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RF-19-2803Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:12/12/2019 Parcel Number 775 NE 97TH ST, Miami Shores, FL 33138 1132060142330 Contacts Permit No.: RF-1 1 -19-2803 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 06/09/2020 Alina Nunez Owner 775 NE 97 ST, MIAMI SHORES, FL 33138-2525 A&J ROOFING CORP Contractor MIGUEL GUERRERO 4337 E 11 AVE, HIALEAH, FL 33013 Business:3055992782 secretary@aandiroofingcorp.com Other:3058041342 ns ecti Description: REPAIR APPROX 30 ROOF TILES Valuation: $ 600.00 Ion Requests: TotalSq Feet: 150.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $0.20 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $272.30 Payments Date Paid Amt Paid Total Fees $272.30 Credit Card 11/22/2019 $50.00 Credit Card 12/12/2019 $222.30 Amount Due: $0.00 Building Department Copy 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 IT: I ifyrttlat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin and z ning. hermore, I authorize the above named contractor to do the work stated. - z f,2 I� horized Signa Applicant / Contractor / Agent Date December 12, 2019 Page 2 of 2 V 1-1 k6k , wjdN� BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC 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 ROOFING ENTERED NOV 2 2 200 BY: FBC 201-1 Master Permit No. R F- II - I q- 2i�03 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: E 9 ST Folio/Parcel#: /` Oc!/l/> ��'� OC� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type Flood Zone: BFE: FFE: Z � OWNER: Name (Fee Simple Titleholder):%% �/1��%7e Phone#: y Address: / / City:/ b om'/ v�ho rP s y State: Zip: Tenant/Lessee Name: Phone#: Email: eC//m-z24 J/vz �����1 C-05 �W �[157, 5W CONTRACTOR:Company Name: �C� Phone#: , Address: -7 ',`1� // '/ or-5/ City: Y�%�/iP State: Zip:em Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �Q Square/Linea��Repair/F J J Work: / �o Type of Work: ❑ Addition ❑ Alteration ❑ New eplace ❑ Demolition Description of Work: 2Pe / l� l� ��`� xD)� /� S Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ a TOTAL FEE NOW DUE $ O (/15-5 (Revised02/24/2014) 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all. the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWN rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of �OIJ 120 by l 1 f')l�-��C>7P who is p onally kno n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Lam(:/' i Seal: 'ussy%J910N leuORIN 41naay1 Pf ZZOZ 19Z Apw sajldxg ,wwo' /W bLBtOZ 00 k uolsslwwo) epuol j to aleiS • 2IIQnd ARION ****************** Oa38aIf1� 'y l 91W APPROVED BY (fill /L7I6 9 as The foregoing instrument was acknowledged before me this 2 ZZ day of k) O U 20 -/ by -Hello 1 who is p sonally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t U- rce--, Seal: ;..t; �� ARAISYVARA NotaryPublic- StateofFlorida Commission n GG 76694 My Comm. Expires Feb 26, 2021 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A� �® CERTIFICATE OF LIABILITY INSURANCE DATE /2312 /19 11/z3/2o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Juan Hernandez NAME: Casualty Systems, Inc. PHc°No Ext : (305) 551-0590 Fvc No): (305) 551-0857 E-MAIL y Juan@ casualty s stems.com ADDRESS: 3331 SW 107 Ave INSURER(S) AFFORDING COVERAGE NAIC 0 Miami FL 33165 INSURER A: Burlington Insurance Company INSURED INSURER B : Progressive Insurance Co. INSURER C : A & J Roofing Corp. INSURER D : 4337 E 11 Ave INSURER E : INSURER F : Hialeah FL 33010 COVFRAGFS CERTIFICATE NUMBER- CL195905967 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AUULbUOK INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE Fx_] OCCUR PREMISES Ea occurrence $ 100.000 MED EXP (Any one person) $ 1,000 A Y Y 289BW51524 05/15/2019 05/15/2020 PERSONAL & ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X PRO - POLICY JECT PRO ❑ LOC PRODUCTS - COMP/OPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 300,000 BODILY INJURY (Per person) $ ANYAUTO B OWNED SCHEDULED AUTOS ONLY AUTOS Y 02245587-6 06/05/2019 06/05/2020 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY I PIP $ 10,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N I A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) License # CCC1328038 Roofing Contractor CERTIFICATE Hni nFR CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Florida Building Code Edition 2017 High Velocity Hurricane Zone • Uniform Roofing Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name: A & J ROOFING CORP Job Address: 775 NE 97 ST Miami Shores, FL 33138 ' 1 •� . �. : IL ROOF CATEGORY I;ILU)ile' ❑ Low Slope ❑ Mechanically Fastened Tile ®C Mortar/ ' ' • ..•... •••. ❑ Asphaltic Shingles ❑ Metal Panel / Shingles ❑ Wood Shin;ies f Shakes 0 • " j". .. .. . .. ❑ Prescriptive BUR-RAS 150 ...•.. • � • • � • .� , • ROOF TYPE ...... ❑ New Roof ❑ Reroofing ❑ Recovering X Repair d Maintenance". • • ROOF SYSTEM INFORMATION Low Slope Area (SF) Steep Sloped Roof Area (SF) Total Area (SF) 0' 150' 150' Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressures zones and location of Florida Building Code Edition 2017 High Velocity Hurricane Zone - Uniform Roofing Application Form Section D (Steep Sloped Roof System) BORAL ROOFING LLC Roof System Manufacturer: 18-0509.16 Product Approval Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculahmh. • -39.1 -68.1 -100.7 P1: P2: P3: ...:.. . Maximum Design Pressure 26.1• •..... .. . Product Approval Specific System: • • • Method of Tile Attachment: POLYFOAM 2 PATTY . . ; • • • • • Steep Sloped System Description Deck Type: Roof Slope: 3 : 12 Ridge Ventilation? N/A 5/8 PLYWOOD Tye Underlayment: ASTM# 30 TYPE II Insulation: Mean Roof Height: 12' N/A Fire Barrier \ N/A Type &Spacing: 1-1/4" R.S. NAILS/6" O.C. @ LA S tesive Type: SELF ADHERED Type Cap Sheet: BORAL TILE SEAL Underlay 4ent Roof Covering: BORAL VILLA 900 CONC ETE Type & Size Drips ROLL ROOF TILE Edge: 3 X3 26 GA GALV Florida Building Code Edition 2017 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: -39.1 x x .315 = 12.31 C - Mg: 7.62 ) =Mr, 4.696 Product Approval Mr 26.1 .100No f . (P2: -68.1 x x .315 = 21.45) - Mg: 7.62 ) =Mr2 13.831 Product ApplbvaFMr 26.i V-WWF�• f.GV.• • (P3: -100.7 x x .315 = 31.72q - Mg: 7.62 ) =Mr3 24.100 Product Apples Mr 26.1, Goof .. . • • • • f Method 2 "Simplified Tile Calculation Per Table Below" •... . G• Required Moment of Resistance (Mr) From Table Below Product Approval Mf• • • • . • M Re uired Moment Resistance* • Mean Roof Height Roof Slope 15' 20' 25' 31- .' ••G.G• 40' • Go 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 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 tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the P values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: _ x 1: = x w:= W: x cos 6 (P2: x 1: = x w:=- W: x cos 6 (P3: _ x 1: = x w:=_1 W: x cos 6 =Fr1 Product Approval Mr =Fr2 Product Approval Mr =Fr3 Product Approval Mr 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 prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope U Job Site Aerodynamic Multiplier A 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 I =length w =width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 6Hmt ryy. p�OR(DP SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR UOO�ING CONSIDERATIONS :***a* 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractorl8 p ilvIde 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 industryfor roofing system ins4lijQns. Addjion.aII , the ' ..... following items should be addressed as part of the agreement between the owner ant tho w4itractor..jhe g ner's �; • • initial in the designated space indicates that the item has been explained. 000000 ... , • 0• • 2. Renailin wood decks: When replacing roofing, the existing woods%f deck"a have to 9 p 9 9 9 Y :....; be renailed in accordance with the current provisions of Section R4403, (The roof deck is ufualry'. • concealed prior to removing the existing roof system). • • • • 4. Exposed Ceiling: Exposed, open beam ceilin gs are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from 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 accordance with the requirements of Sections R4402, R4403 and R4413, wner/Agent's Signature Date Contractor Signature Date %%-6 IUG��ST Property Address �"S�j�le�j Permit Number Revised on 7/9/2009 LD;07/01/2015; MIAMNDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION an- Boral Roofing, LLC 7575 Irvine Center D ' �eioo 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.aov/economy ••••r• •• WW SCOPE: • ••0 • • .00000 This NOA is being issued under the applicable rules and regulations governing the use of constion miajeri als. The:****: documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pro"t Contr(P %4lbn to �� • • • • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdietiofl•(AHJ).� . • . • .. ; • • • •• •r • .. ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Nedxct Control Sectionat • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to hfee*** thi....:. product or material tested for quality assurance purposes. If this product or material fails to �crWruz in the accepted • • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, r$os r?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 V��a11P gone of the Florida Building Code. PTION: Boral Villa 900 Concrete Roof Tile LA a bear a permanent label with the ma ame 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 revises NOA No.16-0711.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 0 - OA No.: 18-0509.16 MIAMMADE COUNTY Ex ion Date: 09/21/2 Approva a e: 1-1.8 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured BoralRoofin 'LLC in Laj� • • • Wales, FL and described in Section 2 of this Notice of Acceptance. For locations: where tha pressure .' requirements, as determined by applicable Building Code, do not exceed the design pteTmre values obtained by • • calculations in compliance with RAS 127 using the values listed in section 4 herein. nt*11achment Calculatic:v . .; shall be done as a moment based system. • •' 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb '/2" thick Class III Trim Pieces 1= varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset6 AH-160 TILE BOND' Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Two component polyurethane foam adhesive. ...... .. . ..... .. .. . .. ...... ;roduit • Description • • • • • • Low profile, interlockih*g, high pr@ssf?e cxtruAQd • concrete roof tile equipped with three nail holes and double rolls. For direct deck, batten, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at ridges, hips and rakes. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. DAP Foam Touch N Seal Two component polyurethane StormBond® 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. The Dow Chemical Company NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 2 of 7 2.3 EVIDENCE SUBMITTED Test A2ency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing i)oct4991 Appendix II TAS 108 (Nail -On)*.. • • • • Redland Technologies P0402 Withdrawal Resistance TeA114 bf •Sept. 1993 ...... screw vs. smooth shank Mils" ...... The Center for Applied 94-060B Static Uplift Testing'— Maroh' 1994..... Engineering, Inc. TAS 101 (Adhesive Set), • •; . . • • • • • The Center for Applied 94-084 Static Uplift Testing..... * M;y 1994 • Engineering, Inc. TAS 101 (Mortar Sep ....:. Redland Technologies P0631-01 Wind Tunnel Testing .'. ' July 1994 ;....; TAS 108 (Mortar Set) • ' Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. 25-7183-2 TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 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 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 3 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Construction Materials COPO-002-02-11 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-04 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-03 Static Uplift Testing 010/1;/2016 Technologies TAS 101 (Adhesive Sat • • • : """ ...... • 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 perforrrteA"jccord uce with TAs: • 106. • • .. .. . .. ...... 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory WaMorm quarterly test in •, accordance with TAS 112, appendix `A'. Such testing shall be submitted to the building Cote•Complianc'e" Office for review. so. • • • • • • •• • • .. • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile A, (ft3) Batten Application X (ft3) Direct D tion Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 MAW.) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Villa 900 Concrete Tile Direct Deck t keck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 6.08 6.95 NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 4 of 7 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" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail ' 2-10d Smooth or Screw 16.4 21.9 • 7.1 Shank Nails 1 #8 Screw 25.8 25.8 ...:.. .22.9 2 #8 Screw 47.1 47.1 • • • • .. 49.1 1-10d Smooth or Screw 24.3 24.3 ' • • • 2 • • • Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 022.1 "' Shank Nail Eave Cli • • • • • 2-10d Smooth or Screw 35.5 35.5 . ;' •'34.8 Shank Nails Field Clip)• • •' : . .. : •' 2-10d Smooth or Screw 31.9 31.9 •••8 .2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive' Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile The Dow Chemical Company TileBond 2 z ICP Adhesives Polyset® AH-160 two- 26.13 component foam DAP Foam Touch N Seal StormBond' 2 Roof 55 4 Tile Adhesive two -component foam 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4 DAP Foam Touch N Seal StormBond ®2 Roof Tile Adhesive, average weight per paddy 8 grams, two component foam. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives PolysetS AH-160 two -component foam 86.615 ICP Adhesives PolysetS AH-160 two -component foam 45.56 DAP Foam Touch N Seal StormBond ®2 Roof Tile 407 Adhesive DAP Foam Touch N Seal StormBond ®2 Roof Tile 708 Adhesive MIAWDADE COUNTY .... NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 5 of 7 5 Large paddy placement of minimum 54 grams. 6 Medium paddy placement of minimum 24 grams. 7 Medium paddy placement of minimum 30 grams. 8 Large paddy placement of minimum 60 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance* • •• * Villa 900 Concrete Tile Mortar Seth • • .0.60 . Tile-Tite Roof Tile Mortar. we*:** ... a.. a • 5. LABELING • 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or Togo asp deWled belbW,• • • or following statement: "Miami -Dade County Product Control Approved". • ..... • LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 6 of 7 Nail holes PROFILE DRAWING .IT 1 1/2is VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ...... . ...... ovamak NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 7 of 7 no DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO ACCEPTAN NOA ICP 4hesives and Sealants, Inc.A'1 GAAth Q4......4 Coral Springs, FL. 33 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.pov/economy SCOPE: •••••• r • • eee•e• This NOA is being issued under the applicable rules and regulations governing the use ofergrfstMctior� materials. The • • documentation submitted has been reviewed and accepted by Miami -Dade County RER -Prig a .ContrtrStlfion toJw..:. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdielien{AHJ). • reaee. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couf"rf6duct Voiigo Sects • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theeraght to have tWs prodyr.C..0 or material tested for quality assurance purposes. If this product or material fails to perforin•rn *ie accepted manner, Q*" e e e manufacturer will incur the expense of such testing and the AHJ may immediately revoke: ftlofy, or suspend the use • of such product or material within their jurisdiction. RER reserves the right to revoke thit acctUggCee, if it• tS • • • determined by Miami -Dade County Product Control Section that this product or material fails 0ineet tte requiremebts.e: of the applicable building code. •e• •• 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. PTION: I P_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. LF-4 f // / 17-0322.03 Expiration ate: 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 Roofing • Application Standard RAS 127. For use with approved flat, low, and high profile roof tile sy.stems- using 1LP"' .. Adhesives Polyset® AH-160. • • • • • • .' ...... . ...... PRODUCTS MANUFACTURED BY APPLICANT: • • • • • ' .... ...... Product Dimensions Test Product Dieseription '..' ..... Specifications ""• • • • ' ICP Adhesives N/A TAS 101 .. .. .... Two component poiff! pane foam adhesive.. • Polyset®AH-160 0 0• • ICP Adhesives Foam N/A Dispensing Equipmert .'. • Dispenser RTF1000 • • • • ICP Adhesives ProPacko N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 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 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test A2ency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 ••..•• 02/01/94 • • • • • • Polymers Division . � • � � • ...... � � • � • � • �••�•• �••••� Ramtech Laboratories, Inc. 9637-92 ASTM E 108 .... 04130/93 � • .... . .. ..... Southwest Research Institute 01-6743-011 ASTM E 108 • •; • •; 14416/494 ..:..' 01-6739-062b[l] ASTM E 84 O1/16,45 •••... ...... • Trinity Engineering 7050.02.96-1 TAS 114 (Va 4:16 "' • • • P36700.04.12 ASTM D 1623 ••,• 64/18/12 �....� P39740.02.12 TAS 101 0?�1��1)•2 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 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 v;ith Roofing a�li'Mation •�"� � � Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance $ooWet. + • .".... . 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed�,y.Nt Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicato;StAthe autj prity having....: jurisdiction. "....' .*000 000649 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is re qut'rM beforegpUcation +: • • " of any adhesive. The mix ratio between the "A" component and the "B" component shall die maint9ine8 between* • • • • 1.0-1.15 (A): 1.0 (B). 6 6. ICP Adhesives Polyset` AH-160 shall be applied with ICP Adhesives Foam Dispense: R'LF1000 orltr . . Adhesives ProPack® 30 & 100 dispensing equipment only. 000 0 4000 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 930 • Low Profile #2 12-14 sq. inches • • High Profile #2 17-19 sq. inches .... :3e0• • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at' "12 grams per paddy; • head of tile 9-11 sq. inches at. "•. :'. '. ' overlap ... .. ... •��� •� 000 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal' "17 graths peir bead ••• edge) 20-25 sq. inches each : ': % ' bead ... • . • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 41 • A grants AUr pan• 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. 1�4MI O►4mE CQCJhITY 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 NOthrouph plastic carnant paddy 113anoathUa) 5ti • lf�1i.�`•i f ` UI rdorbymrnr S �• . ar �F 101 MOMS optional ° `A. -, Err• Clusur• _�� x `� • % Nall through ptastic cement (when required) ` NddyM"a•th»I Z � 10 ln,x Uirdnlayrrs�e it '� •` ttattensoptional� 1-�c.ti �•..�`�•. ,+'.%'3`'' f Eawr Clasura Eme tours. 'y �•— Fascia earathmug71pl1kulc nr-1- pdd4IB4n•athTil•i Und•sl•yn+Mnnl .�' f,��`i,}'C_. -'`.� t0in.x 2In.wlda . �. Battens /• ~'� `� °°��'': optional Eav Course, r .Faida �" 'weephole to In. inf+ Ease closure % drlpadga 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 1; (109.7 cmZ) — 23 (148.4 cm2j square inch adhesive contact with the underside bfthe the a • • • • • • .... . .. ..... •••••• •• • ••••• • • • • • • • • • • • • • • o Medium Profile / Double an• T$e a • 1. Starting at the eave coursb' apply a r; hi ftAVn 2" • • (50.8 mm) x 10" (254 mm) x 1" (25Affi?i) 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. 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 cm') 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 IOU ffirauyb p1mAlt mm•nt Reddy 111•n«.rb7ol•) *N m required), Unclarlaymem Jo \ ' F~�•a sattenc opdanal �� 10Iri •`'.}� �'/ �' Fascia Ewativsurv._,_:\ Nail throuuph plastic cement When mQuiredl battens optronal Paddy4BentaUs Eay. c1c.a,. Faso. Flat/Low Profile Tile 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 cm') square inch adhesive cpptpgyvith the •••••• underside of the tile. .'. . •••••• At the second course, apply. g joWmum 2" (50.8mmj • x 7" (177.8 mm) x 1 " (25.4 w"I foam Wdy.onto thr• • • • underlayment positioned as alaQwn under the•' 00000 strengthening rib closest to•t+1e o wrlock of the the • •: • •' being set. 00000 • • • 000000 •••••• • Continue in same manner. Insure approhmaUy 10110 • • • • • (64.5 cm') - 12 (77.4 cmZ) s9 u areainch adhesive : • • • • contact with the underside of the tile. • Medium Profile / Double Pan Tile 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 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 cmZ) 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) Nall throaghpf2stikcc errt- NAenra4ulr.dy �% P.ddxl6.nn.nhTilr) "t.ns aptlanal ee.. wUT" �.• > Fexie .t k Woophoip [.ve dosage ,t orlp adq+ High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 m.m) 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 0.0A .Z rm2) _ 23 (148.4 cmz) square inch adhesive contact with thd' • •; • underside of the tile. .++.++ ...... . ....% At the second course, apply �.tlynimurrZ;" %0.8mnj • • • • : x 7" (177.8 mm) x 1" (25.4 mt& 'Toam Aad(L}G onto tl" see underlayment positioned as skewn under. thepan ..:..' portion of the tile closest tethe overloct okke tile •++... being set. • • • + • • • . . . . ...... Continue in same manner. 4nswr*&approximately IT:... (109.7 cm2) - 19 (122.6 cmZ) square inI Rosive contact with the underside of the tile. 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 plastic cement Paddy (between tiles] (when required) Battensopdonal ° ° Paddy itmder tile) Singlepaddy on top of tie 4 xa In. 5ee'nngqlepadd �4 .y under Single paddy on underlayment 2 x 4In. - ° tole ,'�.r. 4in. Fascia Eyre closure FlattLow Profile Tile Wail through plastic cement Single paddy under the (when required) Paddy {between tiles] Battens Paddy (under tiles optional Single padM } . on top of tile 4x4in. 2x4In. -. „I Single paddy on undedayment v to 1. 2 in. Eave Qosure Eave Course Fascia Medium ProfileTlle 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 prey ent the expane&*?adhesive E ... from blocking the weep l0es.• Insure • • 9 • approximately 17-23 in'�rW.7-148.4 cm2) of • • • • • • adhesive contact with the r Aderside of the tile • 2. Apply a 4" (101.6 mm),I(.4; ?01.6 rpnf)•Y6 9 " (25•1 • • • • mm) foam paddy onto tke�ir]clerlayment�ust below • • the second course line positioned foam paddy ....:. under the strengthening:rib J% flat t' e, or under the pan portion of the tile, clbSest'to the:rriltiLpck fat • the second course tile to be installed. *l Mdre approximately 8-9 in (51.6-58.1 cm2) of 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 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall through plastic Single paddy under tale {when requ(redj Paddy ibetween tiles! Battens optional c Paddy (undea tiles Single ppaaddy { _, �onundeda 4x4in. Sk4ee 2 x 4 in., paddy We of ~"~`" Eave Course Fascia Weephole 10 in2 in. Eave dosure Drip edge mmmmmmmmi Hlg h Protl la Tlia 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/a" (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. Ipsure ark rexaxately 9 (58.1 cm2) - 11 (71CM21c4quare incli adhgive •"':' contact with the underside e f the tile Ifdit'dverlaq • •:: • and 7 (45.2 cm2) - 9 (58.'1'Mli square inoh adhesive contact with the'tlh'dtside (fte-tile at : ""; the head of the tile. Continue in sarnern ler. • • •.. •••••• •••••• 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. Steep pitch applications In contact with the pan tile. A (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 2S sq. In. contact area. .—.� Underlayment Eave closure (motar shown) Fascia Remove top portion of the save 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 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 adjac:�ntogp tiles;Mup 8rt eavp,,,,, tiles from rocking until ldheSive hj•a cisance to •sane• ••ss cure. • • • ... e •less• , •ees �� Feeeee 2. Continue in same marifWjjbrtnging�� tan 0 • % courses up toward theridg�•.lnsure. approximately 65 (4194,&0) — 7Q(4►�lasees, 6 cm2)••"' •aces• square inch adhesive tentao with the ynderside • of the pan tile. a eeeeee . e 3. Turn covers upside down e;tposin: tie %ndersile of the tile. Apply a minimum 1" (23.Vt1mi) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 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 cm') 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•l]ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CE OF ACCEPTANCE (NOA Boral Roofing LLC. Suite 100 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/economy ...... . ...... SCOPE: •••00 0 • This NOA is being issued under the applicable rules and regulations governing the use of cotWQVtion irWerijls. The; • • • •; documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product,Control Section to be., e 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 Count Predict Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hUe` 0j • • • • • • product or material tested for quality assurance purposes. If this product or material fails to �erOvi in the accepted ;. • • •; manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rmod#Xror • 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. D RIPTION: BORAL 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. OA No.: 18-0502 Expiration Date: 3 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls Boral Citadel Plus 36" x 72' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC. Trinity ERD Test Product • Specification DgcrkjA on • • • • • • TAS 103 SBS self -adhering aspl�it•%t�et miL"riat With a• . „• ASTM D 1970 white glass re -enforced p yester surfacing fabric; for use as an underlayment•in sloped roof • assemblies. • • • • • • • • • • • ...... .. . ..... ASTM D 1970 SBS self -adhering aspbalt•sheet materia0 with a• • • • • • poly film -facer; for usg*Nftid-ply utiderlayment •. in sloped roof assembiies. :...:. 000000 Test Identifier Test Name/Report Date OCF-356-02-04 ASTM D1623 07/25/18 OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 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.o at tke laps and two staggered rows 12" o.c. the field of the roll. • • • • • • •. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per currenta, 0 'roval. • • • • • (Optional): • • • • • • .... . .. ..... Membrane: One or more plies of BORAL TileSeal Underlayment with a minim ".3:'.head lap and ..:.. • minimum 6" end lap. Place the first course of membrane parallel to•the•eave, roiling the ...... membrane to obtain maximum contact. Remove the release memb>1jthe memlh-ane is •, applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is 3aw4able. An"" end laps and laps without black selvage area shall be sealed under lad using an �BS•modifiea • • • • • • mastic. 0000 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, bl-maygbe • • • applied over a roofing Base/Anchor sheet underlayment. • 00 • • . • 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longert+mr•1-80 dajs off`' • • • • • • application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 wheifigs are loaded directly .... to the BORAL TileSeal underlayment; loading boards or battens are required on roof p4rbl 4 greater. Lhar�6:12". • •: • • • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed apprmv61 of this product with • • • • • • specific prepared roofing 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 Notice JgAccoptanca lis ing : • BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If MORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 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 61G20-3 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 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 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, A 33138 , Re: Owner's Name: Property Address: 7 7� Roofing Permit Number: Dear Building Official:,{ ) I (luilna / _ ��� certify that I am not required to retrofit the roof to wall connections of my building because: VThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name 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 day of /(,e) U -20/1,;, �/°�e'.. MIGUEL A, GUERRERO Notary g l�!/PjJ Notary Public State of Florida Public, Sate of Florida at Large /Y T commission # GG 2 87474 My Comm. Expires May 26, 2022 Bonded through National Notary Assn. • 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 nol cons rue i 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 P Search Application - Miami -Dade County Page 1 of 1 OFFICE OF PROPERTY APPRAIER z4� Summary Report Property Information Folio: 11-3206-014-2330 Property Address: 775 NE 97 ST Miami Shores, FL 33138-2525 Owner ALINA NUNEZ Mailing Address 775 NE 97 ST MIAMI SHORES, FL 33138-2525 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,729 Sq.Ft Living Area 2,085 Sq.Ft Adjusted Area 2,407 Sq.Ft Lot Size 9,040 Sq.Ft Year Built 1962 Assessment Information Year 2019 2018 2017 Land Value $252,487 $271,107 $271,107 Building Value $172,190 $172,190 $164,952 XF Value 0 $7,591 $7,691 Market Value $432,167 $450,888 $443,750 Assessed Value $317,491 $311,572 $305,164 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $114,676 $139,316 $138,586 Cap i Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 E1 OFT LOT 5 & ALL LOT 6 & W20FT OF LOT 7 BLK 70 LOT SIZE 80.000 X 113 Generated On : 11/21/2019 Taxable Value Information *�019 : .20�1$ 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $267,491 $261,572 $255,164 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $292,491 $286.572 $280,164 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $267,491 $261,572 $255,164 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Valu 1 $267,491 $261,572 $255,164 Sales Information Previous OR Book - Price Qualification Description Sale Page 21501- 07/01/2003 $365,000 Sales which are qualified 0438 17037- Sales which are disqualified as a result 12/01/1995 $0 0432 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 11/21/2019 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2017 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THEUNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required. Permit Application Form See List f3eloW • Low Slope Application A,B,C 1,2,3,4,5,g,7..; �•••�• Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 •••••• ;•• •• Asphaltic Shingles A,B,D 1,2,4,5,6,J••..• ••`r Concrete or Clay Tile A,B,D,E 1.2.3.4.5,56,7 :.,.:. Metal Roofs A,B,D 172539415,617 '.:..' Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other , As Applicable 1,2,3,4,5,6,7 -IiI(!!� ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing Only) 7. Any Required Roof Testing Calculation Documentation