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RC-18-1732Owner: SAMSOE, LINDA Job Address: 65 NW 105 Street Miami Shores, FL 33150-1241 Project: <NONE> Contractor: JMEC CONSTRUCTION, LLC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-307064 Permit Number: RC-6-18-1732 Scheduled Inspection Date: September 24, 2018 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Work Classification: Repair . Phone Number Parcel Number 1121360050270 Phone: (954)410-4695 Building Department Comments REPAIR EXTERIOR CRACKS TO REPLACE WATER DAMAGED FRAME OF KITCHEN DOOR FROM BASE UP APPROX . 12" ON EACH SIDE & GARAGE DOOR FRAME UP , APPROX 12" ON EACH SIDE . Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid September 21, 2018 For Inspections please call: (305)762-4949 Page 5 of 23 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Issue Date: 812' Permit NO. RC-6-18-1732 Permit Type: Residential Construction Work Classification: Repair Permit Status: APPROVED 2018 Expiration: 02/25/2019 Applicant 65 NW 105 Street Miami Shores, FL 33150-1241 1121360050270 Block: Lot: LINDA SAMSOE Owner Information Address Phone Cell LINDA SAMSOE 65 NW 105 Street MIAMI SHORES FL 33150-1241 Contractor(s) JMEC CONSTRUCTION, LLC Phone (954)410-4695 Cell Phone Valuation: $ 7,500.00 Total Sq Feet: 120 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPAIR EXTERIOR CRACKS TO R Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Return : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REPAIR EXTERIOR CRACKS TO RE Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $4.80 $3.38 $2.25 $1.60 $0.00 $225.00 $60.00 $9.00 $6.40 $312.43 Pay Date Invoice # 08/29/2018 06/25/2018 Pay Type RC-6-18-68033 Credit Card Credit Card Amt Paid Amt Due $ 262.43 $ 50.00 $ 50.00 $ 0.00 1 Available Inspections: Inspection Type: Final Review Structural Review Building Review Building In consideration of the issuance to me of this permit, I agreeto perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawing , statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done .y either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINIbO S, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foreg construction and zoning. Futhermore, I authorize 1 ing to ove-n tion is accur ed c and that all work will be done in compliance with all applicable laws regulating ctor to do the work stated. August 29, 2018 Authorized Signature: Owner / A can ontractor / Agent Date Building Department Copy August 29, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AEG 17 2018 BY. 1- FBC 20 Master Permit No. �C �c`' - Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS 4 I,' V) JOB ADDRESS: I ��� 1 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: // / (n —t $ O Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J_' (A1' 4 S i9 A% S G� �- Address: (2 i I o 1 City: A I &NV)) 5 I b V-( 5 State: rz- Phone#: Z C' ✓r- 7 $ 7- 7F/ Zip: 7_'SLS/ JSV Tenant/Lessee Name: Phone#: Email: A--•Ci ,1-/�0 t/,,1. JL/- ) 4 .e C1 Al CONTRACTOR: Company Name: TA:3( GbL) ST/t (/ L6'N Address Z� 11 kLw_tC( 1�c�ke ���� - q Phone#: 3 c.Dc" 52 ( ( ›d7 City: 0 (/t l t .a IA o QCf' (, (1 State: / l Qualifier Name:..: r /.- I @ FIN('-&,s f 7 17 Phone#: State Certification or Registration #: r 0 0 (9O J1-QC1 Certificate of Competency #: DESIGNER: Acehft& Engineer: La-h W e.✓5 ? 6 Phone#: ] vtr 'J Address: �g�O w '`iro �`�I ��Q CityA(LtUA I /c1 k.4- State: FJ Zip: � ) Value of Work for this Permit: $ / Se7`a Square/Linear Footage of Work: 7Si 1K Type of Work: ❑ Addition ❑ Alteration I 1 New ❑ Repair/Replace ❑ Demolition Description of Work: C t7 cif f--6 e( I ( Specify color' of'color thru:tile:` ;f Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ .• ' Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 1 . (Revised02/24/2014) r*` • • 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 'i Signature G7,(�.,(i Signature OWNER or AGENT The foregoing instrum t was acknowledged before me this 'I day of ' 20 ' e , by K ck ca.Vl'15 O e , who is e�rsona y n n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ,PA;::r:04., LAURAFARLEY * ; * MY COMMISSION # FF 188027 EXPIRES: March 16, 2019 +4. soo° Bonded ThruBudget NotaryServices or ************************* APPROVED BY ,~ f CO TRACTOR The foregoing instrum nt was acknowledged before me this It" day of ,20Z,by , si is personal s known to me or who has produced identification and who did take an oath. NOTARY PUB Sign: Print: Seal: Plans Examiner * MY COMMISS s # FF 188021 EXPIRES: March 16, 2019 0 4 eon Fv0111P' Bonded Thru Budget Notary Services as Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature (YaL A Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1 G day of u\._\ --? e-- Notary it .!NE, (AURA FARLEY * -(A * MY COMMISSION / FF 188027 u i EXPIRES: March 16, 2019 nF Bonded Thru Budget Notary Services SEAL: ,20 I� who is personally known to me or has produced as identification. J.M.E.0 2511 N.W.17' Lane - Suite #4 Pompano Beach, F1.33064 CGC060569 S « f� State of: Florida County of: Dade Before me this day personal appeared Eric Finkelstein who, being duly sworn, deposes and says : That he will be the only person on the project located at.,‘6 dit..0,06,...6fM'anu. Shores Fl 33138 Sworn to and subscribed before me this Ati`;o LAURA FARLEY •* MY COMMISSION # FF 188027 EXPIRES: March 16, 2019 ?FaFv00 Bonded Thru Budget Notary Services d'AA-4(/ cbav Af We(' I ',0:a1)) T APPROVED ZONING DEPT • • •• • BY ••. • •- • •• •• • •.• • •n ••• • •• \,,6;Ila,. • • • • D �\ • • •�.• •, • •• • :.• • • . •• • • • ....•— BLDG r- P T • ED AV". • bl}r T O ; C• • • • •. . cron-L 6s Nw lOS Sk�wk •!,;•;ULATI:!NS • • .. .. • • • .. .. • • • • • •. • • • • • • • • • • • • ••• ... . • . •.• • • • •• • • .. • • • • • • .. 1 hereby certify to ati parties inter- ested in title to premises surveyed that the plat shown on this sheet ,is a true and correct plat of survey made under my direction of dot i1, Block 203, "DUNNING 8 recorded in plat book 41 , page 51 Public Records of Dade County, Florida. That the building and, other im> provements ' lie as shown on this plat` That there are no encroachments whet soev a r. That dimensions shown are true and correct to the best of my knowledge, information and belief. � Richard . F. Giersch, Jr. Registered Engineer. and Land Surveyor No's. 1 083 and 89 Date 2�10..47 Kai D. Semsoe. 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August 16, 2018 Village of Miami Shores Building and Zoning Department Miami Shores, Florida 331'38 Attn: Building Official Re: Structural Report on Concrete Repairs Project: Cahn Residence 65 NW 105th Street Miami Shores, Florida 33138 Dear Sir; Edward A. LANDERS, P.E. CONSULTING ENGINEERS •••. • • • •••• • • • • •• • •• • • .• •• • • • •••• • • • . ••.. . •.• • • • .• • • • . •• •• • • • • STRUCTURAL REVV\j.• jAPPROVED DAT .. • .• • • • • .• • • We inspected the current condition of the existing tie beams at the above referenced residence. 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 tie beams around the perimeterof the building. The concrete surfaces require removal of all spalled and deteriorated concrete, the cleaning and coating of rebar, rebar replacement (as required) and the application of hand applied concrete repair materials. We recommend, therefore, that the following repair procedure be implemented to repair the existing concrete tie beams 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. The Structure has Tess than Substantial Structural Damage. 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 exterior tie beams, any cracks on wall surfaces, 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 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 • Edward A. LANDERS, P.E. CONSULTING ENGINEERS areas that exhibit concrete cracks and spalling. 2. Randomly test areas with a hammer to determine any additional areas for 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, concreteagd rust.. 6. All cleaned re -bar should be coated with a rust inhabiter as soon a epo'ssible'MftUr .. . .. . • .• .. . 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 undersides of the main beams. 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 provide anx,�adtt t rkkgiation or assistance. Very truly you No 38398 ward A. Lan ers, P.E. STATE of + 7850 NW 146TH STREET, SUITE 50,,"IV • *• `$L 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 dldd63E6151 E .. ... • • . • • • . . . .. ••. .. . • • . • •• • Oil* . .. • . • • • • • • . . • •• ID. • •• • •• . . • • • . . • • • • ID • .. . .. •• • . • . •.. • . • • • • . • • • • • • . •• • • • • . •.. • • • • • . f • • • • • • • • •• • • • • .. . • • • • OS 00 c Edward A. LANDERS, P.E. Exposing and Undercutting of Reinforcing Steel These details Ina sppUcable to hodrm1L vertical. and ovet red {otxtions. They rue also applicable to removal byhydro-dmtdkion.hydra milli gotaielec- Vic. remade or hydrauliclmpactbreskeu. • o Remove loose or determinated concrete above cor- roded rdntoreing steed.. e Once initial ranovsls are made, proceed with the undercutting of ail exposed corroded barn. Urder- cookhg will provide clearance for under berclesn- •tng and full Isar circumference bonding to surrounding concrete, end wW seams the repair structurally. Amide rrdninrum V. inch (19 moo) darer* betweeneszsosed rebus eral sorrow:ding tooerete or rA Inch (6 nun) larger than largest aggregate In repair maod*L oAbkf•ver fa greater. 0 Concrete rnrrovdsiqull extend along the ben to torsions along the bar free of bond Inhibiting corrosion, and where the bar is well bonded to surrounding concrete. 01f non -corroded reinforcing steel is exposed dur- ing the undercoWng process, a to shall be taken not to damage the bar's bond to surrounding concrete. U toad between bar sad concrete 1s broken, undercutting of dos Mr shall be required. ® Any reinforcement which Weise shall be secured In pkxe by tying to other secured ban a by other improved methods. Removal Geometry �Cialiap� Setae :betake na{ovila'.Ytiwbr 7lreIbvetj o i4itbn it p •edb PJov�7� yi6i{e�ij PvtlPrhrye�shNb Plevatlon Becton :v Iv Seam or RIb &ab or War Pude' Depth Mob or Wall Full Depth Cleaning and Repair of Reinforcing Steel Cleaning of Reinforcing 8tar•1 e All heavy corrosion and sale should be removed treat the bar u necessary to promote maximum bond of replacement material. Oil free ebasive blast Is the pretmed method. A tightly bonded light rust bond -up on the surface is usually not deerhound to bond, unloa a protective coating 1s being applied to the bar solace. In wldch case the' . coating manufacturer's recommendations for sur- face preparation should be followed. Repair of Reinforcing Steel Due to Lose of 8•otion Ifreinforcing steel has lost significant sou section, a suucnxd engineer should be consulted U repairs axe required to the reinforcing steel, one of the following rtpair methods should be used: • Complete bar rep6ocanent, or • Addition ofsupplemcnidtmruvsr dfoctoductho. Required lap' New bars may bo mcahanirally spliced to ddbus or pboedpnultelam)appmxkrmetyshin. (19m.a) from existing has li, laughs sod! be determined in accordance with AA 318; also refer to CRSI and AASHTO mood. • [ ihnolamensal ear Required LP Aliened Length ACI CODE REQUIREMENTS ACI 315 and ACI Manual of Stnndnm Practice ACI 310 Building Code Requirements or Reinforced Concrete' ACI 508 Edge Prepantlan Guidelines ACI 500.2 Speciticaoon for Materials. Proportioning', nt8 Appscalion of S ion:rata ACI.508.4R-94 Guide for the Evaluation Of Mutes olo ACI 546R-96 Concrete Repair Guide• ACI 224.1-03 (98) Comae, Evaluation is Repair of Cracks in Concrete Structures ACI 220.1 R In -Place Methods for Determining of Concrete Strength Edge and Surface Conditioning of Concrete These details are applb able to horizontal, vertical, and overhead locations. They art also applicable to ramoralby hydro-demosi11oo,bydmmilling, add etec- trk, pneumatic or hydnWlo impact breakers. Do not use those derails forehorereteepplicruloirr . fornhaerert repairs,rryer toACI 506 Edna Prtparo. non Guidelines. o Reaave delaoilwad concrete, undercut rein- forcing steel peter to "Exposing sad Undercut - deg of Reinforcing Steel" on page 3), remove d ditiooal comma as required to provide mini- mum required *lances of repair neteda . e Madge 'melees. provide right angle cuts to the concrete surface with either of du following methods: • Sawau tt2 (13 nun) or let as oqubed in *void cutting reinforcing steel. • Use powereMripmemsuch ashydraWoolition or impact breakers. Avoid feather edges. o Repakeonfguadonss ouwbekept assimpieu Possible. ixeferabls with squared concert. ® After removes eai edge conditioning we com- plete, remove bond inhibiting mnteriab (dirt. concrete slurry: l• rely hooded akxrepla) by abortive Matins or high pressure werablasdmg with or without aconite. Check tin concrete surfaces alter dowsing to lame that surface it free from eddidowd loose aggregate, or thatad- 611ons1 dndamiradons are not puasnt. m Ifhydrodaadldoe istoed, ceneat and particulate slurry must be rani veal from the prepad surfaces before slurry bade.u. Boundary d hose eatddWnanled comets Concrete Repair Recommendations The following Is our recommended repair procedure for all polled coaete areas. The pedflc areas include concrete slabs, concrete columns, beams or any additional observed conditions. We recommend concrete repair for the structural elements and submit the following procedure described as follows: 1. Remove ail loose and deteriorated concrete with a light—dMppktg hammer In sit areas that exhibit concrete cracks and areas that are pilled. 2. Randomly test orsos with o hammer to determine any additional areas for removal. Do not remove any sound concrete from around mbar. 3. Tio—up and secure any sagging re —bar and ewu3ppppat as required Do not remove any existing re —bar without prior authorization. 4. Replace deteriorated re —bar only as is brush all by the Engineer. 5. Wire exposed n—ba to remove di loose scale, concrete and rust. 6. Alt cleared re —bet should be coated with a rust inhibitor as soon as possible after cleaning. The following are acceptable coatings a. Slim Top 110 Armotek, by Ska Chemical Co. b. Zinc Rich Epoxy Primer, 8-8270, by delta Labs c. Corr —bond Euclid Chsmlcd Co. d. Sonnoborn 'Sonoprep' e. Approved Equals. 7. The patching material should be a cement — based product designed specifically as a patching materld. The following are recommended products that must be mixed. applied, etc., In accordance with the manufacturers recommendations: (Coastal Construction Products, 305-757-2121) a. Thane, by Thoro Products, b. Euco Vertkoot, by Euclid Chemical, c. Sonnoba t "Gelpatdn' d. Skacrete 211, by Sko Chemical. e. ska top 122 plus, by Sko chemical. 8. Apply patching to di prpared surfaces either by hand or "prayed finished sufficiently to match the adjacent concrete surfaces. concrete may be used to repair the underetdse of the main beams. All work to be perfumed by o qualified application contractor in accordance with approved procedures and recommendations. Recommended layout CONSULTING ENGINEERS was we rsmr urea• TO. (305) 823-3938 Fax 305823-9355 • • • • • • r • • • • • • • •• a •• • • • • ••3•s• •a • • • • • t • a • • 9 4 • h • •••• • • • • • • • • • • • , • • • • • • • • • • • 1 • • • • •• • •• • • • • •• • PERMIT OW) INFO: APPROVED DV DAZE J Lu I45 UW `� Z*" OROW04 • •• a4•••• • • • • 4 • • •• a • owner yu._—.