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RF-16-98 o A _ Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number. INSP-253591 Permit Number: RF-1-16-98 Scheduled Inspection Date: March 09,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: NUNZIATA, MICHAEL JOSPEH Work Classification: Tile Job Address:1201 NE 101 Street Miami Shores,FL 33138-2608 Phone Number (352)682-8303 Parcel Number 1132060171470 Project <NONE> Contractor: LATITE ROOFING&SHEET METAL COMPANY Phone: 954772-3446 Building Department Comments NEW TILE ROOF ON ADDITION. INTALL TILE WITH Infractlo Passed Comments POLYFOAM INSPECTOR COMMENTS False spector Comments Passed CREATED AS REINSPECTION FOR INSP-250868. Missing. Sealant at counterflashing fasteners Stucco by ridge Failed Correction dd Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 08,2016 For Inspections please call: (305)762-4949 Page 25 of 43 :A& Phone 954-784-2941eera800-848-1919 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 339 fed-eng.com Dated: Tuesday, February 23, 2016 Order Number 16-LAT-203 Latite Roofing&Sheet Metal, LLC 2280 West Copans Road Pompano Beach, FL 33069 RE: TAS-106 Tile Uplift Testy Proposed Roof: Nunziata Permit#: RF-1-16-98 1201 NE 101st Street Miami Shores, FL 33138 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 February 22, 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 Flat Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 13 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 Intercomp Scale Model CS200.The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 -5 Comer See Attached Diagram 35*5 Pounds Passed 6-9 Perimeter See Attached Diagram 35 t 5 Pounds Passed 10-11 Field See Attached Diagram 35 t 5 Pounds Passed 12-13 Hip/Ride I See Attached Diagram 35 t 5 Pounds Passed All test results were found to be in corn fiance with TAS-106 and the Florida Building 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. Sincerely, Keith LeBlanc, P.E. Federal Engineering&Testing, Inc. Florida Reg.No.59394 Certificate of Authorization#5471 Miami-Dade County`Certification#11-0407.01 e) 0• Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation V N Is$ to ras IS b uppeR ® ROOF ® 901 Is, a=0.1(w)= 0.1(15')=1.5' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions=3.0' CornerArea: 45 S.F. = 5 tests Perimeter Area: 90 S.F. = 4 tests Field Area: 265 S.F. = 2 tests Ridge Caps: 29 = 2 tests Total Tests Performed. = 13 *All dimensions are approximate* Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Latite Roofing &Sheet Metal, LLC Project: Proposed Roof: Nunziata Test: TAS-106 Tile Uplift Test Project Address: 1201 NE 101 st Street (Test location sketch is not to scale) Miami Shores, FL 33138 x £ a ba ti r , t Miami Shores Village 10050 N.E.2nd Avenue NE ''£ Miami Shores,FL 33138-0000 r 4' Phone: (305)795-2204 , Expiration: 07/19/201 :. ,._ Project Address Parcel Number Applicant 1201 NE 101 Street 1132060171470 MICHAEL JOSPEH NUNZIATA Miami Shores, FL 33138-2608 Block: Lot: Owner Information Address Phone Cell MICHAEL JOSPEH NUNZIATA 1201 NE 101 Street (352)682-8303 MIAMI SHORES FL 33138- 1201 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,450.00 LATITE ROOFING$SHEET METAL C(954-772-3446 Total Sq Feet: 300 Type of Work:Re Roof Available Inspections: Additional Info:NEW TILE ROOF ON ADDITION Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-16-58325 CCF $3.80 01/132016 Check#:2291 $50.00 $726.10 DBPR Fee $3.75 DCA Fee $3.75 01212016 Check#:2306 $726.10 $0.00 Education Surcharge $1.20 Bond#:2967 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $776.10 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. 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 zoning. F ermore,I authorize the above-named contractor to do the work stated. January 21,2016 w Authorized Signature:Oer / Applicant / Contractor / Agent Date Building Department Copy January 21,2016 1 Miami Shores Village Building Department JAI 2 I 201 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �- INSPECTION LINE PHONE NUMBER:(305)7624949 FBC 20 1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. RF-1-16-98 ❑BUILDING ❑ELECTRIC ;0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1201 NE 101 STREET City Miami Shores County Miami Dade Zip: 33138 Fpoo/Parcel#: 11- 205-025-0080 Is the BuMng Historically Designated:Yes No x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Nunziata, Michael Phone#: 954-972-3202 Address: 1201 NE 101 Street city: Miami Shores State: Florida Zip:33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: LATITE ROOFING Phone#: 954-772-3446 Address: 2280 WEST COPANS ROAD City: POMPANO BEACH state: FLORIDA 33069 Qual fier Name: CON N I E SCOTT Phone#: 954-772-3446 x317 State Certification or Registration#: CCC 1326510 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City. State: Zip: Value of Work for this Permit:$_$5450.00 Square/Unear Footage of Work: Type of Work: IN Addition ❑ Alteration iE New ❑ Repair/Replace ❑ Demolition Description ofwork.. New tile roof on addition. Specify color of color thru tile: n/a �f Submittal Fee$ Permit Fee$ �. CCF$ 3- rrD CO/cc$ Scanning Fee$ ` Radon Fee$ DBPR$ Notary$ Technology Fee$ 7 TraininglEducation Fee$ Double Fee$ TT Structural Reviews$ Bond$� d.J�.J ® , TOTAL FEE NOW DUE$ CL (Revbed02/24/2014) 0 f i 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be a roved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of c J 20 U 5 by day of R41(�AR 20 1 ,by 1(1401 �J��1Z1 � who i� s personally known to �19 �C/t�/� C8 r/ III I�4 known to me or who has produced ��\��a�®•••°°•. ®i p as me or who has produced�� •,• ®,- as identification and who did take an oath. identification and who di NOTARY PUBLIC: NOTARY PUBLIC: o 0 2 ! H �: ®fie O� Cge!'1w Sip., ,Tt � � • • 64��'��o'o� Sign: • L. Print: AMC Print: //Y10 Seal: NOTARY KWX STATE OF FLOI� Seal: . Co mO EEIMIMS Expires 10128/2016 Miami Shores Village Building Department JArv �' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - — -- INSPECTION UNE PHONE NUMBER:(305)762.4949 S� FBC 2014 BUILDING Master permit No. {= PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_ 1201 NE 101 STREET City Miami shores County Miami Dade zip: 33138 Folio/Parcel#: 11-3205-025-0080 Is the Building Historically Designated:Yes No Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Nunziata, Joseph Phone#: 518-396-7294 Address:1201 NE 101 Street qty: Miami Shores state:Florida zip: 33318 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: LATITE ROOFING Phone#. 954-772-3446 , Address: 2280 WEST COPANS ROAD City: POMPANO BEACH state: FLORIDA Zip:33069 4ualifierName: CONNIE SCOTT Phone#: 954-772-3446 x317 State Certification or Registration t CCC1326510 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: qty state Zip: Value of work for this Permit:$ 5450.00 Square/Linear Footage of Work: 300 Type of Work: ® Addition ❑ Alteration ® New ❑ Repair/Replace ❑ Demolition Description of work: New tile roof on addition: Tin tag 1 #30, Install 1 layer OC Weather Lock, Install tile with polyfoam. Specify color ofcolor thru tile: N/A White Tile Submittal Fee$ ✓"•LPermit fee$ ao CCF$ °66 CO/CC$ Scanning Fee$ Radon Fee$ 5 DBPR$ �s Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revi5eW2/24/2014) 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: 1 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 Appikant: As a condition to the issuance of a building permit with on estimated value exceeding$250, 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 pasted at the jab site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature �- OWNER or AGENT CO CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of .20 by 12th day of January 020 16 ,by .who is personally known to Connie Scott 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: Sign— _ \`'100 11N41iliJJJ/o777o/,'/s Print: Print: Mimi Allbtitt n a, i�''. Seal: Seal: =a' S� P' 0 C4 10 ZZ #*############ffi##ffiffiffiffi##ffi*##ffi#ffiffi* *#####t ####+U4*#i!***#*#kik#ffi#t4####itl*d#***###*#tYe*#*�3 .�e'•�`��'�'•��j�` APPROVED BY g V Plans Examiner Structural Review Clerk (Revised02/24/2014) -- C[b NUNZIATA ADDITION ROOF ASSE D ROOFTOP STRUCTURES w JAN 13 1.0151 tl DATEy- VA ��'� .F�k�✓ t �, Florida Building Code 5th O-d'itlon(2014y High-Velocity Hurricane Zone Uniform Ponntttt''fbrrn r ;I)lUf ( TT() o Se coli,il I_I�.��cf_NI7ii n�_�F��rlan� �t Permit No. Process No. -- -- Contractor's Name Latite Roofing Job Address 1201 NE 101 STREET ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile )(X MortadAdheaive Set Tile ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShinglesiShakes Shingles ❑Proscriptive OUR-RAS Iso ROOF TYPE �( New Roof ❑Reroofing ❑ Recovering 0 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) N/A 300 300 Section B (Roof Plan) Sketch Roof Plan:Iliustraft ail levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets. 0••0.0 • .• 0 000000 .0000• • . 00••00 000.0 *0:00• . 00• 00 00 000.00 . ••00 • • 0•.•00 —00 0 • • •0.00• p • 0000 . 0 • 0 0 1&32 FLORIDA BUILDING CODE 5th Edition (2014) —BUILDING W:\PAYBACK\SCOTTC\NUNZIATA.TKF Pg. 2 MRH=13'-0" R=14'-0" E=12'-0" 15' Existing To Remain Li- 17' Nunziata Residence Addition Miami Shores Dade County .. ... . . . . . .. OV . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . ROOF ASSENIBLIE8 AND ROOFTOP STRUCTURES Y Florida Building Code Edition 2014 High-Velocity Hurricane Zone Uniform PennitApplication Foran Section D(Steep Sloped Roof System) Roof System Manufacturer: ENTEGRA ROOF TILE, LLC I I Notice of Acceptance Number: 14-1120.06 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations)): -39.1 P2: -68.1 P3: -100.7 INSTALL TILE WITH POLYFOAM Steep Slop2d Roof System Descripflon 4 beck 7ype: 5/8" PLYWOOD Type Underlayment: 1 #30 RV Slope: 12 Insulation: I N/A Fire Barrier: N/A Ridge Ventilation? FastenerType&Spacing: AN NAIL S 6"A I AP&9.1•:L"IN FIFYOM •••••• • �• • Adhesive Type: N/A .••••• •••••• Type Cap Sheet: I WEATHERI!OW •• ••••• ..•.•. . . ..... so ...... Mean Root Height: 13' Roof Covering: ENTEG UDA�I E •• . . . . ...... Type&Size Drip '%( v GA• :••••: Edge: • Galvanized'..' 16.34 FLORIDA BUILDING CODE6th Edition (3014) —BUILDING r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Penna Application Foran. Section E (Tile Calculations) ForMomembased u1e ttyatems.dwoseekberMotbnd 1 ort.ComparethavalmasforMr withdtevaluesfivm Mr.U&eMtvalues are greaterthan at equal to the Mr vakwse for each area of the roof,thea the rile ratacdeneat method%acceptable. Method 1"Moment Based Tile Calculations Per RAS 12T' (p,:-39.1 x a 0.205, 8.01)-Mg:6.97 -M,11.0455 product Appruvol mr40.4 (p2r68.1 x),0.205,13.96 _M&6.97 =6.9905 pwwAw-wMf40.4 (P3:-100.;x 0.20520.64 -Mgr 6.97 =ma 13.6735 pod„c,Appal Mr 40.4 Meltod2-SimpMaiiTile Calculations ParTableBelow- Regoired Momea of R (Mt)From Table Below Pmduct Approval Mf Mr required Moment Reait'etance* Mean Root Height y Rooter j IF 20' 28' 30' 40' 2.12 34.4 36.8 38.2 39.7 42.2 3:12 32.2 34A 36.0 37A 39.8 4:12 39.4 322 33.8 33.1 37.8 8:12 26A 30.1 31.6 SZ6 34.9 6:12 28.4 28.0 29A 30.6 32A 7:12 24A 21.8 27.1 28.2 1 30.0 *Must be used in conjunction with a Gst of moment bared We systems endorsed by the Broward County Hoard of Rales and Appeals. ForUpliftbasaddlesysrems use Method 3.Compared the values lbr V with tbevaloes forFc Ifthe Fvalues wagreawflu o or equal to the Frvahres, for each area of the roof;then the We attachment method is acceptable. Method 3"Moment Based 7Ue Calculates Par RAS 12F (Pt: x L x w:= -W. x ow 0 =Fri Product Approval F (Pr x L a x w:_ I-W. x cos 0 =Fry Product Approval Fv (P3: x L = x w:a-)-w: x cos 0 =Fr3 Product Approval F Where to Obtain Information Description symbol Where to find '04100 0#40: 4141 .. •. Design FI or P2 or P3 RAS 127 Table 1 orb an engineering anatyais p,epered by FE based • • • Mean Roof Height H Job Site *00000 • •• •• • • • Roof Slope 0 Job She •410.0• •• •• pe odyaemio Muhiplier d Product Approval • . .•a 0:40 Rewwh%Moment due to MS ••.•.• . • •• .• t3ravity Ap�v� 0.41•.0 •.•0.i •• .• • 41.41..• • Attachment Resitaetme Mf Product Approval • • • • • • . 4141 •. Required Moment M •.•••• • • • • • 4141 4141 Miahmum Attaehmeta F, Product A�� •• • 0• :00 • • Resistance •• • Required IlpO Resistance Fr Calculated Average TSIs Wsht W lNeduct Approval TSleDhneasiona w�ength Appaoval Vvidth All calculations most be submitted to the building official at The tuna of permit apptitadon. FLORIDA BUILDING CODE 5th Edition (2014)-BUILDING 15.35 HIAA ® MIAMI-DADE COUNTY i4 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 Owens Corning 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 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:Weatherlock®Specialty Tile&Metal Underlayment 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 revisigm or chA,}000I gg n the •••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an enaeeenknt of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to Fmply witVi y sectim.:. of this NOA shall be cause for termination and removal of NOA. •••••• • • .0000. 0000 . 0 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CoTEIF.'Florida, and follo*W0. by the expiration date may be displayed in advertising literature. If any portion of the H®A is tUspl*ed,-ELVV • it shall be done in its entirety. :00:0* • 00 . . 0 . 0000.. .000.0 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufact4rerot its distributors and;...0 shall be available for inspection at the job site at the request of the Building Official. •• 600:060 .0 . This NOA revises NOA# 12-0309.03 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-1010.03 � APPROVED Expiration Date: 07/31/17 Approval Date: 01/30/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED 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 ASTM D 1970 white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED. Test Agency Test t Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 10/28/13 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction •••••• . . 0000 0000.. Deck Description: 15/32"or greater plywood or wood plank •• • • .• 0000.. • 0.00:0 System E(1): Anchor sheet mechanically fastened deck,membrane adhered. 000000 0 0 0 000000 Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a�Vnum 4'I sidt;lsp an J g0 6"end lap mechanically fastened to deck with approved nails and tipse o.c.gt the„laps allf 00• two staggered rows 12"o.c.the field of the roll. •••••• •00 0 9: .00000 Membrane: One or more plies of Weatherlock®Specialty Tile&Metal Underlalmdhtyvith a minigmm 3"•.,:0 side lap and 6"end lap.Place the first course of membrane parallel to thaeave,tbtllfijthe 0 0 membrane to obtain maximum contact. Remove the release membrane as;he membpne is :*•••: applied. Vertical strapping of the roof with Weatherlock®Specialty Tile&Metall&nderlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 13-1010.03 Expiration Date: 07/31/17 Approval Date: 01/30/14 Page 2 of 3 LIMITATIONS: 1. Fire 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. 5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum 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 in the Notice of Acceptance. If Weatherlock®Specialty Tile&Metal underlayment is 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. •• •• . . 0000 0000.. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surfhte special attention to• overlap areas. 000.9. • 0000.. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AssemWy.rurrent Product Cony **: Notice of Acceptance and applicable Building Code. 0000#0 ..99' :0 0*0 0 ••••• 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment.*WIlashi�eta 0 shall N • pressed in place and formed around the protrusion to ensure a tight fit. A second lay or.1t Syeatherloc Specialty.• Tile&Metal underlayment shall be applied over the underlayment. ; • ; . . 0000:. 0000.. 15. All products listed herein shall have a quality assurance audit in accordance with th4 Flgfida Buflding Code Sad.*: Rule 9N-3 of the Florida Administrative Code. 00 0 se•:• 0 •. . 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. r�ar�we ,0000 END OF THIS ACCEPTANCE NOA No.: 13-1010.03 A_PPMWMFOy4 ROVED 1 TY Expiration Date: 07/31/17 Approval Date: 01/30/14 Page 3 of 3 MIAMI-DARE COUNTY MIAH PRODUCT CONTROL SECTION ®0 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 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:3MTM 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 bM no change in the applicable building code negatively affecting the performance of this product. 0 '....' ...... TERMINATION of this NOA will occur after the expiration date or if there has been gtom ision or change in-#x- materials, n the•materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endor;Went of anyproduct„fr..: sales, advertising or any other purposes shall automatically terminate this NOA. Failure tQ'tbMply wilhoaJsectioll of ' this NOA shall be cause for termination and removal of NOA. "" :• • ...... . . ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, igt j , and fof Awed by the. • expiration date may be displayed in advertising literature. If any portion of the NOA is dijplayen,then it shall be dme.% 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. NOA No.:14-0805.01 APPROCo #001� llrrrY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 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 3Mrm 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 Density ASTM D 1622 1.61bs./ft.3 ' Compressive Strength ASTM D 1621 18 PSI Parallel to rise .. .. .. .. ...... 12 PSI Perpendicular to rim.... . Tensile Strength ASTM D 1623 28 PSI Parallel to rise 0 ....:• Water Absorption ASTM D 2127 0.08 Lbs./Ff :0*0 0 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 w8Aks • +6.0%Volume Change @1587., 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. NOA No.: 14-0805.01 hnAMJ APPRO Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 t - EVIDENCE SuBmITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 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 0000 520191-1 TAS 101 .0.0•• 520109-2-1 0 0 0000.. 0000.. . 0000.. LINIITATIONS: •00 0 0 0 • 0000 0000.. 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Asse*6b15-16r fir;rat ng 00:000 2. 3M""2-Component Foam Roof Tile Adhesive AH-160 shall solei be used with flat, )e hi ti files.0 0 0 • P y � �g pI4 0000.. 3. Minimum underlayment shall be in compliance with the Roofing Application Standax}i�ft§ 120. •, 4. Roof Tile manufactures acquiring acceptance for the use of 3M"'2-Component Foams Roo(Tile im 0ve AH-.. 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10 t,.0. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Builtffng r-ode and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Mu1MaoM►ue Expiration Date: 05/10/17 JAPPROVEDI 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 rile 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 RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. S. 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 Tlacement Details'herein. Each generic tile profile requires the specific placement noted herein. . . .... ...... ...... . ...... .... . ..... NOA No.:1"805.01 JAPPROVEDI MIAMFAM►DE COUNTY 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. JAPPROVErnaht� D BumDiNG PERMIT REQummENTS: •••• As required by the Building Official or applicable building code in order to properly evaluate theinstallahfori of this system. •••••• • ...... . ...... .... . ..... ...... . . ..... .. .. .. .. ...... . . . . ...... .• . •••• NOA No.:14-0805.01 MIAMF6 Coutes Expiration Date: 05/10/17 APPROVEDI Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#1 sera FaftWomadbW 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. �. '�.•f� ria '''+� �"• `''a' '`•-. 2. Continue in same manner.Insure approximately 17 (109.7 cm )-23(148.4 cm )square inch adhesive ` •` : '`� contact with the underside of the tile. mac'.k 'it 2 / Medium Profile/ Double Pan Tile i 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. aiti� 2. Continue in same manner.Insure approximately 17 �r�• ,, ' , (109.7 cm2)-23(148.4 cm2)square inch adhesive -••� -.� •��`` �`'-'` contact with the underside of the tile. am.caa M . . .... ...... 8Wamens%our-PMHigh Profile/Single Pan •• :••••• ••••:• ew,�nao '''-...� :Y raffia • U' ~.` 1. Starting at the eave co 'dpply a Minium 2"' ..... (50.8 mm)x 10"(254 m3�3J 3c 1"(25.4 mm)foam�� • paddy onto the underla ntiposm-og' d sho � 00 00 under the pan portion o4tkae closest 10 the • ��''"�°rte`--�, �;;•� '`` overlock of the tile beiZg sk.; 0 ....:. Baum= �,�'.`` ��•� 2. Continue in same manneft Inure apjrexTately;Y • (109.7 cm)-23(148.4 cm2)square tmch adhesive contact with the underside of the tile. C" Fauft _ f NOA No.:14-0805.01 httAMFowDE�� Expiration Date: 05/10/17 APPROVED Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 mad Asa Flat/Low Profile Tile f " "" '`�-�• ti, 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy "1.• onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of : the the being set.Insure approximately 17(109.7 CM2) 23 (148.4 cm)square inch adhesive contact with the underside of the tile. '' �`�• ``` �' .r'`'` 1 a minimum 2" 50.8mm 2. At the second course,appy ( ) NUM 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 being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)-12(77.4 cm)square inch adhesive contact with the underside of the tile. Medium Profile/Doable Pan Tile d.�meel 1. Starting at the eave course,apply a minimum 2"(50.8 J 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 cm)— 23(148.4 cm)square inch adhesive contact with the underside of the tile. .••••. Gpd-d . . 0000 0.08.0 2. At the second course,apply%.m&imu&*Y1;-50.8mm) •• 10i�� lin. ...... . •••• x 7"(177.8 mm)x 1"(25 4 i1foam padAy onto t�e underlayment positioned a4Mwn uncjr th0 pan ;•••• 94"cowft,y.- F portion of the tile closest t%"8verlo&v bf the tile.....• being set. ...... 66609 .0 .. .. .. 6066.6 3. Continue in same mannertihWe approximately 12" •. (77.4 cm2)- 14(90.3 cm21 squafe incY4WtW ;ve : contact with the undersid4of 96tile. ' •••• .. 0000 • (Instructions continued on next page) NOA No.:14-0805.01 Expiration Date: 05/10/17 APPROVED Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) High Profile/Single Pan Tile o 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 cm)— y h. 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Ji — yam`- e, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan UL Eamportion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)-19(122.6 cm)square inch adhesive contact with the underside of the tile. ...... . . ..... MIp►Mt�DeN NO.:14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 1. On the eave course only,apply a minimum 2"(50.8 age ° 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 axon. to the overlock of the rile being set.Leave approximately 4"(10 1.6 mm)up from the eave edge free of foam to prevent the expanded adhesive on 20 from blocking the weep holes. Insure • ° ti�•ti approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below Flat4.aW PndftTft the second course line positioned foam paddy under the strengthening rib for flat tile,or under the 10 Ph5ftamad ftWOPaftWtfttft pan portion of the tile,closest to the underlock for Oubmi the second course tile to be installed. Insure tr approximately 8-9 int(51.6-58.1 cm2)of adhesive OMM contact with the underside of the tile. OFdMd t� (Instructions continued on next page) R4hL X4 Olo. 2k6 4444 • • • • 4444 4444•• Kft�mCam, Faub •• • • • • 4444•• • 44.44• • 4444•• NOW=PraffbTlle 44440• • • • 4444•• 4009 • • • • • 0 4444•• 4444 • 44446 •••••• • • 4444• • • • • • of •• •• •• 4444•• • 4444•• 0 • • • • • ' • • • • 444400 •0000• • • • • • • • • ••0000 00 0 NOA No.:14-0805.01 APPRO Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) RON s PMftUWWdb t.IoweqpkeM 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x%" (19 mm)paddy on top of the eave course tile seam • surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately :ate 9(58.1 cm2)- 11 (71cm)square inch adhesive limb contact with the underside of the tile at the overlap �2=4 1 and 7(45.2 cm2)-9(58.1 cm2)square inch WPd adhesive contact with the underside of the tile at / the head of the tile.Continue in same manner. o*.dp �i�eTl�e f f • • •••••• • •••••• • •••• • ••••• •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• NOA No.: 14-0805.01 EMD Expiration Date: 05/10/17 JAPPROVEDI Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place ugh ed1whiv to oddeve 65 to 70 f¢in. Steep p�a�catiau 1. Starting at the eave course,apply a minimum 2" to ao�wM the�,�, , (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam a)Tmn Doves upside down.Place adhodw in paddy onto the underlayment positioned as to t hn.trem orae edge of Dom tae. shown under two adjacent pan tiles.Support eave Than hatali the tile.Ensure m to 25S* contaata ee. .,° 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 cm2)—70(451.6 cm2) square inch adhesive contact with the underside �-•- J of the pan tile. Eavedoarce � ) 3. Tum covers upside down exposing the underside Finaa good of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Iteniovetoppo edge of each side of the cover tile.Leave ^°f tH"'Ens"eenneW`f pmwWcmwtUmareflohatea"eBm approximately 3/4"(19 mm)to 1"(25.4 mm) Two piece Barrel-High ProfileTile 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 cm2)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. 0*00 • e ...... 5. When additional nai4%fs Yequir%J,2".(50.8 mm)x 4"(101.6 mm)jWW or tV 15hlihire .••••• system using galvaniggV. finless steel,or • copper wire and compatible nails mpv.%g used' END OF THIS ACCEPTANCE • NOA No.: 1"805.01 MIAMtdaADE Expiration Date: 05/10/17 JAPPROVED Approval Date:09/04/14 Page 11 of 11 T t MUM-DADE COUNTY h�I PRODUCT CONTROL SECTION ® 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Entegra Roof Tile,LLC 1289 NE 9*Ave Okeechobee,FL.34972 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:Bermuda Concrete Flat 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�j4gpge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoVementV.W prodaott• • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure IFC tobiply fta!i�y section• of this NOA shall be cause for termination and removal of NOA. 9960.. 0 •" 0000.. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,.and Nloi&d by 1h expiration date maybe displayed in advertising literature. If any portion of the NOA is disptdVeb,then itshalLbe dope;..' in its entirety. •••••• 0000 0000 0000.. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactur&dr its distributors a!d•••' 0000.. shall be available for inspection at the job site at the request of the Building Official. 0 a0000.. 0000 This NOA revises NOA# 11-0414.09 and consists of pages 1 through 6. •' The submitted documentation was reviewed by Alex Tigera. NOA No.14-1120.06 Expiration Date: 06/07/16 Approval Date:06/18/15 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile,as manufactured Entegra Roof Tile,LLC in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile 1= 16" TAS 112 Flat profile,interlocking,high pressure extruded W= 10" concrete roof tile equipped with two nail holes. For mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing .•'9W. 1991 Appendix III PA 102&PA 102(,) .•. '�' The Center for Applied 94-084 Static Uplift Testing*' ••filly 199.4...:. Engineering,Inc. PA 101 (Mortar Selo 0, • The Center for Applied 94-060A Static Uplift Testing..... March, 194 Engineering,Inc. PA 101 (Adhesive S%)... ••••• The Center for Applied 25-7094-2 Static Uplift Testing....• Q$. " 1994 "• Engineering,Inc. PA 102 • .. .. .. .. ...... (4"Headlap,Nails,Direct Ettl:Mw 0• ...... Construction) • • :..... The Center for Applied 25-7094-8 Static Uplift Testing..• ..Qst. 199,400": Engineering,Inc. PA 102 (4"Headlap,Nails,Battens) NOA No.14-1120.06 Expiration Date: 06/07/16 APPROVEDI Approval Date:06/18/15 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test A¢encv Test Identifier Test Name/Report Date The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. 82.894 PA 112 R3.894 Professional Service 395-40011-1 Physical Properties Feb 2004 Industries,Inc. PA 112 Celotex Corporation Testing 520109-1 Static Uplift Testing ••••Bgc. 1998 Service 520111-4 PA 101 •••• "":' Celotex Corporation Testing 520191-1 Static Uplift Testing•• :.march 1999•;;• Service PA 101 'V e ' Walker Engineering,Inc. Calculations Aerodynamic Multip'lfe*r* IVI#rch 20D4"': Walker Engineering,Inc. Evaluation Calculations 25-7094 ;"'Veb 1996•••• Walker Engineering,Inc. Evaluation Calculations 25-7496 ...... • ApnI 199&00* Walker Engineering,Inc. Evaluation Calculations 25-7584 •••Dbtembel-"':' 25-7804b-8 1996 25-7804-4&5 • 25-7848-6 .'• 0000* Walker Engineering,Inc. Evaluation Calculations 25-7183 •.Wth 1995 • Walker Engineering,Inc. Evaluation Calculations Restoring Moment,MB March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 NOA No.14-1120.06 MIA;1!-72 COUM Y Expiration Date: 06/07/16 APPROVED Approval Date:06/18/15 Page 3 of 6 r r 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 in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix W.Such testing shall be submitted to the Building and Neighborhood Compliance Department—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`Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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(lbf) Length-1 (ft) Width-w(ft) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers-.%(ft3) Tile I (ft3) A. (ft3) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile ..7::12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens DjVt Batf lds Dir Deck Deck Deck •De& �•••�• De ;. 6.53 6.97 6.43 6.86 6.29 6.71 6.14 5.9 6.35 • .... ...... .... • go ...... NOA No.14-1120.06 MIAMNC�►oe�� Expiration Date: 06/07/16 Approval Date:06/18/15 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" plywood) (min. 19132" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasteners are located a min.of 2Y2"from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mi(ft4bf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MW"2-Component Foam Roof Tile Adhesive AH-160.Average weight pera 8 grams. .... Table 6: Attachment Resistance Expressed as a Moment-Nk(ft-tbf) 'goes "' :• for Single Patty Adhesive Set Systems •• ;...:. • Tile Tile Application XJ41joum Attachment;,, „ Proflle ....Resisp • • Entegra Flat 3Mm 2-Component Foam Roof Tile Adhesive AH-160 11 j.94 ... .• Tile 3M'"2-Component Foam Roof Tile Adhesive AH-160 ,• 40.'45.••• ••• ;• 4 Large paddy placement of 45 grams of 3Mm 2-Component Foam Roof Tile Adhesive AH,J60... 5 Medium paddy placement of 24 grams of 3Mm 2-Component Foam Roof Tile Adhesive A14-190; .;. • • ...... NOA No.14-1120.06 APP OVED hnAMFAADE CouIV7Y Expiration Date: 06/07/16 Approval Date:06/18/15 Page 5 of 6 � 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAwiNG ENTEGRA"FLAT"CONCRETE ROOF TILE 16' 10' FIELD TILL 6666 • 6666• •r•••• 16' ••• .• •• • • • 6.666. ..6666 •66.60 • 666..6 6••..• 0 - ••.6.. 6 6••66 •6.6 6 • 006• • • •66.6 • • • • •66••6 00 6 • • 000000 10' • • •60000 • 6 • •6•••• • • • •6 • THICK BUTT TILE END OF THIS ACCEPTANCE NOA No.14-1120.06 e courrrY Expiration Date: 06/07/16 Approval Date:06/18/15 Page 6 of 6