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RF-14-2537 sod Miami Shores Village � - �5 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138Y` Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(6 BUILDING Master Permit No. (=- `f- ���� PERMIT APPLICATIONsub Permit No. ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP Q _ y CONTRACTOR DRAWINGS JOB ADDRESS: e O q City: Miami Shores County: Miami Dade Zip: Folio/Parcel#. Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Luis Ar 1 R 5 Phone#: t3ft _ZT 'a®).9 Address° y/►� S City: /v��i CNVA 1 �] 6(fS State: r=1 M i IP 114 Zip: 33 i j 6 Tenant/Lessee Name: Phone#: Email: W,- 1,V1'S . A-1U49 0 6P4®1 L, C -pt"7 CONTRACTOR:Company Name: T *i'1 I'� Phone#: 11 _ 0 Address: q F. City: I State: 6i Zip: 3 3 Qualifier Name: � ����S f� 0I�I�y F('U 15 Phone#: 7 3 660 State Certification or Registration#: CCC. —®S-05 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Fbco Square/Linear Foota a of Work: 3 l Type of Work: ❑ Addition El Alteration F-1NewRepair/Replace ❑ Demolition Description of Work: 1'C_—ro©X 40 ®AtyI Ldlnc %rtV✓ Co1og- { fire Specify color of color thru tile: t n 1 Submittal Fee$ 6,.J ,v0 Permit Fee$ �� °W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ -FOXAL, ��� • - w t 7 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r(i)Signature Signature ONER G NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ^9 20 ( 'L-( by + day of ^'O vc.-. .20 I ,by G'y S 442'R_% .who is rsonally kno 9) C­�_^Ab..2 who i ersonally known 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 PUBLIC: NOTARY PUBLIC: Sign: 7A r N�orpil NoURry Sign• udwy Pam•Nm CI ri Prin tte my%Oumm."PRIM 019 2 11. *d 7*00 Now Nd"AM,,P �t0A6lSe APPROVED BY (1 Plans Examiner Zoning I � 91639 CONTRACTOR F R I.RED ,. Ater 489 FS. _. ' �rr�41 * ��4�t y�•.������N`.�yy .�. J`�,.,h [�'• F'4 b� y 4 .�"x;. a t,�` ISSUED: 0713012014 - S REQUIRED BY LAW SEQ# L1407300001608 ro„AM 001547 _ s` usinessTax Receipt County, State of Florida IS IS NOTA BILL — [m NOT PAY 4067286 y BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES CONTRERA ROOFlNG CORP RENEWALSEPTEMBER 30, 2015 1416 MICHIGAN AVE 4245205 st be displayed at place of business MIAMI BEACH FL 33139 Pursuant to County Code Chapter 8A—Art.9&10 r' SEC.TYPE OF BUSINESS OWNER SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 198 CONTRERA ROORNG CORP 196 SPECIALTY BY TAX COLLECTOR Worker(s) 2 $45.00 08/20/2014 CHECK21-14-052197 This Laval Business Tax Receipt only couffrms payment of the Local Business Tax The Receipt Is not a license, a permit ora certification of theLolder''s qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sac M47ti. gg 4 For mare inforrneLon,visit vwdvw.anamidade gaylteacoileaor I e 1 _ r SEW L0906090077 } - .4uti sF> '86w•F s'xF "` �� tri �r� a c 009 0�80 SS - „ �. .. kal on date a �a -SATOT A -L_ �� ' t Y}} bo- � Tr A VMS- 3 313 ay� xi s r CEL"LES W DR&GO _. _ SECRETARY _ LAWt i , 11/7%2014 Florida Insurance Agency of Miami P.O. Hos 441340 ` Miami Fl 33144 LhSA: Endurance American Co. Contrera Roofing Corp 900 144 NE 26 St Miami Fl 33137 MM . . 1 i9oKWWKAVE6 MM-To TOE i` BY ntNt fit Et# i$ 'COAL ' E` b .. r `} 00MRAL'UABUN{ CDC1000O753502 12/19/2014 : 12/19/2015 .p4g i6 $� Q(€ 1A Iii C _ Ps_nf. YOII 4 &AW, ,t ry s tt3$ l43 4 SATE' BO�L1 fN;�TRY 4 {(�'pdgpli} Atl°t tWLX-EA . :... OT ;A1� 1 fit00CtA :. Ab r Y, ,.. ... - gy�yy M. YC�jT y Aby f aw Roofing Contractor p ` oi,. p q ��..pp yipy�,y���• .: Miami Shores Villages ► � t GEit OOkl # k1a4#Jtit, Ok': 10050 NE 2 Ave Miami Shores, FL 33138 ' Rel .. ... ,.. . 0 .:`ai3iP :.,. i 5 _. . 95 a:•: CERTIFICATE OF LIABILITY INSURANCE 5/27/2014 producer. Lion Insurance Company This Certificate Is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage MAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Uon Insura Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of Insurance listed below have been issued to the Insured named above for the policy period frxpoated. Notwithstanding any requirement,tens or condition of any contract crother document with rasped 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.Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration LTR INSRD Type of Insurance Policy Number Date Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITi( Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made El Occur occurrence) Med Exp Personal Adv Injury eneral aggregate limit applies per: General Aggregate Pollcy ❑Project ❑ LOC Products-Comp/Op Agg UTOMOBILE LIABILITY Combines single unit Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESMMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2014 01/01/2615 X wC statu- OTH- Employers'Liability to omits ER Any proprietor/partner/executive officer/member E.1-Each Accident $1,000,000 excluded? NO E.L Disease-Fa Employee $1,000,000 If Yes,describe under special provisions below. E.L Disease-Policy Limits $1.�.�0 Other Llon Insurance Company Is A.M.Best Compa=rated A-(Excellent. AMB#12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Speciai Provisions: Client ID: 92 8-302 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc&Subsidiaries that are leased to the following'Client Company': Contrera Roofing Corp Coverage only applies to Injury Incurred by South East Personnel Leasing,Inc&Subsidiaries active employee(s),while working in:Fl- Coverage LCoverage does riot apply to statutory employee(s)or Independent wntractor(s)of the Client Company or any other entity. A Iist of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Prosect Name: ISSUE 05-27-14(ND) Bealn Data 3113/2014 CERTIFICATE HOLDER CANCELLATION Should any of the above described policies be cancelled before the expiration date thereof,the issuing MIAMI SHORES VILLAGE Insurer will endeavor to mail 30 days written notice to the certificate holder named to the ItA but failure to do so shall Impose no obligation or liability of any Idnd upon the Insurer,Its agents or representatives. 10050 N.E.2 AVENUE MIAMI SHORES FL 33138 b � i i PERTY APPRAISER O� IU"""E OF THE PRO . SummaryReport Generated On:11/18/2014 Property Information Folio: 11-2232-032-0340 u Property Address: 1496 NE 104 ST Owner LUIS DAVID BARJUN MARIA VELEZ 149NE 104 ST Mailing Address MIAMI SHORES,FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQA 0101 RESIDENTIAL-SINGLE s ' Primary Land Use ar FAMILY:1 UNIT _ Beds I Baths I Half 3/2/0 Floors 1 y Living-.Units 1 Actual Area 2,392 Sq.Ft � � Living Area 1,815 Sq.Ft Adjusted Area 2,092 Sq.Ft Lot Size 8,850 Sq.Ft Taxable Value Iriformation Year Bulk 1955 2014 2013 2012 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2014 2013 2012 Taxable Value $234,017 $229,820 $284,324 Land Value $177,194 $119,570 $152,704 School Board Building Value $156,021 $157,203 $178,542 Exemption Value $25,000 $25,000 $25,000 XF Value- 3,0161 $3,0471 $3,078 Taxable Value $259,017 $254,820 $309,324 Market Value $336,231 $279,8201 $334,324 City Assessed Value $284,017 $279,820 $334,324 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $234,017 $229,820 $284,324 Regional Benefit Type 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $52,214 Taxable Value $234,0171 $229,820 $284,324 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School previous OR Book- Board,City,Regional). Sale PricePageQualification Description Short Legal Description 05/27/2014 $100 29177-4889 Corrective,tax or QCD;min 9 p consideration RIVER BAY PARK ADDN PB 40-72 Corrective,tax or QCD;min 11/23/2011 $0 27934-2630 LOT 13 BLK 4 i consideration LOT SIZE 75.000 X 118 OR 15025-19510591 1 09/26/2011 $0 278441904 Corrective,tax or QCD;min COC 26156-3145 26219-13510108 1 consideration 09/26/2011 $400,000 278441901 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This_website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://wAiw.miamidade.gov/info/disciaimerasp I Version: CFR 20140763926 BOOK 29377 PAGE 3420 DATE 11/04/2014 04:14:53 PM DEED DOC 3,582.00 HARVEY RUMN,CLERK OF COURT MIA-DADE CTY 'Tim INSTRUmwr.SHOULD BE RETURN'TO 'Law Offices.ofPaola Guerrero,P.A.• 9900 3W:1Q7th Ave; :Su#Le•101 .1vliatni,FL.33I76 THIS INeKRUMP3'1.PREPARED.BY:. -ONE CONQUEST TITLE AND ESCROW 15800 PWS.BLVD•S.U1TE.205, .PRABROKEPINES,FL33027. .Pcopeitys Appraisers Parcel ld-Uffeabon(Folio)Nymbmr.11-2232.032-0340 i W17t1L1t.RANTY DEED .,•i Space Above this Lho Por Recordlcg Data TM WARRANTY DEED,,made the., day of October,2014 by Luta David Barjnn dad•Maein gandln Videz, husband and rife,whose poll offiae.addris 8301•SW.150 Di Palmetto Bay,FL 33158•heroin iu�ed*gaator;to. Luis Arlan and Margarita Perar,husband and wife,whose post.oillpe hcidreas,is 14p�.•PJ 104'.SL".She FL 33138;heaefiwA x called the.Grantee: (t bww''q tiidd trermW did t&ms•"$ranter"and"gnwee.",Incl,a all dre pwww-to lJas:inibvmdsa!wd,ihe helrs,,lvd repra away4 oxd assigns gflndlvtduct�•and rhe,suotessor�arnlasa'gns nfeorparattana) W CT N E S S E T,H;That th6.*'antdr,f4 '..idd.W"intiddradda of the sum of TEN AM b01100'S(510:00}•Do`wn and pihi c valpable oonsldetations,•r eolpt whamof is hereby,.aclmowledged, hereby Scanty,bargains;:sells,allots,,remisca, releases,.conveys and confirms unto the grantee a0 thaicertain land situeto in ML011 RADE Cdifty,Stats off'Bion"da,viz. I Lot 13;Block4,12IVE12,BA.Y PARK ADDITION,according,to-&e Plat ther;eof;,irecbrded bi P; t Book 40,. Pago 72,of the:Publlc Records ofMianai-Dade County,•itlo#o&. Subject to easemarits,restrictions and reservations of record and taxes for the year 2014and•tbereafter.. TOGETHER,with al1'16 tenements.,hereditaments aria appurtgr mc,wtharda belonging or in anywise appeAaia ing. TO HAVL AND TO HOLD,the same in feesimple forever. :A1�JD,e.grb;nnir a y coveiitiiita witl.g [d:giiinteb that eee pw or:ls Iawfidlg�izea f said lend in fee.siptp e>fcBLrt •daJIe 4the e b�tttha Iawthl claims.ofall lersons whomssoads+lor�and ilatnd t hereby laiid td free'ofall pKinanbtmti m.c ' .taxes awrutn su ent to December 3.1,2013.• IN WfTNE84 WHEREOF;the 0 4 gaptgf lias eigaed'and sealed these presenr fltc.day and year fast above wdttm. tsm4d sealed•and delivered in the presermo£ I a I 'Mina.#I centore Leis Davin Be'rjuu 'Witness.# r t teed Name' lvV�c.�a� A2- V�loz� Witsies.#2;Priated Name. STATE OF]MORMA COUWY OF,1+jIIAMI DADS The ibregaing instmm�Ua yyas:uknowledged before.me thin O day of Odol►er',20I4 by Luis•Da�id Barjun and 1Vlarta Camila Velez who are personally known tome or has rodtr�d as idchtifrcation.. SEA" �- "r•••:,, LUZ.HEL15hA TORO No Pub a. ° .. Notary Peblie.stare c1 Ftorlda LUZ HELENA TORO ;• .+�zs"My Comai&PIM Nov 11,2018 . •��9 y�?;e Cdinmissina d ll 120658 �l ,jj�¢y M Commis �s"ts,- scmJediM^vo �A' •-'•"fary"4ten. • Y :FlleNo,:14-1179 i Florida International Engineering and Testing Lab LLC F * I * E * 16701 SW 117 Avenue, Miami, FL 33177 FLORIDA INTERNATIONAL ENGINEERING Telephone:(305)378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 ------------------------- -------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: �--`� e" r�"_r-i '�o Job Address: c. =_ c Roofing Contractor: K A, �-e e Permit Number. Type of Tile: 60-ye- Approximate Roof Height: d — feet Slope: ' i Approximate Square Footage: d ft2 Type of Access to Roof: — Ladder OtherRequired Testing Forte: 35 lbs. Testing Equipmen • F.G.E. 100x Shim o Instrument Date Installed: 1-1 1 5 Date of Inspection: g I s --------------------------------------------------------------------------------------------------------------------- TEST RESULTS P=PASS,F=FAIL Test P or F Test P or F Test P or F Test P or F Test Por F Location Location Location Location Location 1 21 s- j 41 v -5 61 81 2 22 1 42 1 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 1 79 99 20 40 60 1 1 80 100 --------------------- ----------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESP" ��ate�r®®®®� Ik .YW� t7YD BY: Area Units or fe No.of Tests ®�``�P�a:��C,'E N Perimeter t m%�s ` ®�Q.. No63107 �'• � Field c � G Corners S_,.p, Hips&Ridges `4� V MTLl sUj 6 V State, of .L% ®7 t ®®®®°�®�eeee►`�°�®®e w FLORIDA INTERNATIONAL ENGINEERING&TESTING LAB, LLC Job Address: 14 C ,-k-L, of Contractor: Sketch of Roof rr —m-0 till ov Notes Uami Shores Village Building Department .p I IBJ V'J 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXtMPTION 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: C' Property Address: f R ) 6q S �. f Kn 1 �Auesl ~C Roofing Permit Number: 33/3g Dear Building Official: I L—V►5 A,<< certify that I am not required to retrofit the roof to wall connections of my buil ' g because: he just valuation for the structure for purpose of ad valorem taxation is less than$300 000.00. Please attach roof of ad 1 P � P valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition 9Lt&8eukQ1odda Building Code(1994 SFBC) s -� S 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. Sworn to and subscribed before me this day of irmlWy Pdit-iiia d PAW • my em'frm.E*M Oat ai.Wi Notary Public,Sate of Florida at Large y �q • when the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. i judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i .e. electricians, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [J Spread or continuous foundation footings and pilings Kmandrig lithic or other types of concrete slabs walls, tie beams and trusses or reinforced concrete decking or roofing [J Floors and ceilings []Attached decks and porches [] Interior partition walls [J Ext or wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings []kXhdows and doors [ e-shingling or re-tiling a roof [] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [J Tiling, linoleum, stone or carpet over sub-flooring [] Bathroom tiling and fixtures []Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) j] Kitchen, utility and bathroom cabinets [] Built-in bookcases, cabinets and furniture [] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [] HVAC equipment [J Repair or reconstruction of plumbing and electrical services [J Light fixtures and ceiling fans [] Security systems [] Built-in kitchen appliances [] Central vacuum systems [lWater filtration, conditioning or recirculation systems ALSO: [j Labor and other costs associated with demolishing, removing or altering building components []Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE Property Address: OR SUBSTANTIAL IMPROVEMENT REVIEW q 9 Ce 0 0 q sk istA iS�ofe S � FL 3313Y Property Owner's Name: �.U. S Nw'A AS Mik- MA jhr a Pe ccZ L AWN► n.e 1L.0 Property Owner's Address: Property Owner's P ne Number: Contractor's Nam Contractor's 11 r y Address: .�• S�• OM1 e �"Contractor's PW$;_ e,)(umber: 511� Flood Zone ZBFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [I I am attaching a State Certified Appraiser's report, valuing the structure at: X I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by th o my Property Appraiser's Office. SIGNATURES: f y Property Owner: X Date: 12-14 1 IV Contractor. Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: I I I , � )� � S �. A)')aT, FC_ 3313 Y Contractor's Name. 1. Property Owner's Name: ff I e At Property Owner's Address: I LkIto 0 I s�. 1�►'rwra� Skvfq F-C 333? Property Owner's P7TQ / Number. S — ®!�� I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the"before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT 1 AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF !--I ori&A COUNTY OF M ICAmi — G Before me this da ersonally ape ed { - r n who, being duly sworn, d os a d says at /s has read, understands, and agrees to comply with all the aforementi a diti ns. roperty O n s gnatur Sworn to and subscribed b4fore me this y day of 1DeCe Y bCr , 20A. Notary Public State of My commission expires DOCECDjoer BARBARA RODRIGUEZ commission M EE 48948 My commission Expires December 14, 2014 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: q� � / n Contractor's Name: �� S 11"1 Fc- Q&," 33/3 CIrl®S if Dv% % Contractor's Company Name. IIJ Contractor's Address: _ �- �c s �;n� �C 3 13) Contractor's Phone Number: 30� -7 �, —(,&®�� Contractor's State Registration or Certifi tion Number: Contractor's We Registration Number(if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work,will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF ri C& COUNTY OF — Before me this day personally appeared �p�YnGi-i bCA ►7� C-QM1 n � , who, being duly sworn, deposes and says that he/she ha re d, understands, and agrees to comply with all the aforementioned conditio Contractor's Signature Sworn to and subscribed before me this y day 1�. b[�r of w 20j_q_. , Notary Public State of: 1-J M commission i Y14, aQ14 ��.�;�:"';•,� BARBARA RODRIGUEZ commission#EE 48848 �. My commission Expires o.a°`Ar December 14, 2014 Application Cost Estimate of Reconstruction / Improvement Number Date Z s 1 Address 5 5 K0C� This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor.Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub-Contractor Bids Contractor or Owner Material Labor Costs Estimates Costs Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor(rough) Q Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets(Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical& Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit APF VA CONTRERA ROOFING CORP. ESTIMATES &CONTRACTS o 144 N.E., 26 Street, Miami, FL 33137 n Tel. 305-573-6604 State License#057793 t Name: Luis Arias Phone:305-799-0529 Address: 1496 N.E. 104 st State: Florida City: Miami Shores Z1p:3314Q.,3g Date:10-4-14 Terms: Re-roof/Tile DESCRIPTION 1. Obtain required building permit from Miami Shores Village Building Dept. 2. Remove existing roof. 3. Replace all damaged wood in deck, fascia, and re-nail wood sheathing up to new code. 4. Install #30 roof paper tin capped per building code. 5. Install 3x3 metal drip edge around roof perimeter and apply asphalt primer. (UxA� 6. Install all metal flashings over pipes and exhausts. 7. Install galvanized valley metal hot mopped, and sealed with modified strips. 4' 8. Install #90 roof paper hot mopped as the underlayment. 9. Install Boral Spanish "SO nuevo (color through white) concrete tile with foam adhesive in Aeld and mortar In all hips and ridges. 10. Apply mortar cement to all valleys and gables. 11. Haul away all debris from job site. 12. Pass all final inspections. Payment Schedule 25% contract signing 25% 030 installed 25% #90 installed 7.5% final inspection Total Price $23,000.00 f Accepted By ri Signature Authorized Signature COAM9 t:��--�` Print Signature *Warranty is for a period of 10 years under normal conditions, and includes labor and materials. No acts of God, natural disaster(hurricane,tornado,flood,fire & earthquake) I ROOF ASSEMBLIES ARID ROOFTOP STRUCTURES c Florida Building Code Edition 2016 HIgIt-Vbko tty Hurricane Zone Uniform Permit Applicallf4 to Form. Section A(General information) �- master Permit No. Process Pio. Contractor's Flame CONTRERA ROOFING Job Address 1496 ne 104 st : ROOF CATEGORY Low Slope Mechanically Fastened Tile Mortar"Waive"ma. ®Asphaltic Shingles ®Metal PanellShingles ❑ WootbSlSlr�lesJSi�akes• •• ...... . ...... Prescriptive BUR-RAS 150 •••:•• • • • • •••••• '. ROOF TYPE •••• • ••••• New Roof a Reroofing �Resav®ring Dispid ..'MMalnftqho .... . ROOF SYSTEM ••.'. • INFORMATIONsee• • :•••:• •••••• • • Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) i'oal{3`F) •••• • • 3118 3118 •••• Section B (Roof Pian) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drams. : Include dimensions of sections and levels,dearly Identify dimensions of elevated pressure zones and Dation of panus. In � o a ® . t11 CD : O c G� • ® a soak V w t 12 z (� LU w j C- S. ® G 2010 FLORIDA BUILDNG CODE—BUILDING < -- ; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit A*,ImUon Form. : Section D (Steep Sloped Roof System) I Roof System Manufacturer: BORAL ROOFING z Notice of Acceptance Number: 140408.06 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations: 1: 39.1 P2: 68.1 133: 100.7 :•••:• •••••• • maximum design pressure 38.7 ...... from noa specific system ..•. • • • so 00 Steep Sloped R System Des�1 to ion ••:• : Deck Type: 1 X6T&G : ? \ Type Underlayment: o LB Roof Slope: 3 12 Insulation: N/A Fire Barrier. �N/A Ridge Ventilation? Fastener Type&Spaang: 11/4 RS NAILS Adhesive Type: 3M/POLYFOAM Type Cap Sheet. #90 LB : Mean Roof Height: 12 { Roof Covering: spanish s nuevo concrete file color • J � _ tn;o Type&Size 3X324GAGALVANIZE : Drip Edge: i I We 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES i Florida Building Code Edition 2010 e High-Velocity Hurrkane Zone Uniform Permit Application Form. Section E (Ilia Calculations) For Moment based file systems,chooseeither Method 1 or2.Compare the values for Mr with the vara frdraMt.If the Mf values eregreaterttan or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method I"Moment Basad Tile Calcuhnions Per RAS 127" (PI: 39.1 ®.233 =_9j 1 )-Mg:5.93 =Pri 3.18 Product Appmm Mf 38.7 (PZ: 68.1_OE 0.233=15.87)-mg- 5,93 =M,.9.94 ProductApproval Me 38.7 I (P3:100.7 ® 0.233 =_23.40-Mg:5.93 =Mr317.53. Product Approval Mf 38.7 :■ Method 2"Simplified Tile Calculatous Per Table Below" • • i••••• 040.0000 Required Moment of Resistance(M,)From Table Below Product Approval Mf •• • i•••i• : •• Mr required Moment Resistance* ••• •• • •r•••• Meets Roof Height-0, • :�,'•••: Rauf slope IF 20' AW 30' •OW • • • • mesa • ease* 2.12 34.4 38.5 38.2 39.7 ;• • •• • •s••• 3:12 32.2 34A 38.0 37A • • •••••• •r•••• 4:12 30.4 32.2 33.8 35.1 •p7 m•• • : • 8:12 28.4 30.1 31.8 328 • 34.9 • i•••i• •4•••• 8:12 28.4 28.0 29.4 30.5 . 3204 • •••••• 7:12 24.4 25.9 27.1 28.2 30A • .... *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County;Board of Rules and Appeals. For Uplift based tile systems use Method 3.Comparedear values for F with the values forFr.Uthe F'values are greater than or equal to the Frvaloes, for each area of the roof,then the tine attachment methal is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (PI: {J L _ ❑w:__�_W:-OCOS Fri P-d-Approval F0__ (P2 0 L = 0 R^•=-)-W. 0 cos =Fr2 Prodgbt Approval Fa- (P3. 0 L = 0 w:=..-)-W: 0 cos =Fra Prg4t�t Approval M ; obtainto of Descdpftn SWIM Where to find : DesipPressme PI or P2 or P3 RAS 127 Table Iorbyanengineedng9nalysisprepared byPBbesedonASCE 7 Mean Roof Hcigbt A Job Site Roof Stops Job Site Aerodynamic Multiplier Product Approval Redoing Moment dire to Gravity M Product Approval Attachment ResistanoaMf Product Approval Required Moment Resistance M9Calculated i Minimum Attachment Resistn m F0 Product Approval Required Uplift Resistance Fr Calculated Average We Weight W Product.Approval ; L length Tile Dimensions W width Product Approval i : All calculations mase be submitted to the building official at the time of permit application. : 2010 FLORIDA BUILDING CODE-BUILDING 1g,37 B P SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner'` initial in the designated space indicates that the item has been explained. �k. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics. (appearance) are not a consideration with respect tq•yjgrkmanship provisions. Aesthetic issues such as color or architectural appearance,that are not pall of'a zoning code, shoul$:' be addressed as part of the agreement between the owner and the contractor. '•"" '- ...... . ...... L!t2. Renailing Wood Decks: When replacing roofing,the existing wood rood derkVfty hav%tA tc rendiled • in accordance with the current provisions of Chapter 16 (High Velocity Hurricane• gUs) of (The Qof�• deck is usually concealed prior to removing the existing roof system). ..'..' '.•'•' •••• • Common Roofs: Common roofs are those which have no visible delineation between n&gbkbring i"t," (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofir;k pi4jractar "&or ovyn r: should notify the occupants of adjacent units of roofing work to be performed. ..00:0 (1'4. Exposed ceilings: Exposed; open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. LAr5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions -nay not be evident until the original roofing system is removed. Ponding conditions should be corrected. LA'6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are riot' provided. It may be necessary to inStalt overflow scuppers in accordance with the requirements of IAT Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. O "hcr /A is Signature Date Contractor's Signature II MIAMN� MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cansbtlotion materills.The • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Prpej*Vontr4l•50dt1on to be..:. used in Miami Dade County and other areas where allowed by the Authority Having JurisdiW44AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade CountlP WQ44ct CAW S'ection...•• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve tko*i&to haw •• •• product or material tested for quality assurance purposes.If this product or material fails to perform in th*e&.*hi dt pted " manner,the manufacturer will incur the expense of such testing and the AHJ may immediatZr*Vbke,modify,or suspend the use of such product or material within their jurisdiction. RER reperves the right'to revoke tb;&eseaptanc*6'•• if it is determined by Miami-Dade County Product Control Section that this product or mateMgi fans to meel�bg :960*: 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: Spanish °S'Nuevo Concrete Roof Tile i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade Cohnty,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0308.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA O No.: 14-0408.06 Coutvl� Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Spanish IS' Nuevo Concrete Roof Tile, as manufactured by Boral Roofing LLC in Lake Wales, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by tak4ations Jp, compliance with RAS 127 using the values listed in the installation section'herein. The ab��l nt c4culaoons shall • be done as a moment based system. •••••• • ...... . ...... 2. PRODUCT DESCRIPTION •• • .... . ..... Manufactured by Test .rrauct •• •• •• Annlicant Dimensions Specifications BeseAtion • Spanish's'Nuevo Tile L= 17" TAS 112 High profile,intar1ooldt►g,ong-pieQe,'S. ...... W=93 4" shaped,high pressure extruded Werete . H=2 27/32" roof tile equipped va1h three nag 6des. F®r**• Min.0.65"thick direct deck nail-on,mortar set of adhesive set applications. Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for use W=varies at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Lake Wales,FL 2.2.SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Reuort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-0n) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. PA 101 (Adhesive Set) NOA No.: 14-0408.06 rwauw4oecouNrr Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Aaencv Test Identifier Test Name/Renort Date The Center for Applied 25-7183-4 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102(2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering,Inc. PA 102(1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) The Center for Applied Project No.307025 Wind Driven Rain eO !1994...... Engineering,Inc. Test#MDC-78 PA 100 •..• . Nutting Engineering 13343.1 Physical Propertie&.... Net*2009 •••• • TAS 112 •••:•• 0 • Celotex Corporation Testing 520111-3 Static Uplift Testi4g•••. :JM,1998'•• Service 520191-2-1 PA 101 "" 'March 1999• • Walker Engineering,Inc. Calculations Aerodynamic MultipX&::: •:1ai t009 :::::. Walker Engineering,Inc. Evaluation Calculations 25-7094eases FebWary 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 : *April 1996..•.:. Walker Engineering,Inc. Evaluation Calculations 25-7584 December 199 ...: 25-7804b-8 •• Goes • 25-7804-4&5 "" 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity Jan 2009 Walker Engineering,Inc. Calculations Aerodynamic Multiplier 09/01/10 Restoring Moment Due to Gravity 09/02/10 American Test Lab of South RT0130.01-14 TAS 112 02/05/14 Florida RT0426.01-14 TAS 112 05/02/14 NOA No.:14-0408.06 � ;cOUN�Y Expiration Date: 05/20/19 1APPR Approval Date: 06/05/14 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 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 sloge. ,ps stated otherwise by the underlayment material manufacturers published literature. •• '••' 3.6 This acceptance is for wood deck applications. Minimum deck requirements sh M b8 in cimpkisxce with •• applicable building code. •":" •' • 3.7 May be installed on slopes 7:12 and greater **sees•••• • 3.8 All products listed herein shall have a quality assurance audit in accordance'wWhe F1@W fIuilding:••• Code and Rule 61 G20-3 of the Florida Administrative Code. so:**: •• ••••• • 4. INSTALLATION •••••• • 4.1 Spanish 'S' Nuevo Concrete Roof Tile and its components shall be installed;in strict cothpliance wiN...: Roofing Application Standard RAS 118,RAS 119,and RAS 120. �' • 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight W(Ibf) Length-1 (ft) Wldth w (ft) Spanish 'S' Nuevo Tile 1 8.95 1 1.417 0.8125 Table 2: Aerodynamic Multipliers -1(ft) Tile ;. (ft) 2 (ft) Profile Batten Application Direct Deck Application ,Spanish 'S' Nuevo Tile 0.215 i 0.233 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile Profile 2:12 3:12 4:12 5:12 6:12 7:12 or greater Spanish Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 'S' Nuevo Deck Deck Deck Deck Deck Deck Tile 1 5.36 6.00 5.30 5.931 5.21 5.83 5.09 5.70 4.96 5.56 4.82 5.39 NOA No.: 14-0408.06 APPROVEDcot�rrY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) For Nail-On Systems Direct Deck Direct Deck Tile Fastener Type (min 15/32" (min. 19/32" Battens Profile plywood) plywood) Spanish 'S' 2-10d Ring Shank Nails 28.6 41.2 19.4 Nuevo Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 -#8 Screw 20.7 20.7 1$,1 2 -#8 Screws 43.2 43.2 0 .•. 29.8 0868V 1-10d Smooth or Screw Shank Nail 23.1 23.1 0 6• • go••'F O 4,Field Clip) • . 1-10d Smooth or Screw Shank Nail 29.3 29.3 .... 24.0 :• ••: Eave Clip) • """ .... .. .. 2-10d Smooth or Screw Shank Nails •••••• •• •• ••• Field Clip) 27.6 27.6 •• •• 3>3 6 2-10d Smooth or Screw Shank Nails :00:0: •. Eave Clip) 38.1 38.1 0 •*4 • •• . . 0006 .. ... 2-10d Ring Shank Nails 33.1 48.1 T ..46.2 1 Installation with a 4"file headlap and fasteners are located a min.of 2'/z"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Spanish 'S' Nuevo Tile Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Spanish 'S' Nuevo Tile 3MTm 2-Component Foam Roof Tile Adhesive AH-160 66.5 3MTm 2-Component Foam Roof Tile Adhesive AH-160 38.7 4 Large paddy placement of 63 grams of 3MTm2-Component Foam Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160. NOA No.:14-0408.06 r�A j APPROVED Co�rrY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 5 of 7 Table 7: Attachment Resistance Expressed as a'Moment -Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Spanish 'S' Nuevo Tile Mortar Set6 24.5 6 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See DetitL jtejow), or following statement: "Miami-Dade County Product Control Approved". ages s 6•;• ••sees •o•••• • *sees* • Soso • • • • • • •000•• sees•• •• • •e•9e �• 09 •• • 9060•• • sees•• • 00 e..... • e S • e see• •• • sees • e BORAL ROOFING LLC SPANISH`S'NUEvo CONCRETE ROOF TILE(LAKE WALES M) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0408.06 MOAM4DAD;COU �V7tl Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 6 of 7 PROFILE DRAWINGS Fastener Holes •..•.. • • • 0000•• •••se• • 0000•• • 0000•• •eee• • • • • 0000•• •• • • • ae•s• • • e 0000• • • •• 0e • 0000• ••• • • • ••• •• • 00.00• • 0000•• • • • • • • • • 0000•• • • 0000 • • • •00• • •0000• • sees 17" 9-3/4" SPANISH`S'NUEvo CONCRETE ROOF TILE END OF THIS ACCEPTANCE hUAMNTY NOA No.: 14-0408.06 I! :COU 1APPIROVED1 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 7 of 7 6 �:tl I I f MIAMI DARE COUNTY "AWNi PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F 786 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamtaade.poy/economy 3M Company 3M Center Building 0220-05,E-06 i St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and'regul'tions governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Cunty RER-Product Control Section to be used in Miami Dade County and other areas where allowed by`"the Authority.laving Jurisdiction(AHJ). i This NOA shall not be valid after the expiration date stated Below. The Mismi-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than N ami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product:or material i to perform m the accepted manner,the manufacturer will incur the expense of such testing and the ALT may immetely revoke, modify, or suspend the use of such product or material within their jurisdiction. REI reserves the II right to revoke this acceptance, if it is -determined by Miami-Dade County Product Control Section that this proZ4 or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has bee# designed to:comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. I DESCRIPTION:3Mrm 2-Component Foam Roof Tile'Adlli'esive AH-1601 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and following statement: "Miami-Dade County Product Control Approved",ticless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal'a pplication hays been filed an&.thele has tae change•.• in the applicable building code negatively affecting the performance of thisp I duct. .. ..6000.0 TERMINATION-of this NOA will occur after the expiration date or if there has beena'-auvi 4 or change'in ttj• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endo1WMeVt of agytgouct,Ybr • sales, advertising or any other purposes shall automatically terminate this NPA. Failure to cemp'ly with%ny section 5t:•0. this NOA shall be cause for termination and removal of NOA. '••••• 0• • ••0 0 0 � :. .. .. 6666.. ADVERTISEMENT: The NOA number preceded by the Words Miami-Dude County, Fl*e ds�g d fo�llowgd by expiration date may be displayed in advertising literature.. If any portion of the NOA is dispjayecL then i;11=be done in its entirety: • • 0006 :9060: • INSPECTION: A copy of this entire NOA shall be proivided:,to the usery the manufacturer or its distributors and shall beavailable for inspectionat the job site at the request of;tie Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. M @BADE c " a �F i v NOANO.*14-0805.01 • • `Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 i 6 I i i ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive j Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesio*AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations wherO rhe design pr$ssure requirements,as determined by applicable building code,do not exceed the design pressure vabies obtained*calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,lour,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT:, Product Dimensions Test Product Description Suecit3cations 3MTM 2-Component N/A TAS 101 Twocomponent polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 I Propack®30& 100 N/A Dispensing Equipment. PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile:Assembly=60 g a current NOA which list attachment resistance values with the use.of 2-Component Foam Roof Til Adhesive roof the adhesive. i MANUFACTURING LOCATION: - 1, Tomball,TX. . ,.. . • PHYSICAL PROPERTIES: j """ V e s e: Prolperty Test Results •••••• Density ASTM D 1622 1.61bs./ft' Compressive Strength ASTM D 1621 18 PSI Parallel to rise •• •• •• ••• .12 PSI Perp4indicular to rise; ...... Tensile Strength ASTM D 1623 > f 28 PSI Par el to rise :""• • 0.08 Lbs Water Absorption ASTM D 212`1 /F ; .... ° •••••• .. 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 @1580F., 100%Humidity,2 `weeks Closed Cell Content ASTM D 2856 S 86% Note: The physical properties listed above are presented as it'pical avera4e values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.:14-0805.01 cout�-nr __Expiration Date: 05/10/17 i Approval Date:09/04/14 j Page 2 of 11 i p ! I i I i : 4 I EVIDENCE SUBAUTTED: Test Aeencv Test Identifier Test"e/RenoDate Center for Applied Engineering #94-060 TAS 101 04/08/94 257848-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 : SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 a ASTM D 1623 02/01/94 Polymers Division n Ramtech Laboratories,Inc. 9637-92 A$TM E 108 04/30/93 Southwest Research Institute 01-6743-011 A TM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 i Celotex Corp.Testing Services 528454-2-1' SAS 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 ` u ""'• 520191-1 TAS 101 0.00 O&OW-9 0• 520109-2-1' 0.00•• 0090•• LMUTATIONS: ••• 1. Fire classification is not part of this acceptance.Refer to t►e Prepared Roof Tile Asserdtii Ift fire raMg'. *see ,M ! .• .• .• • •..•.• 2. 3M 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,loyq, "gh file profiles. .0 3. Minimum underlayment shall be in compliance with the T7oofing Application Standard-RAS 120. •..... 4. Roof Tile manufactures acquiring acceptance for the used 3M2-Coi}ponent Foam RQQfTLe AdhesiveAH- 9 0 0 160 roof file adhesive with their tile assemblies shall testin accordance 1with TAS 101. •• • t 5. All products listed herein shall have a quality assurancd audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code.` ° NOA No.: 140805.01 !APPROVED Court Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 f z I ' u i I I I INSTALLATION. 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the.use sof 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 he4in. The roof tile assembly's adhesive attachment with the use`of 3MTM 2-Component Foam R60f Tile AdhesWe AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determine 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 iiud its compo�ents shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-�omponent Foam Roof Tile Adhesive AH- 160 Operating Instractipn and Maintenance Booklet: 4. Installation must be by a Factory Trained'Qualified Appiioator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the:authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B)•. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser 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 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. j 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein: i r • Ki _ • t i I I M1AMI�DE COUNTY NOA No.: 14-0805.01 ,... Expiration• � � z� atiaa)ate: 85/18/17 i Approval Date:09/04/14 Page 4 of 11 i I i I Table 1:Adhesive Placement Fo' *ach Generic Tile Profile Tile Profile Placement Detail' Minimum P ddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High Profiles All Eave Course 17-23 sq.inches 45-65 Flat,Low,High Profiles #1 17-23 4 inches 45-65 Flat Profile #2 10-12 s '. inches 30 Low Profile #2 12-14 . inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 two Paddys: 8.9 sq.inches at 12 grams per paddy dead of tile 9-11 sq.inches at ove lap Two-Piece Barrel(Cap Tile) Two Piece Z Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 1 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. IIIIYI�� c�auN7,r jj BUILDING PERMIT REQumEMENTS: • •••''••• • As required by the Building Official or applicable building coo in order to properly evaluat et��•iAtallatWef this ,•••:• system. • • • • • • _ I i i NOA No.:14-0805.01 roa7niauLAPPR�CourrrV I VEDI Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 P • i i Ali i ADHESIVE PLACEMENT DETAEL#1 Flat/Low Profile Tile "a 1. Starting at the eave course,apply a minimum 2" (50.8 toxthe 10"(254 mm)x 1"(25.4 mm)foam PX; underlayment positioned as shown, under the,strengthening rib closest to the overlock �e of the file being set. J� f 2. Continuel in same manner.Insure approximately 17 • , , ; (109.7 ci�2)—23 (148.4 cm)square inch adhesive contact With the underside of the tile. row � i e i Medium Prdfile/ Double Pan Tile Rd"WWWOT" �1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. ; 2. Continued in same manner.Insure approximately 17 (109.7 cnp2)—23(148.4 cm)square inch adhesive contact with the underside of the tile. I High Profile/Single Pan Td&:.. • ...... 1. Starting 4t the eave course,19 ftly a n1inimum 2 (50.8 mni)x 10 (254 mb -it I (25.4 w).1bam paddy onto the underlay&plepositionM g s shown••• • • x under the pan portion oft&e hlj closet to the ' ...... overlock l f the tile being set. ;'•"' ...... Continue!in same manner:Insure approaamately 17 • (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. MEW dmmm 71 MIAMI•�OIDE COlft�f'Y ` NOA No.: 14-0805.01 •••. Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 6 M I ADHESIVE PLACEMENT DETAIL.#2 flat'Low Profile Tile ® 1 y Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the un4erlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile beim set.Insure approximately 17(109.7 cm2) —23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2 At the secoid course,apply a minimum 2"(50.8mm) M y R x 7"(177.8}nm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3' Continue in!same manner.Insure approximately 10" (64.5 cm)-112(77.4 cm)square inch adhesive contact with the underside of the tile. A4edium Profile/Double Pan Tile I 14 Starting at toe eave course,apply a minimum 2"(50.8 mm)x 10"0254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file being set.Insure approximately 17(109.7 cm)— v a23(148.4 c 2)square inch adhesive cootW Wth the underside of the tile. ••• •••• • 00 0 • • • 0000•• 000000, • 00••00 2,1 : At the second course,apply •i%n`inum 2"C%8mm) x 7"(177.8 mm)x 1"(25.4 Ifoam paddyonto thee•"•: underlayment positioned as'shovh und&We pan ..••. portion of tl}e tile closest to gw averlock of the tile • I 0000. being set. ..'000 •00.0• 0000.. i 0000.. 3 Continue m same manner.lhsure'dpprokmAly 12"•••••• (77.4 cm2)» 14(90.3 cm2) einch adhere •••• contact with.the underside ofthe tile. ;, . 0000 anstrucdons Continued on next page) ,r it i ht1AMk®ADECOtAtlTY � ' NOA No.:14-0805.01 •• Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 a • • r r i i i I , ADHESIVE PLACEMENT DETAIL#2 (CONTINUED '^ h Profile/Single Pan Tile i • L Starting at the eave course,apply a minimum 2"(50.8 ® mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion f the tile closest to the overlock of the tile being se�Insure approximately 17(109.7 cm)— a 23 (148.4 cij3)square inch adhesive contact with the underside of the tile. 2i At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlaymot positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3, : Continue in same manner.Insure approximately 17" (109.7 cm2)'- 19(122.6 cm)square inch adhesive contact witlil the underside of the tile. 9999.. •.:. � _. 9999.. 9999.. 9 9999.. 9999.. 9999 9999.. .; 9999.. 1006 9 9999. .. 99 99 • 9690.. • i 9999.. 9999.. 9. 9 999. 6 9 6966 i t 1 MIAMh�DE COUNTY NOA No.: 140805.01 1APPROVEDIExpiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 i I � , I i ' I I ADHESIVE PLACEME, NT DETAI)f#3 1. On the eave course only,apply a minimum 2"(50.8 mm)x 19" (254 mm)x V (25.4 mm)foam paddy onto the pnderlayment positioned as shown,under the strengthening rib for flat tile or under the pan portion of the the for low or high profile tile closest to the overlock of the tile being set.Leave approximiately 4"(10 1.6 mm)up from the eave edge free'of foam to prevent the expanded adhesive from blo4ldng the weep holes. Insure approximlately 17-23 int(109.7-148.4 cm)of adhesive contact with the underside of the tile 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foarp paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile,or under the pan portion of the tile,closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive contact-,kith the underside of the tile. (Instructions continued on next page) • •••• . • • • •••••• e• • �•oeo •• •• •• • gooses •• • goes • • I i hi 1 I E � NOA No.: 14-0805.01 (APP OVED Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 i i . j ADHESIVE PLACEMENT DETAIL#3 ((JONTWUED) &M-1 of pboc bd= I 1 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" (19 mm)paddy on top of the eave course tile surface a$shown,on top of the strengthening rib for flat file or on top of the pan portion of the tile, w closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 9(58.1 cmn)- 11 (71cm)square inch adhesive aa; contact with the underside of the tile at the overlap and 7(4�.2 cm)-9(58.1 cm)square inch adhesiveicontact with the underside of the tile at the head of the tile. Continue in same manner. la 2hL j I i • • • • • •••••• • i j i i i i NOA No.: 14-0805.01 1APPR;ED 1 ; Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 i r i • I 'J� ADHESIVE PLACEMENT DETA'M TWO PIECE)$ARREL i Two Piece'Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" ' o+ueYa' t7�sfn. ° 50.8 x 10" 254 mm x 1" 25.4 mm foam O ( ) ( ) 3T �+lp paddy pnto the underlayment positioned as shown under two adjacent an tiles. Support eave n�ntr a � a , J P PPo «Oba •"E tiles from rocking until adhesive has a chance to cure. • . 2. Continue in same manner bringing two pan course up toward the ridge.Insure approximately 65(419.4 cm)—70(451.6 cm) square;inch adhesive contact with the underside of thepan tile. ? 3. Turn Overs upside down exposing the underside of the dile.Apply a minimum 1"(25.4 mm)x 10" (254 frim)bead of adhesive directly on the inner ►� edge o f each side of the cover tile. Leave o ximately 3/4"(19-mm)to 1"(25.4 mm) Two Pkw:Sa .- h PtoffWTIle from the outside edge of the tile,inward,free of foam t4 allow for expansion. i 4. Turn cbver tile over after foam is applied and place onto pan file course. Insure a minimum of 20(129 cm)-25(161:3 cm)square inch contact area on each side of the Coyer tyle to the pan tile.Continue in same jaunt"Waway..•... any cued exposed foUJOesiveeoi ing of •• longitonal edges of cover tiles are• •••• • considered optional. •••••• • :....: 5. When additional nailing-19 fequire8,2"J50.8 •: •• mm)x 4 (101.6 mm)mere or the tiolAre 00 system;using galvani2 j J ijk1less steel-,or copper wire and coml*tible jails rgay Lie used.* END OF THIS ACCEPTANCE s . NOA No.; 14-1805.01 CouMY -Expiration Date' -05/10/17 i Approval Date:09/04/14 Page 11 of 11 i