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WS-11-1862Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165381 Scheduled Inspection Date: November 21, 2011 Inspector: Bruhn, Norman Owner: ZEGAR, CHARLES AND MERRYL Job Address: 29 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BUILDING CONCEPTS OF FLORIDA Permit Number: WS -10 -11 -1862 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (212)397 -9019 Parcel Number 1132060130090 Phone: (305)796 -0096 Building Department Comments REPAIR 3 DAMAGE WINDOW OPENING AS PER ENGINEERED DRAWINGS Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C/G November 18, 2011 For Inspections please call: (305)762 -4949 Page 20 of 47 LETTER OF COMPLIANCE November 2, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special Inspection Project: Residence 29 NE 91st Street Miami Shores, Florida Dear Sir; Edward L NDERS, DoE CONSULTING ENGINEERS Permit No. ' \I S to 1 1 - MO- Contractor: L4itprs I, Edward A. Landers, P.E. having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgement, the structural envelope components of the above referenced structure is in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -build condition of the structural and envelope component of said structure. This document is being prepared in accordance with Florida Building Code 2007 Edition and is being submitted to the Village of Miami Shores Building Code Compliance Department at the time of the final inspection for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Very trul yours, Edward A. Landers, P.E. 7850 NW I46TH STREET, SUITE 509 * MIAMI LAKES EL 33316 PHN: (305)823- 3938 * FAX: (305)823 -9355 PERMIT NUMBER: ARCH/ENGRz /trtie, EDWARD A. LANDgRS, 7850 N. IN. 146th St, Suite 509 Miami. Lakes, Florida -33016 LOG OF APPROVED INSPECTIONS TO COMPLY WITH FLORIDA BUILDING CODE 145.13.4.1 TYPE OF iNSPEC110,4 COMMENTS: APPROVED BY: TYPE OF INSPECTION: COMMENTS: OVED BY: '• DATE: DaNFoRme TYPE OF INSPECTION: COMMENTS: APPROVED BY: DATE: WINDOW AND DOORS DATE Cr",":147144'74' APPROVED BY: TYPE OF INSPECTION: COMMENTS: APPROVED BY: 0 DATE: • • ..7.tr + • . TYPE OF INSPECTION: COMMENTS: APPROVED BY: 1, S. r".. Revised as of 02/28/2002 f:/bu1VlackAM44001-02/cxmtra", 04, : Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 `�� f^ Permit NoU`) I Yv(2-- Master Permit No. "/ — BUILDING PERMIT APPLICATION FBC 20 RECEIVED OCT 122011 BY: Permit Type: BUILDING ROOFING OWNER: Name (Fee Sim le Titleholder): ` &3 '-- Phone#: Address: a Ne ," s r City: / .r sive) 467 State: Zip: 35 13 7 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / A/C- f/ .577r— City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 1.1/f-biN'4 6'4 f$ Phone#: 30-c 7f4 4 '4 Address: 20 CI Aide, 7 57 City: t /ftt4 / State: Zip: 33 to Qualifier Name: t4 Lcv,t...)/ Phone #: N 79 ea i State Certification or Registration #: C 8C- U 3 t S 5F7 Certificate of Competency #: Contact Phone#: 3c,j 794 % . Email Address: V Ieb 1 ; 6 DESIGNER: Architect/Engineer: EP LA IVO f=1/2-s Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition Alteration New epair/Replace UDemolition Description of Work: /FEpu/t 3 ,bAr 44D to /,A,/,664,; e ✓/ /04 3 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Feeler *****+ xx�******** �k�x�k**** �k�x�x�x *�kN��k�k�k�xx�x�x��k**** Submittal Fee $ Permit Fee $ �(%o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ k) r f (J(ew vect TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated 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 after the building permit is issued. In the absence h posted notice, the inspection will not droved and a reinspection fee will be charged. Owner o ' A..;' t Contractor The fore oin trument was ,ac wledg be a this `, The fore trument was acknowl ed befor. me thi 11 day of , 20 � , by day of , 20 if/ , by � .■• . who is personally known to me or who has produced who is personal to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT Sign: Print: UBLIC: 4 My Commission Expires CARLOS G MENZEL Notary Public - State of Florida My Comm. Expires Apr 5, 2014 Commission # OD 978958 NOT ' it UBLIC: �. iii Ymm. Expires Apr 5, 2014 Sign: Print: My Commi • a My Commission # DD 978958 *** * * * * * * * * * * * * * * * * * * ** *aer *** �x*, xx�******************+ x+ x*********+ x�x******** x�x�: x, x�x�n�a* x�x�**** �x�x +x** **,x�x�x *�x****�x** **x�*** APPROVED BY /0-101.--q Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) (OCT 1 2011 October 5, 2011 Miami Shores Village Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attn: Building Official Re: Structural Report on Concrete Repairs Project: Residence 29 NE 91st Street Miami Shores, Florida Dear Sir; Ed 'lard LANDERS, RE --- - - - - -- - - rCONSULTING ENGINEERS l�Sll --\ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT A-0 /& SU[3JECT TO COMPLIANCE WITH ALL FEDERAL iATE AND COUNTY RULES AND REGULATIONS We inspected the current condition of the existing window lintels at the above referenced project. The investigation of repairs was limited to the exterior elements of the building structure at this time. The existing concrete structural elements exhibit spalled and deteriorated concrete at the concrete lintels over the existing window openings in the building. The concrete surfaces require removal of all spalled and deteriorated concrete, the cleaning and coating of rebar, crack repair and the application of hand applied repair materials. We recommend, therefore, that the following repair procedure be implemented to repair the existing concrete lintels and cracks on all designated surfaces, to prevent further deterioration. All repairs shall be made in accordance with approved methods and procedures and per the manufacturers' material recommendations. Work under this permit application will not reduce the structural strength of the building or any member thereof. CONCRETE REPAIR RECOMMENDATIONS The following is our recommended repair procedure for all spalled concrete areas as well as cracks in concrete surfaces. The specific areas include the concrete spalling at the concrete lintels over existing openings, or any additional observed conditions. We recommend concrete repair for the structural elements and submit the following procedure described as follows: 1. Remove all loose and deteriorated concrete with a light- chipping hammer in all areas that exhibit concrete cracks and spalling. 2. Randomly test areas with a hammer to determine any additional areas for 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX (305)823 -9355 � + ward RE. L t11i VDERS, fl oEe CONSULTING ENGINEERS removal. Do not remove any sound concrete from around rebar. 3. Tie -up and secure any sagging re -bar and support as required. Do not remove any existing re-bar without prior authorization. 4. Replace deteriorated re -bar only as required by the Engineer. 5. Wire brush all exposed re -bar to remove all loose scale, concrete and rust. 6. All cleaned re -bar should be coated with a rust inhibiter as soon as possible after cleaning. The following are acceptable coatings: a. Sika Armatek 110 EpoCem, by Sika Chemical Co. b. Zinc Rich Epoxy Primer, B -6270, by Delta Labs c. Corr -bond Euclid Chemical Co. d. Sonnoborn "Sonoprep" e. Approved Equals. 7. The patching material should be a cement -based product designed specifically as a patching material. The following are recommended products that must be mixed, applied, etc., in accordance with the manufacturer's recommendations; ( Coastal Construction Products, 305 - 757 -2121) a. Thorite, by Thoro Products, b. Euco Verticoat, by Euclid Chemical, c. Sonnoborn "Gelpatch" d. Sikacrete 211, by Sika Chemical. e. Sika Top 122 Plus, by Sika Chemical. 8. Apply patching to all prepared surfaces either by hand or sprayed finished sufficiently to match the adjacent concrete surfaces. Concrete may be used to repair the sides of the main columns. All work to be performed by a qualified application contractor in accordance with approved procedures and recommendations. 9 All cracks should be "V'd" out to sound and secure material. The crack must be filled with a Sonneborn NP1 primer and polysulfide sealant per the Manufacturers recommendations. The wall surface may then be applied with stucco and painted. Please call if we can pro ide any additional information or assistance. ward a 0nTers, P.E. Very truly 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 " PUN: (305)823 - 3938 * FAX: (305)823 -9355 ocT 1 f 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE 1 (We) have been retained by 0 d∎I -eft S to perform special inspector services under the Florida Building Code at the project on the below listed structures as of t t5 —5-- I i (date). 1 am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FI3C 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (84409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMf NTS, FBC 1927.12 (R4405.912) ) SPECIAL INSPECTOR FOR Cdot cAe e' o.d7' :. �/illr/e5 Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * '1. 2. AIAIIMaltMET 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect graduation from an engineering education program fn evil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as buldrng inspector or general contractor. 1, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. Ad mandatory inspections, as required by the Florida Budding Code, must be performed by the County. The Village building inspections must be cdled for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Budding Permit 1 will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that. to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the inteit of th; arid Ming Code and are in substantial accordance with the approved plans. Signed and Sealed EngineerIAr l Named LA x,*z.eW, 1 Lt; Address 7fS0 N 60 ! 4-&:°4 Si ? Ott to's ! ,vim-- 3 5 e5( Phone No. 30 S--,P7-.3 —39,3V DATE 10 — S-- (1 li©3b>3 ?dam Created on 6/10/2009 E7 SrrG SLAB i a/Wr • r e • • S • •. • • : .• tY ."1..* • ` "• "aa • � "• • S '•�/: : • •« j sr ,. •. +...+• 4 • . q•;.`. .' eM• v • � • *• • #1t." ;S, ` ®' ••i ' w.�• • ti •. w, "„ +" -e ,•• q • • t• • °J: •y• f e•• • to e- • JJ ' • s y�••d-g a • REPAIR :.-•." s. •s- •Z•ie` I•�a• 9•• e e • ae• NEW coNCRETE TYPICAL REBAR SPLICE DETAIL MIN DOS1•G STAB ---- .�t cowe►aeu • . • • •, •`•.y •. e• a •V <` e•�. •• % "••• • ,5 DOWEL INT0 DQSrG W /6' EMBEDMENT IN EPDXY GROUT S -(Y ACI CODE REQUIREMENTS ACI ?15 and ACI Manual of Standard Practice ACI 318 Building- Code.. Requirements for Reinforced Concrete:. _ _ _ ACI 506 Edge Preparation Guidelines ................ ACI 506.2 Specification for Materials, Proportioning, and Application of Shotcrete ACI 506.4R -94 Guide for the Evaluation Of Shotcrete AC1546R-96 Concrete. Repair Guide ACI 224.1 -93 (98) Causes, Evaluation &'Repair of Cracks in Concrete Structures ACI 228.1R In -Place Methods for Determining of Concrete Stre CONCRETE REPAIR NOTES t Guniits..6e5441VAN!'!'.A ......,.... 5000psi 2. Prepackaged Concrete Repair3000psi ' 3. Reber ... ..... ............................... Grade 60 4. Do not remove any re- bar .with.iess than 10% Corrosion, sandblast and coat per attached Specifications. 5. • Make all cuts square. 6. Trowel finish all repaired surfaces. 7. Add epoxy bonding agent to surfaces prior . To concrete application. .,��. •..- •` .• e �•.•Q t • TYPICAL REBAR DOWEL REPAIR DETAIL Edward A. LANDERS, RE. CONSULTING ENGINEERS .. (305)823-3938 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 P'3 l n ea3oG G 1 LMT! mis- a, 11 Snar -rps t. #38398 DRAWING NUMBER (ex) (Ex) (x) 0 fier)fitzbief +46;7 -58.7 Lt t/fAies. (it ) • (ex) (Os ) eyi-s77/44 0 r-Ptc-47 NIULI-toto (,to 4 G --C:e1+:0Z) CONSLLTING Etopfen 1850 NW 146 tiPaT, SUITE :509 MIAMI LAKES, R. 33016 u. 7) 7 Pemst vitt r Arc Ian ‘41/1/ dc; SCALE: Afri DATE: 1( APPROVED �'f: DRAWN EY tel REVNEED timie) Pie s. DRAWING NUMBER