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RF-18-709Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date. 3/2012018 Permit NO. RF-3-1 8-709 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 09/16/2018 Parcel Number Applicant 15 NE 95 Street Miami Shores, FL 33138- 1132060130680 Block: Lot: CARLOS VIERA Owner Information Address Phone Cell CARLOS VIERA 15 NE 95 Street MIAMI SHORES FL 33138-3131 Contractor(s) Phone Cell Phone MICHAEL BANGE ROOFING LLC (954)955-7663 (954)914-1927 Valuation: Total Sq Feet: $ 24,202.00 ' 1677 Type of Work: Re Roof Additional Info: RE -ROOF TILE GREEN ARBOR Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $15.00 $4.13 $2.75 $5.00 $275.00 $9.00 $20.00 $830.88 Pay Date Pay Type Invoice # RF-3-18-66844 03/20/2018 Check #: 2056 $ 830.88 $ 0.00 Bond #: 3689 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to pertaining thereto and in strict con accepting this permit I assume r required f. LECTRICAL, PLUM OWNERS FF 'AVIT: I certify t constructio .and .ping. Futherm me of this permit, I .agree to perform the work covered hereunder in compliance with all ordinances and regulations 'ty with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating .ze the above -named contractor to do the work stated. ignature: Owner / Applicant / Contractor / Agent March 20, 2018 Date Building Department Copy March 20, 2018 1 i 1 r-e-e 6CM Qn'4�t, 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 Master Permit No. Sub Permit No. RECEIVED MAR 2 0 1018 FBC 20 g-f OOFING ❑ REVISION ❑ EXTENSION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION CONTRACTOR JOB ADDRESS: City: I5OEQ5± Miami Shores County: Miami Dade Zip: ❑ RENEWAL SHOP, DRAWINGS Folio/Parcel#: 1 f-agato-Oi2 Ota&o Occupancy Type: Load: Is the Building Historically Designated: Yes \. Construction Type: Flood Zone: BFE: NO ,/ FFE: OWNER: Name (Fee Simple Titleholder): N ^ 1 CiS ter. Phone#: City: 1 ' %) ey-e State: 11. Zip: Address: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: fn') 'ai Phone#: 05t4 ' 5(It< Address: City: .-1 0i"e* + �State: _ Zip: Qualifier Name: �t`1� Lj3t0Phone#: State Certification or Registration #C(. rY7A 1 1®c�►� Certificate of Competency #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ LDI Phone#: Address: City: State: Zip: 'Square/Linear Foo ge of Work: 01 —7 Type of Work: ❑ Addition Description of Work ��' 09.5( (6-7c 4& ' — 7-7 94, a00 ❑ Alteration ❑ New Repair/Replace ❑ Demolition Specify color of color thru tile: (- _: t1r Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / J r Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 1.). day of 1loirth , 20 � , by (hielOS � � , who is personally known to me or who has produced CONTRACTOR The foregoing instrument was acknowledged before me this day of a-0(C V., 20 , by who is personally known to ```��►►►►►tIIiltl ,, ,�� me or who has produced as \NAZOY ��, identification and who did take an oath. �.�`� �i %entification and who did take an oath. `� P.•�op\SSIONEXPi9F.� i • • J�31.20rc • •Nrfrn • is .• =• i� '146123\cI : o = .::rough 1sk • F ,� .(c.2.�•Print: hill►► ►► \\‘\ Seal: NOTARY PUBLIC: Sign: Print: Seal: ******************************* APPROVED BY RY PUBLIC: .************************************* *********** Plans Examiner �� 01111111101/4 o,\N A2o y ••�MISIONf,• I,p. •J�31 ?O7Fs•. 1.0 •te•*_ oa z• Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. j State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1(p day of By ()aim uira as identification. Notary: SEAL: rnarCh ,20) who is personally known to me or has produced � 0NAZ IOy' ‘‘ P �MMdSSIONfp , 6610 S.W. 49TH STREET •DAVIE, FLORIDA 33314 BROW: 954-955-ROOF (7663) FAX: 954-964-ROOF (7663) CELL: 954-914-1927 K(ickaeQ Bwtge Resii449 STATE CERTIFICATE CCC1331102 LICENSED AND INSURED Date:Li/Wt' Sate of no�ida County of ad-e Before me this day personally appeared �WI I 1.\c,h l' `who, being duly sworn, deposes and psays: That he or she will be the only person working on the pro'ect located at: l 5 N E g 5 S-� -��-I� r'I i r� rat �� hn Y-r5 3 (3x Contractor Signat Sworn to (r affirme and subscribed before me this 1 day of bcocumi. 20 , by 1 Y1\ n(�-e) Type of Identification Produced Personally know OR Produced Identification V�jL L Print, Type or Stamp Name of Notary Property Search Application - Miami -Dade CountyTHE PROPERTY AP 44;,t OFFICE OF Summary Report Property Information Folio: 11-3206-013-0680 Property Address: 15 NE 95 ST Miami Shores, FL 33138-2706 Owner CARLOS A VIERA Mailing Address 15 NE 95 ST MIAMI, FL 33138-2706 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SiNGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq Ft Living Area Sq.Ft Adjusted Area 1,109 Sq.Ft Lot Size 13,000 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $324,852 $324,852 $246,928 Building Value $50,171 $50,171 $50,171 XF Value $747 $759 $661' Market Value $375,770 $375 782 $297,760 Assessed Value $183,736$179,957 $178,707 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment r Reduction M $192,034 $195,825 $119,053 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $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 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 14 & 15 BLK 5 LOT SIZE 100.000 X 130 OR 20418-2985 05 2002 1 http://www.miamidade.gov/propertysearch/#/report/summary RAISER Generated On : 3/16/2018 i u,:a._ _. , �..,,.:. _ rmation 2017 2016 2015 'County t Exemptior-i Value $50,000 $50,000 $50,000 Taxable Value $133,736 $129,957 $128,707 :School Board Exemption Value $25,000 $25,000 $25,000 ,Taxable Value I $158,736 $154,957 $153,707 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,736 $129,957 $128,707 'Regional `Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,736 $129,957 $128,707 ;Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2002 ; $187,000 20418-2985 Sales which are qualified 03/01/2001 i $107,000 19553-2081 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: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: C'Orlo Ulmer -cam Date: c3- 0:—! 4 Roofing Permit Number: Dear BuAling Official: '� der- V Q- certify that I am not required to retrofit the roof to wall connections of my buil ing because: he 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)tor with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first duly sw Sworn to and subscribed before me this Notary Public, Sate of Florida at Large Print Name `.``� 0aNAzoy .'�M\SSIO;Fol * `®s *_ m #FF146723 : o i �O • aa�hi ouhis�sl;• orn, deposes and says that he/she is the owner for the above p'tf�,feetd+�``��� day of r' i- a�1�j { • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ame Job Address 0 IA • PROVE it ONIN DEP I Lqw Slope Weights U_ C W < CE 0 • z < W NON' Roof • 0 • ET! • z Florida Building Code 6th Edition (2017) ity Hurricane Zone Uniform Permit Application Form ection A (General Information) Process No. �i 61_0 00.— . est iv: 15- WE: ROOF CATEGORY RECEivEi MAR 20 2018 13 Mechanically Fastened Tile Metal Panel/Shingles El Prescriptive BUR-RAS ROOF TYPE Ely Re -Roofing El Recovering -0 I— C.) 0 Low Slope Roof Area (SF) L.) z C_) Uri UJ ROOF SYSTEM INFORMATION co CI) SteepSlopedRoofArea(SF) J (-1971 Section B (Roof Plan) VMortar/Adhesive Set Tile El Wood Shingles/Shakes Are there 150 Gas Vent Stacks)/ YesJ NoY Type:NeduraU.LPGXLI 0 Repair 0 maintertsme •, •••• • . • lb* • • • • • • • • '41 • • • • • Sketch Roof Planillustrate all levels and sections, roof drains, icuptoers, overflow scuppers and overflow drains. Include dimensions of sections and levels, Kle?rly identify dimensions of elevated pressure zones and location of parapets. a.:m pi p _psimpsms p mounimmix n • NS n n SW OM NI IS I 11111111111•11111 !TN "1111 • an 1n1 11411111111+1141111111111 1111 1 1111 1111111 SielliOn NI impoomprimpolopp i mminmompi Emppplm 0 a op 11 mompap • Ima LI: Iliamem0 nil 0I 1 § 4115 m • Imo WTI: 11": .1711111"•" II"? nImmi 1 a 1 116 IRS" mm...11 • • I limmu mil MIUMV" SmOMMISAISHINI Stilmno Mimi pwiromoso soilisio 0111411112 11; iggliting11111111111011161111111111egig1111111111 11 illi V malllinnOnSMOS S WS•MS•n ESSOMMSOMMI!mIS MOMMONO urn nu 11 .4111.omommion silim ammo. lumnammmomom mmmmm • mon aninnliammoVANISSIIM OS 0 SU Imimum spoilu mml: m miimmmimmsmapprimilmaimiliimmmiralgimmimp m; milm I NWi millmilliTglitIllimall :II my:Vern m irm mr..m 1m mom mamma mmg i n imam ill p m 2 li PI memptiol p im sail imam umaim m mr MOMAO.Onli n • *NOM rums MOM minumm00000 I Pm• mr:%-s. III ili m mm-m m!.., , . lig 11... ; .. ... . . 6.0 aim 510L-1001 I 4641 I ii Wriiiiiil•lailL.161 11161.1 81" iill 1111"11 11111 ins "AIIIMIlligiihilill illimilmlinirra II it•msr m C?•.::'ilJn "iiir "rie"orn Irpodpiorquir: m mm II MN maim il II ml: 11 111111 milig 101111161sAmmommernmapw••• 1 ime i IS I itl_ 11111iIIIIIILWIMIE1 111111111111 1 II 111 S: Wri,12411111 11 lip 11111. 1SS1 Mil !ill ill 11 m 1 - ogg limn:mum; II:" 14U414:186 01 ....Alm 1111: illmlim 1111111111 11,111.111 Ili mil 1 Im" 1 iiiiiii m mini 1 1 Ili f:Om . m ImIl mmm I ill" 111 1111111 1 1111 11 11 1 i 1 11111 _ I 11111. "IOW .111 1 • 1111 1 S n _ m mm immi li i _ i _ _ II • Um, II • SI S 1 - i u 1 III 1 __ 1 li ,44411-r id g 11, d, I P lid -lf , 1 I II,. t 11111 • • • • • • • • • • • • • • 123_01-48 1/18 PAGE 2 • J • • • • • • • .• • • • • ,Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application. Form Attachments Required' See List Below ' ` ` Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 •••• • • A,B,C 4,5,6,7 , i.kli ialtic shin ies • • • A,B,D 1,2,4,5,6,7 Concrete os Clay Tile • S. •••• • • A,B,D,E 1.2.3.4.5,6,7 MWtarRool * • • . •.•• f • . •• ' • ....L A,B,D I •I' 1,2,3,4,5,6,7 Wood Shingles.and .$,Wes • • A,B,D 1,2,4,5,6,7 Other . • • : • •• • As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: 1 Front Page - - - i Specific System Description - Specific'System Limitations ; General Limitations - Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 i 4. Other Component Notice of Acceptances . I 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing Only) " _ 7. Any Required Roof Testing/Calculation Documentation X 123 01-48 1/18 PAGE 1 Florida Building. Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: � :. JT. � Notice of Acceptance Number: 1(D' CY1 I- l i QLg Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): .P1: "4, i " P2: (pc?). l P3: 00:7 Maximum Design Pressure ` y�, l ,� (From the NOA Specific System): '�D, v/ l , ,4 Method of tile attachment: Ji- i r C • -. �i' A : Roof Slope: j--� :12 ..•. •' . •... Steep Sloped Roof System Description: • •: • • • • .. • • . .• . • • • S. • : • • ...• • , • w.••. • • • 1 • Deck Type: ype Underlayment: .r • • p k j L J % V • •f . • • • • •• • nsulation. re Barrier. astener Type & Spacing: Ridge Ventilation? Arty► #00 la A- • • • 014I t j,1�S%'�CZ'?icyf`3 dhesive Type: Mean Roof Height: -I Li ype Cap Sheet. Vi)ln Type & Size Drip dge: IOC • • • • • • • • oof Covering: Fmd 123_01-48 1/18 PAGE 4 • . • .' • • • • • Florida Building Code 6th 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. Compared the values for M,with the values from Mr If the Mf values are greaterthan 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" (Pi: z A. • ---) — Mg: = M1.1 NOA Mt (P2: : A. _ _) — Mg: '" M NOA Mt (P3: z A: =________) — Mg: = At; t NOA Alf Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (1%) From Table Below NOA Mt .. • •• • . . .. ••. .. .. • Mritequired Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' — goof Slope ll 2l� * _ 344 36.5 382 `. 39.7 42.2 . i:13 322 .. 7 34A 36.0 37A 39.8 • •' • •$42 • 30A 32.2 33.8 35.1 37.3 "-5:12- 28A 30.1 31.6 32.8 34A • • .111. • 26A 28.0 29A 30.5 32A .. .. !i ., 24.4 2&.9 27.1 282 30.0 •••• .. .. •*Must be•used.in conjunction with a list of moment based tile systems endorsed by the • Breward Count Board of Rules and Appeals. • • • .For Uplift based tile systems use Method 3. Compared the values for F' with the • • values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: 3: I: = z w: )-W: zcos8: = FH: NOA F' (P2 : z 1: "_ ` z w: = ) — W: x cos 0: = Fes: NOA F' (P3• zl: = z w:= )—W: :cds9: s ' = Fri: NOA F' " Where to Obtain Information Description k 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 s .. _ Roof Slope g Job Site Aerodynamic Multiplier )6 NOA Restoring Moment due to Gravity Ms NOA Attachment Resistance Mr NOA Required Moment Rice M, ' Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr . Calculated Average Tile Weight W NOA . Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. 123_01-48 1/18 PAGES FloridiBuilding Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform` Permit Application Form Seddon. E d?.i•Ile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mr. If the Mt values are greater than or equal to the Mr values, for each' area of the roof, then the the attachment method is acceptable. (Plaid- _ Metthodd 1 "MomentnBased Tile Calculations Per RAS 12T'c„r z1041IJ • l•3 )-Mg: I. 50 -Mrl " vi NOAIVI�:0:l:) (p: ' ,) a�,0A15 •tot.LI )-Mg:-1. ►." NOAA�# 1 (P3:l ri-1-1 z 7�i'),'g i c*='3j1. 1,).- Mg: `7.:5T) NOAlily Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr Required Moment Resistance* `., Mem Roof Height 15' 20' 25' . 30' ..401 • — Roof Slope I i 2: 2 34A 36.5 3d.2 : 3gd• • ela 3:12 322 34A 36.0 •37A• ism_ • • VA: 4:12 - 304 32.2 33.8 • • " 377 6:12 2SA 30.1 31.5 • • • SaA • 6:12 26.4 28.0 29A "..1P5 : We 7:12 24A 4 - . -. 25.8 ,, 27.1 ..212. l *Mast be used in conjunction with a list of moment based We systems endorser el tOe Broward County Board of Rules and Appeals. • • • • • .. . For Uplift based the systems use Method 3. Compared the values for F' With the . • • . • . values for F. i the F' values are greater than or equal to the F r values, for each • • • area -of the roof, then the tile attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per'RAS 127" (Pi : a 1• - z w: - ) - w: a cos 0: = Fr,: NOA F' (P2 : z 1: - z w: - .____) - w: a cos O: = Fa: NOA F' (P3 : z 1: z w: _ ) - w: z cos 9: = Frs: NOA F' • .• • .• . Where to Obtain Information Description Symbol Where to find Design Pressure P1orP2orP3 ' RAS 127 Table 1 or by an engineering analysis prepared by PBbased onASCE 7 Mean Roof Height ' H Job Site - Roof Slope a Job Site Aerodynamic Mnitipher a, NOA Restoring Moment due to Gawky Ma NOA Attachu:et Resistance Mt NOA Requited Moment Resistance Mr ' Calculated Minimum Attachment Ra ittmoe F NOA . Requited Uplift Resistance .. F: Calculated Avastv�a�e W�ei�ght'� W NOA bimensions . 1- length v= width NOA All calculations must be submitted to the Building Official at the time of permit application. 123_01-48 1/18 PAGE 5 MtAM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or susggiA the use of such product or material within their jurisdiction. RER reserves the right to revoke this accept g.'if it 4 determined by Miami -Dade County Product Control Section that this product or material fairs.tem:et the requirements •of the applicable building code. •• This product is approved as described herein, and has been designed to comply with thE>rorida Building Cod: including the High Velocity Hurricane Zone of the Florida Building Code. 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.eov/economy • • DESCRIPTION: ICP Adhesives Polyset® AH-160 . • • • • • .... •+ •• •••• • • • • •• •• •••• •• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logg, city, state artd•idlowinT 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. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as `described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications TAS 101 N/A N/A N/A Product Description Two component polyurethane foam adhesive .... .• Dispensing Equipment'... . • • . Dispensing Equipment • . . .... .. .. • . • . . • • .. .... . • • • • • . . PRODUCTS MANUFACTURED BY OTHERS: • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NQA w hich lisp eltnekment • resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. •..• • • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results . . • . . • • .• I. 1.6lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY APPROVED . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering 'Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 • • • . . .. . • .... . . .... . . .. .. . . . • . • . . .. . Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03fL4/ 04/ L8/ 12. 0271 bill. • .. . • 10/23/18 •... •. .... 12/28/98 . . . . .. • . . . ..• . 03/02/99 4 • 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. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). •.••• 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser k� B•l•Q00 or ICP••• • •. 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 NeI 4ICP Aei i9ives •• Polyset® AH-160 has been dispensed. • • • • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accditlartee with the• • • • 'Placement Details' herein. Each generic tile profile requires the specific placement notteltrQin. • . • . MIAMI•DADE COUNTY APPROVED • • • • •• • • • • • • •. • . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead •••• . . . . •..• 111 Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • 34•grams•encie ,pan - • LABELING: • • • • • •4•• . .. All approved products listed herein shall be labeled and shall bear the imprint or identifiable ntanng of the. • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or fht'Idliami- • ... . Dade County Product Control Seal as shown below. • •• •• •• . . . • . . .. . .. • .. . 0, . . .. . BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of'this system. MIAMIDADE COUNTY APPROVED . • .. • . • • .• . • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 r Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plank carnrrrt latom raquIr.d► Ued.4bym.M OiRErrts opuonaA Ewa (ours* E aim Claim. Padkty (Banaatlina) fascia MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2),— 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile • • • • 1. Starting at the eave course,a pl2' a minimum, 2" . • (50.8 mm) x 10" (254 mroql'c: .(25.4 ramVoam paddy onto the underlayrheAt ersitioned as shown • under the pan portion of tlfette.closery they. • • overlock of the tile being s'eV • ' • • . • .... • • • 2. Continue in same manner .Insure approximately 17 (109.7 cm2) — 23 (148.4 Im2pse ware 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 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 N iltAroilglaprgatif,tlminl Paddy IBta,wthT r] ¢rhte required) Ueda Batteild optional EawCours•, Fasda Ewa tlaiura MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approxiatel% 10" (64.5 cm2) - 12 (77.4 cm2) square l& ch adhtSi1+t contact with the underside ofilie ti?e. .• . • •..• Medium Profile / Double Pan T'J•• S. •• • • • .. . • • • . • • .. • • ••.• 1. Starting at the eave course, apl3144a' minirflw,2' (50.8. mm) x 10" (254 mm) x 1" (pr4•xnm) foam paddy onto the underlayment positioned as shown under the ' pan portion of the tile closest totth overlock of the • • tile being set. Insure approxii'h'ately 17 (1.09 ZCln2) — • • 23 (148.4 cm2) square inch adhesive contact vdith the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7of11 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. I asure cpproxihaateW 17" (109.7 cm2) - 19 (122.6 cm2) square inch • the • • swe contact with the underside ofthc title. .•.• • • •... • • .. • • • • • • .. • • • . S. • • • • • •• • • .. . .... • • • • • • • • •..... S. • • • • . • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • � Y ADHESIVE PLACEMENT DETAIL # 3 Nail though plastic cement Paddy (between tiles) twhen required) Battens optional x4itR. Sc"N le pad un&r til Single paddy on undertaym under the) Care Closure Flat/Low Profile Tile through plastic cement Single paddy under toe (when required) Eave Course Item Profile Tile MIAMI•DADE COUNTY APPROVED Paddy (between tiles) dzly (under tile} Eave ©osure Fascia 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rjrb for flat tile pr Allier the pan portion of the tile, clew) td the uncjerlock for • • the second course tile to Iota iiistalled. taslhe; • approximately 8-9 in2 (51•.6•44 cm2) of adhesive • contact with the undersidrvf ttg tile. : • • • • 4. • • • • • • •• •••• • • • • (Instructions continued on next page) •a • • •• • • • • • • • • • . • • • •. • • • • •• • •• • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Fasda Weephole Eave dosure Drip edge MIAMI•DADE COUNTY High Profile Ma APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •• • • • •••. • • • •• • . • • • • •• •• • • ••.• •• • • • • • • • • • • • •• •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • . • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. In. contact area. Underlayment Eave closure (motar shown) WeePhole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. ••ee 3. Turn covers upside down exposing ttippladorside of the tile. Apply a minuiim 3" (254 mml x 10" (254 mm) bead of adhesi• directly or)ethe:nner edge of each side of the a vei•tile. Leave e approximately 3/4" (1 R A?l1't/ to 1" (5 4 inn) • • from the outside edge ofthnile, imtard',free of foam to allow for expansion.. •• .•ee • • • • • • • e • • 4. Turn cover tile over after foam is applied and place onto pan tile course. Ipisure a;rrinimeim of • 20 (129 cm2) - 25 (161'3 CTn1 squares icli • •. • • contact area on each side of the co' rite 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 e 'DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.2ov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If thisproduct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiel fail 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.BviJding epde• •; including the High Velocity Hurricane Zone of the Florida Building Code. • r. .•• • •••.• •• •• • • DESCRIPTION: Boral Villa 900 Concrete Roof Tile • • • •• • • • •••••• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, c$y,'state and Mewing • 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 1 s beet no change • in the applicable building code negatively affecting the performance of this product. • • S. • 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.12-0308.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. rct MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 1 of 7 • • •RODFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where` the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Test Product Dimensions Specifications Description Boral Roofing Villa 900 Length = 17" TAS 112 Low profile, interlocking, high pressure extruded Width = 13" Type lb concrete roof tile equipped with threy itaiPtoles ''A" thick Class III and double rolls. For direct cteck•, batidlt, mortar • or adhesive set applications. . • • • Trim Pieces 1= varies TAS 112 Accessory trim, concreta:oof.pieces foruse at • w = varies ridges, hips and rakes.. • • • • . varying thickness • • • • 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description ICP Adhesives Polyset AH-160 Two component polyurethane foam adhesive. ICP Adhesives Polyset RTA-1 Single component polyurethane foam roof tile adhesive. TILE BONDTM Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. "Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL MIAMI•DADE COUNTY APPROVED • . ..• •. . • • .• . . • . • • .. Maliufacturer • • (With turaut NOA) •• • .. • ICP Adhesives and Sealafi s, ire. ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. .' • . . • • • • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 2 of 7 2.3 . EVIDENCE SUBMITTED Test Agency Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMI•DADE COUNTY APPROVED Test Identifier 13343.1 7161-03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0617.02-16 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing . • TAS 108 (Nail -On) Wind Driven Rain . TAS 100 Static Uplift Testing • • • • • • TAS 102 (2 Quik-Drive Screws, Direc' ek) Static Uplift Testing ; • TAS 102 • • (1 Quik-Drive Screw, Directback): (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS 112 Date Apr. 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 �•.�4 O. 1994 . . e13..1•995 •••• •. •••• IVIIarch,. 1995 .•. . ..• . . Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 09/01/16 April 1999 09/01/16 06/29/16 P +� .• . . • . • . . . NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 3 of 7 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 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. Eo o 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance witt.i•jtoofing Application Standard RAS 118, RAS 119, and RAS 120. '.... • . •• . • S. • • • •• • • S. •• 4.2 Data For Attachment Calculations • Table 1: Average Weight (W) and Dimensions (I x w) •••• •• ••• • Tile Profile Weight-W (lbf) Length -I (ft) .•••••Width-4(11) • . _ •.•• • • Villa 900 Concrete Tile 10.90 1.42 •' • • 1.08• • • • 4 •• • •. • Table 2: Aerodynamic Multipliers - X (ft3) •• • •- • Tile Profile X (ft3) Batten Application 414 •• X (ft3).••••• , Direct Deck Applicdtion Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" - 7":12" or greater Villa 900 Concrete Tile Direct Deck Direct Deck 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 MIAMI DADE COUNTY APPROVED NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 4 of 7 • •••• • i•. • ••• •••• • •J.4' Table 5: Attachment Resistance Expressed as a Moment Mf (ft'Rj • • • • • for Two Paddy Adhesive Set Systems •••• •• • • . Tile Profile Tile Application Ilininx m Atfac'hm'ent ••;•Resistance• •, Villa 900 Concrete Tile Adhesive' •• •• 26.12'•••• •4 1 See foam adhesive manufacturer's component approval for installation requirements. • . . • 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 911.4 grams. • • 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grans..'. •' 1111 • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile ICP Adhesives Polyset® AH-160 two -component foam 86.614 ICP Adhesives Polyset® AH-160 two -component foam 45.55 4 Large paddy placement of minimum 54 grams. 5 Medium paddy placement of minimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Sets 20.60 6 Tile-Tite Roof Tile Mortar. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 5 of 7 ,.. , Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Villa 900 Concrete Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 • -• .32.2 '••••' • • • • •.•• • ••.• • ••. • • • • • •... • •• .•.• l!�'• sS 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". 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 prppttly. evaluate the installation of this system. • •' • "" •• • • • • • ••• •• MIAMI•DADE COUNTY APPROVED • •••• • • • • • • • • ••• •• • ••••:•• • •• . • • •• • • • • •• • • .• •.•• • • • • . • •• • • • • • • • • • • • • • •• • • •• • • • • •. • � • • • • • • •v • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 • • Sr 0 w Nail holes 1" --�,.- 17" MIAMI•DADE COUNTY APPROVED PROFILE DRAWING Underlock VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE 1 Overlook . .. • . • • . ..• 21k" oenteire • . .. . . .. . . • • • • . • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 7 of 7 � 9 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Owens Corning One Owens CorningParkway Toledo, OH 43659 MIAM1-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.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modiiN, or. suspend the use of such product or material within their jurisdiction. RER reserves the right td,livolv this aiceptvnce, if it is determined by Miami -Dade County Product Control Section that this product or material.Wls.to me!t.V.: requirements of the applicable building code. . This product is approved as described herein, and has been designed to comply with the Florida lilding Grade . • • • • including the High Velocity Hurricane Zone of the Florida Building Code. • • • •• • • • DESCRIPTION: Weatherlock® Specialty Tile & Metal Underlayment .... • • o • •• •• • • • • • • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sate andl'olloiwng • 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 and revises NOA# 13-1010.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED NOA No.: 17-0522.01 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 ROO,FING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Weatherlock® Specialty Tile & Metal Underlayment Dimensions 36" x 33.3' rolls 36" x 66.7' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMI DADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI-006-02-01 NEI-008-02-01 NEI-045-02-01 NEI-053-02-01 NEI-076-02-01 NEI-034-02-02 OCF-312-02-01 OCF-320-02-01 Product Description SBS self -adhering asphalt sheet material with a white or green glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) • • • .• •• • • • • • • • • • • • • • • ••• •• • • ASTM D 4798 & ASTM G 15 ASTM D 4798 & ASTM G 1 • : TAS 103 / ASTM D4798 ASTM D 1970 ASTM D 1623 TAS 103 • • .••. • • •••• 03#28/02 • 02/ 902 • ba%(il✓02 07/30/02 D8l18/07 • 05/01/08 • 0> r4/ 11 10/28/13 07/03/17 06/28/17 • • NOA No.: 17-0522.01 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 APJ ROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Wood, non -insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side 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. One or more plies of Weatherlock® Specialty Tile & Metal Underlayment with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlock® Specialty Tile & Metal Underlayment is acceptable. 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. MIAMFDADE COUNTY APPROVED • • • • • •• • • •••• • • •• •• • • • • • • • i • • • • • .•• • • • • •• • • 00 •• • •• • •• • • • • •• •••• • • •••• • • • • • • • • • •• • NOA No.: 17-0522.01 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 • • • • • • • • • ••.••• • • PMITATIONS: 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. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock® Specialty Tile & Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". .... . . . .... . • . 9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved rdof toveriug Ilio0ce of •, Acceptance listing Weatherlock® Specialty Tile & Metal underlayment as a component gart.oian assenibl ?in the Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not listed request maybe made: p to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Contro? ep0tment:for.approval provided that appropriate documentation is provided to detail compatibility of the products. yji dud upl• ift s,istance,, •:. • • and fire testing results. .. .. .... • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose Teeing panelg'•. 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 themombranci, from the center outward in both directions. For ridge applications, center the membrane and roll from.lhe 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. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty Tile & Metal underlayment shall be applied over the underlayment. 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 and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 17-0522.01 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 . SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 'Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually••• concealed prior to removing the existing roof system). • • • • • • • . •• • • • •• • • 4. I U// Exposed Ceiling: Exposed, open beam ceilings are where the undegcfe of the roof king can be viewed from below. The owner may wish to maintain the architectural apia Vince; theredecf!Le.• roofing nail penetration of the underside of the decking may not be acceptable.•TMprpvides tt, QJ ion of maintaining tjae appearance. • 6. UV :Overflow scuppers (wall outlets): It is required that rainwater flocs off�p that tiie roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extenstti m8y block MI'. discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install ov2Mo0 s .. pers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature l.�__ fir✓ Pddres AQ-r► t4 Revised on 7/9/2009 LD;07/01/2015; Date °/s4 sT , flu„-s, �c 33i38` Contractor Signature % Date Permit Number • • • • • • • • • • •• •• • ,• • • ENGINEERING ed & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 Dated: Monday, July 16, 2018 Michael Bange Roofing 6610 SW 49th Street Davie, FL 33314 RE: TAS-106 Tile Uplift Test Proposed Roof: Carlos Viera Permit #: RF3-18-709 15 NE 95th Street Miami Shores, FL 33138 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 fed-eng.com Order Number LAT-18482 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on July 13, 2018 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 43 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 - 13 Corner See Attached Diagram 35 ± 5 Pounds Passed 14 - 30 Perimeter See Attached Diagram 35 ± 5 Pounds Passed 31 - 39 Field See Attached Diagram 35 ± 5 Pounds Passed 40 - 43 Hip/ Ridge See Attached Diagram 35 ± 5 Pounds Passed All test results were found to be in compliance with TAS-106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give ``s t fi�EQ has been a pleasure working with you and look forward to doing so again in the ` Sincerejy, ��`%�G �c near future. Keith LeBlanc, Re ; , ,��� f 4; Federal Engineering1 Jesing, Ca ' Florida Reg. No. 59345/10 FLOR\®P���.��� Certificate of Authoriza669 'j--- � `•• Miami -Dade County Certifklt4 Alfi3t7 Construction Material Engineering Council Miami Dade County American Concrete Institute Florida Department of Transportation ENGIHEERING d N a= 0.1 (w)= 0.1( 30 ') = 3.0 ' a= 0.4 (h)= 0.4( 15 ') = 6.0 ' Perimeter Dimensions = 4.0 ' Figure R301.2(7) Componet & Cladding Pressure Zones Corner Area: 208 S.F. = 13 tests Perimeter Area: 472 S.F. = 17 tests Field Area: 1020 S.F. = 9 tests Ridge Caps: 64 = 4 tests Total Tests Performed: = 43 *All dimensions are approximate* Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Michael Bange Roofing Test: TAS-106 Tile Uplift Test (Test Location sketch is not to scale) Project: Proposed Roof: Carlos Viera Project Address: 15 NE 95th Street Miami Shores, FL 33138 lVliami Shores Viiiage Building Department RE: Permit # 12} • 3-1 --to cj INSPECTION AFFIDAVIT M 1 C,G i° + co()C e (Print name and circle License Type) License #: (.CX 133 11 02 On or about 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: S G licensed as a (n) ntr or / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing (Date & time) work at ice, N C 6-1-1-“A- (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 sworn, 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 ci+h day of 2o1K eNotary Public State of Florida 11 Yvette Borromeo My Commission FF 974520 140' Nd Expires 03/23/2020 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with 'permit # and address # dearly shown marked on the deck for each inspection Do,dco,+„rn 171ImmniA1F 101,)r,no RE: Permit #Rt`1 y- Gis`-I iami Shores Viitage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: v /9 ,/g INSPECTION AFFIDAVIT I1141 c \(kt\ licensed as a (n) tract / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC j 3 ?j \ t Q Z On or about , I did personally inspect the roof deck nailing (Date & time) work at 15 NL �►�j S+YQ{,� (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) 727' Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large (*" day of Y`(\ GWj 2 Q 1 Notary Public State of Florida Yvette Borromeo My Commission FF 974520 Expires 03/23/2020 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection permit # and address # clearly shown marked on the deck for each inspection Don,icai nn /7/1n m1 A 1F ni 'Irmo