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RF-15-2123 e y ORFS7 -s t:. l Y 'v Miami Shores Village kY gt p'N� 10050 N.E.2nd Avenue NE MR t •• Miami Shores,FL 33138-0000 ..4 io1 Phone: (305)795.2204 Project Address Parcel Number Applicant 904 NE 96 Street 1132060143030 ANGELA ROQUE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ANGELA ROQUE 904 NE 96 ST MIAMI SHORES FL 33138-2524 Contractor(s) Phone Cell Phone Valuation: $ 15,800.00 ROCHE ROOFING INC (305)220-7663 Total Sq Feet: 2700 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOFING FLAT AND TILE COLOR THRU Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-8-15-56788 CCF $9.60 08/20/2015 Check#:2104 $50.00 $796.60 DBPR Fee $4.50 DCA Fee $4.50 08/27/2015 Check#:2103 $796.60 $0.00 Education Surcharge $3.20 Bond#:2824 Permit Fee-New Roof $300.00 Scannin%�te $12.00 Technolop�Fee $12.80 Total: $846.60 ?_n y J h...v In considion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining 1 iereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting f—h)s permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fgr,LECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. Jam.. OWN ERS':APFIDAVIT: 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. Futhermore, I authorize the above-named contractor IP do the work stated. August 27, 2015 A:*orized Signature:Owner / Applicant / Contract / Agent Date Building Department Copy August 27,2015 1 .. t Miami Shores Village ECEIVED Building Department AUG 9'0 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/ ' BUILDING Master Permit No.�)r� L— 212_3 PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRiC "P ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: JUt: 1� 3) City: Miami Shores County: Miami Dade Zip: 33/3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): )10 6-eL/q' /2 0 Phone#: .305 -74-Y lit 13 Address:_ Sy AIt: I City: 91-AMI S State: �1:F1� f►�J4 Zip: Tenant/Lessee Name: Phone#: 3af�&c[C L(3 Email: C1-e q4 O/Zo-(;r- 0 GMi+,14 Co� CONTRACTOR:Company Name: Phone#: ?,c-AS- 7,ZZ) 2&�C0 Address: ( 3 C City: .OUVI k State: T L. Zip: 3�2� lualifierName: :4.05-tko o—X—a Phone#:,30S-Z70-7b63 State Certification or Registration#: CSL' 1330 3 Z Z Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip:�11 (/ — Value of Work for this Permit:$ N Square/Linear Foo ge of Work: �! 7 6 Alteration ❑ New Repair/Replace El Type of Work: ❑ Addition ❑ Description of Work: CC NZ Ci F( Ct Specify color of color thru tile: IM, Submittal Fee$ o Permit Fee$_� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 93Q) TOTAL FEE NOW DUE$ (Revised02/24/2014) .—,�G r x 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. 1 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 com ncement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa ee– Signature OWNER or AGENT CONTRACTOR The foregoing instru Fent was ac nowledged before me this The foregoing instrume t was acknowledged before me this Z day of_ ✓S 20 I by � ` day of V V 201S- by N who is personally known to t'�I� bhp who is personally known i:o me or W1 has produced D - I 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: j Sign: zt&� " c S' V— W611111111 Print: Print: d Seal: FSC•t11a 01 FMM10a Seal:UNLrjwv t tate M F"d� Moldy FF 191614 CgwM"J �I FF 212678 N FN 9,2019 My Eon MK22,2019 aonflNauyAun. l� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,I y d a .T w L• Y t RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTK*INDUSTRY 4ICtWbI*IG BOARD CCC 13=28 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Che ter 489 FS. Expiration date, AUG 31, 2016 ROCHE, FAUSTINp ROCHE ROOFING,INC . • ; 9221 SW 13 ST MIAMI ,I;eS .t ISSUED: 0812712014 DISPLAY AS REQUIRED BY LAW SEG* L1 408270003 1 86 f 3 a —Ti93k3"OT A 04L - M� AVO 33t$5 i ad:l�t#Guda. OWNS* VM TY' OE BUSINESS .f. PAYMENTAECEIVIi ROCF 000FING INC 196 M.ECIALTY BU C RY TAX C4 LECTC* CONTRACTOR 75.00 00125/2044 Wbdw(s) 6 03BS00056 0228-14-W256 111&Local IlImplaw Tar ly CestiW Pa1MOdltha Lacd"In n Tax.1M►iceipt is tt11A ,. P"NK or a mookation of er s guOsatiorm to do business.Holder must cmiallly with any 4s Moepowe` 1 repui m and rmp�wbiah apply fAftbialipm Tbs REI WT N0.abom~be diapl tlp plt>rarcial etdtltlM—Mw15/M Code Se0114471. Aug 20 2015 10:28AM HP Fax 305-267-4046 page 1 Nh s AI AA C DATE( WDDWI ACDRD CERTIFICATE OF LIABILITY INSURANCE FEB03,2095 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Florida Insurance Agency of Miami ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 441340 HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami, Fl.33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P;305-445-9100 INSURER AFFORDING COVERAGE t INSURED INSURER A: Endurance Amer co Roche Roofing Inc INSURER B: 4101 sw 73 ave INSURER C: Miami FI 33155 1NSi1RER0: INSURER E: INSURER F: covers ea THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT. WITHSTANDING ANY REQUIREMENT,TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT)FICATE MAY BE ISSUED OR MAY?ERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TERMS, EXCLLSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY FIA'✓E BEEN REDUCED BY PAID CLAIMS. INSR ADDL I EFFECTIVE EXPIRATION LFR INSR TYPE OF INSURANCE POLICY NUMBER (MMIDDPM (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE 1.000.000 COMMERCIAL GENERAL LIABILITY PREMISES(Eaoccurrenca) ; ;100,000 .CLA)MS MADE X❑OCCUR MED EXP(an one person) $6,000 A0 CBCI0000712302 11/27/2014 11/2412015 PERSONAL&ADV INJURY 1.000.000 GENERAL AGGREGATE 2.000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPCOP AGG 1.400.000 POLICY PROJEC171-0C AUTOMOBILE ABILITY CO-M-81-NEO SINGLE LIMIT ANY AUTO (Ea accident $ ALL OWNED AUTOS SCH EOULED AUTOS (Per Person) ; HIRED AUTOS NON-OWNED AUTOS (Per Accident) $ (Per Acciden S ANY AUTO y ALL OWNED AUTOS AUTO ONLY AGG OCURR CLAIMS MAGE EACH OCCURRENCE AGGREGATE DEDUCTIBLE $ 5RETENSION 5 S EMPLOYERS LIABILITY TORY LIMITS ER ANY PROPIERTORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? ItNTILUyed if yes describe under SPECIAL PROVISIONS below c DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESIEXCLUS IONS ADDED BY ENDORSEMENT(SPECIAL PROVISIONS: Roofing contractor x I CERTIFICATE HOLDER I JADD-L INSURED SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED SFORE THE EXPIRATION DATE THEREOF,THE'SSU!NG INSURER WILL ENDEAVOR TO MAIL RDAYS WRITTEN Miami Shores V111pe NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: )1 uildla0 Deparhnerit IMPOSE NO OBLIGATION OR LIABILITY CF ANY KIND UPON THE INSURED,ITS AGENT Ott 10060 WN tad Avenue AUTHORIZED REPRESENTATIVE Miami sharers, RL 33135 Tony Zoghbl ACORD 25(2001!08) A�010 CORPORATION 1988 • Date CERTIFICATE OF LIABILITY INSURANCE 8/14/2015 Producer: Plymouth Insurance Agency 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 NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance 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 indicated. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence $ Commercial General Liability Damage to rented premises(EA Claims Made 1:1 Occur occurrence) Med Exp General aggregate limit applies per: Personal Adv Injury Policy 11 Project 1:1 LOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) $ Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Bodily Injury Hired Autos Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 x WC Statu- OTH- Employers'Liability I tory Limits ER Any proprietor/partner/executive officer/member 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/LocationsNehicles/Exclusions added by EndorsemenVSpecial Provisions: Client ID: 91-67-256 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Roche Roofing,Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list 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 08-13-15(TLD) Benin Date 5/15/2013 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to BUILDING DEPARTMENT do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 � wrr+ � / r ■■!■■■■■■■■N■■■■■■Nti,■liiiiiiiriii� �:rr•i■u .i.�l■■■■■■■■■■■■■■■■■■■ MEMOS■■■■■■■■■■■■11■■tl■■■■■■■■■■■■■■Gi I■1l■!■■MSi1■■■■■■■■■■■■ MEENEM ■■■FIN11MP.SE!iL.'isimmmMM■■■SEEN ■■ HIS! .7S■■■E■■O■I■NIl■■11\■■■■■■■■/i■11■!11A1�IS!■■■■■■■■■■■■■■E SISI S!�M■■E�■■■■■■I■�11■■■�•��'-- Ilam■® ■EE ■N■ ■■I! 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'.r• � a■■■a EN■■■■■■■■■■■■■■■■■ ■LJ■I':'lr'tl!■■ESN■■!■■NN■E■■■■\■■N!■■■■1ISN■■IO■■■■NEN■■■■■■■■■■■ • I [^j�a • • • • • • • • • •• t i pp3 • • ••• • • • ••• c sedion c MtAMFWsp� Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "Valiveriny Excellence Evers,Day" Fill in the speci/ic roof assenibly components.ll a component is not required,insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: 1 POLYGLASS USA Top Ply: POLYGLASS SAP FR Product Approval (VOA)-. 13-1217.01 System Tyle: E2 Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 126 or Sealed Calculations: SELF ADHERED (Pi) Field: -42.8 psf Surfacing:I NA SINGLE PLY MEMBRANE: (P2) Perimeters: -71•� psf Single Ply Manufacturer 1 Type: (P3)Comers: -108.8 psf NA Maximum Design Pressure From NOA: -52.5 psf Single Ply Sheet Width: NA "112 Sheet Width: NA " Roof Slope: 0.5max 12 Roof Mean Height: 12 ft. No.of Single Ply 112 sheets: NA Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: NA Deck Type: —5/8"Plywood- 21 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: NA "01c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: NA "1.Field: olc @ Laps&o rows a"o/C Existing Roof: SAME 2.Perimeter: "old @ Laps&F47 rows a"o/c Fire Barrier: NA 3.Corner. "ole @ Laps&F1 rows 6 "01C Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: NA 1, Field:ED 2. Perimeter: NA 3. Comer. NA Anchor Sheet: Insulation Fastener Type: NA NA Anchor Sheet Fastener!Bonding Material: WOOD NAILER TYPE AND SIZE: NA Insulation Base Layer Size&Thickness: NA NA Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: NA NA EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:I—Galvanized Metal— NA Edge Size: --3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Sirip Size:I—SELECT EDGE METAL HOOK STRIP SIZE— NA Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1-114"RS NAIL @ 4"OC STAGGERED GAF GLASSBASE SHEET&1 ELASTOBASE Base Sheet Fastener/Bonding Material: Coping Material: SELECT PARAPET WALL COPING MATERIAL- 1-1/4"RS NAIL&TIN CAP 1-5/8" Coping Size: —SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of PIy(s): Hook Str(p Size: —SELECT CQPft j(3 W L STRIP SIZE— POLYGLASS SA V(1) Parapet Coping Metal A chm! • • • ••• • Ply Sheet Fastener/Bonding Material: NA .. ... .. . . . .. SELF ADHESIVE . ... . ... . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . ... . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . l � •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • • • • •• • • • ••• • • • • ••• • • ••• • • • ••• t Gdgc Nailable Dcd MIAMI•D0E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Top Ply brterplies Base Sheet Roof Mean Height: F147 ft. Drip Metal: 3"X3"GALV 26 G --- -- Surfacing: Drip Metal NA Top Ply: POLYGLASS SAP FR v `s Interplies: POLYGLASS SA V s w Base Sheet: RodDeck a v ° GLASSBASE 75#FOLLOWED ELASTOBA v Deck Type: k PLYWOOD • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � r Vo 60 • • • • • • • • • • • • • • • • • • • •• • • 0:0 •• • • • • ••• • • • • • • • • • • ' SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. 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 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. _1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providi that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2, Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renal in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between ne' boring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. (A 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be ew,;d 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. _5. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accor ance with the requirements of Sections R4402,R4403 and R4413. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interio f the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It—m-ay-be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered arc ect to eliminate the attic venting,venting shall no required. �0 �-�- Owner's/ gent's Signature Date •�grltractot's y ignpgre •� 1qv14 AJC (o St •• •.• •• • • • •• Property Address Permit Number •• • • • • • • • • • • • ••• • ♦ • • • • • • • • • • • • •• •• • • • •• •• .. . . . . . ... .. . ... . . . . .. . . . o. ow • • • • • • • • • • • 6 ..• • • • Y ••• r .5'°R �•� Miami shores Village •..• ..-`. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 FLeR1Dp 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: I ! ?S 10050 N E 2nd Ave Miami Shores, R 33138 Re: Owner's Name: Property Address: y WE Roofing Permit Number: Dear Building Official: 1 ✓1 v e certify that I am not required to retrofit the roof to wall connections of my buildi because. p e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) L Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that W a is the wner for the above property mentioned. 0 oil 00 Sworn to and subscribed before me this : '•: da;of W, ZJ (5 Notary Public,Sate of Florida at Large OMAM00 MEt . Moan►Pwle•Oft of FWWa • E�Cot> o1M•FF 21��17 • When the just valuation of the structure for purpose of ad lalorein4axation s OWZ t0-Dr16946 �1�� a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall A--;-- Revised on 5/212009 • • • • • • • • • •• •• • • • •• 0• f _ .. . . . . . ... .. . .. . ... . . . . .. . . . .. . . . .. ... .. ... ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . ... . . ... . . . . ... ... . . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... i 7066 itlf i.FL 33158 Tel: 178 Fec 7864800-2627 it m E' Roofing Contractor ROCHE ROOFING. Permit# RF4-5-2123 lob Address 904 NE 96 ST MIAiM SNORES,FL.33136 Owner's Name ANGELA ROQUE Type of Tile BORAL SAXONY 900 One butiNed Approximate Roof Height 13' feet MOf Pitch 3/12 7VVe of Access to Roof LADDER Approximate Square Footage of OW U R2 IMgnfred Testing Force 35 lbs Date Tested 09/23/15 II vw*wNRrk p TesttEquipment F.G.E.100 Contact Name ROGER 0 Mwnw LOCATION / # FAI L Corner 9 ARM 9 No fest s i Perimeter 10 tests 10 Pass i Test o Fail Field 30 Tests 30 Passe., Ridge 9 Tests 9 Pass Faii TOTAL 58 Tests 58 Pass Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTRut TF s7 - V,;-NCE TO TnF RFOUIREMENES OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DI SAST FR'. ', t YENAN T LEYVA P.E#67416 i -4dam cR?v�C'B$B tel r as OolO 9�6 ,< t+JZ 5ffas" t t+r:` lspi�dlSS `'i ma ft%some flo 000" t t?2+1T Ri A-1 Engineerin Inspection Services, Inc 7066 SW 4 Street Miami, FL 33155 Tel: 786-39 1►179 Fax: 786-800-2627 alroofi ection mail.com LAB CERTIFICATION# 14-1215.04 09/23/15 PERMIT. #RF-8-15-2123 904 NE 96 ST MIAMI SHORES,FL. 33138. T T T T T T TT�: T T T T T T T T T T T T T T T T T T T T T T T T T T T T 7066 SW 40 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 8/13/2015 Property Search Application-Miami-Dade County OFFICE OFTHE PROPERTY APPRAISER Summary Report Generated On:8/13/2015 Property Information Folio: 11-3206-014-3030 Property Address: 904 NE 96 ST Owner ANGELA ROQUE Mailing Address 904 NE 96 ST MIAMI SHORES,FL 33138-2524 Primary Zone 1100 SGL FAMILY-2301-2500 SQ = Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,114 Sq.Ft Living Area 1,676 Sq.Ft Adjusted Area 1,868 Sq.Ft Lot Size 10,958.09 Sq.Ft Year Built 1966 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $100,500 $100,500 $100,500 Land Value $281,685 $175,465 $116,976 Taxable Value $29,159 $28,130 $26,230 Building Value $132,180 $129,817 $130,872 School Board XF Value $0 $0 $0 Exemption Value $25,500 $25,500 $25,500 Market Value 1 $413,865 $305,282 $247,848 Taxable Value $104,159 $103,130 $101,230 Assessed Value $129,659 $128,630 $126,730 City Exemption Value $50,500 $50,500 $50,500 Benefits Information Taxable Value $79,159 $78,130 $76,230 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,500 $50,500 $50,500 Cap Reduction $284,206 $176,652 $121,118 Taxable Value 1 $79,159 $78,130 $76,230 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Senior Homestead Exemption $50,000 $50,000 $50,000 Previous OR Book- Price Qualification Description Widow Exemption $500 $500 $500 Sale Page p Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 08/01/1980 $84,000 10836-1438 2008 and prior year sales;Qual by exam Board,City, Regional). of deed Short Legal Description • • .. ... .. . . . .. 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 • ••• • ••• • • LOT 11 BLK 76 • • • • • • • • • • LOT SIZE IRREGULAR •• • • • • • • • • • OR 10836-1438 0880 1 ••• • • • • • The Office of the Property Appraiser is continually editing and upd atng.he tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and•User,Agreomer:at htt ://www.miamidade.gov/info/disciaimer.asp Version: • •• •• • • • •• •• 1 � TGFU.RI4571-Roofing Systems Page 6 of I L 34.Deck:C-15/32 Incilae:2 insulation(Optionan:—Polyisocyanurate,perlitc,wood fiber or polyisocyanuraie/perlite board,any thickness. Barrier Board:—1/4 in.(min)G-P Gypsum DensDeckO.mechanically fastened with all joints staggered 6 in.from the plywood joints. Base Sheet:—"ELASTOBASE"(pely/sand),mechanically fastened or"ELASTOFLEX SA V FR BASE"(self adhered). Ply Sheet(Optionaq:—"ELASTOFLEX SA V FR BASE"(self adhered). Membrane:--"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR","POLYFRESKO SBS$A P FR", "ELASTOPLEX SA V FIX","ELASTOFLEX SA V FR Hr,(self adhered)or"POLYFLEX G FR","POLYFRESKO TORCH FR, "DUFLEX 0 FR",-ELASTOFLEX S6 G FR","POLYFRESKO MOP FR-,"ELASTOFLEX VO FR","ELASTOSHIELD TS 4 FR",heat fitscd. 35.Deck:C-15/32 Incline:112 Insulation(Optional):—Polyisocyanurato 1.5 in.(min.)with oil joints staggered 6-in.(min.)from the plywood joints. Base Sheet:—Type 02,mechanically fastened followed by"ELASTOBASE",mechanically fastened. Ply Sheet(Optional):—"ELASTOFLEX SA V FR BASE"(self adhered). Membrane:--"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","ELASTOPLEX SA PFR","POLYFRESKO SBS SA PFR", "ELASTOFLEX SA VG FR"(self adhered)or"DUFLEX 0 FR","ELASTOFLEX S6 G FR","POLYFRESKO MOP FR", "ELASTOFLEX VG FR-,"ELASTOSHIELD TS 4 FR",heat fused. 36.Deeks NC Incline.2 Insulation:—Atlas Roofing"ACFoam ill"or'ACFoam Il"or Hunter Panels"H-Shield',any thickness. But Shat:—"ELASTOBASE-(poly/sand),heat fused or mechanically fastened or"ELASTOFLCX SA V FR BASE"(self adhered). Membrane:—"POLYFLEX$A P FR","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR","POLYFRESKO SBS SA P FR-, "ELASTOFLEX SA V FR HT","ELASTOFLEX SA V FR"(self adhered)or"POLYFLEX G FR",'POLYFRESKO TORCH FR", 'DUFLEX G FR","ELASTOFLEX S6 G FR","POLYFRESKO MOP FR","ELASTOFLEX VG FR","ELASTOSHIELD TS 4 FR',heat lased. 37.Deck:C-15/32 Incline:3 Insulation(Oplionan:—Polytsocyanuratc,perlite,wood fiber or polylsocyanuratelperlile board,any thickness. Barrier Board:-1/4 in.(min)G-P Gypsum DensDeck®,mechanically fastened with all joints staggered 6 in.from the plywood joints. But Sheet:—"ELASTOBASE"(poly/sand),mechanically fastened. Ply Sheet(Optional):—"ELASTOFLEX SA V PR BASE-(set f adhered). Membrane:—"ELASTOFLEX S6 G FR"or"POLYFRESKO MOP FR",heat fused. 3L Deck:NC Incline:3 Insulation(OpllonaQ:—Atlas Roofing"ACFoarn Ill"or"ACFoom II"or Hunter Panels"H-Shicid",any thickness. Base Sheet:—"ELASTOFLEX SA V FR BASE"(self adhered). Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","BLASTOFLEX SA P FR"or"POLYFRESKO SBS SA P FR"(selfadhered). 39.Deck:NC Incline:I Insulation(Optional):—Polyisocyanurate,glass fiber,perlite or wood fiberboard,any thickness,any combination,mechanically fastened or hot mopped in place. Base Sheet:—Type 02,"ELASTOBASE","MODIBASE"of"ELASTOFLEX V",mechanically fastened. Ply Sheet(Optional):—Type G2,"ELASTOBASE","MODIBASE","ELASTOFLEX V","ELASTOFLEX S6","POLYFLEX"or "DUFLEX"adhered with 12000 MB PREMIUM",cold proem adhesive at t to 1.1/2 gal/sq. Membrane:—"ELASTOFLEX S6 0 FR",-POLYFRESKO MOP FR","ELASTOFLEX VG FR","ELASTOSHIELD TS4 FR", "POLYFLCX G FR"(sand-backed)."POLYFRESKO TORCH FR"or"DUFLEX 0 FR"(Sand-backed),adhered with"2000 MB PREMIUM"cold process adhesive at I to 1-12 gaVaq. 40.Deck:C15132 ••In«Ijgp 1• , • • •• Insulation(Optionaq:—Polyisocyanorate(1. jt.milf)bgle¢s l�ber�7/1:6 it. ory� ltt�h) rlite(3/4 in.min),mechanically fastened or hot mopped in place. •• 000 •• • • • •• Base Sheet:—Two plies Type 02,first ply mechanically fastened and the second ply fully adhered with"2000 MB PREMIUM",cold process adhesive at 1 to 1-12 gal/sq. Membrane:—"M ASTOFLEX S6 0 FR","POLYFRESKO MOP FR",'ELASTOFLEX VO FR","ELASTOSHIELD TS4 FR", "POLYFRLISKO TORCH FR"or"POLYF.L%X Coe(sand btloctIlAfhered vgiM0 2UV!MB PREMIUM"cold process adhesive at 1 to 1-1/2 gal/sq. • • • • • • • • i •• • • • • • • • • • mbtml:MwJ/C-NUsersU.wkDropbox\Polyglass New UUs.mht 1/16/2012 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I •• • • • • • ••• •• •• • • • •• ••• •• 00 • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • •• •• • • • •• •• • r + M1® � A11Ah11-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcct,Room 208 BOARD AND COON:ADMINISTRATION DiVISiON Miami,Florida 33175-2474 'r(786)315-2590 P(786)315-2W) NOTICE OF ACCEPTANCE (NOA) ��'Kw.mian►idadc.eo�lecnnnm� Polyglass USA,Inc. 150 Lyon Drive Fernley,NV 89408 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 REP,-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. REP,reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks 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. after a expiration date or if there has been a revision or change in the TERMINATION of this NOA will occur R th p b 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 x iratio date may be displayed in advertisin 7 literature. If an portion of the NOA is displayed,then it shall be done expirationb Y P P P Y in its entirely. 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 NOAii 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewead�by AreK Mira. •• . .. . . . . ... . NOA No.: 13-1217-01 mmmM DADS DOU� ••• •:• ••• ••: ••• ••• Expiration Date: 10/11/17 • • • • • • • • • Approval Date: 1110611.4 •• • • • • • • • • • • •• • • • . • • • • Page 1 of 33 • • • • • • • • • • • •• •• • • • •• •• i + 1 • • • • • • • • • •• • • • • • • • • •• • • • • • • •�• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • 1 Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: '9/32"or greater plywood or wood plank,fastened at 24"spans with 8d ring shank nails at G" o.c.at edges and intermediate supports. System Type E(2): Base sheet is mechanically attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table I of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Shect: One ply of Polyblass APP Base,Elastobase(Poly/Sand)sheet fastened to the deck as described below: Fastening: Attach base sheet using I I ga.annular grooved shank and I"diameter caps spaced G'o.c.in a 3"lop and b"o.c.in four equally spaced staggered center rows. Membrane: One ply of Mastoflex SA P,Elastoflex SA P FR,XiraFlex SBS G SA,Polyfresko G SBS SA, Polyfresko G SBS SA FR,Polyflex SA P,Polyflex SA P FR,XtraFlex APP G SA,Polyfresko G APP SA,Polyfresko G APP SA FR,PolyKool or XtraFlex Kool APP S SA self-adhered. Surfacing: (Optiona))Install one of the approved surfacing products listed in''able 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf,(See General Limitation#7) .. .•. . . . . . .. .. . . • • ••• . .. ... .• . . • .. MIAMFDAOECOUMY NO,k No.: 13-1217.01. Ill■ • ••• • ••• • • Expiration Date. 10/11/17 s i • i i i •• i l i i Approval Date:11/06/14 •• • • • • • • • • • Page 27 of 33 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically Ibstened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the Ev"f range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required an all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped S"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A G' break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt: application of either system shall be at a minimum rate of t2 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbr.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 Ibf'insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered hoof Consultant maybe submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE . .. . . . . ... . • ••• • •.• • • NOA No.; 13-1217.01 M1AM1DADECOUNTY • i i •• i Expiration Date: 10/1.1/17 • •• • • • • • • • • Approval Date. 11106!14 ••' ' • • • • Page 33 or 33 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • 0:0 •• • • • • 0:6•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• T • Tile-Roof System MIAMFQIADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer:I BORAL ROOFING LLC Notice of Acceptance Number(NOA): 12-0904.12 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box. Deck Type: --5/8"Plywood-- Optional Insulation: NA Optional Nailable Substrate: NA Roof Slope: "/12" Optional Nailable Substrate Attachment: NA Roof Mean Height: 14 ft. Basesheet Type: Method of Tile Attachment: AIASSTM FELT D226 30# --Adhesive, Medium Paddy Polyfoam Polypro-- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4" RS NAIL&TIN CAP 1-5/8" NA Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: --3"face 26 ga.-- BORAL TILESEAL Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal-- SELF ADHESIVE . 0e Drip Edge Fastener Type: 1-1/4"RS NAIL 4:OC : •o: WvProfile: •• ••• go: • PJEONY CONCRETE TILE Hook Strip/Cleat gauge or weight: [-- Select Hook Strip-- . ... . ... . . . .. . • . • . • . • ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t Section MI® Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. 7.82 _Mg; 77167977 :=XXFE =Mr1: 0.85 < 40.4 NOA Mf P 2:ETI x X 0.200 = 13.62 -Mg; 6.97 =Mr2:EEI< 40.4 NOA Mf P 3:=x X EE= 20.14 -Mg;F6.97 =Mr3;=:5 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F"values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. P1:Qx1:Q==xw:O=®-W:a=® xcos9:®=Fr1:®5QN0AF' P2:® xl:==®xw:®=®-W:®=® xcoso:F7=Fr2:®S=NOA F' P3:= xl:==®xw;O==-W:=== xcos8:r7=Fr3:=:5QN0AF' Where to Obtain Information to complete the calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope fl Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr •• ••+ • • • • • •• Calculated Minimum Attachment Resistance F' •• • +'00 0 0.0 ••Product Approval(NOA) Required Uplift Resistance Fr •• ••• -0; • • • •• Calculated Average Tile Weight W Product Approval(NOA) =length • • • • • • • • • Tile Dimensions w=width +• • : : •• • •+• troluctApproval(NOA) • • • • • • • • • • ••• • • • ••• • • r t MIAMI, amaM IA,111-DADS COON I Y PRODUC'I'CON'fAOL SEC'rION DEPARTMENT OIC REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,ltoom 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 F(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) witw.mianidadc.Lovlpera Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 atter the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Lone of the Florida Building Code. DESCRIPTION: Saxony(Shake,Slate,Split Shake)Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manuf'acturer'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 shat) 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 s0 at TI%re::IuQst.Nthii LCuiklittg Official. This renews NOA# 12-0308.25 and consist�•f • t •onjll 8••• •• �L' PiiL$ tID' b .. The submitted documentation was reviewed by Alex Tigera. ••• ••� ,:r ••• ••• •�• NOA No.: 12-0904,12 MIAMI•DADE COUNTY • • • • • • �. .. • • • • • Expiration Date: 12/16/17 ••• •• ••• ••• ••• Approval Date: 12/06/12 Page 1 of 8 • • • • . . • . • • r r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FI, and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained.by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16'/2' 'TAS 112 Flat,interlocking,high pressure extruded concrete Saxony(Shake,Slate and w= 12-3/8" roof the equipped with two nail holes. For direct. Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1—varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w varies rakes,ridges and valley terminations. varying thickness Manufactured for each the profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102& PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Festing Feb. 1995 Engineering,Inc. •• 090 • • • • • •• PA 102 •• •. ••, : : ,•:2 Quik-Drive Screws, Battens) The Center for Applied 0j1-74)jI.(-N0: ••• ••4StaticUplift Testing March, 1995 Engineering, Inc. PA 102 (I Quik-Drive Screw,Direct Deck) .•• •:• •+• ••+ ••• ••• NOA No.: 12-0904.12 MIAMI•DADECOVNTY • • • • • • ■ , .. ■�' •• • • • • •• + •• • • • Expiration Date: 12/16/17 • •• • • • • • • • • ••+ . • • • • Approval Date: 12/06/12 Page 2 of 8 • •• •• • • • •• •• 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 'The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (I Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 W ind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance'testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test 4MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 5201114 PA 101 Celotex Corporation Testing 5201914 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS-1 12 .Ian.2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplill test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of 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 apply a0 ons dray (.ve vis Alred perpendicular to the roof slope unless stated otherwise by the underlay mei;pateLijl r iutuclut;rsoprklished literature. 3.6 This acceptance is for wood elocketnplic*& onisrMI'gih,*nuP*cleck requirements shall be in compliance with applicable building code. • • • • • NOA No.: 12-0904.12 MIAMFDADECOUNTX ••• • • : . •• • ••• . . Expiration Date: 12/16/17 ••• i • • • • Approval Date: 12/06/12 Page 3 of 8 • • . . • . . • . • 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Root"File and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w) - Tile Profile Weight-W(lbf) Length-I (ft) Width-w(ft) Saxony(Shake, Slate and Split 11.8 1.375 1.02 Shake) Tile Table 2: Aerodynamic Multipliers -X(ft ) Tile X(ft ) X Profile Batten Application Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12"or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct (Shake, Deck Deck Deck Deck Deck Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Split Shake) Tile .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. •�• •i• •�• ��i ••• •�• NOr1 No,: 12-119114.12 QMIAMMIM- MOUNTY � � • • Expiration Date: 12/1(/17 ,.: • ••• ••` ••• •• Approval Date: 12/06/12 Page 4 of S ••• • • • • ••• • • • •• •• • • • •• •• Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Nail-4n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake)Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24,4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) _ 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grants. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake, Slate 31VI'm 2-Component Foam Roof Tile Adhesive AH-160 118.9 and Split Shake)Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams .. •.. . . • . . .. . •. . . . . ... . . ... . ... . . i i •` i i NOA No.: 12-0904.12 MIAMI•DADECOUNTY •• • • • • • • • • • ►.� • •• r • • . • • • r Expiration Date: 12/16117 ••• • • • • • Approval Date: 12/06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar, 5. LABELING All tiles shall bear the imprilit or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". faOr BORAL-LIFETILE BORAI.ROOFINt; LLC,SAXONY TILE(LAKE:WAu. s FL) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.L2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. • •• • • • • ••• • • • • • ••• • • • • NOA No.: 12-0904.12 MIAMI-DADEC OUNTY • • • • • • • f •. . . • ° • • • • 1±.zpiratiou Date: 12/16!17 • •• 1. • t t f • • t ••• • • • • • Approval Date., 12!06112 Page 6 of 8 ..• . . . • ... • • • •• •• • • • •• •f PROFILE DRAWINGS {+ML HOLES I w16"(slelt 16116"(shak 17 , OVERLAY ;G 1.2 3/8' r WATERLOCK SAXONY CONCRETE ROOF TILE(SLATE MODEL) db S 'SY z ti •• ••• N• • SAXONY CONCRETE ROOF TILE(SPLIT SHAKE MODEL) ••• ...... .•. .•:.. .•. ..•. . NOANo.: 12-0904.12 CMIAMIM-DADMEC MU ••I.•.` • • • • • I!.XIIlriitlnll Date: 12(16/17 • •• • • • • • • • •• • • ••• •• •• • • •• • • • •• • Approval Date: 12/06112 ••• ' ' ' ' ' Page 7of8 ••• • • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY M 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.gov/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 construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sball4w providedto tihe.usorbx the manufacturer or its distributors and 69 shall be available for inspection at the job site the Ye~ • •f 100 CJFMi1U1Jg Official. This revises NOA#12-1219.01 and consists of Rages*I ;ro4!4* ••• The submitted documentation was reviewed by Juan E. Collao,R.A. . ... . ... . . • • •• NOA No.: 13-1113.05 MIAMI•DADECOUNTY ••• Expiration Date: 07/31/17 •• . • • ••• • Approval Date: 03/13/14 ••• . • • ••••. . Page 1 of 4 ... . . . ... . . APPROVED ASSEMBLIES: Deck Type 1: Wood, non-insulated 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"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles, and Asphaltic Shingle assemblies. of 00 00• •• 14 • • • N M M •• • • • ••• •• • as M M • *:0• •• I • •• • :00":.N • •• 4000N• N • • • t•• • •• 0040 •• • • • •• • ••• • ••• • • • • • • 0-0 • • • ••• • • •• • • • • •• • • • •• • • • • • • •/ • 4040 • • • 4040 • • • � • • ••• • i • • • • • • • • • • ••:•:• ;' • '.'• '.'• '•4040 ••• NOA No.: 13-1113.05 MIAMI-DAD;COUNTY Expiration Date: 07/31/17 �FJUURIYA 00* • • • • 000 • • Approval Date: 03/13/14 • 4040 • • 4040• 4040 4040 • • Page 3 of 4 • •• • • • •••• •• • • • .• •••••• 0:0%0:0-.100-00000 4040••• •4040•. ... . . . ... 0 • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. if BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below QMIAMMI-DADE COU • •• Go 00 M . 9 N M M as • • 9 09I M M M N M 9 • • 9• . 9 0. • I0M N • END ©VANU A.CCIP•TA.NCE 00 ... .. . 9 9 90 . 9.9 . ... 9 . .• •. . . .. 0000 . ...•• 9to 000000� •• • • �• NOA No.: 13-1113.05 MIAMI•DAD;COUNTY Expiration Date: 07/31/17 •.• • • . . •+• • Approval Date: 03/13/14 •"• • • • ••••• • • Page 4 of 4 • 09 • • . 0000 .• . • • 0000•• • • .• •000.0 • 949.9 9469••• •9.99 6090• 000 0 9 0 00. 0 0 1A1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION MM 11805 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.eov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site the request of the Building Official. This NOA revises NOA 13-0502.02 and con�ifi*ofpa s01&ZuU:1"« The submitted documentation was reviewedby` e :Ti�era + +`:.' `• .. :• .. ... . • . weer* � � . . � NOA No.: 1405/10/01 MIAMI•DADE COUNTY • • . • •• • • Ex iration Date: 05/10/17 • • • ••.+ ••• Approval Date: 09/04/14 Page 1 of 11 •••♦ + • • . 9990• • • • 0• • 9 • 1006 •• . • • 000+0• • • .. •...•• •99+9 6909•.• 0999• ••96• ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pro er 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 •• S•• • • 0 +6.0%Volume Change @158°F., 100%Humidity,2 • •• IM ♦ ♦ • M, •w • • • ••• • Go i•e • Closed Cell Content A'��M•);?• �6 i �„'; Note: The physical properties listed above are preltAted'As t?pic1l llvefage values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. . ••• 0. • 0% . • t •• • • •. • . • . • •♦ • •• • . . ,• • . . . • NOA No.: 14-0805.01 •� MIAMI•DADE COUNTY , •••• • • ♦ • • • • ...� , - ••� .• •• • , .� . . •. .• . • Expiration Date: 05/10/17 '•' ' ' • • • Approval Date: 09/04/14 Page 2 of 11 ••=iZ i'••�•••1•i•i i�'•i EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex.Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M_2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT'2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administr4 ve+�,pd�. , .. �•• i M•I I I r i i ••• • • •• / • 00 ♦ h♦ N • •• ••♦•0•~I0i �i i 0 ••• 66 _� •�; •� • ♦ .0 •so 0 ; NOA No.: 14-0805.01 MIAMI•DADE COUNTY •••••• . s ;�;• •�;:;�;•; Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 •;�•j • •60 • • : • INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foain Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser 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. 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. 00 • ••• 00. 000 • NOA No.: 14-0805.01 MIAMI•DADE COUNTY • • s • • • ' ' • • Expiration Date: 05/10/17 "' ••• •.' ••• Approval Date: 09/04/14 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 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. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . . .. •.. •t '.' 1 t •.' ' ••. •• NOA No.: 14-0805.01 MI�•DA®UNlY •• • i •'• Expiration Date: 05/10/17 1 "' •• 000 ..• • '.• ••• Approval Date: 09/04/14 Page 5 of 11 ... . • • . . . ... ... • • ... 0 0 ADHESIVE PLACEMENT DETAIL# 1 man ffirouyhpiaskit"aWnt paddy18&,namhT&) Flat/Low Profile Tile l •aa,ym.a>x f V 1. Starting at the eave course,apply a minimum 2" " t (50.8 min)x 10"(254 mm)x 1"(25.4 nun)foam ;.. paddy onto the underlayment positioned as shown, -. under the strengthening rib closest to the overlock of the tile being set. faet•rss npti+ansl , .. e.M.{vaus•. `` 2. Continue in same manner. Insure approximately 17 F (109.7 cmc)—23 (148.4 cmc)square inch adhesive contact with the underside of the tile. w ; �+ ' � ,. Eesti• ' - . wx Un Nall 1ihroanhplast caemenir Medium Profile/ Double Pan Tile lwh-m regtuiref) p.ddyl6sn•.rhT.4l 1. Starting at the eave course,apply a minimum 2" 1min)mm)x 10"(254 mm)x 1"(25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 111�W r `A 2. Continue in same manner.Insure approximately 17 2 2 <^ (109.7 cm )—23 (148.4 cm ) square inch adhesive l contact with the underside of the tile. sof y r Uva closure have worst Farscl. NAMINrouopi•auicc"o.ur., FLddjrl8afi.®ek7il.l High Profile/Single Pan Tile tP.id■si•yr 1. Starting at the eave course,apply a minimum 2" (50.8 nun)x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown 116in.R -:' punder the pan portion of the tile closest to the ,2 ""�•t x ._ overlock of the tile being set. Hann ~ 2. Continue in same manner. Insure approximately 17 ° °"al �� (109.7 cm')—23 (148.4 ems)square inch adhesive contact with the underside of the tile. Ccwrsx.. �w` i•' •Weep"Oe00 •• • • • • • 79In, �in s" �E�4 cl�ane : �•• ••• •• • ••• ••; ••• •• NOA No.: 14-0805.01 MIAMI•DADE COUNTY •• • • • • • • ••• • • • • • • ••• • • Expiration Date: 05/10/17 e r •• ••' '.• ••• Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 NAR flimugh p4+alc trm•n1 peddM 180—.1h 11"I Flat/Low Profile Tile {warn rrgvtrvd?, ''S U"odartfay"'•m ¢ 1. Starting at the cave course,apply a minimum 2"(50.8 a mm)x 10"(254 mm)x 1"(25.4 min)foam paddy onto the underlayment positioned as shown under the strengthening rib of the the closest to the overlock of the tile being set. Insure approximately 17(109.7 cm') 23 (148.4 cm2) square inch adhesive contact with the � - 5 ... underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) Fascia x 7"(177.8 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 Esrroaaerr-_.__ �, being set. 3. Continue in same manner. Insure approximately 10" (64.5 cmz)- 12(77.4 cmz) square inch adhesive contact with the underside of the tile. :u•a,hrn,whaU:4icsementl Medium Profile/Double Pan Tile 4when requiredl _-.Paddg,J1. Starting at the cave course,apply a minimum 2"(50.8 m;nr tJnd•rlr mm) x 10"(254 mm)x 1"(25.4 mm)foam paddy �� i k r *�..... onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the z• tile being set. Insure approximately 17(109.7 cm)— tF 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 6�atdens or+tivnaat�� v' , „ 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 E.4. r,t,,, underlayment positioned as shown under the pan E�r�c ��• >�'� 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 cmz) square inch adhesive contact with the underside of the tile. (Instructions continued on neat page) • •' • NOA No.: 14-0805.01 MIAMI•DADE COUNTY • • • • • . . ••• : : Expiration Date: 05/10/17 ryj r "' • �. '.' 0.0 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail dwoughpiasuPccopiff - High Profile/Single Pan Tile 5wh•nragnlwdj w y P+A&Vl6s"oAkTii■5 u.,�..►.y..,.„� ~�.:?=` ="r .,, I 1. Starting at the eave course,apply a minimum 2”(50.8 �;A f mm)x 10"(254 mm)x 1" (25.4 nun)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)— 'iiH. 23 148.4;�- cm2 square inch adhesive contact with the E - ( ) q Battansoptional �4 s �, � underside of the tile. i �`' �� ✓orf 2. At the second course, apply a minimum 2"(50.8mm) €.•niQ „ `'' 1vn ;„ x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the „ `- w ' 'tie■Phi- underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile * ."'� r' ori�s•dg. 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. i � � •�• �•� ••• •�• NOA NO.: 14-0805.01 MIAMI•DADEC• •; �� • : : ,' , •�• Expiration Date: 05/10/17 •• •• ' ' Approval Date: 09/04/14 • Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 rlailthrough plastic cement Paddy(between tiles) twhenreyuiredl Y ;rte i! 1. On the cave course only,apply a minimum 2" (50.8 Battens optional n mm)x 10" (254 mm)x I" (25.4 mn) foam paddy addy iunder tile) onto the underlayment positioned as shown,under singlepaddy anmpoftile 4 the strengthening rib for flat the or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set.Leave 141n.5 le pad , '#. �` !� e approximately 4" (101.6 mm)up from the cave mal Single paddy . k �� edge free of foam to prevent the expanded adhesive �` aarur.aedayrne„t 4 rt �`2xain. ' ; from blocking the weep holes. Insure approximately 17-23 inZ(109.7-148.4 emz)of tale . ' adhesive contact with the underside of the tile tin. �ascw ' ^—E" domme 2. Apply a 4" 101.6 nun x 4" 101.6 mm x 1" 25.4 mm) foam paddy onto the underlayment just below Fiat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Mal through plasiiccement Single paddy under tie pan portion of the tile,closest to the underlock for tw3ren retpti:etq Paddy ibetween tiles] the second course the to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive optaatta[ Battens % Paddy[unde►tiiet contact with the underside of the tile. ' f glepada�e �'� (Instructions continued on nextpage) x d ln. 2x4in. Single paddy on unddee�daaytnesrt 10on.-. tin f Saxe Closure Eavetourse Fascia Medium Profile Tile • ;'; �.• ••• •'• NOA No.: 14-0805.01 MiAhil•®uNn '; • • • ' • Expiration Date: 05/10/17 • r ••• • • • • ' Approval Date: 09/04/14 • Page 9 of 11 f ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Wap through pias ti a Single paddy wider tile twhenreWire fj 3. Also apply a 2" (50.8 mm)x 4"(101.6 nun)x 3/4" Paddy tbetween tiles) (19 mm)paddy on top of the cave course tile 8aneas •,, '. surface as shown, on top of the strengthening rib �I i,`� - paddy Wnder Biel t for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Single UP= ,+/ Install second course of tile. Insure approximately axain, , '/� �_ 9 (58.1 cmc) - 11 (71cm2) square inch adhesive Sime 2 x d in /j contact with the underside of the tile at the overlap . +T -tet '-�na on h and 7 (45.2 cm2) -9(58.1 cmz)square inch t"tae adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eave Course— `Yf Fd3ila Weephnle tdin tin. Eave dosure Dripedge mmmmmi Fligh Profile Tile 00 • : ;•; •• ••• •", NOA No.: 14-0805.01 MIAMI•DADECCIUNTY W11 • :• • • . �•: : : Expiration Date: 05/10/17 • • • + Approval Date: 09/04/14 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" t►Placactwit had pantiltoachleve65to70sq.in. Steenrequred) tions 50.8 nun x 10" 254 nun)x 1" 25.4 nim foam in contact with the pan tile. (when required) ( ) ( ) ( ) 2)Turn covers 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 cave Then install the tile.Ensure 20 to 25 sq.in.contact area. ,- o tiles from rocking until adhesive has a chance to Underlayment cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) f ' square inch adhesive contact with the underside of the pan tile. Sheathing Eave closure t� " (motor shown) 3. Turn covers upside down exposing the underside weephole fascia Board of the tile.Apply a minimum l"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eavecourse cover tile.Abut tosecond course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2) -25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 min)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • ...• . . . . . . .. .. . . . .. • . •i• ••, •�� ••• 04, NOANo.: 14-0805.01 MiAMI•DADE COUNTY ••• • : : •• • • • • Y Expiration Date: 05/10/17 ,...s r •• • • • ••• 00: • • •• • • Approval Date: 09/04/14 Page 11 of 11 • • J ••• • • • •• •• • • • •• •• ••• • • • ••• • •