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RF-10-251Scheduled Inspection Date: June 17, 2010 Inspector: Bruhn, Norman Owner: GARRIGAN, THOMAS L Job Address: 10562 NE 4 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Building Department Comments June 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 142662 Permit Number: RF -2 -10 -251 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (786)269 -5871 Parcel Number 1122310130210 Phone: 786- 277 -9540 aaaa.W 6�j /6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 135885. Roof penetration must be completed per RAS 111. Provide renail aff. NB ec Page 8 of 20 RE: Permit # �`�O x551 License #: GL ©W , 00 0 Onl fi O'n or about (Date & time) s econdary water barrier work at Signature State of Florida County of Dade: 41 anllo a'w Notary Public, Sate of Florida at Large 7�2'iatiu Voiges `'ilia ye 'e4 e tme .t 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305 -795 -2204; Fax 305. 756.8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or tosba NE's ^AVe DATE: 6116 1° (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 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 J(p day of � . FLORA V C1kailr,5 . tb;w d. ,D D- 1 923 23, 2011 BoNANlj `1'v.RU ASIAN %1C BONDING CO *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 Inspection Number: INSP - 145532 Scheduled Inspection Date: June 14, 2010 Inspector: Hernandez, Rafael Owner: GARRIGAN, THOMAS L Job Address: 10562 NE 4 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: Building Department Comments June 11, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: PL -6 -10 -1038 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number (786)269 -5871 Parcel Number 1122310130210 CERTIFICATE OF AN EXISTING SPACE HEATER VENT ON THE ROOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 16 of 29 GAS CONNECTION, INC. June 3, 2010 TO WHOM IT MAY CONCERN. GAS CONNECTION, INC. IS CERTIFYING THAT THE INSTALLATION OF THE EXISTING SPACE HEATER VENT OUTLET ON THE ROOF IS IN ACCORDANCE OF FBCB 2007 # 604.1, 604.2 AND 605.1 THERE IS NO GAS SERVICE AT THIS ADDRESS AND GAS HOUSE LINE IS DISCONNECTED AND CAPPED OFF. THIS WAS DONEATTHE PROPERTY OF: MANUEL M. ATO STATE OF FLORIDA. COUNTY OF MIAMI -DADE THOMAS L. GARRIGAN 10562 NE 4th. AVE MIAMI SHORES, FL 33138 FOLIO # 11- 22310130210 PERMIT # RF -2 -10 -251 462 NE 146th. TERRACE MIAMI, FL 33161 -2128 Phone (305) 940 -8820 CC # 01P000553 FLA. State LP # 24314 Gasconnectlon373 @bellsouth.net Before me personally appeared MANUEL M. ATO to me well known and known to be the person described in and who executed the foregoing instrument for the purpose expressed. ID: FL Driver License # A300- 553- 46 -086 -0 Exp. March 06, 2018 i111111 ��� i Witness my hand and Official Seal, this .'' day ofJll�. eP �i��� < O =o S ■. 4 co. E NOTARY PUBLIC ° I , A4 2 rcu N. v1, ��� ', � �l 1 • OQO\` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 142663 Permit Number: RF -2 -10 -251 I Inspection Date: May 06, 2010 Inspector: Bruhn, Norman Owner: GARRIGAN, THOMAS L Job Address: 10562 NE 4 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Building Department Comments May 07, 2010 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (786)269 -5871 Parcel Number 1122310130210 Phone: 786- 277 -9540 Page 1 of 1 Passed / ci 2 ; Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 142663 Permit Number: RF -2 -10 -251 I Inspection Date: May 06, 2010 Inspector: Bruhn, Norman Owner: GARRIGAN, THOMAS L Job Address: 10562 NE 4 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Building Department Comments May 07, 2010 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (786)269 -5871 Parcel Number 1122310130210 Phone: 786- 277 -9540 Page 1 of 1 Job Address: Contractor: Type of Tile: Type of Access: App., Sq.Ft: SITE SPECIFIC INFORMATION N2 1817 /05 2 W E (4., /AV S 'Affixes Name :7-62-41 L ziz 6)4 L �. x //ch!i Permit # 2 5 / Install Date: Y" --249- AD 9 2, 0 l 4 far / t T Avprox. Height `) Floor: / Scaffolds: Ladder: Slope: 3 ' 1 Z Test date • .5 - S - /v 1 : 2 ,J2a Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X Shimpo Instrument 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Uplift Pail Test (P or F) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Test (P or F) 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55. 56 57 58 59 60 tlp�_ Test (P or F) 61 62 63 64 65 66 67 68. 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. y Submitted By: Vinayagar M. Balalrishnan V, P .E. State of Florida Lic # 63107 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB cHT. vAnoN.I OEG naa FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 TEST RESULTS P= PASS,F =FAIL 1111111111111111111.11111011111VNIP, AS U 111111111111111111111112 railMfal 3a anamuninanuomitimmummiamminummiessang imailiintaintoffliirimillimmmissainmin IIPliiirek IA UK wataanasammarsimniummainmesseiumm atimumeanunisaatualtaimuurs 111111111111/111111 a fi IMIL1111111111111 111111111111111111111 Ma 111111111111111HIMILAUffilrifill NUM 111111111111111111111111111 Mfaltairgojaititim nom 1111111111111111.1111111111M1111111 1.1111.11111111111M VUTSR111r5111WAIMAIIMESIBARIVO 1101111111111 1. n e"xa Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 10562 4 Avenue Miami Shores, FL 33138- 1122310130210 Block: Lot: THOMAS L GARRIGAN Owner Information Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $300.00 $9.00 $11.20 $331.40 THOMAS L GARRIGAN 10562 NE 4 AVE MIAMI SHORES FL 33138 -2014 (786)269 -5871 Valuation: Total Sq Feet: $ 13,200.00 2550 Contractor(s) Phone CeII Phone KAWALEK ROOFING & PAINTING, INC 786 - 277 - 9540 (305)754 Type of Work: Re Roof Additional Info: ROOFING TILE Classification: Residential February 26, 2010 Address Building Department Copy Parcel Number Phone Invoice # RF -2 -10 -37076 Invoice Total Amt Paid Amt Due $331.40 $331.40 $0.00 Applicant For Inspections please call: (305)762 -4949 Available Inspections: tin: Ti le APPRG VED Expiration: 08/24/2010 CeII Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. 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. 3. Owner(s) name and address: Interest in property: 0 whet- Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. AIL- CII.IA/A. FL3a15'3 8. In addition to himself, Owners designates the following person(s) to iltieeive' a opy tfid i 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: Authorized E ficer/Director/Partner /Manag By �'oi.1• J Print Name Title/Office Signatures ner(s) . )wner( By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this /C day of By ❑ Individually, orU as for ❑ Personally known, or ❑ produced the following type of identification '72 ors? at 1 Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 111 CFlH 201L0R0132i e79 OR Bk 27196 Ps 1808i Ups) RECORDED 02/26/2010 12 :08 :33 HARVEY RUV'INe CLERK. OF COURT MIAMI -DADE CDUI'ITY r FLORIDA LAST PAGE � Q Space above reserved for use of recording of lc 1. Legal description of property and street/address: 105 6 i " ) 1 I , v� " 1 mrtg £ h o r� t ` L 3 2. Description of improvement: Re--roof Mat Effalita:MINMLIAMIll DX 5 Q 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's 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, address and phone number. s l OF g' AOOE f dt,bd s prov, A Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By ;u? (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 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 ERIK ROSARIO Notary Public, State of Florida Commission# DD847074 My MM. WOW !V, g1l L 19 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Supple Titleholder) V �I it /r Phone # t 8 b a b 9 58 Owner's Address OS bd, IVE h Ave_ Cit M,Lhores State Fl_ Tenant/Lessee Name - 1 - 6 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name K(k,' P%- 1 C\ 0 (rP 1 V Phone # 305 9 Contractor's Address P1121 ji7 g` 531051 EL mJ City1 fJ�VV1� State FL Zip 33153 Qualifier Name VNA. \ 01/41✓40 �� Phone # State Certificate or Registration No. Certificate of Competency No. 06 B3.50000 7 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 13,aO© Type of Work: ['Addition DAlteration Describe Work: e e - oilf o 105 b■ WE 4/ A ve NO Permit No. Pin 0 Master Permit No. Zip 33138 Phone # County Miami -Dade Zip Phone # Square / Linear Footage Of Work: 50 DNew g Repair/Replace ❑ Demolition exis 1 of , kxtin c 6-e cola co lord. Pion (IA, lend, 0 1�l1 h (knew tin er color ►, e Ie- S w 1+ i�- 41i31P * * **** *, * *, ** ** * * * * *, * *, ** * * * * * *, ***F *********** ��^^O Submittal Fee $ 5 Permit Fee $ 5 (_Z) Notary $ Training/Education Fee $ R,' Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ FED 1 8 2010 11 Roofing CCF $ 640 CO /CC Technology Fee $ l O Zoning $ Structural Review. $ Total Fee Now Due $ e9 .4C) See Reverse side —� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature / % Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this /6 The foregoing instrument was acknowledged before me this day of Irc 1) , 20 J by day of , 20 , by who is personally known to me or who has produced F D.s , who is personally known to me or who has produced NOTARY PUBLIC: Sign: APPLICATION APPROVED BY: (Revised 02/08106) As identificzr+ »' and whn tlirl talre an nath ERIK ROSARIO .�, Notary Public, State of Florida Commission# DD847074 My Gomm, expires Dec , 21, 2012 fiNEmemmaggpmemmiimpuipsum Print: �r� 4 #o ,Sa// My Commission Expires: /07/0// c) / 9: 76 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print•. My Commission Expires: Plans Examiner Engineer Zoning ELECTRICAL CONTRACTORS 1936 N.E. 148th Street North Miami, Florida 33181 (305) 949 -6373 alliaNNINP . / 2"e. wit (3) 2/0 F 0 C.w.g. 200amp M.B. Panel A 2 U.G. from FPL Penn Davis 54 NW 94th Street Miami Shores, FL. 33138 10' gr. rods min. 6' apart State of Florida County of Dade To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Notary Public, Sate of Florida at Large - r/ rm Slotted 'Nave &4 Ve rite 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 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. �o r6 2 - W 4L.4. Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: ® The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 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) ERIK ROSARIO Notary Public, State of Florida Commlasior# D0847074 My comm. expires Dec. 21, 2012 The undersigned, being the first duly sworn, deposes and says that he /she is the O &W VY for the above property mentioned. Sworn to and subscribed before me this Date: 9;0 /.. ‘Z/4" Print Name day of FCi co/f * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,992 Lot Size: 10,700 SQ FT Year Built: 1947 Legal Description: FIRST ADD TO PASADENA PARK LOT 7 & S25FT LOTS 8 & 9 & N1/2 LOT 6 BLK 11 PB 6-82 LOT SIZE 100.000 X 107 OR 14696 -2743 0990 1 COC 22558 -3731 07 2004 4 Year 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$80,947 $50,000/$80,817 County: $50,000480,947 $50,000/$80,817 City: 850,000/$80,947 $50,000/$80,817 School Board: $25,000/$105,947 $25,000/$105,817 Folio No.: 11 2231 - 013 - 0210 Properly: 10562 NE 4 AVE Mailing Address: THOMAS L GARRIGAN 10562 NE 4 AVE MIAMI SHORES FL 33138 -2014 Year 2009 2008 Land Value: $155,203 $213,771 Building Value: $206,542 $206,546 Market Value: $361,745 $420,317 Assessed Value: $130,947 $130,817 Sale Date: 7/2004 Sale Amount $0 Sale O/R: 22558 - 3731 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales Year 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Report Page 1 of 1 ad e, 1 My Home Property Information Report Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: FClose window] Sale Information: FClick here to Printl This report was created on 2/18/2010 9:04:48 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. MIA.MI•DADE http:// gisims2. miamidade .gov /myhome /proptext_print .asp ?folio = 1122310130210 &cmd = 2/18/2010 MIAMI -DADE COUNTY d OFFICE OF THE PROPERTY APPRAISER 111 114 1 STREET SUITE 710 MIAMI, FLORIDA 33128 -1984 10 111 DIEM MI R/E FOLIO: 11 -2231- 013 -0210 MILLAGE CODE: 1100 0111 � THOMAS L CARRIGAN 10562 NE 4 AVE MIAMI SHORES, FL 33138 -2014 01 01 172276 Al The taxing authorities which levy property taxes against your property will soon hold Public Hearings to adopt budgets and tax rates for the next year. The purpose of these Public Hearings is to receive opinions from the general public and to answer questions on the proposed tax change and budget Prior To Taking Final Action. Each taxing authority may Amend or Alter its proposals at the hearing. FIRST ADD TO PASADENA PARK LOT 7 & S25FT LOTS 8 & 9 & N1 /2 LOT 6 BLK 11 PB 6 -82 PROPERTY ADDRESS 10562 NE 4 AVE NOTICE OF PROPOSED PROPERTY TAXES AND PROPOSED OR ADOPTED NON -AD VALOREM ASSESSMENTS DO NOT PAY THIS IS NOT A BILL Total (This amount is included in Total Property Taxes above • If you feel the market value of your property is inaccurate or does not reflect fair market value, or if you are entitled to an exemption that is not reflected above, contact your county property appraiser at: (786) 331 -5321 111 NW 1 STREET 8Th FLOOR (8:30 AM TO 4:30 PM) • If the property appraiser's office is unable to resolve the matter as to market value or an exemption, you may file a petition for adjustment with the Value Adjustment Board; petition forms are available from the county property appraiser and must be filed on or before: SEPT. 18, 2009 •Your final tax bill may contain non -ad valorem assessments which may not be reflected on this notice such as assessments for roads, drainage, PTX garbage, fire, lighting, water, sewer, or other governmental services and facilities which may be levied by your county, city, or any special district. R. 06/2008 (561) 627 -3386 Children's Trust 80,947 34.04 40.47 38.21 9/14, 5:01 PM, MIAMI DADE NOLFSON CAMPUS 300 NE 2 AVE VOWS AF PI)VEI)� BLDG 3000 (305) 571 -5700 C 80,947 23.03 30.76 30.76 SEE COUNTY PUBLIC HEARING ABOVE School 105,947 27.94 31.47 31.47 SEE PUBLIC SCHOOL HEARING ABOVE Fire 80,947 3.39 3.40 3.40 SEE COUNTY PUBLIC HEARING ABOVE Miami Shores 80,947 53.16 .. 57.14 SEE CITY PUBLIC HEARING ABOVE # OP AXE 2,176.52 2 .04 2,449.95 COLUMN 1* . • LUMN 2* C LUMN 3* *SEE REVERSE SIDE FOR EXPLANATION Your property value last year. Market Value Assessed Value Total Exemptions County Taxable Value 2008 420,317 130,817 50,000 80,817 Your property value this year. 2009 361 130,947 50,000 80,947 PROPOSED OR ADO ' ED NON - AD VAT %`' M ASSESSMENTS Levying Authority Purpose of Assessment Units Rate Assessment MIAMI -DADE COUNTY d OFFICE OF THE PROPERTY APPRAISER 111 114 1 STREET SUITE 710 MIAMI, FLORIDA 33128 -1984 10 111 DIEM MI R/E FOLIO: 11 -2231- 013 -0210 MILLAGE CODE: 1100 0111 � THOMAS L CARRIGAN 10562 NE 4 AVE MIAMI SHORES, FL 33138 -2014 01 01 172276 Al The taxing authorities which levy property taxes against your property will soon hold Public Hearings to adopt budgets and tax rates for the next year. The purpose of these Public Hearings is to receive opinions from the general public and to answer questions on the proposed tax change and budget Prior To Taking Final Action. Each taxing authority may Amend or Alter its proposals at the hearing. FIRST ADD TO PASADENA PARK LOT 7 & S25FT LOTS 8 & 9 & N1 /2 LOT 6 BLK 11 PB 6 -82 PROPERTY ADDRESS 10562 NE 4 AVE NOTICE OF PROPOSED PROPERTY TAXES AND PROPOSED OR ADOPTED NON -AD VALOREM ASSESSMENTS DO NOT PAY THIS IS NOT A BILL Total (This amount is included in Total Property Taxes above • If you feel the market value of your property is inaccurate or does not reflect fair market value, or if you are entitled to an exemption that is not reflected above, contact your county property appraiser at: (786) 331 -5321 111 NW 1 STREET 8Th FLOOR (8:30 AM TO 4:30 PM) • If the property appraiser's office is unable to resolve the matter as to market value or an exemption, you may file a petition for adjustment with the Value Adjustment Board; petition forms are available from the county property appraiser and must be filed on or before: SEPT. 18, 2009 •Your final tax bill may contain non -ad valorem assessments which may not be reflected on this notice such as assessments for roads, drainage, PTX garbage, fire, lighting, water, sewer, or other governmental services and facilities which may be levied by your county, city, or any special district. R. 06/2008 r , ROOF A SEMBI4S ND rEtS 1 8 2090 1 B Y: Master Permit No. Contractor's Name Job Address 15.32 ❑ New Roof Low Slope As attic igies Low Slope Roof Area (SF) TRUCTURES !) Florida Building dodeati n 2004 BY fl h- Velocity Hurricane Zone Uniform Permit Appall cation Form. I _ < DE Section AjGene awaJ P�v 105baNff 1 -1+11 / ROOF TYPE L9 Reroofin ❑ Recovering ROOF SYSTEM INFORMATION e F riI is 10 1 N6t ROOF CATEOOBY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 Mami Shores Village DATE l0 C1',1 TO C ' 1UTANCE WITH ALL FEDERAL rocess No. yt ^ °ID COUNTY RUES AND REGULATIONS 61 Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Steep Sloped Roof Area (SF) x550 Total (SF) 5O 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. ■IIIIIIii 111i »i111111r111 Ilki' e1. ' ■■■�■�■■■ . 1111M1111111111•11111111111111111111111111111111111 II���ii����11�11 111111111111111111 111E70111k11111111111 11111111111111111 EIIIMIIIMM111111 ■•ate■ ■RZMIIIIIIRU■ NMI= 1111111111111111111111111111111111 PLORIDA BUILDING CODS — BUILDING Roof System Manufacturer: A p ®� 1 . NoticQe '7 of Acceptance Number: — ® Minimum Design Wind Pressures; If Applicable (From RAS 127 or CalculationsP1: q u i b P2: loot'? P3: 1 Maximum Design Pressure (From the duct Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof Slope: 3 : 12 Ridge V,e li Lion? Mean Roof Height: U. Steep Sloped Roof System Description \ Deck Type: 11•19 wocgi Type Underlayment: r 3 v rot- Insulation: NI Pk- Fire Barrier: IV Q, Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: � N I N S i 4 1 1 ( 0 . 4 ) 6 S IAN T eFJ 44o s t€de eoa Type & Size Drip Edge: It or h 15.34 Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) FLORIDA BUILDING CODE — BUILDING Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (0 a component Is not used, identify as "NA ") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: PIy Sheet(s) & No. of Ply(s): PIy Sheet Fastener/Bonding Material: Top PIy: Top Ply Fastener/Bonding Material: Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Field ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows _ @ " oc Corner: " oc @ Lap, # Rows CO " oc Number of Fasteners Per Insulatioh Board: Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT. FT. Parapet Height Mean Roof Height FLORIDA BUILDING CODE — BUILDING 15.33 Method 2 "Simplified Tile Calculations Pea Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf FA, required Moment Resistance ROOF ASSEMBLEsaliN10011111.111100mREs Florida Building Code Edition 2004 High-Velocity Hurricane zone Uniform Perm* Application Rohn. SOCU9n E, (Ilse Calculations) For Moment based the systerus, choose either Method 1 or 2. Campmate values for M with the vales from Mp If the Mf values equal to the M values. for each area of the mot then the rib an went method is acceptable. am 1 than or (� n Method 1 " Baaacd The Caltadations Per RAS 127" (� (P 7 1 �x J1 3 3 3 = l , gq Mg: S IN bleb Product Approval Mf 1 401 y (P J ' � oo t 4 r31 3 gi Mg: MA 403. Mr a � s Product Approval M f (P3: l i l�. x 11313 ag Mg L7 i 03 Mr3 k Ptodmx Approval M f 0111 Mean Root Height -} Roof Slope 4 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 32.2 30.4 20.4 28.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 gas 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based dle systems endorsed by the Hayward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared dse values for 1 with the values for& ff the F' values are greater Manor equal to the Fr values, for each arca of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tike Caieuiadons Per RAS 127" (p x L _ x w: g ) - W x cos 0 = F Product Approval F' (P . x L = x w: _ ) - W: x cos 0 = F Product Approval F' xL = xw. t - .....n FLORIDA BUILDING CODE - BUILDING --- - ' r3 rm's= Appatwal F Where to obtain information Description Symms Where to And Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE bated on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M 8 Product Approval Attachment Resistance M Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F Approval Required Uplift Resistance Fr Calculated Average Tile Weigle W Product Approval Tile DimertsionS L= length W = width Product Approval All calculations must be submitted to the building official at the titre of pemhit application. Method 2 "Simplified Tile Calculations Pea Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf FA, required Moment Resistance ROOF ASSEMBLEsaliN10011111.111100mREs Florida Building Code Edition 2004 High-Velocity Hurricane zone Uniform Perm* Application Rohn. SOCU9n E, (Ilse Calculations) For Moment based the systerus, choose either Method 1 or 2. Campmate values for M with the vales from Mp If the Mf values equal to the M values. for each area of the mot then the rib an went method is acceptable. am 1 than or (� n Method 1 " Baaacd The Caltadations Per RAS 127" (� (P 7 1 �x J1 3 3 3 = l , gq Mg: S IN bleb Product Approval Mf 1 401 y (P J ' � oo t 4 r31 3 gi Mg: MA 403. Mr a � s Product Approval M f (P3: l i l�. x 11313 ag Mg L7 i 03 Mr3 k Ptodmx Approval M f 0111 Mean Root Height -} Roof Slope 4 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 32.2 30.4 20.4 28.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 gas 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based dle systems endorsed by the Hayward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared dse values for 1 with the values for& ff the F' values are greater Manor equal to the Fr values, for each arca of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tike Caieuiadons Per RAS 127" (p x L _ x w: g ) - W x cos 0 = F Product Approval F' (P . x L = x w: _ ) - W: x cos 0 = F Product Approval F' xL = xw. t - .....n FLORIDA BUILDING CODE - BUILDING 1524.1 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 initial in the adjacent box indicates that the item has been explained. C Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. t 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). it 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. 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. i tr 4. 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 Florida Building Code provides the option of maintaining this appearance. 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 (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a build up 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 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 r�.luced. It may be beneficial to consider additional venting which can result in extending the service life of the ro SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Owner's /Agent's Sig : ure /Df A CO c - Property Address Date Contractor's Signature Process Number MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 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 (AHJ). 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 Categorv: Sub - Category: Material: 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 1= 17" TAS 112 Saxony 900 w =13" 1 -5132" thick Slate 1- 9/32" thick Shake & Split Shake Trim Pieces 1= varies TAS 112 w = varies varying thickness SUBMITTED EVIDENCE: Test A2encv 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. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 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. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report Date 7161 -03 Appendix In 94-084 94-060A 25- 7183 -6 Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 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) March, 1994 Feb. 1995 25- 7183 -5 Feb. 1995 NOA No.: 07 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 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 Agency Test Identifier 25-7214-1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 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- 7848 -6 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 ELECTRICAL CONTRACTORS 1936 N.E. 148th Street North Miami, Florida 33181 (305) 949 -6373 Dade CC#16353 Broward CC#86 -CME- 1046 -X General lighting: LOAD CALCULATION 1450 sq. ft. X 3 = 4350 (2) appliance @ 1500= 3000 (1) laundry @ 1500 = 1500 8850 (Gen. lighting sub - total) Adjustments: 1st 3000 @ 100% = 3000 remaining (5850) @ 35 %= 2048 5048 (Gen. lighting total) Gen. lighting = 5048 A/C (heat) @ 100% = 10000 Oven = 8000 H.W.H. = 4500 Dryer = 5000 D.W. = 1200 Hot tub (new) = 9000 42748 42748/ 240 = 178.12amps Penn Davis 54 NW 94th Street Miami Shores, FL. 33138 This calculation prepared and submitted by: Scott Thrasher for P & M Electric, inc. EC13001875 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens 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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X ft Tile X (ft) X (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake LIMITATIONS: 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 120. 2. Data For Attachment Calculations NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) 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 Nail 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 -10d Smooth or Screw Shank Nail (Feld Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 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 Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split 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. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLffetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyPron" 118.9' Polyfoam PolyProrm 40.4" 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium paddy placement of 24 grams of PolyProm. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile 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: 09/07/07 Page 5of7 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 ". MONIERLIFETILE 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 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page6of7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MoNIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 074711.03 Expiration Date: 04/26/12 Approval Date: 09107/07 Page 7 of 7 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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: Polypro® AH160 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- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jftrge L. Acebo. MIAM1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 /ft,tA,-as ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro AH160 Foampro® RTF1000 ProPack® 30 & 100 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 of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Dimensions N/A N/A N/A Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA 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 D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] 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. Polypro® 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 Polypro® AH160 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. ■ � r F MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #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 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro+? AH160 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 Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 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. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Portion Who nave MUM cover We. Abut tomondmum of pan tip. Ewe eawend el pan and ay/eras are RIM at eon One. Eava closure (mortar Weephole Fascia Nail through plastic semi Optional PaInkp Warta on langttudInal *a of iffn NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Nall through plastic cement 1 OA* in.x3in. S ingle paddy on undedayment Slagle Paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Coale Single paddy between tile Eave Closure 2In. x 7 in. medium e eave fascia course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7