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BP-04-1084 (3)Miami Shores Village Building Department Change of Contractor q Permit No. Owner's Nameee Simple Titleholder) � C7'o yvt�Zs Phone # ?)0S 7 RO S 89 9 � P Owner's Address 14D f he W k %IT city � iVl'L S -i1 �S state V L • zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) 1 dro 1 WE to' GT City WOLMI Q402 S County WAPA1 DAG zip 3313 S Legal Description Contractor's Company Name Contractor's Address S :!> X1AJ IV ► WZR.IP. Phone # C� S4 c�S S 02.93 City E -T L/1U d er8 CXlCxl C State F L. zip 3130q. Describe Work: LS VAn -OF&-)aVn C=A�jl%:A I hereby certify that the work has been abandoned and/or the contractor is unable or unwilling to complete the contract. I hold the Building Oficial and the Village of Miami Shoresless from all le al involvement. Signature ✓�- I /-,"L Signature Owner or Agent The foregoing instrument was acknowledged before me this thisL_ 11 /�/ day of A)d V , 20 jg by who is rsonally kno t me or who has produced NOTARY Sign: � Print: R4 My Commission Rev. 09/19/03) As identification and who did take an oath 2A Contractor The foregoing instrument was acknowledged before me day of �f d �, 2006, by tie"3 O'r Alver 641) who is personally known tome or who has produced -1"Kevly 111 AS( 3"43?'0134s identification and who did take an oath. NOTARY Sign: 1 Print: ffitm, L My Commission expi MY COMMISSION 2 DD 481995 EXPIRES: October 20,2M9 Bv*d ft Notary P&C Unbr1wders FPS State Licensed General Contractor +SGC 006451 100 NE 89th Street, El Forfar, Florida 33135 Fax # (305) 759-3825 Off (305) 759-3460 CeU (305) 490-864: November 17, 2006 To., Building Oficial Village of Miatni Shores Via Fax # 305.756, 8972 Refelre]100. RoOf permits # IBP 2004-1054 & RF -2-06-470 1401 NE 1014 Str Please allow Ari Robert Vickers to process a new application for the roofing permits For the above referenced address. Thank youin advance for your cooperation_ Respectfully, Fd Ryan Print name: ..9 1 ) A.IfrW MCKnight M, S. Fames Whorley V',P. ld Ryan, State Licensed Cyeueral Contractor w -Emilie Pinero, Consulting FAA eer V. / Inspe0ion Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Mari Shores, FL Phone: (305)?95-2204 Fax.- (305)755-a972 Inspection Date: 0310312NO Inspector. Grande, Claudio Owner: VICKERS,- ROBERT Jots Address: 1401 101 Street NE Miami Shores Village, FL 33138- Project. 3738 Project. <NGNE' Permit Type: Imported Permit Inspection Type: Hot Map Work Classification: Roof - Now Phone Number ()79099 Parol Number 1132M230140 Block: Lot: Contractor: FLORIDA PROFESIONAL SERV LTD GO Phone: 305-7594450 Inspmbon Worksheet Miami Shores Viilage 10050 N.E. 2nd Avenue mian i Shores, FL Phone: (305)795-2204 Fac: (305)75848972 Inspection pate: 03M31MOS Inspector: Grande, Claudio Owner: VICKER$, ROBERT Job ,Address: 1401 101 Street NE Miami Strom Villa" FL 33138-2344 Project: <NONE> Contractor: FLORIDA PROFESSIONAL SERVICES, LTD Comments Peffnit Type: Roof inspection Type: Hot Nlop Work Classification: Roof - Now Phone Number (305)x'90- 9 Parcel Number 1132050230140 Bl)L*: Lot: f 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 NOY 17 By - Permit Y -- Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) b C))---)C))---)`'� 1 � c-�• Phone it Owner's Address City State AFL '2�0S i90 Zip 33138 . Tenant/Lessee Name Phone # Roofing SF39q Job Address (where the work is being done) 140 l Re 10 1 sT City Miami Shores Village V County✓ Miami -Dade Zip —3 3 1 FOLIO / PARCEL # Is Building Historically Designated YES NO ' t ��� $ 3, Contractor's Company Name 'C 'j} ��� C • Phone # � S S F C) Contractor's `Address S 3d b KW `2 Ave Q A)i —7 City IFT State 'L Zip ?) . Qualifier Name .? eTGV4 Phone # 3 b � 3 31 2), State Certificate or Registration No. Cee d S 8 ©C Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $3,2-12 �S Type of Work: ❑Addition ❑Alteration Describe Work: Phone # Square / Linear Footage Of Work: I"am'1 & - I0-61 SQ) (New ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 1. •�CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $. DPBR $ Bond $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ Se�,�.je„verse side -+ fi���' 2 0 PAID Bonding Company's Name (if applicable) Bonding Company's Address City e 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 114PROVEMENTS 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 estim ed value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lie law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice o comm ncement must be posted at the job site for the first inspection which occurs s ) days after the building permit is issue . In a absence of such posted notice, the inspectio i, t be approv and a einspection fee will be charged. Signature r Signature fA Owner or Agent Contractor y The foregoing instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this day.of LN . , 20 knb by IBJ Y/ day of 110V --320 6K byA 50-953-3"--0 0 who erson y o to me or who has produced who is personally known to me or who has produced/T575-1( � As identification and who did oa as identification and who did take an oath. NOTARY PUBLIC: 0 r, NOTARY PUBLIC: %tD ?tp90`, . ., Sign F;�.. ETHDIAZ Sign: Print: �dld(lr J / Print. OXf (� XPI beu20, 28 re •„ My Commission Expires: My Commission Exp APPLICATION APPROVED BY: (Revised 02/08/06) 10 -71(j . Plans Examiner Engineer =Y Bill To ROBERT VICKERS 1401 101 Street NE MIAMI SHORES, FL 33138-2612 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Invoice Number: imp -11-06-26790 Invoice Date: November 17, 2006 Permit Number: BP2004-1084 Date Fee Name Fee Type Fee Amount 11/17/2006 Change of Contractor Calculated $75.00 11/17/2006 Revision Calculated $35.00 11/17/2006 Scaning Fee Calculated $6.00 11/17/2006 Notary Fee Calculated $5.00 Total Fees Due: $121.00 NOV 2 oho c k Im 4 Friday, November 17, 2006 Miami Shores Village it ���C�o��� Building ding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138Au'l` Y �Bt Tel: (305) 795.2204 Fax: (305) 756.8972 - - m BUILDING Permit NoAp bg - IDgq PERMIT APPLICATION Master Permit No. 115 P6q - 4m FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) tib d Vd V.�-..t Phone # Owner's Address lA q- 1C' City IM 114 %41 0,6et:�5 State Zip 3.3130 Tenant/Lessee Name Phone # Job Address (where the work is being done) 144 ® 1 PJ U7 10 j Lr 5 Tk=cv+ City Miami Shores Village County Miami -Dade Zip �"�- 3 / 3e Is Building Historically Designated YES NO Contractor's Company Name (° iC� I � �C p 5t/ Phone # L_36�)&;Q -86 Y J_ Contractor's Address - /00 �� � f � _% City 47.,&&1( State � zip 33 2 3123 Qualifier State Certificate or Registration No. �'� C ®E7 "Z,0Z Certificate of Competency No. Architect/Engineer's Name (if applicable) /�6/ r� Phone # $ Value of Work For this Permit ���®� Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: w5 Ole Submittal Fee $°..J Q: ,l0 Permit Fee $ 2V 01 5L9 — CCF $ q1. CO/CC Notary $ Training/Education Fee $ q0 Technology Fee $ Scanning $ '+ Radon $ Zoning Bond $ Code Enforcement $ "'-� Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) :Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 by , who is personally known to me or who has produced As identification and who did take an oath NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this 3V day of 20 � by who is perso y �o vn to jnp or who has projueed— NOTARY Sign: Ff - (911.r R t-0 M 0 K N I G H T a�� 4 w c, Nc,ry ?ublic - Stag of Florida Print: e . l;) . ;4 C on mission 8 DD 066241 ly My Co #Exp By National Notary Assn. OCT 2 6 M Plans Examiner Engineer Zoning Chc 05/13/03 me uwin LYO Inspection Date: 02/10/2006 Inspector: Grande, Claudio Owner: VICKERS, ROBERT Job Address: 1401 101 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho,4: (305)795-2204 Fax: (305)756-8972 Miami Shores Village, FL 33138 - Project: <NONE> Block: Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: 1132050230140 Contractor: FLORIDA PROFESIONAL SERV LTD CO Phone: 305-759-3460 Buildina Deoartment Comments Thursday, February 9, 2006 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False qto � Inspector Comments Passed Failed Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Thursday, February 9, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 11/5/2004 Applicant: ROBERT Owner: VICKERS JOB ADDRESS: 1401 NE 101 Building Permit Permit Number: BP2004-1084 Contractor FLORIDA PROFESIONAL SERV LTD CO Local Phone: 305-759-3460 VICKERS ROBERT ST Contractor's Address: 100 NE 89 ST Page 1 of 1 Parcel # 1132050230140 Legal Description: M SHORES BAY PK ESTS PB 55-83 LOT 3 BLK 3 LOT SIZE 99.500 X Fees: Description Amount FEE2004-10885 Building Fee $250.00 FEE2004-10886 CCF $4,20 FEE2004-10887 Training and Education Fee $1.40 FEE2004-10888 Technology Fee $6.25 FEE2004-10889 Scanning Fee $15.00 Total Fees: $276.85 Permit Status: APPLIED Permit Expiration: 2/6/2005 Construction Value: $7,000.00 Work: INSTALLATION OF NEW TILE ROOF Signed: (INSPECTOR) Total Fees: $276.85 Total Receipts: !b°0$° In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 4 OCT 13 2005 MIA I SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Type Insp'n Permit No. 2:Po4 —" i c :4 NameT V /GS Address 14 hf'� Company /y Phone # C 4-90 — S64S Inspection Date Approved Correction ❑ Re-Insp'n Fee ❑ Ma �5 Page Y of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section .0 (Low Sloped Roof System).. Fill in the Specific Roof Assembly components and Identify I (If a component Is not used, Identify as "NA") System Manufacturer. I ._ I NOA No: Design Wind Pressures, From RAS 128 or CeWaWns: Pmaxl: Pmax2: Pmau3: Maximum Design pressure, From the Specific NOA System: Deck W. 5/8" Plywood These decks require a tuner pull test by an approved tet lebmtory Other Deck Type: 1 Joist Spacing: Slope: Anctw/Base Shed & No. of PIy AndwdBase Sheet FasterWftlordnQ Material: ►..d.I.Hnn Rasa LavadS'¢e &TtddMess: 11 Base Insulation Fasterm/Bo To�_ Fast_r►edear Insulation Top t.VWAMze & 0 Base Sheets) & No. of Piy(s): 9r_— — Base Sheet FasWwiBondW Material: & No. of PN Sheet FastWirBonding Material: DePSize & Gauge: 2" face 26 ga. Edge Material Type: Galvanized Metal Hook SWCleat gauge or weight: N/A Coping Metal Top Ply [— Top Ply Fastwrrfn9lBondin Material• FASTENER SPACING FOR BASESHEEf ATTACHMENT Fastener T R.S. Nails Attemata Fasteners: 1. Field: I=- Mc lapsj_(�� " o/c 2. Perimeter. F= " o/c @ laps &[= tows @ L— -t " ok 3. Comers: M " O/C Q laps & Q rows @ L_.J " o/C NUMBER OF FASTENERS PER INSUtAjTO 130ARD Fwd: = Perlrneter: E7Comer. L._ -.--t Page 3 rage i w i High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Rterial, Material Thickness, Fastener Type, Fastener Spacing �t Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. P etw4AHe*ht_ F#. M9mRodH8i&t Rt. Page 3a rage i or i High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: WiiL.1 U -- Notice of Acceptance Number. Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P 1: ly.�____,.� P 217-77112 31 Maximum Design Wind Pressures, (From the PCA Speci is system): Sloped System Description Roof Stops: `112" `Roof Mean Height Ridge Ventilation: Method of TUG Attachment wA Aftemats Tile Attachment Method: �— Clip Spacing for Metal Roof Panels Field: Q Perimeters: Comm Perimeter VAM: Page 4 T�ype__..� lniuMonFFtm Barrier Bowd �r Optlonai Naliable Substrate: l Roof Covering Atlachment Method: -Tl� �ZdFQ1,d �er� Drip Edge size & Gauge 2" � 26 ga. Drip Edge MaWM Type: Ldalvinized Metal Drip Edge Fastener Type: .a a d Z Hod* S#WC[eat ga. or weight wA Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADS COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from W. 9 the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1: xA- Mg: =Mr1:NOA Mf. P2: x - Mg: =Mr1:NOA Mf. P3:x - Mg: =Mr1: NOA Mf:�� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance Mean Roof Height in Feet 15' . 20' 25' 30' 40' Roof Slope 2:12 34.4 1 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 *This Table must be used in conjunction with a fist of moment based tie systems endorsed by the Broward county Board of Rules and Appeals. Page 5 % LA % I'4 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than -or equal to the Fr values, for each area of the roof, then the the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" MI:x1:�=�xw:W. eos8:=F i NOA F' (P2:L_Jxt�xw:w:L_--lxcos W Frz= NOA P (F3:xl:�a�xVr W: xcos 0:soFZ= HOA F Where to Obtain Information Description Symbol Where to Find Design pressure Ig P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7-98 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier h NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. Page 5a SEP 30 2004 12:43 PM FR BRADCO TILE CENTER4 776 2097 TO 13057593825 P.01 MIAM MLOI DAt�COUNTY.FIAMI3A a METRA?-DADE FLAGLER 81,111,I)ING BtWJKKG CODE COMPLIANCE OFFICE (BWQ) PR01KWT CONTD L DIVIS1ON 140WWFLAW18TRW,8UrM 1603 MlAMl, FLORIDA 33130.153 (305) 375-M1 FAX (305} 375-28 Nang OF ACCMANCE (NOA) - M6RkTukftLLC 135 NW 2e Sfteret Boes Ratoa, FL 33431 SCOM This NOA is being issued under the 0pplicaW Toles and re platioIs governing tate use ofoonSM11011 MWWS. The dcamentabort sltbtnitted has bees reviewed by Mmm Dade Cm mty Product Conlrol Division and aoeepW by *9 Board of Rules and Appeals (DORA) to be used in Miami Dade County and other arm wbst allowed by dw Au#hority Having Jurisdiction (AIM. Thus NOA shell not be valid after the expiration date sated below. The Afiami-Dedo County WOdtwt Control Division (In Miami Dade County) and/or the AHJ (m areae otbw than Mdiarni Dade County) reserve the right to have this product or material tem for quality assurance mss. If this prodact or material fails to perform in the: accepted manner, the nnuaboturer will incur the ase of such testing and the AHI my mmiediately revoke, modify, or suspend theme of such product or material within their judsdicsbm BORA reservesthe right to ravob this awAptance, if it is determined by Miard-Dade Cmmnty Product.Control Division that this product or material has to nwt the requirements of the whmVe building mode. This product is approved as described herein, and leas been desigued to comply with the High Velocity HtOrricatre Zoe of the Florida Building Code. D :>iLI MON: spanub'S' Concrete Raaf 71e LAMM: Each unit shall hear a pammmmd label with the mantificturves name or 1090, city, state and following s»m "Miami Dade County Product Control Approved", unless oflmw ise noted herein. RENEWAL of this NOA shall be considered after a renewal apptieatior has been filed and theme has been no chmV m &e applicable building code lav* adeadng the perforrnaree of this product. TEWMATION ofihis NOA will oecr after the +t v tion data or if there has been a revision or change in tare materials, use, andtor manufacture of the product or pto=& NF=m of this NOA as as auda=vmt of any p vduc4 for sales, advertising or any other purposes shall automatically terminate dos NOA_ Fa duce fin comply with any section of this NOA shall be cause for termination and removal of NOA. A DVIRTiSII11ENT: The NOA number preceded by do word Miand--Dade County, Florida, and followed by the c Whation date may be displayed in advertising utast=. If any portion of the NOA is displayed, then it shall be dare it, its entirety. INSPECT ON: A copy of tdfis entire NOA shall be provided to ft user by erre ms=&GW" or its distsibut0rs and shall be available for is tion at the job site at the mqu m of the Building Official. 'This NOA consists of pages I dmoirgh S. The sabm ited do mne ntAm was reviewed by F=* Zudoap. RItC NOA Non 02-1205.07 ON— zvkadon Datft 4iffim Approval Datee0MMM rw 3 at$ SEP 30 2004 12:45 PM FR BRADCC TILE CENTER4 779 2097 TO 13057593825 Tat eco TAW N9 —dft Ted PTmume/R orian The Center far Applied 25-7214-3 Static Uplift Ting muck 19" ' Inc. PA 102 (1 t Ihive Saw, Direct Dwk) Rodland Techmlogies Letter Dated Aug. 1, 1994 Wind Taal Testing Aug. 1994 PA 108 (lam -On) The Center for Applied Prajeot No: 30702.5 Wind Driven Rein. Oct.1994 ecting, Inc. Test #MDC -78 PA 100 Pf0fessianal Service 224.47099 Physical Pr�rdes Sapt.1"4 kwhim Inc. PA 112 Won Cion Testing 5201113 Statist Uplift Testing Des. 1998 service 52D1912.1 PA 101 Mwoh 1999 waum Fatginnduff, hr. Cakxbdm Avrodynamio Multiplier Mwoh 1999 Waker nq�xug, Its. Evaluation Calcule tams 25-70% P&rtwy 1996 Wales EM&eering„ bre. Evaluation caicaledow 25-74% April 19% Wat" Engineering, Ina. Evaluation Calculations 25-7$84 Dumber 25-7804b-9 1996 25-7504.4 & 3 25-7849-6 Walker Engineering,1w. Evaluation calculation 25-7183 Mawh 1995 Walker Eugin ring, Inc. l3 2hatimt Calculate Aerodynainic Multipliers April 1944 Water Engineering, ins. Calculations Two Patty Adhesive Set SyMem April 1999 3. UMITATIONS 3.1 Fire ataW kation is not part of Ads acceptance. 3.2 For vwrw or adhesive set We application.-, a ft& field uplift twt d" be Mdonwd m acxordar;ce with RAS 106. 3.3 Applicant stall retain ft services of a Miand Dade County Certified Laboratory to perform gmmudy test in accordance with TAS 112, qV=ft W. Such testing dWl be sett d to the Bump Code Compliance Office for review_ 3.4 Mi=n and rlayment dWI be in c plience with the applicable Roofing Applicaticm Standards listed section 4.1 hereirL 3.5 30/90 hot mopped undeftment plications may be installed perpendicula to tlt roof slope unless meted o&ft-win by tip u nderlaymimt material m autfa umn published litca'aturo. 3.6 This acceptam is for wood deck applications. Minimum deck mpkementB shall be in compliance with applies biding code. 3.7 May be installed an slopes 7:12 and greater. 4, E"TA.L LATION 4.1 Monier L#fft% Spanish `S' Csnt oW Roof Tile and its componeUts shall be installed in. strict coMlince with Roofing Applin Standard RAS 118, RAS 119, and RAS 120. 4.2 Bats For Anwbmmt Calculations ds NOA Net 02-1205.97 date: Gum" Appravat Dstetavam Page 3 of 5 SEP 30 2004 12:45 PPS FR BRADC4 TILE CENTER4 776 2097 TO 13057593825 ROOFING ASSEMBLY APPROVAL capy: Roofuag Sub-CateM.- High Profile Ronfing riles 1Vlataeriah cane 1. SCOPE This renews a system using Monier Litbtlle Spanish I'Camett Ftoof Tile, as manufactured Mama Lie LLC end desanlwd in Sermon 2 of this Notice of Acwtance. Fm bons wee the priessin r as determined by applicable &ulftg Gode does not exceed 6--e- design presom values obtained by calculations in cwVliance with RAS 127 using the values listed in a vtiun 4 herein. The attacbma calmdatiaas s1a11 be doe as a moment basad System. 2, PRODUCT DESCRIMON Mauufatand by A Tem amodw Product Monier Lifeft r.._s. 1=18" PA 112 High pwfiK ifcrlockW& 00011 c, T Spam T Tile w =10 3!69 ANV4 WAVMMM exuvw Concrete roof min. W thkk tdo equ d with two nail Doles. For direct deck nail -<a, mortar at or adhosive apphcati ms• Trim Pieces 1 M varies PA 112 Accessory tri tonorft roof pieces for use w - varies at hips, r.a, ridges and valley terminatiow varying thiclmess Mamufactared for each We profile. 2.1 SUBMITTED EVIDENCE: Test Aare Test idenii6er Tatmm2amm Do" lead Ted mologies 7161-03 Swic Uplift Testing Dar. 1991 Appeaft III PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tannel Tesfiug Dec. 1991 Appendix It PA 109 (Nail -4n) Redland Technologies P0647-01 Wind Tunnel Testing Aug,19'94 PA,109 (Mortar Set) Redland Teahaologies P0402 Withdraws) Resistance Testing Sept -1993 of spew vs. smooth aluk nons The Center for Applied 94-054 Static Uplift: Testing May 1994 Fmgiaeering, Inc. PA 101 (Mortar Set) The Ceuta for Applied 94-083 Static Uplift Tetfg April 1994 Imo. PA 101 (Adhesive Set) The Center for Applied 25-7183-4 Static Uplift T+g Feb. 1995 End Inc. PA 1402 (2 drive Soon, Dkt Dock) NOAA N94 02-12OS-4'! ZZOVAOMDOW01MM MEN Apgrovid lfatw0V0 Page 2 of P.02 SEP 30 2004 12:46 PM FR BRADCO TILE CENTER4 776 2097 TO 13057593825 P.04 .Table 1: Average Weight (M and Dhnonsbms g x w ) Tile Praills Welghi-W o" Length -1 (jftQj Wldd w (ft) MWWUWe§MMWTi18 9.64 1.8 0.865 Table 2: lc Multilens A Tile . x Prole Dkvd peck Wonlsr Li#eM SWIM `3' Tile I Mm Table 3: Restodrm Moments due to - W6 it -I Tile Profiie 3":12" 4":120 5":12" 6'.12" T":12" of eater Monier LiieWs Spant� T Tile Battens Dkvd Deck Be '1s Det Sa mm D�lc Direct errs Det D1red Dade Sam rs Direct Deck WA 8.61 WA 8-44 N/A 827 1 NIA 8.07 -"' 7.87 Table 4: Attaclunent ReeMom Expmswd as a MoMent - Mr (ft4bt) ThrNall-On Systom TIM FasWnorTyp m"MA Deck direct Deck Prolite (min 19 ' (nun. 13 plyw000 PjYa►oom Monier i-ife0e Swish `S' 2-10dFWg8hsj*Noft 28.6 41.2 1-10d SffKwM or Sew 5.1 6.8 Tile Shm* Nd 2-10d Srnoom wsaiw 6.9 9 Shank IWs 1 .86 screw 20.7 20.7 2 AS Screws 43.2 432 1-10d $mouth or screw 23.1 23.1 AhM* Nab CH 1-100 Srrmm or Screw 29.3 29.3 Shank Nal MM CI' 2-10d SffoM or Smm 27.6 27.6 WHm*NmftQmm- 240d Smoaltl or Screw 3B.1 38.1 Shank Neft Eeve NQA Nw: 02-ln&07 o ^� viphiffen Dom O11 m ApprWWDU"91MM Pap4ofS BEP 30 2904 12:46 PM FR BRADCO TILE CENTER4 776 2097 TO 13057593925 Tae m Aftwhme wed as a Moment - M{ (ft," le P AdrAMM ;1 TSe 111e,Applicadan I Mlnlntum AU=hnmt Table 513: A mchment Resloarm ExpmsW as a Moment - Nh(ft4bl) for Mom: et `Cite Till A#Bchmwd Profits AmOlcathm Rashtance I Monier Lowe fel Tile Mortar Set 24.3 5. LAB1iG All Shm shall bow the iwint or ideafifiable muimg of the maaufactureft RMC Or logo. Or Wowing statement "Miami -Dade Cowry Product CcmUol Approved". 6. WELDING PERMT REQURNTs 61 Application for building permit 4l>$11 W =ompmed by copies of the faROW12F 61.1 This Notice of AcxMbmw. 66.11 Any ottwr dmounents to ptMd by the Mding Officiat or applicable biuNft code in order to p mWly evaivaft dw moa of this system. UIQ PROFILE DRAWRgGS MotvzR LwE rnx SPAaamm aSa C0MMMRooFTmy. AMhL NOA Nw 02420507 %VkVmGa Daw ovum ApprovA ltshzOl/8TM Page 5 of 5 P.®5 ** TOTAL PAGE.05 *m MD . BUILDiE�Tti c�asE IaAnrc$ OFFICE (ate) PRODUCT CONTROL DPMION NOTICE OF ACCEPTANCE (Egg The Dow ChoarWcul Coinpany 200 N. gr aadwsy Crest Hill, 1L• 6"35 h%WV-1DADX COVWrY. FLORMA N1Fs MO DAIXI Ft.+ GUR BUILDING 140 WEST FIAGLER STREET, SUM 1643 MIAAW1, FLORIDA 33134.150 (305) 373 -Ml FAX(305)375.2909 SCOPE: This NOA is being issued under the applicable rules and regalations governing the on of construction materials. The docrr ion submitted has been reviewed by the BCCA and accepted by the Building Cide and Product Review Committee to be used in Miami Dade County and other areas whore allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the e.+tpiration data stated be1mv. The ACCO (In Miami Dade Caunty) and/or the Anti (in arcs other thaA hibunl Dade County) reserve the right to have this product or material tested for quality aworaace ptsr esim if this product or raterial Wh to perform in the accepted mantior, the manufacturer -.viii incur the cqxme of "ch testing and the MG may imme"Icly revoke, modify, or suspand the use of such product or mitterial wkbin their jutifdictioFn. BCCO reserves the right to revoke this auk, if it is determined by BCCO tiayc this product or material fails to meet the requirements of the applicable building ccs. Ilk product is approved as desas61W herein, and has beta designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Tic Bond -Roof Treat Adhesive RENEWAL of this NOA shall be considered after wwrscwat application has Mete tiled and there Inas boon no- chmp in tho applimblca building code negatively affacting the poformance of this product. TERMINATION of this NOA will occur at'tcr the ospicatiou dm or iftha w has been a revision or chaaaga: in the materials, use, an&or mmufactum of tho product or prates. Misum of this NOA as an ondorsomcnt of any product, fast sales. advertising or any other purpom shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for germination and ctrsnoval of NOA. ADVERTISEMENT: The NOA, number preceded by the words Miami -Dade County, Florida, and followed by the mpiration date may be displayed in advertising litermum. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of thin entire NOA shalt be provided to the user by the rttmmAactarer or its distributors and shalt be available for inspection at the job site at the raquest of the Building Official. This NOA exists of pages I through 7. The submitted. 6xumentation was roviewe d by Frank Zuiogp RRC NON No.: 01-1011.01 Espirstion Date: 01tfWW Apprwml Date: 13127/01 Page 1 of 7 QC.f a"a: 04. TWO supiann i rOJ@"9 J® T T TV AWW L' Imn -Mr, ®V .1PLt t I • •• VI L,- VI.- 1 11 �L+ tlonlYC MSEMBLY APPROVAL Cate}lary: ROARS Sub Category: 07320 Roof Tito Adhesive Mslteriai: - Polyuradmne 1.Scopt This approves TILE BOND as nnnufaetuned by The Dow Chemical Company, as described in Section 2 of this Notice of Aacepmacc, designed to comply with The south Florida Widing' Code, 1944 Edition for Miami -Dade County. For the locations where this pressure iequivcmcnts, as determined by applicable building rode, do not exceed the design pressure values-, as obtained by COculatfons in compliance with RAS 127, using TIU-SOND, and who rer the attaahma4 cslculadons shat! be done as an uplift basad s}•stern. 2. l?]RODUCT DTSCRIF'T.CON Manufactured by Yrodoet Anoftnt ZMEHioas Descriptio" rile -Bond Fey premixed canisters Single componom polyurothane fpm rwf tila adhesive 21 Components or products manufactured by others: AnY MiMWDaeic County Product Umml Acptod ltoofTilc Assembly having a cument NOA which list uplift asiamm values with the use of TILE 13i3ND roof the stdltt.sive. 2.2 Typical Physical Properties: Pronertr Density Compressive Strength pile Strength WaW Absorption Maistam Vapor Tou emission Dim s'toaal StabiIlty Test Rexults ASTM D 1622 1.91 lbslft.' ASTM D 1621 10 PST @ 10% defle:etion ASTM D 1623 17.0 lbf @ 1807.65% Rei for 90 days, co ne we to concrete ASTM D 2842 3.96%dbsorbnd by Volume ASTM E 96 2.67Pa= / Inch ASTM D 2126 1.0 1 % Volume Change @ -40T., 2 v=kg 10.44% Volume Changp @70°C., 9rA Hwnidity, 2 wash 3. ]LIMITATIONS 3.1 I•:re rlussification is not part of this accepum=. 3.2 711.E BOND sbhtl solely be used with flat, kw, v diunk and high tile profiles. 3.3 Minimum undorlaymcat shall lac in compliance with the Roofing Application Standard RAS 124, 9Q1.R9Q* t RR NOA No.: 03-1011.41 Expiration Date: 01436116 Approval bate: 1=7101 PAV 207 FELH ear 1V=lb tb: drr FK e u 1jwre �, Asda e+. 40-6/m 3A RoafTile manufacture uquiring aecepm= for the use of TILE -BOND roof tilc adhesive with their tilc assemblies shalt =in =ffliance with RAS 101 with scetlon 10.4 as ritodifW herein. P, ms 4. INSTALLATION 4.1 TILE BOND any used with any saoftile assembly having a current NOA that lists uplift redstmre valises with the use of TILE BOND. 4.2 . TILE BOND shall be applied in compliance with the Component ApplkWlon section and the corresponding Placamew Details noted herein. The roof file assembly's adhesive attachment vpith the: use of TILE BOND shall provide sufficient atmahrneut rasW=e, exprowd as an uplift bme1 system. to meet or exceed the uplift resistance determined in compliance with ttmfgng Application SUmdards RAS 127_ The adhesive awtchmant data is noted in die real' Me ly NOA 4.3 . TUX -BOND moftile adhesive and its components shall be idled in accordance with Roofing Application Standard RAS 120, and The Dow Chemic) Company TILE BOND Operating Instruction and Maintenance Booklet 4A installation must be by a Factory Trained 'Qualified Applicator' approved and li=sfd by The tow Chemins) Company. 4S Pnwwre treated wood fitter blew shall be retiuired on all cave course of all tla profiles. accept on two piece barrcl tilt 4.6 Tilas must bo adhawd in freshly applied adhesive. Tile: mast be set within +4 minutes; aficr TILE BOND has boon dispensed. 4.7 TILE BOND placement and minimum patty weight shall be inVccordancc with the Tkicement Daails' herein. Foch generic We profile re quiree•.s the specific plaesacnt noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profr% Placement Detail 1 Minititnar patty Weight per tilt runes Flat / Low Profile Medium Profile #2 11.0 Efth ffigb Mille ) 03 22.0 t 0 TWO Pura; Sacral #4 11.6 S. LABELING All TILE BOND containers shall comply with the Standard Conditions listed herein. 6. BOLDING PERMIT REQUIREMENTS 6.1 As nWirod by tho Building Official or applicable building code in order to prvpariy cvatuato the installation of this system W0A Na: 01-IDILGI Espirsdan Dater O&MV6 Approval Datc 12121/01 Page 3 or v atieamne.r.. T aje .,l .aeF T T t 9 91EZ a Qn Z13 92 -ARM rma for 1=30 ens. c= rR u t.xra ( r . cK-w rj:7 ADHESIVE PLAC.Km qT DETAIL LOW {FLAT'} PROFILE DETAIL #1 4Ct N NO* Nim 02-1011.01 Esgirmlinn lwft. i81umd Appmvo) Date: 22121101 Fine i of 7 suemnoi TDAWn .JV T T TK AP7 aero ;rp cap ieu rMD t3( 17 0 • c3 rR ivIEDIUM PROFILE DETAIL #2 l u i,s-..a r aVaoc,.� r. ci,.+ n=p ri Admak NOA f(cu U 1-1011.91 EYpirai�m D � A ml Disty 12127102 PW 5 of 7 S -d xueanoA ZQjeo r4 T I TO dcz:130 dR Sa _teIf rCLF r� r L,-,= FAD • Jl rm 4 HIGH PROFILE DzTAIL 03 t u r . nice nZF NCA Na: 0I-1011.01 Q • Eipirdilm DA= MMM Approval DaW.1=7101 Pagc 6 of 7 �. ' d SSLES911PI29 SUWWnDA j=4eO JP I i Tff dEa tso an 92 Jew SAII.REL PROFILE DETAIL #4 I i—VaDrD=u143c3 r.eirst= EMD OF THIS ACCEPTANCE NOA ML: 01-1013.01 Erpum im Dais U8/7."6 AppmVA Date IZiIMI r, PXV 7 off 7 f7'd AU1.99Ci.TV0 suawn02 TOJ@ Y JO TTT& db."+':cn 7n cep Jeu Inspection Date: 03/03/2006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: VICKERS, ROBERT Work Classification: Roof - New Job Address: 1401 101 Street NE Miami Shores Village, FL 33138 - Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Buildina Department Comments Phone Number (305)790-5899 Parcel Number 1132050230140 Block: Lot: Phone: 305-759-3460 Friday, March 3, 2006 Page 2 of 2 Passed I Inspector Comments r �7 , - Failed 14 -1,W Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Friday, March 3, 2006 Page 2 of 2