Loading...
RF-11-2049Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -1,9) Inspection Number: INSP - 167306 Permit Number: RF -11 -11 -2049 Scheduled Inspection Date: December 05, 2011 Inspector: Bruhn, Norman Owner: Job Address: 180 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: EUROTECH ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)825 -7080 Parcel Number 1131010230020 Phone: (954)682 -8162 Building Department Comments RE ROOF TILE TO TILE Passed %i 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- 166281. December 02, 2011 For Inspections please call: (305)762 -4949 Page 37 of 46 RE: Permit # RP H -1-0 l 9 Miami Shores Vitiage Building Department INSPECTION AFFIDAVIT LA-W2-A- M PG'S -Rao h i C�, (Print name and circle License Type) License #: CCU 132703 -i On or about 1///0/11 1P -ci . (Date & lime) Secondary water barrier, work at 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 10 I( licensed a 's. a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and Igo N (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 Signature State of Florida County of Dade: 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 Notary Public, Sate of Florida at Large ° day of /1/0ki ' 692-- 2-at( NOTARY PUBLIC•STATE OF FLORIDA Mary Rose Diana Commission # EE081772 Expires: MAY 01, 2015 BONDED THRU ATLANTIC BONDING CO, INC. *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 Revised on 5121/2009 November 28, 2011 To: Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 C Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net Roof Tile Uplift Test Report Test Date: November 28, 2011 Permit #: RF11 -11 -2049 Address: Alion Properties 180 NW 103rd Street, Miami Shores, FL Contractor: Budget Roofmg, Inc. Roof Pitch: 4:12 Attachment method: Two Component Polyurethane Foam Adhesive — PolyPro AH 160 (NOA 06- 0201.02) Tile Type: Boral Vanguard Roof Tile Device Used: "IMADA DPS 110" force gauge (Serial # 155879E) Total Sloped Roof Area: 17.00 squares All Testing is in strict accordance with the Florida Building Code, 2007 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Roof Area: 17.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 9.00 squares (T25 -T36) 12 12 100% Perimeter Area (2): 8.00 squares (T15 -T24) 10 10 100% No. of Comer Areas (3): 10 (T1 -T10) 10 10 100% Ridge/Hip Areas: 38 pcs (T11 -T14) 4 4 100% Based upon the field tests, I certify that 100% of the static up -lift tests "PASSED" the testing criteria of 35.0 lbf load, and meets the attachment resistance for adhesive Set Systems, as specified in the NOA. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, CeBB Engineering & Testing Co. (NOA 08- 0924.12 revises NOA 07- 1002.07) 11/28/11 Paul Peana, P Fla. Reg. No Cc: Bud r oofin , Inc. Enc. Locat: r Ske. h Calibration Certificate C Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test. T - Tested tiles and Passed; F - Tested tiles and Failed; M - Missing Tiles; B - Broken Tiles; Total Area: - Field Area (1): - Perimeter Area (2): - No. of Corner area (3): - Ridge/hip areas: 17.00 squares 9.00 squares 8.00 squares 10 38 pcs No. of tested Tiles: - Field Area: - Perimeter Area: - Corner areas: - Ridge/Hip areas: 12 10 10 4 TAS 106 TESTS LOCATION SKETCH Permit # RF11 -11 -2049 Alion Properties 180 NW 103`' Street, Miami Shores, FL li_E 771— i —! 1 irk III! t i i 1 I I `IiII :II! —i 1_ —j —i— — i l I f ;41 i s- A. '1 -- i I I uNIA, r •. 1 1 . ... _� .......... • i Main I t 1 * N[ !t11$1 L.......� ! I i i < < i I is I i i r r 1 F, < '- • --Tv— 1 - i ' -� •' "1_ �1..1 _.I— ...I... 3 ice'- 5.:- i 1 a . III! i 1 I l -I:. t • ;: ... 1 .. I —� ;` i (_I,. I h f i 1 1 , 1 I i I I I I << ii I I I i i i I.._! . . „..... .Qom. 1....I •I •s' 1 ! 1 i ! } 1 j.. !.! •I— I1II_I ! .0 i 1 i i i I I i :' I �.. i . iii J-1-1- ..1 1 ; ! � i 1Ir" IQI� i • I i 5 i ..., . . ! . - rt 1 I} E I, t « .1. I ..1J —, .:...i.� 1 i . ..4.rt.tl..,.:, .1 — —' F - �• i..:.1 I I i ! ! • •' S 1_ - _ ,.........,.„„....m6utionow i 1 I 1 i j i ,I . 1 I.i 1 I i- o I I__ r ; —1 i 1 ., V. i i :�YE t 1; 1 I ., i, ; i 1 1 • `! 1.1 1 :{ I i i I E 9I I I I _ Z i i i ■ I 1: t ' )volt i 1 I —i 1 F f ? �4 . i 1. i. _ .i . - .i...}c- { I ' 1 I mo..._. I '.; ! `t I 1 I QQ ..... � 1 I 1 i I i i 1-7 1— : !i i l l 's I I f I i ! I I I i I ! I 1 1 1 I ! F 1 1 i 1 i 71. 1 i i i! i I l i! 1 e I 1 t TAS 106 TESTS LOCATION SKETCH Permit # RF11 -11 -2049 Alion Properties 180 NW 103`' Street, Miami Shores, FL €BB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net TEST RESULTS (P = PASSED, F = FAILED) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 Passed 21 Passed 2 Passed 22 Passed 3 Passed 23 Passed 4 Passed 24 Passed 5 Passed 25 Passed 6 Passed 26 Passed 7 Passed 27 Passed 8 Passed 28 Passed 9 Passed 29 Passed 10 Passed 30 Passed 11 Passed 31 Passed 12 Passed 32 Passed 13 Passed 33 Passed 14 Passed 34 Passed 15 Passed 35 Passed 16 Passed 36 17 Passed 37 18 Passed 38 19 Passed 39 20 Passed 40 C M ta.1 ur 1 cal, Inc. Testing & Consulting Services CEBB Corporation. January 31, 2011 P.O. No. QCM Job No. 11AM -69 CALIBRATION CERTIFICATE IMADA Digital Force Gauge Range 0 -110 Serial # 155879E Standard Lb's Instrument Reads Lb's 10 10 20 20 30 30 40 40 50 50 60 60 70 70 80 80 90 90 100 100 110 110 Results Acceptable.. Calibrated with Instron Tensile Machine, Load Cell. S/N 936, QCM -414, 2 pieces. Range 0 -1000 Lb's.. Accuracy at ±1.0%. N.I.S.T. # Certs #30303, 30304. Date 8/25/2010 - 8/25/2011. Calibrated I.AW. ANSI/NCSL Z540 -1 The accuracy and calibration of this instrument are traceable to the National Institute of Standards & Technology and are guaranteed to meet published secifications. Environmental Condition: 70 °F ±3 °F, approx. 50% RH Date Calibrated 1/31/2011 Date Due 1/31/2012 4e- ciofano ;%Q. C. etallurgical, Inc. 2870 Stirling Road * Hollywood, FL 33020 -1199 * (954) 889 -0089 * Fax (954) 241 -5890 Email: fgrate @gcmet.com Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. QF \� —aQ 9 Master Permit No. ! C it BUILDING PERMIT APPLICATION FBC 20 1 1 N ®v 0 ,y 26 e1 Permit Type: BUILDING ROOFING p� ,�q- ['� G� !," OWNER: Name (Fee Simple Titleholder): ALI O NI PR® IS M I'ES ,`'`Phone #: 305- 52 ✓ 02 `� / v Address: 120 N vJ 10 3 Sr City: M fog- ivi 1° State: f (12 OM Zip: 3 3 /TC) Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Folio/Parcel #: 180 /V tq/ /d3 sr Miami Shores County: Miami Dade // 3 /o/ —023 - oo2 O Zip: 3 3 1504 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: e tJ r--0 r' r F AJ ( PN &hone #: 95C4- 682- VC 2_ /. (3 r S to ,gyp 1r ST/2 ,/' A \? E State: FL Zip: .3 3 3 2- of t- A u R A TA-& Pc Phone#: 959- 6i-??..__,j7/6 Address: City: Qualifier Name: State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: c( C 13 2-7055 Certificate of Competency p #: Email Address: e.0 I' R roeFsOfd nic6(.C®nn Phone#: Value of Work for this Permit: $ -(tom 0 a 0 Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration UNew �,rrtepair/Replace Description of Work: ❑Demolition Ae ce o R/1f Submittal Fee $ Permit Fee $ ,2P f' Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Aral X11 Bending 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 prope • bject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first spectio whioh occurs seven (7) days t 'lding permit is issued. In the absence of such posted notice, the inspection w oved and a reinspectio : ee will b' rged. Signa Owner or Agent The foregoing instrument was acknowledged before me this O 3 day of NOV L 20 t` , by 1V(Er, VA-SS� who is person ly known to me or who has produced (2..‘ As identification and who did take an NOTARY PUBLIC: My Commission E pires: APPROVED BY Signature Contrac The foregoing instrument was acknowledged before me this ® 3 day of WO 546K 20 JJ , by 1- %A 1711-' POI ,,,,, %,ho is personally known to me or who has produced }q� A y orq� ■ cn C 0j 4� r•O V, § My Commission' xpires: p CA N as identification and who did take NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 4%H •y O CH*J CDo Q N OOo co 2.44 P Cr. Zoning Clerk •V% ' 7.• :•••• Cil'e AliCn''...a..tile S.p:ing..•i: A • REGEIPT NO. '1...:••• . •-'•••,-. -• • • CLASSDESCRIP+0 ' ;.; ,. ::"'.'','.''':' . • .... • " ' ...,....:•:...*: . . ::,:`.: . . , :.,. '''''' . • ..... .. . ,•::.;.....:.; .. .. ... • • • TEE'l.'7":„A''.7" $ 45.06 $ 120.75 . ... .. ... . ....., .... .. :. :- ' ..' • •:•4 ' • T.PSNALTY $ 0.00 $ 0.00 • •.:,: .. • • • ., • 12-00001947 12-00001946 • . '' • • . . . . • e.krictions: • SEMLNOLE COUNTY REGULATED CONTRACTORS-PLUMB1NG . .. ... ..... - -... • .. . . . ., ...... .. . • : . • . . • • • • • • .. .. - • . ' . . WARN I NG* a -640.....,..pfkiNi.ok SWAIM-TY WATERMAEing f'APER. ..AND cONTTAINetMCURnY FIBMS- 04.1.401'skCCEPTWrnicur VERIFYING TmE NREeENDE oF:rHE•WATIO.' • • • THE DOCUMENT MOS CONTAINS A sEcuarre ETACKGROUND. THE FACE CONTAINS A VdCIAL Lime WITH TEXrerre OF ALTAMONTE 8pRamm From :Debbie Smith FaxID:Sih19 Insurance Grog Date:8 /19/2011 02:29 PM Page: 2 of 2 OP ID: DO A� °RO� CERTIFICATE OF LIABILITY INSURANCE P A'0`/19111'"' os�19w1 THIS POLICIES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY MD CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder le an ADDITIONAL INSURED, the the terms and conditions of the policy, certain policies may require an endorsement certificate holder in lieu of such endorsemont(s). pollcyjles) must be endorsed. If SUBROGATION IS WAIVED, subject to A statement on this certificate does not confer rights to the CONTACT Shelley Fans PRODUCER 407 -889 -0962 SIHLE INSURANCE GROUP, INC. 407- 774 -0938 P. O. BOX 160398 ALTAMONTE SPRINGS, FL 32716 Tom Knudsen AK N. Poi- 4074M-354Q r . Nok 447.389.8440 AaDORE33: SFaneislhle.corn PRODUCER cusToMFRIDf. BRIAN27 INSURBR(S) AFFORDING COVERAGE NAIL f MUM° Brian Kiarstead Plumbing, LLC 540 N SR 434, Suits 145 Altamonte Springs, FL 32714 (N'SURERA :Old Dominion Insurance Company 40291 InlsuRaRB ;RetailFirst Insurance Co INSURER C: MPG95971 INSURER D : $ 500,000 INSURER E : 1 CLAIMS-MADE INSURER F : $ 10,000 RAGES CERTIFICATE NUMBER: • THIS INDICATED. CERTIFICATE EXCLUSIONS IL aR IS TO CERTIFY THAT THE POLICIES NOTWrrt(STANDINO ANY REQUIREMENT, MAY BE ISSUED OR MAY AND CONDITIONS OF SUCH OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TIPS OF INSURANCE • INSR ,r ' - Woo POLICY NUMBER POLICY EFF (MMIDDIYYYY) 04/14/11 pppoLlc�� ppi�pp (bllr/DDJY1'YYt 04/14112 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERALLIAe1LrtY X coMMERCwL GCNERAL LIABILITY X OCCUR MPG95971 PREM GEs IOEt aN41 Weneel $ 500,000 1 CLAIMS-MADE MED EXP (My one parson) $ 10,000 — GEN'L PERSONAL &ADVIN.URY $ 1,000,000 GENERALAII RELATE $ 2,000,000 AGGREGATE LIMIT APPLIES PEW POLICY ril JEt T El LOC PRODUCTS • COMP/OP AG5 $ 2,000,000 $ AUTOMOBILE _ __. — LIA91UTY ANY AUTO ALLOWNWAUr08 SO-IEDULED AUTOS Hr2E0AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Era OcdCenU $ BODILY MJJRY (Per person) $ rooky PIJJRY (Per accident) $ PROPERTY DAMAGE (Per axldantl $ $ S A X tMMURELLA LIAS EXCESS L UID X OCCUR CLAIMS -MADE CUG95911 04114/11 04/14/12 EACH OCCURRENCE $ 1,000,000 AC7GREGArr $ 1,000,000 X DEDUCTIBLE RETENTION $ 10,000 $ $ B WORKERS COMPENSATION AND EMPLOYERe' LIABILITY ANY O � ED? camvE YI IN (Marldalory In NH) Iryyeba. desaibe under DESCRPTIONQ III.F RATIONSbelow NIA 52038110 07/01/11 07101/12 WCSTATIJ- 0TH - X TORY LIMITS ER el. PAcNACCIPENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICYUMIT $ 600,000 290 A Inland Marine Contracture Equip. MPG95971 04/14/11 04/14112 ---------23-,EN Unsched Dad. DESCRe9nON OF OPERATIONS/ LOCATIONS / VEHICLES (Attach ACME 101, AddISon,l Remark Schedule If more space Is required) Certificate Holder Is Included as Additional nsured with respects to General Liability when required by a written contract for work performed by the Named Insured for the Additional Insured. CERTIFICATE HOLDER CANCELLATION MIAMSHO Mlan,l Shores Villages Building Dept 10050 NE 2nd Miami Shores, FL 33138 _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH NE POLICY PROVISIONS. ALITHORI2EDREPRESENrATWE (/=7 ACORD 25 (2009108) 01988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD C01? S�h� t,e:, r Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: ALioA1J PR- o1°E1 -- (ES Date: LL . Property Address: 18° Al W 1 ©3 sr M fftm i S ifo(.,S� Roofing Permit Number: Dear Building Official: I fMf'Ef- A-S ROEZ bulling because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad J Pip valorem taxation. o 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) certify that I am not required to retrofit the roof to wall connections of my Sign . -ture 77-thL V° A s oRe 'J Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 0 2 day of A) 0 u Au EC `PRY to" " _�,��-: Notary Public - State of Florida • My Comm. F.xpires Jan 30, 2015 1 91 `= Commission # EE 32300 Notary Public, Sate of Florida at Large /A 4 " ° .f ,' Bonded Through National Notary Assn. • 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 budding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 it Pd 470.' I 1 .aE: I r Property Information Map My Home Miami -Dade County, Florida tami +aa6..O. Property Information Map Aerial Photography - 2009 0 • 111 ft This map was created on 11/1/2011 12:35:26 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Clos; Page 1 of 1 MIAMI•DADE, ,) I -r Summary Details: Folio No.: 11- 3101 -02 -0121 Pro se : 180 NW 103 ST Mailing ddress: LION PROPERTIES LLC 180 NW 103 ST MIAMI FL 3150- Properly Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,283 Lot Size: 7,725 SQ FT Year Built: 1946 Legal Description: BONMAR PK ADD A RE- SUB PB 24 -71 LOT 4 TO 6 INC BLK 1 LOT SIZE 75.000 X 103 COC 23770 -1630 08 2005 1 OR 27642 -0766 0211 12 Assessment Information: Year: 2011 2010 Land Value: $62,030 $62,030 Building Value: $98,143 $98,143 Market Value: $160,173 $160,173 $160,173 Assessed Value: $160,173 Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$160,173 $0/$160,173 County: $0/$160,173 $0/$160,173 City: $0/$160,173 $0/$160,173 School Board: $0/$160,173 $0/$160,173 Sale Information: ale Date: r 011 ale Amount: 5 000 ale O/R: 27.42 - 07.66 ales Deeds to or from financial ualfication institutions Descri, lion: View Additional Sales http: / /gisims2.miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 11/1/2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. 7 COPY OF QUALIFIER'S STATE LIC CARD B. ® COPY OF LOCAL BUSINESS TAX RECEIPT C. �`// COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. V COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: EUR-0 TECit al, OR 10 i A/C BUSINESS ADDRESS: 42 62J .s WAJ o29714 57-- CITY .6 A- ui E STATE L— ZIP CODE 3332- BUSINESS PHONE: (91Lf ) 682- 8i 6 a-- FAX NUMBER (9f) ze-7r 98 Ct 3 CELL PHONE ( ) e6-8 392-8 QUALIFIER'S NAME: L -f� g. p- 7 ?- -PCB' S QUALIFIER'S LIC NUMBER: a C e- (3a $70 55 r E -MAIL ADDRESS (IF APPLICABLE): €.urot€.c h C'o eM hrto (- C' ©)1i} Created on 3119109 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 TALPOS, LAURA EURO TECH ROOFING INC 12635 S W 20TH STREET DAVIE FL 33325 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 }r , 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 -831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: EURO TECH ROOFING INC Owner Name: LAURA TALPOS /QUAL Business Location: 12635 S 20 ST DAVIE Business Phone: 9 54 - 4 7 5 - 2 6 7 4 Rooms Employees 4 Receipt #:185 -1365 Business Type :ROOFING /SHEET METAL CONT (ROOFING CONTRACTOR) Business Opened:06 /26/2003 StatelCounty /Cert!Reg :CCCC1327 05 S Exemption Code: Machines Professionals For Vending Business Only • ding Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0 00 0.00; 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LAURA TALFOS /QUAL 12635 S 20 ST DAVIE, FL 33325 Receipt 4#04A- 10- 00013517 Paid 09/29/2011 27.00 2011 - 2012 CTOF ,2011 -11 -02 09:48 DIRT Insurance 1» P1/1 RO CERTIFICATE OF LIABILITY INSURANCE ° ��ii aoi1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the coREflcpto Fielder I9 arl ADDITIONAL INSURED, tho pollcy(Ios) must be endorsed. If SUBROGATION IS WAIVED, subJoct to tho tonne and conditions of the policy, certain polit=ics may roquiro an endorsement, A statoment on this certificate does not Confer rights to the 00111 lcato hoidor In tiou of such ondorsomoaas). PRODUCER DTRT Insurance Group Inc 2400 E. Commercial Blvd. Suite 825 Fart Lauderdale, FL 33308 CON :ACT NAME: F�L U!ag 946-3305 I I ,,_. Nol• (85) 329-38,x$ '�.OAAIL _moms: 8 In p250a9 INSURER(S) AFFOROlNG COVERAGE WSURERA :Centur SUret Com.an NAIL: a INSURED EURO TECH ROOFING, INC 12635 SW 20TH ST Davis, FL 33325 INSIRiERe;Catewa Insurance Com.an INSURER C ; -- --- - -- - INSURSR DI 0$ /0 /1z INSURER el $ 100,000 INSURER B I . -..... 3 100,000 CERTIFICATE NUMBER: REVISION NUMBER; THIS INDICATED. CERTIFICATE EXCLUSIONS INSR Ili IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAKED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY NAVE BEEN REDUCED BY PAID CLAIMS TYPE OP INSURANCE ADOL "SUaR" Lk' .,. POLICY NUMBER POLICY CF ;. ,„r •_�lui POLIOY SRS ,. m ...../ ru LIMITS A GENERAL + LIAD LITY COMMERCIAL GENERALuABWTY OCCUR _ CCA722659 J8/04/]1 0$ /0 /1z EACH OCCURRENCE $ 100,000 PRREwcG5O([ RENTED. rrenom 3 100,000 1 CLAIMS-MADE MEDEXP(An) onepmsen} s 5,000 PERSONAL & ADV INJURY $ 100,000 GENERAL AGGREGATE $ 300,000 — GEN'L AGGREGATE LIMIT APPLIES PGR —I PRICY I 1 mtaT n PRODUCTS - COMPIOP AGO $ 300,000 $ AuT�BILE . _ --. LIA IU Y ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON,OWNEQ AUTOS COMBINED SINGLE LIMIT (Ea bcelderd) - ... $ DODILY INJURY (Per person) $ DODGY INJURY (Per accNent) $ PROPERTY DAMAGE (P ne d fit) $ a -- $ UMORBLLA UAe EXCESS LIAO ' OCCUR CLAIMS -MADE 08/05/11 08/05/12 EACH OCCURRENCE AGGREGATE $ - S �. DEDUOTIBLE RETENTION $ bTAT4- 10m • p5Y)JMIT5 $ B WCRI( Rs COIItAPPNSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIV$ Y t N OFFICER/MEMBE'REXCLUDED? ItNandaterf In NM dyaN dutoilbe OF,scRtPT1ON OF OPERATIONS billow NIA WC7000665000 E.L CACH ACCIDENT $ 1 00,000 E.L DISEASE • EA EMPLOYEE $ 100,000 EL. DISC/SE • POLIGY LIMIT S 300,000 DESCRIP ON eF OP@RATIONS I LOCATIONS I MIRACLES (Attach ACORD lot. mammal Renur$S SUMauls, If more 'Peas Ii i) OCR nrrw% I c rwwcrc Miami Shores Village 10050 NE Ave Miami Shores FL, 33138 --- ---- -- --- - SHOULD ANY CF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH . E POLICY PROM ` •' ; f%y Aunlo�o 1� r-�' NTATnre �r _ ._ ......, . ,% I%mATrnkI All a..we.., raII., I ACORD 25 (2009/09) • The ACORD name and logo are rogistorod marks of ACORD Florida s, r ,esr r•... DRIVER LICENSE CLASS E T412- 520 -74 -844 -0 LAURA TALPOS 12636 SW 20TH STREET DAVIE, FL 33326 -0000 Dos: 09 -24 -1974 sex: F HOT: 6 -10 ISSUED. 0747-2006 co, 012 cuk T^^t R060809040030 SAFE DRIVER .. ...�'.••_..:... 011MWIrket of • motor vehicle cone* *,*e, COMM* to yny eofoIMV 11141 req,a.d by law ROOF ASSEMBLIES AND ROOFTOP STRUCTURES RC- Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. MMCIEEWMIT LIE NOV 032511 BX:._.m._ooa_..___. Section A (General Information) RMaster Permit No. C °- [ I - 1 / 3 7? Process No. Contractor's Name EV (O�7Cf-f laGoT/i� I Nr Job Address / 80 /J uQ 1 1Q 3 S I f4 f >41 i r S � 12-ES ❑ Low Slope ❑ Mechanically Fastened Tile IV Mortar, ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood S ng Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof M Reroofing ❑ Recovering ❑ Repair ❑ Main ROOF SYSTEM i INFORMATION 1® Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Tc tit( /700 Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE — BUILDING BLDG DEPT ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. SP_ntinn_11(Stt_e_T SInT Qd Reef Sy stem) Roof System Manufacturer: White.- Li FEiI VE I' bi- C- Notice of Acceptance Number: o7 -10 2-3 '07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): Ic Roo Slope: 'f- : 12 Steep Sloped Roof Syst m fescriTtion Deck Type: ct ,c 19/32! y woo_N Type Underlayment: Insulation: Fire Barrier: Ridge Ventilation?_ . , 4s11-1 6.22_C •ryPE is 3o # N/A Mean Roof Height: 154 Fastener Type & Spacing: Adhesive Type: AVA MiL-S %mini it rncs FULL.- floe Type Cap Sheet: A TN6.2 9 9o# Roof Covering: V/40 itAtzb /-1. aoNc/2 -E rE 77`c GS 3)`31` 91-14 Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Spctinn F (Tilt Calculllations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pl: xX = ) -Mg: =Mrl (P2: xX = ) -Mg: =Mr2 (P3• x X = ) - Mg: - = Mr3 Product Approval Mf Product Approval Mf Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below 30. Q7 Product Approval Mf T o 5- Mean Roof Height –> Roof Slope 4, 15' Mr required Moment Resistance* 20' 25' 30' 40' 2:12 34.4 36 5 38.2 39.7 42.2 4:12 5:12 6:12 7:12 32.2 34.4 36.0 37.4 39.8 32.2 33.8 35.1 37.3 28.4 26.4 30 1 31.6 32.8 34.9 28 0 29.4 30.5 32.4 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pl: x L (P2 x L • x xw• = ) -W: • xw:= ) -W: - xw: = - W. x cos B = Fri x cos0 =Fr2 x cos 0 = F,n Product Approval F. Product Approval F. Product Approval F. Where 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 H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ► Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of p viding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re ailed in accordance with the current provisions of Section R4403. (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 un s 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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be iewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. �e V Ponding water: The current roof system and /or deck of the building may not drain well and may cats se water to and (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural P ( ) Y 9 distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. • Ni Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordanpe with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the of i e structure assembly (the building itself). The existing amount of attic ventilation shall not be uced. It may be beneficial to consider additional venting which can result in extending the service life of the f. er /Agents Signature evised on 7/9/2009 LD otaxo--kfL /I /0 cI Contractor Signature Date M I A M I•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 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, 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 Test Dimensions Specifications Monier Lifetile LLC 1= 16 -1/2" TAS 112 Vanguard Roll Tile w = 13" ' /z" thick Trim Pieces I = varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Test Identifier Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one 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 Date 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94 -084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency 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. 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. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 CI 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Renort Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 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 RAS 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 Monier Lifetile Vanguard Roll Concrete Roof 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 Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerod namic Multi • Hers - X ft 3 Tile X (ft) X (ft3) Profile Batten A' • lication Direct Deck A • • lication Monier Lifetile Vanguard Roll Tile 0.266 0.289 Table 3: Restorin• Moments due to Gravi - M ft-lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll 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 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.14 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTM 86.613 Polyfoam PolyProTM 45.54 3 Large paddy placement of 54grams of PolyProT". 4 Medium paddy placement of 24grams of PolyProTM. NOA No.: 07- 1023.07 Expiration Date: 12 /16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Sets 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH 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.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 MIAMI•DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia midade.gov/buildinat SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane 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 Dimensions Polypro Foampro ProPack AH160 RTF1000 30 & 100 Test Product Descrintion Specifications N/A TAS 101 Two component polyurethane foam adhesive N/A Dispensing Equipment N/A 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. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability CIosed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.9 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs/Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 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. MMAMMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 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® AH160 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. _W 2 F'— MS NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any rooftile 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 rooftile 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 rooftile 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® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 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. 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, Hi l 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 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.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY MIAMIOADE COUNTY APPROVED 1) Pace enough adhesive to achlava 17 to 73 steep it chap for squareduheaIncantadwllhthe pan Ile steep pitch applications To 1 covers Fooutnllda damage of warth. Then Install t to tit. Nail through plaits cement topperllon dine soya come oaf lila. kat tosecond course of pan files. Ensure easeerulof ppeenn anti oar Ulu are Uuehatease Ilna Ease closure Weepliote Fescta Oulu shoo) Optional Potatoup Mortar on longitudinal edgesoltila NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page6of7 I, • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) L. Single paddy teit- 3 in. under tile x 3 in. Single paddy on under- layment Single paddy on top of tile 8 C011188 In X7 in. medium size paddy save Fascia course only MIAMIDADE CO APPROVED Nail through plastic cement Underlayment Single paddy under lie Single paddy between tile 211x 7 In. medium site paddy eave course only re- in.x 3 in. 4 In. Single paddy on under. layment Single paddy on top of tile Ewe Coarse Fascia Weephole lave closure Drip edge END OF THIS ACCEPTANCE NOA No.: 11-8124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7