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RF-16-506 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253504 Permit Number: RF-2-16-506 Scheduled Inspection Date: March 18,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: SCHOOL INC,MIAMI COUNTRY DAY Work Classification: Repair Roof Job Address:10653 NE 6 Avenue Miami Shores,FL 33138- Phone Number (305)759-2843 Parcel Number 1122310120010 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: (954)981-7663 Building Department Comments ROOF REPAIR FLAT&TILE COLOR WHITE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 17,2016 For Inspections please call: (305)762-4949 Page 13 of 28 r Phone 954-784-2941 ederal 800-848-1919 4&TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33M fed-eng.com Dated: Tuesday, March 15, 2016 Order Number 16-PBR-170 Paul Bange Roofing,Inc, 7000 S.W.21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test-Repair Area Proposed Roof: Hall Residence Permit No.: RF216506 10653 NE 6th Avenue 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 Cale High Velocity Hurricane Zone on March 14, 2016 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the repair area only of the residence at the above referenced project. The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 18 uplift tests on the roof tiles in the repair areas only. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200.All test results were found to be in compliance with TAS-106 and the Florida Building 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 LeBlarl6, P.L Federal Engineering&Testing,Inc. Florida Rep.No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 c QED) MU4M {. Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation A N - -- -- } �1"g 4- f - Q.19 i = - -- - tb I T 11 i '+ i I — F-- __J — - *All dimensions are approximate* 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. Hall Residence Test: TAS-106 Tile Uplift Test- Repair Area Project Address: 10653 NE 6th Avenue (Test location sketch is not to scale) Miami Shores, FL 33138 3f 3 jlk Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 " r .. 4 xpir E ation: 0812812016 Project Address Parcel Number Applicant 10653 NE 6 Avenue 1122310120010 Miami Shores, FL 33138- Block: Lot: 1 &2 MIAMI COUNTRY DAY SCHOOL Owner Information Address Phone Celt MIAMI COUNTRY DAY SCHOOL INC 601 NE 107 ST (305)759-2843 MIAMI FL 33161-7165 Contractor(s) Phone Cell Phone Valuation: $ 11,000.00 PAUL.BANGE ROOFING,INC. (954)981-7663 �--- - - Total Sq Feet: 3349 Type of Work:Repair Available Inspections: Additional Info:ROOF REPAIR FLAT 3 TILE COLOR WHITE Inspection Type: Classification:Commercial Roof Repair Scanning:4 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Arnt Due CCF $6,6p DBPR Fee Invoice# RF-2-16-58798 $4.95 03/01/2016 Check#:2307 $319.50 $50.00 DCA Fee $4.95 Education Surcharge $2.20 02/24/2016 Check#:2267 $50.00 $0.00 Permit Fee-Repairs $330.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $369.50 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 FID IT: I certthat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio oning. Futherm e,I authorize the above-named contractor to do the work stated. March 01,2016 A orfied Signatu .Owner / Applicant / Contractor / Agent Date Building Department Copy March 01,2016 1 s (1P e o Miami Shores VillageZEE7 a�III6� � �r�r� �t10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 SOC 201/ BUILDING Faster Permit No./?w PERMIT APPLICATION Sub Permit No. F-1131.111-DING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL [PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS r-1 CHANGE OF ❑CANCELLATION ❑ SHOP ,A�ll� f� Vl�/ CONTRACTOR DRAWINGS JOB ADDRESS: /0 /V 53 � venme. �p City Miami Shores County: Miami Dade Zip:9-3-A Folio/Parcel#: //AA31 •-01ol-001 Is the Building Historically Designated:Yes NO _ Occupancy Type: ad: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): %klhl / un&j / J-5h-AOOI Phone#:, W,'�- S-9 43y3 Address:&o/ Ne /O 7 c51 City: '/ Aanl State: FL. zip: 33/(/ Tenant/Lessee Name: Phone#: Email:dalah u( r-*AL. mAm i 60unlYy day. oq CONTRACTOR:Company Name: It aq-t 7006 to Phone#: g5ti►- 9 /�-3 Address: 7= i' �&rp City: QCV10- n State: & Qualifier Name: P./ �Llifl� ll'22t��s Phone#: State Certification or Registration#:X33 01 Certificate of Competency#: 0XX 33&4) DESIGNER:Architect/Engineer: Phone#: Address: z ity: State: Zip: and Value of Work for this Permit:$ Square/Linear Footage of Work: ` Type of Work: ❑ Addition ❑ Alteration ❑ NNew epair Replace ❑ Demolition Description of Work: 'ROOIF &1404i r —f��f -ii,Q Specify color of color thru tile: ti1hi�-e Submittal Fee$ CYPermit Fee$ r S CCF$ CO/CC$ A Scanning Fee$ - CK3 Radon Fee$ 4 -9�; DBPR$"4• Notary$ 10 Technology Fee$ 9 ) Training/Education Fee$ 'a �o Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$2j'9 6 (Revised02/24/2014) s Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signat NER or AGENT CONTRA O The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of Piro aQ 120_110 ,by day of 20 by who i ersonally kno to 7'n'W:P"'6JI o i ersonall kn me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: OTARY PUBLIC: .� 1018{868 86 a I�RTA o�\e�1�•(iy BORgp�®,e My CwmL �NW 15.2018 MISSIONF,jA F0 ws '• C 0 FF 142867 Irint: gn 9�; Si '•, a .• a Print ✓'0 f4t> Seal: Seal: 114 11 APPROVED BY ad flans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t 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, C� e F4, 4Worn Christopher Bellows, President Phis 84+' d ( Of Reb 0) . Board of Trustees Miami Country Day School, Inc. r o;s• ••� {,pt8 DE LA tglERTA + NMry Pdit.Sate of FWW oCa+��cr2r d� a � CWAL E Nw 18.20' C FF 142687 PM / CAA �lUc ))C- 601 601 Northeast 107 Street I Miami,Florida 33161 1 305.759.2843 1 Fax 305.759.4871 1 www.miamicountryday.org Every Student.Every Day. 7000 SW 21u PLACE +n-„-p �nu�e STATE CERT.CC C033691 DAVIE,FL 33317 �"! i ""� LICENSED AND INSURED N.BROW:(954)588-ROOF(7663) 'Q..,.j�yn , S.BROW:(954)981-ROOF(7663) =`�Q"'� Fax:(954)964-ROOF(7663) ��Oa Pro osal a Cl ub PROPOSAL SUBMITTED TO DATE 02/07/2016 PHONE: (305)613-6451(office) "Aw Miami Country School—Sommers Hall "ONAME Miami Country Day School contact:Mike Caban STREET 10653 N.E.6D'Avenue STREET 10653 N.E.Wh Avenue 1-305-206-1761 cny Miami Shores I STATE Florida I STP 33138 cr"Miami Shores STATE Florida aP 33138 We hereby submit specification and estimate for Will repair the roof over the four affected areas 4"plumbling stack,l4'wall flashing,field leak and removal of 2"plumbing stack,field leak over kitchen,by: 1) Removing tiles in the affected area. 2) Removing damaged felt,rotten wood and flashing as necessary. 3) Replace rotten wood as necessary. 4) Install self-adhered base sheet. 5) Install flashing as necessary. 6) Install modified repair. 7) Seal repair transition using a three course roof system consisting of an asphalt saturated membrane between two layers of roof cement. 8) Granulate exposed mastic for ultra violate protection. 9) Install tile using an approved adhesive. pW-permitteas. dollars( ) Method of Payment: to be made as follows: No Deposit:To be paid In full day of completion Cash,Check,Credit Card(No Amex.) NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER:Paul Bange Rooting Inc hereby proposed to furnish the above labor and materials In accordance with the above specificatimm A deposit of 811M 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 Barge Roofing inc.warrants workmanship for a period of one year on all repairs,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.AM 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,tomado,vandahm,and other casualty losses. Paul Bange Roofing,Inc.will exerdse 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 Bange Rooting 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 Name John Kenney ACCEPTANCE OF PROPOSAL The above prices,s ns and conditions are satisfactory and are hereby accepted.You are authorized to do the wo specified.Payment will be made as outlined above.This s tie of a contract when signed and accepted.I have read and agree to the terms d conditions as stated above. Signature q �� , , ACCEPTED PRINT NAME Date JOB#154834 2/.1p54/.2-.t:.0�1.,6 Property Search Application -Miami-Dade CountyOFFICEFR Summary Report Generated On:2/15/2016 Property InformationQ�, Folio: 11-2231-012-0010 A' 10653 NE 6 AVE Property Address: Miami Shores,FL 33138-2051 - 1 FISC Owner MIAMI COUNTRY DAY SCHOOL INC 1pig- Mailing Address 601 NE 107 ST i MIAMI, FL 33161-7165 Primary Zone 1100 SGL FAMILY-2301-2500 SQ t 7241 EDUCATIONAL/SCIENTIFIC- Primary Land Use ;., EX:EDUCATIONAL-PRIVATE Beds/Baths/Half 0/0/0 Floors 1 Living Units 0 Actual Area 8,864 Sq.Ft i Living Area 8,864 Sq.Ft 2 Adjusted Area 7,746 Sq.Ft Lot Size 28,581 Sq.Ft Taxable Value Information Year Built 1940 2015 2014 2013 County Assessment Information Exemption Value $1,053,698 $957,908 $937,041 Year 2015 2014 2013 Taxable Value $0 $0 $0 Land Value $667,681 $383,366 $383,366 School Board Building Value $536,844 $523,201 $529,443 Exemption Value $1,255,332 $957,908 $964,683 XF Value $50,807 $51,341 $51,874 Taxable Value $0 $0 $0 Market Value $1,255,332 $957,908 $964,683 City Assessed Value $1,053,698 $957,908 $937,041 Exemption Value $1,053,698 $957,908 $937,041 Taxable Value $0 $0 $0 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $1,053,698 $957,908 $937,041 Non-Homestead Assessment $201,634 $27,642 Taxable Value $0 $0 $0 Cap Reduction Educational Exemption $1,053,698 $957,908 $937,041 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). 01/01/1991 1 $81,800 14944-2137 1 Other disqualified Short Legal Description GOLF VIEW EST CORR PL PB 41-58 LOTS 1 &2 LOT SIZE 190.540 X 150 OR 14944-2127-25 0191 6 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: Miami bhores Village •••• nml" 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: 0.2 0S 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: A610i Property Address: 10&,1-3 A/ Inye Roofing Permit Number: Dear Building Offici•I: I certify that I am not required to retrofit the roof to wall connections of my building because: 04e just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. �fffe building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) GARY T.BUTT / CHIEF OPERATING OF FICER MIAMI COUNTRY DAY SCHOOL,INC. 601 NE 107TH STREET Signature Print Name MIAMI,FL 33161 State of Florida County of Dade The undersigned,being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of (� IAM 8 DE LA WERTA Notary Public,Sate of Florida at Larg r N -$we of raw E Nov 1S.2018 • C Ss[on/"142887 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300, 0`t and ths Wildina waq rmt nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on U21/2009 z :y '`n _ • �• M .. ..fit . •". • 0 • i I f • E r ! t r R f: • s R 1 f ��rlifwi��w�rr�wr![Kiriwr�i�l�r�fw�rM�wf� i !�r�r+�l�rl+r!!Mwllr wMimiwwwf�'��''sii "�r'��" ri�" ' ri Irbil J f! ! w! fl!! ■ ■M ! ■ w fft 1 llEiflrw- � �lfiw w�i !M w ! � ��l� w ��ww �l�I � it f�i11was �eell Maiw w G !■ �r�r �fa�rw�ix rw�i ! fiifrflw!llf�rf�fwiKi>Nofrl ! w !Cwl ,f inrl lwflfClrw R Mflw! ■ ! w ■ ■ w! !ww !w M! ! wrr�rlfrr<!!r� ww lriw�rwwr !w! �rI�r �r �fw�rw■ l�i�'�f■ � _ w ! r�rrR ! K K • ;t Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form For Mo:invat based the systems,choose either Method 1 or 2.Compared the values forMrwhh thevalues from Mf-.Utbe Mt values are greater than or equal to the Mr V41104 for each area of the roof,then the file attachment method Is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" (Pit x x Ajay—"1naf g q —Mgt' NOA H af,J tPi:.ia�S. L.:�,.E _� 31 .:Mg; ,art Q z xoAMt� ��• (p'at'h 1 Y,21 Mg.' ' 0 8 b NOA Mt Method 2"Simplffled Tile Calculation Per Table Below" Required Moment of Resletance(Mr)From Table Below U,at--- NOA 1*� Mr Required Moment Reelstanae* ltcw Roof 8bpe eIght 2V 30' 40` 30 4Z2 .0 NA N.3 012- WA inv _ .9 *Must be used In conjunction with a list of moment based tale systems endorsed by the Broward County Board of Rales and Appeals. For Uplift.based the systems use Method S.Compared the values for F'with the values for I,If tie F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment midbod is acceptable. Method 3"Uplift Based Tile Caiculatlans Per RAS 127" —1v: x cost. Fri: NOAF_ {Ps: z I: x cos O. R Frp: NOA F' _= Frs; NOA F 'Where to Obtain Information Descriodon Symbol . Where to find gauges 9 or or RAS , an on ARM7 Mean Roo H rob Site 105K NOA meat OA AUadMn=ReAftw I& OA caaaawed • • • • • • Areffi HOA no width onsmaat fo at ofee 000 • • • • •••• • • • • •• • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 v Florida Building Code 5th Edition{201#} High Velocity Hurricane Zane Uniform Permit Application Form Roof-system manufacturer: Y Y Notice of Acceptance Number:la.4�' . r mriinjuin Deslgn Wind Pressures,If Applicable(From RAS 127 or Calculations): P9: P2: P3: maximum Design Pressure From the NOA S eclfia S stem : Method of title attachment: 5�+�®a Slor�cd �t�Qf Sys�escrip ion took Type: pe Undedaymon#: ftof Slope: nsulatibn: i~Ire S or. R1dge Ventilation? astaner Typo&Spacing: dheslve Type pe Cap get: ev I oof covering: Mean Roof Helght. • • A 4Y I Type . . . ... . . . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAM v •� "Delivering Excellence Every Day" MIANII-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. War 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane e 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. 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). F3. Common roofs: Common roofs are those which have no visible delineation between neighboring tse. 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. Use 5. Ponding water: The current roof system and/or deck of the building may not drain well and may ater to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 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&at ft to*t4a&V jhai1 not be reduced. •• ••• • .. ... .. . . . .. Owner's/Agent's Signature: , Da1a Contractor's Signature: ' Per> t N mSer: ; • Property Address: . ... . .. .. . . . .. .. ... . . . ... . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition(2014) 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 Low Slope Application A,B,C 1,2,3,4$ ,6,7 Prescriptive BUR RAS 150 A,B,C 4,5,6,7 Asphaltic Shin les A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D I 1,2,4,5,6,7 thsr c� 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 Specific 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 : : 0: 5. Municipal Permit Application •• •••:• ••• • • • • • • • • • •• 6. Owners Notification for Roofing Considerations(Reroofing Only) • ••• • ••• ••. • 7. Any Required Roof Testing/Calculation Documeatalon: i•• •• •• : : • • • • FLORIDA BUILDING CODE 5th Edition (2014)—BUILDING •: : : : : •: : :5.91 • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • • 2/15/2016 Property Search Application-Miami-Dade County r ��>># OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/15/2016 191-1 Property Information tQ• g Folio: 11-2231-012-0010 I d := t Property Address: 10653 NE 6 AVE - � Miami Shores,FL 33138-2051 Owner MIAMI COUNTRY DAY SCHOOL INC `, Mailing Address 601 NE 107 ST MIAMI, FL 33161-7165 ) Primary Zone 1100 SGL FAMILY-2301-2500 SQ r' Primary Land Use 7241 EDUCATIONAL/SCIENTIFIC- EX:EDUCATIONAL-PRIVATE Beds/Baths/Half 0/0/0 Floors 1 Living Units 0 Actual Area 8,864 Sq.Ft Living Area 8,864 Sq.Ft Adjusted Area 7,746 Sq.Ft Lot Size 28,581 Sq.Ft Taxable Value Information Year Built 1940 2015 2014 2013 County Assessment Information Exemption Value 1 $1,053,698 $957,908 $937,041 Year 2015 2014 2013 Taxable Value $0 $0 $0 Land Value $667,681 $383,366 $383,366 School Board Building Value $536,844 $523,201 $529,443 Exemption Value $1,255,332 $957,908 $964,683 XF Value $50,807 $51,341 $51,874 Taxable Value $0 $0 $0 Market Value 1 $1,255,332 $957,908 $964,683 City Assessed Value 1 $1,053,698 $957,908 $937,041 Exemption Value $1,053,698 $957,908 $937,041 Taxable Value $0 $0 $0 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $1,053,698 $957,908 $937,041 Non-Homestead Assessment Cap Reduction $201,634 $27,642 Taxable Value $0 $0 $0 Educational Exemption $1,053,698 $957,908,$937,041 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). 01/01/1991 1 $81,800 14944-2137 1 Other disqualified Short Legal Description .. ... . . . . . .. GOLF VIEW EST CORR PL PB 41-58 • • • • • • • • • LOTS 1 &2 • •• • • • • ••• • LOT SIZE 190.540 X 150 •• ••• •• • • • •• OR 14944-2127-25 0191 6 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflPict the cost cur�nt inforrn6tion or:Rc9rd*The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.rr"nidAe.gev/Oifc#digclaimer.asp • • Version: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mi {' A3IAi1T1-DADk:COUNTY • I.'RODUCP CONTROL SLC ION T1EP. !iMNIENT OF PERAIITrING,FNN'1110liki1ENT,AND=G11LATORY AFPAT118(11W-) 11805$NY 26 Simt,Room 208 Mianri,Florida 33175 2474 _ T10ARD Ai�13 CODE AD,IIINISTnATiOI\DIS ISIOlY T(786)315-2590 F(786)315-2S99 NOTICE OF ACCI�PTANCE(NOA) �ti��ti'In nmfdads gotilnoi�+ E agle'Roofing Products LLC 1875 East C.R.470 Sunitert�ille,Fi.33S85 • SCOPE: T1his NOA is being issued under'the applicable rules and regulations governing the use of construction lnaterlals.The docutuentation submitted leas been reviewed and accepted by Miaml-Bade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurtsdlctiotl(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Main!Dade County)and/or the AHJ(in areas other than Mianli 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,tile Inanufactuher 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. PHRA reserves the tight to revoke this acceptanee,ifit is determined by Miatttl-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:Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Nagle,Golden Eagle Low Profile Concrete Tiles LABELING:Each unit shall bear a permanent label with the manufacturer's name.or logo,city,state and following statement:"Miattti-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. T19RWITNATION 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 ofthis NOA as all 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. ,Aw RTISEMENT: 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 Irl its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors find shall be available for inspection at the joh site at the request of rile Building Official. This revises NOA-4 11-0321.02 and consists of pages l through 10. •• • . .. • . . . •.. • The submitted documentation was reviewed by Alex.Tigera. •• 99: • • i i •• lVQJ,No.M043p.04 �StaM pR o �l • • L-Vlraoft Datq;'10f V16 'A§p$svgl Butt J10292•• • 0 • page 18?10 I ROOFING ASSIDABLX APPROVAL Category: Roofing Sub Category: Roofing Tiles Material., Concrete 1. SCOPE. This approves a new roofing system using"Lore Profile Concrete Tile"as manufactured by?Cagle Roofing Products LLC In Suniterville,FL and described in Section.2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values Iisted in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT D)KSCMPTION: uufaetured 1iy Test Product i Tl of Dimensions- gjiecifications Deserliitlarr Bel Air Concrete Tile L=17" TAS 112 plat profile concrete roof tile equipped with two W=12 A" nail holes. For adliesive set,direct deck or Thickness=%a" battened nail-on applications. Bel Air Double Eagle L=17" TAS 11.2 Flat profile concrete roof tile equipped-wlth two Concrete Tile W=12 y" nail holes. For adhesive set,direct deck or Thickness='la" battened naiton applications. Ponderosa Concrete Tile L=17" TAS 112 Flat profile concrete roof tile with state flnish W=12 s/" equipped with two nail holes, For adhesive set, Thickness=Ve direct deck or battened nail-on applications. Ponderosa Double Eagle L=17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W=121/x" equipped with two nail holes. For adhesive set, Thickness—YV direct deck or battened nail-on applications, Golden Eagle Concrete L=17' TAS 112 Flat profile concrete roof tile brushed finish Tile W=MU" equipped,,vitl1 two nail holes. Por adhesive set, Thickness=%' direct deck or battened nali-on applications, 'T'rim Pieces 1=varies TAS 112 Accessory trim,el0y roof pieces for use at hips, w=varies rakes,ridges and valley terminations, varying thickness Manufactured for each tile profile. .. ... . . . . . .. . .. • . . . ••• . .. ... .. . • . .. • ••• • M&Noi 12-0430.04 IAW a uri ;Fgiirs tion Dat��I01�5►16 + •• • • • valila4et OtT412 Asim° ..' :' • '•' tale 100 10 2.1 EVT1)BNCE SUBMITTER: Test Agoucv Test Id ntlfler Test. iuneIR—on l Date.,. }MPF-001-02-01 TAS 112 Aug.2006 PRT Asp}rait Tecluroiagies , Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix IIT TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix endix III IAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix I1 TAS 108(Nail-011) 'stance Test!n ofsere�v vs. Sept. 1993 Redland Technologies P0402 Withdrawal Rest g smooth shank nails Letter Dated Aug. 1, Wind Tu niel Testing Aug. 1994 Redland Technologiesaii-On 1994 TAS 108(l`I ) Redland Tec}mo}ogies P09647-01 Wind'runnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applled 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101(Mortar Set) The Center for Applied 25-7094-(2,S,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 h S 25-7183• tat b Static Uplift Testing Feb. 1995 The Center for Applied � } Ltnglneer}ng,Inc. TAS 102 The Center for Applied 25-7214-(1,5,&$) Static Uplift Testing March,1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,file. TAS 102 The Center for Applied 25-7496-(l &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 x_7504-6 Static Uplift Testing Sep. 1996 The Center for Applied Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec.1998 Service 520111.4 TAS 101 in 520191-1 Static Uplift Testing March 1999 Cetotex Corporation Testing Service TAS I01 i i lier Se .2006 Walker Engineering,Inc. Calculations Aerodynamic Mtt t p p 1Vaiker Eugineerin ,Tie, Calculations Restoring Moments Due to Gravity Sep .2006 - .. ... . . . . . .. •• ••• •• • • • •• . ••. 1Yp�1 No.::2.0430,01 =IXTY •: :. ` •AVi4al Dittat'�014t�042112 •• • • Mage e4f o • • • • • • . • • • • • • • • • • • • •• •• • • • •• •• 3. LIm ffATIONS: 3.1 Fire classification Is not part of this acceptance. 3,2 For niortaibr 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 retail'tile se vices of a Mian'i-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to tite Building Code Compliance of rice for review. 3.4 Mininum-underlayment shall be In compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot shopped underlayment applications may be Installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTAU A.TION 4.1 Eagte Roofing Products LLC Bel Air,Bel Air Double Eagle,Ponderosa,Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles and Its components shall be Installed In strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight{W}and Dimensions(1 x w) Tile Profile Welght--W(Ibf) Length4(ft) Width w(ft) Bel Air,Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa,Golden Eagle, Ponderosa Double Eagle Plat Tile Table 2: Aerodynamic Multipliers-A{ft} Tile Profile A(ft} A{ft} Batten A lieation Direct Deck Appllcatlon Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa,Golden Eagle, Ponderosa Double Ea le Plat The . .. . . . . ... . . ••• • QQ No.:!12tld30.04 �a canter : : �.1gt =@1')) e�WOW •• • • •A�IIl+0YA1 HAfea 08;2=t2 • •• v • • ,• •e p � ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 3: Restoring Moments due to gravity-Mg(ft4bf) Tile 3":12" V:12" 5";"12" 611:12" Greater than Profile 7":12" Bel Air,Bei Air Battens Dtract Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Dern Dock Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.68 7.22 7.44 7.06 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4; Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Nall-on Systems Tile Fastener Type Wrect Deck Direct Deck Battens Profile (min 16132" plywood) (min. 19132" plywood) Bel Air,Bel 210d Ring Shank Nails 34.9 38.1 17.2 Air Double 1-10d.Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nall Ponderosa, 210d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1#8 Screw 30.8 30.8 18.2 Ponderosa 2 48 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Plat Shank Nab Field Clip) Tile 1-10d Smooth or Screw 18.0 18.0 22.1 Shank Nail Eave Cll 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-40d Smooth or Screw 31.8 31.8 32.2 Shank Nails we Cil 2-10d Rln Shank Nails 50.3 65.6 48.3 1. installation with a 4Ptile headiap and fasterners are located a min.of 2'/"from head of We. .. ... . . . . . .. . .. . . . . ••• . .. ... .. . . . .. ••• • NPANo.:Ljg430j04 Datet�POtk6 •i i• ApPrgvaj WI OS/$5f�$221K •• • • • Pages 000 • •• •• • • • •• •• ••• • • • ••• • • Table 6: Attachment Resistance Expressed as a Moment Mr(ft-14f) F. for Two Patty Adhesive Set Systems Tile Tile Application Pfile Minimum Attachment Profile Resistance wr- Bel Air,Bel Air Double Eagle, Adhesive 31.3 Ponderosa,Golden Eagle, Ponderosa Double Ea le Flat Tile 1 See manufactures component approval for Installation r ufrements. 2 FleAble Products Company TileBond Average weight per patty 13.9 grams. M 3 2-Com pent Foam Roof Tlie Adhesive AH-160 Averane wet ht per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment«Mt(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3M 2-Component f=oam Roof Tile Adhesive AH-180 118.9 ponderosa,Golden Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 .40.4 Ponderosa Double Eagle Flat Tile 3 lar a adqdy nlacement of 45 rams of Poi ProT"t. 4 Medium add lacemept of 24 rams of l of raT"!. Table 7:Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air,Bel Air Double Eagle,ponderosa,Golden Mortar Set 43.9 Ea le Ponderosa Double Eagle Flat Tile 6 Tile--Tice Roof'file Mortar. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... ... ... NOA No.t12-0430.04 MI bD DECO :•• • •• mpfratfon Date,10105116 •: :. : Approval Datet 08/02/12 •• • • • • • Page 6 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturees name or logo (See Detail Below),or following statenient;"Miami-Dade County Product Control Approved". IND EAGLE, FLORID.A. BL,L AIR,B1.I,AIR D011 .E rAGLE,PONDEROSA,GOLDEN RAGLE,PONDEROSA DOUBLE DAGT;9 G`ONCRI;rB RUO.0`1 rLE LABEL,SUArMIXVILLE PLANT (LOCATED ON UNDER8WE1 Or rIL'E) 6. BUILDING PERMIT R>;QUIR mFNTS: 6.1 Application for building perm€t 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 fitorder to properly evaluate the installation of this system. .. ... . . . . . .. .. . . . . ... . .. ... .. . . . .. ... . ... ... NOA No.t12-0430.04 Mta HC : : : :.. .• .• : : Bxpiratlon Aatet 10105/16 •i i• • • i i • • i • i i Approval.Date- 08/02112 •• • • Pago 7 of 10 ... . . . . ... . . . . . . • . . . . . . .. .. . . . .. .. ... . . . ... . . PROFiLr.,DRAwiNG P ,.a 12% 4 Rm Am r r .. ... . . . . . .. • RA AllDbt�[tr�b�Ll� .. ... .. . . . .. • ..• • •.• .•• . NOA No.a12-0430<04 ppo :•• •• Expiration Date:10105116 #+1171] •• • • • • . • • • . •• • • • • • • Approval Dato= 08/02112 • • Page 8 of 10 PONDEROSA Aff V-1 iy 12W a'1• at•� PONDEROSA DOUBLE EAGLE •• ••• • • • • • •• • • •• • • • • ••• • •• ••• •• • • • •• ... . ... ... . NOA No.:12-0430.04 Expiration Date,10105/16 •• • • • • • • • • • Approval Dafen 08102/12 • •• • • • • • • • •• • • • • • Pago 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• s I ;dtiet GOLDEN EAGLE END OF THIS ACCEPTANCE .. . . . % • •.. ... •.• NOA No.;12-0430.04 AD9CGU i i i i.• •• •• i i Expiratlon Date:10105/16 •• • • • • • • • • • Approval Dates 08/02112 ••• �• : •0• •.• •0 • page 10 of 10 MIAMI, NHAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRON►[ENT,AND REGULATORY AFFAIRS(PERA) 11805 S%v 26 Street,Room 208 BOARD AND CODE ARMNISTRATION DIVISION Mang,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.mianddade.eaytuera Owens Corning One Owens CorningParlovay Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 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:Weatherlocl&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. This renews NOA#09-0908.06 and consistsof pejes1:1190tZ U: •. The submitted documentation was reviewo&gyAAX%Fgeta• : : •.• • •• • • • • • • • •• ' • • • • NOA No.: 12-0309.03 ML ivaul:eo Expiration Date: 07/31/17 ••• • • • • ••r • • Approval Date: 07/05/12 :•: : : : Page 1 of 3 • •• •• • • • •• •• ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Snecificatlon Description Weatherlock* 36"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 umderlayinent in sloped roof assemblies. A lANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Aaenev Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-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. NEI-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 Declt 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 11 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 Weatherlocko Specialty Tile&Metal Underlayment with a minimum 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 applied. Vertical strappinfIfftht3-obf3QltNoalierltiok®Specialty Tile&Metal Underlayment is acceptable. •• • • • ••• • .. ...• ... ..•• . ..• •. . Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Apph¢ltic Shjnglc;�jembl res. • . . • . . ..• :• •.• •.• '.' NOA No.: 12-0309.03 WIAMiOaaecouNrr Expiration Date: 07/31/17 ,..., ,NEW ••• • • ••• Approval Date: 07/05/I2 • . Page 2 of 3 . .. .. • . . .. .. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock'Specialty Tile&Metal underlayment shall be applied to a smooth, clean and dry.surface with deck free of irregularities. 4. Weatherlock Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock Specialty Tile&Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater titan 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. Weatherlock® 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 the Notice of Acceptance. If Weatherlock Specialty Tile&Metal underlayment is not listed,a request may be made to the Authority Having Jurisdiction(A-UJ) 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, chimucys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock Specialty Tile&Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade CourltyPredugt folttrolvApplawd" or the Miami-Dade County Product Control Seal as shown below. •• •i ••i i i i•i •• MN�Wjmraofflw►�aom►na comm END Ot THIS $.0 • 4PT0kV% . . . ... . . . . .. . . . . . . . . . . .. . . . . . •• • • . . NOA No.: 12-0309.03 M awoacot rY Expiration Date; 07/31/17 ... . . •.• Approval Date: 07/05/12 • • • Page 3 of 3 MIAM MIAatI-DADS COUNTY 0012 PRODUCT CONTROL SECTION DEPARThIMIT OF PERSIrITING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Strcet,Room 208 HOARD AND CODE ADIMIN1STRATION D117SION Mianti,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) �»tit�.ntlamidade.Qo.rtcra 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 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 acid 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: 3MT"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-Bade 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 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 jab 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 documentation was reviewed by Aldo Upwa. . . . .. . .. . . . . ... . NOA No.: 12-0228.18 • ••• • ••• ••• • Expiration Date:05/10/17 M1Atra®LINTY • • • • • • • • Approval Date:05/10/12 • • • ••• • • • • pI •: :• • • : : • • : • : : Page 1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Mate»als: 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 APPLICANT: Product Dimensions Test Product Description Specifications 3MT"u 2-Component Foam NIA TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 NIA Dispensing Equipment ProPack®30 R 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pronerty 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 LbsJFe Moisture Vapor Transmission ASTM E 96 3.1 Perin/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158T., 100%Humidity,2 •• ••• . . weeks, . .. Closed Cell Content AST94 D 28Z 004 . .. . . . . ... . •• ••• •• • • • •• NOA No.: 12-0228.18 • •.• • ••• ••• • Expiration Date:05/10/17 MlAMMADE COUNTYi •• •• • Approval Date:05/10/12 "l •• • • • • • • • • • Page2af7 00• •• • 000 • • • • Note: The physical properties listed above are presenter)as typical aveh'age 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 E108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 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 pail of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M"'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,JONN',&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of 14ANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 I F'= NIS . •• . . . . ••• . .. ... .. . . . .. NOA No.: 12-0228.18 ' . •.. . 000 ••• • Expiratlon Date:05/10/17 ' .41 14T-y i i i i•• •0 • i i Approval Date:05/10/12 "� ► •• • • • • • • • • • Page 3 of 7 • • • • • • • • • • 0*0 • •• •• • • • •• •• INSTALLATION: 1. 3MTbr 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly leaving a current NOA that lists uplift resistance values with the use of 3MTni 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTDr 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with tine Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTzA 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 tile assembly NOA. 3. 3MT111 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 3MW 2-Component Foam Roof Tile Adhesive A14- 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 the as determined at calibration. No other settings shall be approved. 6. 3MTr1 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MT"r 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MT"'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Plaeenient 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.(grams) Flat,Low,High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 I7/side on cap and 34/ an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low High Profiles 1 43 8 .. ... . . • . . .. • .. • . . . ••• . .. ... .• . . . .. NOA No.: 12-0228.18 • ••• • ••• ••• Expiration Date:05/10/17 MTfa®LINTY i i i i•• •• •• i i Approval Datta:05/10/12 •• • • • • • • • • • Page 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• LABELING: All 3MT1112-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Oficial or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Hat Uwugh pusUe"mot P {Benaaorige; WeU Onugh plasUo cement /,,,,�Paddy{otneath7Te) UndeAayme+tt z Undedaysnen! fOin. • :r•::;. 10 21 FavaCWne ' • Fascia EaroCoas> Fascia Wseptele two**. Eaveearseoay EAVeetme Eavalkaore K"Padhmeappros. Kaepedl Mappla Ddpedge 41n.upftanwaep}sshs 41n.uptromweepf�es 77aU0wughplastkeemont PadMtoM1h7gel I)Piece samhaQlreslvetoachieve 17to23 °t UndeUaymant Square M*$InCWWctwllhthe Padte eep11IMapp eafts 17at Va"holasUoeemerd 2)TumoomupsMe do m PWeeadhestva U2 In. To}IrL FNM whweedge of Over We. 71"Intel ftft o Undider"nt lot.. 2Im { o EaRCarsa _ Ea�rocloswe Ra EMCOV,T W0V up Fasda ofU�o Sheat coumecwft pandlarmstweaavaeeeendof Perot JA Wr pang covert8asam '• JA IhishatarreEne. edgesef5la Eatirodosuce wee a Fanta$ •• {manarsfawn} NOA No.: 12-0228.18 • ••. • ••• ••• • Expiration Date:05/10/17 t1NTY Mwr1F1)AOECO : : : .. .• .' : : Approval Date:05/10/12 •: :• : : • : • : : Page 5 oF7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement paddy(Beneath 7110) Hail through plaidc cement paddyleeneath TOO) UndefWanl ° . Undedaymm�t z 71n. hL ° 71n. EaYeCowse ° e FWD Fasda 1V0ephole EayeCourse Eatreclosure tldpedge Want" Han through plasgo cement paddy(Beneath We) Undedayment 4, e EaveClosure EavaWs$ Fasde NOA No.: 12-0228.18 • •.• • •.• ••• • Expiration Date:05/10/17 MUAMI•DADE COUNTYl •♦ •• •• i i Ap�roval Date:05/10/12 J .. e •• • . • • • . • • . • •• • • • • • • • Page b of 7 ••• • • • •• ••• • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Han through plastic cement paddy Nall through plastic cement Single paddy under tits (between via) Undedayment Single paddy between Ole paddy 21n.x7ln.medium (under Ute) site paddy save courseonly _r_iy p in.x3In. Sin. undue J .s SILx 3In. r: 41n. 21n. _= le paddy on 2 in. d In. ;f �� on under. pad' Iayment under. tayment Single I? a course on top off life Weph* im Single paddy in.X 7(n.medtum % Course IEsvadasure on top of tits she paddyeave Ddpedge Fasda course only Hail through plastic cement Single padStatile pad under His between qt :r 11rhx 31n. 41n. Single paddy ` anundedayment 2 ° Slagle paddy fiveclosure on top of the 2 to x 7In.medium F�she paddy eave course only BMW"END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.: 12-0228.18 • ••• • ••• ••• • Expiration Date:05/10/17 MIAMI-DADE COU •• •• •• Approvni Date.05110112 G� •i i• • • i i • • i a i i Page 7of7