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RF-13-286
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185792 Permit Number: RF -2 -13 -286 Scheduled Inspection Date: May 01, 2013 Inspector: Bruhn, Norman Owner: HOWELL, SUSAN & WILLIAM Job Address: 70 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060131340 Phone: 305/981 -7663 Building Department Comments RE -ROOF TILE Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 30, 2013 For Inspections please call: (305)762 -4949 Page 6 of 25 ederal & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954 - 784 -2941 800 - 848 -1919 Fax 954- 784 -7875 fed- eng.com April 23, 2013 Order # 13 -1132 Paul Bange Roofing 7000 SW 21St Place Davie, FL 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/Howell Residence Permit # RF2 -13 -286 70 NE 101st Street Miami Shores, Florida Dear Sirs: In accordance with your authorization, Federal Engineering & Testing, Inc has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on April 23, 2013 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 S- Shaped Concrete Tile Foam Set. The pitch of the subject roof is 5 /12. Our field engineer visited the site and conducted 74 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 Result 1 -16 Corner See Attached Diagram > 35 pounds Passed 17 - 51 Field See Attached Diagram > 35 pounds Passed 52 - 69 Perimeter See Attached Diagram > 35 pounds Passed 70 - 74 Hip.tidu See Attached Diagram > 35 pounds Passed Keith LeBlanc, P.E. !`,� =i/�� Federal Engineering & Testing, Inc Florida Reg. No. 59394 Construction Material Engineering Council Army Corp of Engineers American Concrete Institute MIAMFDiADE COUNTY Miami Dade County O Florida Department of Transportation ENGINEERING Page 2 4/23/13 70 NE 101° Street Miami Shores, Florida 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. Federal Engineering & Testing, Inc is a third party 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. Federal Engineering & Testing, Inc appreciates 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. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. r /, /" Federal Engineering & Testing, Inc Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 = 0.1x42'=4.2' A1.4H = 0.4x12'= 4.8' Perimeter Dimensions = 4.6' Corner area = 324 S.F.-16 tests Perimeter area=342 S.F.-35 tests Field area=2834 S.F.- 18 tests 84 Total Ridge Caps=5 tests Field Sketch Not to Scale 70 NE 101st Street Miami Shores, FL Job Address /76 /L/ r 4a d 5(1 Permit # -43 Complete the re- nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re- Nailing Affidavit I am a Florida Professional Engineer, Registered rchitect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 hereby certify that the existing or supplemen `�'s �"!Y isFed the requirement of table 201.1 (8d round, g s 6" o.c. max.) ���(��G.• '40ISSpN %.1/Ps, .,„„„111,,arill ® e #E®176® 6 o e p N Ste 1 S. /..„,‘P a �1%i � / IA& 40.:, ito . ..4":4" Print Certifier's Name sir ; • V e/n•lnsuta • �� 8 Sworn t o ands ri . t a y�oi � Or dayollll P � • kn�y�'+T r- • AlQr iroduced ID al before me this 4141/4 Notary Public, State ; F aridK Complete Secondary Wirier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit 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 complies with all requirements of FBC 2004 and the Hurricane Mitigation 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) is 735V 00'00 Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 1 Q Permit Type: BUILDING ROOFING Permit No. ■ Master Permit No. OWNER: Name (Fee Simple Titleholder ): 1-\OUJQI\ SOS Phone #: '° ---S49 `l Address: t ` City: hi , r�-m I 5*J2i5 State: e1/4. Zip: Tenant/Lessee Name: 1 & Phone #: Email: n JOB ADDRESS: -7(0 a 10 v I City: Miami Shores , / County: Miami Dade _. S O Folio/Parcel #: //� c (Q °© '-/e —�� O Is the Building Historically Designated: Yes Zip: .,5t3o Flood Zone: CONTRACTOR: Company Name: ' P \ o�9 �c-p Phone #:q t I-q-1 '�1 - tt'�3 Address: 7000 5 c3 Z)61. ) st Picce, City: 0 \ Q State: 0 zip: 3 11 Qualifier Name: A3.9 i Bf ? � D-c! v\C Phone #: State Certification or Registration #: r) ()_ 3e' /J Certificate of Competency #: Contact Phone #: 'Si'—'re.--A \\ k\kP"'iA .Email Address: S hse \\ R@ fLftylocEstreevek DESIGNER: Architect/Engineer: / A- Phone#: Value of Work for this Permit: $ /4) / Y5- . 79 Square/Lin Fo ge of Work: 1 c-6;-.S. Type of Work: ❑Addition GI 'Alteration New epair/Replace °Demolition Description of Work; '° `—'17, `-e—. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ . Permit Fee $ J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 wi l be charged. Signature �5 , nt weas� C go`fvI The oregomg 1 tru ent w a kn e day of A , 20 IS , by APP • efore me this who is person® me or who has produced .�``:1t.BOR`ei; ..••••`� __cation and who did take an oath. w °tia�NF,•. °� NOT Sign: Print: My Co Signature The foregoing instrument day of y owledged before me this who is personally own to me or who has produced tion and who did take an oath. 04..E <,N .....•.. ° O S Pr .• •",• f y My Cti t ,�. c ****************************************************************************, * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0,3101e• I Plans Examiner Zoning APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk 110111 1111111111 0111 Hill 11111 11 111 1111 1111 C:FH 2013R0101271 NOTICE OF CO NCEMENT OR Bk 28478 Ps 3873; (lpg) RECORDED 02/07/2013 1036g17 (A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECITO*RVEY RUV 114? CLERK OF COURT MNI-DADE COUNTY? FLORIDA NOTICE OF COMMENCEMENT MUST BE FILED LAST PAGE IF THE JOB VALUATION IS $ 2,500.00 OR MORE IN LABOR AND MATERIAL. PLEASE FILE AT 22 NW 1ST STREET, 1ST FLOOR, MIAMI, FLORIDA (305) 275-1155 Permit Number: Cite-213 —2Jrce, Tax Folio Number: / /-24042 -0/5-igy0 State of Florida County of Miami-Dade THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: in ail 1.970e-e6-96 iB t 0--p ;11"" 5 1/2. L.4-45 76■KIO 70 Pe- (e) 1st 5.k i,ktetvvti ShOeP_.-A V -8313Cr 2. Description of improvement: (.-e„.4,--0,0-4 1-6 3. Owner(s) na Me and address: 1-101.e 61 SL&e 7o pe t016T-5÷ A4v-Ci sivorts t gP Interest in property: 120e4), Name and address of fee simple titleholder: 11/4... VIA 4. Contractor's name and address: '60-Ar.cre:CCG Li —7000 S artPkie_P .> 644 V E. CA 5. Surety: (Payment bond required by o r from contractor) Name and address: Amount of Bond: $ 6. Lender's name and address: , Js.efi clso AW 7. Persons with the State of Florida designed by Owner upon whom noti 713.13(1) (a) 7, Florida Statute: Name and address: I as protdedby ection- 8. In addition to himself/herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1) (b), Florida Statute: Name and address: 9. Expiration date of Notice of Commencement: (the expirations date is one (1) year from the date of recording unless a different date is specified) / Ikalt gnature of Owner) • Print Owner's Name: Sworn to and subscribed before me this Day of, "Fe_bisc,,- N-A\ , 200 \ 3 Paally Know, or oduced Identification Oath taken Oath Not Taken ‘001111iiio O'cl3ORRO4 Prepared ktts.N, "1.4.71/yr • I! • 7000 SW 21 Place Davie, FL 33317 Addres4\ Notaryalub 4111% M44 Print /*tail Comnfo Ex .. Property Information: Folio 11- 3206 - 013 -1340 Property Address 2011 Owner Name(s) Exemption/Taxable Mailing Address County Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,481 Lot Size 8,625 SQ FT Year Built 1939 Legal Description MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 4 & E1/2 OF LOT 5 BLK 10 LOT SIZE 75.000 X 115 OR 15460 -0083 0392 1 COC 21874 -1273 11 2003 1 OR 21874 -1273 1103 00 Assessment Information: Current Previous Year 2012 2011 Land Value $96,540 $74,261 Building Value $112,708 $112,714 Market Value $209,248 $186,975 Assessed Value $192,584 $186,975 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser A Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $142,584 $50,000 / $136,975 School Board $25,000 / $167,584 $25,000 / $161,975 City $50,000 / $142,584 $50,000 / $136,975 Regional $50,000 / $142,584 $50,000 / $136,975 Sale Information: Date Amount Recording Qualification Code Book -Page 11/2003 $355,000 21874 -1273 Sales which are qualified 3/1992 $94,700 15460 -0083 Sales which are qualified 8/1984 $71,500 12265 -2796 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Tuesday, February 05, 2013 This Document Prepared By and Return to RICHARD A. GOLDEN, ESQUIRE X AMER 6 GOLDEN, P.A. 12000 BISCAYNE BLVD., SUITE 500 NORTH MIAMI, FLORIDA 33181 FILE 4 1031 -03P Parcel ID Number, 11- 3206 - 013 -1340 Warranty Deed This Indenture, Made this 21st day of JEFFREY A. SALTER, A SINGLE MAN of the County of MLAMI -DADE , State of Florida SUSAN M. HOWELL, A MARRIED WOMAN 111111111111110111111111110111110111111111 CFh# 2003RO895386 OR Bk 21874 Ps 12731 tips) RECORDED 12/04/2003 16 :01130 DEED DOC TAX 2,130.00 HARVEY RUVI1lr CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE November , 2003 A.D., whose address is: 70 NE 101 STREET, MIAMI SHORES, FL 33138 of the County of MIAMI -DADE state of Florida Between , grantor, and , grantee. Witnesseth that rite GRANTOR, for and in consideration of the sum of and other good and valuable consideration to T N GRANTOR DOLLARSd (d y0 GRp, DOLLARS, paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described land, situate, lying and being in the Co of County MIAMI'DADE stare of Florida to wit: Lot 4 and East 1/2 of Lot 5, Block 10, MIAMI SHORES SECTION 1 AMENDED, according to the plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of MIAMI -DADE County, Florida. and the grantor does hereby Pdwarrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. In Witn :' Whereof r..: grantor has thereunto set his hand and seal the day and year first above written. Signed, s led and d ' ered in our presence: rated Name: tress Printed Name: tea. Witness STATE OF Florida COUNTY OF MIAMI -DADL The foregoing instrument was acknowledged before me this JEFFREY A. SALTER, A. SINGLE MAN he is personally known to me or he has produced his Fi driver r s htiir„ susat11L. ` S'; Commission #00183038 5 ' 11 Expire: sotd ddnu B P hll Atlantic Bonding Co., Ilex (Seal) Y A. SALTER P.O. Address:11930 N BAYSHORE DR 0304, NORTH MIAMI, FL 3311 21st day of 997 - 038 /ido as identification. inted Name: otary Public My Commission Expires: L ,, nd by 9Diwwjev Swam hr ,0111 tssn ; is is F Book21874 /Page 1273 F1 WIl 1 e 2003 by Page 1 of 1 -� f"/ J 9s-ti 32s 9620 BROWARD: 954 -981 -ROOF (7663) DADE: 305 -981 -ROOF (7663) FAX: 954-964-ROOF (7663) TOLL FREE:1. 877 - 981 -ROOF (7663) Pa' 13ascge Ral i 9. Propelled 6•8I2 STATE CERT. CC C033691 LICENSED AND INSURED 7000 S.W. 21 ST PLACE DAVIE, FLORIDA 33317 i/ /SA DISCVER' MasterCard PROPOSAL SUBMITTED TO DATE 3(9 8-7,3/ c HONE 66 J�r�O"� NAME �1%/�✓ �JDhjai, doh JOB NAME STREET STREET %U Air la sr CITY (STATE I ZIP CITY /1 I 1 S;(04.6 S AIE I Z, 1 y y We hereby submit speclgcatlon and estimate for p s P5EP. WORK Remove existing roof to a clean workable surface and dispose of debris. Replace rotten sheathing at $ 3 per foot. (Plywood replaced by square ft.) 100 'F72ee- Ri nail existing decking to meet current building codes. U Install new lead flashing to all plumbing vent stacks. Ll Install new 26 gauge 16" galvanized metal to all leys and tie-14s. -✓Exposed 0i Not Exposed C�Type of roofto be removed orbe; e&A y )• FIBERGLASS/MODIFIED ❑ Install # base sheet as per code. ❑ Install plys of ply N figerglass felt. ❑ Install In eave drip metal. ❑ Install mineral surface cap sheet. ❑ OPTIMUM LI PREMIER ❑ DELUXE SHINGLES ❑ Install # base sheet. ❑ Install in. eave drip metal. ❑ Install figerglass fungus resistant shingles. ❑ Mfg Color ❑ OPTIMUM LI PREMIER ❑ DELUXE METAL ❑ Install # fire barrier. ❑ Instals under lyment. Cl Install eave drip metal. ❑ Install metal roof. ❑ OPTIMUM ❑ PREMIER ❑ DELUXE Ti /Install# 30 base sheet. IQ Install /H 113- ,3)3 In. save drip metal. ® Instatl571 -0 M I- 01-1" L the underlayment. Install e the set In ❑ OPTIMUM LI PREMIER ❑ DELUXE ❑ Notes bL- QAcrc. Pn7o i✓ /P e S 'TO 12.t'V'101 of geom.1 %cLQJt3 P e-i iv ItVf1r P )3 ,q We propose to fiullMl labor and �LS,a . complete to accordance with the above ins for the sum of k S4 -6DOI t4t&/Zl Fcivla� ' i ?�r�j --,p -- dollars ($ 4 1•l4S% payment to be made as fotmvs:AJJ �( �pOs 1 302o 004Y i 1 Ye:AO `i[ir CZ.m/� 60fO0"%ILriJel METHOD OF PAYMENT: NOTE TO BUYER, GENERAL CONTRACTOR OR OWNER: Paul Bange Roofing Inc telyproposes to furnish the above labor and material in accordance with the above specifications. A deposit of $ —� is required upon acceptance and the balance as work progresses In direct ratio to work completed. Payment in full be made upon completion of the job. WARRANTY TO ORIGINAL OWNER: Paul Bange Roofing Inc. warrants workmanship (SEE ADDITIONAL WARRANTY INFORMATION SHEET) 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 to approval) and payment of 10% of contract price. Warranty is contingent upon Job payment in fait. All matenais furnished will be as specified and work Is to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bangs Roofing, Inc. will exercise reasonable care when performing the work, but cannot be held responsible-In any manner for damage to driveways, sidewalks, foliage, shrubbery, screening, septic tanks, gutters, 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 AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility • for any damages done to th roof by tradesmen or parties. Paul Bangs Roofing, Inc. cannot be held responsible for damage done to any lumber by termites, carps , ' ants • any other wood boring insects. Such wood will be at an additional charge. _/ THIS CONTRACT I8 SUBJECT TO OFFICE APPROVAL Authorized Signatu "APIA ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby a =e Paul Bange Roofing, Inc Is authorized to do the work as spedfled. Payments will be made as outlined above This proposal has of a contract when i and : •• :• I have read and agree to the terms and conditions as stated on the front and bade of this contract / f ROOF ASSEMBLIES AND ROOFTOP STRU TURP Master Permit No. DATE ZONING DE P I- BLDG BLDG DEPT L�' 6 Florida Building Code Edition •''O JECT i0 CCMPI.J'NCE WI FI-I ALL FEDERAL High-Velocity Hurricane Zone Uniform Permit Appl O TAn ° f) CC illy ( HUES ES AND REGULATIONS Section A (General Informati +; Process No. Contractor's Name Job Address 1=1 Low Slope ROOF CATEGORY # Mechanically Fastsned Tile El Asphaltic Shingles b Metal Pane) /Shingles LI Prescriptive SUR -RAS 150 IWOF TYPE El New Roof 0`<qeroofing El Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) i sus Section B (Roof Plan) _, Sketch Roof Plan: Illustrate ail levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ���► :� .: � « � wan it rw,ri S " ism •acct 1ziiiim N� i� 11111����10 • 111 MIEN •u[ /� uuul1PPM .T!!�ua► i��1 tallammul Eirrai 8 1111111111111111111111101111111111111111111111N11 Mill HI 111111111,14•11111111111•11111111B111111111111 . 11111111 IIwrA# lfRRR.N' 3RR� 111E: r4111 bk:Agn1111 111110111111MIT17:-MriZZE•i111111111 R 'i�� oBL R it A =�.;, I�1111l��111"I , 11 15.34 2010 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Sectio >i. D Sfee . - to , ed Roo S ste Roof System Manufacturer: Notice of Acceptance Number: II-033.1,08 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calcuiatlonsj 1601: 31, 1 p2:- H. / P3: Geiea 7 RoSlope: :12 tee of S stem Des Deck Type: Wocd Type Undertayment: insulation: R67/l7 49J Fire Barrier: Ridge Ventilation Fastener Type & Spacing: iffigaiSlikuta 70 )a Adhesive Type: Type Cap Sheet: Roof Covering: Mean Roof Height: UffetithK dip'ortirAitb Type & Size Drip Edge: 64.3 15.38 2010 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) PorMoment based We systems, choose either Method 1 or2. Compare the values forMrwith the values from Mt If the Ml values are greater than or equal to the Mr values, for each area of the roof; then the tile attachment method is acceptable. �Q Method 1 "Moment Based /Tile Calculad1ons� Per RAS 127" �7 (P1:3' / xA/Qt1 l �"��7?- Mg;��`7 .= hrrtdV -Y'�7 Product ApprovalMO* l (P2:r t) x74277 Mg44 Made liJ Product Approval Kea/ (P11:6? x744._03.22 =a7,11144 Mg4tiq elj Product Appmval hail/ Method 2 "Simplified Tile Calculations Per Table Below" M normuco MOmenr of xes,suu,co k,.,rr rWL....M.“,...,.1 -- -- - - - - • • Mr required Moment Resistance* Mean Iiool height •+ Roof Slope ,i, 16' 20' 2g� 30' 40' 2:12 34.4 38.6 38.2 39.7 42.2 1:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32,2 33.8 35.1 37.3 8:12 28.4 30.1 31.8 32,8 34.9 6:12 20.4 28.0 20.4 30.6 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Upliftbased tile systemsusehfethod3 . Compared the values for P.with the values forFrlf the P'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3' Uplift Based Tile Calculations Per RAS 127" (Pt: x = x w: _ -) ) • AV x cos B =11c Product Approval F' (p2; x L - x w: _ ? - S`+r: x cos 0 = Fr2. Product Approval Ir {P3: x L _ x w: =J - SY: x cos 8 = Pr; Product Approval H' Where to Obtaln Information Description . Symbol P1 or P2 or P3 Where to find RAS127Table1orbyanengineering analysis preparedbyPB based onASCB7 Design Pressure Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d Product Approval . Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required hiornentResistance M$ Calculated Mutimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W =width Product A rowel pp All calculations must be submitted to the bulling official at the time of pemtit application. 15.37 2010 FLORIDA BUILDING CODE - BUILDING COMM BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(IINC) BOARD AND CODl3 ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C,R, 470 Sunttovvitlo, FL 33585 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 3317524'14 T (786 ) 3154590 F (786) 315.2599 yovw.nrtarntdade,govibuth1Issl, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction tnatorinls, The documentation submitted has boon reviewed and accepted by Miam! -Dade County BNC . 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 niter rho expiration date stated below. Tito Miami -Dada County Product Control Section (In Miami Dade County) and/or tho AHd (in areas other than Miami Dade County) reserve the right to have this product or.matorial tested for quality assurance purposes. If this product or material fails to perform in tho accepted manner, the manufacturer will incur the oxpense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within thoir jurisdiction. BNC reserves the right to revoke this acceptaneo, if it is determined by Miatni -Dado County Product Control Section that this product or material fails to meet the requirements of tho applicable building Code. This produot is approved as deserlbed herein, and has been designed to comlily with the Florida Building Codo including the High Velocity Hurricane Zone of the Florida Building Code. DESCX IPUON, Crtpistrano Concrete Tile LABELING: Bach unit shall bear a permanent label with the manufacturor's name or logo, city, stale and following statement: "Miami -Dada County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall bo considered after a renewal application has boon filed and there has boon no change in the applicable building code negatively affecting the performance of this product, TEAMi1 ATXON of this NOA will occur after the expiration dato or if there has boon a revision or change Itt the materials, use, and/or mannfauture of the product or process. Misuse of this NOA as an endorsomont of any product, for sales, advertising or any other purposos shall automatically torminate this NOA. Failure to comply with any section of this NOA shall bo oauso for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dada County, Florida, and followed by the oxpiratlon date may bo displayed in advertising literature, if any portion of tho NOA is displayed, then it shall be done In its entirety. INSPECTION: A copy pf this enure NOA shall be provided to the user by the manufacturer or Its distributors and shall be available for Inspection at the job situ at the requost of the Building Official This renown NOA /107 - 1018,09 and consists of pages 1 'through 7. The submitted documentation was roviewed by Alex Tigera, NOA NO, 1114321,03 Expiration Datet 10 /0S /16 Approval Date: 05/12/11 Pogo 1 of 7 ROOFING ASSEMBLY Arni.ovAL 'Category: 'orb Category' Mattiria1t Roofing Roofing Tiles Concrete 1, St.'OPE: This approves a new roofing system using "Capistrano Concrete Tice" as manufactured by Eagle Roofing Products LLC in Sumforvlile, L. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. `1'ho attachment calculations shall be done as a moment based system, 2, PRODUCT DESCRIPTION: Manuf'saturpd 1 Atmllegii Capistrano Concrete Tile Trim Pieces pimensions L.- 17" W I= 12 IA" Thickness R'lx» 1 # varies w = varies varying thickness Test peclficnflons, TAS 112 TAS 112 Product Peseritr €Ion 1-Iigh profile concrete roof tile. For direct deck or battened nail -on applications;, Accessory trim, °lay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile, NOA No,s11- 0321.03 Expiration Dates 10105116 Approval Datot 05/12/11 Page 2 of 1 2.1 t V1DENCI SUBMITTED: 'reg 1,4,gpm Tsdidentiller PRI Asphalt Technologies BRPF- 001 -02 -02 Rediand Teelmologios 7161 -03 Appendix 111 Redland Technologies Letter Dated Aug, 1, 1994 Rediand Teohnalogles P09647 -01 Rediand Technologies P0402 The Center for Applied 94-083 Engineering, Ino. The Center for Applied 94.084 Engineering, Inc. The Center for Applied 25- 7094 -(3, 6 & 9) Engineering, Ino. The Center for Applied 25- 7120 -(1 & 2) Engineering, Inc. The Center for Applied 25- 7183 -(3 & 4) Engineering, Ino, The Center for Applied 25- 7214-(3, 4, &7) Engineering, Ino. The Center for Applied 25- 7804 -4 Engineering, Inc, Goleta Corporation 520111.3 Testing Servloes • Celotex Corporation 520191 »2 -1 Testing Services Walker Engineering, Eno, Calculations C (v( ii 'ag# I APPROVED Test Namelrtopor{ ?ate TAS -112 Attg. 2006 Static Uplift Testing Dee, 1991 TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tuttnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw Sept. 1993 vs, smooth shank nails Statte Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Matto Uplift Testing Oct. 1994 TAS 102 Statio Uplift Testing Nov, 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Statio Uplift Testing Maroh, 1995 TAS 102 Statics Uplift Testing Sep. 1996 TAS 102 Statlo Uplift Testing Dee. 1998 TAS 101 Stile Uplift Testing March 1999 TAS 101 Acrodynamle Multiplier Sep. 2006 NOA No.111- 0321.03 XxplrntIon Onto: 10/05/16 Approval Dater 05/12/11 1'ago 3 of 7 3, LIMITATIONS: 3.1 Tore olasstllcatlon is not part of this acceptance. 3,2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer, to applicable building code. 3,3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 1.12, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3,4 Minimum underlayment shall be In oomplianco with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 trot mopped underlayment applications may be installed perpendicular to the roof slope unless stated•otherwlse by the underlaymont material manufacturers published literature. 3.6 Titles acceptance is for wood deck appileattons. Minimum (leek requirements shall bo in compliance with app11ealilb bullding'oodb. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4,2 Data For Attaolunont Calculations Table 1: Average Weight (W) and Dimensions (ix w ) Tire Profile weight W (Ibf) Long th -I (ft) Width -w (ft) 08 4 lairano Concrete Tile 10 1.417 1.04 Table 2; Aorodynamle Multlpllers - A f fts} Tire A (ft?) A (ft') Profile Batten Application ,.. D €refit- Declt.Ltppltoatlon Capistrano Concrete Tile 0.300 k- re.. 0.277 I Table 3: Resto ring Mornonts dart to eutvity -10 (ft-lbfl Tile Profile 3 " :12" 4 ":12" 6 ";92" 6 ":12" Greater than 7 " :12" Capistrano Concrete Tile Battens Direct Battens Dlreel Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck , 6.89 \. 6.98 ` 1 6.67 6.88 8.44 , 6.73 6.28 6.66 6.10 6,38 !A t•DAIW OOUN APPROVED NOA Noal1. 0321.03 Expiration Date: 10 /05/16 Approval Date, 05/12/11 page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M1(ft -tbf) for Nall -On Systems Tile Profits Fastener Typo Direct pack (min 16132" plywood) Direct Deok (min.19132" plywood) Battens Capistrano Concrete Tile 2 -1ed Ring Shank Nails 2$11 41.2 19.4 1.10d Smooth or Screw Shank Nail 6,1 6.8 2,8 2 -10d Smooth or screw Shank Nails 6.9 9.2 7,3 1 #8 Screw 2.0.7 20.7 18,1 2 #8 Screw 43.2 43.2. 29,8 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nati Gave CII) 29.3 29.3 24.0 2 -10d Smooth or Sorew Shank Nails (Field Cltp) 27.6 27.6 39.6 2 -10d Smooth or Sorew Shank Nails Gave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Naitsr 33.1 48.1 46.2 . Installation with a 4" tile headiap and fasterners are looated a min. of 2Ye from head of tile. Table s: Attachment Resistance Expressed as a Moment M,(ft -ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3T 4 See manufactures component approval for Installation requirements. 2 Ftoxibte Products Company Tlte0ond Average weight per paily 10.7 grams. Poi foam Product Inc. Avers + e wet E hi • sr ' alt 0 !rams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 66.53 Capistrano Concrete Tile Poiyfoam PoiyProrm Poiyfoam PoiyPro*« ti 3tt.7 3 Large paddy placement of 63grams of PotyPror". 4 Medium paddy pfacemen of 24grams of PotyProT" , Table 7: Attachment Resistance Expressed as a Moment x Mt (ft-ibf) for Mortar Set Systems Tile Profile Tile Application Mortar Sete Attachment Resistance 24.6 Capistrano Concrete Tile 6 Tile -Tfte Roof Tile Mortar. NOA Neal 1.03 L03 Rxpiratlon Date) 10/05/16 Approval Date! 05/12/11 Pogo 5 df 7 5. UMIAK, : Ali tlies shall bear the imprinf or idontlfiablo marking of the ma: :ufacturor's name or logo (Sao Detail Below), or following statement: "Mlaml•Dado County Product Control Approved ". EA FLORIDA CAPJSTRANO CONCRETE ROOF TILE LABEL, L, SUMTERVILLEPLAN' (LOCA'T'ED ON UNDERSIDE OF TILE) 6. Bu L»xNG PETtMITRhQU II NTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance, 6.1.2 My other documents required by Building Official or Applicable building code in order to properly evaluate the installation ofthls system. NOA No. :11- 0321,03 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 6 of? PROFILE DRAWING CAPISTRANVO CONCRETE ROOF TILE END 01? TRIS ACCEPTANCE NOA No.111.032L03 Expirption Datot 10/05/16 Approval Date; 0S/12/1I Pogo oil DEPARTMENT OF PERMIT1'ING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Owens Corning One Owens CorningParkway Toledo, OH 43659 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www, Want idade.t ov /pera 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 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: Weatherlocle Specialty Tile & Metal ilnderlayment 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 consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. MIAM1.DADE COUNTY APPROVED: NOA No,: 12- 0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Weatherloce Specialty Tile & Metal Underlayment Dimensions 36" x 33.3' rolls 36" x 66.7' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. 1RT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: MANMADE COUNTY APPROVED Test Specification TAS 103 Test Identifier R14610 02 -012 NEI- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 NEI - 076 -02 -01 Product Description SBS self- adhering asphalt sheet material with a white or green glass re- enforced polyester surfacing fabric; for use as an Underlayment in sloped roof assemblies. Test Name/Reapr t Follow up Service TAS 103 TAS 103 TAS 114(14) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 Wood, non-insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type I1 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. One or more plies of Weatherlock® 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® Specialty Tile & Metal Underlayment is acceptable. Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 12- 0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 LINIITATIONS: 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 than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. Weatherlock® Specialty Tile & Metal underlayment may he 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 (Atli) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. Alf nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty Tile & Metal 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. MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 12- 0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 3 MJAMI• DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ADAM-DADE COUNTY PRODUCT CONTROL SECTION € €805 SW 26 Street, Room 208 Miami, Florida33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.lu la mid a de.Eoviij era 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 and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive All -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMt•DADE COUNTY NOA No.: 12- 0228,18 Expiration Date! 05/10/17 Approval Date: 05/18/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MT 12- Component Foain 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 3MTM 2- Component Foam N/A Roof Tile Adhesive AH- 160 Foam Dispenser RTFI000 N/A ProPack0 30 & 100 NIA Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use oft- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MIAMIOADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM 13 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.IFt2 3.1 Perlin / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 oil Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1 PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12112/95 Miles Laboratories NB- 589 -631 ASTM 13 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[11 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 part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MThi 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimumunderlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTei 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 HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. `W 2 Ff_ MS NOA No.: 12- 0228.18 Expiration Date: OS /10/17 Approval Date; 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTht 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. 3MT"' 2- Component Foatn Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPacka 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3M" 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles 111 35 N/A High Profile (2 Piece Barrel) #1 I7 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MIANWDADECOUNTY NOA No.: 12-0228,18 Explratlon Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MT"i 2- Component Foam Roof Tile Adhesive AHr-160 containers 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 Hart through plastic cement Undedayment 1 Paddy (Beneath Tie) EaaCons EavecourseonN 1Kiepa isive v. proAlnup Fascia weepholes Ease Closure Nall through plastic cement Undedaysnent 1 Faddy gigue* Tat) 10 In. Era Eave course only: Keep adhesive approx. 4 In. up front weepholes Fascia t411pia11 Eave closure Drip edge 1) P l a c e enough a d h e s i v e t o achieve 17to23 dap p1 hsptot square inches Intontactwiththepantile eteeppitchappStatiMS Then Install the 04 To I la 1214\ 2) Turn covers vettedown. Plaeeadhesive 1 Underlayment 1 Ng through plastic cement tooappmo porton of the eave course covert e. MIto second course oi pan Mos. Ensure cave cod at pan end cover tilts are flush alive fine. EDVO donne (monaraha+m) e Fascia Sheathing Optonal Pdat-u 3tortar adnIIoo nal NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement 1141 Pj: �,? Pasda Undedaymant l 7In. ,; 21n. Eave Course Paddy (Beneath Tito) Hall through plastic cement Faddy (Beneath life) Undarlayment 7In: BaveClosure Eng Course Fettle NOA No.: 12- 0228.18 Expiration Date: 05110/17 Approval Date: 05/10/12 Page6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Q Singlepaddy vr 3In. under tile x3tn. Single paddy On under. layment Single paddy on top of tile 21n, MANMADE COUNTY APPROVED 4 Paddy (between tile) Paddy (under tile) t� f4ktXflnJneuffl scia course only E, ecourse Nall through plastic cement Nall through plastic cement Undertayment 1 y��e:3 (n. x 3In. Single 41n. paddyon under. layment Single paddy under the Single paddy between tile 2In. x 71n. medium size paddy eave course only Single paddy on top of tife Eave Course Single paddy under tile Single paddy between tile `C' 31n.x3In. Single paddy onundedayment 4 In Single paddy on top of tile Eave Coma 2 In. 7 In. medium size paddy eave course only Fascia Faye Closure END OF THIS ACCEPTANCE NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 • CHAPTER 1$, SECTIONS . Ii1GH VELOCITY FIURRiCANE 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 with the required rooting permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and • standards of the industry for rooting system installations. Additionally, the following !terns should be addressed as part of the agreement between the owner and the contractor. The owner's Initials in the deslg cited space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consldercrtion'with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are . , - het part of a zoning code should be addressed cis part of the agreement between the owner and`tlle co �t�ractor. Renalling w'oAd decks: When replacing roofing, the existing wood roof deck may have to be renafied re accordance with current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the. existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring Units (re., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor andJor owner should notify the occupants of adjacent units of roofing work to be performed. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking: can be viewedffrom below: The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the deciding may not be acceptable. The owner provides the option of maintaining this appearance. Ponding water: The current roc$f system tend /or deck of the building may not drain well and.may cause water to pond (accumulate) in low -tying areas of the roof. Ponding can bean indication of structural distress and may require the review of a professional structural engineer. Pondng 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 (welt °ufietsj: it is required That rainwater flow off so that the roof is not overloaded from a buildup 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: Chapters 16 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some.abilty to vent natural airflow through the interior of the structural assembly the building .itself). The existing amount of attic ventilation shall . not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. 01 -3/- /3 Owner's /Age is Signature Date Form AB -326 [Page 2 of 7j New 3/16/09 410101:4011%.1111. /�,/ /I Con • • ° ign •. •