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RF-19-826Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 166 NW 100TH TER, Miami Shores, FL 33150 rnntmrtc Issue Date: 05/06/2019 Parcel Number 1131010230280 Permit No.: RF-04-19-926 Permit Type: Roof Mork Classification: rile Permit Status: Approved Expiration: 11/04/2019 ILEANA GODOY GONZALEZ Owner Z ROOFING AND WATERPROOFING INC Contractor 166 NW 100 TER, MIAMI SHORES, FL 33150 AGUSTIN EXPOSITO Other: 7863909503 2525 W 3 CT, HIALEAH, FL 33010 Business: 3056237663 GUS@ZROOFING.COM Other:3052182605 Description: RE -ROOF TILE ROOF Valuation: $ 13,000.00 Inspection Requests: 49 Total Scl Feet: 1,525.00 .j Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $2.60 Roofing Fee $225.00 Scanning Fee $9.00 Technology Fee $6.88 Tota I : $308.16 Building Department Copy Payments Date Paid Amt Paid Total Fees $308.16 Check # 102 04/16/2019 $50.00 Credit Card 05/06/2019 $258.16 Amount Due: $0.00 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 copstructign_aad zoning. Futhermore, I authorize the above named contractor to do the work stated. nature: Owner / Applicant / Contractor / Agent Date May 06, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village RECEWED Building Departmen.,t APR 162019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2Q 14 Master Permit No. Q - ou-iG-<RZ V , I Sub Permit No. ICJ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS 10B ADDRESS: I A✓ w/ 1 D 0 T-Ev _ City: Miami Shores County: Miami Dade zip: -33 1 5 Folio/Parcel#:3/ D/ - 023 - 0 2 A Q is the Building Historically Designated: Yes NO Occupancy Type_,!; Construction Type: Flood zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): i E O /�2— Phone#: Address: 16 6 A) yb 10 fl fi6t' City: M, PA,( State: lr L zip: 3 315,C) Tenant/Lessee Name: Email: J] �1 CONTRACTOR: Company Name: Z�ort ve, %✓A7 zoort---�a L C_Phone#:3fl;_ b�-3 :AkO3 Address: 2 �JR S ►.o Ct City: �-yState: L zip: 3 ''nn � s rr�It Qualifier Name: /� nu.,) -005'ry o Phone#:3oS L2V9b<Q 7 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: / / City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Technology Fee $ Training/Education Fee $ Double fee $ Structural Reviews $ Bond $�7`` TOTAL FEE NOW DUE $ ZS6' (/ 7 (Reviised02/24/2014) ` �� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 inspt. which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t approved and a rein5pedq2t�Q fee will be charged. OWNER or AGE The fooing instrument was acknowledged before me this i day of rC- &12` %A-A-Y 20 / by d A -�tJ rJ'{I 1oA, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: as Signature TRACTOR The foregoing instrument was acknowledged before me this da of Y", 20 _V�_, by r" o who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:. Print: Seal: itiii ii#tittt#ii####ttttti### i4tt ##tint###ittit#t####ttit#i# APPROVED BY fY L Plans Examiner Structural Review / keELYNGUERRERO,^ �� Notary Public < CommisEXniresNov76480022 Comm. P Assn h National Notary 3occecthroug •i########t#i ###4##tt####tit############ Zoning Clerk (Revised02/24/2014) 4/16/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-023-0280 Property Address: 166 NW 100 TER Miami Shores, FL 33150-1210 Owner ILEANA GODOY GONZALEZ Mailing Address 166 NW 100 TER MIAMI, FL 33150 USA PA Primary Zone 0800 SG FAMILY- 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,347 Sq.Ft Living Area 1,327 Sq.Ft Adjusted Area 1,250 Sq.Ft Lot Size 8,025 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $176,539 $176,539 $176,539 Building Value $93,750 $21,750 $21,750 XF Value $715 $722 $729 Market Value $271,004 $199,011 $199,018 Assessed Value $254,976 $180,866 $177,146 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $16,028 $18,145 Portability Assessment Reduction $21,872 Homestead Exemption $25,000 $25,0001 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BONMAR PK ADD A RE -SUB PB 24-71 LOT 10 & W1/2 LOT 11 BLK 4 LOT SIZE 75.000 X 107 OR 12360-1190 0384 1 Generated On : 4/16/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $204,9761 $130,8661 $127,146 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $229,976 $155,866 $152,146 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $204,976 $130,866 $127,146 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $204,976 $130,866 $127,146 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/09/2015 $203,000 29465-3842 Qual by exam of deed 03/01/1984 $49,900 12360-1190 Sales which are qualified 10/01/1980 $54,100 10929-0789 Sales which are qualified 07/01/1979 $47,500 1 10475-1625 Sales which are qualified 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 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 installat ft. • • • • Ad i nally, the following items should be addressed as part of the agreement between the owner arft the ; • • • con for he owner's initial in the designated space indicates that the item has been explainer%: • • ' • • • •••••• • Aesthetics -Workmanship: the workmanship provisions of Section R4402 aw fp�i�e purpase�aS. providi g that the roof system meets the wind resistance and water instruction performawM§Idards. • • • • Aesthetics (appearance) are not a consideration with respect to workmanship provisions. A8stb8tic issues • . such as color or architectural appearance, that are not part of a zoning code, should be addressed as part Qf • h ment between the owner and the contractor. • 2:�' Renailing wood decks: When replacing roofing, the existing wood roof de*;ar have to be,,. renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed ;per` t ing the existing roof system). 3� Common roofs: Common roofs are those which have no visible delineation between neighboring 4 unitsq(fli, to, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or Zviefrom d notify the occupants of adjacent units of roofing to be performed. 4`�Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can below. The owner may wish to maintain the architectural appearance; therefore, roofing nail etration of the underside of the decking may not be acceptable. This provides the option of maintaining the f arance. S� Ponding water: The current roof system and/or deck of the building may not drain well and may cause ter to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the fife expectancy and performance of the new roofing system. Pounding conditions may not be evident until the Xafing system isremoved. Poundingconditionsshould be corrected. Overflowscuppers(walloutlets):Itisrequired that rainwater flows off so that the roof is not rom a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ado fagce with the requirements of Sections R4402, R4403 and R4413. 771<;:L,_�_Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be r uced. It may be nefi al to consi r additional ven4ornat sult in exten 'ng the service life of the r f. -2� - I er Agenf's Signa ure Dat ContrDate Revised on 7/9/2009 LD Miami Shores Village 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 EXI9NJVof lTE. "" • • • • • • BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES "':" ••:•99 .... 0 PERSUANT TO SECTION 553.844 F.S. • • • • • • 000000 :000% 0::::--:00 • * •.•• 0 0 • • •..' To: Miami Shores Village Building Department Date: • • • • '• 000000 10050 NE 2nd Ave : ":': • • Miami Shores, FI 33138 ...,,, .' ••••.. P • , Q �/) , l y /� / • • Re: Owner's Name: .. Property Address: (n % nJ I) I 0 TEa .09 Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: jk1he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. i the provisions of the Florida Building Code (FBC) or with the provisions (1994 SFBC) Go 604,z-t-( � Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Z day of rF-as I <-J f 9 Notary Public, Sate of Florida at Large :•o�Y?L'L°. KAELYNGUERRERO Commission 5 GG 276580 ''••'`�oF F`•°�'` M • When the just valuation of the structure for pu rem taxati is equed �r r�Ct%q 1tlt, -SnVt4 g was not constructed with FBC nor a 1994 e roug Nationa: Notary Assn; SFBC. Then you must provide a building application from a General Von. Revised on 5/21/2009 ROOF ASSEMB pt ^ Florida Building Code 6th Edition (2017) 1 High -Velocity Hurricane Zone Uniform Permit Application Fo . 1 COPY 1 Section A (General Information) 1 Master Permit No. Process No. 1 Contractor's Name Z ROOFING & WATERPROOFING, INC 1 Job Address 166 nw 100 ter • • • • • • • ...... ROOF CATEGORY ... ; . • 1 • O • Low Slope ❑ Mechanically Fastened Tile X( Mortar/Adhesive.SdtIngs ; • • • ; • • • 1 ❑ • Asphaltic Shingles 17 Metal Panel/Shingles ❑ Wood Shingle • • • • ❑ Prescriptive BUR-RAS 160 ..'.. • •.. • ; 1 ...... ROOF TYPE •••••• 1 •• ❑ New roof ❑ Repair 0 Maintenance )(X Reroofing ❑ . Recgvering • • • • 1 • • • • • • ROOF. SYSTEM N1Low Slope Roof Area`(SF) ' Steep Sloped RoofRFJ1 SSF_INFORMATION • • Total S A& • 1 � • • • • 525 ( F) 1 c 1 . Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all.lovels and sections, roof drains, scuppers, overflow sCUP tia a p� rains. Include dimes- ; slons of sections and levels, dearly Identify dimensions of elevated pressure zones andd Perimeter Width:5.5'Comer sizes 5.5'x5.5' 1 ■■■■■■■■■■■■■■■■■■■■■■■■■ ■ �i�E■■■ ■i�ii■■■■■■■11■■ ■1 NOON M:s •��■■■ ■■■■■■■■■�11�■I ■1 NOON NMt1EE■N ■■ �.■■■.■�.■..�!■u■■■ EI■tIN■■■ �■!�■ �! �i■■■■■i■NONE . EMENE■■ E■ ■E 1 OMIN■■■■■E■N■N . . ■■�!®®ML�ETIiiil�■■■■NINE■■■MEMO �.,, E■■®®■■NONE■EN■■■■■■ONE■E 1 RECEIVED API 16 2.0419 4 1 .1 1 1 i 1 YO^c5wdr. . "d 1 FL bFIIDA BUILDING CODE —BUILDING, Bth EDITION (2017) 469 ROOF ASSEMBUE13 AND ROOFTOP STRUCTURES Floddb Building Code filth Edition (2017) 1 High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D (Steep Sloped Roof System) 1 1 Roof System Manufitturer. BORAL ROOFING, LLC. 1 Notice of Acceptance Number: 16-0711.05 1 Mlnhnum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -39.1 P1: -68.1 P1: -100.7 **eel • %I DeckT ...... •.. 1 YPe� 5/8" PLYWOOD Type Underlayment: 30 FELT ASTM NAILED TO DECK DLK F$C CH.15 8.41 Roof Slope:. 4 12 ......1 Insulation: N/A 0001 Fire Barrier: FN/A 1 Ridge Ventilation? Fastener Type & Spaaoq d TinCaps ails r. FiPld / 1 n/a 12 6" o . aps / 6" oc Corners HidelLap: Adhesives Type: .N/A 1 Type Cap Sheet . oral.TileSeal #18-0502.03 1 1 Mean Roof Height: .12' Roof Covering: SAXONY 900 1 -Type &Slag Drip 3x3 Galy 26 Ga. ,� Edge: tac S 1 Nails @ 4" oc 1 1 FLORIDA BUILDING CODE — BUILDING, SM EDITION (2017) 471 i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1� Florida Building Code 6th Edition (2017 ) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from M. if the K values are greater than or equal to the Mr values, for each area of the roof, then the tie attachment method Is acceptable. Method 1 'Moment Based The Calculations Per RAS 127' (P1 r39.1x X .315=1Z-31j - Mg: 7.50 = M„ 4.81 Product Approval Mr 40.4 (P2:-68. bca..315 = 21.45) - Mg: 7_50= MR 13.95 Product Approval M, 4�..' (P3:1QQAL.315=31.72) -mg: 7_50= Mre 24.22 Product Approval M, 40.4 ..... Method 2 "Simpifted Tile Calculations Per Table Below" 0 0 0 Required Moment of Resistance (M,) From Table Below Product Approval 14 � ....' M, required Moment Resistance* • • ; • • ; Mean Roof Height Roof Slope 15, 20' 25'• 30' 00 SO AQ'e ... • 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 , 37.4 35.6 • ; 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 •••• *Must be used in conjunction with a list of moment based the systems endorsed by the Browand County Board of Rules and Appeals. For Uplift based tie systems use Method 3. Compared the values for P with the values for Fr. if the F values are greater than or equal to the Fr values, for each area of the roof, _then the tie attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12r (PI: X L _ _ _ X W = _� - W: _ X cos A _ = Fr, _ Product Approval F (132:_ x L _ = _ x w: = __J - W: _ x cos 0 _ Frs _ Product Approval F (P3:_ x L _ = _ x w: = _j - W: _ x'c oe 6 _ = F„ _ Product Approval F' Where to Obtain information Description Symbol Where to find Design Pressure 121 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 A Job Site Aerodynamic Multpller x Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, 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. 472 FLORIDA BUILDING CODE - BUILDING, ath EDITION (2017) rr r DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 . . .... ...... ...... Sege • 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 - Ptadilc`tGContr4 8cet�ion to be used in Miami -Dade Countyand other areas where allowed b the Authority Having Jurisdiction HJ . 0 e 9 S • y h' g � ) .... 06960 .. .. .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyAmduct Control Section • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the righht to have this **Sege eeeeee product or material tested for quality assurance purposes. If this product or material fails taper0rm in the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, fiodit*y. or • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete 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 Gaspar J Rodriguez. - NOA No.: 16-0711.05 QPMIAMMDADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 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 Shalke) Concrete MbOf Tile' as•; • manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice qf.. jjgptance� r locations% where the pressure requirements, as determined by applicable Building Code, do npt otired the del*ign pressure • values obtained by calculations in compliance with RAS 127 using the values listed" the in$tallaoon secli"r • • herein. The attachment calculations shall be done as a moment based system. • • • • .0 0 0 0 0 00000 ...... 2. PRODUCT DESCRIPTION • • • • • • ' "' • • • Manufactured by Test Product ; .. • % ....:. Applicant Dimensions Specifications Deter n • Saxony 900-Slate Length = 17" TAS 112 • • • • • • Flat profile, interlocking, high press,41 0�ttuded • • Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct 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 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 Agency 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 • • • Marcli,1994 ...... Engineering, Inc. TAS 101 (Adhesive Set) •• • •... .. The Center for Applied 25-7183-6 Static Uplift Testing TAS I OT " feb-1995 .... Engineering, Inc. (2 Quik-Drive Screws, Direct Dec. �' • The Center for Applied 25-7183-5 Static Uplift Testing TAS I O7 2895 • Engineering, Inc. (2 Quik-Drive Screws, Batten%).... 0 . The Center for Applied pp 25-7214-1 Static Uplift Testing TAS 101..' p g * • • G ICMkdh„1995 • Engineering, Inc. (1 Quik-Drive Screw, Direct D, cki 0• • The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 ....:. Engineering, Inc. (1 Quik-Drive Screw, Battens) .'. The Center for Applied Project No. 307025 Wind Driven Rain �..... : W• 1994 • Engineering, Inc. Test #MDC-77 TAS 100 0000 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II & III TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 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 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 io•the roof slope vjess stated, • otherwise by the underlayment material manufacturers published literature. • • • • • • ..:. so 00:0 3.6 This acceptance is for wood deck applications. Minimum deck requirements •sfiAll be in compliance with • the applicable Building Code. ...:. • . . . . . ..... .. .. .. . ...... 4. INSTALLATION • • • ... • 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components §hall beZ ecteiked in Afit t • • compliance with Roofing Application Standard RAS 118, RAS l l9, and RA3 j;& ; . • • :....: 4.2 Data For Attachment Calculations 0000 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - ,% (ft3) Tile X (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 312:12" 412:12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 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 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Slate, Shake & Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 . 30.0 618.2 2 .#8 Screws 51.7 4f.7; saw 4.4 1-10d Smooth or Screw Shank Nail (Field 24.3 .."30 �• 24.2 Clip) 400:00 • 1-10d Smooth or Screw Shank Nail (Eave 19.0 ei9.o „ 22.1 : • • Clip) eggs • 2-10d Smooth or Screw Shank Nails (Field 35.5 • •8sj& agog 34.8 go: Clip) ..sea. '..' 2-10d Smooth or Screw Shank Nails (Eave 31.9 : • 84 8 . 32.2 Clip)• g g g Table 5: Attachment Resistance Expressed as a Moment Mf fft-I .. ;.• for Two Paddy Adhesive Set Systems e Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 s 3 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® RTA-1, one -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 Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 118.94 40.45 4 Large paddy placement of 45 grams of Polyset® AH-160. 5 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 Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 6 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 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". •••• •• • i••• • • LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES•AL' SLANT)- • LOCATED UNDERNEATH TILE • • • • • • • • • • • • • • • • G. BUILDING PERMIT REQUIREMENTS So. • • •••••• • • 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 the Building Official or applicable bd'lyding code; n orde r to ; • • • • properly evaluate the installation of this system. 0000 NAIL HOLES rN PROFILE DRAWINGS UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS •, Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE . • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES G PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE • 1-9/32" (St4e) • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 MIAMFDADE 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: • ...... ..ww wwwwww This NOA is being issued under the applicable rules and regulations governing the use of ao&raction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to We' used in Miami Dade County and other areas where allowed by the Authority Having Jurisdittion (AH;) ' w • * ..... wwwwww wwww wwwww This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coutrty Product Control Section ... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserWfbb* 1ght to hale this •, product or material tested for quality assurance purposes. If this product or material fails io perform it! tha 3acepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediitgiy levoke.6 modify, or : • • • . suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke V4§;V�ceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description • • • • • • BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asjb;ft *eet mQ*;Lwith a** •, •• 36" x 72' rolls ASTM D1970 white glass re-enforced.pWyester suMcing fate;.; for use as an underlaysn in sloped soof assemblies. • • • • • .... . ..... Boral Citadel Plus 36" x 72' rolls ASTM D1970 SBS self -adhering aspligh sheet n}aterinl with a• • • • poly film -facer; for ut8 aS•a mid-plyunderlayitenr; • in sloped roof assemblies •: • • . . . . 000*% MANUFACTURIGN LOCATION: •..• .. :•"': 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF424-02-03 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. 0000 Ply Sheet . . •••• •••••• Apply one layer of Boral Citadel Plus over Base sheet as per currell aplfroval. ; • • • • 0 (Optional): • • • • • • 0000 ••• • • • • • • ...... Membrane: One or more plies of BORAL TileSeal Underlayment with a minifo=X' head tap and • minimum 6" end lap. Place the first course of membrane parallel to"cave, rojUgg the • ; • • • • membrane to obtain maximum contact. Remove the release memlxana as the rnamblane is...... applied. Vertical strapping of the roof with BORAL TileSeal UnjleflgyMent is acceptable. All • end laps and laps without black selvage area shall be sealed under lap using a4 $PA modified• • • mastic. •• • • •• . • . • • • . . 0:00 Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be 0900 applied over a roofing Base/Anchor sheet underlayment. • . . .... ...... 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longertfia; 180 days -of - application. • 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 * * * i tiles are loaded direotl.# • • to the BORAL TileSeal underlayment; loading boards or battens are required on roof'gijghos greapofth 6:12" • • • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed appr1wat of this product with : • • • •• •• •• • •••••• specific prepared roofin g products. • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". . . . . ...... 9. BORAL TileSeal underlayment may be used with any approved roof covering Notica of AcceptanVe listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. 0If HORA L : • • • • TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (A!HJI)•or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 T MIAMI-DADE COUNTY 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.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 441 Street Coral Springs, FL. 33065 SCOPE: .. • • • This NOA is being issued under the applicable rules and regulations governing the use of eon*traction materials. Tha' documentation submitted has been reviewed and accepted by Miami -Dade County RER aPteo ftet Control -Section t+o•be : • used in Miami Dade County and other areas where allowed by the Authority Having JurisQtctttitt(AHJ). ; • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyllroduci I'oritiol Section. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tte tight to Imovetthis prod. or material tested for quality assurance purposes. If this product or material fails to perfbi" ill the acceMte manner, the: - manufacturer will incur the expense of such testing and the AHJ may immediately revoW,*r$a*ify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this accaptdwe, if it IS" determined by Miami -Dade County Product Control Section that this product or material'of1iiiis to meet the. �equiremar�tc. of the applicable building code. • ••.• This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. MIAMFDADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 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 Rgafing. Application Standard RAS 127. For use with approved flat, low, and high profile roof til$syst2lps using Mf • • • • • • Adhesives Polyset® AH-160. .• • •••• • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: a •••••• •••• • • • • Product Description09:00• • • • • • so 0 Two component geb mthane foam adhesive' . . . . ...... Dispensing Equipi;vlt• ; .... Dispensing Equipment 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./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Penn / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 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.: 17-0322.03 MIAMFDAD; COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aseney 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 : .'. •OM/94 ••••;• Polymers Division � :"' , ...... ••.• ••..•• Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04730/93 • • • • • , , • , • ; .... . ..... Southwest Research Institute 01-6743-011 ASTM E108 ...... JJgt&94 .�;•,• 01-6739-062b[ 1 ] ASTM E 84 • • • • • ' oa %4/95 ...... Trinity Engineering 7050.02.96-1 TAS 114 ; O}JJ4/96 .... • • P36700.04.12 ASTM D 1623 : .'. ' 04/18/12 ;,,,•; P39740.02.12 TAS 101 : 0021/12 ' TAS 123 • • • • Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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. NOA No.: 17-0322.03 MiaHi•oaoE counmr 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. 6060 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordanceowith@RoofingApplication+.+++ Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. • • • • • • Adh+esY.• • Y • • • • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and license`c.�j j�P ives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicat 5 Jo the aVthorlty having• • • jurisdiction. • +... • • • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is rG�"ui&-d befoTenplicatibho • • of any adhesive. The mix ratio between the "A" component and the "B" component Hall be maintaineAetweleY •: • 1.0-1.15 (A): 1.0 (B). • . . . . ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenj�r 11TV1000URV 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 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 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 .00100 High Profile #2 • 17-19 sq. inches • • 930, Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches.1t. 12 gram Viper paddy head of tile 9-11 sq. inches 4t . • . • • • • overlap '.. .' ;""' .•.• Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudi'V • • 17 gams per be �d' w w edge) 20-25 sq. inches eacA. • • • 10 bead .• • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches •.. ; 34 gjamj Vnder peas• • • LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 KAthmiphplastkcavoord PadldY[Bmnathi�e) 4ehsn required) Ih4dMi4YmNhR ° a '`� tOInL Latosrrs opt[onel �° EsYeGwu st 8 A 1. Esss ticsur• Nall through phFlk cement: 4when required) 1a rn.xlh 2 tn.trld fattens optional 43"osth lEhol I Lam closure Fascia Mail thaou!p pI Mic token requAre d1 Paddr (pGn+Gshl it l uI s doe Yns.�e ° �F lain. it iin.swlda Rattans %optional • Is Eas�a caursc Pasaa 141In. ia. Easedasu►e 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 closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. Goes • a • • *::o 000e:0 • • ease e • o •s•GoeG ease GGsoGo Medium Profile / DoublL*P°hb*Tile GGoe :sees: 1. Starting at the eave course apply alninimum 2"o • • • • (50.8 mm) x 10" (2541nmx 1" (25Tilft) foarh paddy onto the underl4XWpj positioned as shown under the pan portion bf the file closest to the '. overlock of the tile being sat. " • • • • G G :Goo*: G • . . 00 2. Continue in same manner. Insure appFoximately 17 (109.7 cm) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 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 cmZ) — 23 (148.4 cmZ) 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 taff a ►egoh "We<omanc Potty 1�1�n#M%T kl twhlrnuedmtaymant • BatEu�s eptlenal ' �' Fa1MCOU m I In Nsm Earn OOSMMM zs !Wail through plastic Dement OAen rewfredl ftddy4benaathT11ay elndrtlrgw+•ht 71n. 2 tn. Batten: optimal 10 in 1n Eaw cktur. EawCeur.e Fxs 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 cmZ) — 23 (148.4 cmZ) 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 u ; Me • • • strengthening rib closesttp jhe pverlock of tke tile • being set. • ...... .... ...... 3. Continue in same manneFr hisure approximately 10" • • : (64.5 cmZ) - 12 (77.4 cmZ j Sgttare inch adhesive • • • .. contact with the undersidd VVe tile.. • •; • 0 • • • • • .. .. .. . ...... Medium Profile / Double Pan Tile • • • : • •' • • 1. Starting at the eave course, apply a nfiYlblfn 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 cm) — 23 (148.4 cmZ) 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 12" (77.4 cm2) - 14 (90.3 cm) 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) Hau thmughphstkte (When ngalred) Paft (BettombTile) tAnd*0fart he i ly Batters '+� eoelanai . v Eeve toetse Festie it1im 21n. Easedame UP edge 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 cm) — 23 (148.4 cm) 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) foarnepaddy�onto the underlayment positioned Zs sh5wn unddetbt pan00 • • • • • • portion of the tile closest to the Overlock o*rthe tile ...... .... ...... being set. • 3. Continue in same mannef. Jusufe apptbkithWely 17. ; , 0 (109.7 cm2) - 19 (122.6 cm2�sqrare inch.adhesive .....' contact with the undersidetofoffie tile. . • 0 . ...... ...... .00 . . . . . ..... . .... . .. . . .. . . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plasticcemert Paddy mebreer toes) (when required) Ratters optional ° • Paddy Oder tile) on �4 xa ln.Singlepaddy on UrwWaymenwi 2=411. `` �•. �otn�� << 21. Bneciosae FlatfLow Profile Tile Nall thnmoplawccemeR Singlepaddyundertile (when requ(red) paddy (between tiles) Battens Paddy finder tile) (optional Y S Pad offfle :aht. za 5 n9lepaddy an underlayment tpin. �` 21n. LweQosure Earre Qum Fasda Medium PronieTile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 the 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 in (109.7-148.4 cm2) of adhesive contact with the underside of the tile . . .... ...... 2. Apply a 4" (101.6 mm)Y4" T101.6 n4n�x 1" (25.4 • mm) foam paddy onto the uriderlay"811t just behtu►• • • the second course line jositioned foam paddy under the strengthenirl&V! for flat ;Rerei•under th pan portion of the tile• rrWpat to the.ggqerlock fore • . the second course tilerto1v ilrstalle%.1hsjire •: •: • • approximately 8-9 in2!(&-P"8.1 cm2) of adhesive . ° contact with the underside of the ti4e. . . ° ... ° ...... • • • . 0 • • • •• • • •• • • (Instructions continued on next page) "" NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall through plaWc S)ng)epaddyunder tile twhen required) paddflibetween tiles) Battens optional Paddy tnndertile) ..4/ an rnderh _t 4: s in. sb* 2z41npaddyon �y top of tale .t Ewe terse � da Weephole loin tin. Eare dosure Delp edge High ProfllaTile 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 cm) - 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 samg manner. . . .... ...... w••••r •••• •wwrw• • •wr• � ww•••Y • r • •••••• • • w •w••wY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Plan enough adhesive to achieve 65 to" In contact with the pan tile. 2)Turn covers upside down. Placeadhesive in tot in. from outside edge ofcovertile . Than install the tile. Ensure 20 25 sq. in. contact area. �< Underlayment Eave closure (motor shown) Fascia Board ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile. Abufto second course of pan tiles. Ensure eave end of pan and cover dies are flush at eave line. Two Piece Barrel : High Profile Tile 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 e • • approximately 65 (44 9. 4 emz) — 'M "( f.6 cm J• .... square inch adhesive eentkt with t" iaaderside of the pan tile. •••;•• aeeaie •ee• aeeeee 3. Turn covers upside do* W %xposidg th@ underside • of the tile. Apply a m�i * imum 1" t2 5.4 mm) x 11Z* • (254 mm) bead of a�l�iejiye dired.y -the inn :? • • • edge of each side o�Uw ggver tile. Leave • a approximately 3/4"Z19*n&) to L" (2�r4 mm)....:. from the outside edze of -the tile,:ihWa*r$, freeeof • . a ...a.. foam to allow for expansion. 0 • e . • 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cmz) - 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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 766.8972 RE: Permit #_ IZ 0 M- 1 9- R 2,6 INSPECTION AFFIDAVIT DATE: J — Zy - If lic ensed as a (n Contracto / Engineer / Architect, (Print new and circle License Type) FS 468 Building Inspector License #: O C C/ 3 ?-9 6 03 On or about ,- - Z () - /I .3 ' , I did personally inspect the roof deck nailing (Date & time) work at l 6 (o N w< -0 r t /L (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large da of r_'uB KAELYN GUERRERO < • �� : notary Public - State of Florida Commission = GG 275580 r� My Comm. Expires Nov 14. 2022 'mra::;h ratiora: Notary -+ssr. 'General, Building, Residential, or Rooting Contractors or any individual certified under 468 F.S. to make such an ktspecGon. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each Inspection Aadewi — nri nM I A IC. nl NMo floor-ini� & urArZ=-rrIFoor-iniM STRYING ON TOP TEL 305-623-ROOF I FAX 305-384-1209 I WWW.ZROOFING.COM 12498 W 3 COURT, HIALEAH, FL 33010 SHEATHING INSPECTION REPORT Date: Job Address: 166 NW 100 TER Permit No: RF-04-19-826 Property Owner: ILIANA GONZALEZ Contractor: Z ROOFING & WATERPROOFING, INC. Qualifier Name: AGUSTIN EXPOSITO License No: CCC1329603 Mailing Address: 2498 West 3 Ct, Hialeah, FL 33010 AGUSTIN EXPOSITO ______,_do hereby affirm: That I have personally inspected the re -nailing of the existing roof sheathing as required by Florida Building Code (FBC) Section 2322.2.8 for the area covered by the roofing permit referenced above and further state that the re -nailing of the sheathing meets the requirements of the current edition of the Florida Building Code sections meets the requirements of the current edition of the Florida Building Code sections 2322.2. FBC Section 2322.2.2 Board roof sheathing shall have a net thickness of not less than % inch when the span is not more than 28 inches or 5/8 inch when the span is not more than 24 inches, shall have staggered joints and shall be nailed with 8d ring shank nails not less than two in each 6-inch board nor three in each inch board at each support. FBC Section 2322.2.8 when existing roofs are re -roofed to the point that the existing roofing is removed down to the plywood sheathing, the existing roof sheathing shall be re -nailed with 8d ring shank nails (0.131 diameter by 2 %:" long with a 0.281 diameter full round head). Power driven 8d nails shall be of the same dimensions. Nail spacing shall be six inches on center at panel edges six inches on center at intermediate supports, and where applicable 10d nails four inches on center over gables ends and sub fascia. Existing fasteners ma be utilized to hieve such minimum spacing. ualifier ntractor Signature Date AGUSTIN EXPOSITO , having first duly sworn, does affirm the statement above to be true and correct by his/her own personal knowledge. KAE ,N GUERRERO rotary Public State of FI tary Si nature Date 4a'I Commission # GG 276 My Comm. Expires Nov ta?onded through National ^iotar STATE LICENSED E INSURED - RESIDENTIAL - COMMERCIAL - INDUSTRIAL WWW.ZRODFING.CDM 111il 1111111111 IIIIIIIIIIIIIIIIIIIIIIIIIII } NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. (� ''31 0 (- �23- OZ 00 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. C:FN 2p-liI9 'C 137631L 0R BK 31-�78 �'3 3 k1l"9s) `7 =Fu. - M= 1. Legal description - roperty and street/address: / 6 6 N c✓� 1 ( 00 16 r1. 1� , AMA sLES Gc 3 (0 a,o,1H•AA-JX A-ils A 2C-S✓jo A3 214-')1 1f\t fn 1 ',)11z /n-trl 811<c4 2. Description of improvement: _.,�, .E -0 -O0,- r, L t 3. Owner(s) name and address: _(� 6W "J W o D D N C o A..jZ- #a I (� 6 c,, 100 TEFL- r'� I A� I AFL 3 3( 57 0 Interest in property:�� Name and address of fee simple titleholder: 4. Contractor's name and 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 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 and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and 9. EVation date of thiZotice of Commencement: (the expiration date is 1 year from the date of recording unless a differ t date is soeci t1 of Owner Print Owner's Name Sworn to and subscribed before me this Notary Public_ Print Notary's Name_ My commission expires: 12301-52 PAGE 9 9102 0>0V 2 && day of fi v' rL 20 L 'J. Notary YN Ez�rres No" 14, Prepared by C - r2,C7L / Address: Z- 4 28 �j C / Of� seal. H RV LE o Ctrtxtii and CountyCourle