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RF-17-2559 Permit NO. ,sHO1 sL,` Miami Shores Village Permit7ype:'Roof 10050 N.E.2nd Avenue NE WorkClassifiCatfon:Tile/Flat Miami Shores,FL 33138-0000 r 1w t Phone: (305)795-2204 Permit Status:APPROVED FtoR1oA issue Date-111912017 Expiration: 05/07/2018 Project Address Parcel Number Applicant 9740 NE 13 Avenue 1132050090450 Miami Shores, FL Block: Lot: JANICE MOST Owner Information Address Phone Cell JANICE MOST 9740 NE 13 AVE MIAMI FL 33138-2546 Corttractor(s) Phone Cell Phone Valuation: $ 27,600.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 - � Total Sq Feet: 3080 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF EXISTING RESIDENCE WITH NEW Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond,Type-Contractors Bond $500.00 Invoice# RF-10-17-65474 CCF $1680 10/27/2017 Check#:8913 $50.00 $839.93 r DBPR Fee $4.88 DCA Fee $3.25 11/08/2017 Check#:8942 $500.00 $339.93 Education Surcharge' $5.60 11/08/2017 Check#:8939 $339.93 $0.00 Permit Fee-New Roof $325.00 Bond#:3551 Scanning Fee $12.00 Technology Fee $22.40 Total: $889.93 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon' g. Futhermor , I authorize the above-named contractor to do the work stated. November 08, 2017 orized Signatu . ner / Applicant / Contractor / Agent Date Building Department Copy November 08,2017 1 �5'LOR s y Miami Shores Village �Boom 1111B Building Department ►� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �IORtDA Tel:'(305) 795.2204 Fax: (305) 756.8972 RE: Permit df— 10r—� DATE: ' r INSPECTION AFFIDAVIT %I i 0• Intylp" licensed as a (n) trac or Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: ( 1 °0 �l U On or about 11-7 l a`M , I did personally inspect the roof deck nailing /y (Date&time) work at `��94 /,3..Ouy_ (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o 53.844 FS) igure State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this at day of Uou i ,•. Y�Y ,.,; CATHERINE A.DUFFIN + . Notary Public=State of Florida _= Commission#GG 104296 PMy Comm.Expires May 14,2021 ,dlo 6adedlhrouynNai;ourNowryAsseNotary Public, Sate of Florida at Large . `General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S:to make such an inspection,Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection Miami Shores Village RcIFI TVRID Y "l �VC\� Building Department 0 T 2 7 017 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 20 ,(CIP BUILDING Master Permit PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING M MECHANICAL PUBLIC WORKS E] CHANGE OF E3CANCELLATION F-1 SHOP /� CONTRACTOR DRAWINGS JOB ADDRESS: -7�fi City: / Miami Shores County: Miami Dade Zia: Folio/Parcel#:/ 13� bs- 602 U7 11`�C/ Is the Building Historically Designated:Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 4 , �/ OWNER:Name(Fee Simple TitleholderjA r7 10 C f l',/ e O' )J f to/ e u �" Phone#: of Address: , City: O'(�S State: Zip: 3313 Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: D U L) 2 1 to Phonejds-7,�-/?(21 !Z Address:: IV E 2- A o City: /"(l I [&4 i S h 0 r CC r_ State: l Zip: 3 3 J/ j Qualifier Name4/Y)C 5 � D b-e/V 0 Uv Phone#: .3US- 9/Z State Certification or Registration#: V Certificate of Competency&,-Ir DESIGNER:Architect/Engineer: Phone#: Address: / City: State: O Zip: Value of Work for this Permit:$�7 (� CJ U Square/Linear Footage of Work: a D Type of Work: ❑ Addition ❑ Alteration ❑ New Rep /Replace ❑ Demolition Description Description of Work: r 6 p r S 7` �'� e �G5 d e i eP f 7� 2 54-4 /,-/C, l! T- _ P 0,4--i�o tz Specify color of color thru tile: fLkdW Submittal Fee$ d� Permit Fee$ CCF$ CO/CC$.� Scanning Fee$ Radon Fee$ DBPR$ Notary'$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ — - (Revised02/24/2014) Bonding Company's Name(if applicable) _ Bonding Company's Address I City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip r 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. Signat e C Signatures �� OWNER rAGENT— CONTRACTOR The for o' g instrument was acknowledged before me this The foregoing instrument wasacknowledgedbefore me this p I day of r ,20�by day of/'© C i 20 l ' by \.!a-A / � f&Jt/&r'LCkwho is personally known to �i4�'1'IC 1 b L/ e/yW ,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: i kSign: �N– Sign: Print: Print: �G� 1 N c A Seal: •'• s AIMMYSMENA Seal: $' WCOMMIS810NNFFOMV 'J1111 i ,. €ATHERINEA,DUFFIN Ngt4ty public-State of Florida EXPIRES: Z2fYl0 ` �Ofl11nI1Si0h M GG 104296 '•„«.�;; Banded noNotary?LtkW*MeitM = My€�mm.Eltpites May 14.2021 I Notary Assn• � I APPROVED BY b Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'NOi10E OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C-F 41 2 0 1 t—' R 0 5 8 9 5 3,j, I OR SY 30724 Ps 2143 Q Ps s) PERMIT NO. r E RECORDED 10/1-9/2017 11.3.5.20 TAX FOLIO NO.I����s"�U C'f HARVEY RUVINl► GLE6'i. OF COURT 1 NIAMI-RADE COUNTY, FLORIDA STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 97 �� '/ C Sp ce above reserved for use of recording office 1.Legal description of property and street/address: l /-S G- !j 2.Description of impro44, vement: r �, e;- _1 �� G 3.Owner(s)name and address: Interest in property: c r� Name and address of fee simple titleholder: 4.Contrall�� �ar'name,address and phone number. U e' )L —C 33 / 3 5.Surety:(Payment bond required by owner from contractor, if any) Name,address and phone number. Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name,address and phone number: 8. In addition to himself,Owners designates the followo"aft" 713.13(i)(b),Florida Statutes. HAN&YR", of s S ion Name,address and phone number: 9.Expiration date of this Notice of Commencement: (the expiratlon date is 1 year from thea,e reco ng un ass e i WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONS) ERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR I IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEI 613E THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of er(s)or Owner 'Author z Offjcer/Dixector/Partner/Manager Prepared By t:— Print Name Prepared By nor' J c Print Name �Title/Office Title/Office STATE`OF FLORIDA COUNTY OF MIAMI-DADE { The fo„Woing instrument was ackno ged before mthis 1�day of BY L� T i ', r Igodually,or Ell as for [4ersonally known,or ❑produced the following type of identific on: Signature of Notary Public: Print Name: M (SEAL) VERIFICATION PURSUANT TO SECTION 92 525 FLORIDA STA'T'UTESf MYC0MI1dSSI0N8FFPli6927 Under penalties of pedury,I declare that I have read the foregoing and �',;�� EXP *hmZ2N0 that the facts stated in it are true,to the best of my knowledge and belief. Signat e(s)of Owner(s)or Oyairrn�1�'s uthori �Offl7cer�,,)jre for partner/Manager who signed above: By 6 / By 123_01 AGE] 6A2 i 9/20/2017' ;t 1} t Property Search Application-Miami-Dade County 0IC'E OF THE PROPERTY APPRAISER Summary Report Generated On:9/20/2017 Property Information Folio: 11-3205-009-0450 Property Address: 9740 NE 13 AVE r Miami Shores,FL 33138-2546 r Owner JANICE MOST PICKARD Malting Address 9740 NE 13 AVE . MIAMI SHORES,FL 33138 USA PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ r Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths/Half 3/2/0 Floors 1 w Living Units 1 », Actual Area 2,392 Sq.Ft 4 p r Living Area 2,312 Sq.Ft atogra Adjusted Area 2,184 Sq.Ft Lot Size 8,286.18 Sq.Ft Taxable Value Information Year Built 19522017 20161 2015 County Assessment Information Exemption Value $50,0001 $50,0001 $50,000 Year 2017 2016 2015 Taxable Value 1 $180,4701 $175,7301 $174,161 Land Value $298,554 $277,869 $253,047 School Board Building Value $153,273 $154,540 $155,807 Exemption Value $25,000 $25,000 . $25,000 XF Value $0 • $0 $0 Taxable Value __+ $205,470 $200,730 $199,161 Market Value $451,827 $432,409 $408,854 City Assessed Value 1 $230,470 $225,730 $224,161 Exemption Value 1 $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $180,4701 $175,730 $174,161 Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $221,357 $206,679 $184,693 Taxable Value 1 $180,470 $175,7301 $174,161 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead fExemption $25,0001 $25,000 $25,000 OR Note:Not all benefits area applicable to all Taxable Values i.e.Co School Previous pp � ty' Sale Price Book- Qualification Description Board,City,Regional). Page 02/11/2013 $100 28567 Corrective,tax or QCD;min consideration Short Legal Description 4382 5 53 42 05/01/2001 $0 20543- Sales which are disqualified as a result of EARLETON SHORES P 43-80 4343 examination of the deed LOT 20 BLK 3 18356- LOT SIZE 76.020 X 10 11/01/1998 $240,000 893 Sales which are qualified OR 20543-4343 05 20014 06/01/1996 $0 17643- Sales which are disqualified as a result of 1340 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: a SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNERS SUBSTANTIAL,DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT 6411 �a /u 1-3. 14-41e Contractor's Name. n -i-fj 0 5�/ 1 LD✓ OU Property wner's Na Property �tcc� �I Property 0 s Ad e o 13 a Property Owner's Phone �4 Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the"before damage"condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION,WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS.OR THE APPROVED BUILDING PLANS. Seeattached itemized list. STATE OF (I COUNTY OF i Before me this day personally appea d 3(7lt�i h��Sr _r&QL+'CP ; who„being AUy swom, deposes and says tha /she has read, understands,and agrees to comply with all the r mentioned ftons. perty Owner's Signature——-- orn to and subscribed before me this��ay of Q40 beer 20_0. �• Notary-Public State ofAVAMYS MW r� i er •L, WCOMMMION/FF996l171 My commission expires yc� N WftS:June 2.2020 •, mum Ttn Nowy PubAo lhdeWIn SH,OREs Miami Shores Villa e Building Department 10050 N.E.2nd Avenue �lORIDp' Miami Shores; Florida 33.138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING.SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: to —.)7--17 10050 NE 2nd Ave Miami Shores, FI 33138 PP Re: Owner's Name: ✓--,q k) j d-�.. 00 l" 1 G 0i V-Q/ Property Address: 7 �Ly z� Roofing Permit Number: Dear Building Official- L- ' certify that l,am not required to retrofit the roof to wall connections of my buil ' g because; �,T a 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 f 1994 edition of the South Florida Building Code.(1994 SFBC) )e�n! re I,1C-kekr cel. � i ature- Print Name ate 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 I day of gra MEM '�''' • W COMMtt;iSION l F OMV Notary Public, Sate of Florida at Large BmW no Nfty�aueacu�eee**W • When the just valuation of the structure for purpose of ad Valorem taxation'is equal to or more than$300,000,00,and the budding was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 " ' 0000 '. 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLI&MW •••. •••••• Florida Building Code 5th Edition(2014) •••• •• ••;••• 1 High-Velocity Hurricane Zone Uniform Permit Application Fopm•••• ••• ••••• .. .. .. ...... INSTRUCTION PAGE ' ...... .. • ... 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 t Concrete or ClayTile' 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 1,2,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing'Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description 1 Specific System Limitations General Limitations 1 Applicable Detail Drawings. W 1 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 { 1 4. Other Component of Product Approval rT� 1 5. Municipal Permit Application V 1 6. Owners Notification for Roofing Considerations(Reroofing Only) C� 1 7: 1 Any Required Roof Testing/Calculation Documentation Miami Shores Village 1 APPROVED BY DATE ZONING DEPT BLDG DEPT SI.1E3JFCT 1-0 C0MPLIANCE WITH ALL FEDERAL STATL AND COUNTY RULES AND REGULATIONS tom.- 2 �1 15.36 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) I I t I I 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on Jan g,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. i i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES see*V Florida Building Code 5th Edition(2014) ...... .... ...... High-Velocity Hurricane Zone Uniform Permit Application Rc►tru. •• • :**set •••t • . • ...... :•. • .....i Section A(General Information) • Master Permit No. � ..... •so • Process Nct • Contractor's Name y , / • • Job Address 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile •Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 - 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) — Steep Sloped Roof AREA(SSF Total(SF) 3��O 1 1 1 Section B(Roof Plan) Sketch Roof Pian: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 F 1 1 I 1 ,t 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 • i � FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 J ' 1 1 WWII ' Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun S,2015 10:32:12 AM pursuant to license Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 9999•• Florida Building Code 5th Edition(2014) .a.... High-Velocity Hurricane Zone Uniform Permit Application Form •• .• 1 940.60 69.0 .�.... 4444.. Section D(Steep Sloped Roof System) 4444 00 • :9.0 • � 449•4. o...6•. 60':�..... Roof System Manufacturer: Y44 0 / 4444 Notice of Acceptance Number: f� -11 so Minimum Design Wind Pressures, If Applicable(From RAS 12 orA ulations): • '••• P1: P1: ° P1: : •6• ...: 99 9 690 •1 6• 1 \\ Deck Type: i t�J00 i \ Type Underlayment: 1 A f_ Roof Slope: 12; r------ --- -----— ------- 1 ----+ \ Insulation: Fire Barrier: Ridge tilation? Fastener Type &Spacing: q 4!r' ��� -� ---`--- I \\ Adhesive T � ------��'�7- Type: \ Type Cap Sheet: Mean Roof Height: —�-- ��,\Roof Covering:- /.,`? Alf e? Alf Type &Size Drip i Edge: ! 00 .2 EC 121f Bt�UrN 1 i ` 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 ROOF ASSbWBLIES AND ROOFTOP STRUCTURES y ' ' Florida Building Code 5th Edition (2014) :900:0 . • *0009 0 1 • 0 .00.00 9600 .0000• High-Velocity Hurricane Zone Uniform Permit Application Form. . 1 •00000 0000•• 1 0000 • •• • • 1 Section E (Tile Calculations) " "0 ...... ... . ..... 1 For Moment based tile systems,choose either Method 1 or 2. Compare the values for M,with the va4tj&,,,t8m M,. If th2A,values,,... are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is a ccs table. • •• 1 • 060*00 1 Met o 1 " ment Based Tile Calc tions Per RAS 127" 0 0 •• • • •000 • • 1 (P 1~ Z.6x , _ -Mg:H- =M =Mr Product Approval M, ••• i" 1 (P�Z xk I i )-Mg:- -Mg: 2Product Approval M, '00 1 (P3&Ox� r Id= 0 Mg: 7 =M 1�roduct Approval M, d 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,) From Table Below Product Approval M, 1 Mr required Moment Resistance* 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and 1 Appeals. i 1 For Uplift based tile systems use Method 3. Compared the values for F'with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: )-W: x cos 6 =F,, Product Approval F 1 (P2: x L = x w:_ )-W: x cos 6 =F2 Product Approval F' 1 (P3: x L = x w:_ )-W: x cos 9 =Fr3 Product Approval F 1 1 Where to Obtain Information Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- Design by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance M9 Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDII 5No- O�OR19A SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FORROOFING 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•E Renailing wood decks:When replacing roofing,the existing YMM:tef deck rbbghave to be renailed in accordance with the current provisions of Section R4403.(Thet88t'derck is usually :....: concealed prior to removing the existing roof system). ...... ... . ..... t4 Exposed Ceiling: Exposed,open beam ceilings are where the under.4de of the roof decking • an be viewed from below. The owner may wish to maintain the architectural eppear;nce;ft fq p , 000000 oofing nail penetration of the underside.of the decking may not be acceptable.Tlys provides the option ol....: maintaining the appearance. •• • ••• • Q .. a s•� ` -Overflow scuppers(wall outlets):1t is required that rainwater flows off so that the roof is Voischarge r ioaded from ma buildup of water. Perimeter/edge wall or other roof extension may block this if overflow scuppers(wall outlets)are not provided. If may be necessary to install overflow troperty cuppers in accorda a with the requirements of Sections R4402, R4403 and R4413. let, Id 17 A�7 ent's ignature Date ontractor Signature Date ddress Permit Number Revised on 7/9/2009 LD;07/01/2015; MIAMI~QA[YE 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 Boral'Roofing,`LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction rgaterials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Contrbi Whon to tm... used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiotion;AHJ). ••.• .• This NOA shall not be valid after the expiration date stated below. The Miami-Dade Counl"ttittet Contrdl Sectio$....; (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the nght to have this product or material tested for quality assurance purposes.If this product or material fails top'er9mi in trig accipted •• •• ..... . . ..... manner,the manufacturer will incur the expense of such testing and the AHJ may immediatejl redoke,modtV.or ...... suspend the use of such product or material within their jurisdiction. RER reserves the righttcrevoke this acceptance, so if it is determined by Miami-Dade County Product Control Section that this product or matoriaffa`rls to meet the see*:* requirements of the applicable building code. • This product is approved as described herein,and has been designed to comply with the Florida)3ruilding*Ndd including the High Velocity Hurricane Zone of the Florida Building Code. •• DESCRIPTION:,Saxony:-900�Conerete-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 any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. f-�-.-_�: NOA No.: 16-0711'151 MIAM-DADE COUNTY I Expiration Date;t04/26/22 Approval Date:�_09/29/16 Page l of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION •• •• • ...... .... ...... Manufactured by Test Prb" M• • Applicant Dimensions Specifications Des,QA fi'on ' 6969 . .. ..... Saxony 900-Slate Length= 17" TAS 112 Flat profile, interlocking,ki h - essureextruded ..:..' Width= 13" concrete roof tile with two nil holes. For direct dcak,•;• thickness= 1-5/32" batten,mortar set or adheti'MM:applications. •. . . . ...... Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressurjlekl' ded Split Shake Width= 13" concrete roof tile with two caul boles. •Roy-divect deck ••: thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness NOA No.: 16-0711.05 MIAMI-DAD,COUNTY Expiration Date: 04/26/22 �® Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Asency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) • The Center for Applied 25-7183-5 Static Uplift Testing TAS 1Q2 :?M.'2995 ...... Engineering,Inc. (2 Quik-Drive Screws,Battens)*• .... .• The Center for Applied 25-7214-1 Static Uplift Testing TAS 102•;•• Maieh,1995•••• • Engineering, Inc. (1 Quik-Drive Screw,Direct Mt1l 0 ;....; The Center for Applied 25-7214-5 Static Uplift Testing TAS 142•••. Varc1 01995: Engineering,Inc. (1 Quik-Drive Screw,Batten�s� • .... ...00 . ..... The Center for Applied Project No. 307025 Wind Driven Rain •.•..' OcT.. 94 ...... Engineering,Inc. Test#MDC-77 TAS 100 ...... .' . . . . ...... Redland Technologies 7161-03 Wind Tunnel Testing Me T991 . Appendix II&III TAS 108 (Nail-On) ... . :• Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing A44994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails ,Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 'Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 MiaMi•�e couNrir Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 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 shall be performed in accordance with TAS 106. 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 Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. :000:0 o •••••• •••• •••••• 4. INSTALLATION ••• •• • 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its compone4•�T1 be i>ts1v:i1 in stloi�Pt..• compliance with Roofing Application Standard RAS 118,RAS 119,and RAS LIQ.••• .:. • 06:666 4.2 Data For Attachment Calculations .. .. • .. ...... •••••. Table 1: Average Weight (W) and Dimensions (I x w ) •••••• Tile Profile Weight-W(lbf) Length-I (ft) Width;w.-(ft) • Saxony 900 10.9 1.417 1.08 Slate, Shake &Split Shake Table 2: Aerodynamic Multipliers -X (ft3) Tile X (ft3) X(ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0:315.7,' Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck Split Shake 17.70°'' 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Mu►r�Noanetour Y Expiration Date: 04/26/22 Approval Date:`09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 18 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 :.22-1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 035.5• ,4••• 34.8 Clip) 966.40 0660 000, 00 2-10d Smooth or Screw Shank Nails(Eave 31.9 063tv . 32.2 ;.. .: Clip) 4.40 :01. 4 • 4440 0 00 9999. Table 5: Attachment Resistance Expressed as a Moment Mf'(%IBI) "' ' "' for Two Paddy Adhesive Set Systems : 9999.. Tile Tile Application Minimum 4#Agftmenrae % Profile : .'Resistance .00 6. .. 0 400 0 . 4 Saxony 900 Slate, Shake &Split Shake Adhesive' 31.3 2 •• 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond-one-component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset®AH-160 two-component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-160 118.94 Two-component foam F40.'4 - 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 hnaMw/Noe Co� Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 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". r LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS :•••:• 0000.. 6.1 Application for building permit shall be accompanied by copies of the following*• �••••� • 000000 666• 0000.. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable bu049 ;g code irl order to •••• properly evaluate the installation of this system. 6 • 0000 . .. 00000 0000.. 666 . 60.60 PROFILE DRAWINGS 6 6 6 6 6 0 6660:9 0000.. . 6 0 . 0 . . . . 666666 0000.. . 0 0000.. 06 0 660 NAIL HOLES s 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK _ _ i -_ - �, �SAXONY-900--SLATE i NOA No.: 16-0711.05 Mu►t�H�►oe c0UNW Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 i AM MIAMI-DADE COUNTY M! 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.miamidade.2ov/economy ICPYA'dhesives and SFalants;Inc.---J 12505 NW 44t'Street Coral Springs,FL.33065 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 perfomi-in the,acce a manner,*h&... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, codify, or§txsp %d the use• of such product or material within their jurisdiction. RER reserves the right to revok2'niit accep"Me, if i1.19.90 determined by Miami-Dade County Product Control Section that this product or material faits fo meet the reluireind4s..: of the applicable building code. .. . . .. ..... This product is approved as described herein, and has been designed to comply with•thr:Fforida•Bnii*ld�ig Code•• including the High Velocity Hurricane Zone of the Florida Building Code. •• •• •• •••••• . . . . ...... DESCRIPTION: ICP_Adhesives^Polyset®`'AH=160 ••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA Nod:I7=0322 3 rne�rn•aaoe eouN7Y Expiration Date f,05/10122 Approval 6"i :,..0-4127/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.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 ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications • ICP Adhesives N/A TAS 101 Two component pofiy f thane !4wv adhesive • Polyset'AH-160 0.0000 •�•�•• �•�•�• ICP Adhesives Foam N/A Dispensing Equipme$f"" • Dispenser RTF1000 .... .. .... . .. ..... ICP Adhesives ProPack N/A Dispensing Equipmeab•••• ••• •.... 000000 .. ...... 30& 100 • . . . . ...... `PRODUCTS MANUFACTURED BY OTHERS: ... ;••••; Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive. 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. NOA No.: 17-0322.63 rtu►ra•nanecounm� Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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 11/16194 01-6739-062b[l] ASTM E 84 4fAW/ 5 ••.... Trinity Engineering 7050.02.96-1 TAS 11401MV96 • ...... ...... P36700.04.12 ASTM D 1623 ****0* 04/118/12 :....: P39740.02.12 TAS 101 41121//42 . �••••• TAS 123 • ...... .. . ..... .. .. .. ...... 'Celotex Corp.Testing Services 528454-2-1 TAS 101 .••... 10/33/98 .• 528454-9-1 •••••• 528454-10-1 • 520109-1 TAS 101 •• 12rZ.8/D8 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. ICP Adhesives Polyset'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 ICP Adhesives Polyset®AH-160 roof tile 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. OMNOA No.: 17-0322.03 �FlugaIAMFDAD;COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® 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 ICP Adhesives Polyset®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. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required befcrj,ppjication of any adhesive. The mix ratio between the"A"component and the"B"component shall bt maintained betwedt••;• 1.0-1.15 (A): 1.0(B). 0.00 • Y 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenseca- 3000 or IGP Adhesives ProPack®30& 100 dispensing equipment only. 990904 •• 7. ICP Adhesives Polyset®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 minuM after ICP Adhesives •••• • Polyset®AH-160 has been dispensed. ;";'; •• 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance witillV:• 'Placement Details'herein. Each generic tile profile requires the specific placement not+eAarem. ••. :• NOA No.: 17-0322.03 MIAMMAD'COUNTY rvil Expiration Date: 05/10/22 Approval Date:04/27/17 Page 4 of l l Table l: 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 graksphbead edge)20-25 sq. inches each: •• • • rrr• bead . • .... .... ... .. Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches *::::14 grams under pare•• •: ...... ... . ..... LABELING: •• •• •• •••••• All approved products listed herein shall be labeled and shall bear the imprint or identifiabl4na&&g of the r r rr;• manufacturer's name or logo and following statement: "Miami-Dade County Product Contro4 Apspr.ved"'or tfieUiarn • Dade County Product Control Seal as shown below. •• ••• : r r •• PUAP MADE Ct7tMVlY t BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 t7�4rai-tee COU Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 it� h02stkCasson Flat/Low Profile Tile Irad ehsdnf ym•m • " 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, f under the strengthening rib closest to the overlock loin of the tile being set. 0ast«ns opdiastat Erveoune 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. toin. �_ Fasci• Es"Clamsum Medium Profile/ Double P'a' MIe •••• 000000 Nail through ptastic cement •••••• • :9000:• (when rewired) •••••• ,_-..P+tdldyiH.g++«ehrs.i 1. Starting at the eave course apply a minimum 2"• • etndwlaysee it ' - (50.8 mm)x 10"(254 nlq�x 1"(25,4 ptml foam••:••• paddy onto the underla3mtpL positionecr4C showp•.... under the pan portion of tha file closest to the .• .� overlock of the tile being set.• •••• •••••• l0in.x • • • • 2wd« • • • 00.009 t«`tterooptiou+al 2. Continue in same mannel.'Instire appfftir4ately 17 • (109.7 cm2)—23 (148.4 cm2)square inchadhesive contact with the underside of the tile. as irw. a sr~ Lava tlasuro tavv ca urse fascia PLO4h"M9e,pl«ulKt High Profile/Single Pan Tile (Than mcludred) ►.ddq(tfan•«ehTil•i «y • 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 loan under the pan portion of the tile closest to the 2M'" overlock of the tile being set. battans 2. Continue in same manner. Insure approximately 17 mal (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. E«ra taus« fasda ` Weephote lain, in. Evm closure .I Odp edge NOA No.: 17-0322.03 Miartl•oa�e COuNn Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2:13 KAROvtoughPut*omant veddyls"9.thra.t Flat/Low Profile.Tile twhen rog~ �_�-- and•,t:rntant 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 of the tile closest to the overlock of In, the tile being set.Insure approximately 17(109.7 cm2) gatte,�►sesmo,,.� 0 —23 (148.4 cm2)square inch adhesive contact with the Eav9Coum -. underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) tOI" r,w, 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 overlocl ofetLe tile �����„ • • • 9000•• being set. • .. 9999 9999.. 9999 9999.. 3. Continue in same manner.•l"O*bapproximately 10: .08.9. (64.5 cm2)- 12(77.4 cm2)esgmvre inch ndhe*iv e • contact with the underside OPtfie tile. : •• ••••• 8008.9 .. .. .. 9999.. Medium Profile/Double Pae YAe: • N"through plasticcement • • • • •••••• twhen rewiredl •••••• ,..Paddy(gan•ath`Y110) 1. Starting at the eave course,appl;a miWwum.2"(500 0 und..�.yn+9nt mm)x 10"(254 mm)x 1"(25.4 mm)foam p;ddy 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)— '�` in. 23 (148.4 cm2)square inch adhesive contact with the Battensaptivnal underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 101tn Sin x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the E•+►+ underlayment positioned as shown under the pan E«yatauha Fain. portion of the tile closest to the overlock of the tile 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.: 17-0322.03 MMI-DACE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 f ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) tuaU�ArougnOast3cc• vudar(er bn�•f High Profile/Single Pan Tile tvAan ra"Ired) I. Starting at the eave course,apply a minimum 2"(50.8 • 1 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— ���`� �?t . �.y 23 (148.4 cm2)square inch adhesive contact with the aanensooA«,.t underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Wo"Acu underlayment positioned as shown undf t 144 pan loin. 2Eaw&Swe portion of the tile closest to the oaverlock of the tile "•':' Drip ad9ft •• • so*** • being set. . ...... .... ...... 3. Continue in same manner. lyre appmvmately 17;" (109.7 cm2) - 19(122.6 cm•24square in&adhesive ..... contact with the undersidebkfieile. **% ••••• .. .. .. ...... . . . . ...... NOA No.: 17-0322.03 CMLAMI-�DAE CouNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 mall dmno plastic cement Paddy(between tnes) WwnrequW) 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10" (254 mm)x V (25.4 mm) foam paddy Paddy(Under tik) onto the underlayment positioned as shown,under siglepaddy fthe strengthening rib for flat tile or under the pan an top of Mei�� portion of the tile for low or.high profile tile closest 4Y41n. to the overlock of the tile being set.Leave tMnpad "` approximately 4" (10 1.6 mm)up from the eave si gle `- r edge free of foam to prevent the expanded adhesive 27t41n. from blocking the weep holes. Insure •4i approximately 17-23 int(109.7-148.4 cm2) of tole ., adhesive contact with the underside of the tile 21Msin claswe � 2. Apply a 4"(101.6 mm):c 4"f 101.6 mm)x•1" (25.4••�• mm)foam paddy onto tht4ndbrlay g&1?A;st below •• Rat/Low Profile Tile the second course line$MT48$ed foaMpAddy """ under the strengthening of for flat the Jr under A"Hafi •• (wh mrequire(asticoement sin g(epaddyandertDe pan portion of the tile,CIQ§gsj4to thepAejlock for0•••• (when negairedJ pa (eetweendies) the second course the to,be.4vitalled..Uisu=e 00;00• approximately 8-9 int(S ktrig.1 cm2)otathesive•••.. Battens paddy(unde►tk) contact with the underside•ol:the tile. •' optlooai 0000.. anmp (Instructions continued on nextpage) ' Daddy ., LOtn. ``� tin Eave Colum Eaveeoaise Fasda Medium ProflleTlie NOA No.: 17-0322.03 hilAttNo oOY1411COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Hal ttwough plastic angle paddy under Nle (when required) 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x V Paddylbehreeatikst (19 mm)paddy on top of the eave course tile Battensytu>�rtDe) surface as shown,on top of the strengthening rib opflonw Pawfor flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. an Install second course of tile. Insure approximately 4x41n. ' 9(58.1 cm2)- 11 (71cm2)square inch adhesive 2x41n `•; contact with the underside of the tile at the overlap and 7 (45.2 cm2)-9(58.1 cm2)square inch 6p toe adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eave t�outxe ascla 0000.. Weepmb 0000.. t0 inZ fi. Eave closure •••• i •••• •• Drip edge • • • 0000•••• 0000•• 0000•••• • 0000•••• • • • High Proflit Tne ••...• 0000• •. . . • 0000.• • 0• 00000 0000•••• ••• • 00000 .. 0000 00 0.000•0 0000.... • • • . • • • • . • •••••• 0000..• • • • • • • 000000. NOA No.: 17-0322.03 Mu►tHl•oaDe COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 I ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Place enough adhesive toachieve 65to70sq.in. Steep pitch atioris in contact with the pan tile. .(when required)red) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to t in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. tiles from rocking until adhesive has a chance to Underlayment (r'���' cure. ✓ fi ° 1 �F 2. Continue in same manner bringing two pan '-.' courses up toward the ridge. Insure approximately 65 (419.4 cm2)—71 jj�t.6 cm2) f square inch adhesive rontF*4 with the underside* Sheathing of the pan tile. •• • •••••• •• 0.000• 0000 0000•• rave closure ��' • 0000•• • • • (motar shown) 3. Turn covers upside doWy;xposin&Jhe pndersif e•••• • weephole Fascia Board of the tile. Apply a mbj"Wh 1"(Z5.4.4ffn)x (254 mm)bead of adk"vo girectlr4on tke innQre:*e• Remove top portion of the eave course cover tile.Abut to second course of edge of each side of tke omer tile.Leave" •••e e e pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. • approximately 3/4„(r”to 1„(25.4 mm) •, Two Piece Barrel-High Profile Tile from the outside edge of the tile,ig4wg,free dr•••' foam to allow for expansboel! 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2) -25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2”(50.8 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.: 17-0322.03 MIAMI-DADECOUNTY Expiration Date: 05/10/22 �® Approval Date: 04/27/17 Page 11 of 11