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RC-11-910Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161122 Scheduled Inspection Date: June 21, 2011 Inspector: Bruhn, Norman Owner: REGUZZONI, MICHAEL Job Address: 1260 NE 93 Street Miami Shores, FL 33138- Permit Number: RC -5 -11 -910 Project: <NONE> Contractor: J&K CONTRACTORS CORP Permit Type: Residential Construction Inspection Type: Footing Work Classification: Alteration Phone Number Parcel Number 1132050270210 Phone: (305)698 -0105 Building Department Comments STRUCTURAL REPAIR TO THE CORNER BEAMS AND INTERIOR GRADE BEAM Inspector Comments PasseUr��(;(4( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 20, 2011 For Inspections please call: (305)762 -4949 Page 20 of 25 June 20, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Residence 1260 NE 93rd Street Miami Shores, Florida 33138 Dear Sir; Ward tNDER , R CONSULTING ENGINEERS Permit # 2 c ` 5 - / / - 9 1 0 We inspected the installation of the two helical piles at the corner of the building as well as the repairs to the crack and spalling on the existing grade beam. All work inspected is in compliance with the approved plans and specifications as well as the requirements of the Florida Building Code. Please call if we can provide any additional information. Very truly your i r: ward A. L = de P.E. President 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 - 3938'` FAX: (305)823 -9355 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 161425 Permit Number: RC -5 -11 -910 Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: REGUZZONI, MICHAEL Job Address: 1260 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: J&K CONTRACTORS CORP Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050270210 Phone: (305)698 -0105 Building Department Comments STRUCTURAL REPAIR TO THE CORNER BEAMS AND INTERIOR GRADE BEAM Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 159972. No access �/ � r r 4 5 - Gc- r —(---- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 29, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 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 BUILDING PERMIT APPLICATION FBC 20 Permit e: BUILDING ROOFING Permit No. 7 MAY 18 2[H pDi■-1[o Master Permit No. OWNER: Name (Fee Simple Titleholder): M a M t tt 1 (3U 7-2,04 Phone #: e Address: : E 1100 NE q3-� ST City: Al s l fM IO 1*S Vt Y10t, € State: 'F 1G Q Zip: 3 3 /c/ e Tenant/Lessee Name: / Phone #: Email: JOB ADDRESS: Q 2 4 ©VV 6 C13441 SA- City: Miami Shores County: Miami Dade Zip: .33/389 Folio/Parcel #: // 307O5-6,27., O 1 O 7 in Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: L K £ OM&Q 0' 6 Phone i CO '-- 313 9 Address: City: , State: 4 • Zip: 33 f Qua (( C L 1 e J'./p ��'M Phone #:13 125":",..2 /6 -36-3 9 lifter Name: ! State Certification or Registration #: C C # /6 /(D 57 7 Certificate of Competency #: 14 6-7 7 7 7 Contact Phone #: Email Address: J X 600 Q ' C 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 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 no e approved and a reinspection fee will be charged. Signatur� ; ,r Signature Owner Agent Contractor The foregoing instrument was acknowledged before me this a The foregoing. instrument was acknowledged before me this day of a.i , 20 // , by etA„d -f g2z day of , 20 4, by,',� e '30 who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. 9 L- - as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: My Commission Exp APPROVED BY i/%f5 r„ /2.4" //J (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Plans Examiner Zoning Structural Review Clerk 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO: ire 0 ' 1 V TAX FOLIO NO. ,/ —32.46-:-027-M 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Fib 2011 R0.3 50022 OR Bk 27703 P9 3520; (1ps) RECORDED 05/27/2011 13 :52:19 HARVEY RUVU'I, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use Of. recording office 2. Description of improvemen y f%' 3. Owner(s) name ddr : �ffl r Interest in property: i4 ._%� Name and address of fee simple titleholder 4. •;tractor's ame, ad -, and • hone um ber .4 �ad_ f .r i'L_.. AI ue "' . r �.�. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: % Owi�e p � _ /9/ � v8 q /bath' 7. Persons within the State of Florl • a des gnated • y er n whom notices or other documents may be served as provided Section 713.13(1)(47., Florida Statutes, Name, address and phone number: /3e 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, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713:13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF el D TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Vs .. , .11 OF OMM a EMENT. ' • • . r(s) o-0/,) : ' Alr, orized • K.,6% Algill Signature(s) o Prepared B Print N Title /Office cer/Director/Partner/Man g a Prepared By '/f ."-' Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The. • o ng in . t was acknowledged before me this day of .. . l n, o'• Individually, or C as U Personally known, or for `r13 roduced the folio 1 g type of identification: Signature of Notary . Pub Print Naive: (SEAL) VERIFICATION PURSUANT TO SECTION 92525.. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. t a°E F F@_Ci I ; CO°h� rir Cfr Signatures) of Owner(s) or,Owner(s)'s Authorized Offlcer/Direotor/Par M r'Wh ig fi a is Mis office on By By 129.0142 PALE 3 3/10 t't',iiv.S.SmyIlan( i I�1l,.VEY RUVli �sy T' Ih Gt G4 IfU L tarty Courts D.C. CERTIFICATE OF L.IABILI1Y INSURANCE 1 05/142011 producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is Issued as a matter of information only and conferrs no rights upon the Certificate Colder. This Certificate does notamend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer 4 lion Insurance Compan 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The poicies ofmsurarice listed below have been issued to the insured named above for the poky period indicated Natw ithstarIng anyregmrement. term or condition of any contract Or other document Nth respect tOwtiich this certificate may be issued or may pertain, the mstrance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such potties. Aggregate limits shwa) may have been reduced by paid claims tttSR LIR ADDL wSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial Gemini Liability Claims Made [] Occur Each Occurrence $ Damage to rented premises (EA occurrence) $ Med Eep $ Personal Adv Injury 3 General aggregate Emit applies per: Policy ❑ Project ❑ LOC General Aggregate 3 3 Products- ConiplOp Agg $ AUTOMOBILE LIABILITY Any Auto Al Owned Autos Scheduled Autos Hired Autos •O Nanwined Autos Combined Single Limit (EA Accident) 3 MIMI NM Bodily I jury (Per Pelson) $ Bodily Injury (Per Accident) 3 Property Damage (Per Accident) $ EXCESS/UMBRELLA RDeductible LIABILITY Each Occurrence A Workers Compensation and Employers' Liability Any proprietor/partner /executive officer/member excluded? If Yes, describe under special provisions below. WC 71949 01/01/2011 01/01/2012 x I qty L I I ER E.L. Each Accident 31.001.000 E.L. Disease - Ea Employee $1):i000 . E.L. Disease - Policy Units 31.000.00o Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 • Descriptions of Operations /Locations/Vehicles /Exclusions added by Endorsement/Special Provisions: Client ID: 80.65 -962 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. that are leased to the following "Client Company": 3. & K. Contractors, Corp. Coverage only applies to injuries inctrred by South East Personnel Leasing, Inc. active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5552. Project Name: LIC #CGC1516517 & UC #CCC1328953, AS QUALIFIER * FAX: 305-698 -0134 & 305. 558 -98841 ISSUE 01-13-11 (CF) Begin Date: 1/12/2011 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES BUILDING & ZONING DEPARTMENT 100500 NORTH EAST 2nd AVENUE MIAMI SHORES, FLORIDA 331380, FAX: 305 - 7888872 Should any of the above described poises be cancelled before the expiration date thereof, the issuing insurer vat endeavor to mail 0 days written notice to the certificate holder named to the left, but failure to do so that impose no obligation or liability of any lard upon the insurer, its agents or representatives, CERTIFICATE OF LIABILITY INSURANCE PRODUCER Elite Insurance Services, Inc. 6407 Parkland Dr. Sarasota FL 34243 ph 941.925.2990 fax 941.308.1775 INSURED J. & K. Contractors, Corp 385 West 50th Street Hialeah FL 33012 COVERAGES IOATE 05112!2011 THIS ONLY�ANDCONFERRS�NO ®RIGHTS � RTHHFE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE IHSuRERk United Specialty Insurance Company INSURER B: NAMC S INSURER C: INSURER D: INSURER E: THEPOUCIESOFINSURANCELISTEDBELOWHAVEBEENISSUEL ITO HE1NSUREDNAMEDABOVEFORTHEPOLICYPE UODINOICATED.NIOTWRHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCEAFFORDED BY THE POLICIES DESCRIBED HERFJN ISSUBJECTTOALL THE TERMS. EXCLIJSIONSANDCONDITIONSOF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAWS. INSR ADDS LTR ism row or alstmaaws= A MENSAL GENERAL UAWUTY 1 cL JMS MADE © OCCUR e_Ws' LIMIT AFF1 PER: pLjcr 1 I IM s � POLICY M NS1206482 AVM= MIWUZIONI 06/25/2010 06I25!2011 LENTS EACH OCCURRENCE DAMAGE TO RENTED PRFMIRFR (Fa comm a) MED EXP (Any one person) s 1,000,000 $100,000 PERSONAL a ACV INJURY GENERAL AGGREGATE PRODUCT$- COMP/OP AG3 $ 5,000 $1,000,000 $ 2,000,000 $ 2,000,000 AUTOSELMIB M _ ANY AUTO _ ALL OWNED AUTOS _ SCHEDULED AUTOS HIRED AUTOS NON.OWNEDAUTOS CCRIMNED SINGLELIMIT (Ea a E BODILY INJURY peon) BODILY INJURY (Per ) PROPERTY DAMAGE ( ) HARARE usennY RANY AUTO AUTO ONLY -EA ACCIDEN OTHBV THAN AUTO Of EiICFSS/ •LEALOITY OCCUR L.1 CLAIMS MADE RDEDUCTIBLE RmemoM ISOMERS COMPENSATION AND EMPLOYERWMUM Y/ =n,KR EXCLUDED? MgrMaunder PROVISIONS below EACH OCCURRENNC T $ EA ACC $ AGO $ AGGREGATE TIVTARIks 1 EL EACH ACCIDENT EL DISEASE -EA EMPLOYEE E L DISEASE -POLICY Up4TT DESCRIPTION OFOPERAT /LOCATE /1 tEXCLUSIONS ADDED SY / SPECAL P General Contractor CGC 1516517 Roofing Contractor CCC1328953 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Fax: (305) 756 -8972 ACORD 25 (2108101) SHOULDANYOFTEABOVEDESC POLN EE FO TNEEXPEiATIDN DATE TLS, THE INSURER WILL •• ENDEAVOR TO MAIL • DAYS mum • NOTICE TO THE COMMIE HOLDER NAMED TO TIE LEFT. OUT MUNE TO DO SO SHALL IMPOSE NO OWAiATION OR LA NJJY OF ANY SEND UPON M , ITS PANTS OR REPRESENTATIVE& AU7I10RunDiTATiYE ®1 A RD ORA AO rights reserved. The ACORD name and logo are registered marks of ACORD • G9 General Contractors CGC: 1516517 Phone: (305) 216-3539 Phone: (305) 218 -4413 email: jkcontractor28@hotmail.com May 13, 2011 ESTIMATE SUBBMITTED TO: Owner Name: Mike Rigutizon Z 2 te74l Job Site Address: 1260 NE 93th Road St. Miami Shores, Fl. Re: Structural repair to the corner beams and interior grade beam SCOPE OF WORK_' /erAfilkitt ` f' • . Collet ° "n�ce*er e " Roofing Contractors CCC: 1328953 33261 NW 68th St Miami, Fl. 33147 HELICAL PILES 1. At the South East Section install 2 Helical piles as show on plans specifications 2. Supply and install a bracket # C150 -0121 3. Attach bracket with 2 3/ " KWK bolts 4. Helical piles with 10 tons capacity (up to 21 ' deep, additional feet it will be $25.00 by ft deep) CONCRETE CLEANING AND PATCHING 1. All cleaned re -bar should be coated with a rust inhibiter as soon as possible after cleaning. 2. Patching with a cement based product. 3. All cracks should be "V'd" out to sound and secure material. EQUIPMENT LOCATION 1. Relocate OASIS filter to provide space to drilling tractor if need it. 2. Remove wood fence to provide access. 3. If septic tank require remove or filled will be extra change order. THE CONTRACT PRICE We Hereby propose to furnish labor and materials, complete in accordance with the above specifications for the sum of NINE THOUSAND FOUR HUNDRED DOLLARS $9,400.00 PAYMENTS Payments of the Contract price shall be paid in the manner following: First payment of 10% When Owner and Contractor sign Contract Partial payment of 20% When Contractor pulls the permit and to start the project Partial payments as job progress Final Payment remaining when finishes the work with final inspection pass ok :et re � • l GENERAL CONDITIONS 1. Provide all labor and materials necessary equipment, services and included but not limited to all related work to complete this project. 2. Contractor agrees to remove all debris and leave the premises in broom clean conditions. 3. For protection Contractor agrees to provide temporary barricades and others forms of protection to protect Owner's personal, Contractor workers and general public from injury. 4. Contract price is based only for plans specifications approved by City Hall 5. Any alteration or deviation from above specifications involving extra cost will be executed only Upon written orders, and will become an extra charge over and above the estimate. 6. Contractor is responsible to Record a Notice a Commencement at the Recording Court Clerk House. 7. Owner will pay for Impact fee, Fumigation termite, Engineer Letters if requested by Building Inspector, any compact test for field. 8. Contractor shall at its own expense obtain the permit for the work performs. Thank you for choosing our Company, crime Espinos President of J & K Contractors Corp. Owner Acceptant : Date acceptance :. ' //3/2011 March 16, 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 1260 NE 93rd Street Miami Shores, Florida Dear Sir; Edward A. LANDERS, RE. CONSULTING ENGINEERS We inspected the current condition of the existing grade beams, tie columns and wall cracks at the above referenced project. The investigation of repairs was limited to the exterior wall at the south east corner of the building and foundation elements of the building structure at this time. We observed one existing grade beam that exhibits spatted and deteriorated concrete at the underside of the support beam. The concrete surface requires removal of all spalled and deteriorated concrete, the cleaning and coating of rebar, and the application of hand applied repair materials. We recommend, therefore, that the following repair procedure be implemented to repair the existing concrete grade beam 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. In addition, we observed cracks in the existing structure at the southeast corner of the building structure. The cracks are visible in the interior partition walls, window sill, and exterior walls in this area. The cracks have occurred due to settlement of the structure at this location. We recommend using two helical piles (one each around the corner) as shown on the attached plans. These helical piles will prevent any additional settlement and secure the structure from any additional cracking. Work under this permit application will not reduce the structural strength of the building or any member thereof. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 - 3938 * FAX: (305)823 -9355 CONCRETE REPAIR RECOMMENDATIONS Ward Am LANDERS, RE. CONSULTING ENGINEERS 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 spading at the grade beam, exterior wall cracks, 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 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 undersides of the main beams. All work to be performed by a qualified application contractor in accordance with approved procedures and recommendations. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 Edward A. LANDERS, RE. CONSULTING ENGINEERS 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 any additional information or assistance. Very truly yours, Edward A. Landers, P.E. 7850 NW 146TH STREET, SUITE 509 MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 Miami Shores Viiiage 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 I (We) have been retained by WI f t & r ` 16 v E- t to perform special inspector services under the Florida Building Code at the 1Z 6 o 14`P_Si pr on the below listed structures as of 3j 1 s---1 I (date). I am a registered architect or pro fs anal engineer licensed in the State of Florida PROCESS NUMBERS: SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ 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 SOA. COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENT FBC 1927.12 (R4405.9.12) SPECIAL INSPECTOR FOR e"' C.2-'V Note: Only the marked boxes apply The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. 2. 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 Iicensure as a professional engineer or architect graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as bufiding inspector or general contractor. I, (we) wIII 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. Al mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called 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 Building Permit I 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 intent of the Florida Bu > ' Code and are in substantial accordance with the approved plans. Signed and Se :led/ EngineerlArchitect Name r r. tam iC) .4- Lift' ra3cp 39P— Address ) NW / 5 5 witobvt c At 5 taus Created on 6/10/2009 Phone No. -5-1:>--c---=ire z3 -3 4 RESIDENCE 1260 NIE.93RD ST MIAMI SHORES,FL.33138 so LOCATION PLAN N.T.S. NORTH AREA OF WORK APPLICABLE CODES: - FLORIDA BUILDING CODE - EXISTING RESIDENTIAL. 2007 EDITION W/ 2009 SUPPLEMENT - NFPA 101- LIFE SAFETY CODE. 2008 EDITION INDEX COVER SHEET C-1 COVER STRUCTURAL S-1 GENERAL NOTES S-2 FOUNDATION FLOOR PLAN S-3 ROOF FRAMI - 0 SCOPE OF WORK ALTERATION II F L, c a 0 an 5TATF AND COIJNTY RU1 FS AND REGULATIONS -ADD TWO HELICAL PILES 0 SOUTH EAST CORNER - REPAIR EXISTING CONCRETE GRADE BEAM -NO MECHANICAL -NO ELECTRICAL -NO PLUMBING 0 0 Sri A gwy182011 )�. 75.00' TX, 4. AONE STORY RES. #1260 20.05' 20.75' a+ 15.10' WOOD DECK Edward A. LANDERS, P.E. CONSULTING ENGINEERS more use teet 60IBII monuU Tel. (305) 823 -3938 Fax (305) 823 -9355 10.00' 19.05' ASPH 0 0 15.00' PKWY 75.00 INISITE PLAN SCALE: 3/32" = 1'-0" NORTH ASPH NE 93 ST LEGEND: DENOTES EXISTING HOUSE: DENOTES AREA OF WORK: PERMIT DWG INFO: ©EEL 01910 t:ED PM 1 as 00 n"r 09P8 *arm COMM 9 011 1088 S en *arm 4 9. MD 9W00 ICRIFY ALL o am suv.90P 9n r a" 0 0 ome o"9. MOWS= 01v 0 lA mat APPROVED 13Y DATE 14,1 0 W co cv) ;:-.) C) Ll. rij co W LLI CXO ari CC ti Z C -1 SHEET NUMBER G E N E R A L : • 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWNGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT /ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL UNES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WTH THEIR WORK. 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWNGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT /ENGINEER, IN WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. SHOP DRAWINGS: 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR DIMENSIONS, QUANTITIES, ENGINEERING DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWNGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. 2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL RELATED SHOP DRAWINGS, PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED INFORMATION, MUST BE RENEWED AND ACCEPTED BY THE ENGINEER -OF- RECORD AND APPROVED BY THE BUILDING DEPARTMENT. 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE FLORIDA BUILDING CODE 4. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD, ONLY ONE SET OF SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR ENGINEER'S REVIEW, BEFORE STARTING FABRICATION. THE ENGINEER WLL RETURN THE MARKED -UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR THE SHOP DRAWN° DISTRIBUTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED. CONSTRUCTION MEANS AND METHODS: 1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. 2. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAIUNGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. 4. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. 5. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY GENERAL STRUCTURAL NOTES (Florida Building Code- 2007 Edition) STRUCTURAL OBSERVATIONS: 1. DADE COUNTY REQUIRES THAT THE ENGINEER -OF- RECORD SUBMIT A STATEMENT, AT THE COMPLETION OF THE CONSTRUCTION WORK, REGARDING THE COMPLIANCE OF THE WORK WITH THE APPROVED PERMIT PLANS (.F.B.C. 2. N ORDER TO COMPLY WITH THE ABOVE, THE ENGINEER OF RECORD MUST BE RETAINED AS THE STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE), THE ENGINEER WILL NOT ISSUE THE REQUIRED "STATEMENT OF INSPECTION ". 3. N THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO PERFORM STRUCTURAL OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER ENGAGED TO PERFORM THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL WORK. 4. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY OBSERVED BY THE ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE) OR FOR ANY WORK, APPROVED BY THE INSPECTING ENGINEER (OTHER THAT THE ENGINEER -OF- RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT RECORD DOCUMENTS. STRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - (2007 EDITION) AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. 2. WIND LOAD CRITERIA: °CPI +0.18 BASED ON ANSI /ASCE 7 -05. BASIC WIND VELOCITY 146 MPH, OCCUPANCY CATEGORY II (AT HURRICANE OCEANUNE), EXPOSURE "C ". 3. ROOF DESIGN LOADS: DEAD LOADS' 25 PSF UVE LOADS: 30 PSF 4. FLOOR DESIGN LOADS: DEAD LOADS. 25 PSF LIVE LOADS: 40 PSF 5. WIND NET UPLIFT ON ROOF TRUSSES* SEE SHEET S -3 TERMITE PROTECTION COMPLIAN GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE OF COMPLIANCEBY LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT AS PER FBC 2004 SECTION 1816.1.7 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABUSHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" SOIL STATEMENT CE THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE STRUCTURAL FOOTING HAS BEEN OBSERVED TO HAVE UNDISTURBED SAND AND ROCK PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF AT THE TIME OF CONSTRUCTION, A FLORIDA REGISTERED ENGINEER SHALL PROVIDE A SIGN AND SEALED WRITTEN REPORT VERIFYING ACTUAL SOIL BEARING VALUES. STATING THAT THE SOIL BEARING ARE AS ASSUMED. CONCRETE AND REINFORCING: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND WITH "DETAILS AND DETAIUNG OF CONCRETE REINFORCEMENT" 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WTH "HOT WEATHER CONCRETING" 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 3,000 P.S.I. AT 28 DAYS. MAXIMUM SLUMP 5 ". 4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A -615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: EXTERIOR SLABS ON GRADE: (BOTTOM) .... 2" COLUMNS AND BEAMS: (TO THE TIES) ..(TOP.)1 -1/2" 1 -1/2" 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.). 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 8. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPUCED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.). 9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE REBARS). 10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS. REINFORCED MASONRY WALLS: 1. HOLLOW LOAD- BEARING MASONRY UNITS SHALL CONFORM TO ASTM C -90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm =1,900 (PSI). 2. SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF THE REBARS IN THE CELLS, VERIFY CLEANUNESS OF THE CELLS TO BE GROUTED, AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C -270, TYPE "M" OR "S ". 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWNGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A -615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT UNE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (0) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR- DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION. MAXIMUM LIFT HEIGHT TO BE 8' -0" (0 -1) (0) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #6 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) TC -1 REINFORCING SHALL BE #5 VERTICAL IN CONCRETE FILLED CELLS WHERE INDICATED ON PLANS. (F) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON - CONTINUOUS END OF THE REBARS. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1' -4" 0.C. VERTICALLY) LAPPED 7 -1/2 ". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. 9. PROVIDE "DOVE -TAIL" ANCHORS AT 16" 0.C. VERTICALLY FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLUMNS. 10. CELL FLUNG CONCRETE SHALL BE "PEA DOCK" CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH f'c =3,000 PSI MIN. AT 28 DAYS. 11. UNTELS: A. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST -IN -SITE LINTELS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX- CEEDING SIX (6) FEET IN WIDTH WHERE BEAMS HAVE NOT BEEN SPECIFIED. FOR OPENING ADJACENT TO CONCRETE COLUMNS - THE LINTEL SHALL BE CAST -IN -PLACE WITH THE COLUMN. B. LINTEL MAY BE INTEGRAL WITH THE STRUCTURAL OR 11E BEAM WHEN HEAD OF THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM REBARS THROUGH AND ADD 2 - #5 BOTTOM TRUSS BARS AT DROPS AND 2 - #3 STIRRUPS AT 6 INCHES 0.C. EACH END AT DROP. C. MINIMUM BEARING FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE DOWELS AND POCKETS IN ADJACENT CONCRETE COLUMNS. D. LINTEL TO BE MINIMUM OF 8 INCHES DEEP WITH 2 - #4 TOP AND BOTTOM FOR CLEAR SPANS LESS THAN 6 FEET, 12 INCHES DEEP WITH 2 - #5 TOP AND BOTTOM AND 2 - #3 STIRRUPS AT 6 INCHES 0.C. EACH END, FOR SPANS GREATER THAN 6 FEET (UP TO 8 FEET). CALL ENGINEER FOR SPANS LARGER THAN 8 FEET WITH NO SPECIFIED BEAMS OR UNTELS OVER. Edward A. LANDERS, P.E. CONSULTING ENGINEERS nm o,ww umvp 0umname Tel. (305) 823 -3938 Fax (305) 823 -9355 PSETT DWG INFO: 10 D DIEM P SNCWi. ifE$ DRAMOS ARE TO DE FOR DE PROJECT WADED Our AND SNAIL NOT NE USED RERRODUCSO FOR ANY MA M AME MUSSED WTTENibN ENT.COYm�AGI SNAIL )WRIT, ALL NND4WCNS AND SNAIL NOT RaT ON %DEO 00401 NN& NON, INS ErmreEA OF ANY DNCEPANOSS MDR TO CCYYENCRED 90M. AFPROVEDBY DATE ill 0 i 1 1Z Lill co Q M \w ul �(' o o W v// 0'i0 kJ co Z N S -1 SHEET NUMBER ADD TWO HELICAL PILES 'EXISTING PILE TO REMAIN P- EPAIR EXISTING GRADE BEAM EXIS 1160 FOUNDATION 12' -6 w z z F —) EXISTING 2" X 10° 16 "0.C. EXISTING 2" X 10" 16 "0.C. EXISTING 2" X 10" 16 "0.C. -1 EXISTING PILE 1 TO REMAIN ci I ti Jo d 2z 01„ O X wX t N N 1 EXISTING FOUNDATION EXISTING FOUNDATION U 0 N° R LU X N LL O O Z UF-I° X wx N 0 F zz z L_ 0 0 z vFi ° •-- w x 3- z 55 EXISTING FOUNDATION EXISTING FOUNDATION PLAN SCALE:1 /4 " =1' -0° EXISTING / CONCRETE SLAB EXISTING FOUNDATION EXISTING SLAB TO REMAIN BRACKET # C150 -0121 EXIST. FOUNSATION EXISTING STRUCTURE SCHEDULE REMOVE ALL SPALLED CONCRETE REPAIR W /CONCRETE REPAIR MATERIAL EXISTING GRADE BEAM ADD 2 - #5 BAR CONCRETE REPAIR MATERIAL CLEAN & COAT REBAR #3 U STIRRUPS INTO EXISTING W /EPDXY GROUT ©12" O.C. J REMOVE ALL LOOSE AND DETERIORATED CONCRETE GRADE BEAM REPAIR SCALE: NTS P -1 HELICAL PILE W /10 TON CAPACITY 2 -3/4" KWIK BOLTS SECTION © PILE ON EXIST. FOUNDATON P -1 SECTION © PILE ON EXIST. N.T.S C -1 CMU WALL EXISTING GRADE BEAM BRACKET # C150 -0121 NUN Edward A. LANDERS, P.E. CONSULTING ENGINEERS RR b N®19RiL°R L � 06 LK SAIO Tel. (305) 823 -3938 Fax (305) 823 -9355 PERMIT DWG INFO: ® SOIL +rs xI CRw 10 IRE nm mews INNOS SNOW CREW DRAW= ARE TO SE USED NOR SNE ONLY *PA 101. BB MD UNITS 1 MY ONO MICROBE V)A1 EN FOR 0 DPRESSED warm COMM C011MCt0V9 WALL NEWSY ALL DOENSIONS AND MALL NCR MY ON SCALED CONNSIONS. NOTIFY SIE ENSCIEER wre NOM ENSOREPANCIES MDR TO APPROI01eY DATE 14 0 I'1 M W op op O u M *16 co 0 rt Cr ill MO U -) CC N @Q S-2 SH67NUMBER Exposing and Undarouttleg of IHeiaforcing Steel • Thom tbbib me.pp9mblo hodsemt, vadmi, sodomized Nomiom.'gmyme also applladdato ro4nm(gytgdtodemogymn tgdmadMop,o dda- bm,posommmYlkjdlmgC6monttenaLma Qedmlgmv00d 0*ome*mm n otooboem Mod Q Owe Waal =ovals w node Nomrd vrth gee meamndng of W mt(mtweodod boo. item- 00449 WMlaeddeetessonceimmxiet -etam- .1ng non fall bon ofronntromtto bmMtgg to smomodig comma, ad eat mono gm =Ft e4manly. Rooth Marmon J. (19 dW elotommtatomosomosoloottossaismounding morons or to Inch (6 tad brgm den brgnt agrogne W repdr tmmemlothlabom b vaster. OoomemaaomgNWhall smut dams dab to booth= Moog the bm&ea of bond Inhibiting ewedw, and alas tit* bon b well boded to ®'pgAggaoom . • ® bit gm mulaaanniag Pwom4aaa dant. taken • not to Managod bon's bond m on amtodtug amnia If bpd bottom bor and moodb bask n,anYmapmgotg0borolonbeMoto& • 61)A4yado (aaaemmdaHIthfaloenehdNmmb4ad hiploonby alermaodbmo ar byod approved methods • . f "•••..t• ..'i S c'A SUB 6s e‘tc✓af*IN Cleaning and Repair of Reinforcing Steel Oloadttg of Retdornbg glee) All imavy cmmsion ma nab amaM to mm-ed from dm bon m wmoy to moots maimonn bond of mplo mlmt mawbL Oil Sae mbrWw Wm Is the pdtmed =bed. A geld, Modal 99Th not bagd•p on the =fie to madly not mMtwml m bmA ombn a,aolaetMmmitg bdngappibd to the bnembe,mwlbh aeon the amWeglomobgmmYSmnmmmm(om for mh' f promotion abooldbe Mow& =1V".' Repair et Rehgoofng Stool Due to Less *Mean= Um6VmelagRalttsmg tlgddoalnmamato, anvaml Melon gml(be mamma If mote= n quiseat* dmtdnfoohggai.mmof dn fottoamg cepalmathods shook, be mat • Cmpl.abme m.er • Addt (mNaapplmarddbmmurelllamlemlm. Newbmmeybmet*mally mtleoltooWbo fmosmtWg6.0.14 appoxmmdyakm tomcods. with ACI 3381ohoo foloCRSImd AASRIOmmnd tenete :dm •..C1• =•••••1.g ar Act-• FUydmodlq m CONc1 REPAIR 3 =0e secrc(_, TYPICAL REBAR SPLICE DETAIL I1. . SW o ivRA•le.ess_ __ e4src SLAB as at CJCVMhN Amnmloop AC AC AC AC AC AC AC AC Edge and Surface Conditioning of Concrete These *Alfa are appilabb to mimed, vmtol and modmad by1 0eaboeppgmbb to her pnemmmm ob)troaue Impact breakers, Dom = edamdmitsk dsotarmet@py<adem- ' jordmreterNeti mmler toAC750413.*Prepw- dmtwWalfoas. . 0 Redone dal:mimed cam.. =dont mb- fdmg abet (taro' m•Espmbg nod 1k 1Omt• dug of getotmotq Steer on pogo 3), move 01Dtbmi nmgaled mpeoAUemha• mmmgalMthidta¢ 0amp*ttmonteL • .•} Q Atedgabmlo smovidedgmatgb cubs Witte *moat* mF with old= of do taming • Sawn }/r (13 mpg alas at ranked fa avid mate soinfmotg aunt. • UmpaaecegmiPmmetebmhydrodemW(m oafmpmt bmpbn. dmdd tatter edges. eRnSolm000lmmodonsobonldbolopoo. gtiWmm pmdNe. ptd0Nd a wth egnnod moors. Abe t•mowb mi edge oenggoning =wax. plot*, moron bpd inhibiting models (dhl, Mode omop:low* bonded aggtaga14 by abMlwbiaet asoridgbptmadawmmW*ling with or without aoaetve. Chock tin comae autos eta oloa•pg to tome that Wm Is finefMmadditlood lam egvegam,Mttma& eigland ddadtam ms m not pram. elflottodowlidontsmae,aementanctpardoulate slartymostetesnovalfromitoptepaettsteages bstearr4rylanthra. ACI CODE REQUIREMENTS -d aka evmN Mamem of Isynot 315 and ACI Manual of Standard Practice 318 Building Code Requirements for Reinforced Concrete 506 Edge Preparation Guidelines 506.2 Specification for Materials, Proportioning, and Application of Shotcrete 506.4R-94 Guide for the Evaluation Of Shotcrete 546R -96 Concrete Repair Guide 224.1 -93 (98) Causes, Evaluation & Repair of Cracks in Concrete Structures 228.1 R In -Place Methods for Determining of Concrete Strength CONCRETE REPAIR NOTES 1. Gunite..(1�4a - !�Nt�? � ...................5000psi 2. Prepackaged Concrete Repair.........3000psi 3. Reber... . .... • .......Grade 60 4. Do not remove any re-bar with less than :!O% • 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. NEW CONCRETE Sptle(� DOWEL INTO E051`G W /6' • EMBEDMENT IN EPDXY GROUT :6:7i- TYPICAL REBAR DOWEL REPAIR DETAIL Concrete Repair Recommendations The following is our recommended repair procedure for oil spoiled cocrete areos. The specific 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 all loose and deteriorated concrete with a light — chipping hammer in all areas that exhibit concrete cracks and areas that are spoiled. 2. Randomly test areos 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 stole, 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 Top 110 Armotek, 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) o. Thorite, by Thoro Products, b. Euco Verticoat, by Euclid Chemical, c. Sonnoborn "Gelpatch" d. Sikocrete 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 undersides of the main beams. All work perfomed by a qualified application co in accordance with approved proceo recommendations. e 41 111 Edward A. LANDERS, P.E. CONSULTING ENGINEERS APO er LMN mFRAI A aaa MS R. OM Tel. 305E Ww8m23 -3938 Fax (305) 823 -9355 PERMIT DWG INFO: ®3111. t ro r � E= WPM. OOS "C E USED FOR E PROJECT STATED ONLY ANO SNAIL NOT 0R shop w WramlCm am ApY 0110 POW= MY a m mwuY THE Elo vn MAMMY CONSENT. cotaRicens CHAU. PERRY ALL mm+gwa ANa SAL NOT RELY w SCALED mBNNONS MIRY no MANNER OF ANY COtlL auRS Pew m comomoot APPROVED BY DATE U 2 W (f) cc S -3 SHEET NUMBER