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RF-13-672Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 188645 Permit Number: RF -4 -13 -672 Scheduled Inspection Date: May 10, 2013 Inspector: Bruhn, Norman Owner: SUMAN, DANIEL Job Address: 1053 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL BANGS ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050010060 Phone: 305/981-7663 Building Department Comments RE ROOF TILE TO TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed sib Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 10, 2013 For Inspections please call: (305)762 -4949 Page 8of21 Fil ENGINEERING ederal & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954 -784 -2941 800 - 848 -1919 Fax 954- 784 -7875 fed- eng.com April 30, 2013 Order # 13 -1183 Paul Bange Roofing 7000 SW 21st Place Davie, FL 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/David Suman Residence Permit # RF413672 1053 NE 91d Terrace 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 30, 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 3 /12. Our field engineer visited the site and conducted 40 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 -12 Corner See Attached Diagram > 35 pounds , Passed 13 - 28 Field See Attached Diagram > 35 pounds Passed 29 - 36 Perimeter See Attached Diagram > 35 pounds Passed 37 - 40 Hipp dg See Attached Diagram > 35 pounds Passed Keith LeBlanc, P.E. 56 /3 Federal Engineering & Testing, Inc Florida Reg. No. 59394 Construction Material Engineering Council Army Corp of Engineers American Concrete Institute MIAMI i1)ADE COUNTY Miami Dade County Florida Department of Transportation Fil ENGINEERING Page 2 4/30/13 1053 NE 9e Terrace 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, a 44, Keith LeBlanc, P.E. .r/ // /% Federal Engineering & Testing, Inc Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 A�.1W= 0.1x40' 3.0' A 0.4H = 0.4x18'= 7.2' Perimeter Dimensions = 4.0' Corner area = 192 S.F.-12 tests Perimeter area36 S.F.-16 tests Field area =772 S.F.- 8 tests 80 Total Ridge Caps =4 tests LrT rLl -f 3 L. ! -- - } . —f — i ., ._��°,_ .'. e' f9 ' ' 4, • a.0 13 Y ! L7 -3 -2 7 - a /b ro.z 17 I f —1_ .- ._ -? 3 p ` r L - -�- }....._ . G._ -. Field Sketch Not to Scale 1053 NE 91st Terrace Miami Shores, FL ■ 2 Job Address 1 t' 3 N E Cf -tr Permit # ) 3 -(61"3-4 Complete the re- nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re- Nailing Affidavit 1 am a Florida Professional Engineer, Registe Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under 5468. 1 hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d round r g s f 4 I, t•P 6" o.c. max.) �p11g1b1�6UN /P/1/ Print Certifier's Nam ao`����� ,„ :44; .?..p,,,46 Sworn to and subscribed before me this _ of 'O' m e or e l koduee Fm t . ms$ lic, State of Florida (sib' e} w p\ e Secondary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit 1 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. 1 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) '11 )0 11.5 Miami. Shores Village Building Department IZEIZMIMMI At APR 052013 90050 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 No. 1 �J(Q PERMIT APPLICATION Master Permit No. FBC20I0 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): - ��.�v -� ��c �.� Phone# 7� z Z Lp 2_ Address: 10 3 ii City: Pr M ShU�S State: r�1 zip:3313 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: ,j) ,c--.3 o s q1 —r e ea-- City: Miami Shores County: Miami Dade Zip: 33i 3 Folio/Parcel #: 11 ^3 -00( -00640 Is the Building Historically Designated: Yes NO / Flood Zone: CONTRACTOR: Company Name: ?%\ BcA_-- e" t L t '- Q----k‘ Phone #: Address: —C€ 2:I S' (13t C 4e---° City: !!t���� State: L Zip: ?, f O61 Qualifier Name: Pe 1 e Cpl,, � Phone #:G� (eq c,'1— 7 (41,3 State Certification or Registration #: �� �C�ertificate of Competen #: : ` .� :+ Cq Contact Phone#:&ti) t N�Z Email Address: Ll-lfy 1.e4 6'Cfj' 1007 DESIGNER: Architect/Engineer: �-/ Phone #: Value of Work for this Permit: $ Type of Work: DAddition Description of Work: 35c12.- Square/Linear Footage of Work: ) L r ) ONew DRepair/Replace ODemolition teration V'op 776e, 4n) .1-t ***************************************F s*** + a**+ x******* **+x*** *************** * *** * ** Submittal Fee $ Permit Fee $ / CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 FT.F.CTRICAL 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 approved and a reinspection fee will be charged. Signature The foregoin, day o who Ale '0,/,°°"/ Signature Owner or Agent Con *r — instrument was acknowledged before me this The foregoing ' s strument was acknowledged before me this 20)3 , by _ , day of 20a, by personally known to me or who has produced c., As identification and who did take an oath. NOTARY PUBLIC• AVE BORas0`ta °ir Sign' My Co APPROVED BY ° o who is personally know to me or who has produced' as identification and who did take an oath. NOT at #EE 17762 IA? :OW trareit, My • Ab.4 8116 ,re '014 ST Ncti Flo ald7 ( /Try. Plans Examiner TAV- ar Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NE TICE > OF COMMENCEMENT A RECORDED COPY MUST BE POST® ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOUO NO.t 9 -3 2() S -da I • ©©t'AO THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111 11111 11111 11111 11111 11111 11111 11111111 CFN 201380248332 OR 1?1:: 28559 P9 0004; (1p9) RECORDED 04/02/2013 09:57 :57 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYi FLORIDA LAST PAGE Space above reserved for use of recording office Le al cilcriptivfKoperty and street/address: I' 1 @ *A-Rees I 2. Description of improvement: R.-- Vics., 'V\ 3. Owner(s) name and Address: Interest in property: -ed Name and address of fee simple titleholder: IJ/k Contractor's name, address and hone number feaa.9 5. Surety: (Payment bond required by o \ngr�rom contractor, If any) Name, address and phone - number. ).j /� Amount of bond $ /e- 6. Lender's name and address: 3J /.4$ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to recek 1ggifCEOh 713.13(1)(b), Florida Statutes. )ngrnal file Name, address and phone number: arr m e in this oft%- on cecO73;31rrnEled In Se day of AD 20 1._ NITNESS my hand and Official Seal. '+r%` {• o� 9. Expiration date of this Notice of Commencement: �-{{qq Oct � +�� �, o� (the expiration date I Pf 1 c - °' _� r,ST S r -z 4 sPe t 4`• WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AI I iR THE EXPIRX Ar °�CONSID CO3 ' IMPROPER PAYMENTS UNDER CHAP I I_H 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow Prepared By) % Print Name li Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE ' Authorized Officer /Director/Partner /Manager # Prepared By cAin , tJIY) Print Name Pau yg,9» Title/ Office - r :.x Davh The foregoing Instrument was acknowledged before me this , ,.1 day of A ( 3 Individually, or la as for 12 Personally known, or U produced the following type of ide - Signature of Notary Public: Print Name: (SEAL) VER FICATIO PURSUANT TO ECTION 92.525 ORIGA STA Under penalties of perjury, l declare that 1 have read the foregoing that the facts stated In it are true, to the best of my knowledge and Signature(s) of Owner(s) or Owner(s)'s Authorized Of icer/Dlrector /Partn Paul Range Roofing, inc. 7000 SW 21 Place Davie, FL 33317 By By 12341 -52 PAGE3 317O. 1cJ`+ t ice 1 obi ._ DAVIE: 954-792 -ROOF (7663) N. BROW: 954-566-ROOF (7663) S. BROW: 954-981-ROOF (7663) DADE: 305 -981 -ROOF (7663) FAX: 954-964 -ROOF (7663) 1 -877- 981 -ROOF (7663) va�[t p K(�unt STATE CERT. CC C033691 . 1 �"'r"� 1�•+�.` �".h�/ LICENSED AND INSURED R, 7000 S.W. 21 ST PLACE (�r� n _ �! DAVIE, FLORIDA 33317 • Member of Proposal Better Business Bureau PROPOSAL SUBMITTED TO DATE PHONE eel, I NAME t �0� \- , JOB NAME 7d9 'i IbZ-. 1-c STREET ` I. STREET CITY ®® l'A(C'nit 5\)0._ STATE 1° ZIP CITY STATE ZIP We hereby submlt specification and estimate for PFjEP. WORK Remove existing roof to a clean workable dispose of debris. lJ Replace rotten sheathing at $3,55- surface and per foot. Ira Q.., stacks. to all 1�k , 1I6Q \0'6&t v\ C Rjce FIBERGLASS/MODIFIED ❑ Install # base . COU- sheet ply IV In. eave as per code. figerglass felt. drip metal. cap sheet. ❑ Install o' ❑ Install pwood replaced by square ft.) i Lc _ ❑ Install m: , =rap surface Inst new lead flashing to all plumbing vent Install new 26 gauge 16" galvanized metal valleys and tie -ins. ;.Exposed - ❑ Not Exposed c°e 'F' �,�^ lam" Type of roof to be removed ( ®'@. METAL ❑ Install # fire barrier. ❑ Install under layment. drip metal. metal roof. ❑ Install ' —. ). eave SHINGL . ❑ Install # base sheet metal. resistant shingles. Color ❑ Install "1"9 - iciri# te® base sheet. drip metal. i� . ❑ Install n. eave drip &install VI Lav-m.... , in. eave ❑ Install fig = glass fungus ❑ Install 73,..t . C9. iC"e.A2 the underlayment. ❑ Mfg. ❑ Instable z— the set in $y ❑ Repairs i$c<„ e . `r c)c, Q'2 c ri% 'T. tj 7‘\*-,, � We herby propose to furnish labor and materials complete In accordance with the above specifications for the sum of i ntawl €5„*),- \L f i f - O--- dollars ($ 13t h ) 62- payment to be made as follows: METHOD OF PAYMENT: V . �� 3441/q, , �1, , "" PP NOTE TO BUYER, GENERAL CONTRACT! , ! R OWNER: Paul Bangs Rooting Inc. specifications. A deposit of $ is required upon bt5oit up hereby proposes to furnish the above labor and material acceptance and the balance as work progresses hi fora prided at tors, tut a in accordance direct ratio :eory t bo are null job payment from above to driveways, to the exterior for any damages ants, or any PIFQ -4, r th above to work completed. rig::t to „parts • and void. Warranty in full. All materials specifications sidewalks, foli- or Interior of the done to the r wood boring Payment In full to be made upon comp l: +n of the job. WARRANTY TO ORIGINAL OWNER: Paul Range Rooting Inc, warrants workmanship Jr inspect all work subsequently performed by other parties to the roof, for a reasonable is transferable to new owner upon written application (subject to approval) and payment furnished wig be as specified and work Is to be completed in a workmanlike manner will become an extra charge over and above the estimate of labor and usual costs of our Paul Bange Roofing, Inc. will exercise reasonable care when performing the work, but age, shrubbery, screening, septic tanks, gutters, pipes or cables, above or below ground. premises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT roof by other tradesmen or parties. Paul Bange Roofing, Inc. clarinet be held responsible insects. Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL fee. Without this supervision or inspection, all warranties of 10% of contract price. Warranty is contingent upon according to standard practices. Any adoration or deviation agreement cannot be held responsible in any manner for damage We will not be held responsible for water damage THEIR PROPERTY. We cannot me responsibility for damage done to any lumber mites, carpenter Authorized Signature s` Jtl ACCEPTANCE OF PROPOSAL The above prices, specification d conditions are ..iii - , „ry and are hereby accepted. PauI Bange Roofing, Inc. Is authorized to do the work be made as outlined above. This pro rims the ,,, ^. >r of a ii' i , ., when signed and accepted. I have read and agree to the terms and conditions and back of this contract. I ACCEPTED Sig e..1 "--,., Are r. as specified. Payment will as stated on the front ✓ Print r1 (NATI°(i Date ° Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. X COPY OF QUALIFIER'S STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. X COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: PAUL BANGE ROOFING BUSINESS ADDRESS: 7000 SW 21 PL CITY DAVIE STATE FLORIDA ZIP CODE 33317 BUSINESS PHONE: (954 ) 981 -7663 FAX NUMBER (954 ) 964 -7663 CELL PHONE ( ) QUALIFIER'S NAME: PAUL BANGE PRES. QUALIFIER'S LIC NUMBER: CCC033691 E -MAIL ADDRESS (IF APPLICABLE): SHELLY @PAULBANGEROOFING.COM Created on 3119109 BY MLDV I RV 3126109 MLDV is ogcgrA NT'ffAS'A co o28up4ckGRaUe! ' L[Ncp ,IARiC{PATEN7 gd PAPE- STATF,OF FLOR Dak Ss Pl1 D PROOESSX*NA'•` EGULATSON ; Np :;I USTRYITCENSZPT� 0ARD SEC W.2080901634 DATE BATCH NUMBER .0g/2(11 2, 7 Q42a838 :{' ^i C033 "Thai ROOF.f°G ?h'ONTRA6 .'C,; Nair edzbe .oart,TS CE RTIFMEO,t Under th t- p"rovis iiriis a3E`''thap.e ±'. Expiration date: AUG,,31, 2014:;; DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY operty, Folio 11- 3205 - 001 -0060 Property Address 1053 NE 91 TER Owner Name(s) DANIEL 0 SUMAN Mailing Address 1053 NE 91 TERR MIAMI SHORES FL 33138 -3401 Primary Zone 1100 SGL FAMILY - 2301 -2500 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/2/0 Floors 2 Living Units 1 Adj. Sq. Footage 1,595 Lot Size 6,250 SQ FT Year Built 1940 Legal Description WATERSEDGE PB 9 -141 LOT 7 BLK 1 LOT SIZE 50.000 X 125 OR 15324 -1579 1291 1 OR 15324 -1578 1291 01 men Information; Current Previous Year 2012 2011 Land Value Building Value Market Value $108,000 $229,897 $90,000 $121,910 $211,910 Assessed Value $137,571 $133,565 Exemption Inforr atlor 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 Taxabl Value Information:' Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $87,571 $50,000 / $83,565 School Board $25,000 / $112,571 $25,000 / $108,565 City $50,000 / $87,571 $50,000 / $83,565 Regional $50,000 / $87,571 $50,000 / $83,565 Sale lnformatiol Date Amount Recording Book -Page Qualification Code 12/1991 $100,000 15324 -1579 Sales which are qualified 12/1991 $0 15324 -1578 Sales which are disqualified as a result of examination of the deed 5/1986 $78,000 12893 -1952 Sales which are qualified 1/1981 $81,000 11004 -1043 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: Monday, April 01, 2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 9 ik-Pg./L D-013 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: �an ► vin o% Property Address: 1053 N e °ti ,ice Roofing Permit Number:" 1� Dear Building Official: Ur11 L' J,-/rtr) certify that I am not required to retrofit the roof to wall connections of my building because: NThe 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) ))Onte-i vfna0 Signature State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before e this Print Name oses and says that he/:le is the.oir er for the is ttioned. 14'�'� 0 769��, a� or • 4110 Notary Public, Sate of Florida at Large 4 • • • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more th SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall co Revised on 5/21/2009 #EE176116 ;z.. e build `_ s .50 it�la 1994 cane Mitigat 19/ 1!! i 61111���i Property Information: Folio 11- 3205 - 001 -0060 Property Address 1053 NE 91 TER Owner Name(s) DANIEL 0 SUMAN Mailing Address 1053 NE 91 TERR MIAMI SHORES FL 33138 -3401 Primary Zone 1100 SGL FAMILY - 2301 -2500 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/2/0 Floors 2 Living Units 1 Adj. Sq. Footage 1,595 Lot Size 6,250 SQ FT Year Built 1940 Legal Description WATERSEDGE PB 9 -141 LOT 7 BLK 1 LOT SIZE 50.000 X 125 OR 15324 -1579 1291 1 OR 15324 -1578 1291 01 Assessment Information: Current Previous Year 2012 2011 Land Value $108,000 $90,000 Building Value c$121,897 $121,910 Market Value $229,897 $211,910 Assessed Value $137,571 $133,565 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 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $87,571 $50,000 / $83,565 School Board $25,000 / $112,571 $25,000 / $108,565 City $50,000 / $87,571 $50,000 / $83,565 Regional $50,000 / $87,571 $50,000 / $83,565 Sale Information: Date Amount Recording Qualification Code Book -Page 12/1991 $100,000 15324 -1579 Sales which are qualified 12/1991 $0 15324 -1578 Sales which are disqualified as a result of examination of the deed 5/1986 $78,000 12893 -1952 Sales which are qualified 1/1981 $81,000 11004 -1043 Sales which are qualified Disclaimer: 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: Monday, April 01, 2013 High Velocity Hurricane Zone Uniform Roofing Permit Application Form r r Master Permit No. Contractor's Name: Low Slope Asphaltic Shingles Prescriptive BUR -RAS 150 Section A (General information) Process No Roof Category Mechanically Fastened Tile Metal Panel/Shingles Other. Roof Type New Roof Re- Roofing Recovering Repair Maintenance Mortar /Adhes Are there Gas Vent Stacks located on the roof? Yes No If yes, what type? Natural Roof System Information /I Low slope roof area (ft.2) Steep Sloped area (ft.2) C:� `4 Total (ft.2) iTiTg Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): I. EXSISTING ROOF: SHOW ROOF AS IS BEFORE WORK IS COMMENCED. INDICATE WHICH PART OF ROOF IS HIPPED /GABLED AND WHICH PART IS FLAT, IF APPLICABLE. ■ ■ ■■■■■>,i��■I. �, i� I ■N ■■ ■■1l1IIt�'IIUUI••UUUlU "'■■■■ ■V ■■■■■■■Pi.. ,�. ■ ■ ■ ■ ■■II rte# �� i ■ ■ ■ ■■■rl ■■■■■■Ii�rii /I■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■i\\■NiiN■CNI MAN11 ■ ■ ■ ■■■ ■N■ ■■ ■■■■■■YN■■ ■ ■ ■ ■ ■ ■■■■■ ■ ■[iWO iMREMElriM ■ ■ ■ ■ ■ ■ ■ ■M■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ \`��Nl ■I3NS I■ ■■■■ ■■ ■■■N■■■■■■■■■■■ ■II ■ ■i ■ ■ ■•ui1 N■►Nii_ ■_ ■$111• ■ ■• ■••I•• ■ ■I ■I ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■ rNN��NINENINIII ..4■NN ■N ■FONA ■ ■ ■ ■ ■ ■■ ■■■ ■■■ ■■■■■■■■■■■■ MIIIIM1iii ■■■ ■ii■ ■■■■I■■■■ ■■■■■■■■■■■■ ■■ ■■■■■ ■N■u■••••!UN■N [ MMi■■■■■■■■■■■■■■■■■iU■■■■ I■■■■■■■■■ Iii■■■■■■ N ■E ■ ■NNI ■ ■■■■N■■N ■ ■ ■■■ ■NSEME ■ ■■ ■N■■■■■■■■N■MIMM■■iiiiNN II ■ ■ ■ ■i■■■ ■■■■MEMEM\1 ■ ■■■ ■■■■■■■■■■■■ EMMM■■ ■r■ ■■■■■■■■■■■U■i ■■■ ■. ■■■ ■ ■■■■ ■ ■ ■ ■ ■■ ■ ■ ■CI.CII ■\w ■ ■ ■M ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■' i ■■ ■ ■MNIIMM E■■ ■yr7■ ■■ ■■ ■ ■■ ■■NISI■MAIMMa ■ ■■■ ■ ■ ■I■M ■I►.NMN\■\NNEM\\1■ I■■■■■■■ ■!S! R N■■■■ ■ ■■■■■■■■IN■■■■M■NI■ ■NEB\ ■ ■NNN \1\I■ M■■■■■■■ ■■■l►ME■ NFU, ICON ■II■!C ■ ■ ■ ■ ■ ■ ■ ■ ■ ■MN/I ■MM Nil ■ ■ ■� ANALIBMIC O:\B & Z Forms\Roofing Packet\roofing packet compl .. 012 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Form. Sectio D tee • o • ed Roo S ste Roof System Manufacturer: Notice of Acceptance Number: /1-039s1 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: P2: ita P3: -14TAI6. Rof Slope: ,: 12 S eep Sloped Roof System Description Deck Type: WOccI Type Underlayment: Ridge Ventilation? Insulation: AV-11'1490 Fire Barrier: Fastener Type & Spacing: I RS.grit . rle id Adhesive Type: � _ f- `\ Q Type Cap Sheet: Roof Covering: asip;e1rAido Type & Size Drip Edge: 15.36 2010 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High- Velocity Hufrloane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or2. Compare the values for Mr with the values fromMf:If. the Mfvalues are greater than or equal to the M1 values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based file Calculations PerRAS 127" �Q ' Product Approval Mf. Z f �4 - Product Approval Product Approval if x X21 x a, A -MM g = " Mi2l�`nf+l��dD '-r -t+ Method 2 "Simplified Ilk Calculations PerTabie Below" Product Approval M xequirco Mumenr of a[w awur.. k *',r! •ay..+ . «...•• ....... Mr required Moment Resistance* Mean Roof Height -•3 Roof Slope 18' 20' 28' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 3:12 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 31.6 32.8 34.9 6:12 • 28.4 28.0 29.4 30.8 32.4 7:12 24.4 28.9 27.1 28.2 30.0 *Must be used in coglunctort with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. ForUpUftbased tile systems useMethod3 . Compared the values for F'with the values for prlf the F'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 L ° x w: _ _� • W: x cos B =1#r; Product Approval F' (pet x L - x w: _ _..) - W: x cos 0 = Fry Product Approval iv (P3: x L - x w: W: x cos 8 = Fr; Product Approval F' Where to Obtain information Description • Symbol Where to find Design Prom P1 or P2 or P3 RAS127Tab1e1orbyan engineering analysis preparedbyPBbasedonASCII? Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance big Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length ° width Product Approval Product pP All calculations must be submitted to the buriding official at the time of permit application. 2010 FLORIDA BUILDING CODE -- BUILDING 15.37 • CHAPTER 15, 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 with the required roofing 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 roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with 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 (hose which have no visible delineation between neighboring units (Ie., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. A.. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner �, Q provides the option of maintaining this appearance. J)r) 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wad outlets): 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 ability 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. Owner's/ gerit's Signature. Form AB -326 (Page 2 of 7) New 3/16/09 MJ I7. Date COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (11NC) BOARD AND CODIIADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ODA) Eagle Roofing Products LLC 1575 East C,R, 470 Swaim-0104i 33585 MIAMI -DAD) COUNTY PRODUCT CONTROI, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786) 315 -2590 F (786) 315.2599 )vww,ailamidads,0ov/Gulld an! SCOPE: This NOA is bcirtg 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 BNC - Product Control Section to be used itt Miami Dade County and other areas whore 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 Mimi Dade County) and/or the AH,i (in areas other than Miami Dade County) reserve the right to have this product or.material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufaehtrer will incur the expense of such testing and the AHJ tray immediately revoke, modify, or suspend the use of such product or tnaterlal within their Jurisdiction, BNC reserves the right to revoke this acceptance, if it is determhted by Miatni -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building coda. This product is approved as described herein, and has been designed to comply with the Florida Building Code !minding the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and foflowing statement: "Miami-Dade County Produot Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applleation has been tiled and there has been no change in the applicable buildhtg code negatively affecting the performance of this product. TEI t flNATION of tills NOA will occur after the expiration date or inhere 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 sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be muse 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 tho 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 Offieial. This renews NOA 1107- 1018,09 and consists of pages 1 'through 7. The submitted documentation was reviewed by Alex Tigera, NOA No, 11-0321.03 Expiration Datet 10/05/16 Approval 1)ntot 05/12111 Page 1 of/ Rom= ASSEMBLY APPROVAL 'Category) pub Cntogot'y4 Mafia* Roofing Roofing Tiles Concrete 1, SCOPE; This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by 1i nglo Roofing Products LLC in Sumtorvlllo, 1L.. and described in Section 2 of tltis 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 lit motion 4 herein, The attachment calculations shall be done as a moment based ,system, 2, PRODUCT DESCRIPTION: telnuufnclured 1 ,Appltcg�ri Capistrano Concrete Tile Trite Pieces Dimensions L 17" W 12 IA" Thickness " 1x" 1 s= varies W R varies varying thickness Test $pocixicotlops TAS 112 Product peseriution High profile concrete roof tile. Per direct deck or battened nail -on applications, TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufaetured for each tile profile. NOA No,r11- 0321.03 Expiration Dates 10/05116 Approval Dates 05/12/11 Page 2 of? 2.1 EVIDENCE SUEMiTTRD: `,Perri ; Test Mantilla'. PRI Asphalt Tcohnoiogies PRPP- 001 -02 -02 Rediand Technologies 7161 -03 Appendix 111 Redland Technologies Lotter Dated Aug, 1, 1994 Rediand Technologies P09647 -0I Rediand Technologies P0402 The Canter for Applied 94.083 Engineering, Intl Tito Center for Applied 94.084 Engineering, Ino. The Center for Applied 25- 70944(3, 6 & 9) Engineering, Ina. The Center for Applied 25- 7120 -(1 & 2) Engineering, Inv. The Center for Applied 25- 718343 & 4) Engineering, Ino, The Center for Applied 25. 7214 -(3, 4, &7) Engineering, Mo. The Center for Applied 25- 7804 -4 13nglneering, Inc. Celotex Corporation 520111 -3 Testing Services Celotex Corporation 520191.2 -1 Testing Services Walker Engineering, Inc, Calculations r1I[ ')+7f APPROVED Test Name/Renor{ TAS -112 Statio Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (il4ortar Set) Withdrawal Resistance Testing of screw vs, stnooth shank nails Statle Uplift Testing TAS 101 (Adhesive Set) Statio Uplift Testing TAS 101 (Molter Set) Static Uplift Testing TAS 102 Statio Uplift Testing TAS 102 Statio Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Statio Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier ate. Aug. 2006 Dee, 1991 Aug, 1994 Aug, 1994 Sept. 1993 April 1994 May 1994 Oct, 1994 Nov, 1994 Feb. 1995 Maroh,1995 Sop, 1996 Deo. 1998 Mare+ 1999 Sop, 2006 NOA Nu411- 0321.03 spiration Date: 10 /05/16 Approval Datet 05/12/11 Page 3 of 7 3. LIMITATIONS: 3.1 hire classification Is not part of this acceptance. 3,2 For mortar or adhesive set the applications, a static field uplift test in accordance with TAS 106 mey required, refer to applicable building code. 3,3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perfortn quarterly test in accordance with TAS 1.12, appendix `A'. Such testing shall be submitted to the Building Code Cotnpilance Office for review. 3.4 Minimum undsrlayntent shall be In compliance with the applicable Roofing Applications Standards listed seottou 4.1 herein. 3.5 30 /90 hot mopped underlayment applications nuty be installed perpundtottlar to the roof scope unless stated'otlterw)se by the undorlayment material manufacturers published literature, 3.4 Thts acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicablb buliditt'g eodts, 4. INSTALLATION 4,1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be Installed In strict compliance with Roofing Application Standard 11AS 118, RAS 119 and RAS 120. 4,2 Data For Attachment Calotdatlons Table 1: Average Welght (W) end Dimensions (Ix w ) The Profile Weight W (Ib?) Length-1(ft) Width -w (ft) Capistrano Concrete Tile 10 4,417.... 1.04 Table 2: Aerodynamic Multipliers - A Sfts) Tile A (ft3) A (ft') Profile Batten Application Direct Dock Appltoation, Capistrano Conorete Tile 0.300 0.277 Table 3: Restoring Motnonts duo to Gravity - Mt, (ft -Ibf) Tile Profile 3 " :12" 4 ":12" 8 ":12++ 8 ":92" Greater than 7 " :12" Capistrano Concrete Tile Battens' Dlreot Deck Battens Dlreot Deck Battens Direct Deck Battens Direct peck Battens Direot Deck 6.68 0.99 6.67 6.88 0.44 8.73 6.28 6.66 6.10 8,38 NOA No. :11.0321.03 Expiration Date: 10/05/16 Approval Datat 05/12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 18132" plywood) Direct Deck (min. 19132" plywood) Rattans Capistrano Concrete Tile 2 -10d Ring Shank Nails 28:..-6 41.2 19.4 1 -10d Smooth or Screw Shank Nall 6.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Sorevv 43.2 43.2. 23,1 29,8 10.0 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 1 -10d Smooth or Screw Shank Nail (Save Cllp) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails {Field Cflp) 27.6 27.6 38.6 2 -10d Smooth or screw Shank Nails (have Clip) 38.1 38.1 41.8 2 -10d Ring Shank Naps{ ( 33.1 48.1 j 46.2 . Installation with a 4" tile headia)) and fasterriers are toothed a min. of 2%° from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3'^ 3 large paddy placement of 63grama of PotyProtM. 1 See manufactures component approval for Installation requirements. 2 Flexible Products Company Tilerrond Average weight per pally 10.7 grams. Potyfom Product, Ino. Average weight per patty 8 grams. 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.ti Capistrano Concrete Tile I'otyfoam PoiyPror° Po foam Poh'POTM 38.74' 3 large paddy placement of 63grama of PotyProtM. 4 Medium paddy pfacomen of 24grams of PoIyPr&M. Table 7: Attachment Resistance Expressed as a Moment w Mr (ft -1bf} for Mortar Set Systems Tile Profile Tile Application Mortar Seta Attachment Resistance 24.6 Capistrano Concrete Tile 8 Tile -Tito Roof lie Mortar. _ NOA Nos :11. 0321.03 Bxplralton Dater 10/05/16 Approval Dater 05/12/11 Page 5 of 7 5. LAla1• LXNG All tikes shall bear the imprint or identiflablo marking of the manufacturer's name or logo {Sea Detail Below }, or following statement: "Miat i•Dade County Product Control Approved ". EAGLE® FLORIDA CA1'ISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT • (LOCATED ON UNDERSIDE OF TILE) 6. l3ilxLDXNG PERMIT B QUJ1U M1i NTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice ofAcccptanco. 6.1.E Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. :11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 6 or PROFILE DRAWING. volii gy m. 4,4„„ CAPISTRANO CONCRETE ROOF TILE I;ND OF THIS ACCEPTANCE NOA No.111.032I.03 Explrntlon Date: 10/05/16 Approval Dalai 05/12/11 Page1oil MJAMI• DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) i♦rlAMI -DADS COUNTY PRODUCT CONTROL SECTION €1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 w wc.miamidade.eov'loera 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 (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AN -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. MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for singie 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 RTF1000 N/A ProPackt8i 30 & 100 N/A 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 MIAMI•DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change j158 °F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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 /Renort Date Center for Applied Engineering /194 -060 TAS 101 04/08194 257818 -1 PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM 13 1623 02/01/94 Polymers Division Ranrtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 0621411 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. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTar 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. (iw 2 MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTA4 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 3MT" t 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. 3MTas 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 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. 3MTni 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTP1000 or ProPack0 30 & 100 dispensing equipment only. 7. 3MT+ 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. 3M7°' 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 I: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grans) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 31‘41112-Component Foam Roof Tile Adhesive AH -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 W4(13111001 NI Eavacaureeoaty. Keep adhesive soya. 4 hr. up fronnuepholes Fascia EaaeClosure 1) Plato enough adhesive to achleve91to;13 steeppd2x4'star equate into Incontactxgththepandk aleeppticapp);tatons 2)Tum toms upsidedoaAPlaceadhesive112in. To 1In. From outside edge ot covet ble. Then Instil the Ole. Qnderlayment 1 Nall through plastic camera Ram top porSon oH1eems course cover wal. Mot to stand come ot pan Igea. Ensure cave el of pan and cover Mee are fluahaterte1ne, Eno closure (mon/tsharn) e fascia Sheathing Optional Pda 11ordar �gonal of tPle NOA No.: 12- 0228.18 Expiration Date: 05 /I0 /17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Hail through plastic cement Underlayment 1 Paddy (Beneath tile) 7In. Eve Cana Fasda Weephole Eave closure Odpedge Halt through ptastl NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nell through plastic cement Paddy (between tile) Paddy (under Die) Single paddy In under tile 1 x 3in. Single paddy on under,. laymen Single paddy on top of tile Fa r: *fr. #111'111. In. X7in. medium Ea Ocourse size paddyeave da comae only Nall through plastic cement Nall through plastic cement Undettayment Single paddy under the Single paddy between tUe 21n.x7In. medium size paddy eave course only Waste paddy on under. lament 31n.x 31n. 4 In. Single paddy on top of tile Faye Course Fascia Weephale Eava closure Drip edge Slagle paddy between tile 441n.x3In. Single paddy on undedayment Single paddy on top of tile Save Course Save Closure 2 In. x 7 In. medium site paddy eave course only fascia END OF THIS ACCEPTANCE NOA No.: 12-6228.18 Expiration Date: OS/10/17 Approval Date: 05/10/12 Page 7 of 7 DEPARTMENT OF PERMITTING, 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, Raoin 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www. mianildade.gov /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 Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 09- 0908.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. 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 Weatherlock® Specialty Tile & Metal Underlayment Dimensions 36" x 33.3' rolls 36" x 66.7' rolls MANiJFACTURIGN LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency, Underwriters Laboratories, Inc. IRT- 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 Test Specification TAS 103 Test Identifier RI4610 02 -012 NE1- 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/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTMG 155 ASTM D 4798 & ASTMG 155 TAS 103 / ASTM D4798 ate 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 15132" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II 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. Weather lock® 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 be used with any approved roof covering Notice of Acceptance listing Weatherlock® Specialty Tile & Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not listed, a request may be made to the Authority 1-laving 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 surfacc, 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. END OF THIS ACCEPTANCE NOA No.: 12- 0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 3