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RC-11-738Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168041 Permit Number: RC -4 -11 -738 Scheduled Inspection Date: December 28, 2011 Inspector: Bruhn, Norman Owner: ESCALONA, CRISTINA CRUZ Job Address: 10616 NW 2 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: APOLO BUILDERS INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1121360020060 Phone: (954)445 -5046 Building Department Comments REPAIR SPALLING CONCRETE AND TIE BEAM AND STUCCO EXTERIOR ok to extend permit as per letter from home owner. 10.31.11 vasse* /d09 -� Failed Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 158827. Provide final special inspector report. NB Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 28, 2011 For Inspections please call: (305)762 -4949 Page 20 of 28 LETTER OF COMPLIANCE December 20, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special Inspection Project: Residence 10616 NW 2nd Avenue Miami Shores, Florida Dear Sir; Permit No. Ed raid A LI N, , E S, RE. ;,GPds LTING ENGINEERS Contractor: Apolo Builders 1, 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 truly your dward A. Lan rs, P.E. 7850 NW 14611- STREET, SUITE 509 * MIAMI LAKES FL 33016 ' PUN: 1.305)823 -3938 " FAX: (305)823 -9355 EDWARD A. LANDERS, P.E. 7850 N. W. 146th St,- Suite 509 Miami Lakes, Florida 33016 LOG OF APPROVED INSPECTIONS TO COMPLY WITH FLORIDA BUILDING CODE 105.13.4.1 PERMIT NUMBER: ARCH/ENGR t/04-A 41 ADDRESS: I O 6 16' liht/ 'L CONTRACTOR: 1110 L.O TYPE OF INSPECTION; COMMENTS: APPROVED BY: FOUNDATION DATE: TYPE OF INSPE CTION: PifYLIZet. i-Tr/f c). Cif Ver "er- COMMENTS: APPROVED BY: B TL / ezets /e /� - cirt ' ,G 41701, ATE: f -lo, Zbt( TYPE OF INSPECTION: COMMENTS: APPROVED BY: ti-/. .ate 7449 WINDOW AND DOORS At-CC V44 k ilffueue DATE: t% 57— rie ( • TYPE OF INSPECTION: AS -BUILT • 11 TYPE OF INSPECTION: COMMENTS: APPROVED BY: Apolo Builders, Inc 3041 NE 14 Avenue Oakland Park, FL 33334 Lic. # CGC- 1512484 Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 -0000 10/28/11 To Whom IT May Concern, This letter is a request for a 30 day permit extension for permit # RC -4 -11 -738 which is for concrete repairs and stucco work on a single family residence located at 10616 NW 2 Avenue Miami Shores, Fl 33150. As of 10/28/2011 the work under this permit is approximately 75% complete. Your cooperation on this matter is greatly appreciated. Sincerely yours, r. Burt Apolinario - President APOLO -1 OP ID: 7T A�'RD" CERTIFICATE OF LIABILITY INSURANCE DATE 05124DlYYYY) 05/24/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 5561- 746.4514 Charles L.Crane Agency-Florida 748 N US Hwy 1 748 Tequesta, FL 33469 Im bs/Berube Ca CT PHONE FAX (A►C. No. Ext): (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC'a INSURER A: U S F Insurance Co. LIABILITY COMMERCIAL GENERAL LIABILITY INSURED Apolo Builders Inc. 40 Palm Av Miami Beach, FL 33139 INSURERB: CIP101100 INSURER C: 01/13/12 INSURER D : $ 300,000 INSURER E : 100,000 $ � INSURER F : $ 5,000 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE SR SUBR POLICY NUMBER (MMIODIYYYY) (MMIDDi EXP LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CIP101100 01/13/11 01/13/12 EACH OCCURRENCE $ 300,000 PREMI ES (RENTED PREMISES (Ea occurrence) 100,000 $ � MED EXP (My one person) $ 5,000 CLAIMS-MADE X OCCUR PERSONAL & ADV INJJRY $ 300,000 GENERAL AGGREGATE $ 300,000 PRODUCTS- COMP /OP AGG $ 300,000 GENT. AGGREGATE LIMIT APPLIES PER: PRO- T 1-7 LOC 7 POLICY n Emp Ben. $ 0 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON-OWNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJJRY (Per person) $ BODILY INJJRY (Per accident) $ (Perraccident)AMAGE $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ • WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORJPARTNERIE)ECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y 1 N N / A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) PLASTERING AND STUCCO WORK GEN I II-IGA I C MULUtK MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 1 MIAMISH •••,,•••�• •, • ••••• SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I �j (.../NO f -1-'11014.- 5 \ tour -. A.... nn.., an"rirt nnD6ADATIAAI All rinhfa rdCe rVA[(_ ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. ff .. 7 i .."..' AXFOLIONO.1�/ —a II-00A - % n 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 111111111111111111111111111111111111111111111 GFH 2011R0337941 OR Bk 2769E Ps 04661 (1ps) RECORDED 05 /2412011 10:50:00 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. r. t. `rill • 4., • —« • . ,• 1 .LI:Il); •r ti � '8f 'N . Ate, ' _ .,•test 2. Description of Improvement eexhc v retool 1 d r S/vc 0 3. Owner(s) name and address: Cri at'Th • Gri'. arn-si -, , 61.1) :1 . f:roRhy Av • 'OA Ar fin TX 79902 Interest In property: Owner Name and address of fee simple.iitleholder. Cristitla 'CrUZ Grost 4. Contractor's name, address and phone number. Apolo Builders, Inc., 40 Paim Ave'.., Miami Beach, FL 33139 (954) 445 -5046 5. Surety: (Payment bond required- by owner from contractor, if any) Name, address and phone number. N/A Amount of bond $ 6. Lender's name and address: N/A 7. Perron within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(7., Florida Statutes, Name, address and phone number. 8. In addition to himsetf, 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. Nitzt ad(yl5) 533 60u r. John Grost, 619 E. Crosby Ave., El Paso, 9x 79902 9. Expiration date of this Notice of Commencement Uho exptatlon date Is 1 year from the date of recording unless a different date Is speed) 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 1, 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 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE. OF COMMENCEMENT. Signatures) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF F ARiDA TEXA' COUNTY OF MIAMI-WE E. t.. AASa µ The foregoing instrument was acknowledged before me this 1 LT day of 14l Pt•i By f' RtrfoN4A CRO2 612067 ❑ Individually, or ❑ as for y(Personaly known, or ❑ produced the following type of • catlo Signature of Notary Publi Print Name:RO - �. 1 (SEAL) V_ERIFlCATION PURSUANT TO SECTION 92.625. FLORIDA STATUTES_ Under penalties of perjury, I declare Melt have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. . 20 t ) Signature( Owner(s By 's Auth Officer/Director/Partner/Manager who signed above: ,asst sa PAGEs E_ S B i 1 STATE OF FLORICA, COUNTY OF DADE lH FBYC RT/FY that ,;IBSahuecopy Mho a'I9Mal lNedbi tl�a . •, . sl3i — ,kt S.a-/–LA Miami Shores Village . G, C617 .T} ' Building Department n APR 2 8 X011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 Permit No. t l '""13 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILD fi (915) 533 -6001 OWNER Name (Fee Simple'i`io1a). ���$�t''�'G' ESCalona! Grost Phone #: ( ) Address: 619 E. Crosby city: El Paso Tenant/Lessee Name: N/A Email: BY:...! State: TX Zip: 79902 Phone#: JOB ADDRESS: 10616 N.W. 2nd Avenue City: Miami Shores p` County: Miami Dade Zip: 111 5(7 Folio/Parcel#: // ° �) 9 6 - 00A - €26'6 o Is the Building Historically Designated: Yes NO x Flood Zone: CONTRACTOR: Company Name: +Jo ii /h,r Zit/C. Phone#: 9 :TV - .-.-c -',r°`16 Address: 30 v 1 /V d /'-' r ��{' �y v City: Oaki4 01 4. ek State: 1 °e- Zip: 23/3 (1 • p� e' S.i V/- YY J 3YY Qualifier Name: � f i � �+� , � � I : � Phone#: State Certification or Registration #: C GC - / $ I ?'1 J' / Certificate of Competency #: Contact Phone #: "Pi- iivr raw Email Address: &'/7 f cydo/a Oei.OJef. C 012-1 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /5;doo o,, J Square/Linear Footage of Work: Type of Work: OAddress UAlteration ONew tepair/Replace ❑Demolition ,p� Description of Work: Repot G ; i 94, II n 1 ['on r ..Se e %i t A ,n s el- 61.'a.o eOPri0r' COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ..... r�.*... . *... *.a�..........a....F...... Fees.......... r... ....�a......... *,�............. Submittal Fee $ Permit Fee $ �J C CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1SS ° SID Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Al∎' ■WAVIT: 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 building permit with an estimated value exceeding $2500, the applicant must promise in good faith that.a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent / /Contractor The foregoing instrument was acknowledged before me this / The foregoing ' t i t was acknowledged before me this day of %1 , 20 U by sr4A r e�5a.�aNi± t9 day of . / 20 I / byi3L) 2 j2()Li, so:AjZ •C who is personally known to me or who has produced who is personally known to me or who has produced r c 0 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: e.cep tea. 4.4-0 Print: G L:TJ i G fe 1.1M0.€ My Commission Expires: /eX25l$ * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY LETICIA MORENO Notary Public. State of TOWS Cotton. Exp. 1045-13 (Revised 07 /10 /07XRevised 06/10/2009XRevised 3/15/09Xrev6/4/10) NOTARY PUBLIC: Sign: Print: My Commission Expires: ' ' �0699':��'', ' # uoissimiuo3 ; 3110Od ) YLON `. z 0 Z I 9 0 I £ 0 , sari yi. 'a *** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** >* ,* ,e * ** A�Ss • �.f,ilIIIIIIII\���` Zoning Plans Examiner Structural Review Clerk Acs 5108036 STATE OF FLORIDA mF A T or T Ig IC T a$RUC Q INDUSTRY 1 N CA � 4 q 4 . The GENERAL-,..' "O TO t Named be xw S E Under the: provis onsa Of Chapter Expirat on date: AUG 3l, 2012 APO#LI RIO BURT EDWARD APOLO BUILDERS .INC 1041 NE 14 AVENUE OAKLAND PARK, CHARLIE RZST FL 33334 DISPLAY AS REQUIRED BY LAW CHARLIE M SECRETARY -1 if1f /. -i■ <MeI ∎1t ∎`Amt =IY.• —f ■L-4f \19. wv.1.' .11e I. 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: APOLO BUILDERS INC Owner Name: BURT E APOLINARIO /QUAL Business Location: 3041 NE 14 AVE OAKLAND PARK Business Phone: Rooms Seats Employees 10 Receipt #:180 -5909 Business Type: GENERAL CONTRACTOR (CERT GENERAL CONTRACTOR) Business Opened:i0 /01/1994 StatelCounty /Cert/Reg:CGC15124 84 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0 00 0.00 0.00! 0.00 26.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: APOLO BUILDERS INC 3041 NE 14 AVE OAKLAND PARK, FL 33334 2010 - 2011 Receipt *12A -09- 00010105 Paid 09/27/2010 26.70 FIED 01 -27 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 01/27/2011 EXPIRATION DATE: 01/26/2013 APOLINARIO BURT E 592522898 BUSINESS NAME AND ADDRESS: APOLO BUILDERS INC 3041 NE 14TH NAVE OAKLAND PARK FL 33314 SCOPES OF BUSINESS OR TRADE: 1— GENERAL CONTRACTOR * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 .�CO� Ro- CERTIFICATE OF LIABILITY INSURANCE OPID 7T 1 � DATE(MMIDD/YYYY) 04/27/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Charles L. Crane Agency - Florida 748 N US Hwy 1 Tequesta FL 33469 Phone:561- 746 -4514 Fax:561- 746 -6566 wiv 1Al. i NAME: (A/C No, Ext): FAx No): A ADDRESS: t.trc CUSTOMER ID #: APOLO -1 INSURER(S) AFFORDING COVERAGE NAIC# INSURED A olo Builders Inc. 1783 Golfview Drive Weston FL 33326 INSURER A : U S F Insurance Co. INSURER B : LGBGL81419 INSURERC: 01/13/11 INSURER D : $ 300000 INSURER E : PRE ISES (Ea occurrence) INSURER F : CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSR LTR TYPE OF INSURANCE AUD INSR 1BF WVD. POLICY NUMBER {MM/DDIYYYY) �DDNYYY roDDI YYY (MM/DDIYYYY} LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR LGBGL81419 01/13/10 01/13/11 EACH OCCURRENCE $ 300000 X PRE ISES (Ea occurrence) $ 100000 CLAIMS -MADE X MED EXP (Any one person) $ 5000 PERSONAL & ADV INJURY $ 300000 GENERAL AGGREGATE $ 300000 GEN'L AGGREGATE LIMIT APPLIES - PER: n LOC PRODUCTS - COMP/OP AGG $ 300000 POLICY JEa $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS • • COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $,q WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERJEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N V /A WC S MTV- O I H- (TORY LIMITS ER E.L. EACH ACCIDENT $ I I l E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) PLASTERING AND STUCCO WORK CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES FL 33138 MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE VV /„ /- A. -LD t j ©1988 -2005 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD . Miami Shores Village Building Department 6050N.13 ?I Avenue, Miami Storm, 171 33138 Tel: 305-795-2204 * Roc 305-7564972 NOTI `� TO 5$OLS VU L4GE $ ILDIN bll AR I' • piENEWIMBREAREgiummuriama FLO A IANG I (We) have been reed by (ire of owmesiagent) 1:Orrtzret tO a, . , o) t n 4echdilnapector under.the Florida Building at ihe project (address) A °' (date). ®� %� °��.. � , Miami as of � r i� I am g registered Architect or Professional Engineer licensed in the State ofFlmzda. 'PERMITMONA: 0 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 0 Special Inspector for Truce ova 35 Ft Long or 6 Ft. Ffigh, FBC 2319.172.42 0 Special Inspector for Steel Connections, FBC 22182 Q Special lnspwtor for Soil Condon, FBC 18203.1 0 Special Inspector for Precast Uniia & Attachments, FBC 1927.122 0 Special Ind for Pilings, FBC 18221,20 )(Special %r for Cock. A/a klgattlfmanarkhaakataimir The following individuals(s) employed by this *In or me are authorized to perform inspections. 1. 2. 3. 4. I, (we) 11111113122Mtd that a Special )a log for each Mang auAbe displayed in convenient location an die sits fir refinance by the Mont Shores Build* All as bydm � mtim Miami nest be ceded fir p r as *tail hmagotrafted tip the Owns ant filalakato the mandatory lasizeintsperfanned by the Buddbe Apartment by Anther, upon completion o f d m mode ee* Budding Perodtd will8 %dm Wind ; Building Derstmentat tolime before the duel Inspection dm completed Inspection log foun end a sealed Bottomed that, to balkiest >laapardons of outlined s the and are in substantial mcordencomfth Signed and Sealed Date: l tt ti () Address 7r'. Ala) / 4- ' *50? t Csl -tgaI yam. I ro I N. - Z3— 393 Florida License rip: 6 3 d'' 3 9 tr MY 0 4 2011 January 27, 2011 Miami Shores Village Building and Zoning Department Miami Shores, Florida Attn: Building Official Re: Structural Report on Concrete Repairs Project: Residence 10616 NW 2nd Avenue Miami Shores, Florida Dear Sir; CITY COPY We inspected the current condition of the existing tie beams and gabled -end raked beams 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 cracked spalled and deteriorated concrete at the tie beams and raked beams of the building. The concrete surfaces require removal of all spalled and deteriorated concrete, the cleaning and coating (or replacement) of rebar, crack repair and the application of hand applied repair materials. The repair of the raked beams (at gabled ends) may require removal of the overlapping end roof tile course. This course is to be reinstalled after raked beam repair. In addition, the wood framed shed roof on the north side is to be removed to allow for repair to the existing tie beam. We recommend, therefore, that the following repair procedure be implemented to repair the existing concrete tie beams 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 exterior tie beams, raked beams, columns, or any additional observed conditions. We recommend concrete repair for the structural elements and submit the following procedure described as follows: ±, i :STREET; EE, [' '" a h ? J3016.'' R���" ; (. �@ , "?3_t 93S FAX: (30t,) 23 -935 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. Sonnobom "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. Sonnobom "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 Sonnebom NP1 primer and polysulfide sealant per the Manufacturers recommendations. The wall surface may then be applied with stucco and painted. .7850 VA' I -)JET) 8 I ` 1 a "N' yN�, V1110 PUN: 305)82,3-3938 FAX: (31)5)823 -9355 10 All tie beam repairs may be done with poured in-place concrete in areas of full-depth repair. The concrete must be 5000psi minimum concrete strength. The rebar should be new and all wood plate anchors and hurricane straps must be installed into the new tie beam. Please call if we can provid any additional information or assistance. V7your lor e, dWard A. Land P.E. N1;1: 1-16TH , 111 50c., " 1' L. 33016 t'I-lNr: (3115)823-3938 FAX: (305)823-9355 RESIDENCE 10616 NW 2ND AVENUE MIAMI SHORES, FLORIDA (CONCRETE RESTORATION) LOCATION PLAN N.T.S. AREA OF WOR'< SCOPE OF WORK ALTERATION LEVEL H 1. REMOVE ALL SPALLED & DETERIORATE CONCRETE AND REBAR FROM TIE BEAMS & REPAIR WITH HI- STRENGTH CONCRETE APPLICABLE CODES: - FLORIDA BUILDING CODE 2007 - EXISTING BUILDING CODE 2007 EDITION LEGAL DESCRIPTION: SHORELAND HGTS PB 43 -85 LOT 6 LOT SIZE 70.000 X 125 OR 12766 1261 01 864 INDEX COVER SHEET C -1 COVER ARCHITECTURAL SK -1 ELEVATION SK -2 ELEVATIONS, DETAILS SK-3 DETAILS SK-4 SECTIONS SK-5 CONCRETE REPAIRS DETAILS CITY COPY a Ward E SRI CONSULTING ENGINEERS remn wn wr00 000 SON USES 6.33010 Tel. (305) 823 -3938 Fox (305) 823 -9355 PERMIT DWG itr-Ct o MIL 0.100Ec=nr.vvey Err., TO SE g0407001�PLLHHE SOTATED *07500ID FOR N0 PURPOSE imt'�VE TEL IMPRESSES VERITV All DOIENNONS MO NOT TM E MEN w NO orsCREPANOSS ca0/0106100 W. a. A0VEDBY AM RESIDENCE 10616 NW 2ND AVENUE MIAMI SHORE, FLORIDA c-1 SHEET FRoar 5terv4nolv E1,1/4 77ont 6tthd 3. Edward A. RL c6,4ii.E$GINEERS 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES. FL 33016 .4 • I it fir .E. #38398 .4( (305)123-3938 Remo vE -sitm Roo/ Pt.-4/Lt Arm / °Cot(p IVA} a"." SCALE: Afr5 DATE: f•■•'Zig.1 APPROVED BY: DRAWN BY REVISED • e..,eltdidff°77 iPALS: DRAWING NUMBER /Vceerbt 1 I nit7-1•111 X z -�- If> -rry co N s z-- re 1 SCeeiis e -tar A/E.tiailegem: _cac Jal, Tr r /?31 I_ /� 0 1/ dar A. .E. *38398 CONSULT trsiGINEE.RS (305)833 -3933 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, EL 33016 • r .*t ,u6 s rf .kz r ,41'l2 i cs Gf `�T /ACS -"roV/t e.._ . ►w -- '4!'/ . Le,1= ili E DRAWN SY SCALE: Airs- DATE: /. -z7 —1 1 APPROVED ev: REVISED DRAWING NUMBER EXiSVG SLAB 1 O!L•cvcci,vtA) REPAIR e bin DaSrG SLAB O+C coccovA) 3 =0" SPLrct_• TYPICAL REBAR SPLICE DETAIL a MIN socidoo SvRG9gct ._ ACI CODE REQUIREMENTS ACI 315 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 ACI 546R -96 Concrete. Repair 3uide ACI 224.1 -93 (98) Causes, Evaluation & Repair of Cracks in Concrete Structures ACI 228.1R In -Place Methods for Determining of Concrete Strength CONCRETE REPAIR NOTES 1. Gunite. 50(0psi s 2. Prepackaged Concrete Repair3000psi 3. ......... ....... ...........:.....:.....Grade 60 4. Do not remove any re -bar with less than JO% 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. 'y _ - :' a �. ~•' ' NEW CONCRETE SQctc� J5 DOWEL INTO DQSrc W /6' - EMBEDMENT IN EPDXY GROUT W E • R ,, DETAIL Edward A. IRS, P.E, CONSULTING ENGINEERS 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 P.E: #38398 (-- 4300 823493 8 4?_ /g Rertfly ALTS SCALE: DATE: / "Z7• APPROVED BY: DRAWN BY REVISED DRAWING NUMBER SK3 SP zo 577m-ps R /2.).( 6 wA-fachace_ /30tr elicgt;ie-61/ ec /11e5fAl 6407-6 -oicts ,t) og_C-to 6>c3 7,) 6 grteoicri 1 RETAAWE A-C. • -ne4 eZ,fio aDqcote.le iSR 44- ter.,c-i- _ 4--ItS-840945- 5-77/eierr tke, - eltincogr-- fism-iscE Pip 76,Lo4-v ‘1"-c7"6.e__. • 77 /69-frc APT ward A CONSU:h4G ENGERS 1 tit06 P.E. #38398 (4X1( (3051821-3938 7850 NW 146 STREET. SUITE 509 • MIAMI LAKES, FL 33016 • 77 13E4111 R-c--(41-02, (AV-7W- CP,T7b' SCALE: /iv- 6,6 WC4) 0‘41°) DATE: 2.17,11 APPROVED BY: DRAWN BY REVISED . , ICA4ietrio NUM,30: • Exposing and lledereuttliiifieleforelog Steel Mon datalla ate spelled& to behead, otatfal, edentinag localoot.Thoy sat oho tpollasbia to tagandbytottodeatelltatteloo- 162.ponnonleorlodnelklattatiatakers. 0 Reolotelooseardabialoatelemartosbereeor- toed tainfotetoo sten.. Q Owe notoviii ate Ica* Magni sidles stobonles otallexposoicoaettedbac Qatar. aniegvilleroaidadeonatoforeaderterotant. fog sad etil bar *cu* nnot bud** to tomcat* comae. ao4 exatelbe swab dototatal*. Revile Wok** *It incir09 cog denettobetenseaposedebelatodantandlog moon* or be* (6 tong Ina Rot Ingo* • Innatinto blink attenfal. velsbneritgaster. exante tecovalthedianoted goactbe ton to ! bank= shag tbe bar eve or band loblbleng • eorrodoo, and vette tbo bar b boatload to sneneflatistseno.. ; Ilsoeceroadandallooaks nag capaseden- . W usaionandog groom cone shall be taken n o t t o d a m n s 6 * b a t s Wag to sonoteding actatote. If boost Woe= ton sad comet* h 1 • behlootaletandag of debar don Itt moire& . Aogninfotecoasterldtebbiesedellbancon* lapbooltygdos to ante secatedbesserby otbe *pored methods. Reiland Gem* • • Beam* Rlb token Come . • -4Meantag ant Repair Of lieliderdey Steal Manion of Reinforcing Steel 0 Alban conotlan and soolonotel mama front the bar es mese* to promote nataltatau bond of rogneamara onterld. 011 fon ableske blast b do grafalati mewl A dal* boated • kilt mat boltdcp on the gam la ens* set dentectog tobood,00less aptootabaseartaa 11416 Wiled *the bertoratenio wIdaboasetbe matadiotoraesneatat000dadont form- ' Rot plenerstion detelbo follow*. 't=f3M4" • fieptdr of Reinforeing Sleet Deo to LOBO of flatotion ifoetiatelogstanton lost aboilinentatessettl000t Nen baconybettnebankally opined cabana& ittectotal eagitearabxdd bangssead. if tepees wa orginedgotalkatondappontmatel4le09000 ingdsed ease etloforetag attel,00e of tbo feetterlas fiamedelogbetalag Ands Ran bodentaloof ark aide& *add be este lowootelacewleAC318; afore CRInaad • Oxaglete bar aninonaeot. or AA31110 onset • Additlonotoupplactatatteravergractadosattoo. .. Edge and Surface Conditioning otConcrete '(.E *38398 I. Ze-q CONStiliNG RONERS • (300823-3938 7850 NW 146 stiREET, SUITE 509 • MIAMI LAKES, FL 33016. 'Iliept Cada as agelkoble to bontootta, vatimd. ad caredned locations. Yboy an also nglicoble to tottendbybyett-domobtloo.lotbotontaldidsiss- do: poonotatle orlgdoodle hope teadate: Domattnethesedetagsforsharretegpplkestops- . itsrtkomretereptIrmferolta506.SigaPrepera. tfortadotelities. . , �R�010,0 debottinted ocean* notkoon net- boning ntel gefor to •Rloothat led iktfesst- tog al Relororahe Sear at pegs 3). mess sendocal eanatete as ronaked toprooldo med. rem molted thaSnonefttPoirosssi4 e Make bxedoosmowide dgleitagto cats toga OX2Ous P slam oath ebbe of the toile.** methods: • SSW= lir (13 toc6 kis as mote* to ere* colas tdefotelog steel. • Us*.sustsbuIPIseesstblabyeadonolition or impact baskets. &obi flatter edges. • *V • 0 Itertiroonegatatleasabooldbakeptudeplont ponabicpraftaatteselisquarod coma. Atter mos* inaledgeoandetelog etc costs- Pitts. remove baud bellelog loattoltes COMM elongeloasely booted teartgang by **41•0 busk, bkefonanowatetbbattag cltb or *hoot wag*. Ole& tbs conch mhos ofter daubs Mote tha shhas h befit= seafood lootesagegeo, or enrol- (*bid egandoadoos ore anponnt. Qillytheknelitionneseeecoastaadixotgalato aboroast betteendboattlopogasedadies bageatenarbaokan. eaunattrotboso anittataafteted mann Recomooded tagrot CONCRETE REPAIR METHODS & PROCEDURES (STANDARDS) rOA 1:0&16 AA) Z lj° SCALE: Aric DATE: APPROVED BY: DRAWN BY se9V, REVISED 774,04-er--0 s DRAWING NUMBER Permit No: 11 -738 Job Name: May 2, 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 two copies of the job specifications and all documents must be signed and sealed by the Engineer. Plan review is not complete, when all items above are corrected, we will doa 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 'Jan.2S.2011 03:55 PM PAGE. 2/ 15 January 27, 2011 Miami Shores Village Building and Zoning Department Miami Shores, Florida Attn: Building Official Re: Structural Report on Concrete Repairs Project: Residence 10616 NW 2nd Avenue Miami Shores, Florida Dear Sir: We inspected the current condition of the existing tie beams and gabled-end raked beams 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 cracked spalled and deteriorated concrete at the tie beams and raked beams of the building. The concrete surfaces require removal of all spalled and deteriorated concrete, the cleaning and coating (or replacement) of rebar, crack repair an - application of hand applied repair materials. The repair of the raked beams (at gabl,G d4 ,, y r uir removal of the - d er overlapping end roof tile course. This course is to ei d beam repair. In addition, the wood framed shed roof on the north as : r ova allow for repair to the existing tie beam. We recommend, therefore, that the following repair procedure be implemented to repair the existing concrete tie beams 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 spelling at exterior tie beams, raked beams, columns, or any additional observed conditions. We recommend concrete repair for the structural elements and submit the following procedure described as follows: 'Jan.28.2011 03:55 PM PAGE. 3/ 15 • 1. Remove all loose and deteriorated concrete with a light- chipping hammer in all areas that exhibit concrete cracks and spelling. 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. 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. . an.2S.2011 03:55 PM PAGE. 4/ 15 10 All tie beam repairs may be done with poured in -place concrete in areas of full -depth repair. The concrete must be 5000psi minimum concrete strength. The rebar should be new and all wood plate anchors and hurricane straps must be installed into the new tie beam. Please call if we can provide any additional information or assistance. Very truly yours ;/'' Edward A. Landers. P.E. RE 74,02 F/ 141770A/ (61-e5 Edward f LAN DERS, P. CONStL1H G EI�iGINEE 7850 NW 146 S'EREE1 jan.28.2011 03:56 PM it) Wi c/71' 'IP4. #38398 / r r/k./ • • L. (305)823-3938 509 • MIAMI t AOS, FL 33016 si&E; RVISED DATE f- Ox/ /S`■ 4 ,A-iv PAGE. 7/ 15 (7 16 z AppROVED BY oBAwN BY fIT ,Jan.28.2011 03:56 PM ponesallEliganglissisismallENAM APO PAGE. 8/ 15 xmirsollr • 5-0v714 -e-fie" ✓471 oA/ •x-77 / Y4 dim Edward IAIDER$J P CONSULTING ENGINE 7850 NW 146 SCREE Jan.28.2011 03:56 PM PAGE. 9/ 15 /40016Ahleer6 G dJNr 1L HC- rPni'C 1 rt iJ6 S r, ivitc Z K- 2q'o4i? ._ ��Gt.S77f'/b .g774,10•01 C #38398 • J f .1 (305)$23-393$ 09 • MIAMI LAKES. FL 33016 /06..06, A/(-C) z'"'7 A/7-5- APPRCI aY : DATE: 1r -e 7.4I GA/4 70 s IDRAwN dY REV aCO pRAWNOI M l� e_ •Jan.28.2011 03:56 PM it kw-ofivi AAco�cu N PAGE. 10/ 15 NEW CONCRETE TYPICAL REPAR SPLICE DETAIL c0Sic sum mn Ore COLu pt& MIN 3' -0' 15 DOYU. INTO EXISrG W /6' - EMBEDldENT' IN EPDXY GROUT • CONCRETE REP) 1. Gunite.AlT.T ig-P ).. 2. Prepackaged Concrete F 3. Rebar... ...................... 4. Do not remove any re-be Corrosion, sandblast anc Specifications. 5. 'Make all cuts square. 6. Trowel finish all repaired 7. Add epoxy bonding agcy To concrete application. TYPICAL REBAR DOWEL REPAIR DETAIL, Edward A. LANDERS, P,E, CONSULTING ENGINEERS 7850 NW 146 STREET. SUITE h09 • MIA •Jan.28.2011 03:56 PM ACI CODE REQUIREMENTS APPPA PAGE. 11/ 15 ACI 315 and AC! Manual of Standard Practice ACI 318 Building Code Requirements for Reinforced Concrete' ACI 506 Edge Preparation Guidelines ACI 5062 Specification for Materials, Proportioning, and Application of Shotcrete ACI 506.48 -94 Guide for the Evalivatiorn Of Shotcrete ACI 546R -96 Concrete Repair Guide ACI 224.1 -93 (98) Causes, Evaluation & Repair of Cracks in Concrete Structures ACI 228.1 R In -Place Methods for Determining of Concrete Strength CRETE REPAIR NOTES )......... 5000psl led Concrete Repair3000psi )ove any re -bar with less than _lO% sandblast and coat per attached its square. :h all repaired surfaces. bonding agent to surfaces prior . 3 application. 1) f'.E.. #38398 'wet V ll 1 • (305)823 -3938 jF 509 • MIAMt t AKFS. Ft. 33016 'TO& i(.:= (r,, odo t i;Pi .> 7v'rt N.' RMR d Ai CC's 77I- ot Rte' /0C /t, AlGJ a'J" 4.1 DRAWN eV r E Ci SCALE: gr5 DATE: -Z7 --t APPROVED 9Y: REVISED C cv2 C—S DRAW INC; NUMBER S K--3 Jan.213.2011 03:56 PM PAGE . 12/ 15 e717(6-e15:: derpsc17;1„, ritc,REAtArr,0 4-00 U5PreTTAD 5774A-FC AS ifetef x 6"Aveh are.. 7 A:16. OR CO %71 .5r-RA/c-rt/ • RsmAayeir op-ce A 6-- 41-1-c2 Lc_ Edward / LANDERS, RI CONSULTING ENGINE6 7850 NW 146 STREET. Uan.2.R.2011 03:57 PM r, Roar Ty/cowl-le ne 6E7411 re-c---09-r PAGE. 13/ 15 --ctojfe-- • A/6w 6-0.0 lit- oft lqwnuoa- /"NP Cooticfc-re" coq-- ---Oie•11A6-- /2c--e4-t Ari-pu2c6-• As° "gilt) Srg-variee DPT 0-10/11iZ :7! :if, P.E. #38398 :A I (305)823-3938 rE 509 • MIAMI LAKES. FL 33016 ECALE; DATE: 2,17 _ Re5/e-A/ce _ 706 ie /VC-' DRAWN sv ce l'JT5 APPROVED BY : REVISED KR e/eele4.e& DRAININGNOMO