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RF-17-2729
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Ponta NO. .RF-11-17-2129 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED IssueDate: 11/16t 17 Expiration: 05/15/2018 Parcel Number Applicant 150 NE 94 Street Miami Shores, FL 1132060132970 Block: Lot: STEFANO CARNIATO Owner Information • Address Phone fir CeII STEFANO CARNIATO 150 NE 94 Street MIAMI SHORES FL 33138- (786)210-0789 150 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone L CORTES CONSTRUCTION SERVICE (305)454-3894 CeII Phone Valuation: Total Sq Feet: $ 17,500.00 2686 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO REPLACE EXPIRED PER Classification: Residential Scanning: 3 CANCELLEb Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee = New Roof Scanning Fee Technology Fee Total: Amount $500.00 $10.80 $4.50 $3.00 $3.60 $300.00 $9.00 $14.40 $845.30 Pay Date Invoice # 11/16/2017 11/16/2017 Bond #: 3561 Pay Type RF-11-17-65674 Credit Card $ 795.30 $ 50.00 Cash $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress• Renailing Affidavit Review Roof Cap Sheet 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.. certify that all the • egping i •rmation is accurate and that all work will be done in compliance with all applicable laws regulating therm re, I - or' - the - .ove-named contractor to do the work stated. Authorized SignatGre: Owner / Applicant / Contractor / Agent November 16, 2017 Date Building Department Copy November 16, 2017 1 \o- ,\\\V2 ('Z 2:1rtir1— t J t1%rC - V r Vv — uv..T % C_ c S UILDING ntto r13• PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC ® ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 150 M E. q L al foci ir► li 5 City: Miami Shores Folio/Parcel#: 1 \ • ? of ©(a' 01 3 - o q Occupancy Type::�N� Load: Construction Type: ❑ REVISION ❑ CHANGE OF CONTRACTOR Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ❑ EXTENSION RECEIVED 14 16 1ot�7,w T 1 FC20 h-1 2 ,r -2" Zvi ❑ CANCELLATION Miami Dade Zip: uilding Historically Designated: Yes Flood Zone: BFE: ❑ RENEWAL ❑ SHOP DRAWINGS 33 i3S NO FFE: OWNER: Name (Fee Simple Titleholder): J i e V p N c Phone#: t v,f - - . (p - Q rI Address: ) 5 0 N E. ci Li S i City: lam/ ( A -{ ( S L-i R. f? A State: (— Zip: . 3 1 3 g Tenant/Lessee Name: Email: Phone#: k 11 (L� CONTRACTOR: Company Name: O , o e. L(ts 12 3 _ Phone#: 3 o q Address: i O IL-0 W i (q L ..5 jJ y City: N) ' e (r, t-k Qualifier Name: State: NAMCateS• State Certification or Registration #: CCC 1 3 Fi 0 2 c'l DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ jn;o0 Zip: c). Phone#: 3 O S- 4S 9 - 3 fs' Certificate Cnpetency #: City: (:State:' " Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New Description of Work e 0 0 \ �e • Repair/Replace IT Demolition 3 1)@,12kct P 7on5 - )S 3 0 Specify color of color tliru�tile: =•J- . t , t':. ' Submittal Fee $ .O � P e Permit Fee $ Scanning Fee $ 41l ' Radon Fee $ Technology Fee $ » / • uo Structural Reviews $ Training/Education Fee $ CCF $ I 0• CC�/CC $' / ` DBPR $ - SC Notary $ .3 - `IL�^�-I � Double Fee $ Bond $ TOTAL FEE NOW DUE $ C S • (Revised02/24/2014) Bonding Company's Name (if applicable) ' r Bonding Company's Address io .I 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' NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRQVEMENTS 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 constructio lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded noti e of commencement must be posted at the job site for the first inspec t. ch occurs seven (7) .. ys after the building permit is sued. In the absence of such posted notice, the inspection will not p • • ed and a reirlspection ee will be charged. Sig nature;'^*► OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrume . was acknowledged before me this V4 �/ day offNOvPh? e" e by /5 j day of r (riy ..�i, 20 / 7 , by �ie ,nsG. L "9/41010 - , e y known to me or who has produced identification and whop NOTARY PUBLIC: CONTRACTOR' Arne, who is �PrkQnall wn to ide ' i ation and who did take an oath. NOTARY PUBLIC: Sign: C Sign Print: /7'//// /7 f/ yid.'"CVG>ce_..P Print: Seal: Seal: .rrn,uei�, pABE,ROORpOBA ';igiS AMARILIS SOLn,RES r°� , �iGG"33ss • 'fir. � * � = * MY COMMISSION 4a 'c MY COMMISSION t: r:GO:i4ot,Z 23 202I ,.�,� ; , EXPIRES:JanarY ,, ******** ** a ***ss*IR****O* * #*s***********************,R!k•°***************************************** as • APPROVED BY -Plans Examiner Structural Review , . Zoning Clerk (Revised02/24/2014) THIS INSTRUMENT PREPARED BY: LAURA BOURNE BURKHALTER, P.A. Laura Bourne Burkhalter, Esquire 201 N.E. 95th Street Miami Shores, Florida 33138 Folio No.: 11-3206-013-2970 CFN: 20170590304 BOOK 30724 PAGE 4365 DATE:10/19/2017 01:45:23 PM DEED DOC 0.60 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY QUIT CLAIM DEED THIS QUIT CLAIM DEED, Made this 18th day of October, 2017, by FRATELLI HOLDINGS, LLC, a Delaware limited liability company, whose post office address is 150 N.E. 94`h Street, Miami Shores, FL 33138, party of the first part, to him paid by STEFANO CARNIATO, an unmarried man, whose address is 150 N.E. 94th Street, Miami Shores, FL 33138, party of the second part. WITNESSETH, That the said party of the first part, for and in consideration of the sum of TEN AND NO/100 DOLLARS--($10.00) to him in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, does hereby remise, release and quit -claim unto the said party of the second part forever, all the right, title, interest, claim and demand, which the said party of the first part has in and to the following described land, situated, and being in the County of Miami -Dade, State of Florida, to wit: Lots 8 and 9, Block 22, AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the plat thereof as recorded in Plat Book 10, Page 70, Public Records of Miami -Dade County, Florida. Property Address: 150 N.E. 94th Street, Miami Shores, FL 33138 SUBJECT TO: Conditions, restrictions, limitations, easements and zoning ordinances of record, if any, and taxes for the year 2016 and subsequent years not yet due and payable. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in anyway appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said party of the first part, either in law or equity, to the only proper use, benefit and behalf of the said party of the second part, his heirs and assigns forever. IN WITNESS WHEREOF, the party of the first part has hereunto set his hand and seal on the day and year first above written. THIS INSTRUMENT PREPARED BY: LAURA BOURNE BURKHALTER, P.A. Laura Bourne Burkhalter, Esquire 201 N.E. 95th Street Miami Shores, Florida 33138 Folio No.: 11-3206-013-2970 THIS QUIT CLAIM DEED, Made this 18th day of October, 2017, by FRATELLI HOLDINGS, LLC, a Delaware limited liability company, whose post office address is 150 N.E. 94th Street, Miami Shores, FL 33138, party of the first part, to him paid by STEFANO CARNIATO, an unmarried man, whose address is 150 N.E. 94th Street, Miami Shores, FL 33138, party of the second part. WITNESSETH, That the said party of the first part, for and in consideration of the sum of TEN AND NO/100 DOLLARS--($10.00) to him in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, does hereby remise, release and quit -claim unto the said party of the second part forever, all the right, title, interest, claim and demand, which the said party of the first part has in and to the following described land, situated, and being in the County of Miami -Dade, State of Florida, to wit: Lots 8 and 9, Block 22, AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the plat thereof as recorded in Plat Book 10, Page 70, Public Records of Miami -Dade County, Florida. Property Address: 150 N.E. 94th Street, Miami Shores, FL 33138 SUBJECT TO: Conditions, restrictions, limitations, easements and zoning ordinances of record, if any, and taxes for the year 2016 and subsequent years not yet due and payable. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in anyway appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said party of the first part, either in law or equity, to the only proper use, benefit and behalf of the said party of the second part, his heirs and assigns forever. IN WITNESS WHEREOF, the party of the first part has hereunto set his hand and seal on the day and year first above written. Signed, sealed and delivered in the presence of: Name: Cecilia L. Swift N. e: Elizabeth Allen STATE OF FLORIDA )ss COUNTY OF MIAMI-DADE ) des STEF • ` _ ARNATO 150 N.E. 94th Street Miami Shores, FL 33138 I HEREBY CERTIFY, that on the aforementioned day, before me, an officer duly authorized in the State aforesaid in the County aforesaid to take acknowledgments, personally appeared STEFANO CARNATO, an unmarried man, who is personally known to me, or have produced identification to be the person described in and who executed the foregoing instrument and he acknowledged before me that he executed the same and did take an oath. WITNESS my hand and official seal in the County and State this/Pit-day of October, 2017. My Commission Expires: CECILIA L. SWIFT * } * MY COMMISSION # FF 177025 EXPIRES: March 13, 2019 Bonded Thru Budget Notary Services NO ' Y PUBLI STATE OF FLOARGE Name: Cecilia L. Swift Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: S T e F A N o C A R N I Citb Property Address: 15 b IS E T Date: t I— AY— 1 rt Roofing Permit Number: Dear Building Official: I S'e FAN0 Act N► At certify that I am not required to retrofit the roof to wall connections of my building because: a The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o e building was construc ed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1ion of the South F 'rida Building Code (1994 SFBC) Signature, S riFN\1d Ci'-R ►v i I-m 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 1 H day of N cv e sib e:2 g1ABER CO`063399 Notary Public, Sate of Florida at Large mv. aA • eOF • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Summary Report Property Information Folio: 11-3206-013-2970 Property Address: 150 NE94 ST Miami Shores, FL 33138-2822 Owner JENNE G HUTCHINSON TRS JENNE G HUTCHINSON Mailing Address 150 NE94 STREET MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,969 Sq.Ft Living Area 1,603 Sq.Ft Adjusted Area 1,821 Sq.Ft Lot Size 12,800 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $320,290 $320,290 $242,735 Building Value $126,742 $126,742 $126,742 XF Value $3,204 $3,224 $2,318 Market Value $450,236 $450,256 $371,795 Assessed Value $156,964 $153,736 $152,668 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $293,272 $296,520 $219,127 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS8&9BLK22 LOT SIZE 100.000 X 128 V Generated On : 11/15/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $106,464 $103,236 $102,168 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $131,464 $128,236 $127,168 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $106,464 $103,236 $102,168 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value $106,464 $103,236 $102,168 Sales Information Previous Sale Rice OR Book -Page Qualification Description 04/04/2017 $100 30512-4651 Unable to process sale due to deed errors 03/26/2010 $100 27259-0737 Affiliated parties The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebste 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/disclaimecasp Version: SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING 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 - • -signated space indicates that the item has been explained. 4. Owe Agents -Signature, l.5'o NE 911 sr Property Address Revised on 7/9/2009 LD;07/01/2015; Renailing wood decks: When replacing roofing, the existing wood roof deck may have to ed in accordance with the current provisions of Section R4403. (The roof deck is usually led prior to removing the existing roof system). Exposed Ceiling: Exposed, open beam ceilings are where the uder€Tde of thl roofjiecking • can be viewed from below. The owner may wish to maintain the architectural pj a 1nce; tilertlbte, •_, a nail penetration of the underside of the decking may not be acceptable• Th6.grovides thaontion of. ro .• . ning the appearance. : • • • • • • .... . • .... Overflow scuppers (wall outlets): It is required that rainwater fl Ms eft so that the roof is • not ov- _ .ded from a buildup of water. Perimeter/edge wall or other roof extet slert Hay block this • • discharge if overflow uppers (wall outlets) are not provided. It may be necessary to install cvetftcivo • ppers in accordanc- with the requirem nts of Sections R4402, R4403 and rtiit3.; A -- Date 1\K k ... • Permit Number ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15.36 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELC Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 : Wood Shingles and Shakes A,B,D 1,2,4,46,7. • • . As Applicable •Other 1,2,3,44:.•7• • • ATTACHMENTS REQUIRED: ...• • • 1, Fire Directory Listing Page 2. ...... From Product Approval: Front Page • Specific System Description • Specific System Limitations ' • •' General Limitations Applicable Detail Drawings • • • • • • 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL!' • • • • • .... • • .• • • • ... • • . • • . . • • •• • • • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No funber reproductions authorized. RECEIVED NOV 16 1011 MA.6\ Master Permit No. ROOF ASSEMBLIES•A Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Section A (General Information) rs— C Process No. Contractor's Name t.` d oLke C o N J O, R\1 'Li- C. Job Address i 5 0 PE q 1-4 ST ROOF CATEGORY ❑ Low Slope 0 Mechanically Fastened Tile M Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles 0 Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof 0 Repair 0 Maintenance ® Reroofing 0 Re ovg�i�g 1 • ROOF SYSTEM INFORMATION • •• • • " "t' Low Slope Roof Area (SF) 1 Steep Sloped Roof AREA (SSF)36g6, Total (SF)4 • • • ,,,,�, • •••.1.• .... . . . '••••� • gyi••��•• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers antj,fjq>,v drains. rock u sions of sections and levels, clearly identify dimensions of elevated pressure zones and location ofewets. • .. • •• • 1 1 1 1 1 1 INTERNATIONAL CODE COUNCIL! Section B (Roof Plan) • • . • • • • ,,. • • . . .: ,___. ___ Salr 111 11 Ii'aiiiiiiiiiiiii o� mI ,, F d '` 1 1 1 ... . 1• .••i.. • • .•.1.. FLORIDA BUILDING CODE,— BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 I I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: E. A (;' e. Notice of Acceptance Number: t1 - Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 39. 1 P1: — 68. ( P1: — Jpp- i Roof Slope: s : 12 INTERNATIONAL CODE COUNCIL Deck Type: RidgeV etilation? Type Underlayment: Insulation: It. 30 L. ;� I N1e Fire Barrier: Mean Roof Height: 1 5 NIA • • • • • •• • • • Fastener Type & Spacing: Adhesive Type: • 156 C n' �,I l R5• e1" o- c F I e\ kP I lea"°• • ,S Sce I4keatuc 1'F,jvySe.T 'FimeaL0 • • • Type Cap Sheet: Roof Covering: • • • • • Loolkt Mgc we.. i • PRc t\e Couct.e: e_Tt`C • Type & Size Drip Edge: xi FQ,�,� 31K3� 7_6 G s G-Au i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •• • a•.•• • • 1.•.• 1 • 1 •• 1 • 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E (Tile Calculations) 11 For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 *Must be u Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: cl- x = 11.01) - Mg:1).125-= Mr, 4.4 2, Product Approval Mt ,, 6 . 1 (P2:63.1 x2 . ZgZ = jq .21b) - Mg: (,,E S = M, i 1.55 Product Approval Mt b . i (P3: foo. f x� , j1, = 42, - Mg: L .I J= M, .3.1. $ Product Approval Mf a 6 (P1:x L (P2: x L (P3: x L Method 3 "Uplift Based Tile Calculations Per RAS 127" =xw:= )-W: xcos 0 xw:=)-W:xcos 6 x w: = ) - W: x cos 8 = Fr, Product Approval F' = Fo Product Approval F' = Fr3 Product Approval F' Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 , 3:12 32.2 34.4 36.0 37.4 , .39.8 4:12 30.4 32.2 33.8 35.1 • • . • •.3 • 5:12 28.4 30.1 31.6 32.8 •••;94.9 M.4 •, ' 6:12 26.4 28.0 29.4 30.5 '''. 7:12 24.4 25.9 27.1 28.2 ••.•0.0 • : • • • Oo ply Board tlf'R08s and •• •• •• • F:0311nare greaterthan or • • • • • • • •• • • • • • • • • •• Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mt Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL° • • • • • • • • • • • • • FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezor Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv 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 t1p accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, n fd'Ifj?,'or suspend the use of such product or material within their jurisdiction. RER reserves the rightto4e4oke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet tfie requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the F1ocitdrguildingIC,ode. including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Medium Profile Concrete Tile . . . . . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.city, Late arid' toliOwing . 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 revises NOA No.16-0314.07 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino MIAMIOADE COUNTY APPROVED NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Medium Profile Concrete Lenght = 17" Tile Width = 12 'h" Thickness= '/2" Trim Pieces Lenght = varies Width = varies varying thickness 2.1 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies MIAMI.DADE COUNTY APPROVED Test Identifier ERPF-001-02-02 7161-03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Test Specifications TAS 112 Type 1b Class III TAS 112 Product Description •• Low profile, interlocking, h1g$ pressure extruded concrete roof tile equipped riih three nail Hole and double roll ribs. For•direat deck or battened • nail -on, mortar or adhesid2 tappli at jX Accessory trim, concretc.ruof pieces fgruse at hips, rakes and ridges. Msnx€actured €ar each tile, profile. • • • • . • . . ..• . ... . . Test Name/Report Date •' TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Aug. 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 7 Redland Technologies Letter Dated Aug. 1, 1994 Professional Service 224-47099 Industries, Inc. The Center for Applied Engineering, Inc. 25-7094-1 The Center for Applied 25-7094-7 Engineering, Inc. The Center for Applied 25-7094-4 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Project No. 307025 Test #MDC-76 25-7183-1 The Center for Applied 25-7183-2 Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations MIAMI DADE COUNTY APPROVED Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multiplier Restoring Moment Due to Gravity Aug. 1994 Sept. 1994 Oct. 1994 • Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1:943.. . Feb. 1.995 • . . .... • .... .• • ' 66 March,ff95 • . . . ... . Sep. 1998 . • Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 • NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 7 ATL of South Florida RT1211.03-15 TAS 112 12/17/15 ATL of South Florida RT0706.02-17 TAS 112 09/25/17 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 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade County 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 complikGe frith applicable Building Code. •• •. • . • • 3.7 All products listed herein shall have a quality assurance audit in accordance with theFtvrida Building Code and Rule 61G20-3 of the Florida Administrative Code. • 4. INSTALLATION .... . • • • • . •••. • . . . . ..• •. •• • 4.1 Eagle Roofing Products LLC, Medium Profile Concrete Tile and its components.sialLbe installed in strict . • compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 1 0. • 4.2 Data For Attachment Calculations .. . . • • • . .. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Medium Profile Concrete Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - X (ft3) Tile A, (ft3) X (ft3) Profile Batten Application Direc ec ication Medium Profile Concrete Tile 0.305 0.282 Table 3• Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" 7":12" or greater Medium Profile Concrete Tile Battens Direct eck-. Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 /6.65 / 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 MIAMI.L DE COUNTY APPROVED NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Medium Profile Concrete Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 •• •• 2-10d Ring Shank Nails1 43.0 67.5 --••: , 5Q.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/2' from head of tile. -- . Table 5: Attachm - • ; - ' to ce Expressed as a Moment Mf (1 1blj :. for Two Patty Ahesive Set Systems •--.• . -• Tile Profile ile Application Miniruum Attachment .., ••••it ista • : ••I Medium Profile Concrete Tile Adhesive2 26.13 2 See manufactures component approval for installation requirements. '• • ' •3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. • ••• • • • •• . ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. • • •.• .' . ..• . . • . . 1••• Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Medium Profile Concrete Tile ICP Adhesives Polyset® AH-160 86.614 ICP Adhesives Polyset® AH-160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Polyset® AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH-160. . •.• Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Medium Profile Concrete Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. MIAMI.DADE COUNTY APPROVED NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 7 • 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". ._„„) EAiiifr FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) • . . . . .. . . • .... . • . .... . .. .... . .. .. .... .. • • MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT MIAMI•DADE COUNTY APPROVED NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 7 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL 140LE MEDIUM PROFILE CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMIOADE COUNTY APPROVED • . . •• . . ... • • • • • . . • • • • • • . • . . ••• . • • 1 2 W NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 7 MIAM COUNT DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44"'Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.Qov/economv 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 accaptaao, if it is determined by Miami -Dade County Product Control Section that this product or material fails 4o meet the requirements • of the applicable building code. • • •• . This product is approved as described herein, and has been designed to comply with• including the High Velocity Hurricane Zone of the Florida Building Code. . DESCRIPTION: ICP Adhesives Polyset® AH-160 . rift:, Florida Building CQdq • • • . . .. . • . . . •••• . . . .. . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or 10 o, city, state•and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereir•.. • • • • ••• . .• • 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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Product Description Specifications TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipmebt • • • ••• • Dispensing Equipmetit • : • • •••. • • ••. • • • •• •• • • • • • • • • • • • • •••• • • • •• • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 11OA v3hich 1 stattachmen't resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. •• • • • •• • • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. MIAMI•DADE COUNTY APPROVED • •• NOA No.: 17-0322.03 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 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 D3b1.4/86 P36700.04.12 ASTM D 1623 : .•. 64/18/12 • P39740.02.12 TAS 101 • • • iit2/ 1•42 • • TAS 123 •• .... • . Celotex Corp. Testing Services 528454-2-1 TAS 101 • • • . • • i aif3/§8 528454-9-1 528454-10-1• •..• • 520109-1 TAS 101 . • • 12/18/98 •. •520109-2 • 520109-3• • figh520109-6 • • , • 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 he 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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 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 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. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispens tr RTC' 1000 or ICY • • Adhesives ProPack® 30 & 100 dispensing equipment only. • • ' • • . 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 minugeaftgr ICP 41aUives Polyset® AH-160 has been dispensed. ' •" • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance withxhe Placement Details' herein. Each generic tile profile requires the specific placement netiorleharein. • MIAMI•DADE COUNTY APPROVED . • . • . • • • • . • •• • ••• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead • • Two Piece Barrel (Pan Tile) Two Piece • 65-70 sq. inches • .. • • •-Y4 • :4 grays under pan i LABELING: • • • • • •••• • • • ••• All approved products listed herein shall be labeled and shall bear the imprint or identifiable.meslet g of she•.. manufacturer's name or logo and following statement: "Miami -Dade County Product Control approved" orrthe �liaml- Dade County Product Control Seal as shown below. • • • • • • • • • • • .• • ••• • •• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall 1hromaIt pbstic cement :Waal requ keit MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 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. Medium Profile / Double Pan Tile • • 1. Starting at the eave coutse,4ply a rhinimum 2" • (50.8 mm) x 10" (254 gym} :•" (25i4rrotno foam '• paddy onto the underlaytj tlpositioned as showp under the pan portion oftl3e file closest tgthe . overlock of the tile being apt• • • • .•.•• • 2. Continue in same mantle?. IYtsure ap?Oxin!ately t 96 •; • (109.7 cm2) — 23 (148.1eftquare inch adhesive '. contact with the underside of the tile: • • • • •• • •• • ••• • • • •• •a High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 N•il thrauigl► pQ•:tic cements +when rcquiredt MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) 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 cm2) square inch adhesive contact with the underside of the tile. • • • • • • •• • • • Medium Profile / Double Pad Tile • • � • 1. Starting at the eave course? appfya minim -RAC" (50,i mm) x 10" (254 mm) x 1"J 4jim) fo t gaddy ' • onto the underlayment positidtaed as shoveu$der the• • • • . pan portion of the tile closestto.the overlook of the • • tile being set. Insure approZimatAy 17 t10.9,Lcm2) 23 (148.4 cm2) square incltadlle$jve cofitact with the underside of the tile. • • • • 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 pan 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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Wall t}iaugh eae.ttt ¢w%.n rattuirod) � 1 Reddy CBara. h7ifr9 1 Undsri.rn�.nt ?. MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 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. 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8of11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Medium Profileiile MIAMI•DADE COUNTY APPROVED 1. On the eave course only, 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 for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed; •Insure approximately 8-9 in2 cm) of adhesive contact with the understcLut the tiler • • (Instructions continued on n p• age) • • • • • • • • • • • •• • •••• • • • •• • • • • • • • •• ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High ProfiieTlte MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • •• • ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Eave closure (meter shown) Steep pitch applications (when required) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive direct •exke inner •a • edge of each side of tit .aor tileiLeaye approximately 3/4" pm) to 1';r23 4'htm) from the outside edge gf V.ti1e, inward, free of foam to allow for expansion.• • ...• • 4. Turn cover tile over afftrfilnn is a ?1Zt'd and • place onto pan tile cotifsd''lnsure a Minimum of • 20 (129 cm2) - 25 (16r3 €n) •square inch • • •• contact area on each 'ide of the co ' ti1e to the, pan tile. Continue in sd a manner. Thm,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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • •