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RF-17-591 (2) � 3 i j a �� Miami Shores Village iCiO 10050 N.E.2nd Avenue NW 1fYtt�cassrfrafl€?ta`''))e Miami Shores,FL 33138-0000 Pe rI Phone: (305)795-2204 ` `"APPROVED LNOR'IDp' ». IssasRatm, WJ,2017,_ Expiration: 09/03/2017 Project Address Parcel Number Applicant 102 NW 93 Street 1131010330900 TYRONE HARRIS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell TYRONE HARRIS 102 NW 93 ST MIAMI FL 33150-2235 Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 ELKIS CONSTRUCTION INC (305)479-0261 Total Sq Feet: 4000 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-17-63201 CCF $12.00 03/07/2017 Credit Card $50.00 $828.76 DBPR Fee $4.88 DCA Fee $4.88 03/07/2017 Cash $828.76 $0.00 Education Surcharge $4.00 Bond#:3329 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $878.76 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 nd in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this pe it I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE RICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI VIT: I certify that all the foreg 'ng information is accura a work will be done in compliance with all applicable laws regulating construction a Hing. Futhe re, uthoriz t e above-na ractor to do the work stated. March 07, 2017 Au or' ed Signa re:Owner / plicant / Contractor / Agent Date Building Department Copy March 07,2017 1 TAS 106 TEST RESULTS REPORT GENERAL INFORMATION Testing Agency Name: A+ EnIzineering Testing Lab, LLC. Certification No. 16-0413.03 Address: 7066 SW 44 St Miami F133155 Telephone: 305-668-5792 Fax: 786-513-3754 Email: anlusetl(a-,)yahoo.com N, Representative Name: Eng. ABDIAS H. SAENZ Title: P.E# 69687 SITE SPECIFIC. INFORMATION Roofing Contractor. ELKIS CONSTRUCTION INC. Permit#: RF-3-17-591 Job Address: 102 NW 93 ST, MIAMI SHORES,FL 33150 Contact. Name: JOSE R PH: 305-623-0677 Owners Name: TYRONE HARRIS Type of Tile: FLAT 13" Date Installed: Roof Height: 12 feet Roof Pitch: 4/12 Job Access: LADDER Gate: NO Approximate Square Footage of Roof: 40.00 ft 2 Date Tested: 04/10/17 Required Testing Force: 35 LBS Testing Equipment: M2-100,S-3741465 TEST LOCATION PASS FAIL CORNER 08 - PERIMETER 47 - RIDGE 22 - ae`�seeeuul FIELD 83 - `e� N •g 160 - - Q• �o A • O 4/ 5 ®�®® � • FLOP°•�(G`0® A 1'rn6�o� IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 108,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 108 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. 1 A+ Engineering.Testing Lab ROOF DIAGRAM 102 NW 93 ST, MIAMI SHORES, FL 33150 (PERMIT#RF-3-17-591) N 1 43 44 45 46 47 48 -2L- 42 42 138 139 140 141 142 49 S0 56 3 137 143 41 130 131 132 133 134 135 136 67 5 129 144 40 122 128 127 126 125 124 123 58 59 w 61 62 63 64 65 66 67 39 115 116 117 118 119 120 121 68 52 114 145 38 106 112 111 110 109 108 107 68 54 113 146 37 99 100 101 102 103 104 105 70 5 98 11 10 9 8 36 92 97 96 95 94 93 12 13 14 7 35 34 33 32 1 90 88 71 147 148 31 1 91 89 72 150 149 30 1 86 84 73 152 151 29 1 87 85 74 154 153 28 1 82 80 75 156 155 27 83 81 76 158 157 26 2 79 78 77 159 160 6 25 24 1 23 22 5 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com ops Ntarrill Shores Y ..., o�.° Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 I�lpA�p► Tel: (305)795.2204 Fax:(305)756.8972 RE: Permit����- DATE: 03 t INSPECTION AFFIDAVIT A— licensed as (n)Contract ' ngineer/Arch itect, (Print name and circle License Type) FS 468 Building Inspector License#: U-7 C.)S;4 1 z On or about __ 3 (!3 — l I did personally inspect the roof deck nailing (Osie 8 Um,�� work at 8 Z (� (complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manu (Based on 553.844 F.S) e Sig jare State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 20+� �p�rC i�'�Av p YANADYPRIEfo *: *= MY COMMISSIC I#FF 214031 EXPIRES RES:March 25,2019 r Bonded Thru Notary Public Undenvr t®rs Notary Public,Sate of Florida at Large `General,Building,Residential,or Roofing contractors or any individual c arlKied under 468 F.S.to make such an inspacUon.Include photographs of each plane of the roof vatih pemdt#and address#clearly shown marked on the deck for each inspection 0-6.6—r714np)nu Ap a rmnn • Miami Shores Village g RECEIVED Building Department MAR 0 201"1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 4560, BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No.yax: ❑BUILDING ❑ ELECTRIC .ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 "L . y►�, P°. �'�' �'�—' City: Miami Shores County: Miami Dade Zip: r33 i1 S D Folio/Parcel#: 11 "' —3 10 C 033 09 CXD Is the Building Historically Designated:Yes NO V Occupancy Type: Load: Construction Type-Y ! —�Bi Iood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):' j yo W4.', , Phone#: 3CE -33�" L Address: 10 2— A) City: Stater ©EL`®Qst— Zip: f l� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: p�f�Ljs CQnsfyeyC�O� �aJC Phone#: l3 Address: �� lQ CT G City: L State: At— Zip: 3401 Qualifier Name: !i Phone#: 7�'J ?3a6 r State Certification or Registration#: �Gf✓ ��ZCl Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: A' City: State: Zip: Value of Work for this Permit:$ 201000 Square/Linear Footage of Work: 41 too • SE Type of Work: ❑ Addition ❑ Alt ation ❑ New EVRe air/Re lace p p ❑ Demolition Description of Work: �D i Specify color of color thru tile: /5 YOW tJ T-10-r Cal2cre- Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$-�E;®V ` TOTAL FEE NOW DUE$ 3 2? c (Revised02/24/2014) 6�;k y i Bonding Company's Name(if applicable) Bonding Compar!?s Address City =a'`46d'l• State Zip Mori" Ider's Nam'e'(if applicable) Mage Lenyf%Address '� .�► a�` <- 4.:r;� Tw- State Zip Aplic tion is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ✓a Signature O ER or AGENT 7 CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 2011 , by Ce day of� I4�1'!/� ,20 by who is personally known to who is personally known to me ----as me or who has produced as identzn and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign. n t� /l,c, ss— Sign: _Zi) x � 6 l- , O ldaoj Print: Seal: Seal: ''' '� MY erO4V9W41SS{OM ii FF8907EIT' ��`;:"•r°k�� PRISCIIU A.THOMPSON EXPIRES July 1Q.aU18 MY COMMISSION f FF 167000 s EXPIRES:January 24,2019 APPROVED BY 3/-7/1 7 Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) i { aA . ®�IL Miami shores Vnillage �immr mm8111" Building / 6 10050 N.E.2nd Avenue �° , ®p► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, F-i-3t31138 Re: Owner's Name: I �J SON� HA Y-ri s Property Address: 40Z Nhll Q S'T= 1Q'M1 ..� X30150 -- Roofing Permit Number: Dear Building Official: O I W e okc��S certify that I am not required to retrofit the roof to wall connections of my build, because: sThe 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) Sig tura V Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this O&P day of ISI,A-fd-A MARIA C UGAU ' F. MY COMMISSION#FF899767 Notary Public, Sate of Florida at Large EXPIRES July 14,2019 4071398-0153 FWidaNmarySsevico.aom ® 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 FEC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation, Revised on 5!2112009 ,0 E 0`4 F THE PROPERTY APPRAISER Summary Report Generated On:3/5/2017 Property Information Folio: 11-3101-033-0900 z Property Address: 102 NW 93 ST Miami Shores,FL 33150-2235 Owner TYRONE HARRIS&W JON] 102 NW 93 ST � � s Mailing Address �� MIAMI,FL 33150-2235 Primary Zone 0800 SGL FAMILY-1701-1900 SQdil Primary Land Use 0101 RESIDENTIAL-SINGLE ' FAMILY:1 UNIT Q Beds/Baths I Half 3/2/0 Floors 1 . z Living Units 1 v Actual Area Sq.Ft r Living Area Sq.Ft Adjusted Area 2,574 Sq.Ft Taxable Value Information Lot Size 10,031.88 Sq.Ft 2016 2015 2014 Year Built 1941 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $110,899 $109,781 $108,513 Land Value $220,971 $162,906 $135,486 School Board Building Value $182,476 $182,951 $178,682 Exemption Value $25,000 $25,000 $25,000 XF Value $3,800 $3,124 $3,146 Taxable Value $135,899 $134,781 $133,513 . ..... _.... __....... Market Value $407,247 $348,981 $317,314 City Assessed Value $160,899 $159,781 $158,513 Exemption Value $50,000 $50,000 $50,000 Taxable Value $110,899 $109,781 $108,513 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $110,899 $109,781 $108,513 Cap Reduction $246,348 $189,200 $158,801 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 07/01/1996 $115,000 17295-0208 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 04/01/1992 $109,900 15482-2526 Sales which are qualified School Board,City,Regional). 01/01/1980 $87,000 10634-0112 Sales which are qualified Short Legal Description 10/01/1975 $74,500 00000-00000 Sales which are qualified MIAMI SHORES SEC 6 PB 10-39 LOT 1 &E1/2 LOT 2 BLK 134 LOT SIZE 81.560 X 123 OR 17295-0208 0796 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: i ry'k r!18'Fr _ fii Wim. 3^ Oeaava - sm�ffit�+ V up'IDataedity RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1329119 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 SERRA, JUAN J ELKIS CONSTRUCTION INC '---r, �. 7647 WEST 18TH LAN E°' ` ..- - HIALEAH FL33 ISSUED: {f9/(Yid' tr- -` - t-SPLAuwAS R ]UIR =Y SEQ# L1609010002630 l OMM7 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY 7030489 FLB.T -, BUSINESS NAME&OCATION RECEIPT NO. EXPIRES EXIS CONSMLCnON INC ROMWAL SEPTEMBER 30, 2017 7647 W 18 LA 7306681 Must be displayed at place of busing HIALEAH R 330I4 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ELKlS CONSTRUCTION INC 196 SPECIALTY BUILDING CONTRACTOR BY Tax COLLECTOR CCC1329119 Worker(s) 1 $45.00 09/05/2016 CREDITCARD—I6-051255 This Local Basiness Tax Receipt only confirms payment oldis Local Business Tax.The Receipt is not a licaase, comply with wovernmental regulatory laws a requirementswhich apply to besia mW governmental The RECD N0.above must be displayed an all commercial vehicles-l -!lade Code Sec 88-77x. For more infmmatioa,visit wwwmiamidede gov/taxcollector City of Hialeah City of Business Tax Recei t 2016-17 HIPALEAH p Mayor Carlos Hernandez No: 236115-22 (OLD-1521-533) Amount $ 200.00 The person,firm or corp_listed here has-paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner.JUAN 3 SERRA-ELKIS CONSTRUCTION,INC_ Type of Business_New Single—Family Housing Construction (except Operative Builders) RT•KTS CONSTRUCTION, INC. Business Location: 7647 W 18 IN HIALEAH, FL 33014 7647 W 18 IN Validating No.: 392506 Expires September 30, 2017 THIS IS NOTA BILL Oafs CERTIFICATE OF LIABILITY INSURANCE 3/6 Dafs plc; Plymouth Insurance Agency This Certlflarte Is Issued as a.,mum of kdbr ration only acrd confes no 2739 U.S. Highway 19 N. rgnts upont e CArblicas HeMr' This Cardli0e dow notarnend,extend Holiday, FL 34691 or aroer the coverage afforded by tm Pollees behm. (727)938-5562 1 Insurers Afflordmg Coverage NMC# Insured: South East Personnel Leasing, Inc.$Subsidiaries insurera Don insurance Company 11075 2739 U.S. Highway 19 N. Insurer B. Holiday, FL 34691 Insurer c_ Insurer D: Instuer E: Coverages ThepMdes bonan� ow been Issued to the Insured named above the policy period Notw�ith�r�ng any requirement,term or conddttl°n of any contractor other document with rasped to which this cert may be or may pertain,the Insurance afforded by the policies described herein is subject to at the terms,exclusions,and Mons of such policies Aggregate limits shown may have been reduced by paid claire. Policy Effective Policy Expiration Limits LTR INSRLD Type of Insurance Policy Number pate Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made [] Occur once) $ Med Exp Personal Adv Injury neral aggregate limit applies per. General Aggregate Policy ❑Project ❑ Loc products-Comp/Op Agg AUTOMOBILE LIABILITY combined single Limit (EA Accident) Any Auto Bodily Injury All Owned Autos (Par Person) Scheduled Autos Mired Autos Bodily Injury Non donned Autos Property Accident) Properly Dornase (Per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Occur ❑claims Made Aggregate Deducible A Workers compensation and WC 71949 01/01/2017 01/01/2018 X WC StabrOTH- Employers'Liability toryLJmffs ER Any Prop ietor/partnedexe-thie officedmember E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1.000.000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1.000.000 Other Lion Insurance Company is A.M.Best Company rated A- Excellent). AMB#12616 Descriptions of Operations/Locattons/VehicleslExclusions added by EndorsemenUspeclal Provisions: Client ID: 91-69-339 Coverage only applies to active employees)of South Fast Personnel(.easing,Inc.&Subsidiaries that are leased to the following"Client Company": Olds construction Inc Coverage only applies to injuries inarred by South East Personnel Leasing,Inc&Subsidiaries active employees;,while woridng in:FL. Coverage does not apply to statutory employee(s)or Independent contractor(s)of the Client Company or arty other entity. A fist 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. Project Name: ISSUE 03-066-17(KR) Data 130 2017 CERTIFICATE HOLDER CANCELLATION V WAGE OF MIAMI SHORES shouldany of the above described policies be cancefied before the expiration data thereof,the issuing (surer will endeavor to mail 30 days written notice to to certificate holder named to the left,but failure to do so shat Impose no obligation or liability of arty Idnd upon the insurer,its agents or representatives. 10050 NE 2 AVE MIAMI SHORES, FL 33138 �� •`� CERTIFICATE OF LIABILITY INSURANCE 03/04/2017 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRIIIANIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY TIME POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT B THE ISSUING INS),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cerdficate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,subject to the term 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 NAM Jon Rock The Contractors Choice Agency PHONE (800)918-3584 FAX (877)684-9951 170 Boz 13645 � A :Jon@nginsuranceonline.com AFFOROM COVERAGE NAIL I Chandler AZ 85248 RISURERA:LLo d's of London UN 15792 INSURED INSURER s: Rlkies Construction Mac INSURERC: 7647 N 18th Mann INSURER D: INSURER E Hialeah FL 33014 RISUREItF: COVERAGES CERTIFICATE NULIBEFLCLI612535060 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 REOUIREMENT,TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. ADDL SUER ftdSR TYPE OF INSURANCE POLICY USIBE R 24101 POLICY EFF POLICY EXP LMNTS X C GENERALLIABILIrY EACH OCCURRENCE $ 1,000,000 AGETORENTED cwvISMaoE �OCCUR PReaes Ea $ 50,000 DOC8=I263-01 12/08/2016 12/09/2017 MED ppa("am pn=) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENLAGGREGATE L IMITAPPLIES PER: 1,000,000 GENERAI.AGGREGATE $ X POLICY F—I E� F-1 LOC PRODUCTS-COMPIOPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY EDGmrr e $ dnt_ ANYAUTO BODILY IN.ILM(Per person) $ ALL OWNED SCHEDULES AUTOS AUTOSBODILY INJURY(Per accident) $ HIRED AUTOS q� O RTYD�G $ $ UL1BRELLALIAB OCCUR EACH OCCURRENCE _$ EXCESS LIA13 HCLAIMS-MADE AGGREGATE $ DEO I I RETENTION $ WORKERS COMPENSARON PER O AND FAftOYERS'LIABILITY YIN ST TUTE ER ANY PROPP`lEfOPJPART14EPJEXECUTM E L EACH ACCIDENT $ OFFICERMEMBER EXCUMED? El NIA FandatW In NH) EL DISEASE-EA EIPLOYEE $ It pas,desabe under DESCMP710M OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 3 IE: 1 OESCRIPT60N OF OPERATIONS I LOCATIONS1 VE ICLES(ACORD 101.Addil wW R Sckadule,may be atleclwd 0 more space is required) CCC-1329119 CERTIFICATE HOLDER CANCELLATION (305)755-8972 SHOULD ANY OF THE ABOVE DESCROED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN K ami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 X.E. 2nd Ave- AUTHOM"REPIMSEIMTIVE Miami Shores,, EY. 33138 Robert Rock/SON ®9988-2014 ACORD CORPORATION All rights reserved. ACORD 25(2094!09) The ACORD Rome and logo are registered marks of ACORD INS025(201401) r \ 1109A4SIIIf+IBLIF.S AND ROOFTOP STRUCTURES a Bk{LIlrg�0o a 5th Edition(2014)_ j, X0\\1 gh-V oEi (Hurricane Zone Uniform Permit Application Form. } L:j M Section A(General Information) =a Master Permit No. Process No. Contractor's Name elKIS e!:�&�JZV O t-) Job Address—&Gv 5"T AV/ (share s .4� 1 ROOF CATEGORY 1 1 ❑ Low Slope ❑ Mechanically Fastened Tile -0—mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes .... 1 ❑ Prescriptive BUR-RAS 150 • • '.•••' �.•••.. ROOF TYPE •• : • • 1 • 131.... ... .... Now roof Repair 13Maintenance 13Reroofing Recovering •••••• • • ROOF SYSTEM INFORMATIO •sees •••• Low Slope Roof Area(SFSteep Sloped Roof AREA(SSF) ma Total(SFJ i44P• .... •...• •••••• ••• • ••••• •• •• •• ••••• Section B.(Roof Pian) ...•.. 1 .' Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow dleins.Inelude dimen- 1•••••• sions of sections and levels;clearly identify dimensions of elevated pressure zones and location of P4rapetq. :00666••••• •• 1 1 1 1 1 � 1 i 1 1 1 1 1 ° 1 . 1 1 1 I i FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.97 I 1 1 ICopyright to,or licensed by ICC(ALL RIGHTS RESERVED}accessed by Ebner Palacio on Jun 8,2015 10:32:12 AM pucsuam to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Foran 1 Section D(Steep Sloped Roof System),/ &)I 1 1 Roof System Manufacturer:cYDW N 1 /r1 e,— 00dVa S OF Notice of Acceptance Number. 63 1 Minimum Design Wind Pressures If plicable(From RAS 1 7 r Calculations): i P1• .� p1•r �. / P1.— �OD. n 1 Deck Type: 0-JO X jg1qW#9d 5 G 1 �J 1 Type Underiayment 3D�-��jy /� •••••• 1 Roof pe: ••• , •••••• 121 '. Insulation: •••••• •• • 1 •••••• • Fire Barrier: A- 0000 ••• • • ••. ... ....• •• Ridge Verrtifp on? Fastener Type&Spacing: I /�5,AI Adhesive Type: ` Ab hii 1 V t- :0 1 •••••• �C i • Type Cap Sheet i Mean Roof Height: Roof Covering: Q-r 7. jo/ r 1 1 Type&Size Drip /X3'I�ly� 1 Edge: 1 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 1 I 1 Copyright to.or lwwm d by,ICC(ALL RKHM RESERVED);accessed by Eftw Palacio on Jun 8,201510:32.12 AHI pursuant to License AsrawnwL No f midw aproducdons ar d=Wed. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Foram. 1 1 1 Section E(Tile Calculations) For Moment based file systems,choose either Method 1 or 2.Compare the values for M,with the values from M,.If the Mr values 1 are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. 1 1 _ / Method 1"Moment B Tile c lotions Per RAS 127" 1 (P1' ',�i?�jj,3=�/e?•.Z -Mg:� M,, •�� Product Approval M, 1 —(P �•tx /3 /. / -Mg =M • :)-ProductM, `Product Approval . MgI MjV---q:?Product Approval M, a 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below Product Approval Mt 1 Mr required Moment Resistance" •••••• 1 Mean Roof Height j37.3 Roof Slope5 20' 25 30 2:12 34.4 36.5 38.2 39.7 •• •• ••'••• 3:12 32.2 34.4 36.0 37.4 i....i 4:12 30.4 32.2 33.8 35.1 • • 1 5:12 28.4 30.1 31.6 32.8 04.9•• .•• • 1 6:12 26.4 28.0 29.4 30.5 ..3 A •.: .... . 1 7:12 24.4 25.9 27.1 28.2 *43600 . .• 1 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Boafd of Ries.arid. 0 0•••• 1 Appeals. • • • • • For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater Mier!oi: • 1 equal to the Fr values,for each area of the roof,then the tile attachment methodis acceptable. •• Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (P1:—x L T_—x w:=— (xi )-W:_x s 0_=Fr,_ Product Approval F' (P2:_x L_=_x W.=_-_-)-W:_x(os 0_=F2_ Product Approval F 1 (P3:_x L_=_x w:=_ )-W:—x cos 0.=Ft3_ Product Approval F 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier X Product Approval 1 Restoring Moment due to Gravity Ma Product Approval 1 Attachment Resistance Mt Product Approval 1 Required Moment Resistance Mp Calculated 1 Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) Copyright to,or licensed by ICC(ALL RIGHTS RESERVED);accessed by Miezer Palacio on Jun 8.201510.32:12 AM pursuant to License Agreement.No further reproductions authorized. MIAMI-DADE COUNTY MIAM4PRODUCT CONTROL SECTION ® 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Crown Building Products of Florida,LLC 6018 HWY 72 Arcadia,FL 34266 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 1q have this product or material tested for quality assurance purposes. If this product or material fails to pgrform ib.thr.Occeptgd.• manner, the manufacturer will incur the expense of such testing and the AHJ may immedialel3 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right"oke t&s-&&ptanoe4..:• if it is determined by Miami-Dade County Product Control Section that this product or tMrial fails to meet th requirements of the applicable building code. ."". 4, • This product is approved as described herein, and has been designed to comply with the•Florida Rvildigg Coik;..• including the High Velocity Hurricane Zone of the Florida Building Code. ..�.. '.: *sees* • ...... . • • • • •••••• DESCRIPTION: Tiles Windsor Roof • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andollowing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 8. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA No.: 14-1006.03 iawrlana�e eouNTY Expiration Date:01/29/20 Approval Date:01/29/15 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Windsor Roof Tiles,as manufactured by Crown Building Products of Florida, LLC as 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 Dimensions Test Product Applicant Specifications Description ••• Windsor Shake L= 17" TAS 112 Flat,interlocking,conc=eteA equipped With twa•••;• W= 13" nail holes.For direct dec'k'or 8attengdnail 3n, •. .. .. .. ...... H= 1.2" mortar or adhesive set a. � . 1oaZions. • Thickness: 0.59" •••••+ Goes *000 . . Windsor Split Shake L= 17" TAS 112 Flat,interlocking,concrett•tfle equipped With two.... W= 13" nail holes.For direct d&148f Datten(?d l,0ilzon, **:.so H= 1.3" mortar or adhesive set 96pileations. " 0090:0 Thickness:0.59" • • G .. ... Windsor Slate L= 17" TAS 112 Flat,interlocking,concletetile equippead with two.... W= 13" nail holes.For direct de&or battened? ilron, • H= 1.3" mortar or adhesive set applications. 00 Thickness:0.59" Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for use at W=varies hips,rakes,ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) 3MTm 2-Component Foam Roof Tile Two component polyurethane 3M Company Adhesive AH-160 foam adhesive. TILE BONDTM Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof file adhesive. "Tile Tite"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co. Inc. mortar. Bonsal Roof Tile Mortar Premixed,pre-bagged roof tile Bonsal American mortar. "Quikrete"Roof Tile Mortar,FL-15 Premixed,pre-bagged gray roof The Quikrete Companies,Inc. tile mortar. NOA No.: 14-1006.03 MIAMFDAD;COUNTY Expiration Date:01/29/20 APPRApproval Date:01/29/15 2.2 MANUFACTURING LOCATION 1. Arcadia,FL 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102&PA 102(A) Dec. 1991 7161-03 Appendix II PA 108(Nail-On) Dec. 1991 Letter PA 108(Nail-0n) Aug. 1994 P0631-01 PA 108(Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4"Headlap,Nails,Direct Deck,New Construction) 25-7094-8 PA 102(4"Headlap,Nails,Battens) Act, 1994 25-7094-5 PA 102(4"Headlap,Nails,Direct Deck, 6 r0ot•1994 —9:9 Recover/Reroof) •• • 25-7183-6 PA 102(2 Quik-Drive Screws,Dirt• �%Y1995 Deck) ' 25-7183-5 PA 102(2 Quik-Drive Screws,RAW) •VeY 4995 25-7214-1 PA 102(1 Quik-Drive Screw,Direclneck) N2�rc�,1995..;,.' 25-7214-5 PA 102(1 Quik-Drive Screw,BgtJegV MatCb:1995.....• Project No.307025 PA 100 Oct. 1994 00 Test#MDC-77 Celotex Corporation Testing 520109-1 PA 101 •• 'MC• :998 ' Service 520111-4 PA 101 MarcV1999 520191-1 PA 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier October 2007 Calculations Moment of Gravity August 2007 Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-7804-4&5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations Aerodynamic Multipliers April 1999 Calculations Two Patty Adhesive Set System April 1999 NOA No.:14-1006.03 rnaM�naoecauNmr Expiration Date:01/29/20 Approval Date:01/29/15 2.3 SUBNIITTED EVIDENCE(CONTINUED): Test Aeency Test Identifier Test Name/Report Date American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment 09/18/14 Aerodynamic Multiplier 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 Miami-Dade Product Control 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 slop p"s stated otherwise by the underlayment material manufacturers published literature. ••• 0000 ...•;• 3.6 This acceptance is for wood deck applications. Minimum deck requirements shIMI b8 in cgrllpya$ce with.o:.. applicable building code. 000:00 • 3.7 All products listed herein shall have a quality assurance audit in accordance OW&W the Flooclk.BuildbW.•• Code and Rule 61 G20-3 of the Florida Administrative Code. .... Osseo ..... ...... ... . ..... 4. INSTALLATION • .. .. .. ...... ...... 4.1 Windsor Roof Tiles and its components shall be installed in strict compliance wit11 jzoofing Application...:. Standard RAS 118,RAS 119,and RAS 120. :*so** • 4.2 Data For Attachment Calculations .. : ••• • • •.: Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight W(lbfl Length4 (ft) Width-w (ft) Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers-A(ft) Tile Profile A(ft ) A(ft ) Batten Application Direct D!skApplication Windsor Shake, Windsor Split Shake, 0.289 0.313 Windsor Slate NOA No.:14-1006.03 rneuHFnnoeCourmr Expiration Date:01/29/20 Approval Date:01/29/15 Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile " " " " " " 7":12" or Profile 2":12 3":12 4":12 5":12 6 :12 greater Windsor Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Shake, Deck Deck Deck Deck Deck Deck Windsor Split Shake, 8.27 8.26 8.19 8.17 8.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46 Windsor Slate Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Windsor Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Windsor Split Shake, 1-10d Smooth or Screw Shank 7.3 9.8 9 004000 Windsor Slate Nail •0• • .. • 2-10d Smooth or Screw Shank 14.0 18'0•. 7.4 Nails 0009" • .... .... . . 1 #8 Screw 30.8 30.8.' •••.i .2 •• •• 2#8 Screw 51.7 51.7': es •2 .4 • .. .. .. .. ... 1-10d Smooth or Screw Shank 24.3 24Y3•• •24.2 •, Nail (Field Clip) 1-10d Smooth or Screw Shank 19.0 t$�O ... 22.1 ": Nail (Eave Clip) '.. 2-10d Smooth or Screw Shank 35.5 35.5 34.8 Nails (Field Clip) 2-10d Smooth or Screw Shank 31.9 31.9 32.2 Nails(Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasteners are located a min.of 2%2"from head of tile. NOA No.:14-1006.03 MuutianaoECouNrr Expiration Date:01/29/20 APPROVED Approval Date:01/29/15 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Windsor Split Shake, Adhesive2 31.33 Windsor Slate 2 See manufacturer's component approval for installation requirements. 3 TILE BOND Roof Tile Adhesive;Average weight per patty 13.9 grams. 3MT'2-component Foam Roof Tile Adhesive AH-160;Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.94 Windsor Split Shake, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 5.. Windsor Slate 40.g 4 Large paddy placement of 45 grams of 31VI2-Component Foam Roof Tile Adhesive AH4,160.• 0000 •• •;• 5 Medium paddy placement of 24 grams of 31VI2-Component Foam Roof Tile Adhesive AH-460! • 66..66 06 Table 7: Attachment Resistance Expressed as a Moment-Mftr-1 fl •••• ;• •• for Mortar Set Systems • 6666 6666 6666 Tile Tile ••;••"aclift nt " " Profile Application " "Resistance •6 0:• 6666• 6 6 Windsor Shake, 96 ":9 . Windsor Split Shake, Mortar Sets ••• 39;86666 ..; Windsor Slate •• 0001, 6 6 Sees specific mortar manufacturer's Notice of Acceptance '• S. 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". M0Hlnslan mo C �' DUVIG� WINDSOR SHAKE,WINDSOR SPLIT SHAKE,AND WINDSOR SLATE ROOF TILES (LOCATED ON UNDERSIDE OF TILE) NOA No.: 14-1006.03 rnnrfanauecounrn p. Ex •r�ationDate:01/29/20 • D Approval Date:01/29/15 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS 0600 FASTENER HOLES • • • • • • 0••000 •• •• •..0.• 000600 0• •0.. • • ► • • • • 0606• .0• • •.•0• ► . • 1 00 as •• .1 0060 • •00.6• • • 17" • ...... • • • 96* 0606•• 6 • •. 13• WINDSOR SLATE NOA No.: 14-1006.03 MIAMbDADE GOUPiI Y Expiration Date:01/29/20 JAPPROVEDI Approval Date:01/29/15 PROFILE DRAWINGS(CONTINUED) FASTENER HOLES 17" 13" / • • WINDSOR SHAKE "••••• .... .... . . .... .... •.... ...... ... . ..... . 00@00 .. ...... ..•.•. • • . .. FASTENER HOLES 0 • •.• •...... .... • • e • • •• 0 17" WINDSOR SPLIT SHAKE END OF THIS ACCEPTANCE NOA No.: 14-1006.03 MIAMkDADECOUNTY Expiration Date:01/29/20 APPROVED Approval Date:01/29/15 MIAMI- MIAMI-DADE COUNTY 1 z11 t 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.Qov/economy Owens Corning One Owens CorningParkway Toledo,OH 43659 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 0000 suspend the use of such product or material within their jurisdiction. RER reserves the righs to rivoke tNs a acceptance, if it is determined by Miami-Dade County Product Control Section that this product or mat&j4I*fa2Is to m;et le requirements of the applicable building code. •••••. •..'.; This product is approved as described herein,and has been designed to comply with the Floriela building Code 0 • including the High Velocity Hurricane Zone of the Florida Building Code. .•••• 669000 :••••: 000000000000. DESCRIPTION: WeatherlocV Specialty Tile& Metal Underlayment •• ••: •••0 : '••••• 00 .. 00 00.0.0 0000.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logcl cify,$tate and fgllowing,..�:• statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. •• :**so* 0 .. . 000 0 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0309.03 and consists of pages l through 3. The submitted documentation was reviewed by Alex Tigera. � 1QAo� -711 NOA No.: 13-1010.03 e Expiration Date: 07/31/17 11111:7Approval Date: 01/30/14 Page l of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Weatherlock® 36"x 33.3' rolls TAS 103 SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7' rolls ASTM D 1970 white or green glass re-enforced polyester Metal Underlayment surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report .••'bate . . 6666 6666.. Underwriters Laboratories, Inc. R14610 Follow up Service ••• 0 9 03/28/02 6 69..69 .9 96 .66.96 IRT-Arcon, Inc. 02-012 TAS 103 000000 Q2/28/020 6666.. PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 •• 6 6• •6 6 b4L01/O2' 6666 66 6666. NEI-008-02-01 TAS 1 l 4(H) .::so • 9 . . PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G. 0$708/070":• Technologies, LLC. NEI-053-02-01 ASTM D 4798 &ASTM G:159 05/01/08 ..... NEI-076-02-01 TAS 103 /ASTM D479S :••V2f14/11. 0 NEI-034-02-02 ASTM D 1970 *••0 ... 10,/28/13:..9•: a.: APPROVED ASSEMBLIES: Deck Type 1: Wood, non-insulated,new construction Deck Description: 15/3Z" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of Weatherlock®Specialty Tile&Metal Underlayment with a minimum 3" side lap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlock®Specialty Tile& Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake& Shingles, and Asphaltic Shingle assemblies. NOA No.: 13-1010.03 MIAMI•DADECOUNTY Expiration Date: 07/31/17 Approval Date: 01/30/14 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock" Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock® Specialty Tile& Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:12". 0000 9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approvgd roof coverkiE Tlotice a ... Acceptance listing Weatherlock' Specialty Tile & Metal underlayment as a componenty rt flf an gssem lily in the .' Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not li?tt8;11request'ITlay;e matte••• to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control 6e*partment for appro ,%L..: 00 provided that appropriate documentation is provided to detail compatibility of the pro wind upTift;@sistan*ce, • and fire testing results. ... 00 • 00. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loo 0aecking panels. Sweep•:- so the deck thoroughly to remove any dust and debris prior to application. 0 0 .0000. 11. When applying the membrane in the valley, start at the low point and work to the high point,.rolling the membrane . from the center outward in both directions. For ridge applications, center the membraTlt arfd roll4ftern the cer4er" outward in both directions. 00 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock Specialty Tile& Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY '• B END OF THIS ACCEPTANCE NOA No.: 13-1010.03 MIAMI-DADECOUNTY Expiration Date: 07/31/17 Approval Date: 01/30/14 Page 3 of 3 MIAMI-DADE COUNTY MIA PRODUCT CONTROL SECTION MR 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.miamidade.gov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44'Street Coral Springs,FL.33065 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 t4e?C( irements . . 0000 0000.. of the applicable building code. •••• •. This product is approved as described herein, and has been designed to comply with•t4m.eViorida•gald`ng C".:, including the High Velocity Hurricane Zone of the Florida Building Code. 000000 0000 .0000. 0000 00000000 0000. DESCRIPTION: ICP Adhesives Polyset`"'AH-160 •••••• ••• ..:..• . . .. .. 00 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or Id`g1f 1;t, state attd following-0 �� • • • 0 000000 �� statement: Miami-Dade County Product Control Approved", unless otherwise noted herein. �..... . . .00000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has•beon r o change • in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0315.01 MIAMI-DA Expiration Date: 05/10/17 wow Approval Date:04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset' AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset°AH-160 ICP Adhesives Foam N/A Dispensing Equipment 000000 Dispenser RTF1000 .• 6666 946909 66 . . . • ICP Adhesives ProPack° N/A Dispensing Equipment,• •. '6 9999.. 4 � • 30& 100 �••••� 9999 9999 9999. 90 9999.. PRODUCTS MANUFACTURED BY OTHERS: 6• . o 0 0 6 0• . .. .. 999900 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current lt"4Mhich list attachment •• resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. 4666 090606 • 9 4 • 666666 64 . 646 9 4 MANUFACTURING LOCATION: I. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./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% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 WIV/12 P39740.02.12 TAS 101 01721'/12leo TAS 123go •. + Celotex Corp.Testing Services 528454-2-1 TAS 101 *see LWL/98 ;••••; 528454-9-1 •••• •••. ..... 528454-10-1 '••••• ••• ••:••• 520109-1 TAS 101 "•"• 12/28f98 •••••+ 520109-2 :••:•: ' •• + • 520109-3 """ . . 520109-6 ,• ��• �••••S 520109-7 '„ 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of I 1 INSTALLATION: 1. ICP Adhesives Polyset AH-160 may be used with any roof the assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset' AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTFI000 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. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 ordC.P. Adhesives ProPack®30& 100 dispensing equipment only. ; ••• `•••• ...... 7. ICP Adhesives Polyset 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 minu?"ffFter ICP Adhesives . ...... Polyset®AH-160 has been dispensed. .•�•o. ��s��• ••••. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in aceorrc"e wit� be �•�••• 'Placement Details'herein. Each generic tile profile requires the specific placement no06kerein. .••••• . . %goes se • so* • • • • e NOA No.: 16-0315.01 MIAMI-DADE COUNTYM Expiration Date: 05/10/17 �Fgjms Approval Date:04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches . 934 grams der pan •• ...... •• •• ...... @6066* 0 • LABELING: 9.99 990 0 :0909: All approved products listed herein shall be labeled and shall bear the imprint or identifiable ma4lig of 99999 manufacturer's name or logo and following statement: "Miami-Dade County Product Contro 4A"ioved".aretheGVliaml„99• 00 Dade County Product Control Seal as shown below. as •• •• •..... MIAMMADE COUNTY : • ...... .00 0 ...... BUILDING PERMIT REQUIREMENTS: �00 As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 16-0315.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 r r �.g T Paddy(ionraaihJVV Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ..," paddy onto the underlayment positioned as shown, .. under the strengthening rib closest to the overlock of the tile being set. av lr� U4 Jnri 2. Continue in same manner. Insure approximately 17 (109.7 cm2)–23 (14$.4 cm2)square inch adhesive contact with the underside of the tile. Eam{lnaurr Medium Profile/ Double Pan Tile Nail"imugh pWAx ztrnmt When mpired'i P, 1lV IF „•.et. 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 positiojx a%shown der the an portion of the.rile closegrflothe *see— un Irv. p . m overlock of the the beim set.' ... . .... .. .. ...... 2. Continue in same manner•jgsure app i ately � • (109.7 cm2)–23 (148.4 rvz2 tquare""adhesi�e6.•• Z� m, N contact with the undersfda of A • ••he tile,..• .•,••• ,ry ��il iefi a. '817 • •• •.•..• k Eau*Cl MUPOsee :..:.: . iacIS<ilrStS ' aim ••..•• • ®I,=U1,Pl.akir rwrawltr.. High Profile/Single Pan Tile �;c��icnrccp3Ls-Ji :.�. ldy<t�.n�s�laTtlei 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 a Win,% s _ �. under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)–23 (148.4 cm2)square inch adhesive contact with the underside of the tile. �r a weeohnit O&p NOA No.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 *11C vaWSMI Flat/Low Profile Tile !fi�YR4'i rL�.ER&'S.lt�l 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy 4 onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm) eaatcesa4fs�eal s,.. ` —23 (148.4 cm)square inch adhesive contact with the Ewa cmuFm, w underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 2l� underlayment positioned as shown under the strengthening rib closest to the overlock of the tile Ear�'zs"r ,- being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. . . .... ...... Medium Profile/Double Paid•'1Cle: 0 • Nail rough plogtir.rAmem • • • • • when Fequimdl 0000•• 90 •00000•• paly;�enea�lslil•? 1. Starting at the eave coursa, •l�a minimum 2"(SQ8 ° _-- mm)x 10"(254 mm)x I"094.nm)foam paddy :0000: uraa rl.y. ,B ! onto the underlayment positibt►led as shown Under the;••• pan portion of the the closes:td the ov8Pl6ck:)f the••000 2 ..... F �a tile being set. Insure apprRit;ate ly 17 " (109��cm )• — ' 4 � 23 (148.4 cm2)square inc�i adi�e�ive cgntac0 with the underside of the tile. ••• •••• 000 • 0 0 � F 2. At the second course,apply a minimum 2''�10.8mm) » � x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 MIAMI-DADE COUNTY= Expiration Date: 05/10/17 ® • Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL##2 (CONTINUED) wail a h High Profile/Single Pan Tile h0ft w imd) I. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— "�`''�- a i 23 (148.4 cm2)square inch adhesive contact with the en �. i.,ai fir:" underside of the tile. x ,� �• t ` 2. At the second course,apply a minimum 2' (50.8mm) x 7 (177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan ��, ,- ="'•.E �' portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. 0000 . . 0000 0000.. .0 0 00 0000.. .. .. 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000• 0000.. ... . 00000 .. .. .. 000000 0000.. 0 . 0 0000.. . . 000000 .. 600 �MIAMi•DADE COUNTY NOA No.: 16-0315.01 �■1 "'� Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Haii"Wonh plasfic cement Paddy(Wween tReQ twlen e4l t I. On the eave course only,apply a minimum 2" (50.8 \ >' _ I mm)x 10" (254 mm)x V (25.4 mm)foam paddy Battens optional � I 1 s b I Qui onto the underlayment positioned as shown,under ;' the strengthening rib for flat tile or under the pan rportion of the tile for low or high profile tile closest /' to the Overlock of the the being set. Leave -1214111 S te,pastd '" ~ .4 },'` approximately 4" (10 1.6 mm) up from the eave fi �4 'tet Vnile edge free of foam to prevent the expanded adhesive paddy � � In. from blocking the weep holes. Insure r approximately 17-23 in'(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)foam paddy onto the underlayment just below Flat&owProfileTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Alauthmuophimtkeement Single paddy under We pan portion of the tile,closest to the underlock for lwbene ,fry `` Paddy ibetween tiles) the second course tile to be installed. Insure --- �. approximately 8-9 int(51.6-58.1 cq� vf- dhesive _ r Pw dyrlunder tliei contact with the underside pf the tile.•••• 0996:0 optional (Instructions continued on nC)jtgqge) 00:0 0 0 ''�.`+ `•F`.`'�" te' i'` 0000•• •• •• ••••i• ��in. ` 0000 0000 00.00 2t � �, 4 • • ' �.X4in. t - 00.00• ••• • 0000• �t�adtfiy csm • • -rte `�` - i� 0000•• • • • • • • '-G� t +,,,166f1 '• ox 2In • • • • 000000 ` `, 9fJ �., • • • :••••� Iraane Ours • • • r €airs Ccwxr�e ' F ••i Medium Profile tile. NOA No.: 16-0315.01 MIAMI-DARE COUNTY Expiration Date: 05/10/17 � , Approval Date:04/07/16 Page 9 of 11 r ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nap through Plastic cert- Sln4e paddy under 61e 1when required) ,' 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" �. Paddy lbetween tiles) �. (19 mm)paddy on top of the eave course the per iundertilei surface as shown, on top of the strengthening rib for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately ��14QM 9(58.1 cm)- 11 (71 cm)square inch adhesive �x�i . k ,� contact with the underside of the tile at the overlap Sin* f` ~, and 7(45.2 cm)-9(58.1 cm2)square inch pal on up a adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. c = ascia Weephda yF to in.•.,,, a k,,�' % :° Ewe dasure DrIpedge NEW High hrntlt€Ttle • • •••• •••••• •••••• •• •• •••••• • •••• •••• • • •••• •••• Goose ••Goo• ••• • •s••••G oo •••o•• • • e • • • s • • :000:0 • 060.00 • • • • s • • NOA No.: 16-0315.01 hlie►wu•nt►ne cout�rry Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" inplaceenoughhe antiltoachieve s5to70sq in. Steep pitch required) (50.8 mm x 10" 254 mm x 1" 25.4 mm foam €n contact with the pan tile. (when required} \ ) ( ) ( ) 2)Turn coven upside down.place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile• shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.In.contact area. ,_® tiles from rocking until adhesive has a chance to Underlayment i cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)–70(451.6 cm2) square inch adhesive contact with the underside rl� f Sheathing of the pan tile. d`-y Eave closure (motarshown) 3. Turn covers upside down exposing the underside w0ephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut tosecond course of edge of each side of the cover tile.?,eat% pan tiles.Ensure save end of pan and cover tiles are flush at eave One. approximately 3/4"(:9 rah)to I""A mm) ••'•'• • Two Piece Barrel-High Profile Tile from the outside edgy pT the'tile, ie ard�free of •so 000 foam to allow for exlaqugr2. • • .....• .... .... . . 4. Turn cover tile over A tes0am istppW5 and ...�« place onto pan tile cc?,€a oeinsure asminimum 20(129 cm2)-25 (16?3-errl2)square lash ••e•*• contact area on each IM48f the cover-tile to the e: pan tile. Continue in'same lhannet.Tr%away—66.11 any cured exposed foamaadhesive.Pointing of;....; .• longitudinal edges of the cover tiles1111 ares considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 16-0315.01 MIAMI•DADEeoUNTY Expiration Date: 05/10/17 no= Approval Date:04/07/16 Page 11 of 11 Of, SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.9 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 the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to ;retnalledrin accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). sees 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof dool4rtg sees.. n be viewed from below.The owner may wish to maintain the architectural appearencei therefore, .' oofing nail penetration of the underside of the decking may not be acceptable.TM9 p"es theciebolf ••••:• taining the appearance. •sees* e sees e e sees sees . . eese eves •ecce 6. Overflow scuppers(wall outlets):It is required that rainwater fIows*U1Vo*Mat the Molls : •••••e t overloaded from a buildup of water.Perimetededge wall or other roof extensidh AJ block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessa 'to"still overflow' '. scuppers in ccordance with the requirements of Sections 84402,R4403 and R4413. ,;Owner/Agejit's Signature ate ontractor ' na ure ate Property Address M a A P-r Permit Number 33 asp Revised on 7/9/2009 LD;07/01/2015;