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RF-15-42 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226249 Permit Number: RF-1-15-42 Scheduled Inspection Date:June 03,2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: MARIELA B ROVITO JTRS,AMINE Work Classification: Tile Job Address:9400 N BAYSHORE Drive Miami Shores, FL 33138- Phone Number (305)992-6776 Parcel Number 1132050100110 Project: <NONE> Contractor: Z ROOFING AND WATERPROOFING INC Phone: (305)885-9166 Building Department Comments RE-ROOF TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid June 02,2015 For Inspections please call: (305)762-4949 Page 3 of 28 a WIN ` E »j; m TEL 305-623-ROOF I FAX 305-384-1209 1 WWW2ROOFING.COM 12525 W 3 COURT,HIALEAH, FL 33010 SHEATHING INSPECTION REPORT Date: -s- / Job Address: 9400 N Bayshore Drive Permit No:RF-1-15-42 Property Owner: Amine Doukkah Contractor: Z ROOFING&WATERPROOFING, INC. Qualifier Name: AGUSTIN EXPOSITO License No: CC1329603 Mailing Address: 2525 West 3 Ct,Hialeah,FL 33010 1, AGUSTIN EXPOSITO ,do hereby affirm: That I have personally inspected the re nafi o t et �fh+ hangs- quiredy_Florida Building Code (FBC) Section,2322.2$ r fi aac ti Malt refe eaieed a ve and further state that the -s gt�fthe s�ie�ga�t�Ih� �� :+��'�i�e c�rr�nt ec�itibn of the Florida Building Code ��eions meets the requirements of tfi `+� cue Florida Building Code sections 2322.2. - FBC Section 2322�2.Zr 'd' i have a net thickness o£not,l i inch when the span i nt�t noire tha:u 2 ilei tie spay i'ts not",-mare ice► , shall have stagged�ciu#s' tnd`shall` ''' s nails not `inch board nor three in each uivardt`eac "support. - FBC Section 2322.2.8 when existing roofs are re-roofed to the point that the existing roofing is removed down to the plywood sheathing, the existing roof sheathing shall be re-nailed with 8d ring shank nails (0.131 diameter by 2 I " long with a 0.281 diameter full round head). Power driven 8d nails shall be of the same d' ions. Nail spacing shall be six inches on center at panel edges six inches on center at ' iate supports, and where applicable 10d nails four inches on center over gables ends s Existing fasteners may be utilized to achieve such minimum spacing. S Contractor Signature ate //AduSTIN EXPOSITO ,having first duly sworn,does affirm the statement above to be true and co his;�r- knowledge. LISSETTE PA My COMMISSION#EB73987 S ` i g, n=:Jun 08,2015 FL NpmyDiiaout Aman CA NO rgtl8tnle .ta .4 wwwwww STATE LICENSED &INSURED-RESIDENTIAL_—COMMERCIAL—INDUSTRIAL WWW.ZROOFING.COM r' CIVI l' Reileh Engineering Corp. (Consultin8 Enguieer) 2370 S.W.123 Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Few 305-823-3300/305-884-8834 Website:www.reilehengineeringcom June 2,2015 Z Roofing and Waterproofing, Inc. 2525 West 3 Court Hialeah,Florida 33010 Project: ROOF TILE UPLIFT TEST RE_PORT Residential Home 9400 North Bayshore Drive Miami Shores,Florida Information provided by client: Permit Number: RF-15-42 Date Completion: May 22,2015 Roofing Contractor: Z Roofing and Waterproofing, Inc. Project Number:tuber: 15-0480 j (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 forfield 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 Eagle Bel Air 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. x � used vht> � vv ct>nclude tth �llali+o , roi1, a xh xS 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 M!qKamad Sonny Salleh,P.E.49014 Project Manager T"UPLIFT TEST Residential Home 9400 North Bayshore Drive Miami Shores,Florida Reileh Engineering Corporation—Project Number-15-0480—Page 2 of 6 Report of TILE UPLIFT TEST for ' Residential Home 9400 North Bayshore Drive Miami Shores,Florida Pro'ect Number: 15-0480 ' a+ 0 , _ i g e, -al S ' 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 24 35 Pass 25 35 Pass Reileh Engineering Corporation—Project Number-15-0480—Page 3 of 6 Test Number ` � aLgad` 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 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass Bench Engineering Corporation—Project Number-15-0480—Page 4 of 6 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass Reileh Engineering Corporation—Project Number-15-0480—Page 5 of 6 r I y .' 5 F �� is�� '� jai i ! ti — �fi5v —' `� 0 }4�La•°qf�Q�NGM. TestNulanbeir y. t. 'R b '��est-:Status r • 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 1 35 Pass Test 1-21 Corner, 22-34 Ridge Caps, 35-52 Perimeter, 53-114 Field Reileh Engineering Corporation—Project Number-15-0480—Page 6 of 6 46 9 106 16 no 107 I1 103 83 & 29 14 37 13 49 38 93 " 39 % 86 84 18 40 49 60 8D 17 103 @1 � � � 96 61 102 88 92 19 16 33 63' 30 % 97 62 I09 % 75 101 33 64 65 � - 89 91 69 99 B3 42 94 IOD 98 02 4 M 3 q3 33 3 2 91 02N 44 In 69 -A 94 90 Z8 40 n 9 10 41 U NUMl p OF 1 51' 1400 5f O 1a17a CAP 1e5f LOCA11ON FEW - 62 COUR m 110 5FMIUMP - 16P 7%M5 PMN TU Q CCOUR - 1 f'�tZIMC11;R 1715fMa,a s V L MNOT5 L00%Se I�'O4V O fz1 a CAI' - 0 COf2 R MA m 3'X 5' MROX,W 11;51'LOCA110N5 ANP IAA It ION5 Miami Shores Village z i 10050 N.E.2nd Avenue N � _£{' Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: l0/12/2015 Project Address Parcel Number Applicant 9400 N BAYSHORE Drive 1132050100110 AMINE DOUKKALI MARIELA B F Miami Shores, FL 33138- Block: Lot: Owner information Address Phone Cell AMINE DOUKKALI MARIELA B ROVITO 801 N VENETIAN Drive (305)992-6776 --- MIAMI BEACH FL 33139- 801 N VENETIAN Drive MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone Valuation: $ 28,980.00 Z ROOFING AND WATERPROOFING II (305)885-9166 (305)218-2605 Total Sq Feet: 4144 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE ROOF Inspection Type: Classification:Residential Tile In Progress Scanning:3 Up Lift Report Tin Cap Final Roof Cap Sheet Review Structural Review Structural Renailing Affidavit Review Roof Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Roof CCF $17.40 Review Roof DBPR Fee $5.25 Invoice# RF-1-15-54098 Review Roof DCA Fee $5.25 01/09/2015 Check#:8902 $50.00 $485.90 Education Surcharge $5.80 04/16/2015 Credit Card $485.90 $0.00 Permit Fee-New Roof $350.00 Pian Review Fee(Engineer) $80.00 Pian Review Fee(Engineer) $40.00 Scanning Fee $9.00 Technology Fee $23.20 Total: $535.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzo�Futn I authorize the above-named contractor to do the work stated. April 16,2015 A Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 16,2015 1 r Miami Shores Village RECEIVE gerBuilding Department 2015 , �� g p �a os 1 y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 6y• INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.RC-3-1/4 -,'Sq5 PERMIT APPLICATION Sub Permit Nod- ❑BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n p�,, {� CONTRACTOR DRAWINGS JOB ADDRESS: Rif(z�/N. I aysh o fe -b r f City: Miami Shores County: Miami Dade Zip: 351,36 Folio/Parcel#: 11-3201D-010-0 110 is the Building Historically Designated:Yes NO ✓ Occupancy Type: JFM Load: Construction Type:&oO�Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): M011 i e 10. Rove-to Phone#: Address:q!(L. Ba�/ShQYf (IVC. City: m I Q,IY)I S hc!� State: Zip: 33) Tenant/Lessee Name: Phone#: Email: ,- (r� CONTRACTOR:Company Name: nA Cl 9VIA tnG. Phone#:"D Address: 2525 ini C� , City:L"ILal-c Q,In State: Zip: 3150,D Qualifier Name: /� L� • )Cr?()f 7 Phone#: ') ZL$Z�(�S State Certification or Registration#: CCC 1 J 20t(00 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: `-- City: State: — Zip: Value of Work for this Permit:$ �.C190 `! Square/Linear Footage of Work: 'T !:H Type of Work: ❑ Addition ❑(�Alteration ❑( New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tiler C�P I-Pt�� ?,nval Submittal Fee$ •Vl ) Permit Fee$ �J® ' CCF$ �� y CO/CC$ Scanning Fee$ Cl °00 Radon Fee$ d��J DBPR$ S oZ Notary$ Technology Fee$ • �oZC7 Training/Education Fee$ Double Fee$ Structural Reviews$ H0 , GZ jQQ Bond$ � TOTAL FEE NOW DUE$ ��•� (Revised02/24/2014) • Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of s posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The f ego! instrument was acknowledged before me this _ 10( day of DEC)I21^'4-pq r 20 JL4 by 1 a day of 20 14 by FPOIle[(& FoVL �_who is personally known to � (70 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P BLIC: NOTARY P LIC: LISSETTE PAC MY COMMISSION#EE73987 Sign: °�a LISSETTE PACHECO 08, is Sign nom• MY COMMESION 0 EL173W jARv n A Pri nM:J=@ tots ex Print: t4iMG WARY W.Ndery V==RON Seal: Seal: �x�xrwws•�see�xa�•�s*��x*a�xa*�*as�ix *��*** �� rasr�xw*w+��xw+�w**�xse��sa�**s�aasa��sea*ea��>x*�xs�a��*�a�a**�xss*�x�*�x+�wm* I APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) , STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (1350) 487-•1395 ` 1940 NORTH MONROE STREET �-� TALLAHASSEE FL 323990783 EXPOSITO,AGUSTIN H Z ROOFING AND WATERPROOFING INC 2625 W 3 CT HIALEAH FL 33010 Congratulationsl with this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants; ow, DEPARTMENT QF BUSINESS AND and they keep Florida's economy strong. PROFE WV-REGULATION Every day we work to improve the way we do business in order to CCC1329603 :°' ` '"'. ld•L�; :•'.Q6/26/2014 serve you better. For inforrrrsuon about our services,please log onto www.myfloridalicanse.com. There you can find more information CERTII=IED RQQF;If�tt Ti'tAi��'IQFi� about our divisions and the regulations that Impact you,subscribe EXPOSITO,AG to department newsletters and loom more about the Department's•;.•.•• . °, Initiatives, Z ROOFING AND. r R' �1[&:INC li rQur mission at the Department is:License Eftidently,Regulate Fairly. ... • re constantly strive to serve you better so that you can serve your .rstomers. Thank you for doing business in Florida, IS CI1RTMED under the provisions of Ch.468 FS. and congratulations on your new licensel Expiradan daft:AUG 31.2010 1.1402WOMY22 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINE=SS AND PROFESSIONAL REGULATION CONSTRUCTION-INDUSTRY LICENSING BOARD cocinsaw The R.00FWG CONTRACTOR Named below IS CERTIFIED Undi~r the provisions of'Chapter 489 FS. I;xpiration date: AUG.31, 2016 •EXpQ[�0[�1T9;:ApCw`1rl)S�T�1� F.l • ,;;,,` '' ' �/ "+,�.r'' -�••�• -,—J•^• .lM"r�'• J.r ..,�>S� �i "- .'t, •'. "•'••.• •r' L '♦sN♦\°\. °', '' �•F M r \\,t �d,a!f...� !_�..e.'�.._''�•"'•,.+F:"n�RbP+' °•."-v `••'."�k4ri.� .. h� e� '�♦ ..�•.:.L..}.�,-,.�..h��:.w�`...`:•.�.,tia�].�•: ISGUED: OSPA O14 DISPLAY AS REQUIRED BY LAW stag L1406280000722 170/60 39Vd JNId00Zi OBIZOBZZ906 5T:01 510Z/60/10 , : ooea�e ~ r Tax . .. ^ ' ` Cl��. Mate . � •�•F�•�' ,.� .� . -THIS IS •N'.QfiA•QU.L - DO NOYPAY' i 6749". A �'��i4�f+tx+tvtle��o��ll�ii�+ Ra��=sacci• ••. :. ; .: . . Z.ROFJ iG:&WATIRROPHNG-INC 2525-W S-Cr 3 b�dispta�ted.�Plaa�a,of bttslFleae F1KIYAH,15$3010 ant-W County Code ChapWrSA•-Art.SS 10 OVV1�m 8EC. pV�P;6=qP BUSINESS PAYMENT RMOWVUb Z ROORNG&WATERROOF'ING INC 198 SPECIALTY BUILDING CONT-IMO-01, OV Tax CQLLECTOat 1Norke*) 1 CCC1328803 W.00 08/07/2014 CHECK21--14-045774 TW Imcw BaslaenTaxiesoeipt a*aaatinaa payment of dis Lo=l S.Wo ss Tax.IN Re is not a 1190Nsa, psiglit;orar�rtifiaatinq.otthelmldar'sqquuelUfoatlgns,ODdobuefaass.Holdarpu►.stly�aPtyIauYgovmogkalAel or nP ��I: ��Y laws alldmgaiinn�►ta which appi>r to ffio hltJfL The•RECEtPT i�0.abava mnm•!m dksptayod aq eU•aoiulRa[otek rehialas-dlAjsgi. .�1e Sea iln•,TJ6. `f' �'� ' Por Au►Ie foformatiou.visit t b0fb0 39Gd 9NIJOCIN 08TZ08ZZ506 51:01 5TOZ/60/T0 ,4co o� CERTIFICATE OF LIABILITY INSURANCE °x01109 , Q1/09/201 S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRM*11VELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT Ba1WEEN THE ISSUING INSURER(S), AUTHORrZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: !!the certificate holder IS an ADDITIONAL INSURED,the poiicy(les)must be endorsed. It SUSROGAYION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this cerocate does not confer rights to the certificate holder in Qeu of such endorsement(s). PRODUCER HrACT Bouchard Insurance for WBS PPI NEEmu 888 Q3.3GW a d.62g��c o: P.O.BaX 6090 Clearwater,Fl.33758-6090 - - INsursElasP aFFORo1No aoveAAge _-•• . _ _ M Wit ERA:AmertcanLurlc�Insurance Cpmoarn _ 40142 RISURED INSURER B Workfotoe Business Services,Inc,AIL Emp:Z Roofing&Waterproofing Inc 1401 Manatee Ave.West Ste S00 wsLR 0'0 —_ - Bradenton,FL 34205-6708 INSUFM O: INSURER FI COVERAGES CERTIFICATE NUMBER:14FL078858142 REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES OF INSURANCIw LISTED BELOW HAVE BEEN ISSU D 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 OY 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. R TYPE OF INSURANCE wvo POLICYNUMSM LIMITS COMMERCIAL GENERAL LIABUTY EACH CURRENCE $ CLAIMS-MADE U SJR SRS = S _.. PERSONAL&ADV INJURY S GEN'LAGGREGATELIMITAPFIJESPER, GENERALAOG $ POLICY lJ 2ROOTT LCC PRODU S-COMPIOP S 5 AUTOMOBILE LIABrLITY 5 ANY AUTO S0MY INJURY(Per Eon M) $ LL A �ED SC EDULED SODILY INJURY(Pur ee�nq 5 �~ HIRED AUTOS AUTOS UMBRELLA LAB OCCUR RA94 OCCURRENCE $ .. BXCPBS LIAR - CLAIMS-MADE AGGRE TB S _ DED I RE-MMON$ W COMPNSATION END EMPLOYERS'LIAMLRY ANY PRCPRIETORfPARTNF.Rf D=UTIVE YIN EA ACCIDENT1 D00 000 A OFFICERMEMBER EXCLUDEC9 N 1 A WC 90^OQ$48 04 12131!2014 12/31/2015 . (Mmmliftly In NHI N.L.010PSE-EA LO $ 1,000.000 doawi N'OF TIONS t.W ILL DISEASE-POLICY LIMIT S 9,000.000 Location Coverage Period: 121312014 12/31/2015 Client# 054151 00SCRIPTICH OF OPERATIONS 1 LOCATIONS f VEHICLES(ACORN 157,Add!&W RWBWM 60"u1n,Mq be Mnhaa I mono span to MgUb%Q Cumvp Is pmvldsd for Z Roofing&Waterproofing Inc anPy mase eo-eloyees 2525 West 3 Ct of,but not wbdors Hialeah,FL 33010 to: CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 Northeast 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN Mlaml Shores,FL 33138 ACCOR"NCE WITH THE POLICY PROVISIONS. wU7}IiR¢E2 REIC�WWATW9 r—; 988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo we registered marks of ACORD 170/10 3E)Vd JNIA00H 08TZ08ZZ50E 51:01 SIOZ/60/10 . ; ♦5"BRI G Miami shores Village �:... p••• Building Department 10050 N.E.2nd Avenue IS"'-� Miami Shores, Florida 33138 Rmp' 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: rle(0, RDA fy Property Address: q400 W -toy bir- Roofing Permit Number: Dear Building Official: I Q certify that I am not required to retrofit the roof to wall connections of my rrb�/uilding because: ve�f'he just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑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) Rnv(+Io Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this da o LISSETTE PACHLIL My COAq(VIISSION#EE739J EXPU ES:jug 08,2015 Notary Public, Sate of Florida at Larg °a ' Y "° °`'°�°`"�°` • When the just valuation of the structure for pupe aation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wal connection Hurricane Mitigation. Revised on 5/21/2009 J1-- 9-L DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE F4/16/2015 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(les)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 NCAOMTEACT Dolly Cardona Brown & Brown of Florida, Inc. PHONE (305)247-5121 FAX (305)248-8543 dba T.R. Jones & Co. 'MAIL DDRESS,dcardona@bbinsfl.coin 1780 N Krome Ave INSURER(S)AFFORDING COVERAGE NAIC# Homestead FL 33030 INSURER A:Security National Ins Co. 19879 INSURED INsuRERB:Kinsale Insurance Company 8920 Z Roofing & Waterproofing, Inc. INSURER C: 2500 W 3 Ct INSURER D: INSURER E: Hialeah FL 33010 1 INSURER F: COVERAGES CERTIFICATE NUMBER:15/16 COI - GL 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. WSR TYPE OF INSURANCE POLICY NUMBER POLICY LIMY EFF MPOM1DD EXP TR LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO F rk MERCIAL GENERAL LIABILITY PREMISES Ea RERFE'D $ 100,000 ACLAIMS-MADE 7 OCCUR &81121037 /11/2015 /11/2016 MED EXP(Any one parson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY JET PRO LOC $ AUTOMOBILE LIABILITYCOaMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 2,000,000 B EXCESS UAB HCLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ 060378362 /28/2015 /11/2016 $ WORKERS COMPENSATION V1C STATU OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,K more space is required) Roofing Contractor License #CCC1329603 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Northeast 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Fausto Alvarez/JLSBRO ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(xiw5.ot The ACORD name and logo are registered marks of ACORD AC R® CERTIFICATE OF LIABILITY INSURANCE DATE 200 5' 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endomemeltt. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. Bouchard Insurance for WBS PHONE 866 293-3600 ext.623 FM. No): P.O.Box 6090 E-MAIL Clearwater,FL 33758-6090 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:American Zurich Insurance Company 40142 INSURED INSURER B: Workforce Business Services,Inc.Alt.Emp:Z Roofing&Waterproofing Inc INSURER C: 1401 Manatee Ave.West Ste 600 Bradenton,FL 34205-6708 INSURER D: INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:14FLO79859749 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. ADOL LINR TYPE OF INSURANCE B-Wn POLICY NUMBER POLICY EFF MPOUCY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTO CLAIMS-MADE FIOCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEMLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECTT F LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILJI YCOMBINED SINGLE 1.1711—a accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL ED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS AUTOSED Per PERdeTDAMAGE $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION X PER ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN NIA WCi90-00-818-04 12/31/2014 12/31/2015 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIA (Mandatory In H)EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000,000 (Mandatory In NH) K yes describe under DESG�RIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 12/31/2014 12/31/2015 Client# 054151 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached K more space Isreredr1s� Coverage is provided for Z Roofing&Waterproofing Inc Roofing Contractor License CCC 328603 only those co-employees 2525 West 3 Ct of,but not subcontractors Hialeah,FL 33010 to: CERTIFICATE HOLDER CANCELLATION Miami Shores VUlege SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 Northeast 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(20141011 The ACORD name and logo are registered marks of ACORD • 6 ' to r AM zN HIGWVELOCITY HURRICANE ZONES C AMML MM �q UPY ► JAN 0 9 015 Florida Building Code Edition 2010 High Vekdty Huffkww Zone Uniform pemdl Appftft Forth. : Section A (General Infonnation) Master Permit No. Process No. Contractor's Name ZF19mora Hj .•••• t •.'----0000 0000.. JobAddreseleat : 0000.. ROOF CATEGORY 000000 ••••• • 0000 0000 . . • 0000 0000 00000 ❑ Low Slope ❑ Mechanically Fastened Tile IN MortadJA4haW re get'Ule 0 0 0 0.0 00 ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shing hakes•:••• Shingles 000000 0 0• • ❑ Prescriptive BUR-RAS 150 0000.. ■ • '000000 • • • • 0 •00000 ROOF TYPE '•• 0 • ••• 0 • • 00 0 ❑ New Roof M Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 4539 SectionB (Roof Plan) Sketch Roof Pian: illustrate all levels and sections, roof drains scuppers,. ppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of PEP K40rp,4 l ,.� ;.. • —i ' t i... M V p off y ut Arm wg%he a..' • • • • 2010 FLORIDA BUILDING CODE—RESIDENTIAL AA 91 s • •••••• :tib' ,, , !� ASK. , ..•� '.y •ro� • • • •••• •••• ••••• •••• •••• •••••• •••• •• •• • •••••• • • • • • • • • • e^. ' VZ- --- /�, a .• N -----1 `«\ 1_ i 2OLI • HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Unftm Pemdt Application Form. Section C (Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (If a Component is not used,identify as"NA*) Field:•=oc @ Lap,#Rows ,°oc System Manufacturer Perimeter: "000 Lap,#Rows_„Soo, oc NOA No.: comer__OC p. Rte. ° Le ' •••'-- ••• •••• • oc �— Design Wind Pressures,From RAS 128 or Calculations: •••••• • Number of Fasteners Ver Insulation Osseo* P1: 132: P3: Board ' • • sees 0 Max.Design Pressure.From the Specific NOA Field Perime •r • "" ••••• System: • • Deck: 111 to Compon oted aAW •••••• Type: He as Applicap or '. oodblocking, Gutte, Fidge 'Panrii16on, ''''•• Gauge/Thickness: tripping, Flashing, •,Qrtbrtuious G�1 •Cant :sees: Strip, Base Flashing, Counter-•gF�as�ing, Slope: Coping,Etc. " • Anchor/Base Sheet&No.of Ply(s): Indicate Mean.Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sheet Fastener/Bonding Mat al: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base Layer. Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base insulation FastenerBonding tenial: Top Insulation Layer: FT. Top Insulation Size and Th ss: Parapet To Insulation F Heioht Top �steher onding Material: Base Sheet(s)o No of Ply(s): Base Sheet Fas nermonding Material: i Mean Ply Sheets No.of Ply(s): Roof ,, Height Ply-Sheet FastenerBonding Material: . ' Top Ply: ° Top Ply Fastenerf-Bonding.11#ateriai: ` a � Surfacing: IL 44.22 2010 FLORIDA BUILDING CODE—.RpsunpNmac t HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High VekdW Hurricane Zone Unobnn Pem*Appft&don Form. Section Q (Steep Sloped Roof System) Roof System Manufacturer: IL 0&9 Product Approval Number: I 2_��3�.0 4 •••• • 0000 0000.. • . , • 0000.. Minimum Design Wind Pressures, N Applicable(From RAS 127•wbalculations): .••••. • 0000 0000 0000 P1. °I. 1 P2. .., P3:-1 �- 0000 '••••' 0000. : . . . • • 000.0 Maximum Design Pressure '• '' •••• 0600 0 0• Product Approval Specific system: .1{ :00:0: '. . 0 0 : 0 00000• c Method of the attachment �nr� Nl�rlt uron ?Qd dei•••• •• :•: :00..: • - . Steep Sloped Roof System Descri tion Deck Type: tr wood ype tlnderlayment- Roof Slope: }��( [-�- Insulation: • : 12 AA Fire Barrier: Nfl Ridge Ventilation? Fastener Type&Spacing: ISTD . . • 12BA.fW 6"o.e.1 b .e.emw stilt taps dhesive Type: N $I ype Cap Sheet: Talreo FS 24DO t 12-®x}20.02 oof Covering: —' Mean Roof Height:. Type&Size Drip • X 2010 FLORIDA BUILDING CODE—RESIDENTIAL 44.23 . 1 • • • • • t C ••••• •• • • • •••••• •••• •• •• ry�ytet Cr'- • HIGHWELOCITY HURRICANE ZONES Florida Building Cale Edition 2010 High V90ft Hurricane Zone Ufflwm Perm#Appkation Form. Section E (Tile Calculations) : For Moment based tile systems,choose either Method 1 or 2.Compared the values for Mr With the values tram Mf If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable 0000 _ 0000 Method 1 "Moment Based Tile Calculations PerRAS.12r. 0000.• �,�,• (Pt:•3q.) x� __' - Mr .59 "Mrt ProductAppitt;JMr . •' •.• . (Pa. x;L atn_. ISM�- M f 4.50l m Mr Predict App�+nbM. (P3rJW X A •fig m )- M�07.� =M Product Apprevnl.Mr . . . 0000.• . 0000 0000 . • . Method 2"Simplified Tile Calculation Per Table BeI6100 6 '0#000 0 00 0 C Required Moment of Resistance Mr)From Table Below mo .•.•' 00:000 Produet Ai pr&! i •0 0 0 0• Mr Required Moment Resistance" • • • • ; 0000. ; Mean Roof Height ♦ • • • Roof Slope IV 20' 2r '..• �0' ••4p� 1.000:: 2:12 34.4 36.6 38.2 39.7 qJ : 3:12 32.2 34.4 36.0 37.4 39.8 : 4:12 30.4 32.2 33.8 36.1 37.3 : 8:12 28.4 30.1 31.6 32.8 34.9 8:12 26.4 28.0 29A 30.6 32.4 : 7:12 24A 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the 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 the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pt: x1:_= x w: W: x cos O.-_ F„: F : x w:_ )>W. :=x cos ps = Frz: Pf (P3:_x 1:+= x w:-_)-W: x cos 8.•_= Fr3: F Where to Obtain Information Description Symbol Where to find I mLp Pressure PI or P2 or P3 W 127 Table 1 or by an engirwring analysis prepared by PE based on ASCE 7 Mean Roof Height it Job Site Roof Slope 8 Job Site icMuhi tier ProductAppoval Resturing Moment due to Gravity win hoductApproyal Altachmeat Resistance M Product : Required Klownt ResWtaricc Calculated Minimum Attachment Resistance F' ProductApproyal Required UrAitt Resistance F Calculated Averay Tile Weight W Product Approval ; Tile Ditnensions la length product Appvd w-width All calculations must be samg unk lal at the tulle of'veratit applicadolL 44.24 2010 FLORIDA BUILDING CODE-RESIDENTIAL SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 govern the minimum requirements and standards of the industry for roofing system installations. •••• Additionally,the following items should be addressed as part of the agreement between the owner ant th%•••• �•••�• contractor.The owner's initial in the designated space indicates that the item has been explaidd; 0 • .00.00 :00000 0000.. 1. Aesthetics-Workmanship:the workmanship provisions of Section R44(i2a;ftr the purpose of providing that the roof system meets the wind resistance and water instruction perfornat"andawt." • Aesthetics(appearance)are not a consideration with respect to workmanship provisiont*Agsthetic is§6& ••••• such as color or architectural appearance,that are not part of a zoning code,should be ac Nssed A p ffof "'••• 00 00 0000 0000.. the agreement between the owner and the contractor. •• •. 2. _ '��Renailing wood decks:When replacing roofing,the existing wood roof deck may haVtVI2 •••�� renailed in accordance with the current provisions of Section R4403.(The roof deck is bsuall j concealed poor ;••'•; to removing the existing roof system). 060* • 3. A 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. 4. 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. 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.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. 6. Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided.It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. 7. — 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 not be reduced. It may be beneficial to consider additional venting which can result in a d' a service life of the r f. 11121 1 Owner/ ent's Signature` Date Contractor ' na Date 9 g Revised on 7/9/2009 LD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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 (NOA) www.miamidade.gov/sera Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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. • . . SSSS SSSS.. DESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,CAWD Ealfe••' SSSS;. Low Profile Concrete Tiles 069:96 • SSSS.. SSSS SSSS . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Vlit P,state arfff0 lowing';"• SS.. . . statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.SS. o ..• SSSS Ss so SSOS Soso.. RENEWAL of this NOA shall be considered after a renewal application has been filed ar V tht~rg has been rip change+•„• in the applicable building code negatively affecting the performance of this product. :""' o SSSS.. .. . • ••o TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chaiVe i;the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera.. NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using"Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12 '/4" nail holes. For adhesive set,direct deck or Thickness='/z" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof tile equipFed with two Concrete Tile W= 12 '/4" nail holes. For adhesive set,direr Mock or 0 0 0000 000000 Thickness=Y2" battened nail-on appllc ticis. 6 6 .0600. 000000 . 0000.. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete,poof6tile with slate finish► W= 12 '/4" equipped with two qa'it holes. FQr adhgsive set00,00.6. Thickness=%Z" direct deck or battenediidil-on applitdtions. 6 6:6.6 000060 . 00 06000 Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete."�o 0-* He wiesYalce finisY 6::6 Concrete Tile W= 12'/4" equipped with two*il doles. FQr adhesive spti66:6 Thickness=Y2" direct deck or battened nail-on a;phll4ions. 6 0 6 . 000006 .. 0000 Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brus&tci Anish Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%" direct deck or battened nail-on applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:12-0430.04 Expiration Date:10/05/16 VED AP 0 Approval Date: 08/02/12 Page 2 of 10 r ' 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/ReDort Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 0000 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing; .•. x9614. 1991.. • Engineering,Inc. TAS 102 ' 0000.. 0000.. . 0000.. The Center for Applied 25-7214-(1,5,&8) Static Uplift Testing..• ..: March, 1995 • • 90900 Engineering,Inc. TAS 102 0 0 0000 .0.0 ..0. .000 00000 The Center for Applied 25-7487-2 Static Uplift Testing...... 0 Qec. 1995.:..* Engineering,Inc. TAS 102 00 00 0* ..' '.:..' 0.0 0 0. The Center for Applied 25-7496-(1 &4) Static Uplift Testing:":': Dec. 1995 '. Engineering,Inc. TAS 102 0000.. The Center for Applied 25-7804-6 Static Uplift Testing •• fie$. 199 Engineering,Inc. TAS 102 •• • Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 T � 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 in accordance with TAS 106 may required, refer to applicable building code. 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle,Ponderosa,Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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) 0000 Tile Profile Weight-W(lbf) Length-1 (ft) . • Wldta w(ft) 000 .0 Bel Air, Bel Air Double Eagle, 11.4 1.42 00. :0 0 ;q!® • ; Ponderosa, Golden Eagle, 004 000 0 . Ponderosa Double Eagle Flat Tile •• •••• ••• • 0000.. . .• 00000 90 Table 2: Aerodynamic Multipliers -A(ft ) " " "" "' 000000 0 Tile Profile 7►(ft ) (ft )•000.. ••0. :• 0 Batten Application Direst QLpk AlVilcation :,,o Bel Air, Bel Air Double Eagle, 0.301 00 0.278.0: ': ' Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 f Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" plywood) (min. 19132" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 ...98.2 Ponderosa 2#8 Screw 51.7 51.7 • ••.2 .4 ••• • Double 1-10d Smooth or Screw 24.3 24.3 •• ��.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 ... .: Shank Nail Eave Clip) ••�� •• 2-10d Smooth or Screw 35.5 35.5 ...... .34.8 ..; .• Shank Nails Field Clip) '.:.• .•• .• 2-10d Smooth or Screw 31.9 31.9 •32.2 Shank Nails Eave Clip) "' •' 2-10d Ring Shank Nails 50.3 65.5 3 1. Installation with a 4"file headlap and fasteners are located a min. of 2V2"from head of tile. � F NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Avera a weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 Ponderosa, Golden Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 Ponderosa Double Eagle Flat Tile 3 Lar a paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. sees .. Table 7: Attachment Resistance Expressed as a Moment-M4(4=111) ' for Mortar Set Systems 0**:** : .•. :. Tile Tile ••• ttachngpt Profile Application •....Resit ... Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set Eagle, Ponderosa Double Eagle Flat Tile •• ••• • • 5 Tile-Tite Roof Tile Mortar. ;• NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 6 of 10 e ' 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". L e EAGLEI4 FLORIDA BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQumEMENT& 6.1 Application for building permit shall be accompanied by copies of the following: . . 0*000.• ... ...... 6.1.1 this Notice of Acceptance. •••• .• 6.1.2 Any other documents required by Building Official or Applicable building Cq&jJ1 ordet td ptaperlyg a 0 0 0 evaluate the installation of this system. Go*:** • • eggs *sea . . S e S 000* 0see 00000 09.00. . as 0.000 00 00 0000, Segs.. 9Sg:as 9 0 s 9 a .ease. 090000 9 a 0 e 000009 go 0 NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING id BEL AIR • •••• • • BEL AIR DOUBLE EAGLE NOA No.:12-0430.04 SAM Expiration Date:10/05/16 Approval Date: 08/02/12 Page 8 of 10 7 � 1 sl PONDEROSA Goes • • • • 0000 060000 6• • • • • •.•G0• • 060.0• • 000 • • • o ••••• •Goes • • • . . 006• •6.6•. '" • •• • • • o •• • • •0000• • • • •• • PONDEROSA DOUBLE EAGLE NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE 0000 0 0 . . 0006 0000.. . • .. • 0000.. • . .0600. 6 0000.. 0000.. 6000 600. . 0000 0000 00000 0000.. .. 0000. 00 60 0000 00.060 ...666 00 . . 0000.. 0000.. • . . 6 6 60. 0000.. NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 KIAMO MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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 (NOA) www.miamidade.eo0Dera 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 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 .... . . 0000 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo*oity,state a44igogwing •. statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein!•0;•• 0 0000.. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and theN has been rio change,.... 0000 0000 in the applicable building code negatively affecting the performance of this product. , 00 00;00' . . 00 00 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revisipp"change in the • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end&se3lc&t of aVypjWuct,ibt•••• sales,advertising or any other purposes shall automatically terminate this NOA.Failure to ctmply�with my section ot....; this NOA shall be cause for termination and removal of NOA. 0• •" ' 00 0 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: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Sipecifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: .°0660 . . 0000 0000.0 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NpA°;Mich list moment • resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 0 0 0 0*0 :00*00000000 roof tile adhesive. 0:0:90 0 :0000: 000 0000 . . 0 0 • • MANUFACTURING LOCATION: 0 0 0 0 .00:00 0•' 0' 0000.. 0000. 1. Tomball,TX. 0 0 0 0 • .0 .0 0... 0000.. . .. 0 0 ..0 0 . • . . 0 0 000000 PHYSICAL PROPERTIES: :90000 • 0 0 • 000000 Property Test Resdits 0' 0 ° Density ASTM D 1622 1.6 Ibs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 Page 2 of 7 4 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 Test Identifier Test Name/Reaort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 ."". 520109-6 .•. "" "`�'` 520109-7 " •••'• • 520191-1 TAS 101 •�•; 03/0;/99 520109-2-1 .... .... :""� LIMITATIONS: ":": •"• `•"` !. .. .... ...... 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assevabl;.:w fire rating. • 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&'high j6pkiiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standa4M;:20. ••• ""� 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Akesive 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. F W 2 F'= 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 rile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0 (B). 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 RTF 1000 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 3MTM0J;0 Component Foam Roof Tile Adhesive AH-160 has been dispensed. • •0000• 0000+. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum pa4VFAg;t sha)j.Jv.& '. accordance with the Placement Details'herein. Each generic tile profile requires the slit:fd placement noted •'+••• herein. 0••••0000• '••••• + 0000. Table 1:Adhesive Placement For Each Generic Tile Profile•0+•++ + ++ 00:0+6 Tile Profile Placement Detail Single Paddy Weight TATAIldy Weif$f per 0.00:0 Mn.(grams) p!ddy1w.(graml) 0000:0 Flat,Low,High Profiles #1 35 /A • :+000: High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an •• N/A +• :•: 0 • Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 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 Nd ftv*pboft Cement Ndftv*pbft Pa"PORIOTPA underwiment 1 1 ° ____ 101n. 2 Fack Feeda ffeephdo =Nee* EM COMBO 0* EmdwAft se Emom KeepedWa4pm KeepedWoWn e• 006. 4 hL up fmm weephoies 4haptamweephdo 0 4,00000, 0 NO Wou9b pleft=Wd 1)Place WWj8b afteft to UNM 17 to 23 9.an"appi1m Nd low*iota cemw **so: squarownin, I 'WoMeponve 00000 2)Turn owme upside dw&Place WmM 12 hL *s0000 Tol h0mmoviftedpofeuvwth o 0 0 • o I Then MW ft ft 0 aso 000 0:00 0 0 00 0000 unowimt • 0000 00000 0 10 • 4b 0*0:0 0 00000 0 0 EWCOM 0*00: 0 Ens Chm EMOMMO* Ke Now" M:=:*-4ftL up Fasch COMBOthe Abuttosen deoaeeof ponSeLEBomemendof panviWOMOSIM Wateneft Emdmn YMe Feeds 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 Nap ftw*plaft mnent Pally(BMOOTUB) w bush pkft cmmd PawmenOOT116) un1waiumnt ° a 7 In:qi in. 2 In. 0 Fad Fascla wewmh % Ears Coo Emdosm Es"clan 00 edp Nall through pkdc cKnKd Pa*PNOOTUO) uwwkpent 7 In. n. 0 *000 fog*:* 99:0 00*0 :000:6 **of: Em Closure EmCmm so 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 Nall#nqh plesfic cement Pak Nall!through plastic mnent Wngle paddy under tile D (between tile) single paddy between tug (under tile) hppm,xh" muse Only WN3hi single pR1W *,,43-11 n.x 3 In. : u U r die Tx3in. 7 4 In. 2 In. Spaddy on 2 in. 41n. paddy under- under- *Mnt single paddy Feecla Eave COMBO on top of the W091111cle single d paddy In.X 7 In.MWn END Em Blom on top af lie dw paddy eave % CourseDrIpedge Fad course c* Nall Omgh plastic earned ongle paddy under die single paddy between lie 00*0 0 0 • 00 060: 6006:0 0 :00606 0 0::0.: • 0 00000 0 0000*0 0 : 41n. : 00*0 RM3 Im x 3 If L 0000 00*0 0 0 1 0 • 0 • Single paddy *000 0000 40:000 on underlayment 2 n. 00:00: 0 00 000*0 00:00 0 6600:0 ::0::. • 0 0 a 0 EmClasm 0 • :900:0 00 00:0 single paddy • 000 0 : 0 • *6000 on tap adf lie 00 0 00 :0: 0 0 Emcom Famb ob paddy me muse Only 00 0 END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 Page 7 of 7 MIAHM 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Tarco Specialty Products,Inc. One Information Way,y,Suite 225 Little Rock,AR 72202 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: Tarco Roofing Membranes and Underlayments •••• •••••• LABELING:Each unit shall bear a permanent label with the manufacturer's name tltioge,city estate• ••••0• and following statement: "Miami-Dade County Product Control Approved",unless 84fleMse noted • ....; herein. • .... .... ..... RENEWAL of this NOA shall be considered after a renewal application has been f led and there has.• ..:..' been no change in the applicable building code negatively affecting the performance of this produe;•• 0000:0 ...... . • TERMINATION of this NOA will occur after the expiration date or if there has bden it rIvisiou or . ....;. change in the materials,use,and/or manufacture of the product or process.Misuse of this►NOA as an 0 0 -0000 endorsement of any product,for sales,advertising or any other purposes shall automatlCally tern�ftfr: • this NOA.Failure to comply with any section of this NOA shall be cause for termination and rem"al df NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0912.04 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:12-0420.02 Expiration Date: 01/25/17 i Approval Date: 10/03/13 Page 1 of 16 T ' ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Catep-orv: Underlayment Material: Asphalt,SBS,Polyester SCOPE: This acceptance is for Tarco Roofing Membrane and Underlayments,for use with approved prepared roof assemblies where the applicable TAS/ASTM specific underlayment is specified and installed with prescribed approved adhesives,fasteners and fastener densities,as described in this Notice of Acceptance;designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTS DESCRIPTION: Product Dimensions Test Specification Product Description 30#ASTM 3'x 72"rolls ASTM D226 Type I1 Asphalt saturated felt underlayment Specification Felt Manufacturing Location#1&#2 EasyLay 3' x 133' 4" ASTM D226 Type 11 Sheet material comprising a polyester Manufacturing rolls substrate coated with bituminous coating Location#2 for use as an underlayment in roofing applications. Designed as a shingle and metal roofing underlayment and for use in tile roofing assemblies when usgd•• with an approved TAS 143 tile • ecce •ecce• underlayment cap sheet000000 . ••ecce • Fiberglass Mineral 3'x 36'rolls ASTM D3909 Mineral surfaced glaS ber reinforc9d, ,• ••, Surfaced Roll asphalt coated roll roofaa for hot aaa Roofing orc old process applivatiKx% ••• e ••••• Manufacturing ••ecce • ee eeieee Location#1 •• ee ecce •••••• ASTM Organic 3' x 36'rolls ASTM D6380 Asphalt saturated gr nular*GsurfaqV teeft ••••%• Tile Underlayment Type lI underlayment for hd mpp,applicItion. ;e e•; Manufacturinge e e • e•e e : • • Location#1 EasyMop SBS 3' x 36'rolls TAS 104 Granular surfaced polyester reinforced, Manufacturing SBS modified bituminous membrane for Location#1 hot mop or cold process application. Designed as a tile roofing underlayment. NOA No.:12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 2 of 16 z ` Product Dimensions Test Specification Product Description Fast90 3' x 36' rolls TAS 103 Granular surfaced,asphalt-impregnated Manufacturing ASTM D249 organic felt reinforced,bituminous sheet Location#1 ASTM D6380 material with a self-adhesive bottom layer,for use as an underlayment in sloped roof assemblies. Designed as a tile roofing underlayment. PS200"` 3' x 66'8"rolls TAS 103 Fabric surfaced,fiberglass reinforced, Manufacturing ASTM D1970 SBS modified bituminous sheet material Location#1&#2 with a self-adhesive bottom layer,for use as an underlayment in sloped roof assemblies. Designed as a shingle,tile and metal roofing underlayment. PS200'4u 3' x 66'8"rolls ASTM D1970 Film surfaced,fiberglass reinforced, Manufacturing SBS modified bituminous sheet material Location#1 &#2 with a self-adhesive bottom layer,for use as an underlayment in sloped roof assemblies. Designed as a metal and shingle roofing underlayment. MS300 3' x 66'8"rolls ASTM D1970 Fine granular surfaced,fiberglass Manufacturing 3' x 33'4"rolls reinforced,bituminous sheet material Location#1&#2 with a self-adhesive bottom layer,for use as an underlayment in sloped roof assemblies. Designed as an ice and.. water shield,and a ghing roofi;S••• •••• • underlayment. 000000•• • .*of** SS400 3'x 66'8"rolls ASTM D1970 Smooth surfaced,fibe4ass reinforced, Manufacturing 3'x 33'4"rolls bituminous sheet m#terW with a self • • Location#1&#2 adhesive bottom layet,•fdr use as ilii•• ••;•• underlayment in sloje�•rbof ass&nbfits. '•'•' • •• .. ••1••• Designed as an ice;lj rater shierand •• a shingle and metal roofing • underlayment. see 0 NR500HT 3'x 66'8"rolls ASTM D1970 Film surfaced,non-reinforced, •,.9•; • Manufacturing bituminous sheet material with a self- Location#3 adhesive bottom layer,for use as an underlayment in sloped roof assemblies. Designed as an ice and waxer shield,and a shingle and metal roofing underlayment. NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 3 of 16 MANUFACTURING LOCATIONS: 1. Greencastle,PA 2. Belton,TX 3. Coshocton,OH EVIDENCE SUBMITTED: Test Ap-encv Test Identifier Test Name/Report Date Atlantic&Carribean Roof ACRC06-013 TAS 103 06/14/06 Consulting,LLC PRI Asphalt Technologies TOT-003-02-01 ASTM D226 Type II 08/22/02 TOT-029-02-01 TAS 110,ASTM D249&D 6380 07/05/05 TOT-030-02-01 TAS 110,ASTM D249&D 6380 07/05/05 TOT-041-02-01 TAS 110,ASTM D226 Type II 05/24/06 TOT-042-02-01 ASTM D4798&ASTM G155 05/22/07 Trinity ERD T3580.10.06-2 TAS 103 10/26/06 T3580.10.06 TAS 103,ASTM D6380 10/12/06 T30160.08.09-R1 ASTM D1970 10/12/10 T10550.07.08 ASTM D4798&ASTM D1970 07/30/08 T32530.08.10 ASTM D1970 08/17/10 T33190.08.10 TAS 103 08/06/10 T43930.09.13-R2 TAS 104 09/11/13 T40790.04.12 ASTM D6380 04/06/12 T40780.04.12 ASTM D3909 04/06/12 T37610.07.11 TAS 114-D 07/29/11 0000 IRT-Arson IRT07-0006 ASTM D1970 07A 407• 0 0 0 0.. IRT 07-0036 ASTM D1970 •••• : 02/g;j4$• • IRT08-0002 ASTM D1970 *00:00 02/22/08 *Osseo 000000 0 0. 0 0000 000.. 0000 40 . 0000 0000 0000. 0000.. . .. 0000. . . 0000 0000 0000.0 GENERAL LIMITATIONS—30#ASTM SPECIFICATION FELT: :00:0: ' as . 0 0 0 000000 1. Fire classification is not part of this acceptance;refer to a current Approved Roofigg Mate"alg" :0000: Directory for fire ratings of this product. •• • • ••• • 0 . 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall bein compliance with applicable building code. 3. 30#ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance listing ASTM D226 Type I1 felt as a component part of an assembly in the Notice of Acceptance. 4. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.:12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 4 of 16 INSTALLATION REQUIREMENTS—30#ASTM SPECIFICATION FELT. 1. 304 ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations(NRCA)when installing 30#Felt. 3. During installation of 30#Felt,comply with Occupational Safety and Health Administration (OSHA)safety standards;use common sense measures and adequate safety precautions to prevent accidents. 4. 30#ASTM Specification Felt shall be installed with a minimum 4"end lap in a shingle layer fashion and fastened as required by applicable system assemblies NOA or FBC 1518.2. GENERAL LIMITATIONS-EASYLAY: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. EasyLay shall be applied to a clean and dry surface. 4• EasyLay shall not be torched or hot mopped to. Refer to manufacturer's published literature for additional information. 6 6 6 9 5. EasyLay shall not be used on slopes less than 2:12,unless the slope is acceptable484he wedthef `••••• resistant covering. In general,on slopes less than 4:12,a double layer of Easyl•a�y is :666:6 '. .. 996 9 999969 recommended. • 6666.. Double layer application is best achieved b using 19"side laps,making sure tkc�s' a la s amo 9 ;0060: Y PP y g P g x} P . 6 `shingled in'to shed water. 0000 609 9 6•;•9 . . 6. When installing EasyLay,the roof system must include proper ventilation. 6666.9 . ... 66660 7. Refer to prepared roofing system Product Control Notice of Acceptance for li��$gproval of,6 *,' EasyLay with specific prepared roofing products. EasyLay may be used withany'a#proved roof covering Notice of Acceptance listing ASTM D 226 Type H felt as a compon¢nt Qa rt of ar;6*0 0 0 :6.6. assembly in the Notice of Acceptance. 00 • 6.9 6 9 8. 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. 9. EasyLay shall not be left exposed for longer than 30 days after application. 10. The manufacturer reserves the right to change product exposure period at any time;not to exceed the preceding maximum time limitations. NOA No.:12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 5 of 16 APPROVED ASSEMBLIES-EASYLAY: System E(1): Anchor sheet mechanically fastened to deck. Deck Type 1: Wood,Non-Insulated. Deck Description: Minimum 19/32"plywood or wood plank. Anchor/Base Sheet: One or more plies of EasyLay underlayment,with a minimum 4"wide side lap and a minimum 8"wide end lap,mechanically fastened to deck. Fastening: Approved nails and tin caps 6"o.c.within lap and two equally spaced staggered rows 12"o.c. in the field(for Anchor/Base sheet). Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type II felt. INSTALLATION REQUIREMENTS-EASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations CA when installing EasyLay. 3. During installation,comply with Occupational Safety and Health Administration(OSHA)safety standards;use common sense measures and adequate safety precautions to prevent accidents. 4. EasyLay shall be acceptable for use with asphaltic shingles,wood shakes and shingles,quarry slate,tile and metal roofing assemblies. 5 Re-fasten any loose decking panels,and check for protruding nail heads prior to the application of EasyLay. •••• 6. Place a full width piece of EasyLay,parallel to the eave(low)edge of the roes • • •• 7. Unroll EasyLay 2 to 3 feet,with the lay lines facing up,and position the end;;i• to the edge of •••••• the eave and rake. '••••• :....: .... .... . . 8. Install a few fasteners at the top,near the rake,and roll out the sheet to a maAagsable lengrtli...• ..�..• 9. Pull,straighten and align the sheet so that any wrinkles are eliminated and the Meet is eveln Alli ""• .. .. .... ...... the eave edge. •••••• •• 10. EasyLay shall be fastened with approved roofing nails and tin caps or approved cap nails;giy;V •••• • by hand or pneumatically,spaced 6"o.c.at all laps in the center of the seam'strea,•and tw8 ;...•; staggered rows fastened 12"o.c.in the field of the sheet. •• • .0•:•: • 11. When installing nails,apply so that the head of the nail is flush with the EasyLay surface,without cutting into the EasyLay surface. 12. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet. 13. Continue on to the end of the substrate and fasten down. 14. Align the next roll over the preceding sheet so as to form a minimum 4"overlap. NOA No.:12-0420.02 huAM W Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 6 of 16 15. Then install the just placed sheet,per instructions above. 16. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will flow over the top of EasyLay. 17. Apply subsequent sheets in the same manner,with 4"side laps and 6"end laps over the preceding sheets. 18. When the top course is reached,lap about 6"of EasyLay over the ridge. 19. Install EasyLay a minimum of 6"up any vertical surfaces. 20. Stagger the end laps a minimum of 18"from the preceding course. 21. After installing EasyLay on the field of the roof,install drip edge at the eaves(if used). 22. When applying EasyLay in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in the EasyLay. 23. Before applying horizontal sections of EasyLay,install a vertical length of EasyLay down the center of the valley. 24. Several sections of EasyLay can be used,but be certain to overlap the higher sections several inches so any water will flow over the top of the sheet. 25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other approved valley lining material. 26. Apply a minimum 1/16"thick uniform layer of SBS trowel grade modified flashing cement to water proof areas of EasyLay where any cuts or tears have occurred.Seams or joints may require the application of an SBS trowel grade modified flashing cement. 27. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. • "•+"••• •••••• ...... . ...... .... .... . . .... .... ..... GENERAL LEmTATIONS—FIBERGLASS MINERAL SURFACED ROI„), pOFIl'P ..• �.. 1. Fire classification is not part of this acceptance;refer to a current Approved Witlj Material§ •. Directory for fire ratings of this product. :•••:• "'"' 2. This acceptance is for prepared roofing applications. Minimum deck requiremeXTall be•in:•: compliance with applicable building codes. •• • 3. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 12-0420.02 I�uAM Expiration Date: 01/25/17 • Approval Date: 10/03/13 Page 7 of 16 INSTALLATION REQUIREMENTS—FIBERGLASS MINERAL SURFACED ROLL ROOFING: I Fiberglass Mineral Surfaced Roll Roofing may be used with any approved roof covering Notice of Acceptance listing Fiberglass Mineral Surfaced Roll Roofing as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D3909 roof membrane is specified and installed with prescribed approved asphalt,adhesives,fasteners and fastener densities per applicable FBC requirements. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations(NBCA)when installing Fiberglass Mineral Surfaced Roll Roofing. 3. During installation of Fiberglass Mineral Surfaced Roll Roofing,comply with Occupational Safety and Health Administration(OSHA)safety standards;use common sense measures and adequate safety precautions to prevent accidents. GENERAL LnuTATIONS—ASTM ORGANIC TILE UNDERLAYMENT: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building codes. 3. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. • .•.. •... . . 0 INSTALLATION REQUIREMENTS—ASTM ORGANIC TILE UNDERLWftENT: "" ":"• I, ASTM Organic Tile Underlayment may be used with any approved roof covesiojeVo8tice oto:o ' .•..�. Acceptance listing ASTM Organic Tile Underlayment as a component part of�trmbly in the •� Notice of Acceptance or wherever a ASTM D6380 roof membrane is specified and&stallPK Wjt% •••• • prescribed approved asphalt,adhesives,fasteners and fastener densities per alip_lioa%lle FBC0 �.... requirements. •00 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations(NBCA)when installing ASTM Organic Tile Underlayment. 3. During installation of ASTM Organic Tile Underlayment,comply with Occupational Safety and Health Administration(OSHA)safety standards;use common sense measures and adequate safety precautions to prevent accidents. NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 8 of 16 M GENERAL LIMITATIONS—EASYMOP SBS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco EasyMop SBS shall not be installed when any form of moisture such as water,dew,rain, etc. is present on the substrate. 4. Tarco EasyMop SBS are to be applied to a smooth,clean and dry surface,with the deck free from irregularities. 5. Ensure roof has positive drainage prior to installation of Tarco EasyMop SBS. 6. Tarco EasyMop SBS shall not be applied over a pre-existing roof membrane or system. 7. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 8 All tiles shall be staged(two tiles perpendicular to slope,four tiles on top parallel to slope)as per manufacturer's requirements,not to exceed 6-high,to the standard maximum roof pitch of 5 :12 for flat tiles and 6 :12 for lugged tiles(See Tile Staging Method diagram below). At roof slopes greater than the above limitations,the use of loading battens or toe boards are required to load the roof tile. Tile Staving Method a .Jr Front View- Staged Tiles(Slope Side View-Staged Til41s.(-Aope 1) ••�,;. 9. The manufacturer reserves the right to change the tile staging method at any tin-t&&;vmll as the ' ;••••: .... number of tiles stacked, not to exceed the preceding maximum number of tiles litntitNon. . ..... 10. Tarco EasyMop SBS shall not be left exposed as a temporary roof for longer than I jQ days after.•• •••" application. The manufacturer reserves the right to change product exposure ped pflt'any tir e*#,•• •"•:• not to exceed the preceding maximum time limitations. • NOA No.: 12-0420.02 MIAMMADE COUNTY Expiration Date: 01/25/17 • Approval Date: 10/03/13 Page 9 of 16 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco EasyMop SBS may be used with any approved roof coverings Notice of Acceptance listing Tarco EasyMop SBS or TAS 104 standard as a component part of an assembly in the Notice of Acceptance. If Tarco EasyMop SBS or the TAS 104 standards are 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 product,wind uplift resistance,and fire testing results. 12. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. APPROVED ASSEMBLIES—EASYMOP SBS: i System E(1): Anchor sheet mechanically fastened to deck, membrane adhered with hot asphalt or approved adhesive. Deck Type 1: Wood,Non-Insulated. Deck Description: Minimum 19/32"plywood,wood plank. Anchor/Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" wide side lap and a minimum 8"wide end lap,mechanically fastened to deck. Fastening: Approved nails and tin caps 6"o.c.within lap and two equally spaced staggered rows 12"o.c.in the field(for Anchor/Base sheet only). Membrane: EasyMop SBS applied to Anchor/Base Sheet with hot asphalt or with approved adhesive as specified in RAS 118, 119 or 120. (See#13 in Installation Requirements for back nailing) Surfacing: Approved Roof Assemblies as specified below. 0000 • 0000.. 0.000. 0000.. 0000•. • 0000.. • 0000.. 0000 0000 • '0000' 0000.• 0000 • • 0000 0000.. 0000.. • • • 0000.. • 0000.. • 0000 • NOA No.:12-0420.02 Expiration Date: 01/25/17 APPROVED1 Approval Date: 10/03/13 Page 10 of 16 INSTALLATION REQUIREMENTS—EASYMOP SBS: 1. Tarco EasyMop SBS shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations(NRCA)when installing EasyMop SBS. 3. During installation,comply with Occupational Safety and Health Administration(OSHA)safety standards;use common sense measures and adequate safety precautions to prevent accidents. 4. EasyMop SBS shall be an acceptable underlayment for mechanically fastened roof tile and adhered roof tile applications. 5. Re-fasten any loose decking panels,and check for protruding nail heads prior to the application of EasyMop SBS. 6. EasyMop SBS shall not be adhered directly over any pre-existing roof membrane. 7. All approved substrates are to be clean,dry and free of any loose debris or moisture prior to the application of the EasyMop SBS. Refer to applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars,flashing,valleys,liner,drip edge and concrete deck substrate with ASTM D 41 primer. 9. Applicator may cut EasyMop SBS into sections for workability and allow to relax prior to application. 10. Place EasyMop SBS over metal drip edge in accordance with RAS 111. 11. Install the first course of EasyMop SBS parallel to the eave edge. 12. It is recommended that end laps be staggered a minimum of 18"from the preceding course. 13. EasyMop SBS shall be back nailed along the head lap.The nails shall be, 11 gauge 11/4"approved ring shank type applied with a minimum of a 15/$"approved tin cap or approved capnail as required per the High Velocity Hurricane Zone(HVHZ)section of the FBC,at a minimum rate of 12"o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 14. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 0.9. • 0000.. 15. Vertical strapping of EasyMop SBS membranes is acceptable. •°• °"• .. 0000.. 0000.. 0000.. • 0000.. • 0000.. 0000 0000 • '0000' 0000.• 0000 • • �• 0000. • 0000 ....�. 0000.. • • 0069.. • 0000.. • 0.096: • . ... • 6. • 0,000 NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 11 of 16 T GENERAL LIMITATIONS—TARCO SELF-ADHERED UNDERLAYMENTS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco self adhering underlayments shall be applied only when material interface temperatures are 400 F and rising. 4. Tarco self-adhered underlayments shall not be installed when any form of moisture such as water, dew, rain,etc. is present on the substrate. 5. Tarco self-adhered underlayments are to be applied to a smooth, clean and dry surface,with the deck free from irregularities. 6. Ensure roof has positive drainage prior to installation of Tarco self-adhered underlayments. 7. Tarco self-adhered underlayments shall not be applied over a pre-existing roof membrane or system. 8. After installation of Tarco self-adhered membranes,wait a minimum of 48 hours before roof loading of tiles. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 10. All tiles shall be staged(two tiles perpendicular to slope,four tiles on top parallel to slope)as per manufacturer's requirements,not to exceed 6-high,to the standard maximum roof pitch of 6 :12 for flat tiles and 6 :12 for lugged tiles(See Tile Staging Method diagram below). At roof slopes greater than the above limitations,the use of loading battens or toe boards are required to load the roof tile. Tile Stating Method Front View- Staged Tiles (Slope >) Side View- Staged Tileytslbpe�) •• 11. The manufacturer reserves the right to change the tile staging method at any time as we'll as t4a•••• • number of tiles stacked not to exceed the preceding maximum number of tiles 1 itaf en. :•••• p g 0'n .. NOA No.: 12-0420.02 Mu4MWNWE Courrrr Expiration Date: 01/25/17 • Approval Date: 10/03/13 Page 12 of 16 12. EasyLay,PS200Aff..MS300, SS400,and NR500HTshall not be left exposed as a temporary roof for longer than 30 days after application. PS200HT shall not be left exposed as a temporary roof for longer than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time;not to exceed the preceding maximum time limitations. 13. NR500HT is not recommended for extreme high temperature environments such as under copper or zinc metal roofing. 14. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco self-adhered underlayments may be used with any approved roof coverings Notice of Acceptance listing Tarco self adhering underlayments or the ASTM standard which the self adhering underlayments meet as a component part of an assembly in the Notice of Acceptance. If Tarco self-adhered underlayments or the ASTM standards are 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 product,wind uplift resistance,and fire testing results. 15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. APPROVED ASSEMBLIES—TARCO SELF-ADHERED UNDERLAYMENTS System E(1): Anchor sheet mechanically fastened to deck,membrane adhered. Deck Type 1: Wood,Non-Insulated. Deck Description: Minimum 19/32"plywood,wood plank. Anchor/Base Sheet: One or more plies of ASTM D226 Type lI,ASTM D2626,or EasyLay underlayment,with a minimum 4"wide side lap and a minimum 8"wide end lap,mechanically fastened to deck. Fastening: Approved nails and tin caps 6"o.c.within lap and two equally spaced staggered rows 12"o.c.in the field(for Anchor/Base sheet only). Membrane: All Tarco self-adhered membranes applied to approved Ancbor/Base Sheet!*** ""%• • (See#15 in Installation Requirements for back nailing) '.•` ;...:. • •••••• • Approved Roof Assemblies as specified below. • Surfacing: PP P •.•:.. :•••• 0Y0000 •0000 • ' •0 •• 0000 • • 0 00 •000• 0.000: 0 • • 00 09 000 00 • 000000 0••0• • 0 • • • 000000 0 • •0000• • • • •00000 • ••0• •00 • • NOA No.: 12-0420.02 Expiration Date: 01/25/17 • r Approval Date: 10/03/13 Page 13 of 16 System F(1): Membrane self-adhered to concrete deck. Deck Type 3• Concrete,Non-Insulated. Deck Description: Structural concrete or concrete plank min.2500 psi. Deck Preperation• The concrete deck shall be clean and dry and cured for a minimum of 28 days. Anchor/Base Sheet: None Fastening: Membrane shall be back nailed with approved concrete fasteners and 15/8" approved tin caps at a maximum spacing of 9"o.c.at the head laps and be covered by the preceding layer.No back nail fasteners or tin caps shall remain exposed. Membrane: Tarco PS200HT self-adhered membrane applied directly to concrete deck. (See Fastening above for back nailing) Surfacing: Approved Roof Assemblies as specified below. INSTALLATION REQUIREMENTS—TARCO SELF-ADHERED UNDERLAYMENTS: I. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations(NBCA)when installing Tarco self adhering underlayments. 3. During installation,comply with Occupational Safety and Health Administration(OSHA)safety standards;use common sense measures and adequate safety precautions to prevent accidents. 4. Fast90 and PS200HT shall be acceptable underlayments for mechanically fastened roof tile and adhered roof tile applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles,wood shakes and shingles,and slate or simulated slate roof assemblies. PS200'`u and NR50e shall be acceptable underlayments for asphaltic shingles,wood shakes,shingles,and metal roof panel assemblies. 5. Re-fasten any loose decking panels,and check for protruding nail heads prior to the application of the Tarco self adhering underlayments. 6. Tarco self adhering underlayments shall not be adhered directly over any pre-existing roof.•••'. • membrane. + • + ` 7. All approved substrates are to be clean,dry and free of any loose debris or moi�t ,e,prior to 41'ie •••"' application of the Tarco self adhering underlayments. Refer applicable buildiPA 64des prior to` :.... installation to verify acceptable substrates. .... •'•'. 8. Prime all metal collars,flashing,valleys,liner,drip edge and concrete deck subs'Erale pith ASTD/1 •• `• D 41 primer,water based acrylic or water based polymer modified primer. 0*:„' °.:..• •••';' 9. Contractor may cut the underlayments into sections for workability and allow tj” rior to ....:. application. ••••• + • 10. Place the underlayments over metal drip edge in accordance with RAS 111. '..' �' ;•: ° 11. Install the first course of underlayment parallel to the eave edge. 12. Apply the underlayment,working from the center of the material continuously to the ends of the sheet(half of the length of the sheet is the center);taking care to avoid wrinkles and ridges. I NOA No.: 12-0420.02 IMIAM Expiration Date: 01/25/17 j •• Approval Date: 10/03/13 Page 14 of 16 I 1 } A 13. Remove the underlayments release film rapidly in a continuous fashion. Ensure the bottom adhesive side of the membrane does not adhere to its self. In the event this transpires,separate the two layers immediately. After some time,it may become impossible to do so without damaging the material. 14. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 15. Underlayments are to be back nailed along the head lap.The nails shall be, 11 gauge 11/4" approved ring shank type applied with a minimum of a 15/8"approved tin cap or approved capnail as required per the High Velocity Hurricane Zone(HVHZ)section of the FBC,at a minimum rate of 9"o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 16. Roll or broom the entire membrane surface paying special attention to all overlap areas"side laps, end laps,T joints"to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller may be used for steep slope applications. The use of a soft bristled push broom is acceptable on steeper slopes. The above mentioned procedures are necessary in order to apply uniform pressure and allow for contact of the membranes. 17. Apply 1/s"thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive/flashing cement throughout the contact area of the 6"granule over granule and fabric over fabric end laps. Once the aforementioned procedure has been completed,the membrane must then be hand rolled in place in order to ensure contact of membrane and achieve a minimum of 1/8 Ih,'asphaltic bleed out in designated area. 18. Tarco self adhering underlayments shall be applied to protrusions,slope changes,valleys,curbs, and other roof top penetrations before any other sections of the roof. 19. When applying underlayments in the valley,start at the low point and work to the high point, rolling the membrane from the center outward in each direction. 0000 20. For ridge applications,center the underlayment and roll from the center outward in.both • , • 0 6 0 0,6 directions. ' .. 6 • 000000 • 21. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof*ASWbly current "00 00 Product Control Notice of Acceptance and applicable Building Code. "00 0• 0 0 000.. 0000 0000 0 0 22. All protrusions or drains shall be initially taped with a 6"piece of like kind Ambnane. The•••• ••••• flashing tape shall be pressed in place and formed around the protrusion to erage a;ight Zt.,A•6 0.9.6 second layer of like kind membrane shall be applied over the flashing detail. •' 6 0 0000 00 00000* 999999 6 23. Vertical strapping of Tarco self adhering membranes is acceptable. 6 9 9960:0 so 900009 9 6 6 066900 96 9 0 096 00 9 9 NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 15 of 16 MANUFACTURER'S CONSIDERATIONS: 1. When using Fast90 and PS200HT in tile roofing applications,use of loading battens or toe boards on roof slopes greater than 6:12 and higher is recommended.When using EasyMop SBS in tile roofing applications,use of loading battens or toe boards on roof slopes greater than 5:12 for Flat Tiles and 6:12 for Lugged Tiles and higher is recommended. 2. Code body requirements supersede manufacturer's recommendations and installation guidelines. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of these materials. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. APPROVED END OF THIS ACCEPTANCE 9999 999• •999:9 ...... • ...... . ...... 9999 9999 . . .... 9999 ..�..o ...... . 99 9.99. i . . . . ...... .. . • 999 00 0 NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 16 of 16 .... Miami shores Village Building Department �OR1� 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel:(305)7852204 Fax:(305)756.8972 MUN SNORES VILLAGE NOTICE TO BUILDING DEPARTMENTCEI�TF� OF EMPLOYMENT AS SPECIAL INSPECTOR UNDERMAR 1 2015 FLORIDA BUILDING CODE LBY- THE I Me)have been retained by a.. ' K1.6.JOJ MA 'ID pe f m a hopecbor 90rWIces www the t &mw cc& at Bts 'Riga ^lvrL ct mt the b*n Ided as of S-(4 a- (dde)• am a - afd - am S#�e of PROCESS offlets - �'�"--�-�-- f; SPECIAL.WSPW=FOR PJ16,FOC 1822.1.20(R44046.1.2M o SPECIAL INSPECTOR FOR TRUSSM W LONG Oft SISI 2311172A.2{R44SM724M M" SPECIAL INSPECft FOR MASOMY.FITC 2122A(R44 A4) ® SPECIAL NVEC1101t FOR STEEL CMWWW,F8C 2218 P4U--.2) SPECIAL INSPECTOR FOR SOL COMPACTICK FSC 1820.3.1(R4494.4.3.1) d ITOR FOR PAST ATTA{2dTS,IAC 9Qi'.92(R44 9.l2) S ' SPECIAL ACTOR FOR ;"`� C� Note:t do nwhed bones amp .... 1Tte htdi sYM Py the Arm or me are t fn perform it w • 2. 3. 4. .® .. ...... 'Special hopeckn utiAV auftrized represeakdwo Shall Insure the auftdzed repawtative Is quaf46y education of • b pwbm the duties sesigned by the Sp .The shall include licenatm as I pn1 ••e••• or xdftct gtadudlt from an engineennil educaift progrw In ad or structurM 00.09 •• •• s• 9999•• . Fundanvulal Emninallmor or VmW c 1,(we)YA ratty MWW Sttmes Vftp Uft Depatneit of any dam reWft affimtzed pwwwW pefftming b"Pecoft• •••• svkes. • .9000. .. 0000 ► I,(we)undwsww ifrat a Special hupechDr,inspedw iog for each butt must be&#wyed in a cowenlot bcdon on t6 A for ralamm by the NOW Sty vbp&dit DWbront her 1n mandebory as re*W by the Fbf de U tg Code,maw be perbined by lhe Cody.The Vbp bum hopecibms mid be cded for on all memdaby amts. % ' htspec tim by the Special Inspeclar hied by 8m Owner are In adOw to the watidwy inspectim Wbmed by the Deparbf&d.F"ter.tit ommplelim of the wok under each Btdfg Pmfft I wA tea the Mdft Inspector at the thne of And Inspection the cwoeW Inspection log form and a saided ddwmt-adcadng that,to 1te best of aw lawiedge,belief and _VobswW'kdWrdd those Wbm of to wifted above meet ft kftt of the Farida &Mft Code and are In 4e the plans. 6id C.rea �6Mt?# i ROCHEU ENGINMIONG,INC. February 18,2015 REVISED Mr. Ismael Naranjo-Building Official Miami Shores Village Building Dept. 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Re: Doukkali Residence Remodeling 9400 N.Bayshore Drive Miami Shores,FL 33180 Permit Number: RF1542 Dear Building Official, The present letter is to notify to the concerned parties and corresponding authorities that I, Alexander Rochell, P.E., has visited the existing residential structure and has performed an inspection of the structural envelope,which includes the roof framing. The roof framing consists of pre-fabricated wood trusses spaced at 24"on center maximum with plywood sheathing. No visible deterioration could be observed on the wood roof framing during this inspection. The wood roof framing for this residence is functioning and in good condition. The connection of the trusses to the supporting walls are achieved by metal uplift straps at each truss. During the inspections some trusses located on the Garage area roof had to be re-strapped due to damage to the plywood sheathing. Additionally, a roof cricket has been installed to avoid any water infiltration into the roof framing. The required uplift strapping_of the existing roof members are in compliance with the 2010 Florida Building Code and Florida Statute 553.844. Should you have any question regarding the above,please do not hesitate to contact our office. 011161918110 Respectfully, EFtC3`;Ell ®�®® No 00735 - 2 as .7 Alexander Rochell,P.E.P-AL® STATE OF :QJJ Florida Professional Eng Registration No. 60735 .A .,® ' R®g? 205 SantiBane avenue,Coral Gables,FL 33134 Te;:305.649.4041,; Fax:305,649,4149