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RF-16-352 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-254457 Permit Number: RF-2-16-352 Scheduled Inspection Date: March 14,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: HARTWELL,WILLIAM Work Classification: Repair Roof Job Address:112 NE 110 Street Miami Shores, FL 33161-7046 Phone Number (954)294397 Parcel Number 1121360040410 Project: <NONE> Contractor: RODMAN ROOFING INC Phone: (305)264-3551 Building Department Comments REPAIR LEAK IN ROOF AL SW CORNER OF NE Infractio Passed Comments BEDROOM. BOTTOM OF VALLEY AND CRICKET AREA. INSPECTOR COMMENTS False REPLACE 15 BROKEN TILES TO MATCH EXISTING ROOF AS CLOSE AS POSSIBLE. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-252467. Im Failed Correction Needed Re-Inspection Fee No Additional Inspections can-be scheduled until re-inspection fee is paid March 14,2016 For Inspections please call: (305)762-4949 Page 32 of 40 y Miami Shores Village 10050 N.E.2nd Avenue NE " 3 � Miami Shores,FL 33138-0000 Phone: (305)79-r-2204 i Expiration: 0811512016 2r. Project Address Parcel Number Applicant 112 NE 110 Street 1121360040410 WILLIAM HARTWELL Miami Shores, FL 33161-7046 Block: Lot: Owner Information Address Phone Cell WILLIAM HARTWELL 112 NE 110 Street (954)294-3397 MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone Valuation: $ 1,350.00 RODMAN ROOFING INC (305)2643551 Total Sq Feet: 100 Type of Work:Repair Available Inspections: Additional Info:REPAIR LEAK IN ROOF AL SW CORNER OF Inspection Type: Classification:Residential Roof Repair Scanning:4 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# RF-2-16.68622 DBPR Fee $2.00 02/17/2016 Check*2529 $72.80 $50.00 DCA Fee $2.00 Education Surcharge $0.40 02/08/2016 Check#:2502 $50.00 $0.00 Miscellaneous Fee $3.60 Permit Fee-Repairs $100.00 Scanning Fee $12.00 Technology Fee $1.60 Total: $122.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is acc and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named a o February 17,2016 Authorized Signature:Owner / Applicant / Co ractor Ag t Date Building Department Copy February 17,2016 1 Miami Shores Village AJD 7BY: Building Department10050 N.E.2nd Avenue,Miami Shores,Florida 33138Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 BUILDING Master Permit No. P,5 116 3:5Z PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC Rf ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: u 0 �t City Miami Shores County: Miami Dade Zip: 3 3 { Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): '(Yl Q. W�\\ymmN )X kA y LXX Phone#: Address: �_\:Z N k- to 5k City: IA\G.o[�N State: zip:3'316 I Tenant/Lessee Name: Phone#: Email: w� NN �Aa -,) 2 tl (° Qj: Mc-a -C.ur+4 CONTRACTOR:Company Name: �o�rv�an �vc�i��3 v�� Phone#: Address: i� City: M\C&VV\ State: 1=k zip: 3 312 b Qualifier Name: KA'ytiVn qQ YYt %0 Phone#: State Certification or Registration#: CC.C wz t S"I Z— Certificate of Competency#: DLw 1.3367 DESIGNER:Architect/Engineer. Phone#: Address: l-.) 8 City: State: zip: Value of Work for this Permit:$ O Square/Linear Footage of Work: l op 6 Type of Work: ❑ Addition ❑ Alteration ❑ New R Repair/Replace ❑ Demolition Description of Work: 1 ewk in r oc o '%W C n i ner o r N CbeAmair, P &ice -n o X u k!:j.% Cygj ,Aj aA,,Lk • R;n tc Le Is RYyYLe A- 1Q -6 m&jc h Specify color of color thru tile: Submittal Fee$ 50 ' {W Permit Fee$ CCF$ +r' 2D CO/CC$ Scanning Fee$ don Fee$ W DBPR$ Notary$ Technology Fee$ %(d Training/Education Fee$ O Double Fee$ rA Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � ° (Revised02/24/2014) Bonding Company's Name(if applicable) t Bonding Company's Address City o, State Zip Mortgage Lender's Name(if applicable) 99N Ii A Mortgage Lender's Address 11y 114 City ywT1t State A Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature u� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The 9for oing instru ent was acknowledged before me this day of 7444qerf 20 16 .by day of 2016 by X/.kOWK KA)'t�� ,who is personail kn� own to A fQ'/� .who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: _ Print: Prin . � N �bla)F�S Seal: ryMR01 PALLS Seal: • ,BHN BOW NYOOtON#EE8T0034 s�o`•'� ERS ■; . MY COMMWION#FF 0040 } EXPM.Aley 30,2D17 N� „ lT�1%R'; oBonddW t Y bk UftdW-bf$ sssss•ssssss •sssssssssss•srsssssse •sssssssssss to APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) Feb 171612:29p Rodman Roofing, Inc. <V�-- 2 _ [ -L305-264-3551 p.1 CERTIFICATE OF LIABILITY INSURANCE DA-TE(MAUDDIYYYT) 2117=1 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policyges)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorseme s. PRODUCER McGriff-Wiiliauns Insurance PHane 3301-A W.Urilversity Ave ESL no-352-371-7977 F C No2-505-2083 Gainesville FL 32607 ADORM.-MVA6MCg1JffMdI1*aMS.0ora INSUR AFFORnlwaCOVERAGE If MAIC0 INSURER A INSURED RODMA-1 INSURER 8: Rodman Rooting, Inc. INSURER C: 12151 SW 128th Court Ste 108 Miami FL 33186 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1723416575 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. NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM& IL SR TYPE OF INSURANCELK:Y MFS Y LIMITS POLICYNUMBER «e RAL=L TY 00070266-0 2M 112016 2/11l201i X FACHOCCURRENCE 31,000000 V3EINTL MiffERCULL GENERAL LULBOJTY CLNMS•bIADE OCCUR P87-=-Ry $100,000 MED ESQ+ An $1.000PERSONAL&A $1 000 000 GEVERALA(3Q $ 000000 GREGATE LEAIT APPLIES PER:CY PRO- LOC PROWCTS-COMP/OPAGG 51000000 AUTONOSO-E LIAaIuTV $ ANY AUTO acefderd ALL CHHEDULED BODILY INJURY(Par person) $ NON-OWNED BODILY INJURY(Par acddarA) $ HIREDAUTOS AUTOS PR QAM $ UMBRELLA LUIS $ OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAW&MADE DEO $ AGGREGATE $ T. wORKERS COMPENSATION $ AND EMPLOYERS'LIABILITYYt°C ATU- ANYPROPRiETOWARTNEREXECUTIVE YIN OFncERowm9ERp:CWDED? F NIA E.L.EACHACCIQETdT $ (Myymosd,atory In NM DESCRIMWJ OF OrPERAMONS hebw E L DISEASE-EA EMPLO $ E1.DISEASE-POLICY UNIT $ DESCRarnON OF OPERATION I LOCATIONS I VEHICLES Whwh ACORD 101.AddlNomt Revnsdw 8ahedo N more apace is mquhat) Contractor Ucensef-CCC051542 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cl Of Miami Shores Building&Zoning Department THE EXPIRATION TPOLICY ATETHEREOF,yIS anCCE WILL BE DELIVERED IN 1050 NE 2nd Ave Miami Shores FL 33138 AUTHD M REPRE9ENTA'11lE ACORD 25(20i 0/05) The ACORD name and logo are registered marks of ACORD �CORPORATION. All rights reserved. Property Search Application - Miami-Dade County Page 1 of 8 3 I9 Address Owner Name Folio SEARCH: 112 ne 110 st Suite Q Back to Search Results PROPERTY INFORMATION Folio: 11-2136-004-0410 Sub-Division: COLLEGE HGTS Property Address 112 NE 110 ST Miami Shores, FL 33161-7046 Owner WILLIAM HARTWELL ELIZANGELA DE LIZ Mailing Address 112 NE 110 ST MIAMI SHORES, FL 33161 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 http://www.miamidade.gov/propertysearch/ 2/8/2016 STATE OF FLORIDA DEPARTMENT OF BUSINESS'AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RODMAN, KAREN S RODMAN ROOFING INC 12151 SW 128 CT UNIT 108 MIAMI FL 33186 Congratulations) With this license you become one of the nearly one mllfion Fktridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep FlorldWs economy strong. w PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCCO51542 ISSUED: 07/24/2014 serve you better. For information about our services.please log onto www.myflorldallconse.com. There you can find more information CERTIFIED ROOFING CONTRACTOR about our divisions and theulations that impact you,subscribe RODMAN,,KAREN S to department newsletters and team more about the Departments initiatives RODMAN ROOFING INC —Our mission at the Department is:License Efficiently,Regulate Fairly. Ve constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new ticensel fte:Audi,a„e L14M4=1= DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC 051542 o The ROOFING CONTRACTOR } Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 RODMAN, KAREN S °A RODMAN ROOFING INC 12151 SW 128 CT UNIT 108. MIAMI FL 33186 ° ■ ISSUED: =24=14 DISPLAY AS REQUIRED BY LAW SEQ# L140724OW1026 Feb 0816 02:50p Rodman Roofing, Inc. 305-264-3551 p.2 ao24*-- .Local Business Tax Receipt Miami—Dade County, State of Florida TMS IS NOTA BILL - OO NOT PAYOT�/ 6576133 BUSINESS NAMEILOCAT1ON R>E:CEWrNo. EXPIRES RODMAN ROOFING INC +A- SEPTE BER 3Q, 2(}'16 MIAMI FL 12751 SN 128 Cr 08 6848775 Must be dfspi ed at piece of business 337$6 Puma t to County Code I Chapte SA-Art.9&I OWNER SBC.TYPE OF BUSINESS RODMAN ROOFING INC 196 SPECIALTY BUILDING CONTRACTOR PA MEW RECEIVED CCCO51542 BY AX COLLECTOR Worker(s) i 0 V .00 08/31/2015 • i FPI IU03-15-020612 This toes!Business Tax ilecsipt aaly ccv im payment of die Local Business Tax,The Beadpt I nst s Bees,, Petailkof8C04MOBiionMUre6oidet'saliffee ons,to dobusinasa.lioldecrosst=Moywith gdv==ffltai N nm►gavermaeatB1 regWUNy laws andrrequinmentswhieh applyto the business. The ttfCFIPT N8.above must be dhaplayad on all cw"wrclBi vahicles-Mismi Dada.�e�dya For moreisfarmaNaa,v wwwvdam;dade�orl& llee Issue Date: 1/27/2016 FLORIDA ROOFING,SHEET METAL 8�AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. RSA - - 1-800-767-3772 •FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Miami Shores Village Rodman Roofing, Inc. Building Department 12151 SW 128Th Ct 10050 NE 2nd Avenue Suite#108 Miami Shores, FL 33138 Miami, FL 33186 Attention: Rodman Roofing, Inc. This Is to Certify that: 12151 SW 128Th Ct Suite#108 Miami,FL 33186 being subject to the provisions of the Florida Workers'Compensation Act,has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND,4099 Metric Drive,Winter Park,FL 32792. COVERAGE NUMBER: 870-001010 LIMITS EFFECTIVE DATE: 1/1/2016 Workers'Compensation: Statutory-State of Florida Employers'Liability. $100,000.00 Each Accident EXPIRATION DATE: 1/1!2017 $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non-cancelable,without 30 days prior written notice,except for non-payment of premium which will be a 10 day written notice. LictFCCC051542, Karen Rodman" This certificate is issued as a matter of information only,is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(les)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By. &J241A Brett Stiegel,Administrator Debra Guidry,CPCtUnranting Manager FRSA SIF FRSA-SIF Section AIB 't ti MIAM Mlami-Dade County HVHZ Electronic Roof Permit Form maim "Delivering Excellence Every Day" Section A(General Information) CITY Master Permit No: Process No: Contractor's Name; Rodman Roofing, Inc. Job Address: _ _ _ _ _- _. _--__-_._ C.. 0 Py Roof Category /' ❑ Low Slope ❑ Mechanically Fastened Tile 3 Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles,: ❑ Wood ShingleWShakes ❑ Sprayed Polyurethane Foam ❑ Other:I Roof Ty�?Rqnair pe ❑ New Roof ❑ Re-Roofing ❑ Recovering ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes �No If yes,what type? ❑ Natural ❑LPGX Roof System Information Low slope roof area(ft Steep Sloped area(fL2) 1CO 1 Total(m) 0O I sell Section B(Roof Plan) Sketch Roof Pian: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. include dimensions of sections and levels,clearly identify dimensions of elevated pressure'zones and location of parapets. Perimeter VVidth(a'): - Corner Size(a'x al: - - - f S2, FEB 0 201 BY: Miami Shcres '[a . .. ... . . . . . .. "PROVED I3Y ATE •. .: .': '• 'ps •• ••• •• • • • •• .ING DEPT' DEFT S • i LO • ... . . ... . CT ("O Ct;tiIPLV� ICE FED AL • •• • • • • •go • • • • ^,N�C( IJNiIY r3l,l.ES All orrs sacdmc ,y MIAM iAlarm-Dade County HVHZ Electronic Roof Permit Form p o s� ,� .• Section C Page(Low Slope Roof Systems) "Delivering Excellence Every Oay" F711 In the specific roof assembly components.If a component is not required,Insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: Top Ply: Product Approval (NOA): _-- . -. - System Type: Top Ply Fastening/Bonding Material: Wirtd Uplift Pressures,From RAS 128 or Sealed Calculations: (131) Field: psf Surfacing: SINGLE PLY MEMBRANE: (P2) Perimeters: psf Single Ply Manufacturer/Type: (133)Comers: psf Maximum Design Pressure From NOA: psf Single Ply Street Wkb:F7"1/2 Sheet Wklth: " Roof Slope: ":12 Roof Mean Height R No.of Single Ply 1/2 sheets: Parapet Wails: 11 No 0 Yes Parapet wall Height: _ ft. Single Pty Membrane Fastening/Bonding Material: Deck Type: —SELECT DECK TYPE— ❑FASTENER SPACING FOR BASESHEET ATTACHMENT SupportSpadng: _ - "old ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck 1.Field: "o/c @ Laps& rows "o/c Existing Roof. 2.Perimeter.0"o%@ Laps& rows M"o/c Fire Barrier. - 3.Comer. "o/c @Laps&M rows M"o% Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: 1. Fes:ED 2. Perimeter.17 3. Comer. Anchor Sheet: Insulation Fastener Type: Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SIZE: Insulation Base Layer Sys&Thldtness: - ---- -_ _ . -__ _ -..-__-- -- Wood Naller Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: _-- --_ _ _._--- EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thidmess: Edge Metal Material: —SELECT EDGE METAL MATERIAL— __. _ Edge Size: —SELECT EDGE METAL WEIGHT OR THICKNESS— Insulation Top Layer Fastener/Bonding Materal: Hook StripSize: —SHLECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment - Base Sheet(s)&No.of Ply(s). Base Sheet Fastener/Bonding Material - Coping Material: --SELECT PARAPET WALL COPING MATERIAL— .7--7-Coping Size: -SELECT COPING MUr SS— Pty Sheet(s)&No.of Ply(s): -- Hook Strip Ste: --SELECT CMINITME TIL HOOIE RkWrSEZE— Parapet Coping Metal Attachment Ply Sheet Fastener/Bonding Material: s•e 960 • • • • • •• • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• Section C2 MIAMramwIT' WX rami-Dade County HVHZ Electronic Roof Permit Form "Oe/ivering Excellence Every Oay° Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC. Parapet 111 Height It. Own Roof Height . .. ..: . . . . . • ... ... . . . . ... . . • .. .. . . . .. .. ... . . . ... . . T71 a Roof Sym 1 ' MUAM ,. Miami-Dade County HVHZ Electronic Roof Permit Foran Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer I Boral Notice of Acceptance Number(NOA): q_ g o p ,T- Minimum Design Wind Pressures,if Applicable(from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: -7 Ma3dmum Design Wind Pressures,(From the NOA Specific system): 38.7 pef Fill in the specific roof assembly components.If a component is not required,insert not applicable(nla)in the text box. ' Deck Type:1--5/8"Ply% o — y h V tf� ✓'2+j 1 5Optional insulation: N/A °� - Optional Mailable Substrate: N/AF Optional Naillable Substrate Attachment: Roof Slope: 3 '/12" N/A Roof Mean Height: 12 it Basesheet Type: Method of Tile Attachment: 1 ply ASTM 30 Adhesive, Medium P d Pady otyfoam Polypro- - d - -- ,- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: Tincaps and 11/4!'Nails 3M Foam adhesive AH1SO - - - - Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: — 13•facie -- 9 26 a Polyglass TU Plus or Broal file Seal -- --.- - -- Tile Underiaymerd Attachment Method: Drip Edge Material Tye: —Galvinized Memel— - $elf Adhered Drip Edge Fastener Type: 11 1/4"Nails Tile Profile: ,•• •• • • • •• - [Spanish'S'Nueva. •• ••� '• Hoots Strip/Cleat gauge or weight: —Select H Strip • . ••. • • ... , • . . • . • . • • • •• . . • • • . • • . • • • • • • • • • • • •• •• • • • •• •• SaWan E MIAMMlami-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 file systems,use Method 1. Compare the values for Mr with the values from Mf.H the Mf values are greater than or equal to the Mr values,for each area of the rook then the tib attachment method is acceptable. P 1: 39.1 x .233 = 9.11 _Mg: 5.93 =MrI: 3.98 :9 NOA Mf P 2: 68.1 x .233 = 15.86 _Mg: 5.93 =Mr2: 9.93 5 38.7 NOA Mf P 3: x 233 = 23.46 _Mg: 5.93 =Mr3: 17.53 5 38.7 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Upfiift based the systems use Method&Compare the values for F with the values for Fr.If the P values are greater than or equal to the Fr values,for each area of the roof,then the tib attachment method is acceptable. P1: x L• - x W. - W - x ON 8: =Fr1: 5 NOA F P2: X _ -- - XW.. = -W: = xCOS fir =Fr2: 5 NOAF P3: x l: = x W. = -W. = x cos 0:Fra: 5®NOA F Where to Obtain Information to complete tile calculations Description Symbol Where to Find 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 a Job Site Aerodynamic Multiplier 1 Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calc uwt%% ••• sea • • • • Minimum Attachment Resistance F Product Approval(NOA •• • • • • • Requires Uplift Resistance Fr Calculated •• • • • .• Average Tile Weight W Product AppiovaLPIPA) length w • • • • • Tile Dimensions W Product Applrovai J40A) • • i i • i•• i i • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 05 IL a MM MIAM e "Delivering Excellence Every Daye A101k 91 AV AE AAU DADE COUNTY TA AV REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDN It is the responsibility of the roofing contractor to provide the owner with the req uir o g to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect 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. -�.f'W7-- 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 41 W 5 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.townhouses, condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. NJ15M 14.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. YI/ 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 overloaded 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 accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Coda Plumbing. 44AJ�-q7.Ventilation: Most roof structures should have some ability to vent natural airflow through the F.interior of the structural assembly(the building itself). The existing amount otaftia w- atilation shall ugt be reduced . . . . . . . .. ... .. . . . .. Ownees/Agent's Signature: W4��l�� Date;• . •. l .�o l l6 Contractor's Signature: Permit)kbiber. • • : :_.'.: .. Property Address: (V v S t e . . . . . ... . . • . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . c J MIAMFD�ADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamldade.gov/economy 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: Spanish`S'Nuevo Concrete Roof Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. N 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 Builiag um" . .. . . . . ... . This NOA renews NOA No. 12-0308.19 and consists of pages 1 througlal ..: •: •• The submitted documentation was reviewed by Juan E.Collao,R.A. /�j�� • ••• . ... .LIWXur(J� - . . . . . •• • • • • • • jQA No.:14-04M.06 JA N®Ar94�4DE COUMY • •• • • • • • • ... •• • • • npiration Date: 05/20/19 Approval Date: 06/05/14 ••• • • • • ••• • • Page Iof7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a j ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tvue• Wood 1. SCOPE This approves a system using Spanish 'S' Nuevo Concrete Roof Tile, as manufactured by Boral Roofing LLC in Lake Wales, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Spanish'S'Nuevo Tile L= 17" TAS 112 High profile,interlocking,one-piece,'S' W=93 a" shaped,high-pressure extruded concrete H=2 27/32" roof rile equipped with three nail holes. For Min.0.65"thick direct deck nail-on,mortar set or adhesive set applications. Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for use W=varies at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each file profile. 2.1 MANUFACTURING LOCATION 1. Lake Wales,FL 2.2 SUBMITTED EVIDENCE: Test Aaencv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108(Nail-On) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 sgew vs:Vn:o4tkS1a*teals• The Center for Applied 94-084 •.Stati4Wtft 2'*tom '. May 1994 Engineering,Inc. ..PA.301'(UoAdSet} ••� The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. P4101 (Adhesive Set).. . . . . . . . . . . . . . . . . . . . . •• • • • • • • • ISM No.:14-0408.06 MtAMh�4DE COUNTY .•• �• •.• ••• • • .. Eitpiralion Date: 05/20/19 'APApproval Date: 06/05/14 ... . • • . ... • • Page 2 of 7 r 2.2 SulamrrTED EVIDENCE: Test Agency Test Identifier Test Name/Reuort Date The Center for Applied 25-7183-4 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102(2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering,Inc. PA 102(1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 PA 100 Nutting Engineering 13343.1 Physical Properties Feb 2009 TAS 112 Celotex Corporation Testing 520111-3 Static Uplift Testing Dec. 1998 Service 520191-2-1 PA 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Jan 2009 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. Evaluation Calculations Restoring Moment Due to Gravity Jan 2009 Walker Engineering,Inc. Calculations Aerodynamic Multiplier 09/01/10 Restoring Moment Due to Gravity 09/02/10 American Test Lab of South RT0130.01-14 TAS 112 02/05/14 Florida RT0426.01-14 TAS 112 05/02/14 .. ... . . . . . .. . .. . . . . ••• . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . . . . . . . . . i •• • • • • • • (;A No.:14-0408.06 hRAMFOADECOU •�• �• ••• ••• • • ... Elpinbon Date: 05/20/19 I_AApproval Date: 06/05/14 •.• • • . • ••• . • Page 3 of 7 • • • • • • • • • • 3. LnmAnon 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater 3.8 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. 4. INSTALLATION 4.1 Spanish 'S' Nuevo Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(VI)and Dimensions(I x w) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft) Spanish 'S' Nuevo Tile 1 8.95 1.417 0.8125 Table 2: Aerodynamic Multipliers-X(ft) Tile %(fts) (ft� Profile Batten Application Direct Deck Application ,Spanish 'S' Nuevo Tile 0.215 0.233 Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile Profile 2:12 3:12 4:12 5:12 6:12 7:12 or greater Spanish Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 'S' Nuevo Deck Deck Deck Deck Deck Deck Tile 5.36 6.00 5.30 5.93 5.21 5.83 5.09 5.70 4.96 5.56 4.82 5.39 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . . . . . . . . . . . IQA No.:14-0408.06 MIAMF�IDE COUMY •• • • • ... L&pira*lon Date: 05/20/19 Approval Date: 06/05/14 •�• .�• Page 4of7 • •• •• • • • •• •• ••• • • • ••• • • s Table 4: Attachment Resistance Expressed as a Moment-Mf(ft4bf) For Nail-0n Systems Direct Deck Direct Deck Tile Fastener Type (min 15132" (min. 19132" Battens Profile plywood) plywood) Spanish 'S' 2-10d Ring Shank Nails 28.6 41.2 19.4 Nuevo Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 -#8 Screw 20.7 20.7 18.1 2-#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Ping Shank Nails 33.1 48.1 45.2 1 Installation with a 4°tile headlap and fasteners are located a min.of 2Y2°from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Spanish 'S' Nuevo Tile Adhesive 2 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Spanish 'S' Nuevo Tile 3M"I 2-Component Foam Roof Tile Adhesive AH-160 66.54 3M"" 2-Component Foam Roof Tile Adhesive AH-160 38.7 4 Large paddy placement of 63 grams of 3MTM2-Component Foam Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grams of 3M7" 2-Component Foam Roof Tile Adhesive AH-160. . .. . . . . ... . . ... . . ... . . . . . . . . . . . . . . . . . . . i •• • • ci&No.: 14-0408.06 expiration Date: 05/20/19 Approval Date: 06/05/14 .•. . . • . ... . . Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Spanish 'S' Nuevo Tile Mortar Set 24.5 6 Tile-Tits Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". BoRAL ROOFING LLC SPANISH`S'NUEvo CONCRETE ROOF TELE(LAKE WALES,FL.) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • •i i• • ••• i i • i • IS(QiA NO.:144408.06 ha�Ma �Coup " ' • • Ehintion Date: 05/20/19 Approval Date: 06/05/14 ••• • • • • ••• • • Page 6of7 • • • • • • • ••••• • •• •• • • • • • PROFILE DRAWINGS Fastener Holes 17" 9-3/4" SPANISH`S'NUEVO CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ••• • • . . . •• •• • • • • • • ••• . ••• . ... . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . haaMla�E cOUMY • •• • • ••• • •NOW No.:144408.06 JA ...• , •• • • Expiration Date: 05/20/19 Approval Date: 06/05/14 •i• i i i i •s• i i Page 7of7 • • • • • • • • • • •• •• • ••• •• ••• • •• •• ••• • • HIAH - MIAMJ DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.551441000 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 at the request of the Building Mial, •• This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. ••• ••• The submitted documentation was reviewed by Alex Tigera. •• 000 •• • • • •• . ••• . . ••• . . . . . . . . . . . ••: ••• • •• NbA No.:14-0805.01 MIAMF�ADE COUNTY ••• i• ••• ••• AplraWn Date: 05/10/17 Approval Date:09/04/14 ••• ••• • • Page 1 of 11 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 NIA 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: Property Test Results Density ASTM D 1622 1.61bsJft.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./Fe 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%Voktimca4nge @15a%, 144%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 manufactoppg vapladuJi. ••• • . . . . . . . . . . . . . . . . . . . . •• • JT4tA:No.: 14-0805.01 hspu �e ••• •• ••• ••• Exp1ratift Date: 05/10/17 Approval Date:09/04/14 ... . . • ••• • • Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test IdentiDer Test Name/Regprt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 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 5284549-1 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. 3Mm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high file 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 3M'C 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 Administrative Code. .. ... . • • • .. . . . . . . . . . . ••• ' •'• • •• NbA No.:1"805.01 MlAMb�f1DE ••• i• ••• ••• • • • • E;pira a Date: 05/10/17 Approval.Date:09/04/14 ... . . . . ... . . Page 3 of 11 • . . . . . • • • • • .. .. . . • .• •• .•. . . • ..• . • INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current NOA that lists attachment resistance values with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file 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 file 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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 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 file profile requires the specific placement noted herein. •. ... . . . . • .• • .. . . . . ... . .. .•. .. . . • .• . ... . . ... . • • • ••• + • i W(IA2qo.:14-0805.01 appp:COI)PIT1f •• • • • Expiration Date: 05/10/17 JAPPRApproval Date:09/04/14 ••• • • • • ••+ • • Page 4of11 • •• •• • • • •• •• ••• • • • ••• • • 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) j Two Piece j 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. JAPP MIAMFDADE COIiNTY • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . . . . . . . . . . . . . . . . . . . . . ' NOA No.:14-0805.01 . .. . . . . . . . . JA � ; Expiration Date: 05/10/17 VEDI Approval Date:09/04/14 OV• . . Page 5 of 11 . . . . . . . . . . . .. .. . . . .. .. ADHESIVE PLACEMENT DETAIL##1 r Flat/Low Profile Tile t � t 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, gym '° under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive r y a`g contact with the underside of the tile. w® Medium Profile/ Double Pan Tile r"` T 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 4 - paddy onto the underlayment positioned as shown 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. vx s t High Profile/Single Pan Tile L Starting at the eave course apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. ... 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23(148.4 cm2)square inch adhesive �,. �. . . ..contact with the underside of the tile. �...—'a •• - •• • • •• • ••• ••• ••• •••• •• • • • • • • • • • • • • • • . • . . . . • ' ' • • • • • • • NOA No.:14-0805.01 .• . . •• Expiration Date: 05/10/17 Approval Date:09/04/14 .•. • .•. • • Page 6 of 11 • . • • . • • • . • •.• . . • ••• . • ADHESIVE PLACEMENT DETAIL#2 v1.fr �a Flat/Low Profile Tile .11 s 9 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 nb of the file closest to the overlook of r the tile being set.Insure approximately 17(109.7 cm) —23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x T'(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 -- being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile � p 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the the being set.Insure approximately 17(109.7 cm)— 7i' aL ` 23 (148.4 cm)square inch adhesive contact with the underside of the tile. Miami apdand 2. At the second course,apply a minimum 2"(50.8mm) row 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 file 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. •• ••• • • • • • 4Mtructions continued on next page) .. ".. .. Y . . .. •• • Y • • • • " 0 • ' NOA No.:14-0805.01 •" • • ' • • Expiration Date: 05/10/17 JAPPROVEDI Approval Date:09/04/14 •.Y • . • • Y.Y • • Page 7 of 11 Y •. YY • • •.• V •• •.Y 0 • • A. • • r ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) d ' High Profile/Single Pan Tile I. Starting at the cave 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 pan portion of the file closest to the overlock of the file being set.Insure approximately 17(109.7 Cm2)— �i tie„ 23(148.4 cm2)square inch adhesive contact with the `z r _ _ underside of the tile. . yA 2. At the second course,apply a minimum 2"(50.8mm) cs�se• x 7"(177.8 mm)'x 1"(25.4 nun)foam paddy onto the underlayment positioned as shown under the pan to a portion of the tile closest to the overlock of the tile ' being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . • • • • • • • • • • •.: . '.' .• NOA No.:14-0805.01 Monrour►ue cowvnr ••• :• ••• •.• •.• •.• Expiration Date: 05/10/17 Approval Date:09/04/14 •.. . . . . ... • . Page 8 of 11 • • . • . . • . . . . .. .. . . . •• .. ••. . . . •.. . • t ADHESIVE PLACEMENT DETAIL#3 1. On the eave course only,apply a minimum 2"(50.8 BaMMS • mm)x 10"(254 mm)x V(25.4 mm)foam paddy onto the underlayment positioned as shown,under the strengthening rib for flat file or under the pan porton of the tile for low or high profile tile closest 4:4 hL _,. to the overlock of the file being set.Leave approximately 4"(10 1.6 mm)up from the eave ,�' edge free of foam to prevent the expanded adhesive 1=41L from blocking the weep holes. Insure O s+� approximately 17-23&(109.7-148.4 cm)of 10adhesive contact with the underside of the tile 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x V(25.4 mm)foam paddy onto the undedayment just below Fftd/LmPMftTfl9 the second course line positioned foam paddy under the strengthening rib for flat tile,or under the ftv-- Bf Pboftamew ambpeftuafttft pan portion of the tile,closest to the underlock for tWhMnqdMM Q�eea� the second course tile to be installed Insure �► approximately 8-9 int(51.6-58.1 cm?)of adhesive contact with the underside of the tile. (Instructions continued on next page) an �. r EmC me iffi Kedkm Tim •• ••• • • • • • •• • •• • • • • ••• . •• ••• •• • • • •• • ••• • • ••. • • • • • • • • • • • •• • • NOA No.:14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 • . . • • • . . . . • .. .. . • . .. .. ••. . • • .•. . . J ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Piftanawfib 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" I' (19 mm)paddy on top of the eave course tile Bohm • � surface as shown,on top of the strengthening rib for flat tile 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 aed�. 9(58.1 cm)- 11 (71cm)square inch adhesive contact with the underside of the file at the overlap an and 7(45.2 cm2)-9(58.1 cm2)square inch �v adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. WbWbob to :m. Ewe dam MgkPlefflaw • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • e COl1NTY ..' ••• ••• ••• ••• NOA No.:14-0805.01 APPRO Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • ••• • • Page 10 of 11 • • • • • • • • • • ••• • • • ••• • • Y ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)PIate ivet•acMe.as5to70$*bl. Steepp�e 1. Starting at the eave course,apply a minimum 2" In os�WAM de pen�, (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Tern cwm,updde ,,,,plate ,s, paddy onto the underlayment positioned as ft KhmO1lddeedge°famer Me. shown under two adjacent pan tiles.Support eave fl enhoOt betOLe+awento tiles from rocking until adhesive has a chance to cure. o 2. Continue in same manner bringing two pan y courses up toward the ridge.Insure approximately 65(419.4 cm)–70(451.6 cm) *r ' square inch adhesive contact with the underside j'- of the pan tile. Kamm t ) 3. Turn covers upside down exposing the underside Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner ft—tsp aftbeenecowsemmOLAbowseoMamseof edge of each side of the cover tile.Leave pmt°'&Etm18e'aWofpmmdcmwgww&m'atemWw approximately 3/4"(19 mm)to 1"(25.4 mm) Two piece Barrel-High Praft Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover file over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm)-25(161.3 cm)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 mm)milers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE . . • • • see ..: ..• . . . .. • ••• ... .•• ... ... . ... . . . . . . . . . . •; ;s • .•. ; : ' ; . 00 NOA No.:14-0805.01 �E�� •• • ' • ' ' JAPPROVEDI Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • s ••• • • Page 11 of 11 • •• •• • • • •• ••