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RF-13-339Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186101 Permit Number: RF -2 -13 -339 Scheduled Inspection Date: April 02, 2013 Inspector: Bruhn, Norman Owner: DE PASQUAL, EMILIANO Job Address: 67 NW 103 Street Miami Shores, FL 33150 -1233 Project: <NONE> Contractor: CODA ROOFING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360131090 Phone: 305 -681 -1060 Building Department Comments RE ROOF TILE TO TILE COLOR THRU Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 01, 2013 For Inspections please call: (305)762 -4949 Page 6 of 21 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305- 397 -6414 Fax: 305 - 823 -3300 / 305 - 884-8834 Website: www.reilehengineering.com March 27, 2013 Coda Roofing, Inc. 4678 East 10 Lane Hialeah, Florida 33013 -2112 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 67 Northwest 103 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: March 26, 2013 Roofing Contractor: Coda Roofing, Inc. Project Number: 13 -0243 (Testing Laboratory Certificate #11-0715.04) 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 ofthe bonding ofmortar 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 the used for this project was reported to be Monier 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. Based on our test results, we conclude that the installation ofthe roof tile at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our test report for your review. 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 ,A7/r/k, ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 67 Northwest 103 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 13 -0243 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 67 Northwest 103 Street Miami Shores, Florida Project Number: 13 -0243 Test Number Test Load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 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 Reileh Engineering Corporation -- Project Number - 13 -0243 — Page 3 of 4 Test Number Test Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass Test 1 -15 Corner, 16 -21 Ridge Caps, 22 -34 Perimeter, 35 -48 Field Reileh Engineering Corporation -- Project Number - 13 -0243 — Page 4 of 4 . 40 �— 26 5 24 23 22 15 38 25 34 35 37 36 '8 la 2 i9 7 17 B 15 ze 39 42 41 43 48 47 45 3 35' 29 8 30 4y 44 0 9 0 12 1 TEST 1U 19 11e1.M - BOO 5r O 112a CAP TEST LOCATION FELI2 - 14 COI;N�f; - 130 5F COf;N�f; - 15 PLf;IM�1�l? LOCATION TANa, a = 3' L t2 N0t5 L005f;11IX I176 CAP - 6 COW; AeA - 31X 3' I -024� APPt;OX, f;OOF ¶51 LOCA11ON5 AN 171MgN510N5 NOTICE OF CO ENCEMENT A RECORDED C57ILIUST BE POSTED ON THE JOB SITE AT ME OF FIRST INSPECTION PERMIT NO. H 3--;0161zucFccioNon,60/5070 STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1111111 1111111111 11111 11111 11111111111011111 CF14 201.3802.44987 OR Bk 28501 Ps 2989; (1Ps) RECORDED 02/22/2013 1245:20 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street address: 6- 7 ,u(4" /623 7 7/ _331,5-0 2. Description of improvement ,-7,'4Fr, -7c) 3. Owner (s) name and address: le 62 -(-161) 7/ Interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: ,7;2 - . 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bon& $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8in addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b) 7., Florida Statutes: Name and address: 9. Expirati f ofConunenccment (the expiration date is 1 year from the date of recording unless a different date is specified) /, vP6-- r4-I-9(AL ANio Sworn to and • Notary Pub 111,A IesiticAse Print Notary's Name ii Pcj,V. irdig14,1 My Commission umacip",-0' •1.7•". Prepared by: /Cfr 4%7'35 • Address: 607 /-47-44g , 3 e7/2 eiliVE OF ROMA, WAVY OF DADE 1 HEREBY CERTIFY that this is a true copy of the original filed it? this office on day of A D 20 Nick], Seal. HARVEY , CLEW, of Circuit and County Courts BY /7-5-47/9 D.C. 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: 67 .21U' ( S% ./-72 City: Miami Shores County: Folio/Parcel#: // 4.3 GL3 /0 ''0 Is the Building Historically Designated: Yes Permit No. Master Permit No. ROOFING Miami Dade Zip: /.. C� NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ms's /O® ��� ����d��s� • Phone#: Address: 6 7, C t /a.3 5/ City: J ' C - jam des • State: /7 zip: .23 K. Tenant/Lessee Name: Phone#: Rmail: CONTRACTOR: Company Name: evo#9 .:7 s67k _2-: /C • Phone#: -3�6d / -/U166? • Address :: 146 7 e A.2 ,/e../ City: i/4 aie. 4. State: /1 Zip : -3.30/ Qualifier Name: i�A2 /4/.42v Le -4-1-10 Phone#: �eY /e-'60 State Certification or Registration #: CC"� /:&-z- 6-c' RS Certificate of Competency #: Contact Phone#: L 6-5'/ /060 Email Address: Co (7 7a'cicJ/ Q c-/sue c+-7/6, . c.-ce-1 DESIGNER: Architect/Engineer: Phone Value of Work for this Permit: $ 7 5-e-x) Square/Linear Footage of Work: / 2.'2 9 Type of Work: °Addition °Alteration °New l Repair/Replace °Demolition Description of Work: Tel - Psi 7;4-- /1) Color th .0 tile: ********* * * * * * ****** * ******** * * * * *** ** *F * **** ** **** ** ** * * * ***** *** * ********* ******* O� Submittal Fee $ Permit Fee $-_422 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ oW 'g.' d/0 1' 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 AlR CONDmONERS, 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 app; t ed t, ;fie' t ection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 0a, by e", //1214.,0 67,7 ,9s � own to me or who has produced who is personally known to me or who has produced, As identification and who did take an oath. as identification and who did take an oath. Signatur The foregoin instrument was acknowledged before me this /7 20 /2),by Pytet/PvI-0Z,4aIC7 ° day ofv = NOT PUBLIC: Si Print: My Commissi %NN%M * * * * * * * * * * * * * * * * * ** MARYLOZANQ :4. MY COMMISSION # DD 987053 a EXPIRES: June 16, 2014 Bonded Thru Notary Public Underwriters MAKR. LA LUPEL f�p{iT4Pt/;�i f.Notary Public - State of Florida My Comm. Expires Sep 11, 2016 el .Commission # EE 200620 ''' OF fl,•'�, Bonded Through National Notary Assn. tt1111N ********************************* * * * * * * * * * * * * ** * * ** * * * * * * ** * * * ** APPROVED BY j 7 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06/10/2009)(Revised 3/15/09) 08/22/2012 09:46 3052647666 VIP INS PAGE 08 DATE(MWEIDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/22/12 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 cordflcate holder is an ADDITIONAL INSURED, the poiicy(Ies) must be endorsed. If SUBROGATION 13 WAIVED, subJect to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this cottiflcate does not confer tiight$ to the eertlticate hoidar in, Ilou of ouch endorsement(*). PRODUCER • R-A E V,i,p Insurance Agency PH e 1535 SW 87 Ave Miami, FL 33174 Phone (305)286 -9666 INSURED Cods Roofing Inc 4675 East 10 Lana Hialeah, FL 33013- (305)681 -1060 Fax (305)264- 7666 PF(C0YVER CUSTOMER ID a; . . INSURER($) A frORDING COVERAGE INguRERp; Star.Indamnity & Liability Canipany . (R9U5r.R Rt; INSURER C : INSURER D ; . _. .. INSURER E ; INSURER F : givc, No): y NAIC COVERAGES ... CERTIFICATE NUMBER: REVISION NUMBER: *it 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED.ABOVE FOR THE POLICY 1 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, Le YYl _ . y _ TYPE OF INSURANCE.... __.. _ OCy4UMBER , IM$111" . (cIraWD� LIMITS ..__....___ .. GENERAL LIABILITY . EACH OCCURRENCE s . _ 11000,000.00 �pph(qi? TO RENTGD $ .._ ... 100.000.00 WI COMMERCIAL GENERAL LIABILITY PREMi863 (Eo ognrrrcrroe)_,_, I 1 1. CLAIMS -MADE Id. OCCUR 08120J2012 A I I Y MED E.P (Any one person) >i< 53000.00 08/20/2013 "" " `"- "'" ' ' PERSONAL a ADV INJURY S , ., 1, 000.000.00 ' GENERAL AGGREGATE $ 2,000.000.00 PRODUCTS- COMPIOPAGO 3 2,000,000.00 COMBINED SINGLE LIMIT (Ea sooldent) SIPG-GL00229 -01 GEN'L AGGREGATE LIMIT APPLIES PER: I. ^I POLICY I 1.5g8: I..•� Lam' ....._l.._ .J -_. AUTOMOBILE UABII.ilY I I ANY AUTO i_ .{I ALL OWNED AUTOS _r SCHEDULED AUTOS HIRED AUTO$ NON.OWNED AUTOS UMBRELLA LIAR ill OCCUR EXCESS LIAR I`7 CLAIMS -MADE Lr.] DEDUCTIBLE .1.7-1__IjET,,,j=NTMN. $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y R / N O FICEROIMEMBER E CLUPEDI CUTIVEI (Mandatory In NH) tryst describe under DESCRIPTION QF OPERATIDNS below IV 60011.? INJURY (Par omen) S BODILY INJURY per amid 9 • PRQPERV DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE _; TORY STA. $.L EACH ACCIDENT ' 3 .E.L. DISEASE - EA EMPLOYE S . E.L DISEASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS 1 LOCATIONS r VEHICLES (Atmab AOORD 101, AddlUonal Remarks Schedule, if more specs Is maul- aulrad} ROOFING COMPANY CERTIFICATE HOLDER MIAMI SHORE VILLAGE BUILDING DEPARTMENT 10080 N.E. 2ND. AVE. MIAMI SHORE, FL. 33138 _TAX; FAX; 305 - 756 -8972 ACORD 25 (2009109) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE ACCORDANCE WITH THE POLCY THEREOF, ROTVIS� WILL DELIVERED IN AUTHORIZED REPRESENTATIVE MARTA C. CARDENTEY titl 1988-2009 The ACORD name and logo are registered marks of ACORD CODAR -1 OP ID: LS 'A4........----- 'C °°Y CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 02119/2013 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 Phone: 561 - 392 -3300 Workers Compensation Group P 0 Box 410 Fax: 561 -361 -1132 Boca Raton, FL 33429 -0410 Workers Compensation Group CHOMNEACT Greg Carignan Mat a Ex) : 561- 392 -3300 FAX No): 561 - 361 -1132 ADDRESS: certs(workerscompgroup.com INSURER(S) AFFORDING COVERAGE NAIC #' INSURER A : Bridgefield Employers Ins 10701 INSURED Coda Roofing, Inc. 4678 East 10th Lane Hialeah, FL 33013 INSURER B : INSURER C : INSURER D : $ INSURER E : $ INSURER F : 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 TYPE OF INSURANCE ____I ADDL NSR SUBR WVD POLICY NUMBER POUCY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER —I POLICY n JECOT- n LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS (Ea axlitd SINGLE UMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ $ A WORKERS WORKERS COMPENSATION EMPLOYERS' LIABILITY AFYIPROPRIETORPE R/E ARLNE ECUTIVEY /MEMBER (Myyaeendatory In NH) describe under DESCRIPTION N OF OPERATIONS below /N N/A 830 -43536 01/01/2013 01/01/2014 X WC STATU- TORY LIMITS °N- ER E.L EACH ACCIDENT $ 1,000{000 $ 1,0000000 EL DISEASE - EA EMPLOYEE EL DISEASE - POUCY UMIT $ 1,0000000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space 1s required) CERTIFICATE HOLDER CANCELLATION MIAMIS3 Village of Miami Shores Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami -Dade My Home My Home jJikl I,wi;. Show Me: Property Information Search By: Select Item + ® Text only 1' Property Appraiser Tax Estimator !j Property Appraiser Tax Comparison 1 j Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 - 013 -1090 Property: 67 NW 103 ST Mailing EMILIANO DE PASQUAL Address: 1 Living Units: 67 NW 103 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33150- Property Information: Primary Zone: 0800 SGL FAMILY - 1701 -1900 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,182 Lot Size: 9,150 SQ FT Year Built: 1935 $50,000/ $56,760 36 52 42 31 52 42 MIAMI City: SHORES SEC 5 PB 10- Legal 47 LOT 17 & W1/2 LOT Description: 18 BLK 124 LOT SIZE 75.000 X 122 OR 18003- 4193 0398 1 OR 28047- 1978 0312 01 Assessment Information: Year: 2012 2011 Land Value: $40,484 $40,484 Building Value: $96,362 $96,474 Market Value: $136,846 $136,958 Assessed Value: $106,760 $103,651 Exemption Information: Taxable Value Information: Year: - 2012 2011 Homestead: frear: $25,000 $25,000 YES nd Homestead: YES Taxable Value Information: Year: 2012 2011 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $56,760 $50,000/ $53,651 County: $50,000/ $56,760 $50,000/ $53,651 City: $50,000/ $56,760 $50,000/ $53,651 School Board: $25,000/ $81,760 $25,000/ $78,651 Sale Information: Ic�ie nee• 1v1010 Page 1 of 2 ACTIVE TOOL: SELECT 41 gcliA n®IS Aerial Photography - 2012 My Home 1 Property Information 1 Property Taxes I My Neighborhood I Property Appraiser 0 Home 1 Using Our Site 1 Phone Directory 1 Privacy! Disclaimer 112ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property iv, Street Highway Miami -Dade County Water W+E http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/4/2013 HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name GOD", --a90/A--...6, ,1,UG Job Address 6 7 ,!/u) /& S%` - ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY OM ❑ Mechanically Fastened Tile 8''Mortar /Adhesive ❑ Metal Panel/Shingles ❑ Wood Shingles/S ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof fa Reroofing ❑ Recovering ❑ Repair ❑ Ma ROOF SYSTEM INFORMATION ® o era LAJ oof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /A027 • /,2-2 / Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 2 ance 0 0 CC w 0 ZONING DE BLDG DEPT 1 SUBJECT (O CCNIPLtNCE WITH ALL FEDERAL 0 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 1.3 =42 3)1- M, Y:03 ° Mrt ¢. O Product Approval M r ,...3 z ( P 6 . / x 7 ` • 3 / . 3 = / • 34- = Mr / Product Approval Mr 3 f 3 (P3:00.7 • x lr •.313 = _34.57)- Mr fr-C.4 = Mr3..3 VIC. Prodnct Approval Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistau a (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height --► Roof Slope , . 15' 20' 26' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 ' 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x l: = x w: = - _) - W: _ x cos 8.• = Fri: (P2: x 1: = x w: _ _� - VI,': x cos ® : - ±_ = Fn: (P3: x l: _ = x w: = ) - W: _x cos 8 ::= Fri: Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job She Roof Slope B Job Site Aeiodynamic Multiplier 1. • Product Approval Restoring Moment due to Oravity Mil Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance r Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions 1= Length w= width Product Approval All calculations must be submitted to the Building Official at the time ofpennit application. 1 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Penult Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Z c>aa/ 7 i� (7 . Product Approval Number: Coe - 622-2,2 . az? Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: —37/ P2: - 6k..J P3: °/G Maximum Design Pressure Product Approval Specific System: 3 /3 2 Method of file attachment. /267/F�cr.zel . Roof Slope: --� :12 Steep Sloped Roof System Description Deck Type: rti S n ype Underlay a t. Insulation: Fire Barrier: Ridge Ventilation? (77 Fastener Type & Spacing: dhesive Type: Mean Roof Height: /0' /7S' „-s , 7:, tea`' ype Cap Shdet :, Roof Covering: Type & Size Drip dge: 2 X3 - �/ 1 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R44,02.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. V 1. Aesthetics Worfananshlp: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 as part of the agreement between the owner and the contractor. 2. f Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be enailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). ng , Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. .E Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. / 5. TPonding 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. V 6. P Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. / t P Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It ma be beneficial to consider additional venting which can result in extending the service life of the roof. Revised on 7/9/2009 LD Date Contractor Signa Date DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.sov /sera 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 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07- 0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Tyne: Roofing Roofing Tiles Concrete Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing 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 Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof file 1 -5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1 -9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency, Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier, 7161 -03 Appendix III 94-084 94 -060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Date Dec. 1991 May 1994 March, 1994 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25- 7183 -6 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. W,PPOV D 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R.2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Evaluation 25 -7183 Calculations Walker Engineering, Inc. Evaluation Aerodynamic Multipliers Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set System Walker Engineering, Inc. Evaluation Restoring Moments Due to Calculations Gravity Nutting Engineers 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 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 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 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - 26 (ft3) Tile X, (ft3) X, (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens. Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall -On Systems Tile Profile Fastener_ Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mt (ft -Ibn for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3` 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProT"'. 4 Medium paddy placement of 24 grams of PolyPro TM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Mortar Set Systems Tile Profile Tile __ Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9b 5. Tile -Tite Roof Tile Mortar 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 SAXONY 900 TILE (LAKE WALES FL PLANT) 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. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL HOLES PROFILE DRAWING 1 5/32 " (slate) 19/32 (shake) 17" WATERLOCK 13° SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) 10, PROvED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE *7-1 F -�ik.41��11L NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220 -05 -E-06 St. Paul, MN. 55144-1000 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: 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft.3 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% NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency, Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Renort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1_\ F —W F' —,2J MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 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 uplift 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, 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 Roofmg 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 RTF1000 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 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 2 to 3 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date: 05/10/17 APPROVi Approval Date: 05 /10/12 Page 4 of 7 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY r NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7