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RF-10-214 1 Hob ?l 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 )St Phone: (305)795 -2204 t"N ZOR „. , W' 2q * �' Expiration: 16/201 Project Address Parcel Number Applicant 318 101 Street 1132060135310 Miami Shores, FL 33138 Block: Lot: FIDEL RAMOS Owner Information Address Phone Cell FIDEL RAMOS 318 101 Street MIAMI SHORES FL 33138 -2425 Contractor(s) Phone Cell Phone Valuation: $ 16,5'00.00 MIAMI ROOFING SYSTEMS INC ... Total Sq Feet: 2681 I Type of Work: Re Roof For Inspections please call: Additional Info: TILE AND FLAT (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lit Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $ 10 . 20 RF -2 -10 -37035 Education Surcharge $3.40 $339.20 $339.20 $0.00 Permit Fee - New Roof $300.00 Scanning Fee $12.00 Technology Fee $13.60 Total: $339.20 Building Department Copy February 26, 2010 2 Miami Shores 'pillage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB I 120 � Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949,; „� BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: . BUILD ING ROOFIN Owner's Name (Fee Simple Titleholder) (� Phone # Owner's Address ` S I Q l City �Q►�Mt State . Zip 3g Tenant/Lessee Name Phone # Email Job Address (where the work is being done) k)E M City Miami Shores Village County Miami -Dade FOLIO/ PARCEL # I I - 3 L ®I '�> o '311) Is Building Historically Designated YES NO fl/� Flood Zone r 3 o) 5c�s —`M Contractor's Company Name 1 irl S hone# Contractor's Address ( Q(®9 k )W I City rnici M1 State Zip - a�t 50 Qualifier Name Q 11 i� t IZ e-z Phone # ,_ 954 State Certificate or Registration No. Certificate of Competency No. Contact Phone ) - 7 5 ° 51 55q E -mail jfr11C171iY 0?�q� ' �yrt5 ONQwa) co Architect/Engineer's Name (if applicable) Pho Value of Work For this Permit $ _ 1 r , ` Square / Linear Foota a Of Work: J(0 7 1 1 Type of Work: ❑Addition DAlteration []New Repair ce n Demolition Describe Work: do a ro l , r+ !K r. Subnu a ee $ Permit Fee $ CCF $ ' ! CO /CC .$ Notary $ Traiuing/Education Fee $ 3� 40 T chnology Fee S + Scanning $ ` Radon $ DPBR $ Bo d$ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ _ See Reverse side I Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMN ENCEMENT." 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 fob site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved nspection fee will be charged.. Signs G �J Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this day o�, 20&, by �fc l Ccalots day of 20 by - nay ier �f'- Fi (CQf w is m e or who has produced w is personally known to m e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Si P P • �yCg lon Api U. 2M2 M Ex • QD 779122 '� BofIV86ore1Nolerylitlo. , Ilan. APPROVED BY Plans Examiner zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 02/24/2010 18:14 FAX IA001 /002 A=M- CERTIFICATE OF LIABILITY INSURANCE i i 2 0 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ROSNAN INSURANCE GROUP ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE A377 N 16 Ave HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hialeah, FL 33012 305 828 - 6565 INSURERS AFFORDING COVERAGE NAIC# INSURED NMAMI ROOFING SYSTEMS, INC INSURER A• CANAL INDZMITY INSLT"CH CO. INSURER 8: 667 NW 101 STREET INSURER C' MIAMI, FL 33150 INSURER D, INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 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, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. u1ER AMWL POLICY EFFECTIVE P I LIMITS LTR NSRO POLICY NUMBER GENERAL LIABILITY EACH OCCURRENCE i 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Es s 50,000 CLAIMS MADE 7 OCCUR MED EXP (Any ene Pusan) $ 1 , 000 A X X B DED 2500 GL97398 01/18/10 01/18/11 PERSONAL&ADVINJURY $ 1,000,000 X P/D DED 2500 GENERAL AG GREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, PRODUCTS - COMPIOPAGG $ 1, POLICY PRO- Lm AUTOMOS ILE LIAEILITY COMBINED SINGLE LIMIT ANYAUTO $ (Ee BGCident) ALLOWNEDAUTOS SCHEDULED AUTOS PO- DILYIN) S HIRED AUTOS BODIL Y $ NON -0WNEDAUT08 (PeraeddeAt) ddent} PROPERTY DAMAGE $ (Peramidens) GARAGELIAB AUTO ONLY- EAACOIDENT S ANYAUTO OTHER THAN EAACC S AUTOONLY: AGO S EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR FI CLAIMSMADE AGGREGATE $ DEDUCTIBLE S RETENTION i $ WORKERSCOMPENSATIONAND EMPLOYERS' LIABILITY R ANY PROPRIETOWPARTNEq/WCUTNE E.L EACH ACCIDENT $ OFFICERIMEMSER EXCWDEDT E.L. DISEASE - EA EMPLOYE $ I'm dseonbour4w SPECIAL PROVISIONS below E L DISEASE - POLICY LIMIT S OTHER DESCRIPMN OF OPERATIONS / LOCATIONS I VENICLES I EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROW SIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO CITY OF MIAMI S H ORES DATE THEREOF, THE ASUING INSURER WILL ENDEAVOR TO MAIL - 3A DAYS WRITTEN ]BUILDING DEPARThEWT NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT, BUT FAILURE TO DD SO $HALL 10050 NE 2 AVE. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENT$ OR MIAMI SHORES, FL 33138 REPRESENTATIVES. MAX: 305 AUTHORIZED REPRESENTATIVE 756 -8972 ACORD25(2t301108) 0 C CIN CORPIRRATION1988 02/24/2010 18:15 FAX f� 002/002 DATE(MMIDD^ CERTIFICATE OF LIABILITY INSURANCE 12/23/2008 PRODUCER Serial # 126809 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FRANKCRUM INSURANCE AGENCY INC. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 100 S. MISSOURI AVE. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CLEARWATER FL 33756 INSURERS AFFORDING COVERAGE NAICA INSURED INSURER A. FRANK WINSTON CRUM INSURANCE INC, INSURER B: FrankCrum 1- 800. 277.1520 INSURERC: 100 S MISSOURI AVENUE INSURER CLEARWATER FL 33756 INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. A _ ORSUATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, DIaR ADWL I TYPE OF INSURANCE 'P E LIMITS 4TR IN3RD POLICY NUMBER DATE MM100 DATE MMIDD GENERAL LIAwWrY EACH OCCURRENCE S COMMERCIAL GENERAL LIASILITY FIRE DAMAGE (Any ens 61s $ CLAIMS LADE ❑OCCUR WD EYP ( Any one Person)$ PERSONAL HADV INJURY $ GENERALAGGREGATE $ 0E94 AGOREGATFUNT APPLIES PER: PRODUCTS - COW10P AGO S POLICY I PROJECT r Um AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Es acddent) ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Par person) HIRED AUTOS BODILY INJURY $ NONZWNED AUTO$ (Par madr n0 PROPERTYDAMAGE $ (Par soaldsnl) GARAGE LIABILITY 4ANVAUTO AUTO ONLY - FA ACCIDENT' $ OTHER THAN I:AACC $ AUTO Ot 4Yp AGO $ EXCESS! uMOROLLA LIABILrTY EACH OCCURRENCE S OCCUR [--]CLAIMS Nwb@ AGGR9GATE 5 DEDUCTIBLE 6 RETENTION S 3 $ WORKERS COMPENSATION AND We STATU A EMPLOYERS- LIABB.ITY WC201000000 01/01/2010 01/01/2011 X TORY LIMIT$ DT}iER ANY PROPRIETOR I PARTNER I EXECUTIVE OFFICER I MENSER EXCLUDBDT ITYo, d under E.L. EACH ACCIDENT $ 11000,000 SPECIAL PROVL410NSbelow EJ. DISEA5E- EAE6IPL YEE $ 1 OTHER e.LDIGEABE.PDUCrtJMIr 1,000000 DESCRIPTION OF OPERATTDNB! LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROm*N3 THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT IS I N GOOD STANDING WITH FrankCrum. COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FrankCrum. COVERAGE IS NOT PROVIDED FOR STATUTORY EMPLOYEES OF THE CLIENT. EFFECTIVE 05/02/2005, APPLIES TO 100% OF THE EMPLOYEES OF FrankCrum LEASED TO MIAMI ROOFING SYSTEMS, INC. 305 - 754 -5332 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAR 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE H01,DER NAMED TO THE LEFT, BUT FAILURE TO DO SHALL IMPOSE CITY OF MIAMI SHORES NO OBLIC,A71ON OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR ATTN: BUILDING DEPT REPRESENTATIVES 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES, FL $3738 - �� 02/24/2010 18:09 FAX IM001 /003 A =M- CERTIFICATE OF LIABILITY INSURANCE 1 / 14 0 PaocucER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION SORMAN INSURANCE GROUP ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4377 W 16 Ave HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hialeah, FL 33012 (3 828-6565 INSURERS AFFORDING COVERAGE NAIC# INSURED MIAMI ROOFING SYSTEMS, INC INSURER CANAL INDE14NXTY INSURANCE CO. INSURER 8: 667 NW 101 STREET INSURER C. IxaAM FL 33150 INSURER D: INSURER E; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 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, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. [t TR iNS POLICY NUMBER O ICY FE TIVE PO C PIp TfON LIMITS GENERAL LIABILITY EACH OCCURRENCE 8 1 pOO 000 X COMMERCIAL GENERI-A-L �LWBILITY PREMN' ' Eaoc 8 SO OOO CLNMSMADE I� OCCUR MEDEXPV" one perean) 8 1 000 A X X I DED 2500 GL97398 01/18/10 01/18/11 PERSONAL &ADV INJURY $ 1, 00,000 X P/D DIM 25 GENERAL AGGREGATE 8 2. 000.000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS • COMPIOP AGG $ 1, 000 , 00 0 POLICY MT 7 LOG AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea awdit) $ ALL OWNED AUTO$ BOOURY $ SCHEDULED AUTOS (Par person paf50n) HIRED AUTOS NOMOWNEDAUTOS BODILYINJURY $ (Peratxleent) PROPERTY DAMAGE $ tPerecddent) GARAGE LIABILITY AUTO ONLY•EAACCIOENT 3 ANYAUTO OTHERTHAN EAACC S AUTOONLY AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE 8 8 DEDUCTIBLE 8 RETENTION S 8 WORIMRSCOMPENSATIONAND W A EMPLOYERS LIABILITY ANY PROPPATOR PAmmmmmurw E L. EACH ACCIDENT $ OFFICLRMAMSER EXCLUDED? U e, t9 oftounder E.L DISEE - EA EMPLOYE . S SPEC AS IAL PROVISIONS below E.L DISEASE - POLICY LIMB I a OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO CITY OF MIAMI SHORES DATE THEREOF, THE 1 S8UING INSURER WILL ENDEAVOR TO MAIL — = DAYS WRITTEN EIUILDING DEPARTMENT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 10050 NE 2 AVF , IMPOSE NO OBLIGATION OR LIAEILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR MIAMI SHORES, FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FAX: 305 756 -8972 ACORD25(2001108) ® C D CORPOUTION 1988 02/24/2010 16:09 FAX 16002/003 DATE (wwoot C Y) CERTIFICATE ®F LIABILITY INSURANCE 12/23/2009 PRODUCER Serial # 126608 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FRANKCRUM INSURANCE AGENCY INC. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 100 S. MISSOURI AVE ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CLEARWATER FL 33756 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURSRA: FRANK WINSTON CRUM INSURANCE INC. INSURER 8: FrankCrum 1-800- 277 -1620 INSURER C: 100 S MISSOURI AVENUE INSURER D: CLEARWATER FL 33756 INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED NBREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR A D1 TYPE OF INSURANCE POLICY NUNBER EXP LIMITS INSRD DATE MN1102 DATE MlODM' GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LOBILITY FIRE DAMAGE ( Any one Ire)S CLAIMS MADE ❑OCCUR NIEO EXP (Any one pereon $ PERSONAL & ACV INJURY S GENERAL AGGREGATE S GENT. AGGREGATE LIMIT APPLIES PER PRODUCTS • COMPIOP AGG i POLICY MPRCUECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE UMT $ ANY AUTO (EA seowl"N) ALL OWNED AUTOS 60DILY INJURY $ SCHEDULED AAJTOS (Par pawn) HIRED AUTOS BODILY INJURY $ NONOwNED AUTOS (Pwaaald PROPERTY DAMAGE $ (Per amount) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANYAUTO OTHER THAN EA ACC $ AVTOONLY AG3G $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR 17 CLAILS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND WC gTATU- A EMPLOYERS LIABILITY W0201000000 01/01/2010 01/01/2011 X TDRYLIMffis oTM� ANY PROPRIETOR PARTNER EXECUTIVE OFFICER 1 MEMBER EXCLUDED? If yoe, dsto� andw ! L LTACN ACCIDENT $ 1,000,000 SPECIAL PROVISIONS below E.L. DISEASE -EA EMPLOYEE 1,000 000 OTHER F.L. DISEASE. POL LIMIT s 1000,000 I ---F - DESCRIPTION OF OPERATIONS I LOCATIONS I VEMCLES I EKDLUSIONS ADDFD BY ENDORSEMENT I SPECIAL PROVISIONS THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENT'S ACCOUNT IS IN GOOD STANDING WITH FrankCrum. COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEQ FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FrankCrum. COVERAGE I$ NOT PROVIDED FOR STATUTORY EMPLOYEES OF THE CLIENT. EFFECTIVE 05/02/2005, APPLIES TO 100% OF THE EMPLOYEES OF FrankCrum LEASED TO MIAMI ROOFING SYSTEMS, INC. 305 - 754 -5332 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 9XPSIATiON DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIRCATR HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SNALL IMPOSE CITY OF MIAMI SHORES NO OBLIGATION OR LI481LnY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ATTN: BUILDING DEPT. REPRESENTATIVES. 10050 NE 2ND AVE. AUTHORIZED REpReSErrrAnvg MIAMI SHORES, FL 33138 ����� C-F14 2010ROI01397 NOTICE OF COMMENCEMENT OR Ok 27182 Ps 42241 QP9) 02010 15:4 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RECORDED RUVIN /12/2? CLERK OF C 3:10 T MIAMI -GAGE COUNTY'r FLORIDA PERMIT NO. TAX FOLIO NO. LAST PAGE STATE OF FLORIDA: _71-1 7 COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to c" property, and in accordance with Chapter 713, Florida Statutes, the foIlow(n6'ih1brF*A 10 n Is provided in this Notice of Commencement. 1. Legal description of property and street/address: E )01 P I -am rn M 5, T zaa 2. Description of improvement: 3. Owner(s) name and address:, 31'9 PE� P I R Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: i Ski, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe date is ecifi nature of Owner Print Owner's Nam Prepared by I a z Sworn to and subscflb 20k19. NMI of Address: kw lo), L)_ Notary Public Print Notary's Name Miami shores Village Building Department L �+•Br ° 10050 N.E.2nd Avenue �tpRj�► 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 Date: _ A)(31)0 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: _ F %Je ry Property Address: jC) 1 54 Roofing Permit Number: Dear Building Official: K -i M certify that I am not required to retrofit the roof to wall connections of my building because: po-The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach prof of ad 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) eaWLJ� ' z Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this i U --} Q� day of I LIV Notary Public, Sate of Florida at La r '' man SIM of Fftft • 1h►Caaaet A� 1 21101 When the just valuation of the structure for fl91n y 00,000.00, and the build'mg was not constructed with FBC nor a 1994 SFBC. Then you must provide a building app ication frotin, vmTm nnecdon Hurricane Mdigation. Revised on 5/2112009 Miami Shores village OR � FE- B 1 I 10 'dl loss ° Building Department 10050 N.E.2nd Avenue Rivp► 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: % cue l U S Property Address: - I `t �J -' W) I 54 Roofing Permit Number: Dear Building Official: I - - e r certify hat I am not ty required to retrofit the roof to wall connections of my building because: the just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) Signature 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 ) O� Notary Public, Sate of Florida at La r . g a . Fbft 1b1 2012 • When the just valuation of the structure for DO >791� ,0 0041 00,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building app ication fro nection Hurricane Mitigation. Revised on 5/21/2009 �''amj Shores Wlage APFP( V j �u i:e's BY DATE DF_PT PT L " JE F , I ZOM" DEPT B! DS 7! SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND C OUNTY RULES AND REGULATIONS 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 govem 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 contrac;or. The owner's initial in the designated space indicates that the Rem has been explained. 1. Aesthefics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing 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 �greement between the owner and the contractor. --- A 2Z Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3., 4 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 to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the 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. Pounding can be an indication of structural 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. — 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 I SCcb%&4wkI1 Jh&. repirements of Sections R4402, R4403 and R4413. V AtIldlidnMost roof structures should have some ability raN fi r o ugh the interior of the structure assembly (the building itself). The existing amour yentlaoon I not be re4oced. #-qpayJx bemft!;W Ig consider additional venting which can I - - - - - e WIN the ce life of the 0 a roq[. - Si .Date Co n t�gr Signature 't Date :00 0 0 Revised on 7/9b006 *** LD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HiGH- VELOCITY HURRICANE ONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slo e A lication A B C 1234567 Prescri tive BUR -RAS 150 ABC 4567 As haltic Shin les A B D 124567 Concrete or Clay Tile A B D E 1234567 Metal Roofs A B D 1234567 Wood Shin les and Shakes A B D 1 2 4 5 6 7 Other As A Itcable 1234,567 ATTACHMENTS REQUIRED: 1. Fire Directory Listina Pa ca 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings . • • S. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RA . . ' ' • r Gem onent of Product A roval S. Municipal Permit AnWication . ••• •.• . ••• . . . 6 Ownene No fication . . for Roofln Considerations Reroofln Onl . . . . . . . . • • • • 7.• An dlsed Roof Testln /Calculation Documentation FLORIDA BUIi.'DINo` GODE •••-•- 6W VIN¢' �; 0 * 0 00 go go ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Sectoon A (General Information) Master Permit No. Proces$ No. Contractor's Name ��i' t�Yl ► ` 0 I o ° S I Job Addres I v F I Q 1 " � 4 ROOF CATEGORY s LOW Slope ❑ Mechanically Fastened Tile & Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles; ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 0eroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) a5q 1 4 ate 91 Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 n: - I r �a lie Z. l id f b '• F M • • • • • • *00 • — N ---{ — " • • n' • Rai • • • • • • •• • • •• • • • • ••• • • • • ••• • • FLORIDA BUILDIN4 CpDt -;WJILdINCC • • •• •• • • • •• •• ••• • • • ••• • • Section C MIAMI Miami-Dade County Building Department Electronic Application IND High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. It a component is not required, Insert not applicable (n1a) in the text box. ROOF SYSTEM MANUFACTURER: [CERTAIN TEED Top Ply: ..... Ply of Flintglas Mineral Capsheet Product Approval (NOA): System Type: Top Ply Fastening I Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: I adhered in hot asphalt type III, )V (Pl) Field: psf Surfacing: N/A SINGLE PLY MEMBRANE: (1 Perimeters: psf Single Ply Manufacturer Type: (P3) Comers: psf I W Maximum Design Pressure From NOA: psf Single Ply Sheet Width: 1/2 Sheet Width: r ------ 9 Roof Slope: 1.1/ mm , ": 12 Roof Mean Height: ft. No. of Single Ply 1/2 sheets: Parapet Walls: 0 No El Yes Parapet wall Height: ft. Single Ply Membrane Fastening I Bonding Material: N/A Deck Type: 1-5/8' Plywood–_ FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: o/c SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: 1. Field: r—, " o1c @ Laps & El rows El 11 o/c Existing Roof LLJ r"11" N 2. Perimeter I" . o/c @ Laps & rows o/c Fire Barrier. 3. Comer El 11 o/c @ Laps& El rows El - o1c I N/A Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: N/A 1. Field: 2. Perimeter. 3. Comer Anchor Sheet: Insulation Fastener Type 1 (1) PLY GALSBASE N/A Anchor Sheet Fastener Bonding Material: 1 1/4 RS NAILS WOOD NAILER TYPE AND SIZE: Insulation Base . . - Layer . Size & Thickness: N/A I:NT— Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener / Bonding Material: I N/A EDGE & COPING METAL SIZES: Insulation Top Layer Size & Thickness: Edge Metal Material: -G alvanized Metal– .. ........... . . [N/A Edge Size: 3' face 26 ga.– ".1mi–ow- "NAwkww" Insulation Top Layer Fastener Bonding Material: Hook Strip Size: – SELECT EDGE METAL HOOK STRIP SIZE-- I N/A Edge Metal Attachment: Base Sheet(s) & No. of Ply(s): rN/ Base Sheet Fastener /GBonding at 21: Coping Material: 1– SELECT PARAPET WALL COPING MATERIAL – N/A CopingSize: .– SELECT - COPING METAL SIZE OR THICKNESS– Ply Sheet(s) & No. of Ply(s): 1(2) Ply Flintglas Premi Hook Strip Size: [–:�ELECT COPING METAL HOOK STRIP SIZE– niy2flyahe Shee Parapet Cop Metal Attachment: Ply Sheet Fastener l Bindig MaterIVIP IN/A_. Adhered in hot espl;alt ftelll,;V- I I NA ' Flintglas Mineral Surface cap Sheet papt • i , 9" strip hot moped Mean Roof Height l.�T. Wood deck TIG, 518 Ply GlassBase Base Sheet Mechanically 2 Flintglas Premium Ply Sheet Type Mopped 3"026 Ga. Galy. Drip edge i i . ...... ••• . •• ••• •• • • • •• • •t• ••• or ••• • • • • • • • • • • • • • % • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. section n ( Sinned Rnnf Svct, em) Roof System Manufacturer: Notice of Acceptance Number: o o 05-A Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculation SA : ' 5- P2: — 9.6, P3• Maximum Design Pressure (From the Product Approval Specific System): 0� e ( 4 Steen Slnnad Roof System n scrintinn Deck Type: _ Type Underlayment: #, P-5TM Roof lope: ' 12 \ insulation: ` 1 Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: �� 1)____J Adhesive Type: L Type Cap Sheet: p7 go -- A Mean Roof Height: \ - Roof Covering: 14 G • Type & Size Drip . ='� Yj Cp .. . . %: Edge: ti .. . . . . •• . . . . . . .. . . . • . • or FLORIDA BUILDING COD•• • Et— *Bl=ILD�IG • • • • •• •• •• ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (1118 cialculatoons) For Moment based the systems, chaise either Method 1 or 2. Compare the values for M with the values from M if the Mf values are greater than or equal to the M values, for each area of the roof, then the file attachment method is acceptable. f Method I "Moment Based Tile Calculations Per RAS 127" (P,: / �k x e� � = 1 l� '-atl Mg: 2, — M 5 , Product Approval Mf � = M L61 / Product Approval M t Mg.j ± = M,3 1� `Cf k � ° Product Approval Mry�� ° 1 Method 2 "Simplified 7 ilc Calculations Per Table Below" t Required Moment of Resistance (Mr) From Table Below Product Approval M M, uired Moment Resistance` Mean Roof Height -> Roof Slope 16' 20' 25' 30' 40' 6 29A 28-0 29A 20-9 22-4 ?Must be used in conjunction with a list of moment based file systems endorsed by the Browatd County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the values ror Fr. If the F values arc greater than or equal to the Fr values. for each area of the raif, then the the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Yl: x L = x w: _ ) - W: X cos 0 = Frt Product Approval F (P,: x L = x w: _ _� - W: x cos 0 = Fr2 Product Approval F (PI: x L = x w: _ _) - W: x cos 0 = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure Pi or P3 or P3 RAS 137 Table I or by an enstincering analysis ompared by PE based on ASCE 7 Mean Roof Hei ht H Job Site Rool'Slonc 0 Job Site Aerodynamic Multiplier ,l Product Approval Restoring Moment due to Gravity M& Product Approval Attachment Resistance M Product ADVWVW R aired Momrnt Resist M Calculated • • • Minis unwAtwhthe • • • • • • • • , • • • F Product Approval tsar • •• ••• •• • • •• R .iced U Iift Resistance Fr Calculated • v M9e-T1l%Wcighl W Product Approval • • • • • • • • • • • • • • L•14th i i • • i �ilc D�tlensto • vldth Product Approval • 4V� All calculators must be submitted to the building official at the time of it application. FLORIDA BNILDINQ 00DE �- BVILDMO • M I A M NDADE� MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 'MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) _ CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems Over Wood Decks 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. •Y YYY Y Y Y Y . YY INE7 JVJ iIOff : 3k Lopy:Dfthis entire NOA shall be provided to the user by the manufacturer or its dis(•L}tutpytafld $hlltl • ba 4vaida6le for inspection at the job site at the request of the Building Official. This NOA renews NOA No • 03. . : 0827.05 and consists of pages 1 th ugh 21. Thasult0mitted ®cupentatigh Vaa reviewed by Jorge L. Acebo. . .. . .. . . .. .. .. .. .. . . • • NOA No.: 08- 0227.07 a r D t ADECUNTY Expiration Date: 06/19/13 13 • � • • • • Approval Date: 05/15/08 • • • • • YYY • • • Page 1 of 21 • • • • • Y • YY •• • • Y Y• Y• YYY • • • YY• • • Deck Type 1: Wood, Non - Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: �1 G1asBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 1 I ga. annular ring shank nails and approved tin caps 8 in the lap and three rows staggered in the center of the sheet 8 "o.e. Ply Sheet: f Two or more plies of Flintglas PIy Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #IS Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Cap Sheet: (� , (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full t.' mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: I . Gravel or slag applied at 4001blsq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 601b./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galJsq. or Monoform compound; surfaced with I gal. /sq. Sta -Kool non - fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) •• .•• • • • • • O• . • • • • • • • • +. • • • NOA No.: OS- 0227.07 QADc bD EOUN Expiration Date: 06119113 ` P P R ' Approval Date: 05/15/08 • • • • • • • • Page 19 of 21 +•• • • • ••• c • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. 1sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements. of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Applibation Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for • enhilced Castlning V e4lianced pressure zones (i.e. perimeters, extended corners and corners). (WhO tli 44t4ti3n2s specifically referred within this NOA General Limitation #7 will not be %pelloalla) i i i • i • • ' • • • • • • • • • as OF THIS ACCEPTANCE . ••• ... ••• ... . . . . . . . . • • • • se • • • NOA No.: 08- 0227.07 M144M • Expiration Date: 06/19/13 ' '_ Approval Date: 05/15/08 • i • i i i i • e • i i Page 21 of 2I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TGFU.R11656 - Roofing Systems Page 3 of 3 Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polylsocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane — Three or four layers of Type G1 "Flintglas" ply sheet. Surfacing: — Gravel or slag. 8. Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polylsocya n u rate, perlite, glass fiber or wood fiber. Base Sheet: — One layer Type G2 " Glas6ase" base sheet. Ply Sheets: — Two layers Type G1 "Flintglas" ply sheet. Cap Sheet: — One layer Type G3 "Flintglas" cap sheet. g o : g o •• ••• • • • • • •• •• ••• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • http:// database. kil� ;ciAi4KYV /'t.tmplate/LISEXT /1 FRAME /showpage.html ?name =T... 2/26/2009 c MIAMI -DARE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 900 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 cons i sts of pages • 1 throggh 7. The submitteJ I*oipettajioh tat reviewed by Alex Tigera. . •• • • • • ••. . 00 ... .. . . . .. •.. •.• ..• ..: ••. A• • NOA No.: 06- 0524.02 • • • • • • • • • • • • • • • Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 1 of 7 • • •.. . • . •.• • . . . . • • . . • • • . .• •. . • . •. •• .•. . . . ... • • ROOFING ASSEMBLY APPROVAL CateEorv: Roofing Sub- Cateeorv: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa 900 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 Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 17" TAS 112 Low profile, interlocking, high pressure Villa 900 w= 13" extruded concrete roof file equipped with one %z" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) RedIand Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) .. .... May 1994 . . .. .. Theventer tor'Appled 94 -084 Static Uplift Testing Engirteorino 0 lik : � : � • TAS 101 (Mortar Set) .. .. .. . . . .. • • • • 0 • • , 0 ; • • ; • : NOA No.: 06 0524.02 • • • • ' ' ' ' Expiration Date: 09/21/11 00 Approval Date: 09/21/06 Page 2 of 7 . . 0 :0 . ... . • . . . . . . . . . . . .. •• 0 . •• •• Test Agency Test Identifier Test Name/Report Date Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers May 2006 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity April 2006 .. ... . . . . . .. . ......... . .. ... .. . . . .. • • • NOA No.: 06- 0524.02 • • • • Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 3 of 7 . . . ... . . . . . . . . . . . . •• •• • • . .. .. ... 0 0 0 ... . . 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 Villa 900 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 -1(ft) Width -w (ft) Monier Lifetile Villa 900 10.94 1.425 1.08 Concrete Tile Table 2: Aerodynamic Multipliers - A, ft Tile x (ft) A, (f e) Profile Batten Application Direct Deck Application Monier Lifetile Villa 900 Concrete Tile 0.289 0.289 Table 3: ring Moments due to Gravi - M ft -lb Tile 3 "•12" 4 "•12" 5 91 •12" 6 "•12" 7 "•12" or Profile greater Monier Lifetile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Villa 960 Deck Deck Deck Deck Deck Concrete Tile 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 .. ... . . . . . .. .. . . . . . ot go: • NOA No.: 06- 0524.02 .d • • • 0 • • • • • • • Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 4 of 7 goo . . . . . . . . . . Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" (min. 19132" plywood) plywood) Monier Lifetile 2 -10d Ring Shank Nails 27.8 37.4 28.8 Villa 900 1 -10d Smooth or Screw 8.8 11.8 4.1 Concrete Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Ch 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli Table S: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Villa 900 Concrete Adhesive 26.1 Tile 1 See manufactures compo nent approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product Inc. Average weight per a 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Villa 900 Polyfoam PolyProTm 86.61 Concrete Tile Polyfoam Poi ProTm 45.5 3 Lar a Paddy placement of 54 rams of Pol ProTm. 4 Medium Paddy placement of 24 rams of Pol ProTm. • ••• s•• ••• •• • � •• • • • • • • NOA No.: 06- 0524.02 .� • • • : • • • • • Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 5 of 7 • + ••• • Table 6B: Attachment Resistance Expressed as a Moment - M -lbo for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Villa 900 Concrete Mortar Set 20.60 Tile 5 Seespecific mortar manufacturer's Notice of Acceptance 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 ". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. e• • ,• •e • • • •• • ••• ••• ••• see ' ' • • 0 • • • NOA No.: 06- 0524.02 ' �, • • • • • • Expiration Date: 09/21111 Approval Date: 09/21/06 Page 6 of 7 ••• • • • ••• • • PROFILE DRAWING Nd holes 12" ovmtK e 2 1 /6 1 17" J, Ut�udel�cit:k fi 13" MONIER LIFETILE VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ....... . .. .. '• ' i i i i e i '• see 000 0 ' • • 0 • • • NOA No.: 06- 0524.02 ! • • • • • • • Expiration Date 09/21/11 Approval Date: 09/21/06 Page 7 of 7 MIAMI. BADE MIAM [ -DADE COUNTY, FLORIDA mo METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. . .. . . . . ... . • . • •• ••• •• • • • •• "' "' "' ' NOA No.: 06- 0201.02 • • • . • • • • • • Expiration Date: 05/10/11 • Approval Date: 04 /13/06 Page 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro@ 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 Test Product Description Specifications Polypro@ AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro@ RTF1000 N/A Dispensing Equipment ProPack@ 30 & 100 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: Pro perty Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined �..b3; aecsyted A§ V1*.te1? methods and are subject to normal manufacturing variation. . .... ..... . ...... ... . NOA No.: 06- 0201.02 . . . • • Expiration Date: 05110111 • • •. to • 0 0 0 Approval Date: 04/13/06 Page 2 of 7 • • . . . • • . • . . .• •• . • • •. •• ... . . . ..• . • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA 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® Ali 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. I I 000 • • b"`: MS 06 . • . 00: • NOA No.: 06- 0201.02 — • • • • • • Expiration Date: 05/10111 • •. • • • • . • Approval Date: 04/13/06 Page 3 of 7 •.• • . . . •.. . . . • . • • • . • . • ..• • • . •.• . . INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet, 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. PoIyfoam 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. PolyprolD AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. ( ams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All PolyproO AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As regWr"4y 4h jg pfJ&lal or applicable building code in order to properly evaluate the insta Eton f tla:;Atc:n;.; •. • . • • . • .. ... .. . . . .. . ..: .:. ••t .•. 4 � • • � � • NOA No.: 06- 0201.02 — • • • • • • Expiration Date: 05 110 111 • • • Approval Date: 04/13/06 Page 4 of 7 ... . . . . ... . . . .. .. . . . .. .. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nap through pbsk cement Paddy (Beasath Too) Nap through plaspc cement Bnderlayment Paddy (Benue Tpe) UrderteymeM 1 10 tn. ° 10 In. 21n ° EareCourse ° Faseb EWCom'm Facts Waphob Eeve omseonhy. Eave camar a* Eave chum EMClaeme KeepadesBreatprorc Keep adhahreapprox. Drip edge 4 In, up6mnwesphoba 4hi. tip here weepholea Nap through pbdt cement Paddy meftedh Tlb) 1) Piece 0=0 adheahre W addsrre 17 to 23 PsOee w 2 Pp P eanertt Undertayment Km Inches hes In cord with me pan th a � 2)Tam carers ap Wodoam Place wive 112 hr. To 1 In. From outride edge of cm tk Then Install the tk o Underbynaem 10 in. / 2 In. FaveCowse Faye Cbsore Q%� Eave course onV.. Keepadhe"approx 4br up homaeephola Fascia / Sheathing come cow tk Abut tosecord course of Pan fibs Ensu Xesoddp Point fl sh a on olpU Faye dosure ole Fasca B () . _ 4 • • ; ; NOA No.: 06- 0201.02 • • • • • • • Expiration Date: 05110/11 • • • Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through Plastic cement Paddy (Beneath Tie) Nall through plastic cement Paddy (Berreath TIle) Underlaymam °� Undereymem 71n. �2 In, ° T ln. min. ° Em Course •Q ° ° Fascia Fascia Weephole Ems Emclosure Eave Closure Do edge Nall through plastic cement paddy (Beneath Tie) Uruieriayment ° T in. i In. Eave Closure Eave Course Facia •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ©• • • • + NOA No.: 06- 0201.02 • - + • • • • Expiration Date: 05110111 • • ' Approval Date: 04/13/06 Page 6 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i i ADHESIVE PLACEMENT DETAIL 3 DOUBLE PA TTY Nail through plastic cement pa* Nall through plastic cement Single paddy under tile (between tile) Un*WdaymeM Single paddy between the 21n. x 7 in. medium (under tile) size paddy save ° course only " Single paddy in, 4 I x 3 In I x 3 in. under We ` Single paddy on 21n. 4 In. Single n',,� 2 In. under- paddyon yr layment under. layment Single paddy Fascia Eave cause on top of the Weephole Single paddy 2 to X 7 In. medium Cm Ewe closure on top of Me size paddy save IMP edge Faso com'se only Nail through plastic cement Single paddy under the Single paddy between file ° J� ', e " 3 In.x 3 in. 4 In. a Single paddy on underlayment 2 n. ° Single paddy Eave Closure an top of the 21n. x 71n. medium Ea" Course Pasch Ply me course only •• ••• • • • • • •• •:: .. .. . • . • ::::'•D OF THIS ACCEPTANCE ... . :0 • • • • • NOA No.: 06- 0201.02 • - • 0 : • • 0 • :: Expiration Date: 05110111 • - • • • • Approval Date: 04 /13/06 Page 7 of 7 ••• • • • • ••• • • : :••• :: : : :•••: ••• • • • ••• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 135427 Permit Number: RF -2 -10 -214 Scheduled Inspection Date: March 24, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: RAMOS, FIDEL Work Classification: Tile/Flat Job Address: 318 NE 101 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060135310 Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments Inspector Comments Passe ?,) Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2010 For Inspections please call: (305)762 -4949 Page 7 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 135427 Pe Number: RF -2 -10 -214 Scheduled Inspection Date: March 24, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: RAMOS, FIDEL Work Classification: Tile /Flat Job Address: 318 NE 101 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060135310 Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments Inspector Comments Passed El Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2010 For Inspections please call: (305)762 -4949 Page 7 of 20 Lab Report No. S10 -138 Providing Solutions to the Roofing Industry C.A. Lab Certificate: 08- 0514.0? 14.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADF, COUNTY PROTOCOL. TAS -106 PROPERTYADDREss. 318 NE 101 St Miami Dade. PERMITNo: RF2 -10 -214 OWNER: Fidel Ramos ROOFING SQUARES : CONTRACTOR: Miami Roofing Systems Inc. ROOF PITCH.• 4:12 TILE TYPE: Double Roll INSPECTOR INIMLS: 7L ATTACHMENT.• Polyfoam TEST DATE: 3/22/2010 Testin E ui ment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. I RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 30 -35 Passed 16 -20 Passed 36-40 Passed THIS ROOF HAS: PASSED IXI FAILED H THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DARE COUNTY TAS 106. "ROOF SKETCH" �--- 20' —♦ 31 32 33 14 —0 ~— 14' 34 36 35 Flat 25 24 37 29 26 23 14' 27 1 30 28 32' 38 22 ♦8'♦ 39 5 6 21 15 4 7 40 8 16 3 17 24 , 41 42 9 13 14 -14' —0 6 1 2 10' 12 .4 32' 10 11 �— 12' —► Reviewed by: Front Alberto Cardona, . -Lic #17138 7020 NW. 37 Ct. Tel: (305) 256 -4550 Hialeah, FL 33147 www.floridatec.net Fax (866) 256 -6833 Lab Report No. S10 -138 FLORIDA TEC Providing Solutions to the Roofing Industry C.A #: 26095 Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO CONIPLY WITH METRO -DADS COUNTY PROTOCOL TAS -106 PROPERTYADDRESS.• 318 NE 101 St Miami Dade. PERMITNo: RF2 -10 -214 OWNER: Fidel Ramos ROOFING SQUARES : CONTRACTOR: Miami Roofing Systems Inc ROOF PITCIL• 4:12 ` TILE TYPE. Double Roll INSPECTOR IN mLS.• JL ATTACHMENT. • Polyfoam TEST DATE: 3/22/2010 Testing Eq uipment: Di ital Chatillon DFIS 200 Test Tabulation Require Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 30 -35 Passed 16 -20 Passed 36-40 Passed THIS ROOF HAS: PASSED X FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" �-- 20' --10 31 32 33 14' —► ~— 14' 34 36 35 Flat 25 24 37 29 26 23 14' 27 30 28 i 32' 38 22 1-8' -► 39 5 6 21 15 4 7 40 8 16 3 17 41 42 9 13 14 24 , 4 - -14' —0 6 1 2 10, 12 �-- 32' 10 11 �--- 12' — 0 Reviewed by: Front Alberto Cardona, P.E. -Lie #17138 3 -- /o 7020 NW. 37`" Ct. Tel: (305) 256 -4550 Hialeah, FL 33147 www.floridatec.net Fax (866) 256 -6833 oRIES. shores IS '9 iami V illage .... 4...� Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 ZtlRIUp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # R o`� -ll� 1� DATE: INSPECTION AFFIDAVIT Q ��Z I �Gy � - e r C�i � o ,licensed as a (n Contracto Engineer /Architect, (Print name and circle License Type) FS 468 Building Inspector License #: On or about 154 / ® , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at 'vI $ (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) X i g nature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. S"T Sworn to and subscribed before me this day of to Notary Public, Sate of Florida at Large r Ir+vl • IO of F110ft • wrloAr�rar�ta�,�ofa res� 'General, Building, Residential, or Roofing Contractors or an d' ed n. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspec6 n Revised on 5/2112009 I