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RF-16-138 i Miami shores V Items Building Department 10050 N.E.2nd Avenue " Miami Shores, Florida 33138 "IOR ► Tet: (305)795.2204 Fax: (305)756.8972 RE: Permit# �iCI' f l� ` DATE: INSPECTION AFFIDAVIT I ?,It)l BA�4-91 licensed as a(n)Contractor/Engineer/Architect, (ftnt nam and k UCEW Trac) FS 468 Building Inspector License#: (O`l 1 On or about OP Af � /7 , l�G� , 1 did personally inspect the roof deck nailing work at argo !V/G t�na1e��s�endd�s) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F-S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. eiSworn to and subscribed before me this / day SHARp/!! Notary Public,Sate of Florida at La S�`�`l;.•o �tss�oN•?�q9�' W",2, S 7f • ;'d'�•21' `Gewat, ,R 1.or Roft Contractors or any kxNvktual ceaw under4%F.S.to make an ledude pho>og� •® dwm v • ' pwM #wW address#dearly shown marked on d,e deck for each kopedon •r � s9`•°3y�0�dihtu �Q@1 o �N'rrnnrmaknorxna ��',/�®��(STAT o0�ea�`® y+ ~ Phone 954-784-2941 ederal 800-848-1919 8 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com Dated: Thursday, March 10,2016 Order Number 16-PBR-161 Paul Bangs Roofing,Inc, 7000 S.W.21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof:Orell Residence Permit No.: RFI-16-138 422 NE 93rd 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 March 9, 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 Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3.5/12. Our field engineer visited the site and conducted 93 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 -5 Corner See Attached Diagram 35 t 5 Pounds Passed 6-57 Perimeter See Attached Diagram 35#5 Pounds Passed 58-83 Field See Attached Diagram 35 t 5 Pounds Passed 84-93 Hip/Ride I See Attached Diagram 35 t 5 Pounds I Passed All test results were found to be In compliance with TAS-106 and the Florida g0ft 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. .�/oo©G Federal Engineering&Testing,Inc. Florida Reg.No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 • M®U • (3 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation ya , A N 4S s Q 2S �6 Z3 2Q 30 31 32 33 Z4 6 41 4'3 IK Wk 49 sl 63 56 II b� i 5� q Of6S t 3 86 bl334 I el g3 ID ?b' 59 1'b 20 � K7. 41y�10 � 8R r13 10' r1. 2 9Z 1 I 4 +isi 50 SZ 34 36 R i5 1!3 A Zo U - 7Z 23 a=0.1(w)= 0.1(58')=5.8' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions=6.0' Comer Area: 180 S.F. = 5 tests Perimeter Area: 1356 S.F. = 52 tests Fled Area: 3664 S.F. = 26 tests Ridge Caps: 188 = 10 tests *All dimensions are approximate* Total Tests Performed. = 93 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: Orell Residence Test: TAS-106 Tile Uplift Test Project Address: 422 NE 93rd Street (Test location sketch is not to scale) Miami Shores, FL 33138 File- Job Address N E 01 �}+r-GtL Permit# RE I-_16- 13`7 y�7 3 Complete the re-nailing afflydavit and provide two copies signed and notarized. .Cone 1 19 p Post in the permit package at first inspection Re-Nailing Affidavit lama Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor,Y,Roofmg Contractor or structural discipline under FS468. Person certified in the p , went of table 201.1 e satisfied the requirement I hereby certify that the exi g or s tel fasteners have eq d roun 6" .c.max.) } -,7 C) iffier' ature Date ` °®1yi6o4[E6df;ASB mt Certifier's Name a`�J;•�,�ssiory •.•O •�,, kph 8.2 pF! Sw r'bed before me this Q day of _ 20 QX l s erso known t me or produced e °oq % Seal •.•;�ucu� . <� otary PuState of Florida{signature e Secondary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit g � I am a Florida Professional Engineer, _Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. I hereby certify that the secondary water barrier has been installed and inspected by me personally it requirements of FBC 2004 and the Hurricane Mitigation complies with all retlu g requirements. Certifier's Signature Date Print Certifier's Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced ID Seal Notary Public,State of Florida(signature) Miami Shores Village " 10050 N.E.2nd Avenue NE M x • • Miami Shores,FL 33138-0000 + z i Phone: (305)795-2204 Expiration: 0?!17/2016 Project Address Parcel Number Applicant 422 NE 93 Street 1132060140211 SHAWN AND MELANIE ORELL Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SHAWN AND MELANIE ORELL 422 NE 93 Street MIAMI SHORES FL 33138- 422 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 35,649.00 Valuation: PAUL BANGE ROOFING,INC. (954)981-7663 Total Sq Feet: 51.14 Type of Work:Re Roof Available Inspections: Additional Info:REROOF-TILE Inspection Type: Classification:Residential Up Lift Report Scanning:5 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-16-68373 CCF $21.60 01/19/2016 Check#:2062 $830.10 $0.00 DBPR Fee $3.75 DCA Fee $3.75 Bond*2960 Education Surcharge $7.20 Permit Fee-New Roof $250.00 Scanning Fee $15.00 Technology Fee $28.80 Total: $830.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info s accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abo tractor to do the work stated. January 19,2016 Authorized Signature:Owner / Appl' nt / Contractor / nt Date Building Department Copy January 19,2016 1 w Miami Shores Village Building Department g zoos 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ( �{ BUILDING Master Permit No.SF 16 ` l-3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS r___j CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L12-3, N F C 66 ,. .2V' City Miami Shores County: Miami Dade Zip: ' Folio/Parcel#: )I" 3 20 to - O 1-A - 0 Z1\ Is the Building Historically Designated:Yes NO. Occupancy O.Occupancy Type: Sr-IJ Load: Construction Type: voc�C Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):SJ�u.we-� K f7 r e.I i Phone#: 3L1 G g- 7 (no�� Address: y1 Z'2 N t- q-b �Fr4 2�• City: O'f1*M t p 1h p r-(_`j State: o.*t w Zip: 737 13 T Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: n..3 w.-e. e- 20y Phone#:Q> )--7 Address: '_1_000 S LQ -2-1 (til C&C-q- City: 7�-_>•-Ai\iv State: Zip: 7'-1.) �S Qualifier Name: Phone#: State Certification or Registration.#: C<SC ertificate of Competency#: DESIGNER:Architect/Engineer: Y Phone#: Address City: —State: Zip`: Value of Work for this Permit:$ ��� �o`4 G Square/Linear Footage of Work: �� . l y Type of Work: ❑ JAddition L_' Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:,!R,Q_v'merr— 713-9,, Specify color of color thru tile: Submittal Fee$ Permit Fee$ 0�� CCF$ °a co/ccs Scanning Fee$ `� `9� Radon Fee$ '3 •_9 t) DBoP�R,$-�3- Notary$_(V Technology Fee$ a CJ Training/Education Fee$ Double Fee$rr����.rr�� Structural Reviews$ Bond$ Eflo �h� TOTAL FEE NOW DUE$ S �� (Rev1sed02/24/2014) az�o 4 ` 0 lending Company's Name of 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 th n of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instrume�i�ras acknowledged before me this The foregoing instrument was acknowledged before me this day of i 20 l by ��day of 20 (A by ma s personally known to w ersonally know me or who has produced I,/ A !� as me r who as prodd as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ign: ri-✓L es Print: +'"✓ w+ ZJ oil Seal: '°�'� EBORRO r>aiSeal: SION ••w3ON0%��c`�ry i• of p p a°• ME ITNU °J � �Z #E6a 0 Plans Examiner ; °�.� •��� Zoning �P;'�'r�j,,,,°�ei••j°°�<(;'et°�� la�ai oi�ii i .% Structural Review Clerk `(Revised02/24/2014) � Village Miamishores Building Department 10050 N.E.2nd Avenue Lam- vim Miami Shores, Florida 33138 R Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT 1 licensed as a(n)Contractor/Engineer I Architect, (Print name and circle License Type) FS 468 Building Inspector License M On or about , I did personally inspect the roof deck nailing_ acannd, (Date&time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned,being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large 'General,Building,Residential,or Roofing contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5121!2009 5t!0 Miami shores Village 3111 nu. Building Department 10050 N.E.2nd Avenue 7kr� 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: I— to— Zu l to 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:S%—c---r-"% t" Property Address: _y 2'L i\) 15' Ot--S &3 v-ceJ Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my b 'Iding 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) nature Pdnt Name 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 ..0- SsrON •.� 0 d' Notary Public,Sate of Florida Large 40 �ch 8, • When the just valuation of the stru r purpose of ad valorem taxa' n is equal to or more than$300,000.00,and the building was not • vii r a 1 • SFBC.Then you must provide a building application m a eneral Contractor for the Roof to Wall all, Hurricane Mitigation. ���y+o• �,�� Revised on 5/21/2009 A®��8811�POB 1i1�,a�®®e 1/6/2,016 Property Search Application-Miami-Dade County raisr OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 1/6/2016 Property Information a Folio: 11-3206-014-0211 Property Address: 422 NE 93 ST Miami Shores,FL 33138-2842 Owner SHAWN K ORELL MELANIE F ORELL 422 NE 93 ST Mailing Address MIAMI SHORES,FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,910 Sq.Ft Living Area 2,833 Sq.Ft Adjusted Area 3,372 Sq.Ft Taxable Value Information Lot Size 12,800 Sq.Ft 2015 2014 2013 Year Built 1970 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Taxable Value $418,817 $415,097 $408;224 Year 2015 2014 2013 School Board Land Value $307,196 $268,922 $237,699 Exemption Value $25,000 $25,000 $25,000 Building Value $246,426 $241,958 $243,863 Taxable Value $443,817 $440,097 $433,224 XF Value $27,651 $27,885 $28,120 City Market Value $581,273 $538,765 $509,682 Exemption Value $50,000 $50,000 $50,000 Assessed Value $468,817 $465,097 $458,224 Taxable Value $418,817 3415,0971 $408,224 Benefits Information Regional Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $418,817 $415,097 $408,224 Save Our Homes Cap Assessment Reduction $112,456 $73,668 $51,458 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 OR Note:Not all benefits area applicable to all Taxable Values i.e.County,School Previous PP � y Sale Price Book- Qualification Description Board,City,Regional). Page 11/19/2009 $540,000 27108 Qual by exam of deed Short Legal Description 4696 MIAMI SHORES SEC 2 PB 10-37 26802- LOTS 9&10 BLK 50 02/04/2009 $100 0682 Affiliated parties LOT SIZE 100.000 X 128 15156- OR 15156-174 0891 1 08/01/1991 $180,000 0174 Sales which are qualified 02/01/1991 $0 14952- Sales which are disqualified as a result of 1214 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: - DAVIE:954-792-ROOF(7663) 'P � � STATE CERT.CC C033691 N.BROW'964-566-ROOF(7663) .s•'�•'.1 LICENSED AND INSURED S.BROW:954981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) • Member of 1-877-981-ROOF(7663) Better Business Bureau PROPOSAL SUBMITTED TO DATE a_�_ PHOTOS,• NAME �AJOB NAME q LVAre STREET o�09 93rd STREET CITY i ST TE ZIP CITY STATE ZIP 1 ✓'r' d We hereby submit specification and estimate for P EP.WORK FIBERGLASS�MODIFIED 1 Remove existing roof to a clears workable surface and ❑ Install# base sheet as per code. dispose of debris. ❑ Install plys of ply IV figerglass felt. Replace rotten sheathing at$ 100 per foot�p L3 Install in.save drip metal. (Plywood replaced by square ft)/00' �c�t� Ll Install mineral surface crap sheet di stall smell nowInd flashing to all plumbing vent stacks. U Install new 26 gauge 16"galvanized metal to all METAL valleys and Mot L) Install# fire barrier. ❑ Exposed Exposed 0-14+16 ❑ Install under layment Type of roof to be removed( Ti G ® ). ❑ Install save drip metal. ❑ Install metal roof. SHINGLES Xnetall ❑ Install# base sheet #30" /y1 base sheet. ❑ Insall In.save drip metal. Install 3��3ry QC In.save drip metal. ❑ Install figerglass fungus resistant shingles. �nstalt T L)• the underlayment ,❑[Mfg. Color I� Install&�* the set InL M. IYI Repairs Price- 1 erP4' 72Wems , Sc ti et v� a`t Sia cd� a r`14:L :be dtfal�T F_,Q2t Quctli ieS Ir a `eta- -nmG W Ln,aNA-q wI4 gc,7-,,ye- 0-ye 'kes d Gam CIC)b w4wher t-p a9'9S a itfe i i�� We herby propose to hrroish[aper materia complete in asonlance with the above specltiSath ms for the sem of `✓e T�1orlSanC� Sf ` e. aouars(��Co4F- j payment to be made as followws: b S . Te, fart 1^01 METHOD OF PAYMF_NT ASH,(i{7eG�,GfC48 i+ cart! Amex) NOTE TO BUYER,GENERALOR OWNER:PW Bangs Rooting Inc,hereby PMPase to fmidsh the above Taber and material in accordance with the above to beminden$_C completion of tire job. 1113011and the balance as work progresses in direct logo to wank complete!. In fullWARRANTY TO ORIGINAL OWNER:Pau!Bangs Reeling ire,warrards w orltma mhip for a Period of 17—i J E yams,but reserves the fight to aaparvlse or bsIrect ell work stibseponfly performed by other parties to the root for a reasonable fee.Wifindtrw supervision or bjaction,all warrantim are null epi void.Warranty 18 transferable to now owner upon written APPticatien(MMedto WUNQ amt Payment of 10%of contract Price.Werremy is contingent upon job paymentIn full.Ali materials furnished will be as Wicilled and work Is to be cmn*ted in a worlananlike Meurer according to standard Paoticas.Any alteration or deviation from above specillcatimns will become an wino charge over and above the estimate of labor and usual costs of our agreement. Paid Bange Roofing,Inc.will ereroiae reasonable care when performing the work,but carat be held responsible in any manner ter damage to drkexays,swewalka,fog- am Ebbw.seeming,septic tanker,gutta s,pipes or cables,above or below gr=t L we will net be hew responslbte for water damage to the exterior or arta r of the pmemisse.CUST Nm IS URGED TO MER FURNITURE AND OTHERIMSE PROTECT THEIR PROPEHfY.We commit assume responoWly for any damages done to the roof by othertredesmen or Parties.Pool Bangs floating,ft cannot be held responsible for damage dere to any kanber by termite%ca enter ante,or any other wood boring Insects.Such wood will be replaced at an additional large. THiS CONTRACT IS SUBJECT TO OFRCE APPROVAL AullhorkedBignsture r ACCEPTANCE OF PROPOSAL The above Floss,specifications and c and doca are sedstactory and are hereby accepted.PaW Bangs Reeling,Inc,Is autiorimd to do the work as Vea Payment will be made as outibred above.This propose! the of ct when signed and accepted.!have read and agree to the tents and carWitiea es stated err the front and back of this contract. ACCEPTED $igrregme s ROOF ASSEMBLIES AidD ROOFTOP STRUCTURES SECTION 1625 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION I Florida Building Code 5th Edition(2014) High Volocity Hurricane Zone uniform Permit Application Form. 0000 • 0000 ••• •• • ••0 0 iNSTRUC`1'ION PAGE 0.00•• 00.00 0 •00.00 • • • 0.00 00• •• .COMPLE'TE'THE NECESSARY SECTIONS OF. •� COPYTHE UNIFORM ROOFING PERMIT .. .. .... ... . APPLICATION FORM AND ATTACH THE �••�•� • REQUIRED DOCUMENTS AS NOTED BELOW: � � �••••• � . Required Sections of the Attachments Required • • • Roof System •• • Permit Application Form Sea List Below 1 2016 Low Slope Application A,B,C 9,2,3,4,5,6,7 J A r Proscriptive BUR-RAS 160 A,8,C 4+5,617 Asphaltic Shingles A,B,D 1,2,4,6,6,7 Concrete o A,B,D,E 1,2,3,4,5,6,7 Metal Roofs. A,B,D 9,2,3,4,5,6,7 Wood Shingles and Shakes I AAD 1 1,2,4,6,6,7 Other I As Applicable I 1,2,3,4,6,6,7 ATTACHMENTS REQUIRED: W 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings W 3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS ® 128 ill Z > 0 p 4. Other Component of Product Approval a 6. Municipal Permit Application ` m Q G. Owners motification for Rooting Considerations(Reroofing Only) 7. 1 Any Required Roof Testing7Calcuiation Documentation FLORIDA BUILDING CODE ath Edition (2014)—BUILDING 0'31 i I i i v — I f i" � e a ■ 11i f 1 s.� ♦ f : + 1 TIE-. T-71 1 l t + i ': f f 1 •.., ` :.., /. t -,. : 1 1 1 t C 1 i t f . ■ ErE![[t![ Yr![[ R[ ■ r!! [Ef ■i=IRR IIEEl r [[ r[ [!! [ [ C[ li�lf I11E r[11E![i1I1ttR31lESrllMi� [! lltRR[![! IE[! ![ itr [ [ [[ ! !** [ [!Et E[i axr![ iiRlE rr[►[EirMirl � rM �EE[ 1lloi [sal tlErrri�ii rrrN�[ ! r[r!M r[[ 1!!M [ E % p ■ IR!! No it :: - on , will rtM 1E ME a [ ! �E r wilii gar rr------ KRun [ �G■loll [■ C 111la. i ! M 81 # �IEx ! !*�( ! �j lRj i ■[ EflEf r!!lMr _ Florida Building Code 5th Edition(2014) High-Veloclty Hurricane Zone Uniform Permit Appiication Form cctiOr� �Stctlp S�tiEt �d S � Roof-System Manufiacturers •• •• •• Notice of Acceptance Number; - ..:.. • tVii6ir6uiu Design Wind Prossuree,1tAppiiosbie{From RAS 127 or Qr Rallong}:• •• .. .. .. .. .. . .. .. p3: 't(�De'd • •• Maximum Design Pressure g :• ••: Brom the NDA$ ecitia S stem : •• •• • Method of the attachments Stew SLOW hoof SyStSM Qcscrip o a necitTypw. ype Undedaymon#: _ Ra�afSlape; /��� �L7 neuiatron: 42 Fire 8 r r, Ridgeventiiatian7 astenorTypo&Spacing: � �1 dhestva Type s Cap hoot: ��.✓ �J C'� • of Cuvodng: ��- =�� . Mean Roof Height: aC 'Type&Sixe Drip i~dgo: Florida Building Code Sth Edition(20 .•4) High-Velocity Hurricane Zone Uniform Permit Application Form 69910n E cella NuI Wat 1.0-00 For Moment based NO systems,choose elther Method 1 or 2.CompareH the values s... 'forMrwith thevalues from MI'.IfiheM:values are greater thea or etptal to the Mr •....' ... . values,for each area of the roof,thea the We attachment method is acceptable.•..' Method 1"Moment Based Tile Calculations Per RAS 127" ...;.. *see: : X�, d a—M$s' ='�'rrx NOA h4'c--- ", „ .... NOA MI0 00 40000 0000 -00 .. 0•0060000D Method 2"Simplified Tile Calculation Per Table Below" ....,l- • Required Moment of Reststance m v rom Tabie Below +�s 4 NOA Mt 4 • :00 . -. ..: • • 0 000 1fAr RBqulred Moment ASSIStanw •• • .••0 . • Roof HOTOM 1� 20' 2W 3W 4W. ttoof8tope 38 W22 _37A lu .6 *Must be used in conjunetton with a list of moment based tale systems endorsed by the Broward County Board of Rales and Appeals. For UpUft.based tde systems use Method S.Compared the values for F'wlth the values for F,.Tf the F,values are greater than or equal to the Fv vables,for each area of the roof,then the the attachment method is aeceptsMe. Method 3"UpU t Based TIIO Calot bdOns Per RAS 127" Fro% NOAF {f'2s :1:. ^�,.__: w:�+, _..)-•W: xcos8:___� Fn: NOA]P Fra: NOAF Where to Obtain information De�cri on S bol Where to find rressaoe or or RAS IN T—A Iar an aaalYsis on C>3 y man H rob Site Roof Oloiw g YOUSite 2. NOA mneas: to MIqOA Mr ICOA K F A Fr AM eTita NOA e wawtdtb oUMU-OU M500bSO Mal UMM RMORM 0 I I jOwner's Notification Form HVHZ 2010 I I I I "Ve13vedng F odlence Fveay Pay" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility-of the roofing contractor to provide the owner II p p p with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida.wilding Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as.part of the agreement between the owner and the contractor. The owner's initial in the designated:pat f indict atd-S that the-•:• item has been explained. •••••• :""' I.. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (Hi�,h Yeloci�y I�irricar�... • • *00*09 Zone)are for the purpose of providing that the roofing system meets the wind resistanctod td water intursionr•:•• l ••••• arl performance standards. Aesthetics (appearance)are not a consideration with respect tpewgz�m �lgp•jorovi1MY Aesthetic issues such as color or architectural appearance,that are not part of a zoning et dq should be addressed as part of the agreement between the owner and the contractor. •' ...:. 000000 2.Renailin wood decks: When replacing roofing,the existing wood roof deck lay ht%. be renailed in accordance with the current provisionsof Chapter 16 (High Velocity Hurricane Zones of he F lorid a 1 concealed prior to removing the existing roof system). Building Code. (The roof deck is usually p g g sY ) W(ie 3. Common roofs:: Common roofs are those which have no visible delineation between neighboring . . townhouses,condominiums, etc.). In buildings with common roofs,the roofing contractor and/or an be4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking c 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 Y maintaining pp this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may j 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 ondin conditions should be corrected. 6. Overflow scuppers : It is required that rainwater flow off so that the roof is not P1P (wall outlets) q overloaded from a build up g of water. Perimeter/ed e walls or other roof extensions may block this discharge if c overflow scuppers (wall outlets)are not provided. It may be necessary to install overflows uppers in accordance withAhe requirements of: Chapter 15 and 16 herein and the Florda Iuldng Code Plumbing. should have some ability to vent natural airflow throw the 7.Ventilation: Most roof structures sho ty through The existing interior of the structural assembly(the building itself). g amount of attic ventilation shall not be reduced. EzceptioiAttic spaces,designed by a Florida-licensed engineer or registered architect to eliminate venting shall not be uired. the attic venting,v g q Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: M&M• MIANI-DADR COUNTY MMEOW pRODUCT CONTROL SUCTION TnuILDINO AND NB101111ORHOOD COM PLIANCRl0 "ARTMUNT(ANC) 11845$NV 26 Street,Roont 208 BOARD AND r=B ADMINISTRATION DIVISION Miami,Platt&33175-2474 T(780)315-2590 M80315-2599 NOTICF OF ACCFrTANCE(NOA) .xtYti,►.,�,tsr�t�iRa..g4YJt�vu�iaar. )Gag Roofing products LLC •• 0 • 157SVast C.7<t,d70 •••••• :••••• 6060099 Sumte►wille,F]E,39g8g •••••• • sSCOPA.. the appiicable rules and regulations governing the use Of wits/' 084 tnate4aIv•0 09: • This NOA is being issued under The doeutnentation submitted has been reviewed and accepted by Miami-Dade County HNC»P10400t ContrQ'1• ••• Section to be used int Miami Dade Coliilty and other areas where allowed by the AuthorityHaing (AM. • This NOA shall not be valid aftor the expiration date stated below.The Miannl»))ade County l?roltuof Contrgl'•;• • Section(Sn Miami Dade County)and/or the AM(in areas other that.Miami Dade County)reserve the right• • to have this product or matotlal tested for quality assurance purposes. If this product or material falls to perform In the nooepted manner,the manufacturer velli lnour the expense of such testing and the AW nifty immediatoly rovoke;modify,or suspend the use of such product or materlal within their jurisdiction. HNC roserves the right to revoke this acceptance, if it: is determined by Miaml-Dado County product Control Section thatthIs product or matorlal fails to ineetthe requirements ofthe applicable building code. This product Is approve as escre ,ani s e tply with�izorlda� lding Code — including the High Veloolty Hurricane Zona of the plortdlBuilding Code. O=CRMION:Malibu Como/ets Tile LABELING"Bao,unit shall bear a permanent label with the matuifacturer'S Wine or logo,city,state and following statement:'Mianu Dade County Product Control Approved",unless otherwise noted herein. HWIRWAL of this NOA shall be considered after a renewal application has been filed and thoro has been no change itt the applicable building code negatively affecting the performance of this product. TFRMWA.TION of this NOA.will occur after the expiration date or if there has been a revision or eliange in the materials,use,and/or manufacture of the product or process.Misuse,of this NOA as an endorsement of tiny product,for sales,advertising or any other purposes shall automatically tormhnate this NOA,Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ,A DvF,RTIStIt,NT.The NOA number preceded by the words Mianil Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. if any portion of the MOA is displayed,then It shall be done in its entirety. INt pXi; '.CIONS A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be%vallable for Inspection attho,job site at the request of the�ullding Offiolal. This renews NOA 006-0526.09 and cousists of pagos l through 7. The submitted documentation was reviewed by Alex Tlgera, NOA No.:11-0321,01 Expiration Wei 10/05116 Bo Approval Date. 00/12/11i' ' Page t of 7 R00FINCY-ARSE,MBLx APPROVAL Roofing q�•Cateeox'yt RaofingTiles .... Ater'lal: : Concrete : 000 00:0 •• . • •• • • • • Soon, •00.00 •• •• This approves a system using Iragle Roofing Products Malibu Concrete Rad?9%0, as • :04.o manufactured by Engle.Roofing Proaltets LLC In Sumterville,FL.and describc44h 804flon 2: •.:• • of thisNotice of Aceep#anee. For locations where tiro pressure requirements,as defelli>Zned by• '. •• applicable Building Code dons not exceed the design pressure values obtained bye:�e��fations: 0 0. in compliance. vrlth RAS 127 using the values Opted in section 4 herein. Thi.�t nkmient caloulatlons shall be done as a moinent based system. • . f • • :00.00 } YT�yryt y��y y��(�y xT • • • 0 .o�Vt✓JI D.L'A7CAl.E1C/A.lol�s •• • 0000 :•• • . . • lti+>i'anuf etu�'cd by Test Pradtiet •• • A} A ►nenslo s tlonsr e.scxl!>tton Malibu Conorete Tile 1 tt 17" TAS 112 Low profile,interlocking,high pressure ` w-12 W, extrudod concrete roof the equipped with lz1 thick three nail holo and doable roll ribs, For direct deck or battened nail-on,mortar or adhaelve set applications. — - — Trim Pleas I varies TAS 112 Accessory trim,concrete roof pieces fox IV-varies use at hips,rakes;ridges and valley varying thickness terminations. Manufactured for each till profile. NOA No.:ii-0321.01 )Upiration Dater 10105/16 ![B a ApprovalDalm 05112/11 "q WOMEN Page 2ofI 2.1 AVIDENCIi SUMMED; 10 Ageno;� Testmonal iet� 'PestlsialtlelRe» PRI Constructioll Materl0a PRIO6178 TAS 112 08/23106 'fscllttolagles ' Redland Teohnologles' 7161-03 Static UpliftTes#ing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologles 7161-03 Wind Tunnel Testing Dac.1.991 Appendix 11 TAS 108(Nail-Q-A) Redland Technologles P0402 Withdralvs smooth shank ting of screw Sept.1993 nails 111c Center for Applied 94-060B TAS 101 static.Uplift l give}Set} March,1994 Engineering,Ino. Tile Coater for Applied 94-094 Static Uplift Testing May 1994 Engineering,Ino. TAS 101(Mortar Sot) Redland Tochnologles P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Sot) Redland Technologies fetter Datod Aug.1, Wind Tunnel Testing Aug.1994 1994 TAS 108(Nall-On) Professional Service 224.47099 Physical Properties Sept. 1994 industries,Inc. The Colter for Applied 25-7094-1 Static Uplift Testing Qot.1994 Engineering,lno. TAS 107 (4"Headlap,Nails,A1l'eotDeok,New • Construction)© Tile Center for Applied 254094 7 Statics Uplift Testing oot.1994 TAS 107 ...... Engineeting,Inc. (4"Hoadlep,Nails,Battens) ..•'•i 0000: •...•• • Tile Center for Applied 25-7094-4 StaHo UpliftTasting 009:00L I W•••• ••••�• pngineering,ltie. TAS 102 000000 • ••.••• (419 Headiap,Nails)Direct Deok, ••••• :000:6 • Roeover/Reroo#} •••• • ••••• Tile Centor for Applied project No.307025 Wind Driven Main ..'.pct 1994.:..' 0000.. Engineering,Inc. Test##A4DC 76 TAS 100 •• The Center for Applied 25-7183.1 Statto Uplift Testing F8b. 19 6 6;. •••••• Englttcaring,Inc. TAS 102 .'. •••• .. 0000 (2 Qulk Drive Screws,Direct Dook) • Tile Colter for Applied 25-7183-2 Static Uplift Testing Feb.1995 SYlginoering,Ino. TAS 102 (2 Qu)k--Drive Screws,flattens) NOA No.t11-032,1.01 Bxpirafton Aate:10tO5tt6 t rte► c n Approval Datet 48112111 Page 3 of 7 The Center for Applied 2S-7214-2 Static Uplift Testing Much, 1995 'Snnglaeering,Ina, 25-72146 TAS 102 • • (1 Quik-Drive Sorew,Dlreot))eck) (I Qttlk Drlvo Screw,Dattens) Celotex Corporation 52054-2-1 Static 1JpliflrTestinng Sep.1998 Testing Services 520109-:2 TAS 101 Dec. 1998 Walker Enginceritng,Inc. Evaluation Two Patty Adhesive Sot System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Idc. Evaluation 25-7094 February Calculations 1996 Walker Enginecring,Inc. Avaluation 257496 April 1996 Calculations • �iker Engineering,Inc. Evaluatlon 25 7584 Deoennbor W Calculations 254804b-8 1996 25-1804.4&5 25»7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multlpller Sep.2006 Walker Bnginneoring,Inc. Calculations Restoring moment Due to Gravity Sep.2006 3. L1WffAT1ON8-' 3j Fire alasslfioation Is not part of this acceptance, 3,2 Eor mortar or adhesive sat We applications,a statio Held Uplift test In accordance with TAS 1.06 may required,refer to applicable building code. 3,3 Applicantshall retain tho services of aUlami Dade County Certified Laboratory to perform quarterly test In accordance with TAS 11%appendix'A.Such tostinng shall be submitted to the Building Code Compliance Office for review. 3.4 M unn A lniut uuderl snent shall be in compliance fife applicableRoof Roofing pPligations ...• ... .. ay Standards listed section 4.1 herein, • 3.5 30/90 hot mopped underlayment applications may 13e Installed porpanclicular to thiquslopa;••• . unless stawl otherwise by tiro undorlayment material manufacturers published lllN040. 3.6 Tills acceptance is for wood deok applications. Minlnnum daok requirements t hath%in •••• compliance with applicable building code. •*0* **• .... ..... NOA Noah-0321.01 bM Expiratlon Date!10/05/16 �f Approval.Date: 05/12/11 Page 4 of 7 4. INSTALLATIOX 4,1 Rogte Roofing Produots LLC Malibu Cottorote Tile and its oonlponents shall be Installed in strlct compliRnoo-.yith Roofing Applicallon Standard RAS 1 18,RAS 119 and RAS 120. 4.2 Data For AttaciunentCaloulattons Table 1. Average Weight(W)and Dimensions 0 x W) Title profile welghf W(lot) i-enam- {ft} Width-w{ft} Malibu"file 0.6 9.497 1.04 Table 21. Aerndynamic Multi liers M X ft Tile .(ft) {#t3} Profile Batten Application Direct Dock A licativn Malibu Tile 0.305 4.282 Table 3. E#testoring Moments clue to Orarrlt -M ft-lbf Tile 31,02" 41'.12" 8":12" (30'12 7";12" or EProfilerester Malibu Tile Battens Direct Battens Direct Battens Direct Battens Dlreot Battenal Direct Deck I Deck Deck. peck Deck _IE7__ 0. 9 ----- - 'fable 4: Attachment Resistance Expressed as a Moment K Mi(ft-ibf) for Nall-On S stems Tile Fastener Type Direct Deck Direct beck Battens Profile (min 15132" (min.19132" 0000. plywood) plywood) • 0 00 0000 0 0000 Mallbu Tito 2-i Od RinaShank Nalls 27.8 37.4 2 .8 000000 0000 0 i-90d Smooth or Screw 818 49.8 Shank Nall 000000 ••••: . • 0000. . 2»•iOd Smooth or Screw im 2'i•n i •• •'• • . 0000.. . 0000.. Stank Nails 0000 • #8 Screw 211.8 28.8 -9 ••• 00 00. 00 00•••• 2#6 Screw 47.4 47.1 48,9 • 1-90d Smooth or Screw 24.3 24.3 •••'1 .2 •• 0000.... Shank Fall Field Clip). ••• 1.10d Smooth or 80row 19.0 10.0 .7,�.i • 0000.... Shank Fall Cane Cit •• •• • 2-90d Smooth or Screw 35.5 85.6 34.8 • Shank Nails Field Clip) 2-104 Smooth or Screw 3109 31.1 $2.2 Shank hails l=ave Clip) 21Cd Shank Falls 43.0 87.6 50.9 4 3nstallatto»LVTEi1 "tit9 heactia and isstor ers arg toca#sd a rayl.otm from hes of tile. • I�TQA l+to,:11-4321.01 Mpiratlon Dato:10105116 unc'� Approval Dale; 05112111 M�MZKI )<"Rge 5 of 7 Table d: Attachment(desistance Expressed as a Moment Mr(ftibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile R. sistanice e Malibu ale Adhosivo 28.'l 2 See manufactures comp(Menta ro a orinstatlation requirements. s1 h#Per patty I1.� rams. 8 p(exi�ie Products compar�y'rlisBond Averagevr g p c Y 9 Pof Dain Product Ina.Ayer a y el h#per pglt ti graw. Table 6: Attachment Resistance Expressed as a Moment•Mf(ft-lbf) for Single Patty Adhesive Set S stems Tile Tile Application Minimum Attachment Profile Resistance Malibu'tilePol foam Pu ProTt" t38•S'I poi foam Po Prolm 46.9 4 1.46 d laoement o ti rams of PoI Prpn% 6 Medium MOCIV DIRCOMOnt of 249VAMS of Pol Prow. Table 7:Attachment Resistance Expressed as a Moment-Mf(ftrlbf) for Mortar Set S $tems Tile Tilo Attachment Profile Application Resistance ---- — Matbu Tile - oar 5. LABBLING All tiles shall boar the ltnprint or idontirlable marking of the manufacturer`s name or logo (See Detait)jelotv)i or following statement:"Miami bade County Product Control Approved". •••••• . . .... ... . . ...... . ... . -EA 6- L,E-- ' a ...... . .. ... . .. .. .... ... . 0 FLORIDA :..... . . . ... . 0 0• . MALinuCoNcItBTERoOTTILBLABBL: sSUMTERVIILD,PLANT (LOCATED ONUAIbI MIDNOFTILE) NOA 09.111»001.01 MIAt _ �_ RxpiraftonDatet10105116 Approval Date. 0511?Jii Page 6 or7 �j. X3l1II.1}rKO PE lT REQY3MMENTS: 6.1 Application for building permit shall be accompanied by copies of tl'e fociovting; 6.1.1 this Notioo of Acceplanoe. 6.1.2 Any other doomients tequirod by building Offloial or Applioable building codes in order to properly evacuate IN installation of this 8yste113. �'3:�p�'I1G�DStAWINO . '•^l�f •� ;:.11�� �� • • 9999 •i• • �la� �' q�, •• • i•••i• • • � •• '•'�'+sr���y,� 9999.• • ••• • • 9999•• • :•• • •900 • • • 900• • ••• Y • 90.00• • 00 ••• • •• •• •009 ••• •60.0• 0 • MALIBU CONCRFTJR OOP nm • too*** ••• • • • • • goo to • •••• • AND Or,7[ IS ACCUPTANCA •..• NOA No.01.0321.41 Lxplratlou Wei 10105/16 Approval Date: 05112111 Pago 7 of 7 IA►If I MIAA114DADE COUNTS' e , PRODUCT CONTROL SECTION DEPARTNIENT OF PERMITIMG,ENV1RONitENT,AND REGULATOR V AFFAIRS(PEI RA) 11805 SSV 26 Street,Room 208 BOARD AND CODE AMMUSTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NO'T'ICE OF ACCEPTANCE (NOA) tivtnv niiamtdade.eovluera Owens Corning One Owens CarningParInvay Toledo,OR 43659 SCOPE: J 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 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 detennined 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 inch:ding_the High V-e o-c yHurricane Zono of the Florida Building Code.—.---- DESCRIPTION: ode.___DESCRIPTION:WeatherlocV Specialty Tile&Metal Underlaynnent 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. .so* RENEWAL of this NOA shall be considered after a renewal application has been bled and th%re hqs been ttQFj %e •...�. in the applicable building code negatively affecting the performance of this product. '00 0 : • • • . ...... . ...... TERMINATION of this NOA will occur after the expiation date or if there has been a revision t 6hange in the ;�...; materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsetfl8t2 Oany 4d�Ct, •••�• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to 010 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, Florila, Ing followed by the ....:. expiration date may be displayed in advertising literature. If any portion of the NOA is display,d, lii it slil+a��lie 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 consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0309.03 M—LAMI-OADE COUNWM Expiration Date: 07/31/17 Nam "' `NEW Approval Date: 07/05/12 Page I of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Underlayment Sub-Category:t Y g y Material: SBS TRADE NAMES OF FRUDUCTS�1�ANUFACTURED (1R LABELED 13Y APPLICANT: Test Product cripbels Product Dimension s Sp Des Specification Weaterlock 36 �+x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a h � Specialty Tile& 36 x 66.7rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric,for use as an underlaytnent in sloped roof assemblies. MA1VtJFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED. Test_A Agency Test Ide Te st Name/Re or Date Follow a Service .53=02 ' S Inc. R111610 p . . 0000 ...0.. Underwriters Laboratories, - 2 TAS 103 •• .02!28/02 al ... IRT-Ancon Inc. 02 ... 0000.. 0000.. TAS 103 • 04/01/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 0 0 0.0. 0000.. TAS 114 0000 0730/02 Inc. NEI-008-02-01 �) PRI Asphalt Technologies, PRI Construction Mat 07 Materials NEI-045-02-01 ASTM D 4798&ASTM t} OR/G ISS... ..:ego r 000 . 0000 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 1550 05101/08 NEI-076-02-01 TAS 103/ASTM D4798 0000 4 }x/11 0000.. 0000.. ASSEMBLIES: 0000.. APPROVED .. 0000 Deck Type Wood non-insulated,new construction .. 15/ "or eater plywood or wood lank Deck Description: sx b't• p Yw p P + for sheet mechanically fastened deck,membrane adhered. � System I;(1): Anchor Y Base Sheet: One or more plies of ASTM D 266 Type II or ASTM D 2626 with a tninitnutn 4"side lap and a j6"end lap mechanically fastened to deck with approved nails and tin caps G"o.c.at the laps and two staggered tows 12"o.c.the field of the roll. Membrane: One or more plies of Weatherlock0 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 strapping of the roof with Weatherlock'o Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles, p g and Asphaltic Shingle assemblies. NOA No.: I2-0309.03 CMAMMIM= Expiration Date: 07/31/17 •"' F Approval Date: 07/05/12 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 underlaymennt shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock®Specialty Tile&Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock' Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:W. 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 assesm*pl the Notice of Acceptance. If Weatherlock Specialty Tile&Metal underlayment is not listed,a st, est m8f bt§made.... • to the Authority Having Jurisdiction (AIIJ)or the Miami-Dade County Product ControljDepaz Yin nt at�al3proval •. . ... ...... provided that appropriate documentation is provided to detail compatibility of the produc ,•�yil uplit resistanee,• • and fire testing results. •.•• • • •""• 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loosld'e king paftel. Sweep*0: • 00 the deck thoroughly to remove any dust and debris prior to application. .. .. 0:000 ...... 11. When applying the membrane in the valley,start at the low point and work to the high p*ts,piling the membrane .' from the center outward in both directions. For ridge applications,center tine membrand and Ibll fral4 lbg center••••:• outward in both directions. • • • •••••• 12. Roll or broom.the entire membrane surface so as to have 100%contact with the surface,giving specialeA Iltiont 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 tine protrusion to ensure a tight fit. A second layer of Weatherlock®Specialty Tile&Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. Mw►+n acauN ,...� END OF THIS ACCEPTANCE NOA No.: 12-0309.03 l -DADScouNTY Expiration Date; 07131/17 PUMP] Approval Date: 07/05/12 Page 3 of 3 MIA M iimuNti-DADS COUNTY BPRODUCT CONTROL SECTION DEPARTt%yMT OF PER,t%U lNG,ENYIRON,VIENT,AND REGULATORY AFF URS(PEIRA) 11805 SIV26 Streel,Room 20$ BOARD AND CODE ADAJINISTRATION DIVISION Miami,Florida 33175-2 474 T(786)315-2590 F(786)315-2599599 S11Ytt'utiantidade eazLi�cra _NOTICE OF ACCEPTANCE(NOA) 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 Mialni-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. 0.0 This product is approved as described herein,and has been designed to comply with the Florida I:uild�siig Code•....• 0000 0 including the High-Velocity-Hurricane Zone of the Florida Building Code.-_ •• 0000.. ...... . 0000.. DESCRIPTION:3MT412-Component Foam Roof Tile Adhesive AH-160 0::::o`• • . 0000.. 0 0 .00. LABELING: Leach unit shall bear a permanent label with the manufacturer's name or logo,city,stRtetuld fol le0w0u1g 00000 : • statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. 0000-000 00 00.0. 00 .0 0 .. 00 •• •• 0000 0.0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and therg lilt 51011 no change • in the applicable building code negatively affecting the performance of this product. 0 0 :0 0 .:0 -.0040 TERMINA'T'ION of this NOA will occur after the expiration date or if there has been a revision or ehalige intild:'. • • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any proddct,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 termimation and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, mud 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. it INSPECTION:A copy of this entire NOA shall be provided to the user by the manufachlrer 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 documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiratlon Date:05/10/17 MIAMIFDO&EcoUN7Y Approval Date:05/10/12 + Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"'2-Component Fosin 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(lie 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 Descy3ption Specifications 3MT'd 2-Component Foam N/A TAS 101 nvo component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dis enser RTF1000 N/A Dispensing Equipment ""'` ProPack®30& 100 N/A Dispensing Equipment '..' 2•••S• '. .....• . ...... PRODUCTS MANUFACTURED BY OTHERS: .•.• • . :"": Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA dist moterif" .•.•• resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 • • . • roof the adhesive. •• •• •••• ••••.• MANUFACTURING LOCATION: . • :""' 1. Tomball,TX. •• ' '••' ' w• PHYSICAL PROPERTIES: Proverty Test Results Density ASTM D 1622 1.6 lbsA 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change a?-40°F.,2 weeks -F6.0%o Volume Change @I58°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 pttpMMpApeC,0UNTY Approval Date:05110/12 Page 2 of7 Note: The physical properties listed above are presented as typical ave3•age values as determined by accepted ASTM test methods and are subject to nonnnal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test identifier Test Name/Report Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD I1-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,[tic. 9637-92 ASTM E 108 04130/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01116/95 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 • • 0000 0000•• 520109-1 TAS 101 0.00•�2/28/4�g00:. ...,:. 520109-2 • 520109-3 •000 6 6 :090:0 . , , 520109-6 '.000 6600• 0000„ 0,000 520109-7 000000 0 0* 09:000 520191-1 TAS 101 00.00403102t92:000 000000 520109-2-1 0000,0 41 00 , , , , 00 00:0 00.000 LIMITATIONS: : 0.0 ' :0000: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fits ratingr 0 0 0 2. Wrhl 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,loco,&high tile profilcs. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTnr 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 F'- MS NOA No.: 12-0228.18 Expiration Date:05/10/17 W FDADE COUUNWWM Approval Date:05/10/12 NNW Page 3 of 7 INSTALLATION: 1. 3MT"'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 3MT"'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 3MTM 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 h; compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MT11'2-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 3MT"'2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. •�,.,• 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before appliWil of any adheseve. The mix ratio between the"A"component and the"B"component shall be maintained betv"!;h8-1.15 MOM .... •• (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined'httaMlSration. No 0000 other settings shall be approved. •••••• 6. WTI-'2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispen;%r0$TV 1000 Qr • ProPackO 30& 100 dispensing equipment only. 966666 00..• 000000 7. 3MTA'2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently OV4tight. • •, 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes aljer 3M?hf2- :•••:• 06 00 0 0 0 Component Foam Roof Tile Adhesive AH-160 has been dispensed. ..' ' •0.0 0 9. 3W'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be ill 0000 *6" accordance with the'Placement 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 17/side on cap and 34/ an N/A Flat,LHigh Profiles #2 24 N/A Flat,Low High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAbiM)ADECOUNTY Approval Date:05!10/i2 "'' ' Page 4 of 7 LABELING: All 3MTht 2-Component Foam Roof Tile Adhesive AH-160 container's shall 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 Nail Unugh plastic cement plastic cement Paddy{Becea>hTh) 0000 Uo4edayment Uaderky�ent • • •••••• •••••• 0000•• 0000• • 0000•• • •• 06 • • • -�:• 0000•• $f' 0000 • • • • i01m x �,, : • • 0000•• ' ? 00021 • 0000• • •6 0.000 •• 6 6666 00.000 EeseCgese • e 6 •• e 6 6 • • •6666• ••666• Fascia EaeComs 6 6•gy Fla • :too*: EM tw"OW. £8vetmase • EM9&w we 6••.•6 • • ireepadhesR Keepadhuwsppeox. Ddptte •• • Esoft= 4ln.ophomwetphates 41a upkoafweaptrotes lull UuovghP49keetwt Padd1(BeaeathTrhJ t}Placnenougha aslvetoashieveuto23 'slor w N gsoggnptastkcaarerA square NtdrCsMconWctvAU�UtpanUk epPwA �e�'aent 2JTumooversupsMedaaaPhasadheshre112tn. ((( To Un.Flom autawatilgeolowetble. [ Tl•n13et9ftole te. • jr uaaeriayment Fzarane Es OM6 Remot Neeepa6hsTYe�pprox4ln.up Fasdagy SheaUdeg Uomareepholes coursecover@e. peed&}Erearaeaveeeadotat gorlu paHBlklteyafe af8 fluahataa'reFne. �y"'e1pa Eati'edoswe We a Fasda {manarehna++J NOA No.:12-0228.18 Expiration Date:05/10/17 MIAMFDaaBcourrry Approval Date,05/10/12 e a Page 5 of 7 AIfHESNE PLACEMENT DETAIL 2 SINGLE PATTY Haff through plastic cement /Paddy COMM 7118) HaU through pTasUo cement paddy{Beneath Tile) Undtdaynrent a thweday0801 t e a ,R,sv 71n. 210, 7 tn. v�Q/. ' e ' • Fascia ascla M. • EM Ceut@e • • Eave closure ••i••• • •• OdFO ON ••••.• Rev@ Cksure ••• • • Hail throughptastlocement Paddy(BeneathlTie) • • :•••i• �'••" Underlayment •• • •••• • • e e .,_ Raveilosure EM0oeae Fascia NOA No.: 12-0228.18 Espiratiorr Date:05/10/17 MLAM bL1AbECovtJTY Approval Date:05/10/12 MEM@ Page 6 of 7 ADHESIVE PLACEMENT DETAII'..3 DOUBLE PATTY Nail through plastic cement paddy Nall through piasts cement Single paddy under Ole (behveen Ole) Undedayment Single paddy between tOe paddy 21n.x71n.medium (underti►e) sixepaddyeave ceursoonly, Singlepaddy in.x3In. 3 I undo Ole x 3 in. single d fn. 2111. : Single paddyon ° 2 to. A in• paddyan • • •... • under• under tayment layment _ • • • 'i Single paddy fascia • • Ea a course on top of ills • VAephate ;••••; Eno Single paddy InA 7 in,medium % Course Dd�ose• • • on top of tfle size paddyeave • •• •1,go Fascia course only •• •• •..• •..•.• • Nall through plastic cement • . • • • undertle Single paddy • ...•. •••••• between the • • • • • !1e13Io.x 31n. 4 to 8111210 paddy 2 ` onandedayment 0 S(nglepaddy Eave Closure on top of the 2 to x 7 h►.medium Save Coutes Pestle a paddy gave course only END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 U#yAM14MDECOU Approval Date:05/10/12 111M P Page 7 of 7