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RF-14-2504Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227017 Permit Number: RF -11-14-2504 Scheduled Inspection Date: January 26, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LEONE, DEBORAH Work Classification: Tile Job Address: 5 NW 105 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1121360050320 Contractor: CODA ROOFING, INC Phone: 305-681-1060 nt comments TILE ROOF VANGUARD ROLL CONCRETE TILE WHITE 111i1akAW vaaaeu vulli111eilw INSPECTOR COMMENTS False Inspector Comments Passed dA CREATED AS REINSPECTION FOR INSP-223413. No ladder Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 23, 2015 For Inspections please call: (305)762-4949 Page 28 of 34 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com January 20, 2015 Coda Roofing, Inc. 4678 East 10 Lane Hialeah, Florida 33013-2112 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 5 Northwest 105 Street Miami, Florida Information provided by client: Permit Number: RF -11-14-2504 Date Completion: January 15, 2015 Roofing Contractor: Coda Roofing, Inc. Project Number: 15-0057 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Boral Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mdhamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 5 Northwest 105 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 15-0057 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 5 Northwest 105 Street Miami, Florida Project Number: 15-0057 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 15-0057 — Page 3 of 4 ng 25 35 ata d `= Pk SkMIN Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass Test 1-6 Corner, 7-9 Ridge Caps, 10-14 Perimeter, 15-31 Field Reileh Engineering Corporation -- Project Number - 15-0057 — Page 4 of 4 50' 5 12 26 15 y 15 II 10 25 16 11 21 29 50 50. 18 14 24 28 19 25 20 21 22 11;5T TII.� P�t;IM�T�f; 150 5P O 02a CAP T5r I.00KION FEW 11 COM 30 5P MOL � MNO 5 065 11.� Cf; W - 6 IM SR 121 fANCF-, a g 3' 1 PI19a CAP 6 3 COUr ATA - Y X 3' APMOX, ROOF t5t IACA11ON5 M17171WN51ON5 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ROOFING NOV 14 2014 FBC 2010/ Master Permit No.z='3 -�/' `�`�✓� Sub Permit No.) F I I >y 0 REVISION F-� EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / "% CONTRACTOR DRAWINGS JOB ADDRESS: .•yGy G OS S City: Miami Shores �County: Miami Dade Zip: Folio/Parcel#: �� o�3sr?. -UUJ� U�ow Is the Building Historically Designated: Yes NO /'ilBFE: Occupancy Type: Load: Construction Type: Flood Zone: FFE: OWNER: Name (Fee Simple Titleholder): l)a Phone#: Address: 5 A'/G!/ /0.5 <5 City: -72140:772,1' SA c-�(4 State: t Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: 60 Address: IKG 7�- /'�- !(.9 �•(/ City: /Gf lG cState: ��� Zip:�U�3 Qualifier Name: y /0 cw-o�:' U Phone#: State Certification or Registration #: _ 6CC-6o fS Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: 0 City: State: Zip: Value of Work for th' Permit: � $ U Square/Linear Footage of Work: _3 2 Type of Work: ETAddition ❑ Alteration New ❑ Repair/Replace ❑® Deemmolition Description of Work: -.4/69/ /?�ZADA/ 710 7 Af� •�/�'l (/a�'G?' /�// '.7 07(z -, 7 "/" Specify color of color thru tile: x ,UG?!i`s i> c/-� 7u - -1 ij7'ibl _U , Submittal Fee $ - ( Permit Fee $ _ a " -� �; CCF $ � �%�� CO/CC Scanning Fee $ ! Radon Fee $ DBPR $a -1 Notary $ � l' Technology Fee $ , ` ` Training/Education Fee $ Double Fee $ 0 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 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 &7/ . k "f, Z,., OWNER or AGENT The foregoing instrument was acknowledged before me this day of 0 20 1 by 1� h ( C( h f • who is personally known to me or who has produced Signature CONTRACTOR The foregoing instrument was acknowledged before me this 31 day of UC +0102 2 20 1 y . by who i_ personally know o as me or who has produced identification and who did take an oath. "111",•,Lory Mendez NOTARY PUBLIC: '1 w+',oi�Y a�o . � �� c0�r,+eSSION # EE 167083 .A �qo EXF,RtS: MA•R.17, 2016 ' WWW.AARONNOTARY.com Print: as identification and wh i 'na' 010 p,,� Notary Public State of Florida NOTARY PUBLIC: ? Vanessa M Rivero 94 My Commission FF 024428 qA° Expires 06/05i2017 Sign: Print: ik.�✓�55� I" t - Seal: \ � Seal: APPROVED BY l! Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT, G©VF-RNCYK- . .... STI DEPARTMENT OF:BUSIN CONSTRUCTION, 3NTRACTOR ,ERTIFIED ori dAL. -AUG 31,,20'16 )ED: 08/20/2014 iRIDA 0 AS REQUIRED BY LAW 003980 ---------CERTIFICATE QF LIABILITY INSURANCE i �TE0./14 YYI - 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 poky(iss) smust be endorsed. If SUBROGATION IS WAIVED, subject to y� 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 Hsu of such endomementisl. 1 PRODUCER V1p Insurance Agency I=111L 1 ONE _� .---- -� No): t 1535 SW 67 Ave — EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMfTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ( Miami, FL 33174 Tt>atER tb y t i Phone (305)266-9666 Fax (305)264-766 t._--------- i INSURERS) AFFORDING COVERAGE NAIC 0 3 INSURED _INSURERA: ENDURANCE AMERICAN SPECIALTY INS, CO.�j -� A Y Y j Coda Roofing Inc INSURER 8: GENERAL AGGREGATE S 2,000.000 00 ? 4678 East 10 LaneRgR PRODUCTS • COMPlOP AGG ] $ 2,OQO,Q00 PRO-- LOC j POLICY E] JECT Hialeah, FL 33013-R IN� RER D;-- COMBINED SINGLE LIMIT S 3 (305)681-1060 Z (E8 ac0dent) tk ANYAUTO ( COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: _ _ THIS IS TO CERTIFYTHAT 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. LIMfTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ; t POLICY NUMBER_ MM1D LIMITS_ ` _ GENERAL. LIABILITY EACHOCCURRENCE $ 1,000.000.00 # COMMERCIAL GENERAL wati-rrY PREM S 100;000.1)0 ISES Me R9NM I CLRMAS�dADE ( I OCCUR C$C10001689701 MED EXP tom_ S 5,000.00 -� A Y Y j 08/2012014 08/26/2015 , PERSONAL & ADV INJURY $ 1,000.000.01 _ j GENERAL AGGREGATE S 2,000.000 00 t GEN L AGGREGATE LIMIT APPLIES PER j PRODUCTS • COMPlOP AGG ] $ 2,OQO,Q00 PRO-- LOC j POLICY E] JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Z (E8 ac0dent) tk ANYAUTO ( ! BODILY INJURY (Par Person) I S 's ALL OWNED AUTOS BODILY IN.kIRY {Pet' acciderftj L SCHEDULED AUTOS ± PROPERTY DAMAGE —frf I HIRED AUTOS (Per scmdw) } NOWOWNED AUTOS $ c $ UMBRELLA LIAB OCCUR } I I EACH OCCURRENCE i $ i EXCESS UAB r--� �� t._i CLAIMS -MADE ! �I DEDUCTIBLE t AGGREGATE ,J $ RETENTION S WORKERS COMPENSATION i E WC STATU- _ 071d ' AND EMPLOYERS' LIABILITY Y I N I ANY PRQPRIETOR(PARTN) RIEXECt)TNE OFFICERIMEMBER EXCLUDED? MIA; I. L_ ..I4BBYlBdiIS_m ER_ __ E.L. EACH ACCIVENT $ In NH) E.L. DISEASE -EA EMPLOY S (Mandetory ( _DAN'Ipnom OF OPERATIONSbal.� _ _ _--4— E.L. DISEASE -POLICY LIMIT S �� DESCRIPTION OF OPERATIONS t LOCATIONS t VEHICLES (Attach ACORD 101., Additional Remaft Schedule. N nwne speca k required) i ROOFING COMPANY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCROED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN i VILLAGE OF MIAMI SHORES i ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E. 2ND. AVE. ' MIAMI SHORES, FL. 33138 ;AUTHORIZED REPRESENTaTn+E ; } FAX: 305-756-8972 MARTA C. CARDENTEY 0 19866009 ACORD CCIRPORATION. All hts reserved. ACORD 28 (2009109) OF The ACO are registered mariLa RD CODAR-1 OP ID: TH '`�� R130' CERTIFICATE OF LIABILITY INSURANCE DA11/12/2014Y) 11/12/2014 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 Workers Compensation Group P O Box 410 Boca Raton, FL 33429-0410 Kirby Industries, Inc. CONTACT Greg Carignan PHONE FAX AIc No E,):561-392-3300 A/C NII: 561-361-1132 E-MAIL ADDRESS: certs@workerscompgroup.com GENERAL LIABILITY INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:Bridgefield Employers Ins 10701 INSURED Coda Roofing, Inc. 4678 East 10th Lane INSURER B: Hialeah, FL 33013 INSURER C INSURER D: INSURER E: A 0 RENTED PREMISES Ea occurrence $ INSURER F: CLAIMS -MADE 17 OCCUR COVERAGES CERTIFICATE NUMBER: 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 DDL UBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY A 0 RENTED PREMISES Ea occurrence $ CLAIMS -MADE 17 OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ 71$ PROPERTY DAMAGE $ PER ACCIDENT HIREDAUTOS NON -OWNED AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ A WORKERS COMPENSATIONWC AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY/N OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) N / A 830-43536 01/01/2014 01/01/2015 STATU- OTH- TORY LIMITS I I ER E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 If Yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT I $ 1,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Coda Roofing CERTIFICATE HOLDER CANCELLATION MIAMIS3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village Of Miami Shores THE ATE THEREOF, ACCORDANCEIWITH THE POLICY PROVIS ONSE WILL BE DELIVERED IN Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 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: 101.1 1 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: A. Le0j3e_ Property Address: 5 QW 10 5 SA, -2k:� Lkay,_A Syy(-v S t';PC. 3 3 iS® Roofing Permit Number: Dear Building Official: 11)z6oia" A. LRa^2 certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/t _P)is the owner for the above property mentioned. r Sworn to and subscribed before me this i " �day of �� t �n ccumissv4EE167083 " P1 RES: MAR, 17, 2016 Notary Public, Sate of Florida at Large .AAROhNOTARY.com • When the just valuation of the structure for puFpos6QL%LAlorem taxation is eqdal 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 Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ Address Owner Name Subdivision Name Folio SEARCH. 5 nw 105 St i Suite ; Q Back to Search Results PROPERTY INFORMATION Folio: 11-2136-005-0320 Sub -Division: DUNNINGS MIAMI SHORES EXT NO 1 Property Address 5 NW 105 ST Miami Shores, FL 33150-1241 Owner DEBORAHLEONE Mailing Address 5 NW 105 ST MIAMI , FL 33150-1241 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/110 Floors 1 Living Units 1 Actual Area 1,319Sq.Ft Living Area 1,264 Sq.Ft Adjusted Area 1,182 Sq. Ft Lot Size 9,225 Sq. Ft Year Buil 1941 Featured Online Tools Comparable Sales PA Additional Online Tools Report Discrepancies Tax Estimator ASSESSMENT INFORMATION Year ++ Land Value Building Value i Extra Feature Value Glossary Non -Ad Valorem Assessments Property Record Cards Property Search Help Report Homestead Fraud Tax Comparison TRIM Notice View Taxes 2014 2013 2012' $99,374 $45,979 $45,979. $80,140 $80,140 $69,536 $13,083 $13,083 $16,282, 1 of 11/12/2014 9:01 AM ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. NOV If 2014 Section A (General Information) Master Permit No, C - 3 Process No. Contractor's Name G 0-p19 A Job Address _ j_ ­W661 /0 ❑ Low Slope ❑ Asphaltic Shingles New Roof ❑ Reroofing Zig .,,�'/✓L.- . ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION 0 Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3 ��Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scu pers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensi 1P a ad InGation of parapets. Miami . i,orels Vill ,�'• APPROVEDCITY ey►r DALE ZONING DEPTF. BLDG DEPT ^' I FCOP --------- --- J STATE ANU CXX# y L_ !I � H EXIST. I STORY C.B.S. RESIDENCE I I u�.r�v e.rxa II II iII II II it II H i II 11 II !I II I I �— I-I \F j Ir -pill L------ �I I -I�------------J ---- 2010 FLORIDA BUILDING CODE — BUILDING i r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: C v �`' G , Notice of Acceptance Number: /0_ �yaW.o . Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations�1: _3 7 P2: " GY ! P3: Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: �3 : 12 Ridge Ventilation? Steep Sloped Roof System Description Deck Type: Type Ur Insulation: Fire Barrier: l� Fastener Type & Spacing: Adhesive Type: coq Type Cap Sheet: i Mean Roof Height: �© Roof Covering I Type & Size Drip Edge: %34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STFIUC7 JRES Florida Building Code Edition 2010 High -Velocity Hurricane zone Uniform Permit Application Form. Section E (life Calculations) For Moment based the systems, choose either Method 1 or 2 Compare The vahhes for Mr with the values from Mf, If the Mf values are groom than or equal m the Mr values, for each man of the roof, then the Ole attachment mothod Is aeceptabic Method 1 "Moutent Based Tile Calculations Per RAS 1271, �g! Product Approval Mf 1 Z z-)(7=) ="' M8 ✓./ % Product A oval L x 7. a �') . Mg:. EV =Mrd /3 / Product A�pprwnl M i Method 2 Simplified We Calculations Per 7mble Below" Required Moment ofRasislenee aNtl 1Rmm Tante. Rp.I. P. -,I...., A,....,.., -h ua_ *Must be used in'conJonctiOrt with A list of moment based die system endorsed by lire Browarrl County Board of Roles ami Appeals. For Uplift based rile systems use Method 3. Compared the values for P with the values for Fr. If the F'vahtrs tiro gteatertban a egael rothe Prvahm, for each area of the roof, than the the attachment method (s acceptable. Method 3 "Uplift Based Tile Calculations Par RAS 127" (P1; x L Mr required Moment Reslstance* x cos 8 = Frt Mean Roof Heighi --)- Roof iRoof sl" 16' 20' 25' 30' 40' 2:12 34.4 38.6 38.2 39.7 42.2 3,12 32.2 34.4 36.0 37.4 39.8 4:12 90.4 32.2 33.6 35.1 37.9 5:12 28.4 30.1 31.6 32.8 $4.9 8:12 26.4 28.0 29.4 30 5 32x1 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in'conJonctiOrt with A list of moment based die system endorsed by lire Browarrl County Board of Roles ami Appeals. For Uplift based rile systems use Method 3. Compared the values for P with the values for Fr. If the F'vahtrs tiro gteatertban a egael rothe Prvahm, for each area of the roof, than the the attachment method (s acceptable. Method 3 "Uplift Based Tile Calculations Par RAS 127" (P1; x L _ x w: - ) . W. x cos 8 = Frt Product Approval F' (P2: x G x w: _ W; x oos B - Ptz Product Apptuval V (1'3: x L x w:. _ - W. x we 8 - Pr3 Product Approval V Where bt in Information DpscriRtIon Svmbol Where t`ind Design Pressure PI orP2orP3 RAS 127TableIorbyaneoginaariogaruiysispreparedbyPBbasedooA"7 Meets Roof Height H Job Site Roof Stops 8 lob Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M Product Approval Attaduuent Resistance Mf Product Approval Required Meraem Rcsistanco M i Caicuiated Minttnum Atachmem Resistance F Product Approval Required Uplift Resistance Pr t Calculated Average Tile Weight W Product Approval Tile Dimensions G = length W = witWh Product Approval All calculations must be submitted to the building official at the time of permit appHcatiDn. 2010 FLORIDA BUILDING CODE -- BUILDING 16.37 a a� "L-ialiverin, E cehfencs Every Day" SECTION h'52r ZO S-- R.LQUIRLA l OW-MKn:S r`tOTIFICATIONFO ROOIRIMGI CO'N�E,IDERAa uOl`F!i 1524.1 scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the own( with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida .molding -Code, Bailding govern the minimum requirements anal standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owier and the contractor. The owner's initial in the designated space indicates that the item has been explained. a;pl- Aesthetics -Rork anship: The workmanship provisions of Chapter 15 (F'igh Velocity FLU r icane Zone) are for the purpose of providing that the roofing 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 addresse< as part of the agreement between the owner and the contractor. 2. Renafng wood decks: When rept acing roofing, the exisimi g wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (Tbe 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 units (i.e. townhouses, condominium,,-,, etc.). in buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed eeffhags: 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 hail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. =5. 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 roofing system is removed. Ponding conditions should be corrected. 6. Overflow scupper's (mall outlets): It is rewired that rainwater flow off so that the roof is iiot overloaded from a build up of water. PDrimeter/edge walls or other roof extensions may block this discharge if overflow sculopers (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 Cade, Plumbing, Ven.rlaiioi : IVIost roof structures should have some ability to vent natural airflow through the interior of tha structural assembly (the building itselt). The, existing amDur!t of attic ventilatian shall not be reduced. Exception. Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent'sSignature: a _�_ j Date: !1D _E Contractor`s Signature, PermiFXumber: :�= Property Address:, ti} � �re-e r�;n l�41Ah1 MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NDA) _ www.miamidade.gov/vera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92615 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. DESCRIPTION: Vanguard Roll Concrete hoof 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 NOA# 12-0308.06 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. � NOA N©.: 12-0904.06 CMIUADMkDE C :r Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, 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 aufac ured by Test Product "Plieftut mmenakas gRaifications 2g tion Vanguard Roll Concrete L = 16-'/2" TAS 112 Low profile, interlocking, high pressure extruded Roof Tile W = 13" concrete roof tile equipped with one nail hole and %" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w varies rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Fest Agency Tit Ideutiller Test Name/Report Ra Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 SUBMITTED EVIDENCE: Test Agency Test Identiller Test Name&p2rt to The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 dune 2007 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. NOA No.: 12-0904.06 MAMM ADECOUNTY Expiration Date: 12/16/17 ®• Approval Date: 12/06/12 Page 3 of 6 A 4. INSTALLATION 4.1 Vanguard Roll 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) Length4 (ft) Width -w (ft) Vanguard Roll Roof Tie 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (W) Tile Profile X (ft) Batten Application X (ft) Direct Deck Application ,Vanguard Roll Roof Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - NIS (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 501:12" 6":12" 7":12" or greater Vanguard Roll Roof Tile Battens Direct Deck Battens Direct I Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct I Deck 1 5.30 6.03 1 5.24 15.97 5.16 5.87 5.05 5.75 4.92 5.50 1 4.78 1 5.44 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19132" plywood) Battens Vanguard Roil Roof 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 48 Screw 25.8 25.8 22.9 2 48 Screws 47.1 47.1 49.9 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 Cl 31.9 31.9 32.2 NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems The Profile Tile Application Minimum Attachment Resistance Vanguard Roil Roof Tile Adhesive 26.1 1 See manufactures component approval for installation re uirements. 2 Flexible Products Company TileSond Average weight per patty 11.4 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight pera 6 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof fide 3M 2 -Component Foam Roof Tile Adhesive AH -160 86,61 3M 2 -Component Foam Roof Tile Adhesive AH -160 46,6 3 Large paggyglacement of 64 rams of 3101 2 -Component Foam Roof Tile Adhesive AH -160. 4 Medium Roddy placement of 24 rams of 3101 2 -Component Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Set5 20.60 5 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". VANGUARD ROLL BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) (LOCATED ON UNDERSIDE OF TILE) IIAMFMDA 0MEC OU NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 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. PROFILE DRAWINGS y �� VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) " END OF THIS ACCEPTANCE NOA No.: 12-0904.06 MIAMM ADE COU Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 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: 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.P,ov/economy 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. 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 NOA412-0417.06 and consists of pages l through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material• SBS PRODUCTS DESCRIPTION: NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls white glass re -enforced polyester surfacing fabric: for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI -053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI -076-02-01 TAS 103 / ASTM D4798 02/14/11 NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II 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. Membrane: 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. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 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 9N-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 END OF THIS ACCEPTANCE NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 4 of 4 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOAI v,. -i +'.mianiidadc.ao,%,,/econoni)T 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. DESCRIPTION: 3Wm 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 1.3-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 Expiration Date: 05/10/17 . olowApproval Date: 09/04/14 Page I 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 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 the systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158T., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 1 Approval Date: 09/04/14 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 Test Name/Report Date 494-060 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 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 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 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. 3M— 2 -Component Foam Roof Tile Adhesive 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 3M— 2 -Component Foam Roof Tile Adhesive 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 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 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 roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive 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. 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. 3MTM 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 l to 2 minutes after 3MTM 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.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of i l Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches 30 High Profile 42 17-19 sq. inches 30 Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. 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.: 14-0805.01 MIAM4DADEGDUNTY Expiration Date: 05/10/17 11 � 1N Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 21&% d tuftm a "doral W L"t COMM MSd! Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (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 cm) —23(148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 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 cm) —23(148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single 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 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 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 4 _ v eae� a{piiausai �- ,� ► r- x Faida Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cm) —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 l" (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 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l " (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the 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 I " (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) loin, s r�. �'� k. Law dome nAP.92 High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the the 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 the 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.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 RAAAwPmffl@TUa r 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 file closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (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 the to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 1.4-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 46' v $� r 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 file closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (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 the to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 1.4-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High PraffieTHe 111J�L� i.. s • i APPROVED 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 (71 cm2) square inch adhesive contact with the underside of the the 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.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 51e4e paddy under We (wfiea requiretb PAddy (between tiles) Battens Paaay{ tae) o * 4x41n. 2x460 paan t of Live Course da Seephole ,oftL• ckmue Dripedge High PraffieTHe 111J�L� i.. s • i APPROVED 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 (71 cm2) square inch adhesive contact with the underside of the the 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.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 30 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Tarn 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. Q Underlagment Eave closure (motar shown) Fascia Remove top portion of the eave course cover tile. Abut to second course of pan files. Ensure gave erns of pan and cover ales are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure 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 the over after foam is applied and place onto pan the 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.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11