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RF-16-151 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-258593 Permit Number: RF-1-16-151 Scheduled Inspection Date:June 24,2016 Permit Type: Roof Inspector: Mesa, Michel Inspection Type: Final Roof Owner: SOVEN,ALAN&KAREN Work Classification: Tile Job Address:1215 NE 95 Street Miami Shores, FL 33138- Phone Number (305)297-9357 Parcel Number 1132060143980 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO.INC Phone: 305-757-2612 Building Department Comments RE ROOF MAIN TILE ROOF ENTIRE NOWORK Infractlo Passed Comments SEPARATE DETACH TILE AND FLAT B.0 FLAT COLOR INSPECTOR COMMENTS False THRU CEMENT BORAL BERMUDA 9" Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-251236. NEED GAS VENT PERMIT. ROOF OK Failed 1 �" ❑ Z Correction LT Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid June 23,2016 For Inspections please call:(305)762-4949 Page 2 of 26 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRMUNG 888VIC88 EC DYNATECH ENGINEERING CORP. W W WMYNATECHENGINEMUNG.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 MIAMI,May 6,2016 PERMIT No. CLIENT:Jim Obenour:OBENOUR ROOFING:9822 NE 21d Avenue,Suite 9,Miami Shores,FL 33138 PROPERTY ADDRESS: 1215 NE 95TH STREET MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT:Flat Roof Tile Polyfoam Set. Inspected By:JM Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Unlift Pull Test Test Result 1 -53Field See Sketch Below >Than 35 LBS Passed 54-60 Comer See Sketch Below >Than 35 LBS Passed 61 -98 Perimeter See Sketch Below >Than 35 LBS Passed 99-115 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOF SKETCH 581_,,?4 95 _ Q I 93, 13 96 1 15 1 92, 18 2p9 571 91 \t6 2 �792� 84, 8590 1I 7 80 81 82 36 ------------- L------ 35 17 8 g 31 32 33 34 1)/9 . 61 , 89, 1 2 3 78, 30 29 28 27 162 16 5 4 1 3 _ 21 2 25 26 to 56' 88 87 8 77i 40 39 38 7 X63 41 42 43 44 451 76' 164 1 49 48 47 46 1 75 11 1 , 70 �52 50 3 74 55 73 X5117 676 �5 0t �® Sincer�ly.�'o rs, / ��°� \gsp Gni ' d d°�® ------------------- ---�_� -�� fie]�, .tialA,��®� _Wissam N i,P.E. 396 DYNATE ENGINEERING CORP. ® Florida Reg.No.39584 Special Inspector No. 757 V0,•P,?/ . -E NGVA 750 NEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9588 EMAIL•INFOODYNATECHENOAd81 IlR#�w$� GEOTECHNICAL I ENVIRONMENTAL i MATERIALS TESTING i ASBESTOS I ROOF TESTING I INSPECTION SERVICES i DRIL NG SERVICES F . Ec. DYNATECH ENGINEERING CORP. _D w W W.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 MIAMI,May 6,2016 PERMIT No. CLIENT:Jim Obenour:OBENOUR ROOFING:9822 NE 2nd Avenue,Suite 9,Miami Shores,FL 33138 PROPERTY ADDRESS: 1215 NE 95TH STREET MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT:Flat Roof Tile Polyfoam Set. Inspected By:JM Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and rooftop traffic Test No. Test Location Field Uplift Pull Test Test Result 1 -53- Field See Sketch Below >Than 35 LBS Passed 54-60 Comer See Sketch Below >Than 35 LBS Passed 61 -98 Perimeter See Sketch Below >Than 35 LBS Passed 99-116 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOF SKETCH 58ii494 95�— 0 93' 13 1�96 92,1518 297 .5T91 _ (6 12 8 84, 85 60 —- 117 79 80 81 82 I1 36 90i 10 11 —'---------—---1—----- 35 i7 8 9 i 31 32 33 34 1 9 � 61 89;-1 2 3 78; 30 2928 27 162 '6 5 4 ; 4 3 __ _ � 21 2 25 26 56 88 87 86 77i 40 39 38 7 X63 41 42 43 44 45 76' X64 49 48 47 46 75. 50 70 52 3 ,Igil89es,yoA 74 SL _ i qa 55,7 3 '7^ 6766 X54 o L I Sincerely yours, cv °" �� ,�J c WISSRIri Naam P.E. :0 DYNATECH ENGINEERING CORP. Florida.Reg.No. 39584 ,mss®,�;�/®,� , • ��:� Special Inspector No. 757 N�`E �`��d�•� '•eselR/i/1! 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7498 FAX(305)828-8588 EMAIL3NFOODYNATECHENGINEERING.COM A-5 Miami Shores Village a 10050 N.E.2nd Avenue NE Miami Shores,FL 33138.0000 Phone: (305)795-2204 Expiration: 08/02/2016 Project Address Parcel Number Applicant 1215 NE 95 Street 1132060143980 ALAN&KAREN SOVEN Miami Shores, FL 33138- Block: Lot: Owner IMormadon Address Phone Cell ALAN&KAREN SOVEN 1215 NE 95 Street (305)297-9357 (561)346-5533 MIAMI SHORES FL 33138-2549 Contractor(s) Phone Cell Phone Valuation: $ 28,000.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 Total Sq Feet: 3629 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF MAIN TILE ROOF ENTIRE NOWO 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-1-16-58389 CCF $16.80 01@0/2016 Check#:7969 $50.00 $838.56 DBPR Fee $4.88 DCA Fee $4,88 02/04/2016 Check#:7992 $838.56 $0.00 Education Surcharge $5.60 Bond#:2982 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $22.40 Total: $888.56 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, MBING,MECHANICA INDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: cs ' that all the i g information is accurate and that all w rk will be done in compliance with all applicable laws regulating construction and on' g. hermo ,I autAbove-named contractor to dot wo stat February 04,2016 A Slgnatu :Owner / Applicant / Contractor / A en Date Build ng Department Copy February 04,2016 1 Miami Shores Village _ Building Department JAN 2 0 lJ � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: ! INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 204 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL PUBLIC WORKS F-1 CHANGE OF ❑ CANCELLATION EISHOP CONTRACTOR DRAWINGS JOB ADDRESS: /�` 1 / S-7 City: Miami Shores County: Miami Dade Zi : Folio/Parcel#: 1 J—3,2 y b` o ,r —3 9 8 (7 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood�Zonne: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Sb��(� /(dt'S >Q 14 hl J 0 V f 1'V Phone#: Address:��aa1 2 City: 81 4w S h b t C S State: Zip: 3 3 / 3 Tenant/Lessee Name: s Am r Phone#: Email: //''�� /� / 'S - / SOS. CONTRACTOR:Company Namei'bf UU! (JU-f� �/ °"t/ ! Phone#: "c� to l Address: Z City: A4B Sb J r-e s -State: Zip: 3�•/+�3 Qualifier Name: JAXI 5 ® erV DO r Phone#: State Certification or Registration#: Or ®/!t.3 ® Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Qp City: State: Zip: Value of Work for this Permit:$ �8� D D b Square/Linear Footage of Work: 3(. Z 9 Type of Work: ❑ Additi n r-1Alteration ❑ New Repair/Replace F-1Demolition Description of Work: Fe r "�[ W A i k) 4d 04 D Y SC Par &-f-C sin ±j A ti F-04 Nki 444a acmP4 9&9:,:q Specify color of color thru r" i ANA io, Sac e` ��-- Submittal Fee$ W Permit Fee$ ?"-g, CCF$ Kv' % CO/Cc$ Scanning Fee$ Radon Fee$ 1 - DBPR$ -( ' Notary$ n Technology Fee$ (z) Training/Education Fee$ S -CO® Double Femme$ Structural Reviews$ Bond$ /��® N TOTAL FEE NOW DUE$ 38 5(0 (Revised02/24/2014) �':�& i G 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 approved and a reinspection fee will be charged. Signature Signatur ®GL4 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before/1 1me this day of A W ,20 � � ,by (� day of_ G�i4�1 .20 / b ,by & e '�U d'eC-• who is personally known to J,4a n b. G bewo tv ,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: , r� 1 ' Print: Print: ^y e/'i U t^' Seal: Seal: \•RY p� CATHERINE A.OUFf1N �� „` , CATHERINE A.DUFFIN ;=o`P ; Notary Public-State of Florida �.%yore••, .:My Comm.Expires Apr 15,2017 Notary Public-State of Florida N} Commission#FF 8417 * • My Comm.Expires Apr 15,2017 ,,9,� o?.� o Nota Assn. *** 1�'lltlfytE * *�xx�a� * ww >te+ a�r>R** tgllr�i64 Bonded rough National Notary Assn. mna• APPROVEDBY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Ar nn IM AY IWIlliarrillshoresVillage sell Well Building spa meat .� 10050 N.E.2nd Avenue �,jARiD�► Miami Shores, Florida 33138 Tet: (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;All -l 10050 NE 2nd Ave Miami Shores, Fl 33138 J Re: Owner's Name: Property Address:_ L �J N '?S" Roofing Permit Number: Dear Building Official: r Nl 1�4� e 4.,J b r ccertify that I am not required to retrofit the roof to wall connections of m a y building because: The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) -!5AA---'0r K G' /'aAd so l/ew" Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,de oses and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this _ J day of 4 N-1 r'n"�e�,� CATHERINE A.DUFFIN Notary Public, Sate of Florida at Large Notary Public-State of Florida -jf My Comm.Expires Apr 15,2017 =:s9 Commission#FF 8417 o When the just valuation of the structure for ''� °o-�' J purpose of ad valorem taxation is squat to or more than$300,O�.OQ th� IlYt�wa@d p"rj1 SFBC.Then you must provide a bul ft applicaffon from a General Contractor for the Roof to Wall connection Hurricane a' n. Revised on 5/21/2009 1/19/2016 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:1/19/2016 Property Information Folio: 11-3206-014-3980 Property Address: 1215 NE 95 ST Miami Shores,FL 33138-2548 ' ,, 01 Owner ALAN R SOVEN KAREN SOVEN Mailing Address 1215 NE 95 ST MIAMI SHORES,FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds!Baths/Half 4/3/0 Floors 1 r. Living Units 1 Actual Area 3,497 Sq.Ft ` Living Area 2,438 Sq.Ft Adjusted Area 2,898 Sq.Ft Taxable Value Information Lot Size 13,100 Sq.Ft 2015 2014 2013 Year Built 1940 County Assessment Information Exemption Value $50,000 $50,0001 $50,000 Year 2014 20Taxable Value $352,486 $349,292 $343,392 13 Land Value $399, 48,479 $165,315 School Board Exemption Value $25,000 $25,000 $25,000 Building Value $203,382 99,759 $201,397 XF Value $26,337 $26,680 Taxable Value $377,486 $374,292 $368,392 $26,509 City Market Value 4 $474,747 $393,392 Exemption Value $50,0001 $50,000 $50,000 Assessed Value $402,486 $399,292 $383,392 Taxable Value $352,486 $349,2921 $343,392 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,0001 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $226,828 $75,455 Taxable Value $352,4861 $349,2921 $343,392 Homestead Exemption $25,000 $25,000 $25,000 gales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Price Board,City,Regional). Corrective,tax or QCD;min 10/23/2014 $100 29389-4985 consideration Short Legal Description 12/12/2011 $515,000 27966-2454 Qua[by exam of deed MI 53 42 07/01/2007 $975,000 25772-4164 Sales which are qualified MAMI SHORES SEC 3 PB 10-3T 06/01/1998 $347,300 18155-3332 Sales which are qualified LOTS 23&24 BLK 84 LOT SIZE IRREGULAR OR 18155-3332 06981 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 Miarn Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclairner.asp Version: 1 A IT s _ JAN 2.0 2016 �� COPY- LY' SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROBING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renalling wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is n verloaded from a buildup of water. Perimeterledge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R444 a 4413. K'Cw-4er1�Agenfs4gnatu!r Date Con a r Signature Date Property Address _ � �Permi#Number H I I. V-Vw t �� Revised on 7/9/2009 LD;07/01/2015; (/ •• ••• • . • . . •• l �. : : : : : Miami Shores Villa e •• ••• •• •• APPROVED BY DATE ••• . ••• ... . ZONING DEPT so: : * 0 s 0 .. BLDG DEPT ,[JRJFCT TO COMPLIANCE WITH ALL FEDERAL ;.; ; ; ; srATF AND COUNTY RULES AND REGULATIONS r • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® SECTION 1525 L HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 0 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT ' APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below Low Slope Application A'B'C 1,2,3,4,5,6,7 j Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4.5,6,7 1 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 ! ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 1 2. From Product Approval: Front Page Specific System Description Specific System Limitations 6 General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 0 i 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 1 .. ... . . • . . .. . .. . . . . ..• . .. ... .. . . . .. . ... • ... ... . . •• . • . • .. . . 15.38 ••• •.. . • • �_��'•'•••• • FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) R 9.11111,111 Kill] I COPS t SO1J'-"4 iu C(ILL 1t •RESERVED);4--d by EliezcrPalacio on!un 8,201510:32-.12 AM pursuant to Liaem ••• • • • ••• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(20141) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section A(General Information) 1 Master Permit No. ON ,Process No. 6 Contractor's Name Job Address_ ' Al t J 1 1 ROOF CATEGORY1 1 [3Low Slope 13Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 E3 Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance erooflng ❑ Recovering 1 ROOF SYSTEM INFORM 1 1 Low Slope Roof Area(SF) Steep Sloped Roof AREA{SSF300Total(SF) a 1 1 Section B(Roof Pian) 1 Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- sions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 1 1 � I D I I1 1 171 i'Aa-6 1 1 1 1 • •• i 1 •• • • -.1 1 1 01Z 41 1 se, f_] - 1 1 .. • • » . . n FLORIDA BUILDING CODE—BUILINNG15th M6- (21r4) i 15.37 ti l i 11111111 CoP.49ht V,00 MPV aIGirMMERVW);a=nw by Mew Palacio on Jun S.201510•.32:12 AM pursuant to License aggmM—tr Or rt ft.Vh-t&A: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) c High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) (r 1 Roof System Manufacturer.• L�7 ep 1 Notice of Acceptance Number. 1 ' 1 Minimum Design Wind Pressur s,If�llicabte(From 127;!�Iculatonsy 1 P1• 31: P1: 1 1 1 i Deck Type: 1 1 R Scope: Type Underiayment ?�b A��-►,.,r 1 1 12 insulation: E21 1 1 Fire Barrier: 1 1 / S Ridge V ntil ti Fastener Type&Spacing: It s ! s , J- UG Adhesive Type: g Gj k- Act- i Grp 1 _ 1 Type Cap Sheet: YO�v R 3 TO 1 1 Mean Roof Height: Roof Covering: Type&Sipe Drip G 1 Edge: 1 v 7C,3 1 1 .. ... . . . . . .. •• . • . • • . .. . . . . ... . .. ... . .. . . . .. . ••• . ••• ••• . .. .. •• .. . . . . . . . • . • •• . • FLORIDA BUILDING CODE—SUILNft,$e,E"14284 : is.3g inew 1 i i �b rho''RuRl�•&SMkVW),ac�sed by Miew Palacio on Jun 8.2D15 20:32:12 AM pursuant to Uc mw 000 • 0 0 ••• 0 • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES r Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 -1 / Section E(Tile Calculations) / For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from hA,.if the M,values / are greater than or equal to the M,values,for each area of the roof,then the file attachment method is acceptable. 1 Method 1 "Moment Based Tilealculations Per RAS 127" t e 1 (P 1:1 l9 x JIZ b S=$.Ol _Mg: M„V b S Product Approval M, T 1 ( :�i xX L6 _ -Mg: . 1=M� �} Product Approval M, / (P3VAb xx,�j5 =2bb-14-Mg: =Mrs 1 ? Product Approval Mf / Method 2"Simplified Tile Calculations Per Table Below" / Required Moment of Resistance(M)From Table Below Product Approval M, 1 / M,required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' / / 2:12 34.4 36.5 38.2 39.7 42.2 / 3:12 32.2 34.4 36.0 37.4 39.8 / 4:12 30.4 322 33.8 35.1 37.3 / 5:12 28.4 30.1 31.6 32.8 34.9 / 6:12 26.4 28.0 29.4 30.5 32.4 / 7:12 24.4 25.9 27.1 28.2 30.0 / *Must be used in conjunction with a list of moment based tie systems endorsed by the Broward County Board of Rules and / Appeals. 1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F values are greater than or / equal to the Fr values,for each area of the roof,then the file attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127° / (P1: x L - x w:= W: x cos @ =F„ Product Approval F' / (P2:!x L - x w:__)_W; x cos 8 =F,2,_ Product Approval F' 1 (P3•_x L - x w:- j-W: x cos 8 =F,s Product Approval F 1 / Where to Obtain Information / Description Symbol Where to find / Design Pressure RAS 127 Table 1 or an engineering analysis re- / 9 P1 or P2 or P3 �` 9 9 IY pre- pared by PE based on ASCE 7 I Mean Roof Height H Job Site / Roof Slope 9 Job Site I Aerodynamic Multiplier Product Approval I Restoring Moment due to Gravity Ma Product Approval / Attachment Resistance Mr Product Approval / Required Moment Resistance •• 000 • Calculated / Minimum Attachment Resistance • •. • . • •• Product Approval / Required Uplift Resistance '000 ••• •• F' Calculated Average Tile Weight W Product Approval Tile Dimensions 6:91- =1ds�fit'•�/=w Product Approval / All calcxllafions must be submitted td jt bt:ldina a tham&Zof pewit applicaton. 15.44 ••• • • • • ••• • • R� • • • • • • • l:I.ORIDA BUILDING CODE--BUILDING,bth EDITION(2014) ®I') MINIMA it I 1 �tf t 1 pgP3��Nf,��(AJ:L PJ 2l d RNSERVED);ar�emd by Mew Palado on dm 8,201510:3212 AM PwMaW W Lice s. 1 a MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE NOA T(786)315-2590 F(786)315-2599 www miamidade an." Con Entegra Roof Tile,LLC 1289 NE 91h 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 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an uct for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section, ect ons 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 berovi a to the.•. • p• it o .the user by the manufacturer or its distributors and shall be available for inspection at the job*rte*Ct1fe,1,'e+&t'ofehe Building Official. This NOA revises NOA# 11-0414.09 and'ConSi*ts otpages f 4rough 6. The submitted documentation was reviewed by Alex Tigera. . ... . ... ... . INIAMb11ADE CotMIY NOA No.14-1120.06 �' ' Expiration Date: 06/07/16 ••• • • • ••• • • • • • • • • Approval Date:06/18/15 . . . . :0: . . . • . •. .. . . . .. .. ,�� . . . ••• • • Page 1 of L Y 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 �' g thickness Manufactured for each the 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 Dec. 1991 Appendix Ill PA 102&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4"Headlap,Nails,Direct Deck,New •• ••• • • • • • •• Construction) The Center for Applied • . PP 2�-703-5'% . : '•' •• Static Uplift Testing Oct. 1994 Engineering,Inc. ..' ••: '00 '•' : : ..' PA 102 (4" Headlap,Nails,Battens) . ••• . ••• ••• . • . • . . • • • .. . . . . . . . • . •• • Y • • • IAME ECtK11d1Y NOA No.14-1120.06 ••• • 0:0 • • Expiration Date: 06/07/16 . •• .• • Approval Date:06/18/15 . . • • . . . . •i• :' '* '•' •i• i' 'i Page 2of6 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Renort 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. R2.894 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 Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering,Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 .• ••• •• 25-7804-4&5 ". .; "": : : :.: '. 25-7848-6 Walker Engineering,Inc. Evaluati&Clct9&& : : ..' 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004 Walker Engineering,Inc. Calp&tions ... ... Two Patty Adhesive Set System April 1999 Nutting Engineers :0:13243,11: •o 0 : : TAS 112 05/06/08 ln�a- •• NOA No.14-1120.06 0#0 • • • •." • • Expiration Date: 06/07/16 a 0.0 s Approval Date:06/18/15 • •• •• • • • "" "" Page 3 of 6 •i• • • & •.• • • I 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(ibf) Length-1 (ft) Width-w (ft) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers -X (W) Tile X ( ) I (ft3) Profile Batten Application Direct Deck Application Ente gra 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 Direct Battens Direct- Deck Deck Deck Deck Deck 6.53 6.97.. l 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 .. ... . . . . . .. .. . . ...• • •. . .. . . . . . . . • . ..o ... .. . . . .. . ... . ••• ... . . . . . • . . . •• . • . • •• . • EDADEcounirr NOA No.14-1120.06 JAPPROVEDI ••• • • • ••• Expiration Date: 06/07/16 • 000 Approval Date:06/18/15 . . . . . . . . . . •i• i• •0 ••• •i• 0• •0 Page 4of6 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Entegra Flat 2-10d Rin Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 Shank Nail 4.9 ri ooth or Screw 14.0 18.8 7.4 k Nails Screw 30.8 30.8 18.2 Screw EE51.7 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 19.0 221 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.$ 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 fastemers are located a min. of 2%2"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft4bf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Flat Tile Adhesive 31.33 2 See manufactures component approyal for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M'"2-Component-Foam Roof Tile Adhesive Ake-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3M'"2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3MT"2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large ddy placement of 45 grams of 3M'2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams 2fb2%3£- v e Foam?Roof Tile Adhesive AH-160 . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . . .• . • . • •• 606 awa WIWI 2-00us NOA No.14-1120.06 " '.' Expiration Date: 06/07/16 : V: Approval Date:06/18/15 • • Page 5 of 6 S. 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' i 10° FIELD TILE �• 16° 104 • • • • • • %: • • ••• •• • • • •• • THICK BUTT TILE .. . • . . . . . • . . EM IN'Y' MACCIPJA*NCE MEMDECOUNTY NOA No.14-1120.06 ••• • • ••• Expiration Date: 06/07/16 . . . . . . . . . . : i • : V: : : • : Approval Date:06/18/15 • .. •. . 0 • .• •• Page 6 of 6 M r MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaroidade.eoy/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall beprov id ed to the user by the manufacturer or its distributors and shall be available for inspection at the job site a=thete4u*4st ojt14 Building Official. This revises NOA#12-0713.02 and conslIts df$agd?1 throdgg?' The submitted documentation was reviewed by Alex Tigera. . ... . ... ... . ... . . . •,• • NOA No.: 14-0717.08 MIAMFDIIDECOUNTY Expiration Date: 09/13/16 APPROVED • • • ••• • • • i i•••i i i i i•••i Approval Date: 01/22/15 ••• • • • ••• • • Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Cateeory: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 313j/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6598"x 3'3 3/8" membrane,glass fiber reinforced with polyolefmic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'3-/g" APP polymer modified, fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65'x 3'3j/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1 &#2 the underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'3j/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3j/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. y jG $nj�jSTM A rubberized asphalt self-adhering,glass- Polystick Dual Pro Roll: Manufacturing Location 61' x 3'3-'/g*. Il AM: fiber/polyester reinforced waterproofing #2 60 mils thic1 membrane. Designed as a metal roofing and roof tile underlayment. . . .. . . .. .. . . . . . . . . . .. . . . . .. . . ..0 , : : 1 :1 NOA No.: 14-0717.08 MI iMFDADE COUNTY I APPROVED " :V: Expiration Date: 09/13/16 i V�.: 000 : :. Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: !.Hazelton,PA 2.Winter Haven, FL EVIDENCE SUBNIITTED: Test Aaencv Test Identifier Test Name/Report Date Trinity Etta P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 •R-XMt8lk ••• 'BA=S JOB/ASTM D4798&G155 11/09/09 •DX2308JY: : : T.;S'iA3/ASTM D4798&G155 02/18/10 4AZA8A: •.• T&40/ASTM D4798&G155 02/18/10 . ••• • ... ... . • •• • • • • •• • • •• • • • • • ... . • ••• • NOA No.: 14-0717.08 JAPPROVEDI MIAhIFa4DE COUNTY Expiration Date: 09/13/16 :.•.: : :.•.: Approval Date: 01/22/15 ••• • • ••• ' Page 3of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6"o.c. at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. . .. . . . . ... . .. ... .. . . . .. . ••• . ••• ... . .. . . . . . . . . . . •• . . . • •• . . 0:9 • •••• NOA No.: 14-0717.08 MIAMaDADE COUNTY • • • • • • DROVE� V: � � Expiration Date: 09/13/16 .. .. . . . .. .. Approval Date: 01/22/15 "' ' ' "' Page 4 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-%z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU PTile Pro Dual Pro TU Max MTS Plus S6 � Winter Haven, 180 90 181. .: 1 : : :80 ' 180 180 90 180 . . . Hazelton,PA. N/A 90 N/A 180 N/A • N/A N/A N/A N/A 7. All products listed herein shall haves qua$ty as014mc� udit a�cOrdance with the Florida Building Code and Rule 9N-3 of the Florida AdministratA Code : : : . ' % .. ... . . . . ... . NOA No.: 14-0717.08 CMAAM'1&MDADfflEj'ff)N ' ' ' ' Expiration Date: 09/13/16 ••• : :.�.: Approval Date: 01/22/15 ... . . . ... . . Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope d(q� ri IV 4� I �1 �g Y f y t4 Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . .•. . •.. ... . • • . . .. .. . . . .• • . . .• . . •• . • . • •• . • MIAMFDADE COUNTY NOANo.: 14-0717.08 Expiration Date: 09/13/16 '••• � i i i i.i i i i Approval Date: 01/22/15 . .. .. . . . .. .. '�' ' Page 6 of 9 e 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) d •, 3 r CL a x s 12 N r! r 2prCYaGkpmpared F41LYlfi1CK'tU PIS 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMFDADE COUNTY ,...• BUILDING PERNIIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Oficial or applicable building code in order to properly evaluate the installation of this materials. so 00 so . .. . . . . ... . .. ... .. . . . ..• . ••• . ••• ••• . .. . • . . . . . . . . .. . . . . •.. . . .. . . . • ••• ••• NOA No.: 14-0717.08 MIAMFDADE COUNTY . . • • • • • . Expiration Date: 09/13/16 :.'.: : :.•.: Approval Date: 01/22/15 *so 0Page 7 of 9 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. .. ... . . . . . .. •• . . . • . .. . . . . ... . • • • i • • . 6:0 . •.• •.• . • • . . . • •• . . . . • • 00. •• . • . • •• . • ,,, , , , , ,�, APPROVED i i i. , , NOANo.: 14-0717.08 MIAMFDADE COUNTY Exp iration Date: 09/13/16 s i i i i i i• s i i i i•�.i Approval Date: 01/22/15 0" "' ' Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . . .. . . . . .. . . NOA No.: 140717.08 JAPPROVEruar�anAoe cD_[ Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 A * Payment Receipt' Great Waste&Recycling Servic 6710 MAIN STREET SUITE 2& MIAMI LAKES,FL 33014 305-688-6188 Trans Number: 507678 Date: 01/19/2016 Account No 1049640 OBENOUR ROOM PAY-CC -1 VISA-2509 AUOFDFA6A623/03 Total: $100.20 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • •• • • • • • • • • • Thank you for your • • • ••• • • • • • • • • • •• • • •• •• ••• • • ••• • •