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RC-18-1502Qcl$-150Z 0 s- ; P Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:12/03/2018 Parcel Number 10916 NW 2 AVE, Miami Shores, FL 33168-4303 1121360020200 Contacts Permit NO.: RC-6-18-1502 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 06/03/2019 YINA HURTADO Owner YINA HURTADO Applicant 10916 NW 2 AVE, MIAMI SHORES, FL 331684303 10916 NW 2 AVE, MIAMI SHORES, FL 331684303 HOME OWNER Contractor HOME OWNER Description: REPAIR CRACKS IN WALLS AND FASCIA Valuation: $ 7,000.00 Inspection Requests: 11/27/2018 - REPAIR TIE BIEAM AROUND HOUSE EXTERIOR AS 305-762-4949 PER PLANS AS WELL INTERIOR AS PER PLANS INDICATED. Total Sq Feet: 112.00 Fees Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $100.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $9.00 Structural Review ($90) $90.00 Technology Fee $0.80 Total: $299.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $299.60 Credit Card 12/03/2018 $249.60 Credit Card 06/01/2018 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulat'n construction andWonin Futhermore, I authorize the above named contractor to do the work stated. Jac ? Signatyre: Owner / Applicant / Contractor / Agent Date December 03, 2018 Page 2 of 2 J1130M Miami Shores Village R JED L`D, Building p De artment Nr',,'272018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 4 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 l FBC 201i � BUILDING Master Permit No. IF01- (Y— 1 Sb Z 7UNILDING APPLICATION Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10 5 14 N140 2AN- City: Miami Shores County: Miami Dade Zia: 13 i y`4 Folio/Parcel#: ► ( - 21 Sb - tic% Z -02-00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): K i n$i, ll w Phone#-Wo" 252-- V 4-1 Address: e/ 1051 b A) ✓ 2'j /1�' n City: At rti Sk'eC$ State: !-C Zip:f- Tenant/Lessee Name: Email: TtiU(L-1 A. CONTRACTOR: Company Name: %Wertj1je . Phone#:9— .V9 1 1 131 Address: f 3 coo Jam- .tam l a-e' re CZ -- City: � Qualifier Name: ol N Zip:13 j ! one#: State Certification or Registration #: C 6 C / 5 Ll ( G-2-- Certificate of Competency #: DESIGNER: Architect/Engineer: CA-5- g-( � L F14 ea' s - '-" Phone#: ?Gn 6 --3 S. 3i- � > Address: 173 & s i.) r(4Zj. ,tee- City: M w+ State: Zip: 3 ;� 1 7 7 Value of Work for this Permit: $ ?, coo � � Square/Linear Footage of Work: / 1 2 t; in tzv- AA - Type of Work: ❑ Addition , ❑ Alteration ❑ New epair/Replace ❑ Demolition Description of Work:J11r yt-v e� ✓ �lw...� Specify color of color thru tile: Submittal Fee $ 4�Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) DBPR $ Notary Double Fee $ Bond $ �( TOTAL FEE NOW DUE $ 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 Zi 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. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument] w�s acknowledged before me this The foregoing instrumentgwa acknowledged before me this day of /tf a a' 20 16 by .� � day �'�"� e" 20 16 by y �, } � l �' , who is personally known to i ,►.oto who is personally known to r me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: j..�L���•�— Print: f`dPrint: Seal: :'� "�" GICELARAFAEL Seal: ;.••�;aY'p�'• GICELA RAFAEL 4; -, Notary Public -State of Florida Notary Public - State of Florida Commission # GG 161804 Commission # GG 161804 My Comm. Expires Nov 20, 2021 -?�OF�? My Comm. Expires Nov 20.2021 *************sf'*Y's**$41QRctitq+�4N6Matsyuken* ********************** B0iif�lti'11711PSP9�/sre* ******* APPROVED BY Z� / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT, GOVERNOR JONATHAN'ZACHEM,SECRETARY STATE OF FLORIDA DEPARTMENT -OF BUST C( THE Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. REGULATION , THE This is your license. It is unlawful for anyone other than the licensee to use this document. bpr h 019750 Locia Business Talc Receipt Muff�-Da&Minty, State -of fIonda: ---T- WS+ISNOT-A•SILL-00 NaT.PAY: 7U93313 LBT--4 _'-BUSINESS N/[fUWLOCATION RECIDPTAt0._. X 1 E,,S. GENEREVE CONSTRUCTION-&-REMODEMG uC HENLru SEPTEMBER 30 2019 1 i&NE 200TH TER, 7371214 Must be displayed at place of business MIAMI FL 33179 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED GENEREVE CONSTRUCTION & 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR CGC1521162 $75,00 07/09/2012 Worker(s) 1 CREDITCARD-18--051547 This Local Business Tax Receipt only confirms payment of the Lobel Business Tax. The Receiptis not a lidsnse - pwmkj ra certificetio rofthe holder'sgdalifications, to do huge=. Holder must comply with any govahtmen tel or wgovsmmentsl regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on at I commercial vehicle,} - Miami -We Coda Sec Sa-V6. _o For more Information, visit min AC40RU CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD/YYYY) 11 /26/2018 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 BB Insurance Marketing Inc 10167 W Sunrise Blvd 3rd Floor CONTACT NAME: Certificate Department PH°NE , 888-728-0817 a 40:954-452-0450 n ore s: certificates bbimi.com INSURERS AFFORDING COVERAGE NAIC # Plantation FL 33322 INSURER A: Western World Insurance Co 13196 INSURED GENECON-01 Genereve Constriction LLC 1300 NE 200 Terrace INSURERS: Nautilus Insurance Company 17370 INSURERC: FWCJUA Miami FL 33179 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1649120773 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. INSR LTRWVD TYPE OF INSURANCE ADDL UBR POLICY NUMBER MIO�LDDY EFF MM DPOLDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR NPP8327549 8/2/2018 8/2/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence) $100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY D JPE 7 LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS SINGLE LIMIT (Ea accidenMBINEDt) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Peraccident $ B X UMBRELLA LIAB EXCESS LIAR N OCCUR CLAIMS -MADE AN055019 8/2/2018 8/2/2019 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ DED I X I RETENTION$ in non $ C WORKERS COMPENSATION AND EMPLOYERS' LUU31LI Y Y / N ANY PROPRIETORIPARTNER/EXECUTIVE ❑ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 6G454991 5/1/2018 5/1/2019 ER H X STATUTE ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE -POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) STATE LICENSES GENERAL CONTRACTOR CGC 1521162 PLUMBING CONTRACTOR CFC 1429584 li LeJ VJ 3il Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores,FI 33138 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 • _ . W I V00-4U 11* M%.Vrrtv — ..W.— .c....... ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD IS-DA A.S.D. Consulting Engineers, Inc � S.W. A1N!•r FL MIAM1, GL ! 11 GAE �YRF;! t�H ♦i a.�n W eke: ASSFN U<.n NCi.f tJ N: July 09, 2018 Mr. David Villegas Property Owner 10916 NW 2nd Ave Miami Shores, FL 33168 Re: Exterior Wall Cracks Structural Report Dear Mr. Villegas: R FcFf[� Phone: 786 A1•61:49 We have completed the inspection of the exterior masonry wall cracks for the above reference house. Following is the summary of our inspection: EXECUTIVE SUMMARY: The firm ASD Consulting Engineers, Inc was retained by Mr. David Villegas to perform an inspection and evaluation of the exterior wall cracks of the above mentioned residence. The Scope of Work included the evaluation of such cracks and crack repair recommendations if any. FIELD OBSERVATIONS: All exterior walls and gable end walls are made of masonry (8" concrete block). On top of the wall there is a concrete tie beam all around the house. Also, there is a concrete cap at top of the gable end wall. All the tie beams at the exterior side are damaged due to corrosion of the embedded reinforcing steel bars. There are cracks running parallel to the main reinforcing steel which in some cases are over 1 /8" wide. The corrosion in the steel rebars has resulted in spalled concrete. See attached photos 1 to 3. At the interior side, we only were able to inspect the Garage Tie Beam since all other tie beams were cover by drywall. The interior side of the garage tie beam also shows sign of corrosion but in less advance stage of corrosion than the exterior. Exterior Wall Cracks Structural Evaluation 10916 NW 2"d Ave Miami Shores [Type here] DISCUSSION AND RECOMMENDATIONS: Existing field conditions at all tie beams clearly show that corrosion of the embedded reinforcing steel rebars is in advanced stage. At the Mr. Villegas House, the observed damage to the concrete and the steel corrosion is due to anyone or a combination of the following causes: • - The tie beam concrete contains high quantity of water-solub4& fg orides "• ....:. - Concrete of the tie beam is porous. Porous concrete and craekc-in thk todcrete.... allow chloride and moisture migration from the exte'* ;: chlo?idd. rich" environment. • • • • • • • .' . . . . % .... - Embedded reinforcing steel rebars do not have adequate conorele: coven.. .. • : • • • • Corrosion of the steel in concrete is a prevalent problem in areas where exposure to salt air is extreme. This problem is evidenced by large-scale premature failures of reinforced concrete structural components in a fraction of their design life. These failures have been traced to corrosion of reinforcing steel and are generally sufficiently severe to require refurbishing or replacement of the damaged structural components. In the absence of certain deleterious factors and agents, the environment provided to the reinforcing steel by the surrounding concrete is almost ideally suited for preventing corrosion of steel. High quality n concrete, properly placed, consolidated, and cures, provides a highly alkaline, low permeability covering for the steel. However, the entrance of moisture, electrolytes and oxygen by diffusion or through hairline cracks in the concrete or oxidation of the steel rebars prior to placement of the concrete can destroy the passive environment, establish galvanic corrosion and eventually destroy the concrete through the expansive forces created by the corroding steel. During our field investigation, cracks, loose, spalled concrete was observed. If reinforcing steel is not cleaned and is only encased in new concrete, the oxidized steel will corrode over time, expand, crack and spall the concrete patch. Oxidation is like cancer, it is not go away and keeps on increasing until it is fully removed. Corrosion of the steel expand the steel and expansive forces cause cracks in the concrete. Cracks in the concrete allows additional moisture and chloride penetration increasing the rate of corrosion and causing additional oxidations and increase in volume of the steel rebars, therefore, causing additional cracks, spalled concrete, and increasing the rate 2 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores [Type here] of deterioration of the structural components, Consequently, ASD Consulting Engineers recommends that all tie beams is be repaired. The following is the list of repair recommendations that must be implemented for the structural component that shows sign of corrosion or spalled concrete: 1- Repair the exterior side of the tie beam by doing the following procedure •.••.• 1.1- Chip off all cracked, loose and hollow sounding concrete. Clip off the concrete' to the limit of corrosion of steel, minimum 3 in. beyond the eerceded liar."' •. • •: - 1.2- Surgically remove a minimum 1 in. of concrete all aroundtke- bar that• show9 • • • • signs of corrosion. Expose a maximum of 6 in. of good steel 'at' ' th ` s'of the" g p g �..� e'114� . ...... corroded steel by chipping off concrete. Saw cutting of concrete is not allowed. •; Keep existing reinforcing in place. • • • • • • 1.3- If existing rebars has lost more than 20% of its cross -sectional area,* slice a new rebar of same diameter of that of existing bar with minimum of 24 in. splice length on each side of the limits of corrosion. If 24 in. splice is not available, epoxy grout new steel dowel into existing sound concrete by drilling holes into existing concrete and by using Hilti HY 150 epoxy system. Do not cut existing rebars. Reposition existing and new steel bars to achieve 1 '/2" in. concrete cover. Clean existing bar with powered brush to silver steel surface. 1.4- The existing concrete surface of the area to receive repair mortar grout shall be roughened to a minimum 1/8 in. amplitude by means of sand blasting or other approved equivalent method. Clean roughened surface of any dust, laitance, grease, foreign particles, impregnations and disintegrated materials. Coat steel bars and entire surface of existing chip off concrete with anti -corrosive bonding agent such as Sika Armatec 110. 1.5- Rebuild the section with repair mortar to the original dimensions. For applications greater than 1 in. thick, use repair mortar with 3/8 in. coarse aggregate in accordance with manufacturer's specifications. Cure as recommended by manufacturer. 2. Remove the drywall at tie beam interior side to determine the extent of corrosion if any of these tie beams. 2.1- Repair the tie beam interior side if required following same procedure as exterior side. 3 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores [Type here] SUFFICIENCY: Please note that this report is limited to the evaluation of the selected areas described in this report. Adequacy of the original design or in place construction of any portion of the structure is beyond the scope of our work. This report should not be used as . . ; a repair document, as substantial additional d ftifs; anV ' • • • • information must be furnished to the contractor to yvelfor," • • • • • adequate repairs For Repair documents see drawings -prepared •0*00 •• ..... by our office dated 9-20-18. .... . .. ..... Nothing in this report shall be construed directly or zrli fbaly 4S•. •. • • • • • ...... ...... guarantee of any portion of the structure. To the bjsf�•. gf our • •. knowledge and ability, this report represents an accurate apdr$isal of . • • • • 0 0 the items covered in this report, based upon carefully evaluation W O • • . the observed conditions, to the extend reasonably possible. • • • • • • 00 Submitted by: ASD Consulting Engineers, Inc. Ferna Azcue, �.E. Lic. No. 65521 S.T. No. 7023770 4 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores • • •+• 00 Page 1 of 2 ; • • + • • • FL0906.0498 • " " • + r • • •• • • • • • • • • • • • • • • • • • • • + w Boundary Survey � t *. S�I) VlrrY*#FL0906-R498•• PROPERTY ADDRESS: 10916 NW 2 Avenue Miami Shores, FLORIDA 33168 �• + . • �• • ;'" •+� LEGAL DESCRIPTION: ••• •"• •+ Lot 18, SHORELAND HEIGHTS according to the plot thereof, as recorded in Plot Book +43, Page 85 of the Public Records of MIAMI- DADE County, FLORIDA. Community Number: 120635 Panel: 0090 Suffix: J Index Date: 7/17/1995F.I.R.M. Date: 03/02/94 Flood Zone X Field Work:6/10/2009Compieted: 6/12/2009 Revislon History: (revA 7/21/2009) (rev.0 6/12/2009) 0 CERTIFIED TO: YINA E. HURTADO; HUMBERT LAW-HOLLYWOOD ; CHICAGO TITLE INSURANCE COMPANY; HOME FINANCING CENTER, INC.,; : ISAOA ; ATIMA. son ® 0 For Surveyors Notes and Legend, see page 2 BOUNDARY SURVEY MIAMI-DADE COUNTY IS-DA A.S.D. Consulting Engineers, Inc 1320 5 W 142ND PL MIAMI, FL 3 172 PH ONE (2..) 35) 3 3 - C-) - 69 W WW.A5DCON5FNO.COM July 09, 2018 Mr. David Villegas Property Owner 10916 NW 2"d Ave Miami Shores, FL 33168 Re: Exterior Wall Cracks Structural Report Dear Mr. Villegas: 5 ISO F All 17 �41B . . .... ...... ...... .. ...... Phone: 786 2$1:049 '• ;••••; . 000000. ...... ..... ...... ... ..... . . . . ...... I'RUCTU SAL hEV;EVV APPROVED We have completed the inspection of the e: reference house. Following is the summary of our inspection: EXECUTIVE SUMMARY: masonry wall cracks for the above The firm ASD Consulting. Engineers, Inc was retained by Mr. David Villegas to perform an inspection and evaluation of the exterior wall cracks of the above mentioned residence. The Scope of Work included the evaluation of such cracks and crack repair recommendations if any. FIELD OBSERVATIONS: All exterior walls and gable end walls are made of masonry (8" concrete block). On top of the wall there is a concrete tie beam all around the house. Also, there is a concrete cap at top of the gable end wall. All the tie beams at the exterior side are damaged due to corrosion of the embedded reinforcing steel bars. There are cracks running parallel to the main reinforcing steel which in some cases are over 1/8" wide. The corrosion in the steel rebars has resulted in spalled concrete. See attached photos 1 to 3. At the interior side, we only were able to inspect the Garage Tie Beam since all other tie beams were cover by drywall. The interior side of the garage tie beam also shows sign of corrosion but in less advance stage of corrosion than the exterior. Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores [Type here] DISCUSSION AND RECOMMENDATIONS: Existing field conditions at all tie beams clearly show that corrosion of the embedded reinforcing steel rebars is in advanced stage. At the Mr. Villegas House, the observed damage to the coi:crjtt and• •tofrne steel • •; • corrosion is due to anyone or a combination of the following causgs;..; ...;;. - The tie beam concrete contains high quantity of water-solub)*;chlorides: • . . ...... ... ..... - Concrete of the tie beam is porous. Porous concrete and c " ' � ' p �CaG�.s, in the concrete . • allow chloride and moisture migration from the exterior chlArj& ricft • • • environment. 09 - Embedded reinforcing steel rebars do not have adequate concrete cover. Corrosion of the steel in concrete is a prevalent problem in areas where exposure to salt air is extreme. This problem is evidenced by large-scale premature failures of reinforced concrete structural components in a fraction of their design life. These failures have been traced to corrosion of reinforcing steel and are generally sufficiently severe to require refurbishing or replacement of the damaged structural components. In the absence of certain deleterious factors and agents, the environment provided to the reinforcing steel by the surrounding concrete is almost ideally suited for preventing corrosion of steel. High quality n concrete, properly placed, consolidated, and cures, provides a highly alkaline, low permeability covering for the steel. However, the entrance of moisture, electrolytes and oxygen by diffusion or through hairline cracks in the concrete or oxidation of the steel rebars prior to placement of the concrete can destroy the passive environment, establish galvanic corrosion and eventually destroy the concrete through the expansive forces created by the corroding steel. During our field investigation, cracks, loose, spalled concrete was observed. If reinforcing steel is not cleaned and is only encased in new concrete, the oxidized steel will corrode over time, expand, crack and spall the concrete patch. Oxidation is like cancer, it is not go away and keeps on increasing until it is fully removed. Corrosion of the steel expand the steel and expansive forces cause cracks in the concrete. Cracks in the concrete allows additional moisture and chloride penetration increasing the rate of corrosion and causing additional oxidations and increase in volume of the steel rebars, therefore, causing additional cracks, spalled concrete, and increasing the rate 2 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores [Type here] of deterioration of the structural components, Consequently, ASD Consulting Engineers recommends that all tie beams is be repaired. The following is the list of repair recommendations that must be implemented for the structural component that shows sign of corrosion or spalled concrete: .... 1- Repair the exterior side of the tie beam by doing the followingprocedare. - ....:. goo...... .. ...... 1.1- Chip off all cracked, loose and hollow sounding concrete. Ch+off the concrel6... : to the limit of corrosion of steel, minimum 3 in. beyond the ceded br.: • ..... ...... .. . ..... ..... ...... 1.2- Surgically remove a minimum 1 in. of concrete all around.tjj.bar that shows .• signs of corrosion. Expose a maximum of 6 in. of good steek at Both Buda of the**:. corroded steel by chipping off concrete. Saw cutting of concrete:is notallowed.•.•.: . . . Keep existing reinforcing in place. 04, • 1.3- If existing rebars has lost more than 20% of its cross -sectional area, splice a new rebar of same diameter of that of existing bar with minimum of 24 in. splice length on each side of the limits of corrosion. If 24 in. splice is not available, epoxy grout new steel dowel into existing sound concrete by drilling holes into existing concrete and by using Hilti HY 150 epoxy system. Do not cut existing rebars. Reposition existing and new steel bars to achieve 1 V2" in. concrete cover. Clean existing bar with powered brush to silver steel surface. 1.4- The existing concrete surface of the area to receive repair mortar grout shall be roughened to a minimum 1/8 in. amplitude by means of sand blasting or other approved equivalent method. Clean roughened surface of any dust, laitance, grease, foreign particles, impregnations and disintegrated materials. Coat steel bars and entire surface of existing chip off concrete with anti -corrosive bonding agent such as Sika Armatec 110. 1.5- Rebuild the section with repair mortar to the original dimensions. For applications greater than 1 in. thick, use repair mortar with 3/8 in. coarse aggregate in accordance with manufacturer's specifications. Cure as recommended by manufacturer. 2. Remove the drywall at tie beam interior side to determine the extent of corrosion if any of these tie beams. 2.1- Repair the tie beam interior side if required following same procedure as exterior side. 3 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores [Type here] SUFFICIENCY: Please note that this report is limited to the evaluation of the selected areas described in this report. Adequacy of the origirpl• •. design or in place construction of any portion of the ft�ilature is beyond the scope of our work. This report should not.be, toed as .: ....:. a repair document as substantial additional dfe6ft and • :....: information must be furnished to the contractor W perfoigrr • ; • • adequate repairs, ...... ... ..:..' .... ... ...... Nothing in this report shall be construed directly or iqp j�t/y as . . • guarantee of any port/on of the structure. To the !lest of our • • • • • know/edge and ab//ity, this report represents an accurate VpRr#isal of • " ; . • . • the items covered /n this report, based upon carefully evaluation df the observed conditions, to the extend reasonably" possible, Submitted by: ASD Consulting Engineers, Inc. Ferna Amue, P.E. Lic. No. 65521 S.I. No. 7023770 4 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores PHOTOS Picture 1 Exterior Wall Cracks Structural Evaluation 10916 NW 2"d Ave Miami Shores of - '-:1•Aa / _ -' may,:'.} I' � vTj=�:e i f RlI Picture 3 Exterior Wall Cracks Structural Evaluation 10916 NW 2nd Ave Miami Shores 'GENERAL NOTES CODES & STANDARDS 1. FLORIDA BUILDING CODE 2017 EDITION AND LATEST REVISIONS 2. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318-11 & COMMENTARY ACI-318 LATEST EDITION 3. ACI 301-99 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. GENERAL 1. ALL EXISTING DIMENSIONS & ELEVATIONS SHOWN IN THESE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS PRIOR TO BIDDING & STARTING WORK. THE ENGINEER, SHALL BE NOTIFIED, IN WRITING, OF ANY DISCREPANCY FOUND IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. 2. CONTRACTOR IS REQUIRED TO COMPLETE THE REPAIRS TO ANY GIVEN STRUCTURAL COMPONENT WITHOUT INTERRUPTION OF TIME. CONTRACTOR TO ENSURE THAT NEW REPAIR MORTAR IS PLACED IN REINFORCED CONCRETE MEMBER WITHIN 3 CALENDAR DAYS FROM THE DATE OF START OF CONCRETE CHIPPING OF THAT MEMBER. NEW REPAIR MORTAR MUST BE PLACED AND CURED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 3. APPROVAL BY THE BUILDING INSPECTOR DOES NOT MEAN COMPLIANCE WITH THE PLANS & SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER FOR INTERPRETATION OR CLARIFICATION. APPROVAL BY THE ENGINEER IS REQUIRED DURING VARIOUS STAGES OF CONSTRUCTION & PRIOR TO THE FINAL COMPLETION OF THE PROJECT. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT TO THE EXISTING AREAS TO BE REPAIRED, INCLUDING TIE BEAMS, TIE COLUMNS & OTHER EXISTING STRUCTURAL COMPONENTS. THE DESIGN, ADEQUACY & SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE REPAIR WORK. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING AS REQUIRED TO PROVIDE STABILITY TO THE STRUCTURE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, FIXTURES & FURNISHINGS DURING THE CONSTRUCTION PERIOD. ANY DAMAGE TO THE EXISTING STRUCTURE, FURNISHINGS, ETC. CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 6. INSTALL STUCCO, PAINT & FINISHES OF ALL REPAIRED AND REPLACED CONCRETE MEMBERS TO MATCH EXISTING, ADJACENT AREAS. 9. ALL AREAS BELOW AND ADJACENT TO THE STRUCTURAL MEMBER BEING REPAIRED SHALL BE SECURED TO PROTECT LIFE & PROPERTY FROM FALLING DEBRIS. CHIPPING OF STUCCO AND CONCRETE SHALL NOT START UNTIL OVERHEAD PROTECTION IS IN PLACE, IF REQUIRED. 10. DOWELS, STEEL, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING REPAIR MORTAR. 11. ALL EPDXY GROUTED DOWELS INTO EXISTING CONCRETE SHALL BE INSTALLED USING HILTI HIT HY-150 SYSTEM AS MANUFACTURED BY HILTI CORPORATION. INSTALL AS PER MANUFACTURER'S RECOMMENDED PROCEDURE. 12. ALL REINFORCEMENT SHALL BE ASTM A-615-60 STEEL. ALL BARS SHALL BE DEFORMED AS PER ASTM A-305. ALL BENDS SHALL BE MADE COLD. 13. ALL BARS SHALL BE FREE OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL NEW & EXISTING EXPOSED BARS SHALL BE COATED WITH ARMATEC 110 PRIOR TO PLACEMENT OF CONCRETE & REPAIR MORTAR. 14. ALL REINFORCING BARS SHALL BE ACCURATELY & SECURELY PLACED & TIED BEFORE POURING CONCRETE. CONCRETE PROTECTION SHALL BE MINIMUM OF 1 1 /2" INCH CLEAR. 15, BEFORE STARTING REMOVAL OR CHIPPING OF CONCRETE, CONTRACTOR'S SHORING ENGINEER SHALL REVIEW EFFECTS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBERS AS NECESSARY. 16. ALL PRODUCTS TO BE USED IN THIS PROJECT MUST BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO INSTALLATION. 17. CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO RESTRIC THE ENTRANCE OF THE TENANTS TO THE AREAS WHERE WORK IS BEING PERFORMED TO PROVIDE PROTECTION OF THE RESIDENTS. REMOVE RESTRICTIONS AFTER REPAIRS ARE COMPLETE. 18. 18. ALL WORK MUST BE INSPECTED AND APPROVED BY THE ENGINEER REPAIR NOTES SCOPE OF WORK REPAIR MATERIALS CONCRETE REPAIR TIE BEAM REPAIR CONCRETE 1. PORTLAND CEMENT CONCRETE, AS PER SPECIFICATIONS. STRENGTH = 5,000 PSI @ 7 DAYS MAXIMUM WATER CEMENT RATIO = 0.50 CONTRACTOR TO SUBMIT MIX FOR REVIEW & APPROVAL. 2. REPAIR MORTAR • HORIZONTAL SURFACE - SIKATOP 122 PLUS • VERTICAL AND OVERHEAD SURFACES - SIKATOP 123 PLUS • CONCRETE STRUCTURAL MEMBERS SURFACES WITH REPAIR DEPTH OF 1 INCH OR MORE - USE SIKATOP 122 PLUS WITH 3/8 INCH ROCK COARSE AGGREGATE MIXED AS PER MANUFACTURER'S RECOMMENDATION. • NON -SHRINK GROUT - SIKAGROUT 212 G • BONDING AGENT - ARMATEC 110 BY SIKA CORP. OR SIMILAR • EPDXY DOWELS - HILTI HY 150 SYSTEM. PROVIDE MANUFACTURER'S SPECIFIED EMBEDMENT TO DEVELOP YIELD STRENGTH OF REBAR, REPAIR PROCEDURE 1. SHORE ROOF PRIOR TO CHIPPING. PROVIDE ONE LINE OF POST SORE ALONG THE PERIMETER OF THE HOUSE 2. PHASE 1 OF THE REPAIR SHALL BE EXTERIOR SIDE AT THE ENTIRE PERIMETER. PHASE 2 SHALL BE THE INTERIOR SIDE AT DAMAGED AREAS ONLY. PHASE 2 SHALL START 7 DAYS AFTER COMPLETION OF PHASE 1 3. USING MAX. 15 LB SIZE CHIPPING HAMMERS CHIP OFF ALL CRACKED, LOOSE & HOLLOW SOUNDING CONCRETE. CHIP OFF CONCRETE TO THE LIMIT OF CORROSION OF STEEL, PLUS 1" BEYOND THE CORRODED BAR. 4. CHIP OFF EXISTING CONCRETE TO PROVIDE MINIMUM 1" CLEARANCE BETWEEN EXISTING BAR AND SURROUNDING CONCRETE. THIS UNDERCUTTING WILL PROVIDE CLEARANCE FOR BAR UNDERSIDE CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE. CONCRETE REMOVAL SHALL EXTEND ALONG THE BAR FREE OF CORROSION, AND WHERE THE BAR IS PROPERLY BONDED TO SURROUNDING CONCRETE. 5. REMOVE ALL HEAVY CORROSION AND SCALE FROM THE BAR AS NECESSARY TO PROVIDE MAXIMUM BOND. OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD OR USE- • POWERED STEEL WIRE BRUSH TO CLEAN BAR TO SILVER STEEL SURFACE, ALL A404. 6. IF THE BAR CROSS SECTIONAL AREA HAS BEEN REDUCED BY 15% EPDXY DOWEL-k-E i VERTICAL TIES OR HORIZONTAL REINFORCING AND SPLICE BARS WITH 24" MIN IMUIM0ttf' OVER UNCORRODED REINFORCEMENT. NEW REBAR SHALL BE SAME DIAMETER AS ej"AT. OF THE EXISTING REBAR WITH MIN SPLICE LENGTH ON EACH SIDE OF THE LIMIT "" CORROSION. IF SPLICE LENGTH IS NOT AVAILABLE, EPDXY GROUT THE NEW STEEL':". DOWEL INTO EXISTING SOUND CONCRETE BY DRILLING HOLES INTO EXISTING CONCRETE USING HILTI HY-150 ADHESIVE SYSTEM. '00:" 7. THE EXISTING CONCRETE SURFACE OF THE AREA TO RECEIVE REPAIR GROUT SHALL•BlE ROUGHENED. CLEAN ROUGHENED SURFACE OF ANY DUST, LAITANCE, GREASE, FOPE194 PARTICLES, IMPREGNATIONS AND DISINTEGRATED MATERIALS. APPLY ONE FULL C04 01� BONDING AGENT TO THE ENTIRE SURFACE OF EXISTING CHIPPED OFF CONCRETE. 8. REBUILD THE SECTION WITH NEW CONCRETE OR REPAIR MORTAR TO THE ORIGINAL DIMENSIONS. 9. CURE MORTAR AS RECOMMENDED BY MANUFACTURER. CURE CONCRETE WITH 96 HOURS OF WET BURLAP & PLASTIC OR BURLENE FOLLOWED BY CURING COMPOUND COMPATIBLE WITH FUTURE COATINGS. BEGIN AS SOON AS MATERIAL WILL SUPPORT WEIGHT OF CURING MATERIALS. 10. IF THE EXISTING TIE BEAM CONCRETE AND STEEL IS TOO DAMAGED AT THE ENTIRE SECTION, THE WHOLE TIE BEAM SHALL BE REMOVED AND NEW TIE BEAM WITH NEW REBARS SHALL BE POURED ;aRAL REVIEW LV RECEIVED � C)'V E 4 �1 AT a� ��h� _ _------- SEP 19 1018 CONSULTING ENGINEERS, INC 17320 S.W. 142ND PLACE MIAMI, FLORIDA 33177 PHONE: 786-351 3663 C.A. NO: 29139 FERNANDO AZCUE-ENERIZ P.E. LICENSE NO:65521 STR TURI SEAL: °L PROJECT NAME: 00 Q 0 Io we n o �1 W . °-1 0 J o :... vi • Q • • . �fl W • ..:•z 0 DRAWING TITLE: DATE: 09-2018 SHEET NO: GIENEFAL NOTES D DRAWING INDEX S-0 32' - 0" 1 1'-5" a f4) N FAMILY/ROOM N DINING ROOM/ /% /04 /. GARAGE . //. . SCOPE OF WORK: TIE BEAM REPAIR ALL AROUND THE HOUSE / 14'-10" 27'-0" T1 -5 At ;-ZOVED PROJECT - LOCATION 2 EXISTING FLOOR PLAN SCALE:3/16"=V-O" N ZONING LEGEND ZONING:R-14.25, R-15 TOP OF TIE BEAM:+8'-0" EXISTING LOT AREA: 8,750 SQ.FT. HOUSE AREA: 1,404 SQ.FT. LOT COVERAGE: 16 LEGAL DESCRIPTION ADDRESS:10916 NW 2 AVE MIAMI SHORES, FL 33168-4303 LOT 18, SHORELAND HGTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 85, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. LOT SIZE 70.000 X 1525 OR 19430-2690 1285 12 2000 �..' ,••••• ..so NW 1H ST •••••• • •• NW 109 ST z 1 M TION MAP :N. T.S. 3N Z 1A\ -9srm CONSULTING ENGINEERS, INC 17320 S.W. 142ND PLACE MIAMI, FLORIDA 33177 PHONE: 786-351 3663 C.A. NO: 29139 FERNANDO AZCUE-ENERIZ P.E. LICENSE NO: 65521 STRUCTURAL SEAL: PROJECT NAME: 00 Q CD . � W ,j O .. .Q::� M ... • .... •� LL_ cat w ,•:9% Of W . ��o� •,:1, O •••• LJ • rn q L .... © a so • . . DRAWING TITLE: EXISTING FLOOR PLAN DATE: 09-2018 SHEET NO: S-1 EXISTING STING STRAP TO MAIN. FIELD VERIFY IP OFF LOOSE AND ALLIED CONCRETE AND ,RTAR AT WHOLE RIMETER OF THE USE. SEE REPAIR TES. THE BAR CROSS 1• SECTIONAL AREA HAS BEEN REDUCED BY 8" 15% OR MORE, ADD NEW TIES AND/OR HORIZONTAL BARS SAME DIAMETER AS EXISTING. A TIE BEAM REPAIR PHASE 1 SCALE:1 1/2"=1'-0" EXTERIOR SIDE DAMAGED TIE BEAM TO BE REPAIRED: PHASE 1 (EXTERIOR SIDE, ENTIRE PERIMETER) PHASE 2 (INTERIOR SIDE AT DAMAGED AREAS ONLY) 7 DAYS MIN AFTER t" COMPLETING EXTERIOR SIDE REPAIR. REPEAT 8" PROCEDURE AT INTERIOR SIDE AT DAMAGED AREAS ONLY B TIE BEAM REPAIR PHASE 2 SCALE:1 1 /2"=1'-0" INTERIOR SIDE 4 °' a a n n c I v U G v q a a a / ! / / C TIE BEAM REPAIR SIDE VIEW SCALE:1 1 /2"=1'—O" (RAFTERS NOT SHOWN FOR CLARITY) PROVIDE SHORING PRIOR COMMENCEMENT OF DEMO WORK. SHORING TO REMAIN IN PLACE UNTIL 7 DAYS AFTER POURING NEW TIE BEAM 0 1 0 0 0 0 RAFTERS STRAP TO "IELD VERIFY IF THE EXISTING CONCRETE AND STEEL IS TOO DAMAGED AT THE ENTIRE SECTION. REMOVE THE ENTIRE TIE BEAM AND STEEL CAGE. PROVIDE NEW CAGE (2#5 TOP AND BOTTOM AND #3 STIRRUPS®48"O.C. OVER WALL, ®8" OVER OPENING AND 4#3 STIRRUPS ®8"AT CORNERS AND POUR NEW 3000 PSI CONCRETE. ROOF MUST BE SHORED PRIOR COMMENCEMENT OF DEMO WORK. • 'J APPP/RG ED DAT D' _ i D TIE BEAM REPAIR WHOLE SECTION SCALE:1 1/2"=1'—O" (IF NEEDED) CONSULTING ENGINEERS, INC 17320 S.W. 142ND PLACE MIAMI, FLORIDA 33177 PHONE: 786-351 3663 C.A. NO: 29139 FERNANDO AZCUE-ENERIZ P.E. LICENSE NO: 65521 ST UCTU"L SEAL: 7, -77 PROJECT NAME: 00 CD Q O Laj • •••••• - LLJ • • • J • ••••7• (n • • Cl* Lli • W ••••. O • � m ••i•� • LLJ • — ••••© Q es DRAY I G TITLE: • DETAILS DATE: 09-2018 SHEET NO: S-2 DAMAGED CONCRETE CAP TO BE REP PHASE 1 (EXTERIOR SIDE, ENTIRE LENGTH) PHASE 2 (INTERIOR SIDE AT DAMAGED AREAS ONLY) ' y — / F y--r ^/7�• � i /�T sy r. y ' - / ♦ r r 7�1 y/{ —71 .-./ rc f + r ! ;/ .> `/ f r ^ � / r f / - - < - r /,fir !-•l / _ * -/ ' .!-. -fr,� / -.�. " r - DAMAGED TIE BEAM TO BE REPAIRED: PHASE 1 (EXTERIOR SIDE, ENTIRE PERIMETER) PHASE 2 (INTERIOR SIDE AT DAMAGED AREAS ONLY) A TIE BEAM REPAIR AT GABLE ENDS SCALE:1 1 /2"=1'-O" (RAFTERS NOT SHOWN FOR CLARITY) F ORAL f�-ViEV'J �/ { DAT d --- ttlE APPROVED 1 I flsrm CONSULTING ENGINEERS, INC 17320 S.W. 142ND PLACE MIAMI, FLORIDA 33177 PHONE: 786-351 3663 C.A. NO: 29139 FERNANDO AZCUE-ENERIZ P.E. LICENSE NO: 65521 STRUCTURAL SEAL: PROJECT NAME: 00 • W O .j 77 ••••0A • 4 (n s CV LLJ O . . DRXWIT4G TITLE: DETAILS DATE: 09-2018 SHEET NO: S-3 REMOVE LO( AND DELAMI CORRODED EXISITING CORRODED STEEL CHIP OFF EXISTING CONCRETE TO PROVIDE MINIMUM 1" CLEARANCE BETWEEN EXISTING BAR AND SURROUNDING CONCRE' THIS UNDERCUTTING WILL PROVIDE CLEARANCE FOR BAR UNDERSIDE CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE. CONCRETE REMOVAL SHA EXTEND ALONG THE BAR FREE OF CORROSION, AND WHERE THE BAR IS PROPERLY BONDED TO SURROUNDING CONCRETE. CONCRETE SUBSTRATE IF SOME NON -CORRODED REINFORCING STEEL IS EXPOSED DURING THE CONCRETE CHIPPING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BOND TO SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED. 1 TSCA AIL LE:N.T.S. CLEANING THE BACKSIDE OF CORRODED BARS CLEANING OF REINFORCING STEEL REMOVE ALL HEAVY CORROSION AND SCALE FROM THE BAR AS NECESSARY TO PROVIDE MAXI BOND. OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD OR USE POWERED STEEL WIRE TO CLEAN BAR TO SILVER STEEL SURFACE, ALL AROUND. CONCRETE SUBSTRATE \\_ REINFORCING STEEL 1 � l • • A r;�'ED DA? 4ONALAR REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTIONREINFORCING STEELIF REINFORCING STEEL HAS LOST 15% OR MORE OF ITS CROSS-SECTADD A NEW ' • SUPPLEMENTAL BAR. NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED P71'rALL'EL T( AND APPROXIMATELY 3/4 INCH (19 mm) FROM EXISTING BARS. LAP LENGTHS SHALL BE A Mrt •OFf 14 INCHES. CORRODED BAR TO BE CLEANED AND COATED PRIOR TO PLACEMENT OF MORTAR. • ' REMOVE AFFECTED LENGTH : •' • CORRODED/OXIDIZED • • • STEEL LOSS IF SECTION REQUIRED LAP = 24 SUPPLEMENTAL BAR INCHES (2�SUALE.N L. T. S. REQUIRED LAP = 24 INCHES CONSULTING ENGINEERS, INC 17320 S.W. 142ND PLACE MIAMI, FLORIDA 33177 PHONE: 786-351 3663 C.A. NO: 29139 FERNANDO AZCUE-ENERIZ P.E. LICENSE NO: 65521 ST UML SEAL: PROJECT NAME: 00 Q O n 0 Q Q cy • .• .] • • .(� O -_ � �.•.. vi • cv w • • �• m i s ~ • i DRWNG TITLE: DETAILS DATE: 09-2018 SHEET NO: S-4 s SCALE:N.T.S. 3 PHOTO SCALE:N.T.S. 2 PHOTO SCALEXT.S. APPROVED_.._ --••-- DATE a ffSDt CONSULTING ENGINEERS, INC 17320 S.W. 142ND PLACE MIAMI, FLORIDA 33177 PHONE: 786-351 3663 C.A. NO: 29139 FERNANDO AZCUE-ENERIZ P.E. LICENSE NO: 65521 srnucrU L SEAL: PROJECT NAME: 00 Q o .• Q Q ....•. • ::�W .>o • • • D:::� d J • . cv IJ 0 • • • M un � LJJ • � � .. •,6-•-. •••.•• •s • • • DRA'VING TITLE: PHOTO DATE: 09- 2018 SHEET NO: S-5 "SD A.S.D. Consulting Engineers, Inc 1)3}O S.W. 193ND PL MIAMI, FL JJI RUNE IJ 861 35t 3663 F % 1)96) a)8 )6959 WWW ASOCONSENG.COM A TO: Building Department Official FROM: Fernando Azcue, RE, SI. Structural Engineer, FL Reg. No. 65521 R cl6 -is02 DATE: December 21st, 2018 RE: Tie Beam Repair located at both sides and rear of the House. 10916 NW 2"d Ave Miami Shores, FL 33168 INSPECTION LETTER Building Department Official: Our firm has been retained to perform the Tie Beam Repair Inspection for the above mentioned project. As per our inspection, the Repair of Tie Beam located at both sides and rear of the house is in compliance with the permitted documents. 'As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the "inspected part of the building" based upon careful evaluation of observed conditions, to the extent reasonably possible, There was no destructive testing done at the previously addressed. " Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Fernandof'7�zcue, P.E. Lic. No. 65521 S.I. No. 7023770 BUILDING PERMIT APPLICATION Miami Shores Village IRFCF,1VED Building Department JUN 01 018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201-4 Master Permit No.2L 16— 1 —SC)?- Sub Permit No QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10916 NW 2 AVE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 1-2136-002-0200 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE:�� OWNER: Name (Fee Simple Titleholder): Ylna Hurtado Address:10916 NW 2 AVE City: Miami Shores Tenant/Lessee Name: Email: one#: 786-252- State: Florida Zip: 33168 Phone#: CONTRACTOR: Company Name: HO"4c0 UU � Phone#: Address: City Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: , Zip: Phone#: Certificate of Competency #: Phone#: City: State: Value of Work for this Permit: Square/Linear Footage of Work: 10 Type of Work: ❑ Addition Alteration ❑ New ❑■ Repair/Replace ❑ Demolition 40 Description of work: Repair cracks in walls and Fascia. Specify color of color thru tile: Submittal Fee $_ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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. Signature Signature C OWNER or AGENT CTOR The foregoing instrument was acknowledged before me this The foregoing instrument: before me this day of -yne- 20 19 by Y1G U Y ho is personally known to me or who has produced If Can -kas identification and who did take an oath. NOTARY PUBLIC: Print: Seal:1z' Oil MAn„ry'- MY coMMISSION # GG 044602 EXPIRES: November 2, 2020 Bonded Thru Notary Public U ndem day of me or who has produced 20 by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as *************************************************************************************** APPROVED BY Plans Examiner Zoning 0 Structural Review Clerk (Revised02/24/2014) 1%. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 / OWNER BUILDER DISCLOSURE STATEMENT NAME: 1F I N A Po e-TPOD DATE: U'- "' Iy i 201 ADDRESS: O°I I rn NU-) 2hd A Ve , M (Am 1 5409cs 3S 1 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. Ynust supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or impr`ovea commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupan`'iy. lr;nay not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete„th 'JammWill presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a codtr o' It r onsibility to make sure the people employed by you have licenses required by state law and by county or municipa.[klicensir4 brdi r on working on your building who is not licensed must work under your supervision and must be employed by ypuY+n h h means that y t e c F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by Igor construction must co it IJ�� applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial �!J 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I under:of myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name insteo I d rstand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permiontracts. Initia 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. i Initial 6. 1 understand that 1 may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial_ 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial \ _ B. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial�w 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial�� 10. 1 understand th Lain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Ad rffinWa and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board,at 850.4 http://www.myfloridalicense.com/dbpr/pro/cilb(index.html �V i , it Initial_ ).e11. I am aware of, and consent to; an o -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: (Oq ((o NtU 2w A Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial — Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hirQa licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's w&.4'rs compensation coverage. Befor&a building, permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local xpermittggagency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signatur perty �'gin or other type of verification acceptable to the local permitting agency is required when the permit is issued. s Was acknowledged before me this day of 20 o� e� Y N Z c j( �NNZ By 1 O who was personally known to me or who has o a Produced identification O ER N NOTARY