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RF-16-2067
Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-267918 Permit Number: RF-7-16-2067 Scheduled Inspection Date: September 26,2016 Permit Type: Roof Inspector: Mesa, Michel Inspection Type: Final Roof Owner: VALDES,YVROSE Work Classification: Tile/Flat Job Address:86 NW 108 Street Miami Shores,FL 33168- Phone Number Parcel Number 1121360110160 Project <NONE> Contractor. PAUL BANGE ROOFING, INC. Phone: (954)981-7663 Building Department Comments RE-ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-267637. CREATED AS REINSPECTION FOR INSP-264006. Roof tile adhesive may not be exposed on the valleys. Provide an open valley with mortar on the sides. Failed El C � Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid 1 September 23,2016 For Inspections please call: (305)762-4949 Page 29 of 36 edera Phone 954-784-2941 800-848-1919 S TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,Fl.33069 fed-eng.conf Dated: Thursday, September 15, 2016 Order Number 16-PBR-367 Paul Bange Roofing, Inc. 7000 S.W. 21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof:Valdez Residence Permit#: RF 7 16 2067 86 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 September 14, 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 Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 49 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 -8 Corner See Attached Diagram 35±5 Pounds Passed 9-30 Perimeter See Attached Diagram 35±5 Pounds Passed 31 -41 Field See Attached Diagram 35±5 Pounds Passed 42-49 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 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, _4zj!� Keith LeBlanc, P.E. Federal Engineering&Testing, Inc. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#16-0203.07 Cal • � M® / =J)E Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation A N - A - - 0 9 Yt�� I ��'I •�Y tl Y a=0.1(w)= 0.1(52')=5.2' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions= 5.5' Corner Area: 242 S.F. = 8 tests Perimeter Area: 825 S.F. = 22 tests Field Area: 1133 S.F. = 11 tests Ridge Caps: 148 = 8 tests Total Tests Performed. = 49 *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: Valdez Residence Test: TAS-106 Tile Uplift Test Project Address: 86 NW 108th Street (Test location sketch is not to scale) Miami Shores, FL 33168 e era Phone 954-784-2941 800-848-1919 8 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com Dated: Thursday, September 15, 2016 Order Number 16-PBR-367 Paul Bange Roofing, Inc. 7000 S.W.21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof:Valdez Residence Permit#: RF 716 2067 86 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 September 14, 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 Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 49 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 -8 Corner See Attached Diagram 35 t 5 Pounds Passed 9-30 Perimeter See Attached Diagram 35*5 Pounds Passed 31 -41 Field See Attached Diagram 35 t 5 Pounds Passed 42-49 Hip/Ride See Attached Diagram 35 t 5 Pounds Passed All test results were found to be in compliance 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, Reith LeBlanc, PA. Federal Engineering&Testing, Inc. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#16-0203.07 co"') (W�) 0 M I D 0 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation Ot 7 L a=0.1(w)= 0.1(52')=5.2' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions= 5.5' Corner Area: 242 S.F. = 8 tests Perimeter Area: 825 S.F. = 22 tests Field Area: 1133 S.F. = 11 tests Ridge Caps: 148 = 8 tests Total Tests Performed. = 49 *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: Valdez Residence Test: TAS-106 Tile Uplift Test Project Address: 86 NW 108th Street (Test location sketch is not to scale) Miami Shores, FL 33168 Joh.Address& � �,t� ti G�� ��—�e� Permit# 2616`1 .Complete the re-nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re-Nailing Affidavit I am a Florida Professional Engineer, Registorecl Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. X hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d round rm` hank 6"O.C.ma 7 ifier's Signature Date Print Certifier's Name subscribed before me this—2—CLday of cA —20- Person ly kno to me or or produced 1D 1 aolOy Opp, Notary Public State of Florida Yvette Borromeo Sealloary Public, to of Florida(signature) �a� i My Commission FF 974520 �``'OFFt- Expires 03/2312020 Complete Secondary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit lam a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under 1aS468. 1 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 Certifier'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) FA ,a t .. s • r t� i .. � Miami Shores Village �n 10050 N.E.2nd Avenue NW k fdort TiWF1at: : Miami Shores,FL 33138-0000 ' Phone: (305)795-2204 Expiration: 01/24/2017 i3 Project Address Parcel Number Applicant 86 NW 108 Street 1121360110160 Miami Shores, FL 33168- Block: Lot: YVROSE VALDES Owner Information Address Phone Cell YVROSE VALDES 86 NW 108 Street MIAMI SHORES FL 33168-4311 Contractor(s) Phone Cell Phone PAUL BANGE ROOFING,INC. (954)981-7663 Valuation: $ 30,750.00 _. m Total Sq Feet: 2700 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof 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-7-16-60715 CCF $18.80 DBPR Fee $4.50 07/28/2016 Check#:3028 $817.60 $50.00 DCA Fee $4.50 07/25/2016 Check#:3016 $50.00 $0.00 Education Surcharge $8.20 Bond#:3172 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $24.80 Total: $867.60 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 infoml ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abov med cqKictor to do the work stated. July 28, 2016 Authorized Signature:Owner / Appli#nt Contractor / Agent Date Building Department Copy July 28,2016 1 ®I �ii'Hamo Shores Mfflagc C T �! 1� 0 0� JUL 2 6 ori' 'o u00d0Department� D�� BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1*.1 BUILDING Master Permit N®. i PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC &<OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 13 W I® 0 ahrc± City: Miami (� p �/� County: Miami Dade Zip: Folio/Parcell I—7- AD \SJIJ M H)\ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Constructio\nI Type: load Zone: BFE: � 5 < �9 �,_�FFFE: ' OWNER:Name(Fee Simple Titleholder): Phone#: -1 1� Address: ® 0 `e City: State V Zip: Tenant/Lessee Name: Phone#: Email: }� CONTRACTOR:Company Name: Phone#:9 4 "I$1 [o 60 Address: cJ C City: State 1 � Zip: _ Qualifier Name: o Phone#: 0 I lC Hca State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: S-100 Type of Work: ❑ Addition Alteratio�np ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �� ' l L • Spec! color of color thru tile: �'.�►'1 ��, 3 S Submittal Fee •�� Permit Fee$ Q� CCF$ 19'rho CO/CC$ J Scanning Fee$ �I ss(PP�1 Radon Fee$ • �� DBPR$ Y * �v Notary$ Technology Fee$ tN• �' Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ sm • 03 TOTAL FEE NOW DUE$ �O (Revised02/24/2014) 60 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 0 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. "DARNING 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first in pection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio will not be approved and a reinspection fee will be charged. Signatur Signature OWNER or A NT L CONTRACTOR � � ' The foregoing instrument was acknowledged before me this The foregoing instrument was acknowle ore rn this day of 20by _ day of - 20 \A.—, by who is personally known to wh �Person�ally owo e or who has produced 'gh is as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SigSign-.--- Print: C Print: 1 PVe Notary Public State of Florida Seal: 01 PV6 Notary Public State of Florida Seal: ao cF, Yvette Borromeo Yvette Borromeo My Commission FF 974520 NiY Commission FF 974520ov wok Expires 03/2312020 'R or ao Expires 03/23/2020 APPROVED BYLoa� Plans Examiner Zoning Structural Review Clerk (Revised02J24/2014) r1n :Lc/ L11to _SOC 3 DAVIE:954-792-ROOF(7663) Qi STATE CERT.CC C033691 N.BROW:954-566-ROOF(7663) LICENSED AND INSURED S.BROW:954-981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) In. r Member of 1-877-981-ROOF(7663) jkopogal Better Business Bureau PROPOSAL SUBMITTED TO DATE NAME JOB NAME STREET G STREET©� A`A) C r�;p CITY STATE ZIP CITY / Al A) O O,w P� EMAIL ®� d We hereby submit specification and estimate for PREP TORIC INGLES emove existing roof to a clean workable surface and ® stall# ase sheet. /dispose of debris. ® In all in. ve drip metal. .� Replace rotten sheathing at$ �>`® per L) Insta figerglass ngus rest nt shingles. (Plywood replaced by square ft.) pp ® Mfg. Co r Install new lead flashing to all plumbing vent stacks. nstall new 26 gauge 16"galvanized metal to all METAL valleys and tie-ins. ;L3 Expos ®Not Exposed,S� ® Inst I oder layment. ® I tall# fire barrier. Type of roof to be removed( 510Pe,t��[> ). Install save Ip metal. FLAY ROOF �9-O S Install metal roof. J���f IInnstall# � a sheStt 13S per c d . ��Install 1 lly/so �6V ffgerglass fe , ,,,LLE di Install 3 (TC ave drip metal.( A,�„�stall# Ple yw u/r7 abase sheet. be'�lstall 3)C?A 4? in.eave drip metal. Inst mineral surface cap sheet. Install tappered insulation:Yes_N _ `I stall �Yp�,�EEv� the underiayment. *Please initialI Install 9&-am— the set in 0--Repairs 111'7V JlCab / l TS �i�`r6, mp r,�rinJJ sow f /s- 4,Xwo (51v-1 �< �B')G� I��Gt� New ,�?-1',I• Vra� .J' �-Yt9��oin�, L<fs �h GO Sy �//�� �jp / We herby p��tumish a�mlrials c ple n a the above spectflwtions for the sum of • 1/�'1 ��9/I/ �����/f'® � payment to be made as follows 4/ y'4 G a'529 O -O U METHOD OF PAYMENT: 3 D Sp. dU WARRENW TO ORIGINAL OWNER:Paid Bange Roofing Inc.warrmis worlowship for a period of years. CUSTOMER IS URGED TO COVER RIRNITURE AND OTHERVHISE PROTECT THEIR PROPERTY THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL �^ Authorized Signahue Roofing Spedalist e /� 'r �� L/d o"_7a'®o ACCEPTANCE OF PROPOSAL ACCEPTED Slgna6ne (00-t"/ PdDate � r�A�, ntVI�O�C W-7-- D f V®�� �� Miamb 'hores 1"I flIage 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tele (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: 'Z 10050 NE 2nd Ave Miami Shores, FI X3/3138 f 1 Re: Owner's Name: Property Address: aQ2 Is) W I IDS S k–,--e t Roofing Permit Number: Dear uilding Official: I4`VkQg� UA'e bF_Z certify that I am not required to retrofit the roof to wall connections of my building because: torahe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad em 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) sE UA-Ghl Signature Pri 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 —day of -2c,1 �J B f4@wfy Public Stele of Florida yv#tto SorrorneO Notary Public,Sate of Florida at Large FF 974520 8 fibulo 0312312020 When the just valuation of the structure for purpose of ad valorem taxation is equal 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 5/21/2009 roperty Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary UFFICka "._ T PH OPER APPRASER Summary Report Generated On:7/19/2016 Property Information Folio: 11-2136-011-0160 86 NW 108 ST , Property Address: Miami Shores,FL 33168-4311 i* Owner YVROSE VALDES Mailing Address 86 NW 108 ST MIAMI SHORES,FL 33168-4311 Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,885 Sq.Ft ; Living Area 1,831 Sq.Ft Adjusted Area 1,670 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2016 2015 2014 Year Built 1951 County Assessment Information Exemption Value $100,000 $100,000 $102,350 Year 2016 2015 2014 Taxable Value 1 $3,890 $3,168 $0 Land Value $164,440 $164,440 $98,074 School Board Building Value $117,596 $117,693 $114,745 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $1,170 $920 $931 Taxable Value 1 $78,890 $78,168 $77,350 Market Value $283,206 $283,053 $213,750 City Assessed Value $103,890 $103,168 $102,350 Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,890 $53,168 $52,350 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Assessment Taxable Value $53,890 $53,168 $52,350 Reduction Save Our Homes Cap $179,316 $179,885 $111,400 Homestead Exemption $25,000 $25,000 $26,0001 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Senior Homestead Exemption $50,000 $50,000 $50,000 06101/1988 $83,000 13722-2826 Sales which are qualified Long-Term Resident 10/01/1978 $45,000 10189-0869 Sales which are qualified Senior Exemption $2,350 07/01/1977 1 $39,900 09738-1226 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 8 BLK 211 LOT SIZE 75.000 X 122 OR 13722-2826 0688 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 Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp of 2Version: 7/19/2016 4:06 PM a 10 I�il ; 'I�Cilili., lnCii" Jfl �C�iIiIC�I 1 (��1� '�� � l I►� !_o �!c,�rc i_� ,-�;:�.:'.«f�ic::;!�y ;: t�3tc:;�ejc', ! 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'r1��Iii■ A { Al■ r t#w■ now isa k w ■ww �■' r ■_ ■� wrtriri■I�� 1 w i ■■ I Isr is■ s �1l wwwwn_■ wstwY �■� i:Cwi :. �.— ■■■ ■■Law .illa'{I�{^�ri��,ii { P www i ?f! ■ i _ irk I<#Fts aiw iww■■ ■w w■ II /i� :Ziw w iSY `ii 1+ iiM■ P., MR ■ ■■■■t:.e+. ..11■■�i�w ■fwis�■w viii ii lwo=■ ■��.�[ ■ l!�t■'. w■ wwin r!i�iw i ti w wail■ i ■i i:Gl�i a MR iiriii ■ �i iiii ��� ■ ! i ■ww a w i w■ i i■■ ■■iw ■i .w w w i � i wwi i iiialiii ■CMAN ii ■i i■■ i w■w ■■�■*Kim■�wminl #■ GG ■ ■ w ■ w■ ■iwii iii■■AtrlMAN ■■ w ��'i� ■■�■i'li�■��`I��■■�'■GSI ■ J.KILIM can no ., aIi l 11 111 ■X■ Ei .. :.. ;_ •a!L_it P t 000 P� • • • • • • • • • • • • • •• • • •• 0 0 • ••• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• y { Florida Building Code Sth Edition (2014) Hlgh-Veloclty Hurricane Zone Uniform Permit Application Form . !18Cfl®n C (LQW, d Roof stem) Fill In Specific Roof Assembly Components Fastener Spacing for Anahor/Hose Sheet and identify Manufacturer Attachment (if a Component Is not used,Identity as`NA"y Field:—8 .00 Q lap,#Rows, .,0-2 .ac 8ystamManurecture � Perimeter:AL.oc Q tap,#RowsNOA No. Comer. "octd3�P,#Roars,: @ (�'oo Design Wind pressures,From RAS 128 or Calculations: Number of Fasteners Per insulation prrtaxl: _ Pmax2 pmsx8: _ Board Max.Design Pressure,From the Specific NOA Field perimeter Comar system;-- Beck: ty0( lllustnato Components Noted and Type: / Details as Applicable: QaugelThlckn s: Jl g Woodblooking, Gutter, Edge `I'erminatton, Stripping, Flashing, Continuous Cleat, Cant Slope: 2 Strip, Bass Flashing, Gaunter- Fleshing, Coping,Eto. Anchor/Base Sheet&Aso.of Piy(st, � ' Wdlaate: Meats Roof Height, Parapet Height, Height of Rase Flashing, Component Material, ohor/Base She #Fasksner/ ending Mateftl: Material Thickness, Fastener Type, Fastener ( aR�t�i_t15wd�naeY�riS Spacing or Submit Manufacturers Details that Insulation Base sayer: Comply with RAS 111 and Chapter 16. Base Insulation Sixaand Thlckaess: Base insulation FestenedBonding Material: . i rA Top insulation Layet ^ l, ' (qp a r FT. Top Insulation Size and Thldmess: x� i e� Parapet 'fop Insulation F, at or and ng serial: Hefnht rj Base Sheet(e)&No.of PIAO)• A r Base Sheet Fastenor/Bonding Material Mean Roof Ply Sheets)&Aso.of Ply(t) Height Ply Sheet Fastener, ad(ngMateria Top Plymm lr` SU r Gt 48—.f Top PiyFastener/Bpm qg tern (,� •• •.• .$llrfaC�n�:,a r:LAVA . . .. . 00 Goo 00 0 0 0 00 . ... . •o: . . .. . . . . . • .. . ... . ... . ... . . . . ... . . . . . . . . . . . . . •• •• . . . •• •• ... . . . ... . . 4 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . ... . ... . . . . . . .. . . .. . ... . ... . .. . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... r � IAMI� INUA1-11-DADL COUNrY E PRODUCT CONTROLSUMON 1180$SW 26 Street,Room 209 DEPAIt'r 1129f Olt RUMUI.ATORP AND I;CONODJJC R MSOURM9(RER) Miami,Plarlrta 33175-7,17,1 DbA11I AND COI)E A DNII NIS'rRATIO\'DIN'ISIO\` T(786)31$-2590 V(786)31525.99 NOTICE Oft`A.CCIiy'.>l'ANCH (N•Q'A,) +++r+v,ratiamlcln�lr. a+lecopattt ` CortalttTeed Corporation 1400 Union Meeting Rond,1?,O.Box 1100 Bhto Bell,PA 19422-0761. :�COYl�.2 This NOA is being issued under the applicable rules and rogutatiotts governing the Ilse of construotiort materials.The dootimontation submitted has been reviclved and accepted by Miami-Dado County 1WR r Product Control Seotlou to be used In Miami Dado County and other areas where allowed by tiro Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration(late stated below. Tito Mhunt-Dade County Produot Control Seellon (Ill Miami Dade, County) andlor tiro AW(in areas other than Miami Dale County) reserve th6 right to have flits product or*material tested for quality assurance purposes,If this product or material falls to porform ht the accepted manner,tho manufacturer will Incur(lie expense of'such testing and the Al•I1 may immediately rovoko, modl4r, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, If It is dotormitred by Miatttt-Dada County Product Control Section that this product or material falls to meet tho regtilroinents of the applicable building code. This product Is approved as desorlbed herein,and hes been designed to comply with the Florida Building Code Inoluding the High Velocity Hu donne zone of the Plorlda Building Code. DESCRIPTION;CortainTeed Conventional 13ttlit-Up-Roof Systems over Wood Decks. LABBLING1 &oil unit shall bear a permanent label Avlth the manufacturoes nanto or logo,olty,state and fallowing statoinont:"Miantl-Dade County Product Control Approved",unless otherwise noted herein, RE,NRWAL of this NOA shall be considered after a renewnt application has boon filed And there has been no change In lite Applicable building colo negatively affecting tlto performance of this product. TL+1MMINATION of thisNOA will occur after the expiration(late or if there has been a revision or oltango In the materials,uso,and/or manufacture of the product or piocoss;Misuse of this NOA as all ondorsomont of any,product,for sales,adveltlsing or any other purposes shall atttomatically terminate this NOA.Pal lure to comply with any section of this NOA shall be cause for termination and removal OMOA, ADWRxISEWNTt The MOA number preceded by the words Mlantf--Dade County, Florida, and followed by tho expiration date may bo displayed ]it advertising literature. If any, portion of the NOA is displayed,then It shall ho done In Its entirety. INSPECTION:A copy of this entlre NOA shall be provided to the user by thoinauttfaetarer or lts distributors and shall be available for Inspection at tho Job sits at the request of the Building Official, OGG GO: 1i Ah 1n14and revises NOA No.08-0410.07 and gpitslsts of l)ag$s l through iG, •• •: `hta0 00stWit0tootlibiotitation Was rovlowed by.forge L.Acobo. . ..• . ... . . �j • • � NOei€+Ioa 13.0204.11 • gplrttoDto.. t Avs R : 06I19118 WOMINEW Approval Dater 05130113 Page 1 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . � r • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • RoOYING Sys'rn-m'APPROYAL 'Gotalloryl Roofing 151tb-Categorvt, Bulit--Up Roofing arinl' Fiberglass P20)(1wood Maximum Destau Pressure -60 I)sf : Tiw)L NAIVIIfiS or).hRoDUcTS MA.NuvA.GTURI;D m LABLem.D I3y Al'PI, con Test Product Product 11 ns ons Aae9f1ca1124 Poserlptioll All WonthorlEmpire 36"x 65'10"; ASTM D 4601 Asphalt coated,fiberglass reinforced base Base Sheet Roll tivelght;86 ills. Type It sheet, (2 squares) UL Type IS FllntglasO Mineral 36"X 32'101; ASTM D 3909 Asphalt Imprcgllated anti conte(l lnorgante surfaocd Cap Street Moll Weight:78 tbs, glass fiber Surfaced with 1111nm1A granules (i squaro) used as the top ply In conventionai built-up roof nnembratnes. Flhntglase-Aleral 36"X 32'1011; ASTM D 3909 Asphalt Impregnated and conted inorganlo Surfaced Cap CoolStor Roll SVetght:78 tbs, glass fiber surfaced with mineral granules (I square) used as the top ply lt1 convontlonat built-up roof membranes, Covered with refleotive CoolStar Coating. Filntgiaso Ply Sheet 36"x 1641711; ASTM D 2178 Fiberglass,asptlalt Impregnated ply sheet. Type IV or VI Roil evclght:40155 Type IV or VI lbs. UL Typo 01 (S squares) Flex I-alas Base Sheet 36"x 9819"; ASTM D 4601 SBS Modified,fiberglass roltnforced baso Roll weight;90 tbs. Type II shoot, (3 squares) Ut,Typo 02 Flex-4-alas FR Base 36"x 98'911; ASTM D 6163 8138 Modified,flbergtass reinforced base Sheet Roll welght:90 tbs. Grade S sheet, (3 squares) `lope I alasBase ht Rasa 36"x 98'9"; ASTM I)4601 Asphalt coated,fiberglass base shoot. Sheet Ro1I'might:691bs. UL Type(12 (3 squares) ••• ••; 13l�e>�lajatn�ol�iT;�•• 36"x 687';Roll ASTM D 1970 Self-adhering fiberglass reinforced •• •; of Ilei•; •• welght: 78 lbs, modified bituiponn baso sheet • . (2 squares) • • NOA No.t 13-0204.14 .•• :• 1A w o c n Expiradmi Datet 06/19118 ApprovAl Dates 05/30113 Page 2 of 16 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . • . . .. . . . .. ... 0.0 . . .•• . ... . • • • •• ••.000 0.0 • • • • • • • • • •• • • • • • • • • • • •• •• • • • .. •• • • • ••• • • • ••• A,PPRovu,I)INSULATXONsi ,rABr r'2 Product Nroue Product Desoription Mnttufacturer• (With Current NOA) FlintBoard ISO Polylsooyamirato foam Insulation CetiainTeed Corp. ACI=oam-II Polylsoeyat3ttrato fot;nt Iltsulatlon ALIAS Rooting Corporation High Density Wood Nberboard Wood fiber Insulation board Ochoric Periltc Iitsttititioii P&IR6 hisuintion board Generic II-Shlold Polylsooyauurate roans insulation Hunter Panels,LLC DonsDcck,DensDeok PrItuo Wator resistant gypsum board Georgla Paolfio Gypsum LLC LNROY 3,LNRGY 3 25 PSI Poiylsocyranurnto foam lnsulatlati Johns Manville Corp. Multi-max-3,Multi-MaxI'A 3 Polylsooyanurato foam insulation RMax Operating,LLC, APPROVRD FASTENERS! TABLH 3 Rastesier Product Product Manufacturer Number Nntite Dosorllttlon Dintonslotts (Wltlt Cttrront NOA) 1. Dokfast Fasteners 1114& Insulatlon fastener SFS Inteo,ho, f t$HS 2. Dekfast GalvAlumo Stool Gnlvalumc AZ50 steel.plate 2"!s"x 3%" SPS Theo,Ino. Iles.Plato 3. Dekfast Dekflat Round Polypropylene pinto 3"x 3 f!a" SPS lntec,Itis, Plastie Lock Plate 4. #t2 Standard Roofgrlp& lnsulation fastener fortivood 0MG,lite. 1114 Roofgilp attd stool, 5. Accn'frac Noxtm Insolation fastener for Nvood 014G,Ittc. and stool 6. 3 In,Ribbed Qntvalttmc Galvalume stress Plato. 3"round OMG,lttc. Plate 7. Aeoifrrao Plato Galvalumo stross pinto: 3"square OMG,lite. 8, 3 In,Round Metal Plate Gnlvaltnne A750 steot pinto 3"round UMG,Ino. 9. Trufast 1112 DPH& Insulation fastotter for%vood Altonloh,I3rhtok&Co, Trufast#14 HO I+astcner and steel deoks U.S.,Itte, 10. Tt•afast 3"Metal Galvatumo AZ50 steel plate 3"round Ailonloh,Brhtok&Co. Insulation Plate U.S.,Ire. .. ... .. . . . .. . •.• . •.• . . • 0 0 • • + NOANo.s 13.0204.14 • s' Expiration Datot 06/14/18 •• • IAtitt)ADg i!V Approval Dates 05130113 Pago 3 of 16 • • • • • • • • • • • •• •• • • • •. •• El vm,NCI'S u R MrrTCD; `I`cst Aganc<<lXclantlfia}' sua a ort Pnta, TrinityILRD TAS 117(D) 3503.10.06 10/10/06 `rAS 117(t3) 06490.04.07-Rl 06/27/07 TAS 117(BY ASTM D6862 C85008C.11.07 11/30/07 TAS 114 C8370.08.08 08/19108 ASTM Physical Properties C10080.09,08-R4 03/25/10 ASTM D4601 C40050.09.12-1 09/28/12 ASTM))3909 044200,03,13 .03/22/13 ASTM D1970 C40050.09.12-2 09/?.8/12 Momentum Tcclutologies,Ine. ASTM 1)460.1 AX3108D 09/05/08 ASTM D 3909/D 4897 AX3108C 09/05/08 .Factory Mutual ResearcIs Corp. VMRC 4470 J.I.11MA1.AM 03/23/96 FURC 4454 JJ,OD3A3.AM 04/04/97 FMRC 4470 I.T.2DOA0.AM 12/23/98 ><MRC 4470 3.1,1D7A4.AM 11109198 UntlennIters Laboratories,Isco, Ul,790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D$147 97-45742R 12/02/87 PRI Constmotlon Materials ASTM D2178 CTC-122.02-01 03/13/12 Teoluiologies LLC ASTM D2178 CTC-123-02.01 03/13/12 ASTM D6163 C fC-066.02.01 08/09/11 ASTM D4601 CTC-127-02-01 03/13/12 .. 0 0: . . • . . •• .. . . . . . • . • . • . . • .. ... .. . . . .. . . . NOANw.13.0204,14 Rxplivitim Dates 06119118 Approval Dittos 05/30/13 Page 4 of 16 ... . . . . ... . . . . . . • • . . • . 0:. V 0: 0.0 :0 0. 0 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. • • • • • •• • • •• . 1•• • .•• • •• • • ••• • • • • ••• •• •• • • • • •• Y• •i •• • • ••• •• • t 1 peels Typo 11: Wood,hisuiated Deeic Descriptions 11132'or greater plywood or wood:plank: System Type A(2)s Auohor sheet mechanically fastened;all layers of Insulation adhered with approved asphalt. All Genernl and 5ystom Litttitations Apply. Anchor Sheet: All Weathof/Ompiro Base Sheet,GtlasBase base sheet orFllutglas Promitlm Ply Sheet mechanically attached as detailed boloW. Fastening: Anchor sheet shall be lapped 4"and fastened with 11 ga.annular ring shunts nails tutd.alproved tin caps 8'b.o,ht the lap and three rows staggered In the center of the sheet 8110.0.. One of moo layers of any of the follaiving Insulations. Insulation Imyer Insolation Fasteners Fasteuer (Tnble3) Density/fe ENRGX 3,Multi-Mat TA-3,ACFoam 11,YlintDonrd TSU,1I Shield M111111111111 1,5,)thick NIA NIA Approved Perlita lYlinim11111 9 thiols NIA NIA Apptbved High Density Wood Yiborbonrd Minhttwtt%"tincts NIA N/A DensDaelo Donsbeck Prime Mittllnttnt'/a"t)ttcic N/A N/A Note: All insuintlon shall be adliered to the,michor sheat tit fltli mopplug of approved hot 0splinit tvithlit the RVT rntige and at n rate of 20.401bs./100 fe, Plense refer to hoofing Applleatiotl Stmidnrd RAS 11.7 for lnslllntlolt nttaeltt11ent, x113111011011 listed as baso 10yor only shall be used only as baso 10yors with a SUOMI layer of approved top layer iusttlatlon installed ns the flttnl lnembrnne substrate. Composite Insuintiou panels nmy be used as a top layer placed IvIth the polylsocynnurate side fneing down. Base Sheet: (Optional)Install one illy of All Weathot/fIntpire Base sheet,Flex-T-Glas,Flax I» Dias FR or GlasBaso baso shoot directly over the top layer of Insulation. Adhere with any approved stopping asphalt at all nplillontlon rate of 20.40 tbs./sq. 111y Sheet: Two or more piles of l;}Intglas Ply Sheet(Type IV)or Flintgtas Promitutt Ply Sheet(Typo VI)or ASTIvi D226,Typo 1 shoot adhered in a full mopping of approved asphalt at nu appilcnllon rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Plintglas Mineral Sm1hoo cap sheet or Aiutglns Mineral Surfaced Cap CoolStar adhered In a Aill plopping of approved asphalt tit all application rate of 20.40lbs,/sq, Surfacing: (Required if no cap sheet Is used)Any coating,listed below,used as it surfacing, must be listed within a current MOA.Install ono of the followhlg: 1. Oravel or slag applied at 400 Ib,/sq.and 300 lb./sq,raspootivo{y tit a floor[coat of approved asphalt fit 60 lb./sq. •.. .. A;1vp pjeftoating consisting of a base coat of APOC 11300 Asphalt nibored • ••; ,Hjjt�Im;at rate of 3 gat./sq.;sttrfaeeci with gal./sol.APUC112 i2 Ftberec[ ••• •.i ••i •••AtutsinuytRoof Coating. Malcintttttt beslgtt Pressure: -52,5 psf(see Cenerat Limitation 117) . ... . ... . . • NOA Nea 13-020-1,14 •• ••• ••• RNplratim pater 06/19/18 a141 . . • Approval baler 05/34/13 Page 6 of 16 • • • • • • • • • • • •• •• • • • •• •• x .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . •.• . .•• . • • • . • • • o • • • • • •• • • •• • ••• • ••• • •• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• WooD Dr,.cx SYSTP,-M LIMITATIONS: 1. A sills sheet Is required with Ply 4 and Ply 6 when used as a mechanically festened base or anchor sheet. G.t.NERALLIMITATIONSi 1. Fire classification 1s not part of tills acceptauico; refer to a current Approved Roofing Materials Directory for fire ratings of tills product. 2. Insulation may be installed In multiple layers. The first layer sliall be attached In compliance with Product Control Approval guidelines, All other layers steal I be adhored In a Ail[mopping of approved asphalt applied within the BVT range and at it rate of 20-40 lbs,/sq.,or mvchanlcally attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied Iii approved asphalt,panel size shall be d'x4'maximum, 4. An overlay anti/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet Is fully mopped. If no rceovery board is used the base shoot shall be applied using shot mopping with approved asphalt, 12" diameter circles,2411 o.e.;or strip mopped 8"ribbons In threw rows,one at each side lap and ono down the center of the shoot altowltig a continuous area of ventilation. Enolroling of the strips Is not ncccptablo. A 0' break shall be placed every 12'In each ribbon to allow oross ventilation. Asphalt application of ellber systcai shat[ be at a tnlnlmum rat*of 12 lbs,/sq. Note. Spot Attached systems shall bo limiter[to n maxhtrunt design pressure of-45 psi. S. Fastener spacing for Insulation attachment Is based on a MInlinuun Charactorlstic Force M value of 2751U.,as testod.ln compliance with Testhig Application Standard TAS 105, If the fastener value, as fleid»tosted,are below 275 W.Insulation atlaelunent shall not be necoptable. 6. Fastener spaoing for mechanical attacluuent of anchodbase sheat or inetnbralio attachment is based oil a ininlmuni fastener resistance value In corJunetion Nv[ththe maxiniunl(1031911 value listed within a speolfic system, Should(lie fastenor resistance be loss than that required,as determined by the Building Offloiai,a mised fastotierspaoing,prepared,signed and sealed by a Florida registered Professional Btigineor,Roglstored Architect,or Registered Roof Consultant may be submitted. Snld revisoci fastaner spacingshall utilixo the Avllliticmval resistntico vahle inkon fl'oiit'fosting Applioalio» Standards TAS 105 and calculations In compliance�vlth RoofingAppliontlon Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirolnents of these areas. Fastener densities shall be Inoreased for both insulation and base sheet as calculated In compi lance with Roofing Apliilcailon Standard RAST 117, Calculations prepared,signed and sealed by a.Florida registered Professibnat Engineer,Registered Architect,or Registered Roof Consultant (Whoa tills limitation Is specifically referred Nvlthin this NOA)Genernl Limitation 09 will.not be applleable.) 8. All attachment and sizing of perlmeter pallets,metal profile,and/or flashing termination designs shall conform to Reefing Application Standard RAS 11 I and applicable wind load requirements. 9. 'floe maximum designed pressure liniltation Ilsted shall be applicable to all roof pressure zones(I.e. field,perimeters,and corners).Nettiier rational analysts,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.porinlotois,extended cornet's and corners). (Wllonn this lini[Intlon Is specifically referred within this MOA,General Lirnitntluil/f7 will not be applicable.) 10. Allsitrodoots fisted lienal"shall have a quality assurance audit in accordance with tho Plorida B411dingdod6K; h;la9j+3bftheFloridaAdministrativeCode. .. . . . . . ..• ..: •.: •.• im)-ort TfS ACCEPTANCE • NOA.Noo 13-0204.14 Q1 =TY .• :.. '.• Expiration buten 06/19/18 Approval Datet 05130113 page.lGot lG see 0 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 � •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • •• • • •• • ••• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• fiber orwood fiber,onythtokness. l3aso Shoot:Type O2"OlAsbaeo"baso shoos. Ply Sheets:Two to ttttoo layers of Type Qi"Fllntgtas•ply sheet or Typo 0-2"OiasbaW baso sfteet. St:rraolnUi Qravel or slag. 7. Deck,0.16132 incline:3 Vapor Rotardor(Optional}:'Type 02"Olasbase"or UL Claeelfied vapor .relardor. Instdatiott(Opfionat);Ono or 1110770 layors or combination of the following:t"olyisooyanurate,psrllle,glass Aber or wood fiber,any thloknoss. Membrdno:Threo or four layers of Typo Oi"Filniglas"ply shoal. t3urfaobl0t Gravel or slag. Q. Dook:C-16132 Moline;l Vapor Murder(optional}:Type 02"Glasbaso"or UL Classl€Ied vapor rolardor. Inettlattott(Opilonal);One or more layoffs or combination of the foliowing:Polylsuoyanttrals,porlllo,glass Aber orwood Aber. Base Met,O11e lftyorTypO 02"GIAsb08e 0000 Slseetu. Ply Stlsetsl TwO layers Type O9"Flintglas Ply Slleot". Cap Shoot-,one layor Type 03"Filniglue Cap Sheet', 0, 0ooki NC 111011.601 1/2 insulation(Optional):One or moro layers or combination of tho following:Johns Manville"l♦i ff;OY 311, polyleoeyailuralo,potAle,glass Aber or wood Aber,any ihMokness. Base Shoefs Two layers Type O2"Olasbase Base,Sheet"ortwo IayersType 01"Flinlglas Ply Sheet", Surfaoingl Type 03"Flitltglas Cop Shear". 10. NOW 0•1111161 incline:112 "All Joints blo*ed. Insulation(Optlollal);Ono or Moro layers polylsocyanurale,2 In.min,wood Aber,i In.min,persue,314 in. 11116,glass fiber,16110 in.min. Baso Shoott Two layers Type O2"Olasbase Dose Sheat"or two layers Type 01"Flinlglas Ply Sheol", Suriaoing:Typo 03"l:llntglas Cap Sheol", 91. book: 0.16132 inollne: 3 �insplallon(Cptiollal)s utny thlcknoss,ono or more layers or combinations(optional of"Hy 7 herr[[Awl, Hy�'herm TAnF;RSf3"", Fly•'thsrrn COMPOSITE; , COIo 7llartn HY't'sc(F.'perflyt.Ok} ,'"!'ftl•Stat' ,LrOod Aber or plass Abor,mechanically fastoned or hot plopped. 81too Shoot: Type 16 asphalt organio felt,or"Olasebaso Base Sfleot",Hailed or hat mopped. Ply Shoots: Min threo plies Type 10 perforated asphalt organlo fell,"Fllntgias Typo VI Promium My Shear, IT-11111g1ns't'ype WplySlleer,hot oloppod, Surlaoing: Graveioralap. 12. 000111 NO lltolltlss 2 Itlaulalloll(O lflonal}; Any ihtckttess,ono or mare(Ayers oroomlrinallons(optlottal)of"Hy=fhOrrll AP", "l ty=rtlornl'I'AtEREO'l,"Hy.Tfierm CCMPOSITEO,"Celo.Therm","f lY T00(FtlorgyLOKp',ti food flbor or glass Aber,machanioally fasl0netl or hot plopped. Baso Shoot: Typo 02"Glassbaso Base Sheet'',Typo 01"Flintgias Typ6 V1 Premium Ply Shoot°or "Fllntglas'typo IV Ply Shook". Ply shoot: Min ons ply Type 01,"Fllatglas Type VI Premium Ply shoe["or"Filntgtas Type 1V Ply Meet', hot nloppod. 8urfaolrlg: 'typo'O3 cap shoal,"FlNttgtas Col>$hoe!",hot inaplretl. Class 13 4. book:C46132 lnolino:412 Baso Shoett fto layers Type%"All Weather/Gmplro Base Shoot°. Surlaolug:Typo 03"Fllniglas Cap Shoat". 2. Desk:•(�41182• • •• ltlolinol 314 Lapo7712e ar<tei(E tl in�tt�:�l'ypv 02"Olasbaso"or UL Classified vapor rolhrder. htetttat> .It{4JAIDtl}I06o grinoro layers or combination of the follovrtno g:polylsocyanurate,poriito,glo 11bor OT t�rb0d 1ftlbr. • • ' '• Haeo Shoot:One layer Type 02"©lasbaso Base Shoot". •Ply Slloote:one I0y::1ypo Oi;FI1:ltglas Ply Shoo[". • • i • • • � Co,�tt�tlo7.Or�VA3sn5t#M4labtta',aresloo •• • • •• • • • • • •• • ••• • ••• • • • • • • • • • • • i Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Roof-System Manufacturer: �� f Notice ofAcceptance Numher:, Min inum Design Wind pressures,ifApplicabie(From RAS 127 or Calculations): Ps:- 1120 Maximum Design pressure From the NOA Specific S stem II: Method of the attachment:.,,. �l Q Ut®®a Slo12ed Roof ML81-2 ftft Q-0-CLIP-119a A Deck Type: ype Undedayment: Roof slope: nsuiation: 12 pIre sORION Ridge Ventilation? astener Typo&Spacing: i f 1� dhesive'type � I pe Caplelet: UJ �1Y l • - of Covering: Moog Roof Hpigiat- 20 • Type&SIzd Orip .. . . . . . Sdge: X .. . . . . ... . . ... . ... . . .. . . .. . . . . . . .. . ... . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. s � Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Ss ton II® Iculsttons For Moment based the systems,choose either Method 1 or 2.Compared the values .for Mrwa the values Pram M.If the Mr values are greater than or equal to the Mr values,for each area of the room then the file attachment method is acceptable. Method 1"Moment BasedTileCalculations Per RAS 127" 1P (_xxg- na�g}—MSt'lail-?4xqEL219 NOA Mj 5S toi,•& - Mg. jV,'l�4 _moi .4ND�a NOA 1% 4C. x11o,A� e �-Mg: In,-7u �N6AU3.S¢t�3 xoA A* Method 2"SimpBfled Tile Calculation Per Table Below" _ Required Moment of Resistance(4)From Table Below NOA M'� S,S Mr Required Moment Resistance* mean Goof tibpe 8 ght 15' W T 3W 4W. • x 36.2 39.7 42.2 37.3 512 28A 1 3" A9112W :r A 6.12 26A 28. A 32 712 M 25.8 *Must be used in conjunction with a list of moment based tie systems endorsed by the Broword County Board of Rales and Appeals. For Uplift.based the systems use Method 3.Compared the values for F'with the values for F,.If the Fr values are greater than or equal to the Fr values,for each area-of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" w:- ---)--W: x cos o:_--__= Fri: NOA F' xcoaB:� A i'rZ: NOAFr x cds e:= Fre. xoA F' Where to Obtain Information Description Symbol . Where to Bad gaPressaro I or or RAS 1 Table a an suety by a►ASCB 7 Meas Roo He H Job Site Roof Slop YO'b Site IVO omeotdw MA NOA A ant Mr WOA • Mr C 9.. F' NOA • Fr UNGO • ••• •A� NOA Tfle Dimensim 1=WA w=width • •!►tl melba m atatthe 0 Ilcatfou. J • •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• •• • ••• • ••• • • • • • • • • • • • • • •• • • •• • ••• • ••• • •• • • 0:0 •• • • • • 0:6 •• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• I i 11IIAAII-DADE COUNTY MIAMI PRODUCT CONTROL SECTION � y. 11805 SSV 26 Street,Room 208 DEPARTMENT Or 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.mianildadg.gov/economy Entegra Roof Tile,LLC 1289 NE 91"Ave Okeechobee,FL.34972 SCOPE: This NOA is being issued under the applicable riles 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 perforin 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 ju isdiction. 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. I DESCRIPTION: Estate"S"Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following f statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in i 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. i INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for iV&pccljpv at the jobsi_tc at the request of the Building Official. .. . . . . . This NOA renews JNOVC Id3.:41=20%add consists of pages 1 through 6. The submitted dMun1eiltati5h wtis reviewea by Gaspar J Rodriguez. off ... . . . . . . •• . • 0 . • NOA No.16-0112.08 MIAMt•DADLUN7•Y ••• "' Expiration Date: 08/23/21 Approval Date:02/25/16 ••• • • • ••• Page Iof6 . ... . . . . . . . . . ••.••. . . • •• •• � a •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • • •• • • •• • ••• • ••• • •• • • 0:0 •• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ROOFING ASSED imy APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate"S" Concrete Roof Tile,as manufactured by 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 use in the locations where the pressure requirements,as determined by applicable Building Code, do 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 prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Entegra Estate'S'Roof Length= 16-1/2" TAS 112 Low profile,interlocking,extruded Tile Width= 13" Type lb concrete roof tile equipped with two nail Class 111 hole and double roll ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for w=varies use at hips,rakes,ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL i see 60: 000 i i a I .. ... . . . . . .. • • • • • NOA No.16-0112.08 MIAMMADIPWUNTY 000 • ••• ' Expiration Date: 08/23/21 Sim Approval Date:02/25/16 000 • • • 0:9 Page 2 of 6 • ••• . . . . . . . . • • ••.•• • • • •• •Y ••• 0 0 0 ••• • Y . ... . . . . .. . . . .. . . . .. ... .. :so 000 6:0 000 • • • • • • • • •• •• . 0 0 •• •• • 2.2 EVIDENCE SUBMITTED: Test Auency Test Identifier Test Name/R.eaort Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, PA 108 Aug. 1994 1994 Professional Service Industries,Inc. 224-47099 PA 112 Sept. 1994 The Center for Applied 94-060B PA 101 March, 1994 Engineering,Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No.307025 PA 100 Oct. 1994 } Test#MDC-76 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation Testing Services 528454-2-1 PA 101 Sep. 1998 f 520109-2 Dec. 1998 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants,Inc. 2381-264 TAS 112 01/08/08 American Test Lab of South Florida RT1210.03-15 TAS 112 12/17/15 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'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 appligablc�ilQing cO'dC.: ." .. . . . • • . . • . NOA No.16-0112.08 MIAMMADEMUMIY ••• • "' ' Expiration Date: 08/23/21 1 Approval Date:02/25/16 ... • 040 • • Page 3 of 6 i •• •• • • • •• •+ ••• • • • ••• • • ••o 41• • • • • f•• •• •• • • • •• ••• •• • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• •• •• • • • •• •• • • 0 000 • • • ••• 4. INSTALLATION 4.1 Entcgra Estate"S"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 Attacluncnt Calculations. Table 1: Average Weight (W)and Dimensions (I x w) Tile Profile Weight W(lbf) Length-1 (ft) Width-w(ft) Entegra Estate'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers -X(ft3) Tile 2,(ft3) )L(ft3) Profile Batten Application Direct Deck Application 9 Entegra Estate 'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Entegra Estate Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 'S' Roof Tile Deck Deck Deck Deck Deck 5.91 6.74 1 5.82 6.64 1 5.70 6.50 1 5.56 6.33 1 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens i Profile (min 15132" plywood) (min. 19/32 plywood) Entegra 2-10d Ring Shank Nails 27.8 37.4 28.8 Estate'S' 1-10d Smooth or Screw 8.8 11.8 4.1 Roof Tile Shank Nail2 2-10d Smooth or Screw 16.4 21.9 7.1 I Shank Nails 1 #8 Screw2 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nall Field Cli 2 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 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) -1®d•R' ,Wt I*ilo*1 43.0 67.5 T 50.9 1 Installation Y ijh a q"V19tt OI Id f5steners are located a min.of 2%:" from head of tile. 2 When usinganT ON&fastener use t e4m a that is a roximatel 4-3/4"away from Interlocking edge. . • • • NOA No.16-0112.08 NIAM4DADL*OUNW ••• • •'• ' Expiration Date: 08/23/21 W E Approval Date:02/25/16 ••• • • • • ••• • • Page 4of6 • • • • • • • • • • • •• •• .00 • • •• •• ••• • • • ••• • • ♦• • • • •• 606 •• • • ••• • ••• • • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• i Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Estate'S' Roof Tile Adhesive 26.14 3 See manufactures component approval for installation requirements. 4 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MW"2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. 1 Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance j Entegra Estate'S' Roof 3M'° 2-Component Foam Roof Tile Adhesive AH-160 86.615 Tile 3M'2-Component Foam Roof Tile Adhesive AH-160 45.56 5 Large paddy placement of 54 grams of 3MW"2-Component Foam Roof Tile Adhesive AH-160 6 Medium paddy placement of 24 grams of 3MW"2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate 'S' Mortar Set 20.60 Roof Tile 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". i I 1 i OR 1 ENTEURR •• 000 • •Tj&;AZ'E;`$1J TILE LABEL(LOCATED ON UNDERSIDE OF TILE • • •• • • •..• . • • • . . • . • 00 606 �; •.+ ; o • • NOA No.16-0112.08 MIA 4DAD,CoUN Expiration Date: 08/23/21 Approval Date:02/25/16 f •�• • • ' + ��+ Page 5of6 • • • • • • • • • • E •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • of • ••• • • • • • • • • • • • • ••• • • ••• • ••• • ••• • •• • • ••• • 1 • f ••• • • • • • • • • • • •• •• • 0.0 • •• •• • • • ••• • • • ••• I 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 DRA«'ING i Nail Holes • 16 i i �I i ENTEGRA ESTATE`IS" CONCRETE ROOF TILE j .99 ••• • • •END OF THIS ACCEPTANCE . . .. . . .. ... .. . . . .. 000 ... 000 ... . . .. . . .. . . . . . • 0 go 000 0 NOA No.16-0112.08 MIAMMADECO N7Y Expiration Date: 08/23/21 Approval Date:02/25/16 ••• "' Page 6of6 ... . . .. .. . ... . . . .. .. • .. . . . .. ... 900 . • •.• . ... . 0 00 . . . . 00 . . .00 . . ... • • 0:0 •• • • • • 0:0•• • • • • • • • 0 . • � 3 d MIAMID MIAIII-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) €1805 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) wwwaulamidadcuovluera 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 cohere 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 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: 3MT"2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each Unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. 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 I through 7. The sublmirtleQ d o0lu;eiAatloi*ecus revieNVed by Alex Tigera. .. . . • • ••• . NOA No.: 12-0228.18 e e e Expiration Date:05/I0117 L__ ' ' ' • Approval Date; 05/10/12 • • e •• • ••• ••• ie• ••• Page 1 of 0:0•• • • • • 0:0•• • e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL: Categol-y: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the altaclunent calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MT"1 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPackO 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 moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' 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 a -40°F.,2 weeks +6.0%Volume Change @158T., 100%Humidity,2 •• ••• • • • • • •• weeks Closed C04Contgot ••; ;.; •• ASTM D 2856 86% .. ... .. . . . .. NOA No.: 12-0228.18 q''�''u . ••i i ••• Expiration Date:05/10/17 Marr r�a�Ecou»rr •• •• Approval oval Date:05/10/12 •• '••. r ••• ••• .. •.. Page 2 of . •• •• . • . •• .. ... . . . ... . . �: .. . . . . . ... .. . . . .. . ... . . . . .. . . . .. . . . .. ... .. . . ... . ... . . . • s • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • Note: The physical properties listed above are presented as typical ave}-age values as determined by accepted ASTM test methods and are subject to not-nal manufacturing variation. EviDE,NCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 10l 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Ceiotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayinent shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT"'2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their file assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F`= .. ... fig. • ..• • •.• . . . ... . •• ••• •• • • • •• NOA No.: 12-0228.18 ImFt�4 Econ '•• :•: Expiration Date: 05/10/17 , . . . . Approval Date:05/10/12 00 0 fee ' ' ' 000 Page 3 of 7 • . • ••• . • • •• •• • • • •• 0• .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . ..• . ..• . . . . . . .. . . ... . . .. . ... . ... . 0.. . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... INSTALLATION: 1. 3MThr 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 3MT111 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MT"'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 3MT"[2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 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 3MT111 2-Component Foam Roof Tile Adhesive A14- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualifled Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority(laving jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio behveen the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MT"i 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPackO 30& 100 dispensing equipment only. 7. 3MT(+2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTh'2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MT f 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Plaeement Details'herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Eaelt Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grants) paddy Min.(grants) Flat,Low,High Profiles 41 35 N/A High Profile 2 Piece Barrel #I 17/side on cap and 34/pan N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles 43 8 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 12-0228.18 M VAQE con ffeExpiration Date:05/10/17 NWEIFUMS . Approval Date:05/10/12 •. • Page 4 of 7 . •.. . ..• . ... • • . • ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. . . . . . ... .. . ... . . . . .. . . . . . . :09 . .. . . . .. ... .. . . ..• . ..• . . . . . . . 0. ... . . .. . ... . ... . .. ADHESIVE PLACEMENT NT DETAIL 2 SINGLE PATTY Nall through plastic cement P46dy(SenealliTiq Nall through plastic cement Paddy(aenwh Tile) Undedayment o Unjodaymont 71 2 In. 2 In. Eave course Fascia Fascia % 1weptwe Eave Course Eave closure faveclosure Up edge Mail through plastic cement Paddy(Ilentath Tle) Undeflayment 71n. n. Eave Closure Eave course Fascia NOA No.: 12-0228.18 • Expiration Date: 05/10/17 Approval Date:05/10/12 00 0 000 00 0.0 Page 6 of 7 V: 0.0 AmEsiw,PLACEMENT DETAIL 3 DOUBLE PATTY Hall through plastic cement Paddy Nall through plastic cement Single paddy under Ole (between tile) Undeflayment Single paddy between tile Paddy 2 In.x 7 In.medium (under tile) size peddyeave course only d 3 In single unde Ole 04,1-33.-1 n.x 3 In x3in. I . ...... ...... n. 21n ---- Slagle paddy on 2 In. 4 In. 4 I Single R under• paddyon layment under. layment H Single paddy Fascia ED a course on top of tile Weephoie Single paddy 1In.X 7 In.medium Course Eave closure on top of the size paddy em % CUUp edge Pastia course only Hall through plastic cement Single paddy under OleSingle paddy between tile In.x 3 In.. 4 In Single paddy anundedayment 2 n. Single paddy Elva Closure on top of tile tn.x 7 In.medium silo paddy eave course only FMCOM Fascia L- I END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 00 • Goo 0 Page 7 of 7 •• • • • • • ••• •• •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • • •• • • •• • ••• • ••• • •• • • 0:0 •• • • • • 0:6•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MIAMI- ® D h1IAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTINIENr OF PERNIMING,ENVIRONDIENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE AD'UTNISTRATION DIVISION hflanri,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwjiflamldade.eov/pera Owens Corning One Owens CorningParkivay Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile 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 Count),)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. 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 Cade, DESCRIPTION: WeatherlocV 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 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 availa�je fgt;inspgcti9n al tlje jqE site at the request of the Building Official. This renews NQA#or-p9?8*l4 aid jansLsts of pages I through 3. The submittetl'dod hilenihtion tvaS reviblved by Alex Tigera. .. . . .. . . . . . .. a . . 0 . . MIAMI uss courlry NOA No.: 12-0309.03 oa � ••• Expiration Date: 07/31/17 Approval Date: 07/05/12 • • •'• • Page 1 of 3 . . . . . . . . . . . .. •• ..• . .. .. ... . . ... . . •• • • • • • ••• •• so of •• • • • •• ••• •• • • ••• • ••• • • • • • • •• • • •• • ••• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• r i • 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 WeatherlocV 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 underlayment in sloped roof assemblies. AIANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier TestNan�rort 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 PRI Asphalt Technologies,Inc. 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 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction Deck Description: 15/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type II 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 two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of WeatherlocO Specialty Tile&Metal Underlayment with a minimum 4" side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the vneanbwneto•obtpin maximum contact. Remove the release membrane as the membrane is li®dA Vkdicll strapping of the roof with Weatherlocko Specialty Tile&Metal Underlayment pi ••• ••i !Sil�Cceptatle; ••• Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood • ••• Mk8•:ShingIrs,Agd Asphaltic Shingle assemblies. F11QMI UAD�COUNTY ••• • ••• • i NOA No.: 12-0309.03 ••� Expiration Date: 07/31/17 • Approval Date: 07/05/12 • • • ••• • Page 2 of 3 • • • • • • • • • • • •• •• • •• • • •• •• ••• • ••• 0 • + 4 r •• • • • • • ••• •• • • • • • • • • • • • • • •• • • •• • ••• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Mininnum 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 underlaynnent 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. 12. Roll or broom the entire membrane surface so'as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product 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 underlayment 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 membane•�$ra�ka�ug.hall bear the imprint or identifiable marking of the manufacturer's name or logo and the follot ing stotetulont: 'TAbitgi-j1ade County Product Control Approved" or the Mianni-Dade County Product Control Sial as's=nolvt3 btl&v:': '• MIAMFDA©E cauNTY ..., , • 0;0 69: trib OF THIS ACCEPTANCE . • MMLAM;ffiCUNTY NOA No.: 12-0309.03 • ••• • . Expiration Date: 07/31/17 • • . • • • • . Approval Date: 07/05/12 Page 3 of 3 ••• • • 0 ••• 0 0 • ••• • • • • •• • • • • • • •• • • •• go • ••• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • •• •• •• •• s • • ••• • ••• REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this fbf-in. The owner's initials in the designated space indicates that the item has been explained. Cld 1. Aesthetics-workmanship:The workmanship provisions of Chapter 15(High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. �.Renailing woad decks:When replacing roofing,the existing wood roof deck may have to be renalled in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prier to removing the existing roof system). = �3.Common Roofs:Common roofs are those which have no visible delineation between neighboring units(Le.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or ownershould notify the occupants of adjacent units of roofing work to be performed. —4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may-not be acceptable.The owner provides the option of maintaining this appearance. S. Pending Mater:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate)in low-lying areas of the roof.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. 6. Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof Is not overl aded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers.(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ole Ventilation: Most roof structures should have some ability to vent natural airflow through the Interior of the structural assembly(the building itself).The existing amount of attic ventilation shall not be reduced. .. ... . . . . . .. Oweer'slAgent's Signat<rre: _ ate' --- ContractoesSigna�iire: •� •�' J -� �' PermitNumber:i --_.� PropertyAddress;•:: - - _ -- ••• • • • • ••• • • • • • • • • • • • • .:0 • ••• •• ••• • •• •• ••• • •