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RF-14-978
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 214597 Permit Number: RF -5 -14 -978 Inspection Date: June 24, 2014 Inspector: Rodriguez, Jorge Owner: MCDOWELL, RYAN Job Address: 134 NW 93 Street Miami Shores, FL Project <NONE> Contractor: M ROMERO'S ROOFING & INSPECTIONS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010330920 Phone: 305 -388 -3704 Building Department Comments RE- ROOF TILE ROOF Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 214405. CREATED AS REINSPECTION FOR INSP- 212391. Replace broken tile Roof OK . Take permit package to city with missing renailing affidavit for approval ' / % / /(r' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid until June 24, 2014 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami iami S hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address: /3 1-1 ,CJ Gc > 9 3 Permit No.: RR-5-»/-978 Name of Roofing Company: 44 • RGrnepoS 2670 C70 g Name of Qualifier: , (!') C( i'ccv s gore vz) License No. CCL 6 (-/ C/Q( Address: , ,c7) Gc.) rce� S 2 , do hereby affirm: (Print Name of Qualifier) That I have personally inspected the re- nailing of the existing roof sheathing as required by Florida Building Code (FBC), Existing Building Section 5072.2 for the area covered by the roofing permit referenced above. Board roof decking has been secured with at least two 8d nails into roof framing members and has been to be sufficiently connected, or if the existing board roof decking has been secured with smaller fasteners than 8d or fewer than two 8d nails per board it shall be deemed sufficiently connected if two 8d clipped head, round head or ring shank nails are in place on each framing member. For plywood sheathing supplemental fasteners at panel edges and at intermediate framing has been provided. The existing roof sheathing has been re- nailed with 8d ring shank nails at 6" on center at panel edge and at intermediate supports. The spacing will be determined based only on supplemental fasteners. Qualifier /Contractor Sign ,/,( 3 / /c/ Date , having first been duly sworn, does affirm the statement above to be true and correct by his own personal knowledge. Ot I Personally known to me Produced photo ID - Type of ID %%RYP rP `` 0 GLAD LEIZAN n • ��'_S� I GLAD �,YState of Florida M y Comm. Expires May 21, 2016 ` Commission # EE 200617 * An owner/builder acting as contractor is considered the qualifier for this code. SheathAfi07 Page 1 of 1 f)R /f12R 1 (1 22? S(2.„it i 4IPECIalt4 JUN 27 2014 2014 7066 SW44trStreet Muni, FL 33155 Tel: 788- 398 -9179 Fax 786- 800 -2827 LAB CERTIFICATION #10-0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor M. ROMERO'S ROOFING Job Address 134 NW 93 ST MIAMI SHORES, FL 33150 Owner's Name RYAN MCDOWELL Type of isle BORAL SPANISH BARCELONA 900 Approximate Roof Height 12' feet Roof Pitch 3/12 Approximate Square Footage of Roof 9.97 ft2 Date Tested 06/11/14 Contact Name MARIA Number of Tests' 37 Permit # RF- 5- 14-978 Date installed Type of Access to Roof Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 3/388 -3704 LOCATION # OF TEST PASS # OF TEST FAIL Comer 9 Tests 9 Pass Test Fail Perimeter 9 Tests 9 Pass Test Fail Field ■ 16 Tests 18 Pass Test Fail Ridge 3 Tests 3 Pass Test Fail TOTAL 37 Tests 37 Pass • Test Fail fN ACCORDAPICE INTER THE CRUM%OF PROTOCOL. PAWS,THLSROOP MEWLS HAS9 INE STATIC DPW QUALM ODOM TESL THIS TAS itISTESTNAS BEM MOWED INNAL AMNON= TOME REOutRemas OADECO INtRY. WITH NO DEVIATIONS. THIS REPORTS NOT GUARANTEED IN CASE OF CASE OF NATURAL DOWERS. ORS REPORTfTQ NOTVAUD FOR MNURANCECIAIMS. AN T. LEYVA P.E. # 67416 A-1 Engineering Inspection Services, Inc 7066 SW lle Street Miami, FL 33155 Tel: 786- 398 -9179 Fax: 786 -800 -2627 a 1 roofinspection @a,gmail. com LAB CERTIFICATION # 10- 0512.01 06/11/14 PERMIT. # RF -5 -14 -978 134NW93ST MIAMI SHORES, FL. 33150. 7066 SW 44e' Street Miami, FL 33155 Tel: 786 -398 -9179 Fax: 786- 800 -2627 ■)\/6\\A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: L'31 /o (ol RECEIVED MAY 132014 BYE FBC 20 Permit No. n Master Permit No. P F ) 9 '7 3-E ROOFING City: Miami Shores County: Miami Dade Zip: 5-0 Folio/Parcel #: (k — 3 ?®i O3 -- O°' Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): G r Phone#: Address: 1 3y iJ 3 city: State: F 1 Zip: 3 3130 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: STO W . 0 Phone#: 30E-388 '31 °Y City: (I ,_c&—J7 State: 1 r Zip: 3 3 O LO Phone#: Qualifier Name: State Certification or Registration #. CC-C-® (NC / (1 Certificate of Competency #: Contact Phone#: *O ›86 - 34OLr Email Address: Ci % 1 Zd9 •l go one )6 Km, ti . c..0 0'7 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ // 9 g $ Square/Linear F 1 1 ... e of Work: g9'Q Type of Work: °Addition °Altration °New / L - • y1 / Ar A fill 04r/ i Description of Work: epair/Replace emoli ion Color thru tile: ******** *+ x +x ****** * ***** **** * *+x** ** * * ** xFees******* **+x********* ** ***** ** *air *** ********** Submittal Fee $ Sd Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 09(94 SO #3v 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Si Twneror Agent The fore cm u g instrument was acknowledged before me this day of , ,20tL,by who is person known to me or w o has produced Print: GLADYS LEIZAN s, Notary Public - State of Florida '440FF Ops �yCommission r# Ea 200617 2016 My Commission Expire * * * * * * ** * * * * * * * ** * * * * * *** ** ** APPROVED BY al, ao6c Contractor The foregoing instrument was acknowledged before me this/ 5 day of /I( , 2.01_, by fi ) f- who is personally known to m e or who has produced as identification and who did take an oath. NOTARY PC:� Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: My Commiss Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONT RACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: / A. COPY OF QUALIFIER'S STATE LIC CARD B. / COPY OF LOCAL BUSINESS TAX RECEIPT C. / . COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. / COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: COMPLETE CONTRACTOR'S ItIFORMATION BUSINESS ADDRESS: <SO t) n CITY 4 a/ cz STATE FI! ZIP CODE 0 ( v BUSINESS PHONE:4 ) �3 t`5 a-20 t' fFAX NUMBER (,M5-- `6 »'1 i CELL PHONE ( a-) �'f ?0 QUALIFIER'S NAME: Vet(ti) S Royii e10 QUALIFIER'S LIC NUMBER: CC-6— D 0 E -MAIL ADDRESS (IF APPLICABLE): lief ac, i din fl)/') o/b n-Dc) 4.D• or) Created on 3119109 BY MLDV I RV 3126109 MLDV T' 13 DOCU� VIII- COII�ORy�ED BANG O0ND • CMIROPRIN�TI. G >•,L NEMARKsna�T,MMN1T : PA'PE'R' STATE .OF FLORIDA., • LPARTMENT� ;0 t STNES'S':Tj PROFESS `A ONL REGLLATION CONST° UCTION' INDUSTRY 'LICENSING . BOARD ` SEQ #L12060101355 LICENSE NBR bl 11040:4;25' f CCC044016:. ROOFIiN CONTi CTOR Named below CERTIFIED Under theF pr ivisions of Chapter :489 Expiration date: AUG 31, 2014 MARCOS W M ROMERO' S ROOFING & INSPECTIONS; `INC 50 W. '22ND STREET HIALEAH FL 33010 - RICK SCOTT GOVERNOR 000209 DISPLAY AS REQUIRED BYLAW KEN LAWSON SECRETARY ,fnal Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 3618171 BUSINESS NAME/LOCATION M ROMEROS ROOFING & INSPECTIONS INC 50 W 22 ST HIALEAH FL 33010 OWNER M ROMEROS ROOFING & INSP INC Worker(s) 1 RECEIPT NO. RENEWAL 3780369 LB EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEO 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLET CCC044016 $45.00 07/09/20 3 TXHS1- 13-01. ,5]2 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a lisegsa ;. permit, or a certification of the holder's qualifications, to do business. Holder must comply with epy goveg!Note! cr. nongovernmental regulatory laws and requirements which apply to the business The RECEIPT N0. above must he displayed on all commercial vehicles - MiarOirp . V ode Sept to `� For more information, visit www.miamidade.gov/taxcolleetor ACS.,° -R° CERTIFICATE OF LIABILITY INSURANCE /1/ 4 Y' 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 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 Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 CONTACT David M. Lopez PHC No. Fxn: (305) 595 -3323 1 G No: (305) 595 -7135 mEmcsr @easterninsurance.net INSURER(S) AFFORDING COVERAGE NAIC d INSURER AAmtrust International UABIUTY COMMERCIAL GENERAL LIABILITY INSURED M. Romero's Roofing & Inspections, Inc. 50 West 22 Street Hialeah FL 33010 INSURER B Mapfre Insurance Co. of Florida PAL1044272 00 INsuRERc:Bridgefield Employers Insuranc 9/14/2014 INSURERD: $ 1,000,000 INSURER E : $ r 000 INSURERF: COVERAGES CERTIFICATE NUMBER4aster 14 -15 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 AD. MSR " = - LND POUCY NUMBER POUCY JEW (MM/DDIYYYYI POUCY EXP (MMIDD/YYYY) UMI1B A GENERAL X UABIUTY COMMERCIAL GENERAL LIABILITY PAL1044272 00 9/14/2013 9/14/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES PREMISES (Ea occurrence) $ r 000 CLAIMS -MADE X OCCUR MEDEXP (Any one person) $ 1,000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GGEEN'L AGGREGATE LIMIT APPLIESPER: X I POLICY n PFra n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS S SCHEDULED AUTOS AUTOS AUTOS 4150130009430 12/23/201312/23 /2014 COMBINED SINGLE UNIT (Ea accident) _$ 100,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per acddent) $ PIP -Basic $ 10,000 UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 RETENT ON $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) ayes describe under DESCRIPTION OF OPERATIONS below Y / N N/A 830 -48047 5/1/2014 5/1/2015 X I TORY LIAMIT3 I I ER EL EACH ACCIDENT $ 100 , 000 EL DISEASE EA EMPLOYEE $ 100,000 EL DISEASE - POLICY UNIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more spites Is required) roofing contractor CERTIFICATE HOLDER CANCELLATION Village of Miami Shores Building and Zoning Department 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORQEDREPRESENTATIVE ® °-- David Lopez /ANA ACORD 25 (2010/05) IN5025 onions) n1 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACARf name and Innn are renictererl mark of AP.(lRll Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY A PRAISE Summary Report Property Information Folio: 11- 3101 - 033 -0920 Property Address: 134 NW 93 ST Owner RYAN C MCDOWELL Mailing Address 134 NW 93 ST MIAMI SHORES , FL 33150 -2235 Primary Zone 0800 SGL FAMILY -1701 -1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,255 Sq.Ft Living Area 833 Sq.Ft Adjusted Area 1,044 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1938 Assessment Information Year 2013 2012 2011 Land Value $83,059 $66,744 $74,160 Building Value $70,783 $79,083 $79,083 XF Value $600 $600 $0 Market Value $154,442 $146,427 $153,243 Assessed Value $130,095 $127,921 $123,613 Benefits Information Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction $24,347 $18,506 $29,630 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 MIAMI SHORES SEC 6 PB 10-39 LOT 4 & E1/2 OF LOT 5 BLK 134 LOT SIZE 75.000 X 123 OR 20189-086512 2001 1 COC 23964-3714 09 2005 5 Page 1 of 2 Generated On : 5/13/201 Taxable Value Information Previous Sale 2013 2012 2011 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $80,095 $77,921 $73,613 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $105,095 $102,921 $98,613 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $80,095 $77,921 $73,613 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $80,095 $77,921 $73,613 Sales Information Previous Sale Price Price OR Book- Page Description 09/01/2005 $0 23964-3714 Qual by exam of deed 12/01/2001 $160,700 20189 -0865 2008 and prior year sales; Qual by exam of deed 06/01/1987 $55,000 13326 -0165 2008 and prior year sales; Qual by exam of deed 01/01/1981 $51,000 11009 -0652 2008 and prior year sales; Qual by exam of 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 htto: //www. miamidade .aovinfo /disclaimer.aso (htto: //www. miamidade.novinfo /disclaimer.asp) http: / /www. miamidade .gov /propertysearch/index.html 5/13/2014 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 Date: -S1'? 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: , /L(6 (j(Jk)C.? l l Property Address: l ` (/ £ > 9 .=,-) Roofing Permit Number: bearding Official: a , Me Del,,u ell certify that I am not required to retrofit the roof to wall connections of my building because: ete just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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 PrinfName kt,b14.,del/ State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 7 day of d - , v/ cr Notary Public, Sate of Florida at GLADYS LEIZAN Notary Public - State of Florida Comm. Expires May 21, 2016 Commission # EE 200617 • When the just valuation of the a for purpose of ad valorem taxation is equal to or more than SFBC. Then you must provide a building application from a General Contractor for the Roof to Wail connection Hurricane Mitigation. Revised on 5/2112009 or a 1994 ROOF ASSEMBUES AND ROOFTOP STRUCTURES ter Perm ,nn, Contractor's Name /�, [ Florida Building Code Editions„ High - Velocity Hurricane Zone Uniform Permit Application Fo ,Spr_tinn A (General Infnrmation) Process No. Job Address 1.3(1. 3 ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof roofing ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 93 Spr Linn R (Rnnf PIRn) 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 pressure zones and location of parapets. Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes to Cn S ❑ Repair ❑ Maintenance Total (SF) FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. ,Section n (Stapp Sloped Roof System). Roof System Manufacturer: 60. 64--,A5 Notice of Acceptance Number: j Z _, ® 7,7,'Z 0 Z Minimum Design Wind Pressures, If Applicable (From RAS 127 Calculations)1: 3c� 1 P2: &8 • I P3: l420. or Maximum Design Pressure (From the Product Approval Specific System): -38. ÷ Roof Slope: Lt/ : 12 .Steep sloped Roof System Description Deck Type: Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Ridge Ventilation? Mean Roof Height: / U Adhesive Type: IN i i9 11ly" r2,5, (01'ow L4, /d "`1'- 12 ''o& ,c; f f 0?-kteceiet Type Cap Sheet: Roof Covering: Type & Size Drip Edge: na/teG ,t,Po 4.9-P 31(3, Z & i, w/1 %y WS (PIO.0 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Sactiort F (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 Mf 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" (PI: Cf. x). 0.313 .12- 22% - Mg: �() = Mrt !• 12 I Product Approval Mf (P2: X1.1 x~ ®•313 =211` 1rt) - Mg: Y3 =34r, V3.161 Product Approval Mf (93: I °CJ x X �i- /�� _ > 1. 7 C. Mg: I'S/ = Mr3 7 ;/ r Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf 3a1 Mr required Moment Resistance* Mean Roof Height —> Roof Slope ,, 15' 20' 25' 30' 40' 2:12 34.4 36 5 38.2 3:12 32.2 34.4 36.0 4:12 30 4 32 2 33.8 5:12 2114 30.1 31.8 5:12 26.4 28 0 29.4 7:12 24.4 25.9 27.1 39.7 37.4 35.1 32.8 30.5 28.2 42.2 39.8 37.3 34.9 32.4 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. 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 "Moment Based Tile Calculations Per RAS 127" (PI: x = xw:= ___) -W: x cos 8 =Fri (P2: x = xw: -W: x cosh =Fr2 (P3: x = xw: =_) -W: x cos B F Product Approval F' Product Approval F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI 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 9 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance My Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING • owner's Notification Form HVHZ 2010 Mu►at LOJNrr "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the it a r has • een explained. . Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed art of the agreement between the owner and the contractor. gum . Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be re, , ' ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buildin_ Code. (The roof deck is usually concealed prior to removing the existing roof system). . Common roofs: Common roofs are those which have no visible delineation between neighboring • (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or ould notify the occupants of adjacent units of roofmg work to be performed. Exposed ceilings: Exposed, open beam ceilings 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. . Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original oofing stem is removed. Ponding conditions should be corrected. kY . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. *1T ' . Ventilation: Most roof structures should have some ability to vent natural airflow through the tenor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting s • :4 no • = required. ii Owner's/Agent's Signa Contractor's Signature: Date: Permit Number: [ Property Address: 3 ru C 11 9 3 ..- MIAMl� COUNTY` DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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.eov /sera 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07 -0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Rooting LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 Trim Pieces 1= 17" TAS 112 High profile, interlocking, one - piece, 'S' w = 13" shaped, high - pressure extruded concrete roof '/2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Letter Dated Aug. 1, 1994 MIAMI.DADE COUNTY Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 APPROVED Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. 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. Nutting Engineers P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 July 1994 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04 /19/12 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 underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 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 (lbf) Length -I (ft) Width -w (ft) Barcelona 900 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - M9 (ft -Ibf) Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 3 " :12" Tile 5":12" X (ft3) A. (ft3) Barcelona 900 Profile Direct Deck Batten Application Direct Deck Application Barcelona 900 Direct Deck Battens 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft -Ibf) Tile Profile 2 ":12" 3 " :12" 4 ":12" 5":12" 6 ":12" 7 ":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 MIAMI IDE COUNTY APPROVED NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ftdbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.3` 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam PolyPro' ' 66.54 Polyfoam PolyProTM 38.74 3 Large paddy placement of 63grams of PolyProM . 4 Medium paddy placement of 24grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set' 24.5° 5. Tile -Tite Roof Tile Mortar NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 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 BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMIOADE COUNTY APPROVED NOA No.: 12 -0222.02 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 MIAMI - E COUNTY 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this 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. 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 /economv DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #12- 1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. iruv-tg Coggzo---P NOA No.: 13- 1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, 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 Product Description SBS self - adhering asphalt sheet material with a white 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 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 01/29/13 NOA No.: 13- 1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Wood, non - insulated 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type I1 or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 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 BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. 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 6" o.c. at the side laps. No nails or tin caps shall be exposed. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 13- 1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal 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. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL 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 61 G20 -3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE NOA No.: 13- 1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 MIAMFDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this 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. 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.gov/economv DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive 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 revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI.DADE COUNTY APPROVED NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25-7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 06213[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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. APPROVED 3. 3M'" 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3Mr° 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1.. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any rooftile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH-1 60. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The rooftile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3M 2- Component Foam Roof Tile Adhesive 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 3MT4 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive 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.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave. Course - Flat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 Flat, Low, High Profiles #1 17 -23 sq. inches 45 -65 _Flat Profile #2 10 -12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8 -9 sq. inches at head of tile 9 -11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20 -25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. 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.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 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, 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. 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.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 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. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) Nita No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 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. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. °NOA No.: '13- 4502:02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 RatAow Profile Tile Madhun Profitallia 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109:7 -148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 in2 (51.6 -58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-050102 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Him Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'14" (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 (71 cm2) 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. NOANo.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 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)Tum covers upside down. Place adhesive in to 1 in. from outside edge of cover the. Then install thetile.Ensure 20to 25 sq. in. contact area. Underayment Steep pitch applications (when required) Eave closure (meter shown) weephole Faso Board Sheathing Optional point -up Mortar on hmgitudh al edges of the Remove top portion of the eave course cover tfe.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 I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive 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 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11