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RF-12-0632Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172245 Permit Number: RF -4 -12 -632 Scheduled Inspection Date: June 05, 2012 Inspector: Bruhn, Norman Owner: WERRING, HENRIK Job Address: 1070 NE 96 Street Miami Shores, FL 33138- Project <NONE> Contractor: ESTRADA ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060143510 Phone: (305)668 -8800 Building Department Comments RE ROOF TILE ROOF WITH COLOR THRU TILE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 04, 2012 For Inspections please call: (305)762 -4949 Page 8 of 24 Last Minute Gas Contractors 10330 S.W. 42Terr. Miami, FL. 33165 305 -992 -5292 Property Address - 1070 NE 96 ST MIAMI SHORES FL 33138 Date _05/12/2012 Last Minute Gas Contractors has Certified the gas water heater venting at the above address will meet or exceed specifications of South Florida Building code, NFPA 54,NFPA 58. Qualifier- 259 Carlos Abreu Carlos M Abreu 1 A-1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786-326-9877 Fax: 305-485-9011 alrootinspection@gmail.com LAB CERTIFICATION # 10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ESTRADA ROOFING Permit # RP-4-12-632 Job Address 1070 NE 96 ST MIAMI SHORES Owner's Name HENRICK WERRING Type of Tile MONIER FLAT 7ILE Date Installed Approximate Roof Height 13 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 32 ft 2 Required Testing Force_35/bs Date Tested 5/30/2012 Number of Tests 94 Testing Equipment: F.G.E. 100 Contact Name ANAILYN Phone #f.Wqc?%sopo_____ LOCATION # OF TEST PASS # OF TEST FAIL Corner /-1 Tests 5 Pass 0 Tests Fail Perimeter 19 Tests 5 Pass 0 Tests Fail Field 40 Tests 5 Pass 0 _.,.,. Tests Fail Ridge 24 _ Tests n Pass 0 Tests IIII Fail Total 94 Tests n Pass 0 Tests Fail IN ACCORDANCE WITH THE CRITERIA OF PROT= PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL rtSi . THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACC9DANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL 015 Cordially REMBqR,O CONTRERAS P.E P.E # 21522 A-1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10-0512.01 7066 SW 44th Street Miami, FI 33155 Telephone (786)326-9877 — Fax (305)485-9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305- 485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ESTRADA ROOFING Job Address 1070 NE 96 ST MIAMI SHORES Permit # RF-4-12 -632 Owner's Name HENRICK WERRING Type of Tile MONIER FLAT 77LE Date Installed Approximate Roof Height 13 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 32 ft 2 Date Tested 5/30/2012 Contact Name ANAILYN Required Testing Force 35/bs Number of Tests 94 Testing Equipment: F.G.E. 100 Phone # (305) 668 -8800 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, R 33155 -' Telephone (786) 326 -9877 Fax (305) 485 -9011 ENGINEERING 7066 SW 44th Suet Miami, Fl 33155 Ph: 784- 328 -9877 Fax: 308 - 4854019 alrvoflnspactionN gmeil.com TESTING LABORATORY CERTIFICATE No 10-0512-01 INVOICE DATE 51411549 5/30/2012 SOLD TO: ESTRADA ROOFING SHIP TO: 1070 NE 96 ST MIAMI SHORES Quantity Item Description Unit Price Extension 1 UPLIFT TEST $110.00 $110.00 Claims for damages, by the seller. The articles Federal Fair Labor Standard pack changes for labor or other expenses, wiU not be allowed unless authorized In writing by this invoice where produced la compliance weth the and as per our sales contract (if applicable). PLEASE REMIT PAYMENT TO ABOVE ADDRESS TOTAL AMOUNT $11000 DUE and/or services covered Act of 1938, as amended FIANANCE CHARGE OF 1 1/2% PER MONTH WILL BE ASSESSED ON ALL PAST DUE ACCOUNTS FOR YOUR CONVENIENCE YOU CAN PLACE YOUR ORDER ON THE INTERNET AT WWW.AIENGINEERINGINSPECTION.COM 7066 SW 44th Street Miami, Fl 33155 N Telephone (786) 326 -9877 ' Fax (305) 485 -9011 Email: alrooflnginspection@gmail.com • A-1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786-326-9877 Fax: 305-485-9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ESTRADA ROOFING Permit # RF-4-12-632 Job Address 1070 NE 96 ST MIAMI SHORES . , Owner's Name HENRIOr WERRING Type of 'Tile MONIER FLAT 77LE Date Installed Approximate Roof Height 13 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage Of Roof 32 ft 2 Required Testing Force 35 lbs Date Tested 5/30/2012 Contact Name ANAILYN Number of Tests 94 Testing Equipment: F.G.E. 100 Phone # (305) 668-8800 LOCATION # OF TEST PASS # OF TEST FAIL Corner 1-1 Tests M Pass _ 0_,. Tests LI Fail Perimeter 19 Tests n Pass _ 0_ Tests Fail Field 40 L Tests M Pass 0 Tests In Fail Ridge 24 Tests n Pass 0 Tests 1111 Fait Total 94 Tests n Pass 0 Tests Fail IN ACCORDANCE VVITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAUTY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. co 7066 SW 44th Street Miami, FI 33155 Telephone (786)326-9877 Fax (305)485-9011 Roofing Contractor A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 ESTRADA ROOFING Job Address 1070 NE 96 ST MIAMI SHORES Owner's Name Type of Tile Permit # RF-4-12-632 HENRICK WERRING MONIER FLAT TILE Approximate Roof Height 13 feet Approximate Square Footage of Roof Date Tested 5/30/2012 Contact Name ANAILYN Date Installed Roof Pitch 3/12 Type of access to Roof OK 32 ft 2 Required Testing Force 35/bs Number of Tests 94 Testing Equipment: F.G.E. 100 Phone # (305) 668-8800 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, Fl 33155 - Telephone (786) 326 -9877 - Fax (305) 485 -9011 a CFN: 20120251613 BOOK 28066 PAGE 1551 NOTICE OF COMMENCEMENT DATE:04/10 /2012 08:43:46 AM A RIMED COPY MUST BE POSTED ON TIIlEJOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN, CLERK OF COURT, MIA -DADE Cr( PERMIT NO. 1 �' 4 3 TAX FOUO No, 11 -3206- 014 -3510 STATE OF FLORIDA COUMY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: 1070 NE 96 ST MIAMI SHORES, FL 33138 2. Description of improvement RE-ROOF 3. Owner(s) name and address: HENRIK L WERRING 1070 NE 96 ST / MIAMI SHORES , FL 33138 Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: ES I'RADA ROOFING 4659 SW 71 AVE; MIAMI, FL 33155 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: NIA 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(1Xa)7., Florida Statutes, N/� Name and address: 8. In addition to himself. Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Signature of Owner _ Print Owner's Name X!{t` ` R-lk 11.407- reef- - Sworn to and subscribed before me this CI thy of n 1 , 20 _12_, Notary Public Print No My COMM Way/Ica on expires: NOTARY PUB--_. - - OF FLORIDA 123.01 -52 PAGE 4 won Commiss ion #DD9507(, s` Expires: JAN. 10, 20, ,jaONDED =DT &UMncBONDING CD., Prepared by DANIEL G LAUZAN Address: 4659 SW 71 AVE MIAMI, FL 33155 REBY CERTIFY that the nal on file in this offi ARVEY RUVIN, Cler Deputy CFN: 20120251613 BOOK 28066 PAGE 1551 NOTICE OF COMMENCEMENT DATE:04/1012012 08:43:46 AM A FUMED COPY MIST BE POSTED ONTOiE~.in$ SRE ATM* OF Imo! NIPECfMa HARVEY RUVIN, CLERK OF COURT, MIA DADE CTY F -rte PEaMMrr No. 1 2-/—r-x coup I40, 11-3206-014-3510 STATE OF FLORIDA: COUNTY OF MIAMI: THE UNDERSIGNED hereby gives nke that improvements will be made to certain real properly, and in accordance with (hapter718, Rreida Statutes, the **wing information le provided In this Notice of Commencement. 1. Legal description of property and street/address: 1070 NE 96 ST MIAMI SHORES FL 3138 2. Description of improvement RE-ROOF 3. Owner(s) name and address: HENRIK L WERRING 1070 NE 96 ST / MIAMI SHORES , FL 33138 interest in property: OWNER Name and address of fee simple fir: 4. Contractor's name mid aodreetc ESTRADA ROOFING 4659 SW 71 AVE; MIAMI, FL 33155 5. Surety: (Payment bond required by owner from conbactc if any) Nance and address: NIA Amount of bond $ 6. Len's name and ate: . ... 7. Persons within the state of Florida designated by Owner upon whom rmtices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and admits: NIA 8. In addition to himself, Owners desiccates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida stems- N/A 9. Expiration date of this Notice of Commencement (the expiratitm date is 1 year iron the date of recording unless a L m • Signature of Owner R Print Owner's Name ): �ier� /l -- Swom to and subscribed before me this Vt day of y) 1 12341-b2 PAGE 4 Wna ..IL CSTATEOFFLOBIDA let °y. AT►itil a Mayoral i s %CommiSSIon #DD950761 y, 1 Expires: JAN.10, 2014 x4 eIT tCBOrroncaaa,uzc. Prepared by DANIEL G LAUZAN Address 4659 SW 71 AVE MIAMI, FL 33155 • Miami Shores Village Building Department 70050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 2,D CA Permit Type: BUILDING : .. ROOFING D r_EVME V IEr APR 1.i 2012 .I PermftNo.RF Master Permit No. OWNER: Name (Fee Simple Titleholder): HENRIK L WERRING Phone Address:1070 NE 96 ST City: MIAMI SHORES State: FL zip: 33138 Tenant/Lessee Name: Email: Phone* JOB ADDRESS: 1070 NE 96 ST City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ESTRADA ROOFING Address: 4659 SW 71 AVE Phone#: (305)668-8800 City: MIAMI State: a Qualifier Name: DANIEL GONZALEZ- LAUZAN State Certification or Registration #: CCC1328913 Certificate of Competency #: Contact Phone#: (786)385 -3137 Email Address: INFO@ESTRADAROOFING.BIZ DESIGNER: Architect/Engineer: Zip: 33155 Phone#: (786)385 -3137 Phone#: Value of Work for this Permit: $19700.00 Square/Linear Footage of Work: Type of Work: OAddition DAAlteration ONew GiRepair/Replace Description of Work: RE-ROOF W/ CONCRETE FLAT TILE '2$ RA, 4 ODemolition G Submittal Fee $ Permit Fee $ Q C' v---- CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 13°) ` °' s • 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 RI.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ?' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days otter the building permit is issued In sence of such posted rig e, the inspection will not ' e approv and a reinspection fee will be charged Signature ,OFLA151 ►_ ■r Signature Owner or Age The foregoing instrument was ackno gedPbefore me this, day of mitt t 20 J' by riVA NNY who i - .::. me or who has produced -/ As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Anailyn Mayoral Commission #DD950761 Expires: JAN. 10, 2014 BONDED TBRUAILAN'TIC BONDING CO., INC. Contractor The foregoing instrument was acknowledged before me this 9 day of Apra! ,2012 -,by DOI n1ie( (Kin? 4/ I Irian who is anal, wi 1oome or who has produced as identification and who did take an oath. 0./f- Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: My Commission NOPd IC -STATE OF FLORIDA Anailyn Mayoral Commission #DD950761 '•.,,,;,;,,• Expires: JAN. 10, 2014 ****** ***** *** ***** B*O ON* D* E *D **THRU ATLANTIC BONDIN M. *** * *** Zoning Clerk OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. 04/02/2012 To: City of Miami Shores 10050 N.E. 2nd AVE Miami Shores FL 33138 Re: Owner's Name HENRIK L WERRING Property Address 1070 NE 96 ST Roofing Permit Number Dear Building Official: I HENRIK L WERRING certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ 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). Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Swom to and subscribed before me this q°, day of T \ .TL, TC=STA i l FLORIDA (SEAL) "',,. Anailyn Mayoral =.: . Commission #DD950761 Expires: JAN. 10, 2014 -' BONDED THRU ATLANTIC BONDING CO., INC. 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. CADneoaumfsand 9.41:.,AtalMy Moofog Affidavit Complian e- 92607Fillebladoo AFFIDAVIT OF COMPLIANCE WITH ROOF DECIONG ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. 04/02/2012 To: City of Miami Shores 10050 N.E. 2nd AVE Miami Shores FL 33138 Re: Owner's Name HENRIK L \A/ERRING Property Address 1070 NE 96 ST Roofing Permit Number Dear Building Official: I Daniel Gonzalez - Lauzan certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent Daniel Gonzalez - Lauzan Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of ,20 12 (SEAL) NOTARY PUBLICS; ATE OF FLORIDA Anshan Mayoral ? ' Cummissioa #DD95076 E.rpirc:s: JAN. 10, 201 BOIWFID known THRLT BONDING CO, INC or Produced Identification CADoca emtamtd 8ettmgbrollMy ?RioofmgAffideeit Complianca92607FMable.doo Property Information Map My Home Miami -Dade County, Florida imdd.o Property Information Map Aerial Photography - 2009 0 29 ft This map was created on 4/11/2012 11:11:25 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 MI MIDADE Summary Details: Folio No.: 11- 3206 - 014 -3510 Property: 1070 NE 96 ST Mailing Address: HENRIK L WERRING 1070 NE 96 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: _ 3/3 Floors: 1 Living Units: 1 Adi Sq Footage: 2,560 Lot Size: 10,650 SQ FT Year Built: 1950 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 OF LOT 9 BLK 81 LOT SIZE 75.000 X 142 OR 13920 -3034 1288 1 OR 27985 -4219 0212 01 Assessment Information: Year: 2011 2010 Land Value: $122,389 $128,626 Building Value: $235,877 $237,328 Market Value: $358,266 $365,954 Assessed Value: $208,136 $205,061 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $158,136 $50,000/ $155,061 County: $50,000/ $158,136 $50,000/ $155,061 City: $50,000/ $158,136 $50,000/ $155,061 School Board: $25,000/ $183,136 $25,000/ $180,061 Sale Information: Sale Date: 2/2012 Sale Amount: $680,000 Sale O /R: 27985-4219 Sales Qualification Description: Sales qualified as a result of examination of the deed View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 4/11/2012 &ORA CERTIFICATE OF LIABILITY INSURANCE 4� /2"01 • PRODUC R Florida insurance Agency Of Miami P 0 Box 441340 Miami F 1 34144 THIS CERTIFICATE S ISSUED AB A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER TH .. =1- GE AFFORDED BY THE FOU S BE • A. INSURERS AFFORDING COVERAGE NaWds3. Estrada Home Mainte nance Inc Estrada Roofing 46591 SW 71 ave Miami F1 1:01h 33155 048 U aA: •!{!ndi,ranna Ao1pr t a a co INBURER0 ,,RD; tNSJ Re OES THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TQ THE INSURED NAMED ABOVE FOR THE POLICY PMIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT DR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIPICATE'MAY Be ISSUED OR MAY IN, THE I J$ ACE AFFORDED POL RPE HEREIN I ��CT TO ALL THE TERMS, EXCLUSIONS AND COMMONS OP SUCH PA Lf NHtW HA E POLICIES CLAIMS. POLiCYNCHBER -176WAt Va=- lufjlkYll� GENERAL LI AINU Y COMMERCIAL OwEfALLaA81LirY C1.41M8b1ABE OCCUR N•LAGO - 7ff UM1TAPPUES PER: POLICY AUTOMOBILELJADLITT ANTAUTA ALL OWNLO AUTOS' SCHEDULED ALR09 HIRED AUTOS N N OWNED AUTOS • a a LOO 12 -4295 2 -28 -12 2-28-13 EACH OCCURRENCE MEDEO(P era $ 1+00.00 iI 1 101 0 it GEN'E'RAL• AGGREGATE PRODUCTS - I I I 1 1.00.0 +On 8 1 1 1 1 R1�__EINGLE LIAR BODILY INJURY {Per pawn) PRO (Per ] OARAOS LtASKIN' ANT AUTO E AAACC ONLY: AGO ENCIWINUMBRELLA LIABILITY OCCUR OI.41INS MADE DEDUCTIBLE N EACH Cseurynasx AGGREGATE 1 S WORNERB COMPBNSAIIUNAND SEIPLOyEM,LIABILITY ANY FROPR EMORI?ARTNBRIEXECUfIVE OFFiCER/UENBER SHOUTS/0? EL. EAf MACCIDENT E.I.. DEBASE - EA6MPL K 4 ,. "r 8 "= ti: Sr!^ =ow immirmmummEL, L7<S <, , pLiL Y ABT�� DESCRIP T1G4 OF OPBRA11ONB l LOCATON$ /VEHICLES / BKCLU$lOM$A lDED BY ENCIORSEMENTJ SPEAAL PROVISIONS Roofing Contractor CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Ave Miami Shores, F1 33138 CANCELLATION WOMB ANT O F THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORRTHE EXPIRATION DATE THEREOF, THE MINING INSWIER WILL ENDEAVOR 10 MALL 3 0 DAY✓9 W141TTm.N Norm TO THE C®ITIPICATE 110 LOBR NAMED TO THE LEFT, IUTFAILURE 7.0 DD SO SHALL ICE 140 OBLIGATION OR LIABILITY OP ANT KIND UPON THE INSURER, ITS AGENTS O RBPRESENTVNES. AUTWO)IYEDREPRBBENTATIVE r ACORD 25 (2001/08) • M.• vas. NIIIIkk Offt a='s ss- lb AC PORATION 1088 CERTIFICATE OF LIABILITY INSURANCE DATE (6�DNYYY) 03/25/2012 04:08 AM 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT: If the cerflcate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and condltlons of the policy, certain policies may require an endorsement. a statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Righpoint Risk Services LLC 5510 LBJ Freeway, Suite 1200 Dallas, TX 75240 cwrtaCTN8Me P11080 aeap (800)728.0623 Icnxpac.e (972)4040380 E.ual.amaESs: INSURERSAFFORDINGCOVERAGE T°` w 9 UABIUTY COMMERCIAL GENERAL 12157 INSURER A: Compani°n Pt°p4� and casualty -"""" INSURED: Aspen Staff Leasing, Inc. 1 /c /f: ESTRADA HOME MAINTENANCE, INC dba ESTRADA ROOFING 4659 SW 71st AVENUE MIAMI, FL 33155 Phone• (305) 668 -8800 Fax: (786) 279 -0890 INSURERB: INSURER 0: EACH OCCURRENCE INSURER D: INSURER E $ INSURER F: I CLAIMS MADE COVERAGES CERTIFICATE NUMBER: AC12- 26900116- 1090006 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY_HAVE BEEN REDUCED RY PAID CJ AIMR SR TYPE OF INSURANCE ADDL wen POUCY NUMBER DATE (AAMI DMf) DA7POE (MAAIDDIYYI GENERAL UABIUTY COMMERCIAL GENERAL LIABILRY ❑ OCCUR ❑ ❑ EACH OCCURRENCE $ PREMISS DAMAGOIOMENTED (Ea ) $ I CLAIMS MADE MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN% AGGREGATE LMITAPPLIESPER: EJ El LW PRODUCTS $ $ AUTOMOBILE — — — — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS ❑ ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INURY (Peracddan) $ PROPERTY DAMAGE (Per ac dent) $ $ $ — UMBRELLA LIAB EXCESSUAB S.MADE OCCUR ❑ ❑ EACH OCCURRENCE $ AGGREGATE $ — DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION EMPtOYERS LIABILITY ANY PROOPERIETORIEXECU7IVE (OF�MFlCERMEMBEREXCLUDED7 ayes eacriMbeuider SPEGALPROVISIONbelow AND Y/N WA ❑ DPE2627274 04/01/2012 04/01/2013 g I 'Mal I- E.LEACHACCIDENT $ 1000000 © E,LDISEASE- EAEMPLOVEE $ 1000000 EL DISEASE- POLICYLMIT $ 1000000 ❑ ❑ DESCRIPTION OF OPERATIONSILOCA l ni-g ifi to re, -ins Staff Leas •• c. o = es o a•� • t a or_� o _ x, , g ): ■ Leasse`a tromr.ers.C� easO7�ng,` in a•e ' `_� -ffect _s r :. "'•�oyers ACOR0101, Add tional Remarse Schedule, d more Space ro d the client's acc not' a for o ogee A e -•e e ' 'oye���. ■ c, m oyeerve i ty as a co- eaPloyer N requlred unt ii8g cod or whi es .4 Oral �•• a g w th c7 3 no gg 5 as c. of r s policy for emp ogees CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH 10050 Northeast 2nd Avenue THE POLICY PROVISIONS. Miami Shores, FL 33138 i^"^ -°'� AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) Ali right rase% STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GONZALEZ - LAUZAN, DANIEL N ESTRADA ROOFING 2601 SW 59 AVE MIAMI FL 33155 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 team 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 BATCH NUMBER Iva v DO NOT FORWARD' ESTRADA ROOFING JESUS ESTRADA PRES 4659 SW 71 AVE MIAMI FL 33155 hX1huih , li,iduhhilull1614.611111A4401 X524•• DANIEL GON t'ZAN 2601 SW 59 AV'" MIAMI, FL 33155 -3155 DOB 01 -11 -1975 sax; r,1 -. - -T. 6-02 !s .^ 0149-2009 '1411-201e fglEU�fS Cxvf, ent iO a+?Y ±=Ut tietrt' Owner's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 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) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 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 of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater 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 Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Date: Property Address: Fb070 NE 96 ST file:/ / /q/ Documents ° %20and %20Settings /sky/Desktop /SECTION 1524[1].htm9/27/2007 5:46:06 AM 9 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition High-Velocity Hurricane Z0119 Uniform Permit Appll 1 t E12. 111 !Air 124:-TZ-(10 Sz. ores Village NING DEPT Master Pernik No. Contractor's Name ESTRADA ROOFING Job Address 1 070 NE 96 ST ROOF CATEGORY pi Low Slope El Mechanically Fastened Tile Mortar/Adhesive Set Tile 0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles NCE WITH ALL FEDERAL S AND RFOUL ATIQNS OPrescriptive BUR-RAS 150 ROOF TYPE rA New Root IN Reroofing 0 Recovering 0 Repair Ej Mak*, Low Slope Roof Area (SF) 0 ROOF SYSTEM INFORMATION Steep Sloped Root Area (SF) 2914 Becton B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Includadfmenskrne of sections and levels, clearly Identify dhnensions of elevated pressure zones and location of parapets. Total (SF) 2,914 15.32 FLORIDA BUILDING CODE BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code EdItiondIMIP 201 0 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Monier Lifetile, LLC Notice of Acceptance Number: 11- 0907.10 Minimum Design Wind Pressures, if Applicable (From RAS 127 or culationsj1: 45.1 p2: 78.6 p3: 116.2 Maximum Deal n Pressure (From the Product Approval Specific System): 40.4 MEDIUM PADDY • Roof Slope: Steep Sloped Roof System Description \ Deck1'pe: 'type Underiayment: Insulation: Fire Barrier: Fastener type & Spacing: 1.25" RS Nails 6" laps 12" Field \ Adhesive Type: Alta n Asphalt Type IV Type Cap Sheet Tamko Awaplan *PCA attached Roof Covering: L Saxony 900 Flat Tile 'type & Size Drip ``Edge: 5/8" PLYW00D 30# ASTM D226 Felt N/A Ridge VenN�A ? Mean Roof Height: 13' N/A L3"x3" Alluminum nailed Q 4" oc 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLES AND ROOFTOP STRUCTURES Florida Building Code Editions 2,010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based die Method 1 or2. Compare the values for Mr with the val from equal ro th :i act. for each area of the roof. then the file attachment method is acceptable. Method 1 "Motet BasedTi1C Calculations Per RAS 12? (P1; 45.1 x a .200 =9.02 ) _ Mg: 7.07 = Mr1 1.95 (Py: 75.6 x;. 200 .15.72) _ M 7,07 =14r2 8.65 0.3:1 16.2x .200 .,23.24)_Mg; 7.07 =Mr316.17 pirogue* Approval Mt 404 Product Approval Mr 404 Poxiuct Approval Mf 40.4 Method 2 Simplified Tile Calculations Per Table Below Mumma of Resistance (Mr) From Table Below greater than or Mr required Moment Resistance* Roof Height -. tag* , 18' 20' 28' 30' 34.4 38.8 302 39 7 42 2 8:12 32 2 34.4 30.0 87.4 38.5 4:12 30.4 32.2 33.8 35.1 37.3 8:12 28 4 80.1 815 325 84.9 0:12 28A 28.0 29.4 .5 32.4 7:12 24A 28.0 21.1 28,2 �A *Must be used in canjtn ctlon with a 1 moment based file systems endorsed by the Btoward «,„ , Board of Raley and Appeals. Per Uplift ba cdtiesystemsatMethod3. sr ; , :, >; the values Peril' with the values for Pc'fibs veto's are greater than or equal lathe Frvalues, for each area of the roof, then to trio ,:. „ :, hod is aacaptable. Method 3 v: wash Based The Calculations ' . 127" (P1 x L m x w: _ - W: X cos 0 = P Product Approval P' (Px: x L , = x w: = ) - W: x cos 9 =Pct Product Approval P' , (P3: x L x w: _ ) W: x 9 = Pd Product Approval Dr' Where to Ob i n information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment duo to Omvhy Alt otResistance Symbol Where to find P1 or P2 or P3 RAS 127 a b l e I or by an amtlysis pmpared by PIT basedon ASe 7 11 to 0 ob Site d Mr Product Approval Product Approval Required Moment MWmum Mir Calculated V Prodam Approval RegakedUp Residence Too Wright 11le Dimensions lit 'calculated W Product Approval L =length W =width Product Approval calodadons mast he submitted to the building official at the time of permit appiieatoa. FLORIDA BUILDING CODE - BUILDING 15.35 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: MLAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadc.2ov /aerA • This NOA is being issued under the applicable rules and regulatiolis;governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA 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: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the &A ram= of this product. TERMINATION of this NOA will occur after the expiration date Of if there has been a revision or change in the materials, use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07- 0710.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. Ar v 1' NOA No.: 11- 0907.10 Expiration Date: 12116/12 Approval Date: 12101/11 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, 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 Dimensions Monier Lifetile LLC 1 =16W Saxony (Shako, Slate w = I2,3 /8" and Split Shake) Tile .6" thick Trim Pieces 1= varies w a varies varying thickness 2.1 EVIDENCE SUBMITTED: Twit Ag ncv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Product Specifications Description TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 The Center for Applied 25- 7183 -5 Engineering, Inc. APPROVED; Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. 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 Static Uplift Testing • PA 102 & PA IO2(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 T(2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 11. 0907.10 Expiration Date: 12/16/12 Approval Date: 12/01/11 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 4.k1Ll , 1214.E 4.1111 APPROVED� -= 25-7214-1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 520109 -1 520111 -4 520191-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) • Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 • Static Uplift Testing PA101 • Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 NOA No.: 11-0907.10 Expiration Date: 12/16/12 Approval Date: 12/01/11 Page 3 of 8 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 Monier Lifetile Saxony (Shake, Slate and ` Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile . Weight -W (lbf) • •i Length -I (ft) siu: Wldth -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile • 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers -x (fta Tile Profile X (ft3) Batten Application 0.185 2,. (ft3) Direct D +�:4�Aftplication 0.200, Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 6 ":12" Table 3: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 2" :12" 3 ":12" 4 ":12" 6 ":12" 6 ":12" 7 " :12" or greater Monier Llfetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct - -• Battens 'Direct Deck Battens > Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 - 6.34 • 6.61. 6.18 6.66 6.02 6.48 I - P.PPPOVFO NOA No.: 11- 0907.10 Expiration Date: 12/16/12 Appfoval Date: 12/01/11 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) • for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19132" plywood) • Battens Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 • 38.1 17.2 1 -10d Smooth or Screw - Shank Nail • 7.3. .. = 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 22 #8 Shrew 51.7 81.7 24,4 1 -1ad Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 24.2 . 1 -l0d Smooth or Screw _ Shank Nail (Eave C a__ 19.0 _ 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field CHp) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Save Clip) 31.9 31.9 32,2 . Table 6c Attachment Resistance Expreteskid as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile _ Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Adhesive - ' Tile 31.3` 1 See manufactures component approval for Instaliatlon requIrkmeras. 2 Flexible Products Company TileBond Average weight per patty 13.8 grams. Palyfoam Product, Inc. Average weight per patty 8 gams. =2:= . Table 6: Attachment Resistance Expressed as a'Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Spilt Shake) Tile PolyPro'M tia.93 PolyPro'"' 40.4 3 Large paddy placement of 45 grams of PolyPro ". d Medium paddy placement of 24 grams of Pol ,Prom. Table 7: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems - Mf(ft -Ibf) _ __ _ Attachment Resistance_ 43.9 ' Tile Profile "._._._ ^, -Tile ._,_._,,..,.,� A cation pli Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar- Set* 5' Tile -Tito Roof Tile Mortar. ' NOA No.: 11- 0907.10 Expiration Date: 12/16/12 Approval Date; 12/01/11 Page 5 of 8 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". or BORPL—L1FETILE MONIERLWETILE LLC, SAX, NY. TILE (LAKE WALES FL) LOCATED UND01NJATK 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. driC.Trjh 1•� •'�'illi� IAPPROVED NOA No.: 11-0901.10 Expiration Date: 12/16/12 Approval Date: 12/01/11 Page 6 of 8 MAIL HOLES • PROFILE DRAWINGS .l WATERLOQK 1 11e " (elate 1 title " (Mak 7)547._ OVERLAY 12318" MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 11- 0907.10 Expiration Date: 12/16/12 Approval Date: 12101/11 Page 7 of 8 MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAKE MODEL) ENO OF THIS ACCEFTANCE NOA No.: 11-0907.10 Expiration Date: 12/16/12 Approval Date: 12/01/11 Page 8 of 8 M ID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4th Street Joplin, MO 64801 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 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: Tamko Underlayments 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 revises NOA No. 07- 1130.01 and consists of pages 1 through The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product TW Metal and Tile Underlayment (Manufactured in Joplin MO) Moisture Guard Plus (Manufactured in Joplin, . MO) TW Underlayment (Manufactured in Columbus, KS) Awaflex (Manufactured in Joplin MO) Awaplan 170"' (Manufactured in Joplin, MO) Awaplan Premium" (Manufactured in Joplin MO) Tamko SA Base (Manufactured in Joplin, MO) Dimensions 75 mils thickness 39 -%8" x 30.5'rolls 393 /s "x61' rolls 4" x 66' rolls 6" x 66' rolls 9" x 66' rolls 60 mils thickness 39-%" x 30.5'rolls 39% "x45'rolls 39 -%" x 61' rolls 4" x 66' rolls 6 "x66'rolls 9 "x66' rolls 40 mils thickness 39-%" x 61' rolls 4" x 66' rolls 6" x 66' rolls 9" x 66' rolls 125 mils thickness 35.9' x 36" rolls 145 mils thickness 33' 11 "x393/8" rolls 150 mils thickness 33' 11" x 39318" rolls 60 mils thickness 65' 10" x 39 34" rolls Tamko SA Cap 140 mils thickness (Manufactured in Joplin 33' 61/4" x 39 34" MO) rolls Test Specification TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 TAS 104 TAS 104 ASTM D 1970 ASTM D 6164 Product Description Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full-roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self- adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. SBS modified cap sheet with a non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A fiberglass-reinforced self-adhering SBS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! A dual - coated SBS - modified cap sheet with a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Test Identifier 4448.12.01 -1 4448.05.02 -1 T11090.09.08 TAP - 058 -02 -01 TAP - 058 -02 -02 TAP - 191 -02 -01 TAP -192 -02-01 TAP - 193 -02-01 TAP - 207- 02 -01REV TAP - 185- 02 -01REV TAP - 196 -02-01 Test Name/Report Date TAS 103 12/19/2001 TAS 103 05/29/2002 TAS 117(B)/ TAS 114(C) 09/18/08 TAS 103 04/30/02 TAS 103 05/23/02 ASTM D 1970 11/16/07 ASTM D 1970 11/13/07 ASTM D 1970 11/16/07 TAS 104 / ASTM D 4798 12/10/08 ASTM D 6164 11/06/08 ASTM D 1970 01/09/08 Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: 1962" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: Membrane: Surfacing: One or more plies of ASTM D 226 Type n or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. .1)J -15itAitia APPROVED NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 3 of 5 Deck Type 1: Deck Description: System E(3): Base Sheet: Membrane: Surfacing: Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Deck Description: System E(4): Base Sheet: Membrane: Surfacing: Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Awaflex, Awaplan 170 or Awaplan Freud= applied at a right angle (900) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Deck Description: System E(5): Base Sheet: Membrane: Surfacing: APPROVED Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 08- 1008.04 Expiration Date: 07 /05/12 Approval Date: 02/25/09 Page 4 of 5 GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 - for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck sha 1 be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02125/09 Page 5 of 5