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RF-11-83TILE TO TILE RE ROOF Passed J Inspector Comments r/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP - 155007 Permit Number: RF- 1 -11 -83 I Inspection Date: March 08, 2011 Inspector: Bruhn, Norman Owner: CLARK, RODNEY Job Address: 125 NW 108 Street Miami Shores, FL 33168- Project: <NONE> Contractor: ZARA INC Building Department Comments March 08, 2011 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 Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (305)756 -7202 Parcel Number 1121360100300 Phone: 305 -856 -6123 Page 1 of 1 CIVIL ENGINEER March 4, 2011 Zara, Inc. 17981 Southwest 41 Street Miramar, Florida 33029 Project: Dear Sirs; no l e test r; port for your revL Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305 -823 -3300 ROOF TILE UPLIFT TEST REPORT Residential Home 125 Northwest 108 Street Miami Shores, Florida Information provided by client: Permit Number: RF- 1 -11 -83 Date Completion: March 1, 2011 Roofmg Contractor: Zara, Inc. Project Number: 11 -0197 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative ofReileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete /clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. st results, eve co elude tliatthe i t lation efthe equire rtientc utlincd in y - mention prof e a th e above referenced project Attached please find a copy ofotr Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation TILE UPLIFT TEST Residential Home 125 Northwest 108 Street Miami Shores, Florida i%4ohamad Sonny Salleh, P.E.49014 Project Manager Reileh Engineering Corporation -- Project Number - 11 -0197 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 125 Northwest 108 Street Miami Shores, Florida Project Number: 11 -0197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 T� it Sta.t Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 11 -0197 — Page 3 of 4 24 • 25 26 27 28 29 30 31 32 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Test 1 -8 Comer, 8 -11 Ridge Caps, 12 -22 Perimeter, 23 -32 Field Reileh Engineering Corporation -- Project Number - 11 -0197 — Page 4 of 4 4 22 9 2 12 21 20 92 94 19 90 29 28 0 24 25 25 26 0 27 14 15 5 17 6 7 I6 8 65' Te51' 111,E FEW 10 f IMMR ® 11 CO a 8 MI704 CAI' a 5 -60C pmitiu 1100 5p CORM 80 5P NO. t51" LOCATION m1:IMesl 17151AANa, a a 5' CORM A M A = 5' X 3' 0 me CAP 11;51" LOCA110N t NO1t5 WOK% 111,E L I?NOTE5 111.E 42' 11-0197 APPROX.1200F Tt51" ILOCA110N5 AN7 PIIUIt;N510N5 Scheduled Inspection Date: March 11, 2011 Inspector: Rodriguez, Jorge Owner: CLARK, RODNEY Job Address: 125 NW 108 Street Miami Shores, FL 33168- Project: <NONE> Contractor: ZARA INC Building Department Comments March 10, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157119 Permit Number: RF- 1 -11 -83 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)756 -7202 Parcel Number 1121360100300 Phone: 305 -856 -6123 TILE TO TILE RE ROOF Passed 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- 155006. Sidewalk must be repaired and a renail affidavit is required. Roof ok. ) (L vt.) A- 1/C re 0 � `- A FFat-4 -- t (67 56 Page 7of8 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Tenant/Lessee Name: Email: . — - goL ?TVMVIS Miami Shores Village ,JAN 1 4 2011 Building D partment OWNER: Name (Fee Sim e')ritleholder): Address: /�(// / Q City: //X/4T 10050 N.E.2nd Avenue, Mi. i Shores, Florida 33138 Tel: (305) 795.2204 F - : (305) 756.8972 INSPECTION'S PHONE N MBER: (305) 762.4949 g Permit No. n-65 JOB ADDIESS: aS W W / B R 4 - T City: Miami Shores County: State: Folio/Parcel #: Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: /j 2 eric 11-7 Phone #:( " ac9 Address: [a l / 13 4 City: State: Zip: ..3.Wag /ek I Qualifier Name: N Rib 4 Phone #: (B64 74 J - 74-67 State Certification or Rekistration #: a 41 a_, ez ack:,°7 Certificate of Competency #: Contact Phone #: (, c ) 9 - INTA 7- Email Address: r IV r / ,Jj . noit DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: Address Description of Work: /=.4E D TZL.E 9 ''•n 432 guar /Linear Foota ❑Alteration ❑New COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: � �'� \1d a� ***************************************F s a: * *** * * ** 2 , **-Cr.************************** Submittal Fee $ Permit Fee $ ,97 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Miami Dade Master Permit No. BY: Phone #:( a4 ` .- , 7a-ba -- Phone #: Zip: 3 3 / 66 - �, /�- zip: ass /tvg ° /a- Flood Zone: UDemolition TOTAL FEE NOW DUE $ 2-P 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 v'ue exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien la �ochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c•, Incement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not *proved and a rei spection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this/el day o � , , 20 f / , by 69We y `•4,4 who is personally known to me o who has produced 1) As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: tic* art: * ************* **** ****** :t: *** ******* ::**********: * *** ******* * * * * ** **** ** ** * * * * **** ***** *********** APPROVED BY Har(Ce! 4' ea f'ie / /ae J MARICELA CASTELLANOS 144Y COMMISSION 4 EE2S222 t 1RES: September 12, 2014 1 r � - � 11.Nosery D iL nt Asses. Co. diJ /—//e (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Signature The foregoing i day of NOTARY PUBLIC: Sign: Print: /V CI V/C-e �9 My Commission Expires: Contractor ment was acknowledged before me thisialli ,20 / /, bye[ who is personally known to me or who has produced 4C. as identification and who did take an oath. Zoning Clerk NOTICE OF COMMENCEMENT 111 1111 11111 1 1111 11111 1 1111 11 111 11111 11 11 3 11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.// Z► 6 cid - DM STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to SiftiWnOLIFL 1 In � O EREB . CER property, and in accordance with Chapter 713, Florida Statutes, the following iron n is provided in this Notice of Commencement. `"� al desc, tion of pro rty and str dress: 2. Description o improvement: 45 ,yigf 3. Owner(s) name and ad Interest in property: : P ,c A: Name and address of fee simple titleholder: 4. Contractor's name, ad • ess and phone number Signature(s) Prepared :y Print Name Title /Office STATE OF FLORIDA COUNTY O IA The fore tru By I -DADE • •i1. -n wa- : Ia / dividually, or Personally kno 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. Signatur By 01 -52 PAGE 3 3/10 ed before for ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) CFN 2011R0040767 OR Biz 27558 Ps 3268e (1ps) RECORDED 01/19/2O11 14:57 :52 HARVEY RLIVI!'!e CLERK OF COURT MIAMI— CDAE'E C :OUHTYr FLORIDA LAST PAGE a _ Space above reserved for use of recording office Surety/, (laymen • • • • • -'red h,_ ;ner-f om- contractor, -if -an 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. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: e // (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. orized Officer/Director /Partner /Manager Prepared By Print Name Title /Office e this /.,3 day of 7 JORGE ZARAGOZI (s)'s A orized Officer/Director/Partner/Manager who signed V26 18 TERRACE By MIAMI, FL - THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PERIOD INDICATED. NOTWITHSTANDING THIS CERTIFICATE MAY BE ISSUED OR EXCLUSIONS AND CONDITIONS OF SUCH LIMBS ItPMR A AMYL X GENERAL TYPE O I NSURANCE POLICY NUMBER POLICY EFFECTIVE DA_TE(MMIDDIYY) POLICYEXPIRATION DATE ((U&A(ODIYY) LIABILITY COMMERCIAL GENERAL LIABILITY GL2007- 759 -01 12/15/10 12/15/11 EACH OCCURRENCE $ 1,000,000 $ 50,000 PREM (Ea ocmaence) CLAIMS MADE ITC OCCUR MED EXP (Any one person) $ 1,000 $ 1, 000, 000 PERSONAL &ADVINJURY GENERAL AGGREGATE $ 1 , 000, 000 GEM AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP AGG $ 1 , 0 0 0, 0 00 7 POLICY 7 JJEPT -: LOC AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON- OWNED AUTOS COMBINED SINGLE LIMIT (Ea acddent) $ — BODILY INJURY (Per ms $ — — BODILY INJURY (Per) $ PROPERTY DAMAGE (Peraocident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY - EAACCIDENT $ OTHER THAN EA ACC $ AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 7 OCCUR CLAIMSMADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORIIERSCOMPENSATIONAND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? dyes, describeunder SPECIAL PROVISIONS below I TOR 1 I E_ R E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORD,. DATE {NIA /DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 01/12/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PRODUCER INSURANCE CENTER OF MIAMI -DADE 9901 NW 117 Way Medley, FL 33178 (786) 888-1215 INSURED ZARA INC COVERAGES 420 SW 18 TERRACE MIAMI, FL 33129 CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 ACORD25(2001/08) INSURERS AFFORDING COVERAGE INSURER INSURERS: INSURER C: INSURER D: INSURER E A: GRANADA INSURANCE GROUP CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE C IMPOSE NO OBLI REPRESENTATIVES AUTHORED REPRE FICATE HOLD ON OR LIAS NAICS D TO THE LEFT, BUT FAILURE TO DO SO SHALL ANY KIND UPON THE INSURER, ITS AGENTS OR @ACORD CORPORATION 1988 D INDICATED. NOTWITHSTANDING ZBRTIPICATE MAY BB (601150 OR 910NS AND 00N54110NE OP SUCH I.wl�r9 5A H OoCURRF.I1 'DS $ TIRE COMM (My orle Fee) $ MBO t tAny $ _ p owAL & ADO NJURY $ GENERAL AGGREGATE • 5 PRODUCTS - OOMP/OP AGG 5 OOMPINEb SINGLE UNIT tee ovidR I ) WILY INJURY (Per Derma$ BODILY NURY (Par =Wan PROPERTY pATeAC6 (Pm eaelden() $ AUTOONIY - imMu 08NT $ OTHERI'HAN EAAOC $ AUTO ONLY:, $ EACH OCCURRENCE $ AGGREGATE $ $ $ 1( q titke SA - EACH AOWDIENT $ 1000000 E.L. $ 1000000 1:,I.D162JI3E- POLICYUMIT $ 1000000 LIMITS $ UMR9 $ 1 standing with ANS. r Wages 0 ANS. A.C, BCC, CERTIFICATE OF LIABILITY INSURANCE PRODUCER Highpoint Wink Fiery I.LC 14160 Da3.M0 Parkway 6500 Dallas, TX 75254 (900) 632 -5096 INSURED: AM5 1 /c /f ZARA, INC. 47.0 s.W. 18TH TERRACE MIAMI. FL 33129 (305) 856 -6123 ram 13091 295 -1698 r.• 1 - ; _ c • THE POUC(50 OP IISURAN06 Liam BELOW HAVE BEEN ISSIRA TO THE INSURED NATAO ABOVE FOR THS POLICY PER ANY REOUIRSAENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOOUMI(IT WITH RESPLOT TQ WHICH TNT MAY PERTAIN, THE INSURANCE AFFORDED BY THE POWCI*S DESCRIBED HERON I9 MUM= TO ALL THE 150M9 EX POLICIES. AGGREGATE LIMITS SHOWN MAY HAYS. BEEN REd1U0® BY PART 0UdW E. TYPE OF + Cd! UA0ILITY COMMERCIAL GENERAL UABIUTY CLAM MADE El OCCUR GENL AGGREGATE LIMIT APPUES PER PouSY f fpg n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HMO AUTOS NONAWNCD AUTOS GARAGE LABILITY ANY AUTO EXGES9 LIABILITY OCCUR EaOLAP SMAOC DEOUCII8(.E RETENTION $ woRKone COMPENSATION EMPLOYERS' UABR.n'Y OTHER DESCROMONOFOPIERATRINIBLOCATIONEMBECLEINICCCLUMONSAPOEDBYENOORSOMEN 1. This cgrtificate remSins in effect, provided the client's account is in goo s Coverage i 00t pF ded for any employe For which the client is not report= Applies to 1004 of the employees of AM.. leased to ZARA, INC.. effECt1ve 04/01/ CERTIFICATE HOLDER I 1 ADDmDNAL NSU RT;R `rriTA CANCELLATION__ __ SHOULD ANY oPTHE ABOVE =ECM= POUCHES BE CANCELLED BEFORE THE EIERRA i0NN DATE THEREOF, THE mums INSURER WILL ENDEAVOR TO NAIL 30 DAYS WRTITBN NOTICE 70 TEE OERTIACATE HOLO5R NAMED Toms AFT. BUT PAVANE TO DO SO SHALL BAP0N NO ODUOATTDN OR UAEHJTY OP ANY IOTA 'UPON THE INSURER, TIN MGM OR RBPRSSsswoWE0. MIAMI SNORER VILLAGE, P: (305) 19U -27.04 F1(3051 796 -8972 ATTN: PERMIT DEPARTMENT 10060 NE 2 AVE MIAMI , FL 33138 ACORD 254 (7197) POLICY NUMBER WC77779990901 THUS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR • • • • - _ _ _. IN$UR5RA: Comoanign Pronetty and Cs3sualty Ine.urax ce C INSURER B; INSURER C NS URER INSURER E 04/01/2010 04/01/2011 AUTHOHtiED REPRTEREETATIER INSURERS AFFORDING COVERAGE CERTIFICATE 140.1061$ ACO9- 13940e }7 7EB 41/12/2010 12.OP. AM Icy ACORD CORPORATION 1603 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITEBUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. 6 /4la-6 // To: City of Miami Shores Building Department 10050 NE 2nd Avenue Miami, FL 33138 Re: Owner's Name O,IeK — Property Address './ iJ /1113 Roofing Permit Number Dear Building Official: I wall Q6nnections of my building because: certify that I am not required to retrofit the roof to The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. El The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this /3 /�T� day o V /400 et ,20i/ (SEA Personally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,458 Lot Size: 9,150 SQ FT Year Built: 1951 Legal Description: DUNNINGS MIAMI SHORES EXT 6 PB 51- 31 LOT 14 BLK 213 LOT SIZE 75.000 X 122 OR 18674 -0018 06 1999 1 OR 18674 -0018 0699 00 Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $53,230 $50,000/ $50,517 County: $50,000/ $53,230 $50,000/ $50,517 City: $50,000/ $53,230 $50,000/ $50,517 School Board: $25,000/ $78,230 $25,000/ $75,517 Sale Date: 6/1999 Sale Amount: $96,000 Sale 0 /R: 18674 -0018 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 2136- 010 -0300 Property: 125 NW 108 ST Mailing Address: RODNEY CLARK 125 NW 108 ST MIAMI SHORES FL 33168 -4312 Year: 2010 2009 Land Value: $50,143 '105,448 Buildin. - - ',120,872 ' 129,926 arzaurnimMirMilE essed Value: $103_'.100,517 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map Aerial Photography - 2009 This map was created on 1/10/2011 4:30:02 PM for re nce purposes only. Web Site © 2002 Miami -Dade County. All right eserved. My Home Miami -Dade County, Florida 14 ft Summary Details: Page 1 of 1 Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: http: / /gisims2.co. miami - dade.fl.us /myhome /printmap. asp? mapurl = http: / /gisims2.miamidad... 1/10/2011 Job Address 125 NW 108 STREET ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) - 0 - 1,807 NO GAS STACKS Florida Building Code Edition 2007 city Hurricane Zone Uniform Permit Application Form ection A Ge eral Information Process No. INCORPORATED 0 C Mechanically Fastened Tile ®MortarlAdhes va S ot T;io 0 Metal Panel/Shingles ❑ Wood Shingleilakel ❑ Prescriptive BUR -RAS 150 0 a. >- ROOF TYPE tn gg Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF CATEGORY ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) 1,807 NO MECHANICAL WORK E 2 k A TVREW2n li 2011 `i. 0 0 cc a a Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Secti D Stee• Slo Roof S stem Roof System Manufacturer:EAGLE ROOFING PRODUCTS LLC Notice of ACCOptariCe Number: 06-0526.09 Minimum Design Wind Pressures,11Applicable (From RAS 127 or Calculations): p - 45.1 p max 2 : - 8.6 p max 3 : - 116,2 Maximum Design Pressure • (From the NOA Specific System): 45.5 Method &Tile Attachment: FOAM (MEDIUM PADDY POLYPRO AH160) Roof Slope: 3 • 12 Ridge Ventilation? N/A So eck Type: ype Underlayment: nsulation: Fire Barrier: Fastener Type & Spacing: Mean Roof Height: 11' 6" !Mr t •APA PCITATS__2 dhesive Type: L rige; e Cap Sheet: °cling Coveting: Type & Size Drip ROOF TILES 26 GA / NC 12 OC P SHEET M Required Moment Resistance` Mean Roof Height Roof Slope 15' 20' 25' 30' 40 ' 2:12 34.4 36.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 322 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 L Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment-based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M If the M, values are greater than or equal to the M, values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment-Based Tile Calculations Per RAS 127" 02 0.282 12.69)44:6.65 = Mn 6.04 NOA M, 45.5 (p - = , 45.5 �i �, 0.282 22.17) - Mg: � . 6� = M 15.52 NOA M (p :__1.6'c A 0.282. 32.77) -Mg: 6.65 =M,3 26.12 NOA M, 4c, 5 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M From Table Below NOA M, `Must be used in conjunction with a list of moment -based hie system endorsed by the Browa County Board of Rules and Appeals. For Uplift-based the systems use Method 3. Compared the values for F with the values for F. If the P values are greater than or equal to the F, values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P x I: __- = x w: = ._. - W: x cos 8: = F„: x I: _- = - x w: = ) - W: x cos 0: = (P xI: = xw:= _._ W: 8: - F A : 3'- NOA F' NOA F' NOA to Obtain information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight H 8 M, M, F' F, w Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA Tile Dimensions I = length w = width Ail calculations must be submitted to the Building Official at the time of permit application. MIAM COUNT, HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. e/Wri 1. 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) 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. [Ei 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). 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 and adjacent units of roofing work to be performed. A 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 owner provides the option of maintaining its appearance. l� 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 � j co � nditions should be corrected. 1i1 6. Overflow scuppers (wall outlets): It is required that rainwater flow 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 requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. OWNER'S NOTIFICATION FORM SECTION 1524 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's/Agent's Signature: Contractor's Signature: Property Address- .eS 4/ 123_01-197 12!09 Date: Permit Number: lb8 a , FL_. ', i,r MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33136 -1563 (305) 375 -2901 FAX (305) 375 -2908 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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: Malibu Concrete 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Malibu Concrete Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing 07320 Roofing Tiles Concrete Dimensions 1= 17" w= 12'" 1/2" thick 1= varies w = varies varying thickness Test Identifier PRI06178 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94 -084 P0631 -01 Test Specifications TAS 112 TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 06-0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 2 of 7 Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Test Name/Report Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) E Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Aerodynamic Multiplier Sep. 2006 Restoring Moment Due to Gravity Sep. 2006 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 3 of 7 able 3::: torin • Moments due to Gray - M, ft-lb Tile Profile, Malibu Tile, ' 3 ":12" ' , A 4 ":12" 5 ":12" 6 ":12" 7 ":12" or • reater 1.417 ect k Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6. 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 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. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 4 of 7 Table 2: Aerodynamic Multipliers - A. ft3) Tile X (ft3) Profile Batten Application Direct Application Malibu Tile 0.305 0.2A 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 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. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mil (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field 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 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W/? from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft-lbf for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyPro 86.1 Pol oam Poi ProTM . 5 A-- Large paddy placement of 54grams of PolyProTM. 5 Medium • . dd • lacement of 2 • rams of Pol • roTM. NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". al EAiii- FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVII.LE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 6 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". al EAiii- FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVII.LE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 6 of 7 NAIL HOLE PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 7 of 7 M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 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 Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A 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 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. 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. 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® AH160 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® AH 160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. 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 Nail through plastic cement Underlaymant ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for top portion of the e course cover die. Abut to second course of pan tiles. Ensure eave emi of pan and cover ties are flush at save line. Eave closure (mortar shown) square Inches In contact with the pan file steep pitch applications 2) Turn covers upside down. Place adhesive 1121n` / To 1 In. From outside edge of cover the ,. � &_ Then hustaU the tile. ., Underlayment 1 ,, r / c \.......0.4. :•#%/ j `iii 1 i Weephole Fascia B Nail through plastic cement Optional Point•up Mortar on longRudhml edges of UN NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAI ' 2 SINGLE PATTY Nail through plastic cement s Att 446 7 Underlayment 7 In. Eave Course Eave Closure 21n. Nag through plastic cement Underlayment Eave Course Paddy (Beneath Tile) 7 In. Fascia Nall through plastic cerncnt Underlayment 7 In. -4in. Eave Cause Paddy (Beneath Tile) Fascia Eave Closure Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement I x3in. Single paddy on under - layment Single paddy on top of file Single paddy under tile Paddy (between tile) Paddy (under tile) fr_ • ofr 2 M. X 7 in. medium size paddy eave Fasc course only Eave course Nail through plastic cement .e' 3in.x3in. 1 , Single paddy o n underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underlayment 1 Single paddy under tile Single paddy between file 2 In. x 7 in. medium size paddy eave course only in. x 3 in. 4 in. Single paddy on under - layment Single paddy on top of the Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile *N, X ff4 OP , 2 in. x 71n. medium size paddy save course only Fascia Eave Closure END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7