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RF-08-853
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/14/2008 Inspector: Grande, Claudio Owner: FERNANDEZ, RICHARD Job Address: 1195 98 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: A -1 JOSE JOSE ROOFING CORP. Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050180100 Lot: Phone: (305)970 -000_ Building Department Comments RE ROOF TILE TO TILE FLAT WHITE CONCRETE MONIER WHITE COATED etoo°°1111 Passed Inspector Comments 7 -1 0 (21h-z74' 0 Sjze 4,e1 ,t-ir-e_410 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, July 10, 2008 Page 2 of 2 ZARA AND ASSOCIA INC Metta -Dade County Approved Testing Laboratory Lab. Certification 015- 1121-06 Roofing Laboratory Testing & Research, Moisture Test, Tile Upd.lft, Fasteners Testing Complete Building & Roofing Inspections Consulting Engineers CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH THE FLORIDA BUILDING CODE TAS -106 Property Address: it %C AI D.. 1(S f ' 't. SLteic e_ Owner's Name: lAeAtoti,tke -4 . Contractor's Name: /91— 3 <ss ' Approx. Square feet area:________ S - Roof Slum: Type of Tde: �1E/'Ei(, — PQ�/'/ aAr„t e.4‘ Date Tested: Testing Equipment Digital Chatillon DFIS 100 # Required Testing Force: 35 Ibs. Permit# Pr- g-0 -&j. Pct oi"07 //— AREA # PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM UNDERLAYMENT PASS FAIL FIeId Perimeter Comers 0 90wd 9 94-ad The static uplift quality control test for the property in question, complies with the florida building code TAS -106. Note; 2 tiles for every 10 ft of hip and ridge will be tested. This testing does not represent a guarantee of any Cain to th roofing system. "ROOFING SKETCH" I _____ _____ ____ _ __ IIIIIIIIIIIIIIIIIMIIII moo d MG11011111111111!l2l1R 111I/111AMI 1111 NI ___ - - - -- - -- ' ■.111111 r111111r1111111111►l ate llPJIIIII ©IIItr.IIIIIr GIIiiIrIIIIIIIIIsi IIIII � NM NM 1111111160in MN in= MN NZ=mom psi mmusM■N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIKAIIIIIMILIZIPIIIIIIIIYJIIIIIIIIMIIIIIPIIIQRIILAIIIIIIIHIIIIIIIIIIIIIIIIIIIIIII NI NM WAWA NM MINIM r1111111=111111111111111METIM11111111111111111112111 N MIMI IIIM NENNIEMI11111111111111111111111111111111111Mero illn111.111111■11111111 •iiumimumiiiuii ISIIU NOTE: OU' Ifr ' f 0TO THE INSPECTIONiL,e 111 RAFAEL E. ►', - ,r A P.E. P.E.# 3`% ; ... SHOW INSPECTOR # t343. 8435 SUNRISE LAKE Blvd.. — BUILDING 43-307 SUNRISE — FLORIDA 33322 Phone #: (305) 345 -3793 • Email: peterizarathotmail.com PETER L. Inspector. / Lab Director Certified General Contractor Certified Roofing Contractor Certified Roofing Inspector mut um mil um HMI MIMI NM UJ JEN CFN 2008R0407049 OR BK 26384 Fs 0567 - 568; (2Pss) RECORDED 05/16/2008 1511:57 HARVEY RUVINy CLERK OF COURTp MANI-DADE COUNTY), FLORIDA Permit No Tax Folio /-3206-ei &Noe NOTICE OF COMMENCEMENT State of F142).'.!‘. ... County of 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) Description of property: (legal description of the property, and str4et address if available) 1-..G41.. ZIA Rev. FL hS40 t-y.-.5.. .. irlifft& A/4 - 11 is— /V g" WU. , ....... . 3.3/3 ir (2) General description of improvement .... (3) Owner information aerdreihze: (a) Name and address ... 333 Fr (b) Interest in property. ...... ..... . ...... .................. ..... ........ . ........... (c) Name and address of the fee simple titleholder (if other' than Owher) (4) Contractor... (name and address). .-X..105.e...t7ca.s.e. .... _ ita ) Surety (a) Name and address (b) Amount of bond $, (6) Lender (name and address). ........ ..... ............. ...... ..................... ...... ......... ..... (7) Persons within the State of Florida designated by Owner upon whoip notices or other documents may be served as provided by Section 713.13 (1) (d)7., Florida Statutes (name and address). 4/ by, /fere., 7 6-0WS-Z69 (8) In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. (9) Expiration date of Notice of Commencement (the expiration date i 1 year from the date of recording unless a different date is spec! BOOK 26 384 PAGE O56 LAST PAGE Swor to and su cribed before me this .30.... day of ... Y 1 ..................... 20.Q. .. ... Zr9 otary Public).................. Commission Expires... )A1 E Of FLOE-Z:`1. , COt '-n. OF r 3E. ' HEREBY CERTIFY b a ^i Bus ' c Hw C oy of i'7 nginai r. C + is office on WiTiVL ' ;nv han d Ciific ai S,32/. ti r.'Fra ?i:�i��Fj) i_17f{�� OR e�1111111111111111111111 11111111111111111111111 RECORDED 05/16/2008 15:11:57 HARVEY RUVIN, CLERK OF COURT, MIAMI -DADE COUNTY, FLORIDA Permit No....... ..... ................... ...... .............. Tax Folio No H.-32O5)(FiNOO NOTICE OF COMMENCEMENT State of ......,`t✓:t....... County of .1.2.taeraf. ..° ..°........ 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) Description of property: (legal description of the property, and street address if available) .. 6f3. -' . i ...I....�,.. ..... t� ... s.. .a. "...' J }tE, 0410 14::... j...........t�.t...a`°`....1r %.... 7841 :� .. ... ::.331. . (2) General description of improvement .e...:- .... �. (3) Owner information B�1 t �r . ' (a) Name and address...` .. ...JLE .4" $1�� , I-� (b) Interest in property... ...... �!l (c) Name and address of the fee simple titleholder (if other than Owner) (4) Contractor... (name and address)...:Nr..�ct5.. ..o .se,..�� c .. ro, , � ... e- Q..IR .Q ' �3 ®.. f..A�' ...,fldcrfrs�.l�- ..,' I..�t ./ �1-.S ?.t.... 'LOr .a!f .. iueZz. Surety � �3 t'�� (a) Name and address ...................... � ..... .... (b) Amount of bond $... .......... ...... ..... ......... (6) Lender (name and address)... ...... ........................................................................................................................................... ............................... (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 and address)....... ........ . ... U ............... .. .. . ...... ............................. r�,�.........hy.. i1.1`�Ctgter& 78G�- o°?9S -Z(�92 (8) In addition to himself, Owner designates BOOK 26384 PAGE 0568 LAST PAGE xi/4- of................ ...... .................... ....... ...... ..... .................. ................ .................. to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. (9) Expiration date of Notice of Commencement (the expiration date i 1 year from the date of recording unless a different date is speci Igna 'e of Owner 5wor to and su cribed before me this 30.... day of .......... otary Public). ...... ..... My Commission Expires I Al E OF FLORIDA, COUNT OF DADE HEREBY CERTIFY that this is a true c y of the arrgmal rd Ills office on7 day of � , AD 20 Glr� WITNE• my Ilan. d Official Seal. - 1ARV RUVI 1, fi '..131(, of we -Agi out Courts 1 I41r4 irr'/ 1% 511 °&loo Qom`►. r. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address / /9S' /v g 6 G ,Sr City/4/11i /1 ores State r4. Tenant/Lessee Name �.-- Phone # Permit No. 1* . ter Permit No. Zip 3/3 Job Address (where the work is being done) // 9s /'t/ /' 9:eY' �- 23/ 3 8, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # //— 3�© 5o% 8'0/ oc) Is Building Historically Designated YES NO 40417 Contractor's Company Name / Yc) 1 i S l° Of? Contractor's dress V.3 d C/ 1-4 Si" !7 City aide P T /Gt �/y� //e'.i Stte Qualifier Name ,x(7,5€© ` Z c State Certificate or Registration No. �3 2 6 V 4 Phone # Zip 3 / Phone # 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit �, 000 Type of Work: DAddition DAlteration Describe Work: Square / Linear Footage Of Work: Vol v ['New Repair/Replace [' Demolition :**** ******** ** **a: **.x****** * ****** *** Fees *********** axe *a:*** *: **** ************ * * * * * ** 2 SD CCF $ Notary $ � Training/Education Fee $ 4.20 Scanning $ "1 .00 Radon $ Bond $ Code Enfor Submittal Fee $ .� Permit Fee $ Structural Review. $ MIAMI SHORES VILLt. Technology Fee $ Zoning $ uble Fee $ Total Fee Now Due $ n.44 • • See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Matiaa Lender s,-,N ppl.icable) Mortgage nders Adds' 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." N Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must vipromise 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 .t o, a certified copy of the recorded notice of commencement must be posted at the job site it for the first inspection which occur seven (7) days after the building permit is issued. In the r°bsence of such posted notice, the inspection will not be tip a rei " ec n fee will be charged Signature er or Agent The Foregoing instrument was acknowle. _ = rbefore me this 5 day ofC ,200F',byRI cirttAxel FerReA,44fL, who is personally known to me or who has produced -1 — As identification and who did take an oath. NOTARY PUBLIC:' SI sign. P Print: NI My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) M*RTHA I. MCGEE Notary Puede - State of Freda MyCoaiodssion Expires Feb 7.201 Bonded Thant NeliomiNatsyMrl. Signature The for day of who i ust on ite the MS IL1 Contractor ent was know -dged f e me 20 W, by� e or who has produced as identification and who did take an oath. we - • -en- .a.. w. a .as a .w - lCt„Y P�,` HENISSE CARRERA Notary Public - State of Florida • _My Commission Expires Feb 22, 2010 M, ',,° ,,,, Bonded By National Notary Assn. My Commission Expires:. 5/& 68 Plans Examiner Engineer Zoning CITIZENS PROWNDTy,JUPRllg CORPORATION 6676 Corporate Center Parkway, aacbo avilee, Portia 32216-0973 'DATE: 4/10/2008 1:r.- ccyy INSURED: CITIZENS 994098 INSURED: RUEBEN SANCHEZ C/O STATE FARM INSRUANCE 15100 NW 67TH AVE 1103 MIAMI LAKES, FL 33014 FERNANDEZ, RICHARD & ANN MCGEE PO BOX 530676 MIAMI SHORES, FL 33153 CITIZENS RENEWAL PREMIUM DUE: 6/04/2008 ITEM PROPERTY ADDRESS BUILDING CONTENTS PREMIUM FACTOR DESCRIPTION 1 Yaur 5% HURRICANE Deductible is: $12,500 Your OTHER WIND Deductible is: $500 $250,000 $115,000 $1,400 ONE STORY MASONRY 1 UNIT DWELLING 1195 NE 98TH ST, MIAMI SHORES One story, Masonry, hip roof, roof covering: Non -FBC Equivalent, Roof Deck Attachment -C, roof wall connection: Toe- Nails, Class C shutters and Year Built Verified: No -1964 Homestead Property If the above characteristics do not accurately describe your dwelling, contact your agent. woe- es'3 RECEIVED MAY n ,9 X000 031967200702 CIT W04 09 07 Page 2 32150 Miami -Dade County. Real Estate Tax Information Page 1 of 1 Show Me: Property Taxes Search By: Select Item Detail Tax Information: Real Estate Tax Info 2007 Taxes Prior Years Taxes Due 2007 Ad Valorem 2007 Non -Ad Valorem 2007 Back Assessments 2007 Enterprise Folio 2007 Historical Abatements 2008 Quarterly Payments 2007 Tax Notice /Memorandum © 2002 Miami -Dade County. All rights reserved. 2007 Taxes Today's Date: 04/24/2008 Last Update: 04/22/2008 Year: 2007 Folio Number: 11 32050180100 MIAMI SHORES Owner's Name: RICHARD M FERNANDEZ &W ANN Property Address: 1195 NE 98 ST Millage Code: 1100 Exemptions : HOMESTEAD 25000 Ad Valorem Taxes by Millage Authority: Taxing Millage rate per $1,000 of Taxable Value Authority SCHOOL BOARD OPERATING SCHOOL BOARD DEBT SERVICE FLORIDA INLAND NAVIGATION DISTRICT SOUTH FLORIDA WATER MGMT DISTRICT EVERGLADES CONSTRUCTION PROJECT CHILDRENS TRUST AUTHORITY COUNTY WIDE OPERATING COUNTY WIDE DEBT SERVICE FIRE RESCUE OPERATING FIRE RESCUE DEBT SERVICE VILLAGE OF MIAMI SHORES OPERATING VILLAGE OF MIAMI SHORES DEBT SERVICE 7.57000 239658 .37800 239658 .03450 239658 .53460 239658 .08940 239658 .42230 239658 4.57960 239658 .28500 239658 2.20670 239658 .04200 239658 7.14000 239658 .67640 239658 Taxes Levied 1814.21 90.59 8.27 128.12 21.43 101.21 1097.54 68.30 528.85 10.07 1711.16 162.10 Amounts due are subject to change without notice. Contact Information E -Mail: proptaxCa) miamidade.gov (305) 270 -4916 Downtown Office: 140 W Flagler St., Room 101 Miami, FL 33130 South Miami -Dade Office: 10710 SW 211 St, Room 104 Miami, FL 33189 Office Hours: Mon - Fri 8:00 am - 5:00 pm Related Links: Tax Collector Property Appraiser Florida State Dept of Revenue Property Tax Home 1 Real Estate Tax Info 12007 Taxes 1 Prior Years 12007 Non-Ad Valorem 2007 Back Assessments 1 2007 Enterprise Folio 12007 Historical Abatements 12008 Quarterly Payments 1 2007 Tax Notice/Memorandum Miami -Dade Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E -mail your comments, questions and suggestions to Webmaster http: / /egvsys.miamidade.gov :1608 /wwwsery /ggvt/txcaw09.dia ?folio = 1132050180100 4/24/2008 A4 JOSE JOSE %ON ROOFING CORPO NE 4501 S.W. 113th AVE, MIAMI, FLORIDA CELL 786 -258 -6016 • CELL M Y 0 9X00 RADIO DISPATCHED ROOFING CONTRACv- -!_.�= 1.1,1,1 L 'G91, e. o „61f TILE ROOF c A) WE WILL REMOVE THE EXISTING ROOF TO A SMOOTH WORKABLE ACE REPLACE AL,,,ROTTEN SHEATHING AND FACIAL FROM A GOOD BEAM TO A GOOD BEAM. is i e, r 0'4 eat B) WE WILL HAUL AWAY ALL ROOFING DEBRIS. e.5 C) WE WILL INSTALL A #30 BASE SHEET ASTM D226 IN A SHINGLE MANNER WITH A FOUR INCH TOP LAP. D) WE WILL INSTALL METAL 3 "x3" WHERE NECESSARY, PRIMED WITH D41 PRIMER. E) WE WILL SOLIDLY HOT MOP ONE #90 ASTM WITH ASPHALT TYPE 1V F) WE WILL INSTALL METAL ANGLE WHERE NECESSARY, PRIMED WITH D41 AND SEALED WITH STUCCO STOP ANCHORED SIX INCHES OFF CENTER. G) WE WILL INSTALL i40'./1YE' TILE. H) WE WILL INSTALL TILE WITH THE APPROVED SYSTEM. j.40 4444, I) WE WILL LAP THE TILE ACCORDING TO THE SOUTH FLORIDA OOFING CODE IN ROOFING AND THE MANUFACTURER RECOMMENDATION. ** THERE WILL BE A YEAR GUARANTY ON LABOR AND WORKMANSHIP. �I 60,4- AND CONDIT1O 1. All work will be according to spy above, oaks instructed otherwise by a Rooms Inspector or Code Officer at the time the job is being performed. 2. Reroofing will be guantuteed specified above. 3. Raising Air Coaditiones and Electrical pipes will be done at owners expense. 4. All permits will be fim>sbedbyA -1 Josef Roofing Corpondion. 5. Refers upon request. 6.A-1 Jose Jose Roofing Corpora is not namonsible for wood eaten by termites. 7. A-1 J Jose Roofing Corpesationis not respon blefordanageof &ivawayorsldewalksdone bytheconyv orbs. &A -1 Jose Jose Roofing Corporation is not reaps le for inside citing which is damage by previous leaks. 9. Please cover all famished if dune is no inside ceiling and open pool. 10. A-1 J Roofing Corporation is not responsible for any damages dorm to pool, or any injuries caused by roofing material which is around the pool area during or after or in the processed of the roofing work, there is no liability by A-1 Jose Jose Roofing Corperadon the owe is to have their own insurance for any ate. 11. If the amount due is not paid the undersigned buyer, general Conti or owner shirt be liable for all reasonable court cost and attorney fees incurred by A-1 Jose Jose Roofing Corporation. 12. Release of liens for labor and material will be provided by A -1 Jose Jose Roofing Corporation on receiving the last payment upon request. 13. Them will be no Painting of any king included on this proposal. 14. We are notresponsble for any pending and or any stzmnlnai engineering defect on the row 15. A -1 Jose Jose Roofing Corporation shall not be held responsible for damages before commencement of, doing or after said work, caused by strive, war, acts of God, sudden rain, storms, windstorms, hurricanes, or event beyond our control. 16. A-1 Jose Jose Roofing Core has no control of the time of the delivery of imported material, and or imported tile. 17. ibis contract may be transferable upon an additional fee. 1& Return check or disbonod clucks under the Florida Statures 125 Mandates a fee of $20.00 or S% of the face amount of the check, which ever is greater. 19. AU roofing work will be in accordance with the SwthMaids Buiblkg Code, in Roofing 2. "FOR FLAT ROOFS ONLY" I am aware of the pondhng water, the roof does pmt do to structural defect and I want the roof to remain as it is and for A-1 Jose Jose Roofis Corporation to proceed unless specified otherwise above. 21. There will be no guarantee on any replacement of any Woken, or missing tiles or r+paceent of any damage or missing shingle unless specified otherwise above. 22. If the asbestos tests slums asbestos either the price will change for the asbestos or this tact will be voided depending on the anal of the asbestos fond in the test, the test will be performed by a licensed asbestos engineer as per South Plaida Bmidng Code in Roofing. Payments till be ib follows: let pmt At Signing contracts 2114 pmt Tm cap inspection approved 3rd putt Mop on inspection approved 4th pmt Tile delvezy Sat pmt When the tile placing is approved S 6th pmt Job is completed S 7th pint When a final inspection is approved S %I ad00ti0° S 000 All material is guaranteed to be as specific. All work to be completed it a worknimship deviation � , _ :,!r only or r You are authorized to do the ACCEPTANCE PROP!>SAI617nee above pates, and cmicfitiom� '�y;.�' � � � � � , � � . Payer will be made as oudined above. Date of Acceptance Tignature % sgnatne X � �.1�� Zap This proprmai , withdrawn try A-1 Jose Roofing c atany tin C belie awe. Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniforrn Permit Application F Pilaster Permit No. Procass No. Contractor's is dame Job Address / frw ROOF CATEGORY 0 Low Slope 0 Mechanically Fastened Tile O Asphaltic 0 Metal Panel/Shingles Shingles 0 Prescriptive BUR -RAS 150 . ROOF TYPE 0 New Roof oofing ❑ Recovering 0 Repair 0 Maintenance 0 Wood NaggelPi LPL" ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4wo 4.00 Section B (Roof Plan) Sketch Roof Plan: INustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels; clearly identify dimwnsions of elevated pressure zones and location of paw STATE AND COUNTY RECHRATIONii Florida Building Code Edition 2004 High Velodty Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer. a0J Notice of Acceptance Number: 7-07//i 01 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: • 1 P3: Maximum Design Pressure (From the NOA Specific System): SI 3 Method of Tile Attachment 71; ze• ago 404o Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: tritgata0 Undedayment Type: Ridge Ventiiati ? Mean Roof Height: 13 r4S7 go Insulation: Fire Barrier: Fastener Type & Spacing: / %I'R• ` `Arte) Adhesive Type: L £E Cap Sheet Type: Roof Covering: Drip Edge Type & Size: a Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form lations Mun-nent hef1 vgi-Pros 4.04th er TvTpthrol 1 nr rrn-rtr5qry. fl M. tiaati •ar TriL kr2filL0.1_4t. A X NOA Mf (P3Vrill Method 2: Shoplifted Tile Calculation Per Table Below Required Moment of Resistance (Mr) From Table Below NOA Mf Mr Required Moment Resistance* Mean Roof Height 0 Roof Slope --- 15' 20' 25' 30' 40' 2:12 34A 36.5 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 5:12 28.4 30.1 31.6 . 32.8 34.9 6:12 26.4 28.0 29.4 30.5 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 Uplift based tile systems use Method 3. Compare the values for F' with the values for F. If the F' values are greater than or equal to the Fr values for each area of the root then the tile aitachment.method is acceptable. Method 3: Uplift Based Tile Calculations Per RAS 127 (Pt: x 1: = x w: = ) -W: x cosO: (Pz: x = x w: = ) - W: x case: (P3: x 1: = x w: = ) - W: x case: =Fri: = Fr2: = Fr3: NOA F' NOA F' NOA F' Where to Obtain Information Description Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 12'7 Table1 or by an_taigincodnganalysis papaws:thy PE based onASCE Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier NOA Restoring Moment due to Gravity Attachment Resistance Mr NOA NOA Required Moment Resistance M Cidculated bormiMum Attachment Resistance NOA Required Uplift Resistance Average Tile Weight Fr w Calculated NOA Tile Dion 1 = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. HIGH VELOCITY H SECTION t 52 E6 REQUIRED OWNERS NOTIFICATION eripitpliPDATriNS 1524.1 As it pertains to this seen, 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 ins of Chapter 15 of the Fla Busidirig Code. Building govern the minimum requirements and standards of the industry for roofing system > ,} . Ally, the following items should be addressed as part of the agreement between the f� • the contractor. The owner's initial in the adjacent box indicates that the item has been explained. own 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) for the purpose of providing that the roofing system meets the wind resistance and water Intrusion rformance standards. Aesthetics (appearance) Issues are not a consideration with respect to workmanship provis- s. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be ,1 as part of the agreement between the owner and the contractor. • 2. Renafting Wood Decks: When replacing roofing, the existing wood roof deck may have to be remelted accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building ;e. (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring un' : t. _. townhouse, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner shouki `off' the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be 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 Florida Building Code provides the this appearance 5. Ponding Water: The current roof system and/or deck of the building may not dry well and may 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 cy and performance of the new roofing system. Ponding conditions may not be evident until the origin - removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not from a build up of water. Perimeter /edge walls or other roof extensions may block this merge if overflow scup y _ - (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance the F , da Buiiding Code, Plumbing. 7. Ventilation: Most roof e structural =; bly (the b t beneficial to trudures have some ability to vent natural airflow through the Interior of existing amount of attic ventilation shall not be reduced. ft may be can extending IC: :« life of the roof. Property Address Permit Number Ravi 12012l Corr r MIAMIO BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 2 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07-0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1= 17" w= 13" 1- 5/32" thick Slate 1-9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test A t cv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifrcatlons TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail. holes. For direct deck or battened nail -on, mortar set or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley termination. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94-084 94 -060A 25-7183-6 25- 7183-5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Dec. 1991 May 1994 March,1994 Feb. 1995 Feb. 1995 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Test Agency. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier, 25-7214-1 25- 7214 -5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25-78484 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March,1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 LEVIITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12E} 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Welght W (Ibf) Length -1 (ft) Width -w (ft) MonierLif@tiie Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: ' amic Multi .hers -). 11 Tile Profile Tile Profile A (ft ) Batten Application % Direct I k Appli -, on MonierLifetile Saxony 900 Slate, Shake & Split Shake 0.289 0.313 Battens NOA No.: 07- 0711.03 Expiration Date: 026112 Approval Data 09/07/07 Page 4 of 7 Table 3: - , fo • Moments due to G - M ft -lb ‘-� Tile Profile 2 ":12" 3 ": ^'" 4 " :12" 5 ":12" 6 ":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Ba Direct Deck :: ttens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07- 0711.03 Expiration Date: 026112 Approval Data 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nall 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -1Od Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave (lip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -1 Od Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment for Resistance Expressed as a Moment Two Patty Adhesive Set Systems Tile Application M, (ft4bf) Mi m Attach Resistance Tile Profile MonlerLifetile Saxony 900 Slate, Shake & Spf# Shake Adhesive 31.3` 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Averaq weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M1(ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyloam PolyProTM 118.93 Polyfoam PotyProTM 40.44 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium paddy placement of 24 grams of PolyProTm. Table 5B: Attachment Resistance Expressed as a Moment - M1(ft lbf) for Mortar Set Systems Tile Profile The Application Attachment Resistance MonierUfetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9' 5. Tile -rite Roof Tile Mortar NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/87 Page5of7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIE1tLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 C=ONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07-0711.03 Expiration Date: 04/26112 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETUJE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07-0711.03 Expiration Date: 04126112 Approval Date: 09!07-07 Page 7 of 7 MADE MIA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 901 E. Kankakee River Road Willmington, IL 60481 MIAMI -DADE COUNTY, FLORIDA MLJ1(O -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tile Bond -Roof Tile Adhesive 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 NOA renews NOA No. 01- 1011.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L Acebo. NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing 07320 Roof Tile Adhesive Polyurethane SCOPE: This approves TILE BOND as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE -BOND, and where the attachment calculations shall be done as an uplift based system. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Product Description Tile -Bond Factory premixed canisters Single component polyurethane foam roof tile adhesive Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. Typical Physical Properties: Pro___p _xert Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 Results 1.91 lbs. /ft.3 10 PSI @ 10% deflection 17.0 lbf @ 180°F, 65% RH for 90 days, concrete to eoncrete 3.96% absorbed by Volume 2.67Perm / Inch 1.01% Volume Change tt -40°C., 2 weeks 10.44% Volume Change @70 °C., 97% Humidify, 2 weeks NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07 /13/06 Page 2 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BOND shall solely be used with flat, low, medium, and 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 T1LE -BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. F° w i2; MS 5. INSTALLATION: 1. TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND. 2. TILE BOND 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 TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE -BOND roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 7. TILE BOND placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. FAch generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum patty Weight per tile {grams) 11.1 Flat / Low Profile #1 Medium Profile #2 11.0 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 Two Piece Barrel #4 11.6 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07 /13/06 Page 3 of 8 LABELING: All TILE BOND containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied 25-7512-1 Engineering 25- 7512 -2 25- 7512 -3 25- 77512 -4 25 -7781 257794 -2 South Research Institute 01.8366-014 Walker Engineering, Inc. Celotex Corp. Testing Services NIA 520111 -1 520111 -2 520111 -3 520111 -4 520111 -7 520111 -8 520111 -12 520135 -3 520135 -4 520135 -5 Test Name/Report TAS 101 TAS 101 TAS 101 TAS 101 Physical Properties Testing SSTD 11 -93 ASTM E108 -95a Evaluation of Test on a Two -pad System TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Date 01/25/96 01/25/96 01/25/96 01/25/96 11/07/96 10/03/96 February 1997 12/16/97 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 02/01/99 02/01/99 02/01/99 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 4 of 8 ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07 /13/06 Page 5 of 8 MEDIUM PROFILE DETAIL #2 NOA No.: 06-0417.02 Expiration Date: 08/23/11 Approval Date: 07 /13/06 Page 6 of 8 HIGH PROFILE DETAIL #3 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 7 of 8 BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 8 of 8 RE: Permit* agO6 7/fiord Siena *loge Solf Demeateme 10050 NE 2^d Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305.756.8972 werrmiamishoresviilage.com INSPECTION AFFIDAVIT , licensed as a ( (Print name and circle License Type) FS 468 Building Inspector License #: /52 V y' On or about 623Dg //id Iiwl, (Date 8 time) secondary water barrier work at Engineer / Architect, , I did personally inspect the roof deck nailing and/or (Complete Job,Site Address) Based upon that examination I have determined the installation was done according to the hlurricane Si State of Florida County of Dade: Man .I (B -- - = , 553.844 F.S) °,P91A1G - °, Leticia MOejaide e h 'h- =Comin;ss to #D0605098 OCT. 15, 2010 141i1%0e WWW.AARONNOTARY.com The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 2 7 71'5 day of Notary Public, Sate of Florida at Large aoo� *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection