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RF-16-981 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 �. Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com July 5,2016 Decktite Roofing and Waterproofing, Inc. 16104 Kilmarnock Drive Miami Lakes,Florida 33014 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 565 Northeast 101 Street Miami,Florida Information provided by client: Permit Number:Not Provided Date Completion: June 30,2016 Roofing Contractor: Decktite Roofing and Waterproofing,Inc. Project Number: 16-0723 (Testing Laboratory Certificate# 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid,discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and(1) in the comer areas were conducted. ased anresults eye`conclude; tieiista�lation of tie roof tile,at tl�e abo -reefe �ajeet meets tk� �reg einen utlme `n the alcove- emhanOd profbcol t a� e d'pleasefin' +, 5` , p (�f out test x fer yourv�ew' r� . F u.. . Z, , _ � .r1 Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted;. Reileh Engineering Corporation M Sonny Salleh,P.E.49014 Project Manager TELE UPLWF rEsr Residential Home 565 Northeast 101 Street Miami,Florida Submittals: Cover Page Page 2 thru 6 of 6 Drawing 16-0723 Reileh Engineering Corporation—Project Number-16-0723—Page 2 of 6 Report of TILE UPLIFT TEST for • Residential Home 565 Northeast 101 Street Miami,Florida Project Number: 16-0723 Test Number TestLoad b Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-16-0723—Page 3 of 6 Test Number .Test Load b Test Status'' 25 35 Pass • 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-16-0723—Page 4 of 6 Test NumberTest Load b Test.Status ,,' 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 1 Pass Reileh Engineering Corporation—Project Number-16-0723—Page 5 of 6 Test Numberfest�.oad b Test"Statin' 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass Test 1-17 Corner, 18-26 Ridge Caps,27-49 Perimeter, 50-90 Field Reileh Engineering Corporation—Project Number-16-0723—Page 6 of 6 21 n 89 so 49 2B 89 51 52 81 11 16 15 14 48 29 90 n 51 69 66 50 41 55 � 78 16 54 y5 19 80 65 15 9 68 � 64 1442 56 51 85 69 65 61 81 62 13 46 10 19 44 59 58 84 n 7I 82bo I 2 51 6 1 n' NUMWIR OF Te5f miammp - 1400 5F O ranr CAP TEST I,orA11oN FEW - 41 COUP - 110 5F COUP - 125 PMMMR t715fMa,a= 3' 13MN0M5 L00%Se 16'072 MAT CAP - 9 COUP SEA- VX V Af't'fZOX,ROOF IW LOCA11ON5 AW f7IAMION5 all AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553$44 F.S. To: Miami-Dade County Building Official 11805 Coral Way,Suite 111 Miami,FL 33175 I, Re: Owner's Name G kC a U wz-'t- Property Address N 1 1 S+ S" ,ue c-� 33138 Roofing Permit Number Dear Building Official: 111V­0►Z 1,Ze t-A-10 certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the"Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Signature J"'ing Agent { Vszl'ZCi-5 7— Print Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this I 14N_1 day of (SEAL) �S°9"`"'- IVIS RS03, 1 � �MY COMMISSIO EXPIRES:Augu / oe y Personally known or Produced Identification 0 !3 Miami Shores Village �n 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 <�s*APPROVED Annm� Phone: (305)795-2204 1 Expiration: 11/07/2016 Project Address Parcel Number Applicant 565 NE 101 Street 1132060171140 LUCY LONDON Miami Shores, FL 33138-2450 Block: Lot: Owner Information Address Phone Cell LUCY LONDON 565 NE 101 Street (954)558-4734 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 20,160.00 DECKTITE ROOFING AND WATERPR( (786)308-7657 ........ ..: .... ,: w. _....... __.__ __...... Total Sq Feet: 2700 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF CLAY 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-4-16-59384 CCF $12.60 05/11/2016 Credit Card $801.60 $50.00 DBPR Fee $4.50 DCA Fee $4.50 04/12/2016 Check#:1430 $50.00 $0.00 Education Surcharge $4.20 Bond#:3084 Permit Fees-New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $851.60 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: Aceo f that all the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning the ore,I a7kr the above-named contractor to do the work stated. May 11, 2016 AuthorizeZSnaZ-Own / Applicant / Contractor / Agent Date Building If( Copy May 11,2016 1 /(o Miami Shores Village Building DepartmentD Cr 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ApR X016 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 y: FBC 14s BUILDING Master Permit No. I PERMIT APPLICATION Sub Permit No. ❑BUILDING r-_j ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS F-1 CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 565 NE 101 st Street City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11-3206-017-1140 Is the Building Historically Designated:Yes NO X Occupancy Type: resid. Load: Construction Type: roof Flood Zone: BFE: FFE: OWNER:Name(Fee simple Titleholder):Christopher Mcguire Phone#.954-558-4396 Address:565 NE 101 st Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Decktite Roofing &Waterproofing Inc. Phone#: 305-828-8641 Address: 16104 Kilmarnock Drive City: Miami Lakes state: FL Zip: 33014 Qualifier Name: Andre Zeno Phone#: 786-308-7657 State Certification or Registration#: CCC1330185 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 0 (ZOO u Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Reroof Specify color of color thru tile: �- A,-( Submittal Fee$�� �" Permit Fee$ 00- CO CCF$ 2 • O CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ 20_ _Double Fee$ 2 T Structural Reviews$ Bond$ EMM v�, ,1 TOTAL FEE NOW DUE$ I • 60 (Revlsed02/24/2014) U 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C Signature C OWNER or AGENT CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �4-"%day ofl''tl 20 l(® by 1Z�� day of ��, �' 20 1'6• by r� MC�Wn�io i rsona yknowr�teo VQ V-0- Z ® � ,who is personally known to me or who has produced as me or who has produced F-1 • PL--• as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ILIl Sign: i°� S. I g � l!L%` Print: Print: Seal: Kbnbedy Zeno �+° BOVIS VICENTE r� < My comm�8iot►FF 102184 Seal: �• MY COMMSSKW:r r 977412 `yp�p F. i 0311612018 ••.••` F.XPiRE$td6rcb 31.2020 �07►16&8751 f W1 APPROVED BY `� T Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ` Miami shores Village nein, te9ae "Bu"Idang,a 10050 N.E.2rd-Averiue Miami Shores, Florida33138 Tel: (305) 795.2204 Fax: (305) 756,8972 OWKRS' AVITEXEMPTION ---�-�z -mob. .. �,., ...�..,..�_.�, ROOF TO WALL CO NAIECTMHURWANE WiGATION RErROf1fr.FOR EXISTING SITE- BUILT SINGLE FAWLY RESIDENTIAL S'T'RUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date.. 10050 NE 2rdAve Miami Shores, F1'33138. Re: turner's Name: G s �—o P l.s r /�/�GCS w �e � L �, c� C_C)..d® ,., Property Address:_ arm �� /V C to l S-f-r-�-}- Roofing Permit Number: Bear Building Official: I �-�✓'� •.�'v Ak A-1-,certify that I am not.required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00.Please attach proof of ad vaWam texatio". o The bdiltfi was constr ted in-cofWianc a with the prWsions of the Florida Building Code(FBC) or with the previsions ,of 19N edition of the South Rorida Building Code(1991 SF-BC) C - yuk C 1-1Lv-t`S+-o p k-e-, Ake,(-::> %A,-I`rQ SIgnature Print Name State.of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this -`-t`�' day, of_12�+pri I , --='C::)I Notary Pubk$tate of Florida Notary Public, Sate of Florida at Large �1► K�` ZenoFF 102184 • when the just valvatior 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 UK.Then you must provide a building application from a General Contractor for the Roof to Wall connection Humane Mitigation. Revised on 512112 N Property Search Application- Miami-Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER i Summary Report Generated On:4/12/2016 Property Information Folio: 11-3206-017-1140 565 NE 101 ST Properly Address: Miami Shores,FL 33138-2450 A Owner CHRISTOPHER P MCGUIRE , LUCY LONDON �Y y Mailing Address 565 NE 101 STREET MIAMI SHORES,FL 33138 USA Primary Zone 1200 SGL FAMILY-2501-2800 SQ Primary Land Use 0101 RESIDENTIAL-SINGLET FAMILY:1 UNIT Beds/Baths/Half 4/2/0 Floors 1 . Living Units 1 r Actual Area 2,210 Sq.Ft Living Area 2,210 Sq.Ft Adjusted Area 2,102 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft 2015 2014 2013 Year Built 1940 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $371,654 $277,774 $272,931 Year 2015 2014 2013 School Board Land Value $276,299 $241,408 $214,061 Exemption Value $25,000 $25,000 $25,000 Building Value $190,574 $307,214 $152,035 Taxable Value $396,654 $302,774 $297,931 XF Value $1,051 $0 $1,064 City Market Value $467,924 $548,622 mm$367,160 Exemption Value $50,000 $50,000 $50,000 Assessed Value $421,654 $327,774 $322,931 Taxable Value $371,6541 $277,774 $272,931 ._..........-..............__...................................................................... ..................................__._....- Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $371,654 $277,774 $272,931 Save Our Homes Assessment Cap Reduction $220'848 $44'229 Sales Information Portability Assessment $46,270 Previous OR Book- Reduction Sale Pace Page Qualification Description Homestead I Exemption 1 $25,000 $25,000 $25,000 29151- 05/12/2014 $584,850 3686 Qual by exam of deed Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, 09/09/2010 $352,000 27457 Qual by exam of deed School Board,City,Regional). 2727 08/01/2003 $275,000 21525- Sales which are qualified Short Legal Description 3396 MIAMI SHORES SEC 4 AMD PB 15-14 00000- Sales which are disqualified as a result LOT 21 &22 BLK 94 12/01/1976 $1 00000 of examination of the deed LOT SIZE 100.000 X 115 OR 94831190 COC 21525-3396 08 2003 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 -A AA:n.n:r%,A-!`n..n{..nnn...rnn nn lin L.il:i.. nnn A.11 A:nnln:...n.--A I Inn.Anon^-^-+n1 hNn•fh.w.....v..n.v.:.Jn.ln nn..f nin/A:nnln:.v.n•nnn http://vvww.miamidade.gov/propertysearch/ 4/12/2016 i. � • = il1X� 1.1�• 1L1 �L WM4-Mo i* ■ ■ laOrd - r e • n „ f i:• tri\aM■iloi\!!!■w!!■will!\■■iiilrr■■o■■liiilw!!i!i>tiiiilii!(!!l101iiiiM�11111MMw■ tw\■i!■i!!1!!■!\!■iolliliol■i!1111■i!\!11!!\i\!\\i!!!\!i\w!\1�l\\\M\wiiiMYYYYY\■ 1■1111!■\■11111www!\11!■1olwi1li!!■i\1loiwiMolwii!!!i!liilNlil�YMliiwY!!!i!i■ %l�fi��i��%��f����a!��1%%���»fllt�t��llfi��1l11<iRAr�M�iM���r1�ilwtfoi�r11'ii'T�1M■�! tirw�w111lw1!\111la.arlilllwlllwMllii1w11itiM!>t\!wow\!!!r\liiil�wii!!lliYiliY!■ ti\! ■■lariil�raaan..r,._..,.._---'.�.liiiriarr!■ir.illlili M1[<a^!\ii1li?liliilMli3lrMi\■. 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S .........,..,:.:...............:. nnnn.,n,.+..s..,,.n. :..,,.n,.a..,..,.,,.:.,.n,.nn n:+.,n:. ...v, '...xv^»:.»'o;;.+,.,�:',kv".:t• TPO-C 45 (REINFORCED MEMBRANE) WHITE 07MHT4041 W 4'X 100' roll 1 400 376 4 102 GRAY 07MHT4041G 4'X 100' I roll I 400 376 4 102 1 WHITE (UT PLANT ONLY) 07MHT4051W € 5'x 100' _, roll 500 s 470 4 '_. 126 I GRAY (UT PLANT ONLY) 07MHT4051T I 5'x 100' roll 500 470 I 4 126 WHITE 07MHT4061W VX 100' I roll ':' 600 ( 564 I 4 146 I GRAY 07MHT4061 G VX 100' I rop 600 56 '. 4 j 146 WHITE j 07MHT4081 W 8'x 100' roll 800 3 7/2 4 203 GRAY 07MHT4081 G I 8'x 100' roll Poo 52 4 203 • WHITE 07MHT4101 W 10'x 100' roll 000 { 940 4 •i 353 •••• • GRAY 07MHT4101G I 10'x 100' 1 11 0 940 ; 4' 1 •253 :..•• WHITE ($0.01 UPCHARGE)! 07MHT4121 W 't 12'x 100' II 1200 ? 1128 4:.!: :.j92 • GRAY($0.01 UPCHARGE) 07MHT4121 G i 12'x 100' II 1200 i 1128 4••I ••292 • •• 6909: TPO-C 60(REINFORCED MEMBRANE) •••'•• •• ' •'0" WHITE 07MHT6041 W I 4'x 100' roll 0 f 376 I 4• . 0 0,028 l•••• •3 • GRAY 07MHT6041 G 4'x 100' I roll 400 ? 376 4••i••b28 • i• WHITE (UT PLANT ONLY) 07MHT6051 W I 5'x 100' roll '• 500 ( 470 ' 4••�••1158 `•••• ••••• • • GRAY (UT PLANT ONLY) I 07MHT6051G I 5'x 100' roil 500 470 4• • x8 •. • WHITE 07MHT6061 W 6'X 100' ro 1 600 564 i 4 191 0 0 0 0 -----— -- -'- -- — s ---- ---- - -- GRAY 07MHT6061G6'X100' r I I 600 564 4 191 WHITE 07MHT6081 W8'x 100' roll 800 I 752 4 253 GRAY 07MHT6081 G 8'x 100' roll I 800 752 4 253 • WHITE 07MHT6101 W 10'x 100' i roll } 1000 j 940 4 I 316 GRAY I 07MHT6101 G 10'x 10 ; roll { 1000 I 940 4 I" •316 : WHITE($0.01 UPCHARGE) 07MHT6121W 12'x0' roll 1200 1128 1 4 381 GRAY($0.01 UPCHARGE) 07MHT6121G 121 100' roll I 1200 1128 1 4 381 1I TPO-C 80(REINFORCED MEMBRANE) WHITE I 07MHT8041 W4'x 100' roll 400 I 376 4 •. 172 GRAY 07MHT8041 G 4'x 100' roll 400 376 4 172 WHITE (UT PLANT ONLY) 07MHT8051W 5 x 100' roll 500 i 470 l 4 I 213 { { t GRAY (UT PLANT ONLY) I 071VIHT8051 5'x 100' roll 500 470 ':• 4 213 WHITE € 07MHT80 W VX 100' 1 roll 1 600 564 1 4 257 GRAY 07MHT 61 G 6'X 100' roll 600 564 4 257 WHITE 071VI8081W 1 8'x 100' roll 800 752 1 4 1 342 GRAY 07 8081G 8'x 100' roll 800 752 4 1 342 I WHITE 0 HT8101 W 10'x 100' roll 1 1000 940 4 426 GRAY 67MHT810IG 1 10'x 100' roll I 1000 940 4 426 WHITE($0.01 UPCHARGE) I 07MHT8121W 12'x 100' I roll 1 1200 1128 4 513 ' , i 7 f ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Foam Section D(St�p Sloped Roof System) Roof System Manufacturer: CERAMICA VEREA Notice of Acceptance Number: 14-0107.02 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations�1. -39.1P2, -68.1 P3: 100.7 e a�� MAXIMUM DESIGN PRESSURE 48.45 Lige, Steep Sloped Roof System Description . . .... ...... Deck Type: 5/8 PLYWOOD Type Underlayment: ASTMD 226 TYPE 11#30 •••••• Roof Slope: ••• 3 12 .... ..�..� Insulation: N/A •••••• • ••••• Fire Barrier: N/A : . on? Fastener Type&Spacing: 1 1/4°R/S NAILS WITH 5/8 T I#Cn9V S • • Ridge Vennti2 Rows 12'0.0 FIELD :APS •• Adhesive Type: SELF-ADHERED Type Cap Sheet POLY GLASS TU-PLUS Mean Roof Height: 10' Roof Covering: SPANISH S Type&Size Drip 3X3 GALV.26 GPAU Edge: 1 L34 FLORIDA BUILDING CODE5th Edition (2014) --BUILDING T f ' � � T t t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section E(Tile Calculations) For Moment based til aystema,choose either Method 1 ort,Compare the values for Mtwitb the values from Mf.If the Mr values are grcatarthOu or trust to the Mt values,for each area of the roof,then the the attachment method is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" -39.1 .31 12.12 6.36 5.76 48.45 (Pi: x 1V )-Mg =Mrd Product Approval Ml (Pxi 68.1 x .31 a 21.11) Mg¢.36 _M,4.75 Product Approval Mf48.45 (P3100.7 x;l .31 ^31.311 Mg 6.36 M�24.85 Product APProvd Mt 48.45 Method 2"StmpliHed Tile Calculations Per Table Balow" Required Moment of Resitaamce(Mr)From Table Below Product Approval Mr Mr required Moment Resistance' Mean Roof Height'• 18' 21N 28' 30' 40' Roof Slope 2:12 34A 38.8 38.2 38.7 42.2 3:12 32.2 34.4 38.0 37A 30.8 4:12 30A 32.2 33.8 384 37.3 5:12 29A 30.1 31.8 32.8 34.9 8112 28A 211.0 29A 30.8 32,4 712 24A 28.8 27.1 28.2 30.0 ...... t • • 0000 0000•• Must be used in conjunction with a list of moment based til sy..endorsed by the Bru.M County Board of Rules and Appeals• 0 •• • 0000 • Forupuftbasedfdesystezmsuse method ICompared thevaluesforFwiththevalues forFrlfthe P•valuesarogreaterthan a,"ttowtvahres,••i• 000000 for each area of the roof,then the toe attachment method is atxaiptabhs • 0000•• • • • Method 3"Moment)lased Tile Calculations Per RAS 127" •••••• 0000 • • • 0 •000.•0 (PI:_x L, x W:_ -W: x cos 8 m Frl^ Product Approval F •0• 0 0000 (PZ;_x L_= x w:= W:____x cos 0 =Frz_ Product Approval it'y••: :0• •0 0:0* (P3: x L_= x W:e -W: x cos 8_-Fra_ Product Approval F_ • • • Where to Obtain Information 0 0900* Description ISYmbot Where to find • • .•0 0: •• • 0000 Design Pressure P1 or P2 or P3 RAS 127 Table I or by an englaceiog analysis pmpwtd by PE beset on ASCE 7 • • Mean Roof Height H Job Site Roof Stops 8 Job Site Aerodynamic Multiplier d Product Approval Reatoriug Moment due to MB Product Approval Gravity Attachment Resistance mr Product Approval Regtdred Moment Resistance M Calculated Mfolmnm Attacimum P Product Approval Resistance Required up11ft Resistance Fr Calculatod A Til.Vdeight W Product Approval Tile Dlmenalons W two Product Approval dth All calculations must be submitted to tie building official at ire time of permit applicadam FLORIDA BUILDING CODE 6th Edition 12014)-BUILDING 16•� Y Y 4 MIAMaE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera Ceramica Verea Lanza S/N 15685 Mesia(Coruifa)Spain 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: Clay Spanish"S"Roof Tile •0000•••• . . 0000 0000.. 00 .. 0000 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,0. state and &Mowing 0 0 0 0 00 statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereinr••••• 0 • 0000.. 0000 0 0 0 0 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and th2PC has bedn no change••;0.0 in the applicable building code negatively affecting the performance of this product. 00006. ..0 .0 00000 .. .. 0 00 000000 TERMINATION of this NOA will occur after the expiration date or if there has been a retsim j charWe in the 000000 0 materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endQrsrsernent of at�yYbffuct, . for sales,advertising or any other purposes shall automatically terminate this NOA.Failure 6 comply with arty:section"•• of this NOA shall be cause for termination and removal of NOA. •• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0226.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0107.02 MIAMI-DADS COUNTY Expiration Date:03/13/18 Approval Date:04/24/14 Page 1 of 6 t t ' � r ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Clay Spanish "S" Roof Tile manufactured by Ceramica Verea, S.A. in La Coruna, Spain and is distributed by Ceramica Verea, USA, as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in 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 Clay Spanish"S"Roof Tile L= 19.5" ASTM Cl 167 High profile clay roof tile. For direct W= 11.3" deck,adhesive set applications. Thickness:0.44" Trim Pieces Length:varies ASTM Cl 167 Accessory trim,clay roof pieces for Width:varies use at hips,rakes,ridges and valley varying thickness terminations manufactured for each tile profile. Verea Hurricane Clip 2.95"x 0.47'x 0.09"diam. (Optional)stainless steel ctp•9 . 0 0000 000000 2.55"x 0.47'x 0.09"diam. • • 00 0 .000 2.16"x 0.47"x 0.09"diam. 000000 0.0 0 900.0. 9 0000.. 2.1 MANUFACTURING LOCATION 0"" ' 0000.. 0000 . 0000. 2.1.1. Mesia(La Conuiia)Espana • 0000.. .. . 0000. 0 . . 0 .. .. . .. 0000.. 2.2 EVIDENCE SUBMITTED :00:4: • . . . 0000.. Test Agency Test Identifier Test Nam e/RepoBt :0-Ale 0 0 999999 American Test Lab of South Florida RT0706.01-11 ASTM C 1167 9=9/11 ' RT0311.01-14 TAS 101 •0.311§114 IBA Consultants,Inc. 4709-3 TAS 101 12/21/07 PRI Construction Materials CVER-013-02-01 TAS 101 12/30/13 Technologies CVER-014-02-01 TAS 102 03/11/14 CVER-015-02-01 TAS 100 04/07/14 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. NOA No.: 14-0107.02 MIdMMADE COUNTY Expiration Date:03/13/18 ' Approval Date:04/24/14 Page 2 of 6 ' 3.3 .Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Building 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 Clay Spanish"S"Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS-120. 4.2 Data For Attachment Calculations. Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight W(lbf) Length-[(ft) Width-w(ft) Clay Spanish "S"Tile 8.3 1.625 0.942 Table 2: Aerodynamic Multipliers -A(ft ) Tile A(ft ) (ft ) Profile Batten Application Direct ck eA ' lic ion Clay Spanish "S"Tile N/A 0.31 Table 3: Restoring Moments due to Gravity-Me(ft-lbf)• •••••• • • Tile 2":12" 31 : 4":12" 5":12" 6":t2" '� •• Z •' ProfilebYGreater ' Clay Direct Deck Di ct D6ck Direct Deck Direct Deck DiredTT ec Direct Deck• ••• Spanish "S" 6.46 6.36 6.21 6.01 5�74•�• ;••500 •••� Tile ' .. .. . .. ...... Table 6: Attachment Resistance Expressed as a Moment-Mf$wkm •; for Single Patty Adhesive Set Systems •••• Tile Tile Application INYpihihm Attachment Profile Resistanee Clay Spanish 3M 2-Component Foam Roof Tile Adhesive AH-160 63.212 "S"Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 58.6 1 Large paddy placement weight 34.6 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. 2 Medium paddy placement weight 24.5 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160 NOA No.: 14-0107.02 MIAMI•DADE COUNTY Expiration Date:03/13/18 Approval Date:04/24/14 Page 3 of 6 5 4.3 Clay Spanish"S"Tile and its components may also be installed with"Verea System"underlayment system in strict compliance with current NOA. Clay Spanish"S"Tile shall be installed as per applicable sections of Roofing Application Standard RAS-120. 4.4 Data For Attachment Calculations. Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-1(ft) Width-w(ft) Clay Spanish "S"Tile/Verea 8.3 1.625 0.942 System Table 2: Aerodynamic Multipliers -A(fe) Tile A(ft ) A(ft ) Profile Batten Application Direct Deck Application Clay Spanish "S"Tile/Verea N/A 0.33 System Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 2":12" 3":12" 4":12" 6":12" 6":12" 7":12" Profile or Greater Clay Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Spanish "S" 5.63 5.56 5.47 5.35 5.21 5.06 Tile/Verea System 0000 . . 0000 0000.. Table 6: Attachment Resistance Expressed as a Moment-Mf(f llbj •••• • 0 for Single Patty Adhesive Set Systems .00.06 0000 . 60 0 0000.. Tile Tile Application Mkoimum-A•••_ bent Profile ••ylfesistance Clay Spanish 3M 2-Component Foam Roof Tile Adhesive AH-160 " ": 48. , 6 "' "S"Tile/ 06 ,00 0 00 . 6000 Verea System • 0000 3 Large paddy placement weight 35 grams of 31VI2-Component Foam Roof Tile Adhesive;H-160;096:• 6 6 .0.. 00 • 0000 . 0 6 00 6 NOA No.: 14-0107.02 MIAMI-RADE COUNTY Expiration Date:03/13/18 Approval Date:04/24/14 Page 4 of 6 t Y ' 1 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". VEREA SPAIN C E LABEL FOR CLAY SPANISH"S" ROOF TILE (LOCATED ON THE SIDE 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 Oficial or Applicable building code in order to properly evaluate the installation of this system. . . .... ...... 00 ...... .... ...... ...... .. . ..... ...... . . . . ...... .. . 0 0 0 0 • so 0 NOA No.: 140107.02 MAMI-DAD,COUNTY Expiration Date:03/13/18 Approval Date:04/24/14 Page 5 of 6 t PROFILE DRAWING • 19.5" O 11.3" •"' . . .... ...... 00 00 0 ...... .... ...... .... . ..... ...... .. . ..... CLAY SPANISH S ROOF TILE ' . . . . ...... ....% V- a •• • My� e VEREA HURRICANE CLIP NOTE: USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR INSTALLATION DETAIL END OF THIS ACCEPTANCE NOA No.: 14-0107.02 MIAMMADE COUNTY Expiration Date:03/13/18 �gjmm' t Approval Date:04/24/14 Page 6 of 6 GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Section. Component Name Initial Aged Initial Aged Solar Reflectance Reflectance Reflectance Emmitance Emmitance Index(SRI) 1. Clay Spanish"S" 0.39 Pending 0.83 Pending 41 Tile 0000 0 00. 9::* 9060:0 0 . 0. e .66.9. 0 0 000000 0000 0 0 4, :00000 .:0:0900: :00 00 00: • 00 : ::.::o 0 :0 000000 0 :*00:0 000000 • 0• 0 69.6.• • . 0 00 0 0000 0 0 0..0 : NOA No.: 14-0107.02 MIAMI Expiration Date:03/13/18 Approval Date:04/24/14 Page 7 of 6 EM10MM MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code, 0000 DESCRIPTION: Polyglass Polystick Underlayments 0000.. .. 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,titq,state and feHowing •••• • statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.""" ;0000; 0000 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and&e'r*has beno change • in the applicable building code negatively affecting the performance of this product. : 0 • .. .. 0 00 0000:0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision 61 chanfe in the 000 000 materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endalsemegt of airy0pro uct, - • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure Urdomply wigrftysection• • of this NOA shall be cause for termination and removal of NOA. " ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 Mu►MI-DADEcounrnr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3-'/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 651811 x 3'33/8" 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 IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65'x 3'33/8" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65'x 3' bituminous sheet material for use as an.. 60 mils thick underlayment in sloped roof assemblk.&,,' Designed as an ice&main'shicld. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt szlf zd wring,glass- (Surface Printing) 65'x 3'33/8" D 1970 fiber/polyester reinforced waterprogfrlp 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 A aterproofmg,mgnt bran, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester minforeed,with a granular . #2 130 mils thick surface designed for use as a'tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 140717.08 MIAM4DADECot1NTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 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 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: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated 0000 Deck Description: Min. 19/32"plywood or wood plank ' . . 0000 0000.. System Type E(3) Base sheet mechanically fastened deck, subsequent cap memblAne'self-ad*188. '. 0000.. .... ...... Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. 0 . .0000. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c.at aAMtlwm 4"heaii:ap.(fo-• • base sheet only) . • Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps 10 minimum 0 vertical••••• (Optional) laps. •••••• • Membrane: Polystick TU Plus,self-adhered. •••••• 0000.. Surfacing: See General Limitations Below. •• •••• • NOA No.: 14-0717.08 Mtar7aawe couninr 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-%2"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. 0000 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polysttck Qugl Pro ny'Ue used •••' in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile s"tehis and quWlslate 6. roof assemblies.Polystick TU P may be used in all the previous assemblies listed except -til roofing: :000*:000 Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing jj j roof tile�syste}ns. :000*: Polystick TU Max may be used in non-structural metal roofing and roof tile systems. ;F**flex SQ C?ft a be *0000 used in roof tile systems only. • 0000.. .. . 0000. 00000* 3. Deck requirements shall be in compliance with applicable building code. •' • 000.00 0 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. Tie dtcl shall be free of irregularities. 6 :00600 . 0000.. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-exustingii;6 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 P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 140717.08 MN ►v naoe coum 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 •• •••• • 690.66 ..•. ...... Slope *00000 .... . ..... • • • 6 • •6996• • • • 696••• "er Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MAWDAD,COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. y t. Roofing Tiles (6 Max.Per Stack) CL A 12 N x r to pootDtick prepared ynuJ` ' ';F'OLYSTICKIfJ Rfus 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 appropri%te documen s, Xt4••'91 0000.. provided to detail compatibility of the products,wind uplift resistance,and fire testing r rdt3. so** 6• 006.00 0060 60.0.0 LABELING: •••:•• • • • 666666 1. All membranes or packaging shall bear the imprint or identifiable marking of the manuAgWgf1s naui'dra%to,city 6 6 6 6• and state of manufacturing facility and the following statement: "Miami-Dade County UwAwY Control Approved:.:..• or the Miami-Dade County Product Control Seal as shown below. 6 0 0 0 0• 0 'as goes** 0000.. 1449MWADE COUNTY • • • • •6666• 6 6 6 •66.6• BUILDING PERMIT REQUIREMENTS: •• 6 •••••• 6 Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 14-0717.08 CMIAMIOADEC rY Expiration Date: 09/13/16 7.08 Approval Date: 01/22/15 Page 7 of 9 � s ' 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 7"/12"or greater. It is suggested that on pitcb/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,expgsed galleys,4 eYpdsed .....6 roof to wall details. .... 66 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 5W'remium 1VI&DTied '*00.0 Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Pri'mp1m Mod�fie� ;•••• Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,njopyvd by a tChbf 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 insWfed in such a wsy so •.•••• that water will run parallel to or over the top of all laps of the patch. :00:6: • • 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglas"g6es a ,• , minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rotlpVa*acceptgWe for :00*0: rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. '..' 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. NOA No.: 14-0717.08 bn��Fjyyao � Expiration Date: 09/13/16 Approval Date: 01/22/15 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) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE • • •••• •••••• •••••• •••• •••••• • • • •••••• •••• • ••••• •••••• •• • ••••• • • • • • •• •• • •• •••••• •••••• • • • • • • •••••• 00 0 NOA No.: 14-0717.08 Mu►rnnaoec�® Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 522 MIAMI-DADS COUNTY KIAMW -` PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/economy 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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. . . .... ...... DESCRIPTION:3MTM 2-Component Foam Roof Tile Adhesive AH-160 • •••••• •••• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,•Citf,•state and following.••• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein..•"'. :...% 0 • .... . ..... RENEWAL of this NOA shall be considered after a renewal application has been filed and Wr*Mas beV nno ehang*:•••• 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.revWon or 41MIge•in th% materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endoAcn ent of anygr©du ct,fon •• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with artyvti seon of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MAM4DADEcourrnr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 . r ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment . . .... ...... PRODUCTS MANUFACTURED BY OTHERS: •••• •••• •• ...... .... ...... Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NQ.ft;h list attachment . resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhniye. :"": . ....% .... . ..... MANUFACTURING LOCATION: • ...... .. . ..... .. .. . .. ...... 1. Tomball,TX. ...... .' . . . . ...... PHYSICAL PROPERTIES: ••• •• Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. PGMI•DADe c NOA No.: 140805.01 ISOExpiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/22AM 528454-9-1 • . . .... ...... 528454-10-1 • 520109-1 TAS 101 •••;•• 1Z?W98 •••••• 520109-2 •••••• ' 520109-3 520109-6 •••• ••�•• 520109-7 •••••• •• ••••• 520191-1 TAS 101 „•„• 03/02%99 •••••• • 520109-2-1 • . . . . ...... LIMITATIONS: •• •••• • 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. • 2. 3M”"2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M"4 2-Component Foam Roof Tile Adhesive AH- 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Mtariananecounrrr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM x 0 0' Component Foam Roof Tile Adhesive AH-160 has been dispensed. "" 00 0 0000 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty migUt shall bei accordance with the'Placement Details'herein. Each generic tile profile requires the spesi&placement noted • herein. 0000 0000.. 0000.. 0000 . 0000. .. .. . .. 0000.. 0000.. 0 00 . . 0000.. 0000.. . . 000000 •• . •*:* • 00 0 NOA No.: 14-0805.01 MIAMI DADH COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 4 � Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable t4arkigg of the••..• 6000:0 manufacturer's name or logo and following statement: "Miami-Dade County Product Control A�Pojed" or the.Uami- . Dade County Product Control Seal as shown below. 000000 60:9 •..•:. MIAMMADE COUNTY 000000 .••.•. 4,,,• , 0000 • • . . • • •.•... 0000 • 0000• BUILDING PERMIT REQUIREMENTS:S: 0.0 0 0 0 •• 0 0 000:.0 0• . • 060000 . .. 0000.. As required by the Building Oficial or applicable building code in order to properly evaluate:ff(!Mlation ofthis 0 . . . system. . 0000.. •.•... • . 0000.. •• 0 •00. 00 0 NOA No.: 14-0805.01 MIAMWADECOUNTY Expiration Date: 05/10/17 l Approval Date:09/04/14 Page 5 of 11 i f 1 � ADHESIVE PLACEMENT DETAIL# 1 oaus�ptasetrrc p Flat/Low Profile Tile awqutnnd@, x<�. 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam } paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock s®lam•� �� �'` � ti of the file being set. Fa��arurx• 2. Continue in same manner.Insure approximately 17 ' a (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. .;`A •. ,sv sets Medium Profile/ Double Pan Tile ��a+ha4v�u1re�1 ft4my a5#0010 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ` paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set. 000* J� -�}L • • 0000•• 0000•• �•l _ 2. Continue in same manner.Jduk approxi xately 17 .• INZr ;1 (109.7 cm2)—23 (148.4 omi}sq+uare h4;adhesive •••••• sem, contact with the undersideso;t�t tile. :••••: �..--a., � ��� 0000•• �••••• ••�••• ` yf 0000•• •• • 0000• '—Fast 0000•• i 0000 0000•• • 0000•• • • • • • • 0000•• High Profile/Single Pan Toe : •••• stu�equtl d� `�4 `fit I�i°cu A*Inlot • ••• • i••••i �m •• • 0000 • • 1. Starting at the eave course,apply a nufniimtume 2" ., �. (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. •cam„►' '` ti ''FWda Weephok- x��p0�871164 NOA No.: 14-0805.01 httaManaoe courrrr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 u 9� FlaVLow Profile Tile 4'41. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the `�- strengthening rib of the tile closest to the overlock of lin the the being set.Insure approximately 17(109.7 cm2) mai —23 (148.4 cm2)square inch adhesive contact with the • � -r underside of the tile. A, d ,- 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. ;�a ►. tso��o�t•x Medium Profile/Double Pan Tile +e+ers e�umedl • • 1. Starting at the eave course,:Lppif a minimUM V(50.91 mm)x 10"(254 mm)x 1"(2Y4 n1m)foam 6&fdy uiyit6 '`. ••• • • •••••• - onto the underlayment posi•oW as shown•••under the• • " pan portion of the file closes]Notre overlock Qf the ;•••• the being set.Insure approxi"4gly 17(�(19'.9'tsn)— ••.•. 23 (148.4 cm2)square inchoAetiwe contact with the..:..' underside of the tile. .. .. .. ...... -- - 2. At the second course,apply minimum .8mm)•••••• • ;' ��'� x 7"(177.8 mm)x 1"(25.4.0m�*pam paddy onto the;....; underlayment positioned as s"Yl'owii undeti!MPan portion of the tile closest to the overlock ofthelile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Mi,4hnnaoe COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Mail ter, ouumt-s, High Profile/Single Pan Tile qa�•n Ir•dp `" `I t l8+if �9laTilw� 1. Starting at the eave course,apply a minimum 2"(50.8 w mm x 10" 254 mm x 1" 25.4 mm foam paddy ) ( ) ( ) P Y onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— � ' 2In ``,, ' � � `.0 23 (148.4 cm2)square inch adhesive contact with the Y` underside of the tile. 9 �> 2. At the second course,apply a minimum 2"(50.8mm) Imm e. ems. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan 14 2In, lEme dame portion of the tile closest to the overlock of the tile b0pedg® being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. . . •••• •••••• .. . ..•• ...... .... ...... .... . ..... ...... .. . ..... .. .. . •• ...... •••••• . . . . ...... ...... NOA No.: 14-0805.01 MIAMI-DAD,COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 L � ADHESIVE PLACEMENT DETAIL#3 rftffftcughptndccement pa6bedxeen t lii 1. On the eave course only,apply a minimum 2"(50.8 eauenee al It mm)x 10"(254 mm)x V (25.4 mm)foam paddy ° ue,aa tw onto the underlayment positioned as shown,under Sin9La1aft the strengthening rib for flat tile or under the pan �tapaf�le portion of the tile for low or high profile tile closest AIX4*. to the overlock of the tile being set.Leave d �,� '` approximately 4"(101.6 mm)up from the eave t.PWd7 edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm)of • 10 ' Q,, adhesive contact with the underside of the tile ,•um '�Im smclome 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below FlattLvv.Pantl1eT11 the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NAthmmo pbs&Aement slnlpepaftundert€le pan portion of the rile,closest to the underlock for iwhenrPaady1 + the second course tile to be installed. Insure @ approximately 8-9 int(51.6-58.1 cm)of adhesive Bannsdt tundwxW contact with the underside of the tile. on�. pad =. (Instructions continued on ne*pag+e) ••• • PaddT� R41m• t 0000•• • :0000: 0000 • • • • • • •000.0 •••• • 60.00 0iB1 210000•• •• •n. • • 0000• •• •• • •• 0000•• Eave(asure 0000•• • •• E.t�trse Eat 0 • 0 • • 000000 0000•• • • • :00 • Mediumtll�eTlle •••• i •0:0 0 •• 00 0 NOA No.: 14-0805.01 MUU*DAue Expiration Date: 05/10/17 mam Approval Date:09/04/14 Page 9 of 11 ■V P ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) W*nnophodc 5Ia epadowderule (Whenm"keM 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 1/4" ru�ec. `n�a (19 mm)paddy on top of the eave course tile Battew eddar dirtnnla@y surface as shown,on top of the strengthening rib Wdondfor flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. on Install second course of tile.Insure approximately X4Jn. t 9(58.1 cm2)- 11 (71cm2)square inch adhesive sh,plea.ain. 4 contact with the underside of the tile at the overlap padhon and 7(45.2 cm2)-9(58.1 cm2)square inch iia °�y A adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. give eomrse Via. _ - {i1Fe+�aholc 10IF6 sin. Fan dawre DFip edge High Pmflt lUe . . .... ...... ...... .... ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... .. 0 .... •• t NOA No.: 14-0805.01 MOMMADECOUNTYM Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" Inconactwi enough Ue achieve 6s to7asq.in Steep�ui�)katoons (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam Meontaexvioththe a)Turn covers upside doum.Place adhesive In paddy onto the underlayment positioned as to a in:from outsihetil eadgeo20to Hts. shown under two adjacent an tiles.Support eave Then install thetile.Ensure 20 to .l I> PP 3s sq.Zcontact area. o tiles from rocking until adhesive has a chance to Underlaymerrt �•�a'. cure. 0 0 Jµ. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm2) G, square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motarsh"n) 3. Turn covers upside down exposing the underside weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion ofthe eave course cover die.Abut to second course of edge of each side of the cover rile.Leave pan dies.Ensure eave end of pan and cover Hoes are flush at save tine. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inw%Aefree of foam to allow for expa�)sioa.. •••• **so:* •• • •.a• 4. Turn cover file over aiterb4dM is appIted and •••••• place onto pan file coi.M Wure a minfrnum of:....: 20(129 cm2)-25(161.3 c°fr124 squaaa.i . contact area on each side oYthe cover fi .....le to the 0•:0 0• ... .. . pan tile.Continue in sWea..u.lner.17ft^ay ••0 a any cured exposed foa"gL4$%sive.Poinding of e• longitudinal edges of the cbvtr tilesare . ....:. considered optional. a :06900 6.0 e ....ea 5. When additional nailing is required:Ie(5©.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Mw►o;counrnr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 t � M H SECTION 1524 HIGHVELOCay HURPKANE ZONES' -REWRED OWNERS NOTWMATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,A is the:responsibility of roofing contractor to provide the owner with t;,he requked roofing permit,znd io explain to the owner the contentof the sermon.The.pmisions of SecfM R440-2 ,govern the K(Mtinu"mfequ1rements,wW standards of.tbe ind stry;fOf= sYstem MstaWbm AddiiW064y,the f0lbwinq k"s'simutd'be addressed as part of-1be agreement between the owner ant the contractor.The owner's initial in the designated space indicates'that the item has been exptained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renaiied in accordance.with ft current larm6ss of Section R440a.(The rod deo.is usua#y concealed prior to removing the existing roof system)'. 4: Exposed Celling: Exposed,open beam ceilitfgs are where ft-a side,of the roof decking can be viewed from beiow.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provideailes option of maintaining the appearance. . • •••• •s•••• •• • Y••• • 0VV uppers'{wali'ouflefs):It isrecited ti t rairmter a: so iltt alae roof is :0096: riot werloaded fpm a buildup of water.'Perimeterfedge wal or outer roof eXttVj$B-may btekthis ..... discharge if oveftwscuppers(W outlets)are notprovided.it may be-.necwg&4tp irtstay.ove;low ..:•.' scuppers in accordance with the requirements of Sections R4402,R4403 an4.12"t, : '..• • �; �..... Owner1A °s Sig tore Date Contractoa Signal .. ••.� fie/L--- Property Address Aj tW,rt,,4 Permit Number Revised on 7/9/2009 i D;07101/2015;