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RF-16-507 Y Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256833 PermitNumber: RF-2-16-507 Scheduled Inspection Date:April 19,2016 Permit Type: Roof Inspector. Naranjo,Ismael Inspection Type: Final Roof Owner SCHOOL INC,MIAMI COUNTRY DAY Work Classification: Tile Job Address:1041 NE 94 Street Miami Shores, FL Phone Number (305)759-2843 Parcel Number 1132050120080 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: (954)981-7663 Building Department Comments RE ROOF BARREL TILE VEREA RED Infractio Passed Comments INSPECTOR COMMENTS False spector Comments Passed CREATED AS REINSPECTION FOR INSP-253512. Repair loose tiles Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 18,2016 For Inspections please call: (305)762.4949 Page 15 of 25 I :A _ Phone 954-784-2941 ederal , $00-848-1919 8 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,Fl.33069 fed-eng.Com Dated: Monday,April 11, 2016 Order Number 16-PBR-201 Paul Bangs Roofing, Inc, 7000 S.W.21st Place Davie, FL 33317 t RE: TAS-106 Tile Uplift Test t Proposed Roof: Miami Country Day School Permit No.: RF2-16-507 1041 NE 94th Street Miami Shores, FL 33138 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on April 10, 2016 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Barrel Clay Tile Foam Set.The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 79 uplift tests on the roof tiles.All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 -19 Comer See Attached Diagram 35 t 5 Pounds Passed 20-54 Perimeter See Attached Diagram 35 t 5 Pounds Passed 55-72 Field See Attached Diagram 35#5 Pounds Passed 73-79 Hip/Ride I See Attached Diagram 35 t 5 Pounds I Passed All test results were found to be in com fiance with TAS-906 and the Florida Bu"V Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients,the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, �( Keith LeBlanc, P.E. Federal Engineering&Testing,Inc. y©1l6 Florida;Reg.No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 MIAM i 02D) Q=SJDE 0 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation 1 R N X 1 14 -44 i8 4 f 77-big _ - IL tl � �z �,�r. : =• tq is l6 a=0.1(w)= 0.1(72')=7.2' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions=6.0' ComerArea: 684 S.F. = 19 tests Perimeter Area: 1164 S.F. = 35 tests Field Area: 1652 S.F. = 18 tests Ridge Caps: 123 = 7 tests *All dimensions are approximate" Total Tests Performed: = 79 Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing, Inc, Project: Proposed Roof. Miami Country Day School Test: TAS-106 Tile Uplift Test Project Address: 1041 NE 94th Street (Test location sketch is not to scale) Miami Shores, FL 33138 Miami Shores Village 10050 N.E.2nd Avenue NE - 3 Miami Shores,FL 33138-0000 :, Phone: (305)795-2204 Expiration: 2016 E i Project Address Parcel Number Applicant 1041 NE 94 Street 1132050120080 Miami Shores, FL Block: Lot: JOHN DAVIES Owner Information Address Phone Cell JOHN DAVIES 1041 NE 94 ST MIAMI SHORES FL 33138-2944 Contractor(s) Phone Cell Phone PAUL RANGE ROOFING,INC. (954)981-7663 Valuation: $ 38,000.00 BAN E R —~ -- - - - Total Sq Feet: 3876 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF BARREL TILE VEREA RED Inspection Type: Classification:Residential Up Lit Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $22.80 DBPR Fee $4 88 Invoice# RF-2-16-58799 DCA Fee $488 02/24/2016 Check#:2267 $50.00 $357.56 Education Surcharge $7.60 03/01/2016 Check#:2307 $357.56 $0.00 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $30.40 Total: $407.66 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 AFF DA IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a ing. Futh ore,I authorize the above-named contractor to do the work stated. March 01,2016 Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 01,2016 1 �I Miami Shores Village �� FEB 2 4 X616 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: c..C1 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20IC-I BUILDING Master Permit No. ` ` 0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OIROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l?SI/ �I/� RSI S7` City: Miami Shores County: Miami Dade ZIi3:jWs-4'q Folio/Parcel#: !'/ aZ�:�" 10/a- M E10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: IF OWNER:Name(Fee Simple Titleholder):, PQM% („ 2U,6 4 / Phone#:,30S -7J�oZ.813 Address: &01 AX 107 6T 'Ili City: U215AMI State: F'L- Zip:33/(o/ Tenant/Lessee Name: Phone#: Email: dela.huert-c L cam. miatni(lountr6dctv,_00 %J ICONTRACTOR:Company Name: l�� J�c1e- / oei j,Fi Phone#: Ct5A1^9 81-?w0 3 Address: xno 'w City: 'Wyj�e—n State: FL Zip: ju)J� Qualifier Name: 1'd it jgd.P1 Q(L-' Phone#: State Certification or Registration#: CC C'03�ll Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_,8,000 Square/Linear Footage of Work: x]13-1 CO Type of Work: ❑ Addition ❑ Alteration [--] New 8pair Replace ❑ Demolition Description of Works - ^facre/ /'l VePec- Specify color of color thru tile: . ae — Tl e r�nVere �� Submittal Fee$ ��- d d Permit Fee$ r CCF$ 212--�b — CO/CC$ Scanning Fee$ d2 '00 Radon Fee$ �'• �6 DBPR$ Notary$ Technology Fee$ 3 G ' Training/Education Fee$ `R' (2�0 Double Fee$ m Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 .r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2300,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 Sign OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 8 day of Roba4aty 020 1(o .by � day of � 20 I b by C�G��,/�/S ,who' ersonally kno to who is n to met 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: (VOTARY PUBLIC: LOW=Of La ria ';• Nmy Palk•St'a at FWW Si vlCOmm upkes irar 15.2010 Sign: Print: A FF 1144=7 Print r'V0Yvbtt) ®��aotiu►rert®rrr Seal: Seal: 0`,plE BO,%rma,,r ��'°® � °•MISS%°.0 ', �tch82Ffo;�0 ok�k,k,k,kAe&xe�Ie,ksD�k4„k�k�kP,k�k�kaW,k4�k�R,k,k,h,N�k*�U4ffi,R9��%A��Mw+M�&�kA,�k�sRA�,kik,k�M�k+hsksk4AoN�4+k+k4&,k,k+kik,hMN,4A�+k�k4+k�k44,k+k�3k��k,k9��&�k,kN�,k,b,kN,se Os��+s� E 177632 APPROVED BY �� Plans Examiner Bo.._— . ZOAIRO Structural Review Clerk (Revised02/24/2014) Miami COUNTRY DAY SCHOOL February 8, 2016 Miami Dade County Re: Gary T. Butts, Authorized Signer To Whom It May Concern: This is to confirm that Gary T. Butts, Chief Operating Officer of Miami Country Day School is an authorized signer on behalf of the organization. Sincerely, CM� J�Wta,o% —Pe oF' FL Christopher Bellows, President J-wa'n Qiid �-uhxribe Board of Trustees Miami Country Day School, Inc. A 15 8 G 0f F�xuti�, dello. LOWM oE LA mWA :: .Std of Florida Aour'dos de. 1r-Hu .N, my ems,.E300 NN 15.2018 /I/bd PU�1;t, •.Fa 601 Northeast 107 Street I Miami,Florida 33161 1 305.759.2843 1 Fax 305.759.4871 1 www.miamicountryday.org Every Student.Every Day. It 7000°SW 21n PLACESTATE CERT.CC C033691 DAVIE,FL 33317 • ��"�"""�e LICENSED AND INSURED N.BROW:(954)588-ROOF(7663) Ln S.BROW:(954)981-ROOF(7663) � t Fax:(954)964-ROOF(7663) v4hwJkC� Care Club Proposal PROPOSAL SUBMITTED TO DATE 02/03/2016 PONE: (305)613-6451(office) NAME Miami Country Day School JOB NAME Miami Country Day School contact: Mike Caban STREET 1041 NE 94th street STREET 1041 NE 94th street 1-305-206-1761 cITM Miami Shores I STATE FL ZIP 33138 cIn Miami Shores STATE FL zlP 33138 We hereby submit specification and estimate for PREP.WORK FIBERGLASS MODIFIED [X] Remove existing roof to a clean workable [X] Install 751b. base sheet as per code. surface and dispose of debris. [X] Install two piles of ply IV fiberglass felt. [X] Replace rotten sheathing at$4.00 per linear [X] Install W h t+i�_ 3x3 in.eave drip metal. foot(plywood b s .ft. 100' Included. [X] Install mineral surface Fiber lass ca sheet. (p Y+N Y q ) g p Any Fascia replacement$6.00 per foot. [X] Install new lead flashing to all plumbing vent TILE stacks. [X] Install 301b. premium base sheet. [X] Install new 26 gauge 16"galvanized metal to [X] Install \Akik 3x3 in.eave drip metal. all valleys and tie-ins. [X ] Install Tile underlayment. [X] Not Exposed [X] Install Verea Barrel set in Large foam. [X]Type of roof to be removed Clay S tile. [X]Tile Color: 9c-A Price includes:Permit,Taxes, Engineering, Dump fees, Four Dade county approved high impact double dome bronze over clear skylights,Rodent screens on stacks and vent paint to match,%"per foot Tapered Insulation in an effort to minimize ponding water on flat roof. We hereby propose to furnish labor and materials complete in accordance with the above specifications for the sum of Thirty eight thousand,one hundred twenty one dollars 00/100---------------------------------------- dollars( $38,121.00 ) Method of Payment: to be made as follows: No Deposit:30%at start,30%T.U.,30%Tile load, Cash,Check,Credit Card (No Amex.) 10%Day of completion. NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER:Paul Bange Roofing Inc.hereby proposed to furnish the above labor and materials In accordance with the above specifications.A deposit of$0.00 is hereby required upon acceptance and the balance of work progresses in direct ratio to work completed.Payment in full to be made upon completion of the job:this estimate may be cancelled unless accepted within ten days from the date Issued. WARRANTY TO ORIGINAL OWNER Paul Bange Roofing Inc.warrants workmanship for a period of five years(slope)and five years(flat),but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof,for a reasonable fee.Without this supervision or inspection,all warranties are null and void.Warranty is transferable to new owner upon written application(subject of approval)and payment of 10%of contract price.All materials furnished will be as specified and work is to be completed in a workmanlike manner according the standard practice. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual coasts of our agreement.All agreements contingent upon strikes,accidents and delays beyond our control.Owner to carry insurance against fire,tornado,vandalism,and other casualty losses. Paul Bange Roofing,Inc.will exercise reasonable care when performing the work,but cannot be held responsible in any manner for damage to sidewalks,foliage, shrubbery,screening,pipes or cables,above or below ground.We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE,OTHERWISE PROTECT THEIR PROPERTY.We cannot assume responsibility for any damage done to the roof by other tradesmen or parties.Owner to be responsible for location of septic tank.Paul Range Roofing Inc.cannot be held responsible for damage done to any lumber by termites,carpenter ants,or any other wood boring insects.Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL Authorized Signature Representative NameJohn Kenney ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions areisfactory and are hereby accepted.You are authorized to do the work as specified.Payment will be made as outlined above.This proposal h owe signed and acce .I have read and agree to the terms and conditions as stated above. Signature ACCEPTED �^ PRINT NAME Date O� 2/15/2016 Property Search Application-Miami-Dade County . OFFICEE PROPERTY APPRAISER Summary Report Generated On:2/15/2016 Property Information Folio: 11-3205-012-0080 1041 NE 94 ST Property Address: Miami Shores,FL 33138-2944 Owner MIAMI CTRY DAY SCHOOL INC } 601 NE 107 ST Mailing Address MIAMI,FL 33238 Primary Zone 1400 SGL FAMILY-3001-3250 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds 1 Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,327 Sq.Ft oto Living Area 3,079 Sq.Ft E sted Area 3,106 Sq.Ftize10,495.1 Sq.Ft Taxable Value Information 2015 2014 2013 Built 1940 County Assessment Information Exemption Value $488,490 $444,082 $403,711 Year 2015 2014 2013 Taxable Value $0 $0 $0 Land Value $319,691 $283,106 $191,641 School Board Building Value $216,178 $210,586 $210,586 Exemption Value $537,353 $495,176 $403,711 XF Value $1,484 $1,484 $1,484 Taxable Value $0 $0 $0 Market Value $537,353 $495,176 $403,711 City Assessed Value $488,490 $444,082 $403,711 Exemption Value $488,490 $444,082 $403,711 Taxable Value $0 $0 $0 Benefits Information Regional Benefit Type 2015 2014 2013 LTaxaEbleValutEE $488,490 $444,082 $403,711 Non-Homestead Assessment $0 $0 $0 $48,863 $51;094 Cap Reduction Educational Exemption $488,490 $444,0821$403,711 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price OR Book-Page Qualification Description Board,City,Regional). 10/01/2007 $825,000 26002-4166 Sales which are qualified Short Legal Description 01/01/1994 $150,000 16233-3661 Sales which are qualified KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 8 LOT SIZE SITE VALUE OR 16233 3661 01941 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: .gt► s Miamishores Village .... a nm Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 4 0 5h to 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: /Q-#/ AIF,* 'SJ Roofing Permit Number. Dear Building Official: I fiq:L)L ) (AN 6 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) GARY T.BUTTS CHIEF OPERATING OFFICER 601 NE 107TH STREET INC. Signature Print Name MIAMI,FL 33161 State of Florida County of Dade The undersigned,being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this a day of 2 °'•. LOURDES DE LA 1WERTA Notary Public-State of Florida Nota Public,Sate of Florida at Lar a My Comm.Expires Nov 15.2016 Notary g Commission#ff 142867 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than .00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building applicaft from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Florida Building Code 5th Edition (2014) High--Velocity Hurricane Zone-Uniform Permit Application Farm ' coon A r fay WOW FEB 4 2016 Master PNMR No. Process No. ion eto�s ' 1"� 84 �!„Z i 01 �� f qgr1; o✓ ? ^ Job Add ;n- 33138 ROOF CATEGORY low Slops 13 Mechanically Fastened 7119 )(Mortar/Adhesive Silt Tile El Asphaltic 13 Metal Panel/Shingles ® blood Shingies[Shakes Shingles Are there ' Proscriptive BU114AS 150 Gas Vent Stacks? Yesa Nox ROOFTYPE Tjpe: NaturalQ LPGX❑ ® New Roof 13 Re4toofing 13 Recovering 13 Repair 13 Maintenance ROOF SYS'I'OM INFORMATION LOW Slope Roof Area(SF) Steep Sloped hoof Area($F) _Total(SF) Sketch Roof Plan:-Illustrate all Isvels and seations, roof drains, scuppers, overHOW scuppers and overflow drains. Include. dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. e !° I t ♦ J♦+ ` 1 I �0'G . : . . . . . :. . . . .. . . . . . . t ' t ect ., i ° • • •• or, • • t] ALJ �1Z1 7 J •. • _ ••• • J Q •• , • • • N m • . . . . . . . . . • • ' . . . . . . i$t r—*E t�7 • . . . . . • • . . .•.- •, • • • • • •• •• t Florida Building Code ath Edition(2014) y High-Velocity Hurricane Zone Uniform Permit Application Form . �eadfign C d Of AVAIGMn Fill In OpeoHta Roof Assembly Components Fastener Spacing for An chorlNsse Sheet and Identify NManufsawsr Attachment 4 (tf a component le not used,tdentOy`as` ") Field:3—"oo 0 LOP.#Mows 3—0?L'oa SPtem Menufacturerl,d� � Y}1�1s4�C -Perimeter.A--oa a lap,#Rows�[..0-10--op, NOANd.:13 �� v Comer. �'ooQ t ap,#Rons q_O� Destgn Wind Pressures,From RAS 928 or Celoulatione: Number of Fasteners Per Insulation pmex9:_tj!32 _Pmax232-�_t'msX$—' 1A4 —. •Npard Max.Design pressure.From•tire SpwMo NCA Field Perimeter Comer System- illustrate Components Noted and Do* Type. w / Details as Applicable: ` gaug�fttlokn s: �!8 Woodblooking, Gutter, Brigs Termtnattan, stripping, Flashing, Continuous Cleat, Cant t g rL Strip, Base Flashing, Counter- Flashing, scope: Coping,Mo. AnchorlBeseStteetBNo.atpty($p_j Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, A� ohorlBase She t Fastened onding Material: Material yhiokness, Fastener Typo, Fastener Spacing or Submit Manufaotursre Detalis that Comply with RAS 911 and Chapter 16. insulation Base Layer: Bess lnsuiatton Size and Thickness: JA i e CV'al gorWA L Base lnsaldon Festonerli30ndin9 Materlai:�j/4 'Cop lnstdatlon lop i+er nul a� Cn qar FT. ' To Insulation size and Thtdmess: Yq i Q'r parapet 'fop insulation IF, to or, and ng terisl: Height Base Sheat{s}&No.Of ply(s);_ - - FT,._D Base Sheet Fastened0onding Material: i k '4 Moan J� + Roof Ply sheet(e).&NO.of PKA)• } - r Height Ply Sheet Fastener! nd ngt flat.t � Toppi U fLt t� Top ply Fastener/139 pdirig to is , fee • • . .. . . . . . . . • . . . . . .. ... .. off . . ..• . ... . ... 0 0: . •• . •• . . • . • . • . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . 1 } i Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form ®c0q.. (S122e Slanad ttgo S sal, Root=System Manufacturer:.�a ^1 n .►°�' Notice of Acceptance Number:..13— Si" Min'irrium Design Wind Pressures,if Applicable(From RAS 127 or Calculations): P1:—_LLQ 132: —D _... P3: Maximum Design Pressure rom the NOA Specific WORM): : Method of Vie aSachmsnt: Sf eD Slop-®d Roof System ROCLI DockType: WOM ype Undedayment• Roof Slope: nsulation: [TO= . ..... IA- 112 Fire B or., N) .LA Ridge ventilation? astenor Type&Spacing: 1I m A — dheslve Type 5-M. k L+ Cap heat: . oof Covering: Mean Roof Height:L •• ` Type&Slxe Orap--• ••• • Edge: \� -` . . . . .... . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ` I Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form ®citon E (LO GslculIII-ons For Moment based the systems,choose either Method 1 or 2.Compared the values 'for M vd&thevaIuei from M .IftheM:values are greater than or equal to the Mr values,for each area of the reaf,then the flit attachment method Is acceptable. Method 1"Moment Based Tile Caleulations Per RAS 127" 3 8 (p, Ltd o.Q. x xAjy-•-w IG —Mgt 9 J f _'. r� NOA b Qt1� NOAMt4S (Psr--L `-y-x 7V � —Mgt�� NOA A* Method 2"Simplified Tile Calclktiou Per Table Below" , Begaired Moment of Resistance(Mr)From Table Below... NOA n,�� m,Req@-red moment Reeletance* -mean pea RoofBtope eg 15' ZQ' �' 3W 44' A ADA -113 34A 71aB *Mast be used in conjunction with a lst of moment based tate systems endorsed by the Broward County Board of Rales and Appeals. For UpUft.based tilt systems use Method I Compared the values for F'with the values for F,.If the Ft values are greater than or equal to the F,vdoeN for each area of the roof,then the file attachment method is aeceptable. Method 3"Uplift Based Tile Caleu%dOns Per NAS 127" (Pit xl: m x w:- ---)--W: x eos tk - FN: NOAF" FW NOAF' (i'as xisz w:_.____)—W: xcds8: = F,g: NOA F— _ Where to Obtain Information Descripflon Symbol . Where to Bud saps mot or or 7E0127 1 a sn i on ASM Mean Roo HAgobaRMIOMOROW 2L- ob Site YAM amp fi 08 NOA eMOR to M OA OA •• cn7 • • • • F N A • •• • • • Avera NOA ROA V width !Mow 0 Ilk ••• •• • 00 0 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t ' MIAMNOADE • "Delivering Excellence Every Day" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 form. The owner's initials in the designated space indicates that the item has been explained. ERIL 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. IRE' 1 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring unit (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. 4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5E5. 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. IRM6. 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 Code,Plumbing. 1�7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic vptihettog 4h0.nqt be.•• reduced. •• ••• • Owner's/Agent's Signature: Date: 1 / 00: • . . . . . Contractor's Signature: Permit Numb, •,• ••• Property Address: ... . . . . ... . . . . . . . . • .. . . .Soo 0•.•.. *00 0• •• . . , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1625 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2814) High-Velocity Hurricane zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF. THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below LowSlo A Ilcatlon A,B,C 1,2,3,4,6,617 Prescriptive BUR-RAS 160 A,B,C 4,6,6,7 Asphaltic Shin les A,B,D 1,2,4,616,7 oncrets or C A,B,D,E 1,2,3,4,6,6,7 Metal Roofs A,B,D 1,2,3,4,6,6,7 Wood Shingles and Shakes A,B,D 1,2,4,6,6,7 Other As Applicable 1,2,3,4,6,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Speolflc System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permlt Application ` ` S. Owners Notification for Roofing Considerations(Reroofing Only 7. Any Required Roof Testing/Calculation Documentation : : : :•. •• FLORIDA BUILDING CODE 5th Edition (2094)—BUILDING `:` : : : : Ulf • • • • • • • • • •• • •• ••• •• • • • •• •• • • ••• • 0 2/15/2016 Property Search Application-Miami-Dade County -�1; PROPERTY APPPAF THE Summary Report Generated On:2/15/2016 Property Information Folio: 11-3205-012-0080 Property Address: 1041 NE 94 ST Miami Shores,FL 33138-2944 Owner MIAMI CTRY DAY SCHOOL INC Mailing Address 601 NE 107 ST MIAMI,FL 33238 Primary Zone 1400 SGL FAMILY-3001-3250 SQ - 0101 RESIDENTIALSINGLE Prima Land Use Primary FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,327 Sq.Ft Living Area 3,079 Sq.Ft of Adjusted Area 3,106 Sq.Ft Lot Size 10,495.1 Sq.Ft Taxable Value Information Year Built 1940 2015 2014 2013 County Assessment Information Exemption Value 1 $488,490 $444,082 $403,711 Year 2015 2014 2013 Taxable Value $0 $0 $0 Land Value $319,691 $283,106 $191,641 School Board Building Value $216,178 $210,586 $210,586 Exemption Value 1 $537,353 $495,176 $403,711 XF Value $1,484 $1,484 $1,484 Taxable Value $0 $0 $0 Market Value 1 $537,353 $495,176 $403,711 City Assessed Value 1 $488,490 $444,082 $403,711 Exemption Value $488,490 $444,082 $403,711 Taxable Value $0 $0 $0 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $488,490 $444,082 $403,711 Non-Homestead Assessment $48,863 $51,094 Taxable Value $0 $0 $0 Cap Reduction Educational Exemption $488,490 $444,082 $403,711 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price OR Book-Page Qualification Description Board,City,Regional). 10/01/2007 $825,000 26002-4166 Sales which are qualified Short Legal Description 1 01/01/1994 $150,000 16233-3661 Sales which are qualified Go 90117 • • •• KIRBYS ADD TO MIAMI SHORES • • • • .0. • • • • •• • • ••• • PB 41-44 • • • •• • • • • • • •• ••• of • • • •• LOT 8 LOT SIZE SITE VALUE • ••• • ••• ••• • OR 16233-3661 0194 1 • • • ••• •• •• •• • •• • • • • • • • •• • • • • • • • The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The�ropAy Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp ••• • • • • ••• • • Version: • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ! MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/aera Ceramica Verea Ctra.N-634 San Sebastian,Santiago,Km 683 Lanza S/N 15685 Mesia(Coruna)Spain 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: Clay Barrel 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. 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 avail4le.0 ipspectionatthe4ob site at the request of the Building Official. • . . • This renews NQAP:1:032012 RA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. . ... . ... ... . 000 see 4 . . . . . . . . ... . . . . • • 0000W NOA No.:13-0226.01 eCouwlY Expiration Date:03/13/18 ••• _JAP ... . . . . ... . Approval Date:03/21/13 . ••• • • Page 1 of 6 . . . . . . . . . . . .. .. . . . V .. ... . . . ... . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Clay Barrel Roof Tile manufactured by Ceramica Verea in San Sebastian, Spain and is distributed by Ceramica Verea, USA, as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4"herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Clay Barrel Tile L= 19.8" ASTM C1167 High profile two-piece clay roof tile. For direct W=8.4" deck,adhesive set applications. Thickness: 0.45" Trim Pieces Length:varies ASTM C 1167 Accessory trim,clay roof pieces for use at hips, Width:varies rakes,ridges and valley terminations varying thickness manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. San Sebastian, Spain 2.2 EVIDENCE SUBMIT'T'ED Test Agency Test Identifier Test Name/Report Date American Test Lab of south RT0517.41-11 TAS 101 06/13/11 Florida IBA Consultants,Inc. 4709-2 ASTM C 1167 11/12/07 IBA Consultants,Inc. 4709-4 TAS 101 12/21/07 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . . . . ... . . . . .. . . . . . . . . . . .. . . . . . . . • ' NOA No.: 13-0226.01 hnAME�otmTY Expiration Date:03/13/18 - ....• ... ... . Approval Date:03!21/13 . ••• Page 2 of 6 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix `A'. Such testing shall be submitted to the Building and Neighborhood Compliance Department—Product Control Section 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. 1. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Clay Barrel Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS-120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight W(lbf) Length-I (ft) Width-w (ft) Clay Barrel Tile 5.2 1.65 0.71 Table 2: Aerodynamic Multipliers -A (ft) Tile A (ft ) A (ft) Profile Batten Application Direct Deck Application Clay Barrel Tile N/A 0.26 Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" Profile or Greater Clay Barrel Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Tile 4.19 4.11 4.01 3.87 3.69 3.47 Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Barrel TA@ ••; :30A. 2-r IrYl hent Foam Roof Tile Adhesive AH-160 118.31 1 MedIUr%pad4yj)I4c&n&n0eigA434.6 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160 for the pan tiles. 17.3d bfi eA&side of{he tap tiles. . ... . ... ... . . . . ... . . . . .. . . . . . . . . . • •• • • • • • • • • • • NOA No.:13-0226.01 hI1AMFOWDE COUNTY 1Expiration Date:03/13/18 JAPPROVEDI 73' . ... • Approval Date:03/21/13 • • • ••• • Page 3 of 6 . . . • . . . • . . . .. .. .. ... .. .•• .. ... . . . Y , Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Barrel Tile Quikrete Roof Tile Mortar, FL-15 45.38 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". CERAMICA VEREA SA ESPANA LABEL FOR CLAY BARREL ROOF TILE (LOCATED ON THE SIDE 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . . ••• . ••• ••• . . .. . . . . . . . • ° ' ' NOA No.: 13-0226.01 MIAMaDADeCOuw7Y Expiration Date:03/13/18 ••• • • ••• • • Approval Date:03/21/13 • • w s • • • • • •••• • • Page 4 of 6 •• . . . • . . . . . . •• .. • . . •• Y , PROFILE DRAWING 19.8" 8MI CLAY BARREL TILE END OF THIS ACCEPTANCE .• ••• • . • . . •• •. .. • . .. . . . •. •..•. . . . . . . • • • • ••• • ••• ••• • • • • • • • • • 000 • ••• • • • • • • • • • • • • • • NOA No.:13-0226.01 Fl- Expiration Date:03/13/18 ...• EDI . • • 0:0 • • Approval Date:03/21/13 • • • ••• • • • Page 5 of 6 • •• •• • • • •• •• ••• • 0 0 ••• 0 0 c , GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Section. RU Component Name Initial Aged Initial Aged Solar Reflectance Reflectance Reflectance Emmitance Emmitance Index(SRI) 1. Clay Barrel Roof 0.39 Pending 0.83 Pending 41 Tile • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • • • ••• • • • • •• • • • • • • • • • • •• • • • • • • • •• NOA No.:13-0226.01 1APPhaAMi ROVED I rr Expiration Date:03/13/18 ••• • . • •.. . Approval Date:03/21/13 • . ... . Page 6 of 6 . • . • • • • • . . • .. .. . . . .. .. .•. . . . ..• . . HIAM 111IAh9I-RADE COUNTY ® PRODUCT CONTROL SECTION DEPARMNIENT OF PERAIfFTING,ENVIRONlIENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADARNISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) M—M-nilawldade.eavluera Owens Corning One Owens CoruingParlovay Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:WeatherlocV Specialty Tile&Metal Underlayment 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 Official. 00 This renews NOA#09-AL8.06 jTd a*&1sJ cf jpge§ I through 3. The submitted document4gdn ivO M0*0 by$IeATigera. " 0 NOA No.: 12-0309.03 WMIAMI-DADE co uN7Y Expiration Date: 07/31/17 Approval Date: 07/05/12 . . . . . . Page 1 of 3 . • . . . • • . . . ... . . . ... • • Y , ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description WcatherlocV 3&'x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7'rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlayinent in sloped roof assemblies. A ANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Anency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 TRT-Arcon,hie. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NET-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NET-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction Deck Description: `/32"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 266 Type Il or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c,the field of the roll. Membrane: One or more plies of Weatherloek0 Specialty Tile&Metal Underlayment with a tninimum 4" side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is app1?ed.•%r0c1*l atraplitrj of die roof with Weatherlocko Specialty Tile&Metal Underlayment is aOC�ptae •i i i i•i ••• •• ••• •• • • • •• Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake.&ShhlglesAtd Aspbaltic.Shingle assemblies. . . . ... . . . . .. . . . . . . . . . . .. . . . . . . . NOA No.: 12-0309.03 MiAM14=ECOUNTY Expiration Date: 07/31/17 Approval roval Date: 07/05/12 •.. • .•• :.: Page 2 of 3 . • . • • . . . • . . •. .. . • • .• .• ... . . . ••. . . LIAUTATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock' Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock'Specialty Tile&Metal underlayment shall be applied to a smooth, clean and dry surface with deck five of irregularities. 4. Weatherlocke Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. S. Weatherlock®Specialty Tile&Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock®Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock` Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7, Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. WeatlicrlocV Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock Specialty Tile&Metal underlayment as a component part of an assembly in tie Notice of Acceptance. If Weatherlock'Specialty Tile&Metal underlayment is not listed,a request may be wade to the Authority Having Jurisdiction(A-HJ)or the Miami-Dadc 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. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock®Specialty Tile&Metal underla3mhent shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statemept.!"Mlnfi-]►adO.C$u$ty.P'toduct Control Approved" or the Miami-Dade County Product Control Seal as shown Belo%-A: •• • ••• •• M 6DADE CQUNTY •. •;• ;Eft OP TRU ACCEPTANCE . . . ... . . . . .. . . . . . . . . . . .. . . . . . . . "; •• NOA No.: 12-0309.03 WMW42MEcOUNTY Expiration Date: 07131117 ... . . . ... Approval Date: 07/05/12 • • • Page 3 of 3 . •• •• . . . •• .. ... . . . ... . . M1AMF IIIA\II-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTi1MiT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Srreel,Room 208 BOARD AND CODE ARMIN1STRATION D117SION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) ��.iti.n,lapti141ade.eoeroera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami-Dade County Product Control Section (hi 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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MT4'2-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",unJess otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application Iles 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 ally section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documeipgoil Vs je jielttd 1&4lgf rigera. . .. . . . . ... . .. ... .. . . . . NOA No.: 12-0228.18 '�i �' :• : ••: ••• ••• laxpiratton Date:05/10/17 i`IIAMrflA,DH caun • ••• • . • • Approval Date:05/10/12 Nowla • •• • • • • • • • Page 1 of 7 •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations In compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANTT: roduct Dimensions Test Product Description Specifications 3MTm 2-Component Foam NIA TAS 101 Tivo component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 NIA Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use oft-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Provert Test Results Density ASTM D 1622 1.6 lbs./ft' 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 Penn/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @I5rF., 100%Humidity,2 •• ••• • • • • •• weeks Closed Cell Content :kjr VI ID 2856 86% . .. • • . . ... • NOA No.: 12-0228.18 �;'!'1';PBy F ••• • 90: ••• • Expiration Date:05/10117 MIAMMADDECOUNiY • • • • • I !, . .•. • • • Approval Date:051I0/12 NUMEMMUM • i• ' i i. • • i • i : Page 2of7 •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 _ 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not pant of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT1I 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlaynnent shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT111 2-Component Foatu Roof Tile Adhesive AH- 160 roof tile adhesive with their file assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tine assemblies sliail test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'= • •• • • • • ••• • •• ••• •• • • • •• NOA No.: 12-0228.18 •• • ••• 00: • Expiration Date:OS/10/17 IAM'tkADECO, > •• •• • i i Approval Date:05/10/12 • i• • • i i • • i • i i Page 3 of 7 Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of 3MTrn 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MT"'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 3MT&'2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined In compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof 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 3MTh'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). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTm'2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed penmanentiy to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 31VP11'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placernnent Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grates) Flat,Low,High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low High Profiles #3 8 NOA No.. 12-0228.18 ••• • ••• I�fIAtYfb ••• •• Expiration Date:051101[7 U • • • • � •. ... • • • . Approval Date:05110112 • i• • • i i • • i • i i Page 4of7 •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• 0• LABELING: All 3MT"t 2-Component Foam Roof Tile Adhesive AH-160 containers shalt comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Hal dafthptasdoMunt Paddyr(tkntathT&t} HBO o ghplaslkcement Paddy{Bttua9�T8eJ UnderTai++cent tlndodaysnon! -- ... j! i01n. 1021. Earatoute Fascla fa�reComs Pasch Wtephote Eavecatuseonty EaracaasooaTy Easedos= UNION aN a a 41aup6oat�wcaP�h•des P�fle ttallwonhplastkeawt Paddy(8aneath7gi} ijPlaossaoughadhesfvatoaeMrretrcu33 s°t agvatebidkslntonlactwtdtthipaodk woppTuhappgw�u Na>EGxooghptasUcsaa>e IAaneet -�� 4 Ttantownu ldedcaaPlaeaadhesfveU2U. }ToiIn.From�oat aidgeofeovero14. - il•ainst�tlu�e. ° ttddadaymtat tom. 21M ° EareClasurt Ra , Eayscouneadp. fop ° $Aaaildng a�appror.4hr.uP faee� ofOro � -.:'%:. Abuttosiwadeowaeoi OpSocal pane8¢,Ensuraeaveeadof Pola Norw pan811dC0Yiltgil a(8 on l flushateaveEna. odgeso�fla Eavedon" Wit a fasda {morWrahawn} NOA No.: 12-0228.18 ••• • 000 ••• • Expiration Date:05/10/17 riu►�tFaa usys •• • • . V: . . . . Approval Dale;05/10/12 • i• i i • i • i i Page 5of7 • • • • • • • • • • ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY i+tait through plastic cement Paddy peneath Tile) Nal!through plastlo cement paddy{Beneath tile) Undeftmart a Undedayment a :r a _ / 7 In.ft- y 21n. ---- l:aYalreWSe ° ° Pestle Fascia lye*& We closure thk►edge EM CIO" Nall through Plastic cement Paddy enaathlUe) Undedq=nt e 0 EMCloswe Fascia •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• NOA No.: 12-0228.18 •• •• •• Expiration Date:05/I0/17 IM!91 •IUN • • Approval Date:05/10/12 e • • i i • • i • i i Page b of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nail through plastic cement Single paddy under Ole '~- (between tile) Ondedayment Single paddy between the Paddy 21n.x71n.medlum (° (under tile) ° size paddy ova courseonly 0,001 Singlepad ==- 3In. under Gley 31n.x 31n. - x 31n. Sigl din. 21n. Single paddyon ° 2 in. din. pay under on laymen under. tayment Single paddy fascia 8 e course on top of tile Weeph* Single paddy 1071n medlum % free Eaveclosure on top of Ole size paddyeave pj{pedga fasda course only Nall through plastic cement fflne Pa uny,r Ole" paddy between Ole �e tn.x 31n. din Single paddy onundedayment 2 n? ° single paddy i, tlaveclosure on top of tile 2 in.x 7In.medium she paddy eave course only END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 12-0228.18 •' •' �' Expiratloit Date:05/10/17 M bAU c U ••• • • • e Approval Date:05/10/12 e F • • • • • • • Page 7 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• ••• • •• •• • • ••• • • i YlIA�1i�DADT:COUNTY PRODUCT COWROLSHMON, 1180S Sw 26 Strok Roonr 208 Di+tp.SR'rhlltNT Olt ItEGUI,ATORY AND WOjN'O,l1IC ItLr.SOURCL3(RER) T 786 Hand, 5n ,P arlde 33175-7474 474 ` BOAII'DANDCODE ADylllltiMUTIONDIVISION { ) { ) NUTICr or, ACCEPTANCE{NUA} }�+v�»lamtduelPgo��ccoaome ` CertatnTeed Corporatton 1400'Ctrrilon Meeting Mond,P.O.Box 1100 I311te Boll,PA 19422-076JL >�COYF:t eo s r lotion �nhn ease of n t t TillsNOA is bcitr Issued under the applicable rales and regtttatlons gover $#h g -Dada omit RM r materials.The documer itatlo:n sttbtnttted has been revic%ved aad accepted by Mlanni Comity y product Control Seotlon to be used hn Miami Dado County and other areas where allowod by the Authority Having Jurisdiction(AW). This NAA shall not be valid after the expiratlOA date stated below.Tito Mtaml-Dada County Product Control section(Li miatttl Dado County) and/or the AFU(in ureas other than Miami Dado County) reserve the right to have#ills product or material tested for quality assurance purposes.If this produot or titaterlal fails to perforin int the accepted manner,tho ntattufaoturor will irnour the expelnse of such testing and the AIU may Immediately rovoko,modify,or suspend tate Ilse of Stroh product Or material withht their jurisdiction. RBR reserves the right to revoke this aooeptaneo,if it is deteruninod by Miami.-Dada County product Control Section that this product or nw orlal falls to meet tine requirements of the applicable building code. This product is approved as described herein,and has boon designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DRSCRIPTION:CertaluTeed Conventional Bniit•Uri Roof Systems over Wood becks. LAD19LING:Bach unit shall bear a perntatnent label A#Ith the manufacturer's name or logo,city,state and fallowing statoment:"Miami-Dade County Produot Control Approvod",unless otherwise noted herein. RENLWAL of this NOA shall be considered after a renewal appiloation has boon flied attd thete ims been no ohange in tate applicable building Bodo nogativoly affecting the perfortnance of this product. TICUMINA`i'ION pf this HOA will oeour atter the expiration slate or If there has been a revision or change In tine materials,use,atrdtor uunnufacture of tine product or process;Misuse of tltisNOA as an ondorsomont of any product,for sales,advertislog or any other purposes shall automatically terminate this NOA.Failure to comply Nvith any sectlon of tilts NOA shall be cause for termination and romoval of HOA. ADVJCRT18)?, %NT.' Tire NOA number preceded by the words Mlamt Dado Couuty, Florida, and followed by tine oxplration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall he done In Its entirety. XNSpV,CTIONt A copy of this entire NOA shall be provided to the usor by tho inanufaoturer or its distributor's and shall,be avallable for inspection at the Job site at the request of the Building Offlolal, 00 ThIsN'OA Aiews Ad Uso$NbA NO.DS-0410.07 sit([c,Otnsists ofliages I through 16. Tho sttbmittgi dolt**tolagior►00 %4s Ui4o o ld by Jorge L.Acebo. . ... . ••• ••• . * �j • ••• . • NOA Noa 13.0204.14 ' 'gxplrationDator 06119118 it p ° •'• •'. •'• Approval Dater 05/30/13 Page 1 of 16 ... . . . • •.. • - • • • • • • • • • • • •• •• • • • .• e• Roo rma SyS'1'L1YL.A1rr-OYAL a 1 ': ROOM% t b-Cat arvi Built-UPltoofing; erl t: Fiberglass Wood .KjAinum Design Frassuft •60 psf 'J!`izAi)3;NAxyms Or PIkODU079 MANUFA.CMED Olt LAI3MID BY.APPLICANT: '1`�1t3T,L�X • Test I'i'oduet rodi j2hugnsim AN4099A poserlotion All WeathorlEmpire 36"x 65'1011 ASTM D 4601 Asphalt coated,fiberglass reinforced baso Base Sheat Moll might:86 tbs. Type II shoot. (2 squares) UL Type 15 Fiintglase Minoral 36"X 321101; ASTM D 3909 Asphalt impregnated and coated IiiorMnio Surfaced Cap Shoot hail Weight'.78 lbs. glass fiber surfaced with mineral gtonutos 0 square) used as the top ply In eonvontloitat built-up roof membratios. I:tinntglast�Mhnaral 36"X 3211011; ASTM D 3909 Asphalt Itinptegnated and coated inorgaitio Surfaced Cap CoolStor Roll Weight:78 tbs. glass fiber surfacod with mineral granules (I square) used as the top ply in conventional built-lip roof membranes. Covered with reflootivo CootStar Coating. Filatglose Ply Sheet 36"x 16417'; ASTM D 2178 Fiberglass,asphalt Impregnated ply allot. Typo)v or VI Roll wolght:40/55 Typo IV or VI lbs. UL Type QI (5 squares) AOX I-01fis Base Shoot 36"x 9819"; ASTM D 4601 SBS Modified,fiberglass rolnforced base Itoll weight:90 lbs. Tyra tI shoot, (3 squares) UI,Typo 02 Flex-J•Olas FR Base 36"x 98'9'; ASTM D 6163 WS Modified,flbeigiass reinforced base Shoot Roll%velght:90 tbs, Grade S sheet. (3 sgtioros) 'lupe I alasBaev"t Base 36"x 9819"; ASTM D 4601 Asphalt Boated,fiberglass base sheet. Sheet ROTI tivaight;69 lbs, UL Type(12 (3 squares) Black Ulanlpt►tIT�•; ; 036140$179;heti ASTM 1)1970 Sslf-adhering fiberglass reinforced Base Sheet•. .; .':Nj�ghe:*iii;, inodifled bittnpon base street Y •• ••• .• 80*3i0 • •.r• • ••• ••• • • , • ... . . . . NOA No.i 13.020'f.14 ' : : • ' : . : : 'Expiration Data: 06/19118 Approve:Dotal 05/30113 fags 2 of 16 • • • • • • • • • - • •• •• ••• •••• ••• •• ••• • • - APPROVED INSULA IONSt 'Prli1L�2 PrOtlilC#Nfllll a Protillet Desorlptlon. unnumeturar. (With Current NQA) Plltltlio and ISO T?alyisoaygnttrato foal)Insulation CortainTeed Corp. Roofin Corporation Atlas ACI.;aatn II POIyIs44yatlt Irate fag111 Insulation H1g1 Doltslty Wood 1Ibeiboard. Vand fiber Insulation board Clonoric PeYlita 1t1 t s dation board Gonerlo perllt8lilsulatioii II .-SI1ioId Polylsoeya t at n m e foot)lnstdg#Ion Hunter Panels,LLC ist ) uto board Qeo)' la Pool#ia Gypsum LLC DettsOock,)3etlsDeck Prima Water resistant gyl s is S Johns Manville Corp. + Trate fontInsulationuls tv�gnv ! p LtNT3.QY 3,LNRGY 3 25 PSI Poiylsocyattt foatlt insulation RMax Operating,LLC. Multi-Max-3,Mtliti-Max1:A 3 Yolyisoayantlrate APPROVED FASTENERS! TAULT:3 Fastener Product Product Manufacturer Number Narita i i Dwo rl!tion Dinla)sions (N V1lh Gaut out NOA) 1. Dok#hstFasteners llih& Ittsulatlonfasteaor SZt$Intea,Ina. IIlHS 5 Tto 2. Dokfast Golvtilum18»e Stool oalvalume,AZ50 steel plate 2 x 3 ! BPS Inters,I110. Flex Plata s► , I SIS Tntea Tito, 3. 17ekfgst Dekflat Round Polypropylene pIa#o 3 x 3 /�' , MOO i:.o P! ci.Plate as 4, i112 Statldgrd Roafgrip& ltlstligtion fastener for wOMGoad ,Tito. 1114 Roof !) gild stool. 19'I 5. Aociffraa Haxira Insulation fastener for hood 0MG,1110. gild stool 6. 3 In.Ribbed Gglvalunta Gtalvalutne stress plats. 3"round OMO,Toa. Mato 7. ActraaPato Galvait1t1astas plato, 3��Square at a OM G Inc. 8. 3 In,Round Metal Plata Galvalumo A7$0 steal.plate 3"ro11nd QMG,file. 9. Trufast 112 DPH& itlsulatton fastener for wood A lton16,1CI.S. t1e,Inc. tri Co. Trufast#14 H0 r, azul steel deoks 10. Trufast 3"Metal Galvaltano AZ50 steal plate 3"round Alitontoh,Brinok&Co. insulation Plate U.S.,Ina. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . • • NOA Noa 13-0204.14 . . . . ... . . . . •• . Lx iradon Datot 06/19/18 Approvnt Datej 009113 Pogo 3 of 16 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �VIDENCR SUl31VIITTFD1 ;1'ost Auonufflontlflor tuo ort TrinitylBRD TAS 117(13) 3$03.10.06 10/10106 TAS 117(B) 06490.04.07-R1 06/27/07 TAS 117(n)t ASTM D6862 C8500sC.11,07 11/30/07 TAS 114 C8370.08,08 08/19/08 ASTM Physlogi I'ropertles C10080.09.0844 03/25/10 ASTM D4601 010050.00.12-1 09!28!12 ASTM 03909 . 044200.03,13 .03122/13 ASTM DI 970 C40050.09.12-2 09/28/12 Momentum Tcolmologles,Ino. ASTM D 4601 AX3108D 09%05/08 ASTMJ)3909/D 4897 AX3108C 09/05108 Irttotol y Mutttal Research Corp. VMRC 4470 J.1.113Y8A1.AM 03/23/96 FURC4454- JT.OD3A3.AM 04/04/97 FMRC 4470 J.T.2DOAo,AM 12/23/98 JTMRC 4470 J,I.ID7A4.AM 11/09/98 Underwriters Laboratories,Ino. UI.790 RI 1656 01/11/13 United States Tasting Company ASTM D 5147 97457-4 06/03/88 ASTM D$147 97-457-2R 12/02187 PRI Construotion Materlal$ ASTM D2178 CTC f 22.02-01 03113/12 Toohnologlos 1.I.0 ASTM D2178 OTC123.02-01 03/13/12 ASTM D6163 CTC-066.02.01 08109111 ASTM D4601 CTC-127-02-01 03/13/12 .. ... . . . . . .. . .. . . . . ... . . .. ... .. . . . .. . ... . ... ... . • NOAXo.t 13.0204,14 . . . ... . . •• • • •. . 'gxpleatloo Datot 06119118 ', , ••• ••• ••• •••NEWAppro"I Dato: 05/30113 M�IduwY'ago 4 of 16 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t � Deck Type 11t Wood,Insulated Deck Descriptioul 19/32"or greater plywood or wood plank systom 1411e A(2)t Anchor sheet mechanically fastened;all layers of Insulation adhered with approved asphalt. ` All General and Systenn Imitations apply. Anchor$heat: All 1Veatifor/011, 013490 Sheet,014sBasa We sheet orpllutglas Prornium Ply Sheot lncciranicaliy attached as detailed below. Fastening: Anchor sheet shall be lapped 4"and fastened with I 194,annular ring shank dells mid.tipproved tin caps 8"o.o;ln the lap and three rows staggered In tho canter of the sheet 8"o-o. One of rliottt layers of any of the fol lowing Insulations. Insulation X,ayor 7l1snilation P`4staners Fastener (Table 3) Dousitylfe ENRGY 3,Mtlifl--Max PA-3,A.Clfioann 1I,F'lhltDoard 180,11-81,10141 1VM111In1t11111A"thick NIA N/A Approved Pa lits MlAhluntt VP 01101c NIA N!A Approved High Denstty Wood Aborboord Miuin11111%/:"thick NIA NIA D6usDeelc,Der1000k Prinna minhumn,I/a"04101CN/A. N/A Note: All insulation shall be adliercd to tlto anchor sheat lit full lnopping of approved hot asphalt within the RVT range And at a rate of 20.40 Ibs.t100 tit. IPtense rofor to Roofing Application, Standard RAS 111 foil insulation attaellnlcnt, liisiilattoll llstecl as base Iayar only shall ba lised only as baso 14yora with it second layer of approved top layer lnsulattos installed as the fillal 1110mbrane substrato, C0311posite Insillattall panels 111ay be used.as a top layer 1)laced with the polylsoeyanurate side feeling down, Base Shcct: (Optlonal)Install one ply of Alt NVeRfher/13n1pire Base Sheet,l;lex T-01as,Flom 1 Oias FR.or GlasBaso base sheet directly over 1116 top Iayer of hlstdatton. Adhere with any approved mopping asphalt at nn applloation rate of 20.40 ibsJsq. Ply Shat: xlvo or more piles Of 1;}ilitgtas Ply Sheet(' -p01V)or Flintglas Promiuttt Ply Sheet(Type VI)or ASTM D226,Typo 1 shcct adhered in a frill stopping of approved asphalt at in application Tato of 20.40 lbs./sq. Cap Sheet: (Optional)One ply of Flintgtas Mirloral Surface cap sheet or Mutates 1b11noral Surfaced Cap CoolStar adhered in a 11111 mopping of approved ospllalt at an application rate of 20.40 lbs,/sq. Sudhoing: (itequlle(l if no cap sheet is used)Any coating;listed bolow,used as a surfacing, must be listed within a current HOA.Install one of the foltowhig: 1. Giav0l or slag applied at 400 lb./sq,and 300 ib./sq,raspootivoly ht a flood coat of approved asphalt at 60 lb./sq. 2. jA hve port, pilIg gonelsthlpof a base coat of APOC/1300 Asphalt Fibored qinttlsW gprltopf f mage;surfaced with l galdsq.APOC11212 Fibered Maximum Design Pressure: -52.5 psf(See General Uniltation 117) . . .00: see NOA Ne.t 13-0204,14000 EMMENEk •• Expiration pates 06119/18 ' •• ' Approval Dater 000/13 1?age 6 of 16 ... . . . . ... . . s WOOD DECK SYSTEM LIMITATIONS: 1. A sllp shoot Is required with Ply 4 And ply 6 wile,,used,as a meollanicaily fgatened base or anollor shoot. f`irm1r1;AL LIMITATIONS: 1. Dire ofasstficatlon is not part 0f this a000ptatlee; refer to a ourroot Approved X000119 lvlaterlals Directory for fire ratings of tilts product. 2. Insulatton may be installed in multiple layers. Tito first layer shall be attaclted In compliance with Prodttat Control Aplrioval gmtdolines, All other layers shall bo adhored in a full lnopl>tllg of approved asphalt applied within the BVT ratige and at a rate of 20.40 lbs,/sq.,or judollanfcalty attached using the fastening patten,of the top layer 3. All standard panel sizes are ac0eptablo fOt mechanical attaehnimit. Wizen applied fn approved asphalt,panel size shall be d'x 41 maximum, 4. An overlay antl/or recovery board Insulation patiol is required oil all applications over closed coil foatlt Insulations whon the tease stleet Is fully])lopped. if no recovery board is used fila baso elloet shall be applied using spat;bopping wltlt approved asphalt, 12" diamoter circles,26"o.o,;or strlo mopped 8"ribbons to tlteo rows,0116 At 04011 side lap and one down the cetlter of the shoot allowing a continuous area of ventilation, Atofroling of the strips Is not aGeepiablo. A d" break shall be placed every 12'In eacll ribbon to allow 01bs8 ventilation. Asphalt WHOM"of$11hor system shall be at a minintutll rate of 12 lbsdsq. Note. Spot attnebW systems shall be limited to a ln84111 n t design pressuro of•45 psi. 5. Fastener spacing for insulation attachment is based an a Minimum Characteristic Force(F)value of 2751bt,as testcd.ln compliatico with Testing Applicatlon Standard TAS t 05. If tho fastoner value, as field-tested,are below 275 lbf.Insulation altaolunent shall not be aecaptable. 6. Fastonor spacing for meohanical attachnicilt of aflchor/baso shoot or 1110111brans attaolumetlt Is based oil a 1mit11t11um fastener resistance value,n e01�11f1etlon with the maximum design value listed within a speolflo system. Should the fastener resisiatice be less titan that required,as doterminod by the l3uulldhtg Offlolal,a revised fastonerspeolog,prepared,signed and sealed by a Florlda registered Professional Briginoor,Registered Arolltteol,orRogistorod Roof Consultant may be submitted. Sold lavlsod fastonor spacing shalt 11011x0 the w1titdra»p1I resistatice vatuc taken from Testing Application Standards TAS 105 and calculations 111 001110141100 NVItit Roofing Appliontion Standard RAS 117, 7. Perimeter 01W oornor areas sliatl comply with tine enhanced uplift pressure requirohionts of these areas. Fastener denslfl0..4 shall be increased for both Insulation and baso silent as calculated In eotnpltanoe with Roofing Applloallon Standard RAS 117. Calculations prepared,signed and sonfed by it Florida roglstowl professional Brigineer,Registered Architect,or Rogistorod Roof Consultant (Whole flits limitation Is specifically reforred with!])titis NOA)Goneral Limitation 09 will 11ot be applicabie.) 8. All atta0hmout and sizing of perinieter nallels,])fetal profile,atm,/or flashing t0rnlltiafion designs shall conforin to Roofing Appiloatton Standard RAS I f 1 and applicable wind load requiromonts, 9. 'Che ninximum designed pressure limitation listed shall be appiieable to all roof pressure 201103(I.0, ftold,porlmetets,atilt 06TIleis),Nettlter rational atlnlysl%nor extrapolation shall be permitted for onftanced fastening at enhanced pressure zones(i.e.porinlotols,Wended cornets and cornors). (Whell tilts limitation Is specifically raferred within this NOA,General Limitation i17 will ftot be nppi,eablo.) 10, All products listed horo6stmil havem qquality essurstwo audit in accordance with tho Plorida Bug lldhl Code and Rile 9N.3®Bile ferlja2Jn4iistratve Code. • •• • • • • ••• • .ON)) ON TM:WCEj PTA,NCE . ... . ... ... . • • NOA.Noa 13.0204.14 •• • • Raplmdon Date: 06/19/18 u , •• App oval Datet 05130/13 Page 16 of 16 ... . . . . ... . . ... . . . ... . . fiber orwood Aber,any thlokness. Base Shoat:Tile 02"Olasbaso"baso shoot. Ply Shoots.,Wo to throo layers of Type 01"FlIntgtas"ply shoot or Tyne 0-2 0000880baso sheet. Surraoings Qravel or$100. 7. Nokl045139 Inallrte:3 Vapor Rotardor(Optional)i*iWo 02"Glasbasa"or UL OtasslOod vs0or .ratorder. lnaulatton(Optional):Ono or more layers or oombinallon of that following:Potytsooyat:urate,POTIAe,glass Aber 0MOCKI fiber,any(11101 noes. Met»brAno:Three or tour layers of'typo 01"Fllntolas"plyspool. ourfaolnat Gravel or slag. 4. gook:0-16132 111011ne.9 )Vapor Rotardor(Optlonal)1 Type 02"Olasbase"or UI.Clasel€ted vapor retarder. Insulation(Optlonal)1 One or more layoffs or combination of the followhig:Polylsooyanurata,porlite,glass Aberorwood liber. $sea Shoots Ona layer Typo 02"Oiasbaee Base Sheet". Ply sheatat wo layers Type 01"Ahliglas ply Shoat". Cap 8hoott one layor'lype 03"Fllntolas Cap stlo*V. 0. Do*NO 111011.1101912 Insulation(Optlonal):One or Wrote layers or oomblmttlon of the follovAng:Johns Menvilio"B I1GY 311, polyfsobyanurate, aline,glass Aberorwood owl,ally thlounsse. Base sheet:,Tvio layers Type 02"Olasbase Base$)tact"or tivo layers'typo 4'l Tt(nigias Ply Sheet'. Surfaoingl Type m3"Flintalas Cap Sheet". 40. DOW a--iif/tfs" Inoilne:1/2 'All oink blooketl. Insula on(Optional:One or more layers llotylsooyanurate,2 in.min,wood Aber,9 In,thin,pedile,314 In. lrlltl,glass Abet,iolle in.niln. Base Shoott TWO layers Type 02"Olasbaso Does Shoot"or two layers Type 01"Filn(glas Ealy Shear. Surfaoingt Typo G9"plrnlglas Oap Sheol". 11. Dookt 0-10132 incline; 3 Iflsulatton{Optigtlat)t Any thlokness,one or more layers or oambinallons(optional of"Hy-Thant AP", "14y I If m TAAfiRCO","Hy 'Herm COMpOSIT1;","Colo 7lternt""I 1.Y t so(linway-LOky',''TAI•Stat",wood liber otglass Aber,me0Itan1carly fastenatt or hol mopped. Baso shoo#: Type l d asphalt organio felt,or"Olasabaso#sass Shoot",nailed or hot mopped, Ply shoots: MIn lhrse(}lies lyfle 1i3 llertoratsd aspitalt organte fait,"Fllntolas Typo VI Premium Ply Shoot", "pihltolas'Iype 1.vPtysheoC`, of mopped. surraoing. Gravel or eta*, 92. Do* NO Inclines 2 Inatllatton(O ttonal): Any lhtok:lose,alto or mors layers oroombinalions(optional}of"Hy-Therm AP", "I ty-fhorm'f"xl!RED","Hy.Tlierm COMPOSITE',"Colo Therm","f IY-Too(E!tteroyl.Oig',vtood#ibor or glass Aber,msohantoalty fastened or hot mopped. Base shoots Typo 02.1161asshase Base sheal",Typo 01"Fllntgtas Type VI premium Ply Shool"or "plhtlgiasTypo 1V Ply sheet". Ply 8hoott Min one,ply Type 01,"f iltttalas Type VI Proligum Ply Sheet"or"Fllntolas Typs IV fatly Sliest", hot mopped. surraoltig: Type 43 oap spool,"Flbltelas Cop$heal",hot tnoppett. Claso B 4. lloott:0-113132 lnollnol 112 a Katie Shostt Tyro layam Type 913"All WeatherlBmplro Base Shoof`. Surtaolllg:Typo 03"Fllntolas Cap Shoal". 2, DooRs01W2 •0* '': :141101314 : .`• Vapor kotarder(Optloft:TypA(g vapor rstarder. hteulation(Opl)onal):OA#Wjggo lgtletr sorgbllaa ft of this following:Polylsooyanurate,perllto,gla$s flber .orwood Abor. Dave shoot:Otto layer Type 02"alasbaso Date Shoot''. Ply Shoots:Ono(ayeraypp ill T11*109 fSy Shoot"•... . . : ctlo?.gflRUa3ent�tttt�e'L�s�irs:�tesMos . .. • . . • . • . • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • t MIAMI-DE MIAMIDADECOUNTY 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 NOTICA OF ACCEPTANCE MOA} a�vw.niiumldade.gov/economy Birdview Skylights d,b,a,Guy E.Bird Enterprises LTD 201 Longhorn Road tort Worth,TX 76179 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The dooumentation 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 tight 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 wilt hour the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their Jurisdiction. RLR reserves the right to revoke this acceptance, if It is determined by Miami-Dade County Product Control Section that this product or material falls to meet the requirements of the applicable building code. This produot Is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polyearbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No.DADE608.1,model"6SF»DADS",sheets 1&2 of 2,prepared by Birdview Skylights dated February 05,2008,signed and sealed by Vipin N.Tolat,P.L.,on February 22,2012, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large&Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufaotuteas name or logo,city,state and the following statement,"Naml-Dade County Product Control Approved",tutless otherwise noted herein and the dome shall be ptoporly marked by OE Plastics. RENEWAL of this NOA shall be considered after a renewal application lies been Bled 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 art endorsement of any product,for sates,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 ofNOA. ADVERTISEM,NTs The NOA number preceded by the words Mlaml-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 inspectidwlt tyre jobs#eIt=ho inquest of the Building Official, This NOA renews NOA 012 1811.41 aft 1*418190PUiis page 1,evidence submitted pages E 1,R-2,&E-3 as well as approval document rnatttlowl"e%* : : ..' The submitted documentation was reviewed by HeImy A.Makar,P.E.,M.S. • •�TJtr : t,••' v- NOA No.13-0311-10 rt nC : : • V: •' . •'C • • Expiration Date: 01/02/1018 •.� i� i �.� �f?4j;�l��,�,/s Approval Dam 06/1312013 J/ Page 1 • •• •• • • • •• •• t � �irdvle�v Skvl#fxhts d.b.a.Guy R.B1r_d Entorprlses LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1103-0303.11 A. DRAWINGS 1. Drmping No.EB696,sheets 1 &1, model "6SFD UADE",prepared by Birdview Skylights, dated 07126100, with no revisions,signed and sealed by Y. N. Two,A.H. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-RADE Self Flushing AlurninurnlPolycarbonate Skylight';prepared by Miand Testing Laboratory, report No. K-49362 issued on 1191.10/96,signed and seated by D. G. Ober, P.., C. CALCULATIONS 1. Anchor Calculation,sheets 2 through 5, dated 08121196 and signed by D.A. Ter3villeger,PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-0718.02 issued to General Mechfic Company on 0910812000,expiring on 0710212003. 2 Extrusion drawings No. BVS XIO947 A&BYS 8554 by Tel Tower Extrusions, LTD for--Birdview Skylights. E. STATUMENTS 1. No change letter issued by Birdview Skylights, on 0811012000 and signed by K Bird, 1. No change letter issued by Birdview Skylights on 02111103 and signed by G, E Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 08-0611.09 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-FADE '; sheets I &2 of 2,prepared by Bledview Skylights dated February 05, 2008, signed and sealed by V'ipin N Tolat, P.E.,on Ady 08, 2008 U. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Un for rn Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing AlurninumlPolycarbonate Skylight". prepared by American Test Lab of South Florida, report No, 0331.0108, dated 0512312008, signed and sealed by W1111am R. Mehner;P.E. and Hemy Hattem,P.E. •• ••• •• • • • •• HeLff A.fdakar,P.E.,M.S. Product Control Unit Supervisor ... ... ... NOA No.13-0311.10 i i i i•• • • i i Expiration Date: 07/02/2018 •• • . . . . . .• • Approval Date: 06/13/2013 . .. . ... . . . . ... . . ... . . . ... . . Birdvfeiv Skylights d.b.a.Guy E.Bird Euterurlses LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Q C. CALCULATIONS 1. Anchor Calculation,sheets 1 through 3 of 3,dated 0610912008,signed and sealed by Vipin X Tolat,l?E. D. QUALITY ASSURANCE 1. By Ulan-Dade County Building Code Contpliance Offlee. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER.PREVIOUS APPROVAL#11-081.1.88 A. DRAWINGS 1. Drawing No. DADE6081, model "6SP DADE ". sheets I &2 of 2,prepared by Birdview SiVights dated February OS, 2008, revised on February 22, 2012, signed and sealed by Yipin Ili: Tolat,P.E., on February 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By.Miami Dade County Department of Permitting, Environment and Regulatory .0airs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW E'VIDENCE SUBMITTED A. DRAWINGS 1. Draining No. DADE608.1, model "6ST DADE. streets 1 & 2 of 2,prepared by Birdview Skylights dated February OS, 2008, revised on February 22, 2012, signed and seared by Kpin N. Tolaf, P.E., on February 22,2012. .. ... . . . . . .. •• ••• •• .Ho&f .mnkar,P.E.,M,S, Product Control Unit Supervisor • ••• ... ... NUA No.13.0311.10 :.. •' Expiration Date: 0710212018 ApprovalDate., 06/1312013 . .. . . . . . . . .•. . . . • ... . . . .. .. . • • .. .. .•. . • . •.. . . Birdview Skvl ghfs, d.b.a.Gmv E.Bird EntMHM LTD NOTICE OF ACCEPTANCE: EVIDENCE' SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. * None. D. QUALITY ASSURANCE 1. By Mland-Dade County Department of Regulatory and Econondo Resources E. MATERIAL CERTIFICATIONS 1. None. • •. • • • ••• • tf t • K% ..: • • • &y AA Makar,PA,M.S. .. ... .. . . . .. Product Control Unit Supervisor NOA No.13-0311.10 • ••• ••• ••• &aplration Date: 07/0211018 • • ••• Approval bate. 06113/1/ 013 .. • . . . • . . . .. -3 ... . . . . ... . . . • • • . • • • . . . . . . . . • • •• •• • • • •• •• ••• • • • ••• • • OUTER POLYCARBOMTSDONS((BI.F.I XXLIO01SMWIMMAICROFANSL)WTMM 2.373° T� DOMPOLYCAVMNATBDOME((ML XMM40RSBMMDMATQ MO <;?).1O0°TACCX #10 X I° W1TI3NEOPR'M WASHBRLOCATED 3 7184 ISO""" ) 4aJ FROMR&CEICORNERAND7t/rONCE�RTHEREAP�R 1 ( .125"MMALUMININ A=X60ZTs) SPAN'4°MIN GJL SIL1CONS,ADEMMSEAL(SCS 1000) 1 so. CONTINUOUS 10I64SANTOPREMRUBBMGAUW#I409 CONDATTEAM02S°WEHOW LOCA • •• #IOX3/8"SSE WEMILOCATED 3 718°FROM EACH CORNER • AND 7112"MAX ON CMIMTMPAFM ••• •• • • • • • • •. i•i••i NOTE:This dolor beasadfor adwaaaAarslgsts .096"II7CI:AMORM M CURB FRAMING 6063-TS} 6904 •• •••• •• •• as brS astboloagide does wAaad 105114-1ohdthost inside •• •• •••i i••i•• door aot=ced 80 I14"and mulampmm do notmeod ALL ALMMU14TDBD ALLOYRS • •• •• •• • 70 e••• posivc 60 JaegatIve 80 psE aadtotals Oofepottia$dbnoasioa • ��• •••• does sot axeeed50.87S square foot ROOFDE=C.AND SUPPORT(D>:S MW BY OrSMS) ••• H 60 SHBG ALNOTES01 • ••.••• &oma t�o�7bCwg(p� emp6mrcetdo17_ 7 LE 4X 1"PANHEADLAG SCRLW 3718° ••• •• •• • •••••• INWonDWao p OM EA( CORNF MAX ON C2i1TER • • • • t l2°.WiPL{MIlH.ROOFDF.CK • • • •• • •• ••• •• •••• ••• i Axb roa4rt p"j - PM MTRATION OF 7/9m.3A �✓ ROOF MASTIC MAXIM ROOF OPENING D>MION 744 X99" ALLUNITS BQUALTOORL=T 50.875 Std Ft i ROOFT)SM I3(�71/2"d97U2" 3T (M.) (ByOmm 14 SCREWS LS _ 3 718"(TYP) TOTAL SO SCREWS RSCIRI3 RA ING AT LOCATIONS VlP X TOLAT POSTflVL+60psf NEGATIVE 84psf 80IJ4" FAMNER LAYOUT 1087114-1®72 u2" A,B&CFORTI•IISSKYLIGRT. IS123 MR190.61 EKLAl� LS-LONG SME IISCREWSSS FOROTHFtSMALLBRS S g� 77068 SS^SHORT SIDE PROVIDEFASTMMRS @71/2" LARGE MISSILE IMFACf RESISTANT , ON CENTER EACH SIDE inta»nI itav�aD I--1051144 j a ad a•�OfN�° BMDVMW 8KYLl ffrStI THiS SKYLI aRW.ALWOT&S aDBA ofGay B Bird Empism Ltd GHT COMPLIES WPl1I IrBC20IO 1 RD.PT.wORTHT)L76179 2.44��hgM IMUMDISTANCBFROMAN=LIPTOROOMSURFAdSFORSII ME PAM R17-2",246& ATE -S»08 FOR�OOMAAT�TH34 (�A�TDTHE IISSULAMON IMCKNESS TO TH84 �e e.1 •l(�z((2. MMMT 1 oF2 r r I j • : • � C.' '� ' .oro PSC^'.;...` �- • • ••i• i• •• �,�* - � .�" '} ��Fi',�i�^"='ice t�c.'"fott� •••••• $m"�dirso Code • :• • • 470 "" a�, o7ae a a �� 0000*: 09 71 3p By ••••• • ••i • ;i •• 94) 1 •�a1 • • sR •• _ ••••• X75: of • •• s• •• r •• •• `•. ; � � 't73 f^...i ice'-3'+�5 �� e13 v3PlltA ZQL�7 t OTtS: L-M [YP ALL TM&aCCQ7 AS NOT 90 Mrxo'''l 2.y WAY, sty CMW.ltS nx .05 R. I UrrW VfGYY�7i\IL7\TTl[S S J �•�.rrw• ... .. ••� _,,,r.M..'..�7 J Y/tffisw • Vrnr..ltw,•w�r 70s19t+RAR+tR6PYNs17C>8775 'W ••••�• ,"",'•• �'• •••••»"•• •• •••••••• Z,e .tkI `d:FW SKY[ (CsT:ri s ..Q47 w2?•s78 j MOIDEJ.a"« Cy2lfi� +d• `•�LI CiC. Jj!t lam+ 1t3 Y0 « n say 0mwxws .1 .�y i Lors 1 a x Ut F T F ... _ . No • �t r tars„ • -I - L . ""scnii irs" . _ : �tn:'��' `gyp � • `l-rJOiittft*r�,, BROWARD COUNTY BOARD OF RULES AND APPEALS OA*North University orwo Sutra 3500•4 2010 VBC FORMAL Plantation,Florida 33324 Phoac 954-76S-4500 INTER ETATI Pax:954 765-4504 mwAbroward orgtcodeoppeats DATE: Sopteinber 44,2012 012yotin,tArembers TO; All BullldingOfficials Air.Abbas FT.Zaclula,CST FROM: James DlPictro ' Chair Adininistrative Director Air.Ron Barr SURMCT: Retrofit aMindoltis,Doatx,Garage Doors,Shuttela and Skyllghis V r.John r FaMutato, FISC existing Building,Alteration Level Y htr. oke Rooting Contractor hits.Shalanda.Giles Nelson, (ieoetal Contractor At its meeting of September 13,2012 the Board approved an interpretation of Retrofit of Air.Gary Llz%voig,P.L+ Windows,Doors,Garage Doors,Shutters and Skylights,for detached one and two family Structural Engineer dwellings, and multiple single family dwellings,townhouses with common roof height Mr.RicbardSMlth, G30 feet. htastaPlumber Air.Je tYayLucas Flrasert4caProfasslonal 1. Window or door buck Inspections are not required. The buck shall comply with Air.Allan iC%d*i:'.L. Section 1714.5.4.2 specifically, unless otherwise tested, buck shall extend beyond the Llectricatlithghteer interior face of the window or doorframe,such that full support of the fiatno is provided. Atr.GteggWAnile, Atechanitat Contractor xwneth13.wymy 2. A Florida Professional Engineer or Architect may modify the buck or fasteners as Representative Disabled Community specified in a Notice of Acceptance. Sucit modification must be documented with a Air.JotM SIMS, signed and sealed letter or drawing AiasterRiceirician Mnlayahechier, Consumer Advocate 3. To obtain the required design pressure for a specific opening at a specific site,an Air.Henty 7Jlunan,N.L. individual must utilize one of the following and submit documentation as indicated. Atechante d Lngineer 241Z AlretM%lloard A1eMbers a) A site-specific plait (signed and sealed) by a Florida Professional Engineer or Architect,indicating the location of all retro openings and the required design pressures. Air.8Town Fetter,?.P- Mechanical b) A site-specific plan (not seated) Indicating the location of all retro openings Ge Alberto bactordez, accompanied a worst case design pressure.chart(signed and scaled prepared h a t3encrat Contactor 1p b3` lO p ( g )p l Y Atr.DaaiellAMAeb,F.L. Florida P.L.or Architect. StucIMI]Rngtneer Assistant ChierleffAioml,CFO c) A site-specific plan (not sealed) Indicating the location of ail openings and Fir.David indicating the required design pressures based on the Droward Count Fenestration Mr.David Rico,Fes. � g p Y 8lecidcat 8osineer VoluntatyWind Load Chart.(see attached chart). TDA MasterPlumber 4. Buildings with a h(height)>30 feet or more shall have a alto-speciffe design(signed Ata.DaviterEl itinso, and sealed)by a Florida Professional Bnghreer or Architect,indicating tho location of all AtasterBleetdeiau Air.winiam Plot, retro openings and the required design pressures for each opening. Roothhgcontsador Air.Donald Zimmer,ATA NOM Generic charts,graphs alone,etc.are not acceptable for buildings above 30 feet. Architect Board Attorney •• •P-"fbB SE:[?®SrAT YOUR PRPMT COUNTER""*RU00ltwhh0,purl. • •• • • • • ••i • Board Administrath eDleector ••• ••• ••• •••Af i;tkvl )ate:September 14,2012 JarnesDiFTetto Esrast.emao 1973-- ••• •.• : ••� ••: •••Page I of 2 ••i F116,• i00 •i •• • •• i i ercuutuattNF«m9 kaoetraadorottettVt 6 Raro`.valupdueaoe • • • • • • • • ••• • • i • Or • • i r • i i•i i i • i • •• •• • • • •• •• ••• • • • ••• • •