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RF-11-2253Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168115 Permit Number: RF -12 -11 -2253 Scheduled Inspection Date: December 22, 2011 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 9160 NE 8 Avenue BLDG J Miami Shores, FL 33138 -0000 Project <NONE> Contractor: ALL JER CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 113206044001 Phone: (786)348 -9180 Building Department Comments REPAIR LEAKS APPROX 140 SQ FT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167372. December 21, 2011 For Inspections please call: (305)762 -4949 Page 23 of 25 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING DEC 0 5 2011 DJ B Y7 -_Y Permit No. -411Z0 Master Permit No. OWNER: Name (Fee Simple Titleholder)N3t10 5 ' � �O Phone# 7 �- 0 I Address: 715 iVc- City: PA OMi .11nft5, State: Zip: ,33136 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: I t lD 0 Ni City: Miami Shores Folio/Parcel #: County: Miami Dade Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 79 1( C/t 6....9 57:1:00 e0.J Phone #: 314 3"/,--2/:0 ess: /ZZ` -9Cf SW 0 4 7!1 t- 01 -44zyt,;6' 37e/Le State: �C Zip: 31/.9S- Qualifier Name: iJ O se A.n�+,� 2- Phone #: State Certification o ' egistration #: e�-�- -' /3Z-80 Certificate of Competency #: Contact Phone#fl t �> . 481 .5-1 5 8 Email Address: DESIGNER: Architect/Engineer: Phone #: o C' ®� - $quare/Linear Footage of Work: / Yo Value of Work for this Permit: $ Type of Work: °Addition °Alteration 1New Repair/Replace Description of Work: /c A / 4,A42 'f� .0 °Demolition a�s��x�x.x +x�x�x�x x� �x+x.x**.xa.�xx� wax �x a.�x+x�xa��x �xnxFeesa�.x�x+r.x a +s.x * a�a� �x . �x�x * *** * *** �***** Submittal Fee $ Permit Fee $ �G/dclzj CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 -Cc° 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 FT.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AIFIJAVIT: 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 comme cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsence of , c posted notice, the inspection will not be approved and a reinspection fee will e charged. Signature Owner or Agent Signature tractor The foreg ing i .trument was . • ledg be •re me thi /� The foregoing instrument was ackno edged before me this, �p` day o , 2011 , b •f�� / D It AL day of //'C_ , 20 l� by who is : sonally known to me or who has produced who is personally known to me or who has pro • uced As identification and who did take an oath. as identification and who did take an oath. y NOTA PUBLIC: Sign: Print: My Commission Expires: APPROVED BY My Commission Expires: & 1ItDIJA1R MVELO NotWY pint . gate of Ftotlda Commiselon #�� Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Miami Sh res Village Florida Building Code Edition V> • city Hurricane Zone Uniform Permit App APPROVED BY DA" ilegitnErtr0 CCMMPUANCE WITH ALL FEDERA SeCtion.A4General Infnrmat aa- ' Maiigkihr t No. Contractor's Name ;1 r/ Se 44 `'prge 2.. .vim .rye— Job Address 004TE AND CCUMiY r-1ULES AND REGULATION! Process No. Dr-11 - ,P ❑ Low Slope Low Slope Roof Area (SF) ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 'Repair ❑ Maintenance Total (SF) %Yo 5F Spctlon B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. A ii.eA Q, FLORIDA BUILDING CODE — BUILDING 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 be ' een the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ) 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 r • : ions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should te., -, = . as part of the agreement between the owner and the contractor. 2. Renailin Wood g Decks: When replacing roofing, the existing wood roof deck may have to be • m accordance with the current provisions of Chapter 16 (Hugh Velocity Hurricane Zones) of the Florida E.: rr. . 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 11 i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or , d notify the occupants of adjacent units of roofimg work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail ns of the underside of the decking may not be acceptable. The Florida Building Code provides the 11...Mt: I 11g this appearturee_ . Ponding Water. The current roof system and/or deck of the building may not drain well and may 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 and performance of the new roofing system. Ponding conditions may not be evident until the fing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov ow scuppers (wall outlets) are not provided It may be necessary to install overflow scuppers in j with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduaedrItt may be beneficial to consider additional venting which can result in extending the service life of the root ogzAtri- (91L /' t ?� o y ?.o t 1 bate Owner's/ gnature .alas., F•e• the Shores Plaza East Condomfisfian Association, Inc. 745 North East 91st Street Miami Shores, FL 33138 305- 759 -9069 / FAX 305- 759 -2101 E-MAIL spe123@att.net December 5, 2011 Miami Shores Village Building Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Sir / Madam: This letter will serve as your confirmation that All Jer Construction, Corp., has been contracted and is authorized by the Board of Directors of the Shores Plaza East Condominium Association to perform roof repairs at building 9160 NE 8d' Avenue, above unit 4J. Should you have any questions regarding the enclosed, please feel free to contact the condominium office. Sincerely yours, INC/D/21147 Robert Gonzalez President cc: file 12,166\1 Permit No: 11 -2253 Job Name: December 6, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide a roof diagram showing all repairs for this roof in the past 12 months. Roof repairs may not exceed 25% in any 12 month period. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 gmv7.)-7/7.2 DEC 0 9; 2011 gy BY: 35i F-6A Kcerli 141 q160 mg h'Aij 7eliatt SIAD PeS v.?Do;IZA1 SLOWS 742* 1:4-ci c9,0Q0 "-o; ii-ws3 DEC 0 9 2011 BY: . 35i rifer--t11.1 q mg. sihnv TeLvz-- 144.04; sLores -700;ticzt,1 Skokics 76- bif coioc20 ';. r. 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