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HomeMy WebLinkAboutSPECIAL INSPECTION PLAN} Special Inspection Plan SCANNED for BY St. Lucie Count Balcony Repairs — Treasure Cove Dunes at 4100 North AIA, Building 2 Fort Pierce, FL 34949 Prepared By: . IMI M BV ENGINEERING, INC. MOIA aOWLES VILLAMIZAR & ASSOCIATES . THESE PLANS AND ALL P' OPOSED WORK AREE SUBJECT TO ANY Co1?RECTMM _MQUIREU BY FIELD 114SPLCTORS THAT MAY BE NECESSARY 119 OR�rs TO COMIPLY WITH ALL Ai PL1 OLE CMES. CML • STRUCTURAL • SURVEYING • ENVIRONMENTAL 163520dbStreet -V/ Beach. FL32960 772.569A03S • Fat: 772.778.3617 ewwwinbwerig am CA #3718 Engineers Project Number: 15-320 Rodolfo \\\\\\\ I I LI 11I /// V\L Aly/2 4 0�� � • NSF' .;p No 4 * ; LU �EOF ///1/11 M 00 SPECIAL INSPECTION PLAN SCOPE OF WORK The Special Inspector shall observe that the work is executed in substantial accordance with the permitted Official Contract Documents. The Office Contract Documents are defined as the permitted plans, recorded addenda, and the Specifications with all amendments thereto, including the special Inspector Plan. I. DUTIES The Special Inspector shall maintain a record of the progress, working conditions, observations given to the Contractor and suspected deviations from the Office Contract Documents. The reports shall be in writing and shall be made out promptly at the end of the period covered. The Special Inspector shall furnish these reports directly to the building official, engineer of record, and others as required. The reports may consist of any or all of the following: a. Describe inspections and tests made with applicable locations b. Indicate how non -conforming items were resolved C. List unresolved items, parties notified, and method of notification d. Itemize changed authorized by design professional in charge, if not included in non -conforming items. II. REPORTING INFORMATION & OBSERVATIONS It is the duty of the Special Inspector to notify the Contractor, Building Official, Architect/Engineer of Record and the owner, if the following events occur: a. The use of materials, equipment, or workmanship which do not conform to the Official Contract Documents or which may cause improper construction which is not acceptable. b. Work which is not being done in accordance with the approved Official Contract Documents. C. Faulty construction or construction performed without inspection and not capable of being inspected or tested in place. d. The request for interpretation from the Engineer of Record as required to clarify the Construction Documents. e. Observe that shoring and reshoring has been installed in accordance with the Shoring/Reshoring Plans as submitted to the Building Department by the Contractor. Such concrete or structural element which is dependent on the shoring installed. The Special inspector will verify proper placement of all concrete and reinforcement installation. IV. =4NLe a. The owner shall arrange for necessary construction documents to be furnished to the Special inspector during the progress of the work in a timely manner. Such records shall consist of, but may not be limited to: concrete cylinder test reports, soil density test records, mill records, shop drawings, pile driving logs, etc. b. The owner shall insure that the Contractor provide a shoring and reshoring plan to the Building Department which is signed and sealed by an Engineer registered in the State of Florida. Such registered engineer may represent the form supplier. The Special Inspector does not surrogate the Building Official's or the Engineer of Record's responsibilities. Further, it is not intended that the contractor's contractual of statutory obligations are any way relieved or foregone by the presence of the Special Inspector. The Contractor has the sole responsibility for any deviations from the official Contract Documents. The Special Inspector will not replace the quality control personnel of the Contractor. All inspections will be in accordance with the provisions of the Special Inspector Law. V. LIMITATIONS Unless otherwise provided in written requests, this Contact limits- the Special Inspector to provide services only with regard to the structural frame of the building including foundation, primary and secondary framing systems, and all other items included in the Inspection Plan. This Contract does not include inspection of any safety provisions as required by OSHA or other safety standards which apply during the construction period. Nor does it apply to elements such as metal or wooden balcony railings, fire protections, curtain walls, mechanical/electrical systems. Architectural components, site work or other elements not contributing to the capacity of the structural building frame. THRESHOLD INSPECTION PLAN A. The following is a description of the structural system employed for this project: Structure: reinforced concrete flat slabs with post tension cables. B. Construction shall conform to the Permitted Documents as submitted to the Building Department. C. Approved Permit Drawings, the applicable Specifications and approved Drawings submitted by MBV Engineering Inc. shall govern the requirements of this work. D. Reinforced Concrete: Concrete Quality Verify that individual batch tickets indicate delivery of the approved mix as specified. Verify time limits of mixing, total water added, and property consistency and workability for placement. Determine the required type, quantity and frequency of tests to be performed on fresh and hardened concrete. Observe sampling of concrete, field testing of fresh concrete and making of test specimens. Provide or arrange for proper specimen identification, site storage and protection, and transportation to the testing laboratory. Provide or arrange for communication of field testing results to the registered design professional in responsible charge and to the building official. 2. Reinforcement Verify that reinforcing steels are of the type, grade and size specified and are in conformance with acceptable quality standards. Ensure that reinforcing steel is free of oil, dirt and rust and that steel is properly coated and/or sheathed as specified. Verify that reinforcing steels are located within acceptable tolerances and are adequately supported and secured to prevent displacement during concrete placement. Verify that minimum concrete cover is provided. Verify that placement of reinforcing steel (or ducts) complies with required spacing, profile and quantity requirements, as indicated by both the approved plans and installation drawings. Verify that hooks, bends, ties, stirrups and supplemental reinforcement are fabricated and placed as specified. Verify that required lap lengths, stagger and offsets are provided. Verify proper installation of approved mechanical connections per the manufacturer's instructions and/or evaluation reports. 3. Concrete Placement, Protection and Curing Verify acceptable condition of the place of deposit before the concrete is placed. Verify the methods of conveying and depositing concrete avoid contamination and segregation of the mix. Verify that concrete is being properly consolidated during placement. Verify that concrete is protected from temperature extremes, and determine that proper curing is initiated. 4. Post Tension Cable Repairs Reinforcement Verify that reinforcing steel and tendons are of type, grade and size specified and are in conformance with acceptable quality standards. Verify that the reinforcing steel and tendon system are fabricated in conformance with acceptable quality standards. Verify that the condition of tendons at the time of concrete placement are free of oil, dirt and excessive rust, and are properly coated and/or sheathed as specified. Verify that reinforcing steel and tendons are located within specified tolerances, and are adequately E. V101 L TEI • supported and secured to prevent displacement during concrete placement. Verify that minimum concrete cover is provided. Verify that placement of reinforcing steel and tendons (or ducts) comply with spacing, profile and quantity requirements, as indicated by the existing conditions, installation drawings and approved plans. Verify that hooks, bends, ties, stirrups and supplemental reinforcement are fabricated and placed as specified. Verify that required lap lengths, stagger and offsets are provided. Verify proper installation of approved mechanical connections per the manufacturer's instructions and/or evaluation reports. Verify that welds have been inspected and approved as specified. Verify that prestressed anchors are fabricated and installed as specified. Prestressing and Grouting Verify that the required concrete strength has been attained prior to transferring prestressing forces. Verify proper equipment calibration. Verify that proper stressing (or tensioning) sequences are used, proper jacking forces are applied, and acceptable elongations are attained and recorded. Verify that tendons and anchorages are properly sealed or otherwise protected as specified. Verify that ducts including inlets and outlets are of the required size, are mortar -light and are located correctly. Verify that proper grout materials, strength and grouting pressures are used as specified. Other Miscellaneous Inspections 1. Inspect for any holes drilled in slabs, walls, columns, or any other structural component without prior approval. 2. Check for any exposed reinforcing steel bars at face of reinforced concrete member. 3. Maintain a correction list indicating the areas where discrepancies were noted and status of repair. 4. Send a copy of the daily inspection report to Building Department, Owner, General Contractor, and others, as requested by the owner. 5. Visually inspect all concrete surfaces for any cracks. Notify the Engineer of Record immediately if any cracks are found. F. Submission: 1. General: Various submissions to the Threshold Inspector will be required. All submissions shall be reviewed by the Contractor and the Engineer of Record prior to transmittals to the Threshold Inspector. Submit one copy for this record and review. Review of submissions by the Threshold Inspector. Submit one copy for his records and review. Review of submissions by the Threshold Inspector does not relieve the Contractor of the Subcontractors of their obligations for performance. The intent of the review of these submissions is to confirm that off -site fabricated components comply with the Approved Permit Documents. 2. Items required for the Threshold Inspector: The Threshold Inspector shall be provided with copies of all correspondence related to the construction of the project, all shop drawings, all deviations from the contract documents, all test reports, a full set of the Contract Documents, and any other items he may deem necessary to perform his duties. .a 711 S MAIM �� STRUC LOADS. RLE COPY DESIGN CRITERIA AND LOADS: DESIGN CRITERIA AND 1. WIND DESIGN: WIND SPEED (MPH) V(ADJ)=128 V(UL7)=165 RISKCATEGORY 11 EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTIONAS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACING/SHORING. GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA BUILDING CODE (FBC)°, Sth EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THEAUTHORITY HAVING JURISDICTION (AHJ). 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOWALL DETAILS OF THE WORK,. 4. DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. DO NOT LOAD STRUCTURES, NEW OR EXISTING, WITH ..WEIGHT THAT WILL ENDANGER STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC. POST -TENSION NOTES 1. ALL PROCEDURES SHALL BE IN CONFORMANCE WITH A. C. 1. 318(LATEST EDITION) AND POST -TENSIONING INSTITUTE. 2. CABLE SHALL BE LOW RELAXA TION UNBOUNDED WIRE STRAND (1/2'D1A.) CONFORMING TO A.S. T.M. A416, GRADE 270. CERTIFIED MILL TEST FOR STRAND SHALL BE SENT TO ENGINEER 3. MINIMUM CONCRETE STRENGTH AT TIME OF STRESSING SHALL BE 3,000P.S.L 4. ALL INSERTS FOR. SUSPENDED MECHANICAL AND ARCHITECTURAL WORK SHALL BE CAST IN PLACE WHENEVER FEASIBLE WHEN ADDITIONAL FASTENERS ARE REQUIRED, ONLY THOSE THAT ARE ANCHORED IN DRILLED HOLES ARE PREFERRED, WITH THE APPROVAL OF THE ENGINEER OF RECORD. 5. ANCHORAGE DETAILS AND CONCRETE STRESS REQUIRED AT STRESSING SHALL BE PROVIDED BY POST -TENSIONING SUPPLIER. 6. ALL BEAM TENDONS ATANCHORAGE LOCATIONS SHALL BE PROTECTED WACCORDANCE WITHACI 318-(LATEST EDITION) SECTION 16.14.3. SLAB TENDONS SHALL BE PROTECTED LIKEWISE WHERE NEW SLAB EDGES ARE TO BE CAST. 7. PRESTRESSING WIRE OR STRAND SHALL BE CLEANAND FREE FROM CORROSION. 6 ADEQUATE BARS GTHECONCRSUPPORT CHAIRS SHALL BE FURNISHED TO ADEQUATELY HOLD THE TENDONS IN PLACEDURIN TE AAND CEMENT r'9 9. SHOP DRAWINGS SHOWING ALL DETAILS OFEND ANCHORAGES, CONNECTION BLOCK OUTS OR HOLES, INSERTS, Q� ; • •�G EN AND OTHER PRE STRESSING DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION. C) • 10. TENSILE STRESSINPOST-TENSIONTENDONS SHALL NOTEXCEED0.7OF.P.U.IMMEDIATELYAFTERTENDON g1000 ` �' No ANCHORAGE. INITIAL STRESS SHALL BE 0.80 F.P.U. PRIOR TO ANCHORING CABLE. 11. RECORDS SHALL BE KEPT OF ALL JACKING FORCES AND ELONGATIONS. PRIOR TO CUTTING OFANY P/T TENDONS 1 TAILS, THE THRESHOLD INSPECTING ENGINEER AND THE P?DELEGATED ENGINEER SHALL ISSUE A LETTER A-1 F STATING THAT THE STRESSING WAS COMPLETED IN ACCORDANCE WITH THE PROJECTDOCUMENTS. , , 12. PIT SUPPLIER TO PROVIDE RECENT CALIBRATION RECORDS OFALL STRESSING EQUIPMENT FL Y� 13, POWER DRIVEN FASTENERS WILL BE PERMITTED WHERE IT CAN BE SHOWN THAT THE INSERTS WILL NOT SPALL n`, l THE CONCRETEAND WHERE FASTENERS ARE LOCATED SO AS TO AVOID TENDONS. CONTRACTOR MUST LOCATE TENDONS ON THE SURFACE OF THE SLAB. NOTIFY ENGINEER IF OTHERWISE RODtlIIp�I via 1 14. WELDING IN THE VICINITY OF STRANDS IS FORBIDDEN. FL. P.E.#6 000 JAN 27. 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 2: BALCONY 1835-20TH STREET IN SRO BEACH, FL 32860 a i PH. (772) 56&0035 ENGINEERING, INC FX.p92)]98-36t> YON BUMF$ VI lw k ASSOCATES NpyJYR R - RI (321) M-1510 MNSULVNc ORGINERING G 037W IT. PERCG R - PR (772).-BOSS JOB NO. 15-320 OEBIGN O T.S. DRAM A.E.R. cNECMEOR,v. DATE 1/26/2017 SHEET 1 OF 16 RAIL FRENCH DOORS REAR BALCONY BLDG. 2 UNIT NUMBER: 211 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: RAIL SCREEN INTERIOR BALCONY ® A. HOLLOW TILE ON SURFACE 71 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 15 L.F. ��NN 0 jIL I-A4j��//, ® D. SLAB SPALL UNDERNEATH S.F. ���Ov�•\GENSF'`-jr ^ p v E. CRACKS ON SLAB -GRAVITY FEED L.F. O; F. STUCCO S.F. _ No.61p00 G. COLUMN REPAIR C.F. _ �— * H. WALL REPAIR S.F. pF ; UPI. POST TENSION REPAIR E.A. i 1p , 1 ` J. WATERPROOFING S.F. 1i111 ® K. RUST SPOTS E.A. / vUtin L. CRACKS UNDER SLAB L.F. ��/t(>flwo I MI AR ® M. RUST SPOTS BOTTOM E.A_ FL. P.E.#61 0 N. WALL CRACK L.F. JAN 27, 2017 TREASURE ' 83 0THSTREET Oa NO. 15-320 COVE DUNES BUILDING2: , I_ �` Y BROfl VEEACH, FL 32860 PH. (772)56&0035 DESIGNED T S. DRAWN q,E,R. CONCRETE REPAIR BALCONY REPAIRS ENGINEERING,INC. FX. (772) 778-3617 CHECKED R.V. 4100 N. A1A FT. PIERCE, FL NON ao' ml I l AR k ASSOCIATES CONSOITNG ENCw¢RING c /372s N0B]NWE. R - PH (321) M-1510 FL RE C R - PH (n2) Ise-5a55 GATE 1�26�2017 sMeEr 2 OF 16 RAIL REAR BALCONY BLDG. 2 UNIT NUMBER: 212 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 6 S.F.B - SLAB SPALL FULL DEPTH ® CC. SLAB SPALL EDGE REPARREPAIR 10 L.F. ���\\��gNSE /.,> ® D. SLAB SPALL UNDERNEATH S.F. p�• �� E. CRACKS ON SLAB -GRAVITY FEED L.F. _ 0 NO-6ir:�pp0 F. STUCCO S.F. _ * ; W G. COLUMN REPAIR C.F. * H. WALL REPAIR S.F.op i S1PTE ' © I. POST TENSION REPAIR E.A. O ' . O •' J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. vUtin L. CRACKS UNDER SLAB L.F. RODOLFO VIL MI A ® M. RUST SPOTS BOTTOM E.A. FL. P.E.#61 00 N. WALL CRACK L.F. JAN 27, 2017 TREASURE IRO REACH STREET VERO BEACH. JOBNO 15-320 OEBIGxEO T.S. COVE DUNES BUILDING 2: ■ MMBV -032880 PH.(l72) S68-BO35 oRnwry p.E.ft. CONCRETE REPAIR BALCONY REPAIRS EI INEERING,INC. FX. (772)778-3617 cRECNEo R.v. 4100 N. A1A FT. PIERCE, FL MM BOWIE$ NI Im k h55pCP1E5 CONWONG MQNEBRINO O /372B umon [ R - R1 (321) 2 -1510 7.. %FACE, x. - pry (7)2) a -0055 ORTE 1�26�2017 sNEEi 3 OF 16 RAIL REAR BALCONY BLDG. 2 UNIT NUMBER: 222 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 4 S.F. ���\\\II,IIIII//77/ ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ��\p V ----- ® C. SLAB SPALL EDGE REPAIR 20 L.F. 6�.;O4.NSE'•,q�i�� ® D. SLAB SPALL UNDERNEATH S.F. Z' IQ " E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. LLI H. WALL REPAIR S.F. © I. POST TENSION REPAIR E A �i�K, J. WATERPROOFING S.F. S O ® K. RUST SPOTS E.A. II I - rUtin L. CRACKS UNDER SLAB 25 L.F. RODOLFO VI MIZA ® M. RUST SPOTS BOTTOM E_A. FL. P.E.# 1000 N. WALL CRACK L.F. JAN 27, 2017 TREASURE ' VERO BEACH, FL 32960 EROBE0TH. TL 329 OB NO. 15-320 OESISNEO T.S. COVE DUNES BUILDING 2. '= �t Y PH. (772) 5690036 ORANM q,E.R. CONCRETE REPAIR BALCONY REPAIRS ENGINEERING,INC F)(.(772)77a-36n cHECNEOR.V. 4100 N. A1A FT. PIERCE, FL MOIA BGWIES MW SM k ASSOtl XS cONsuLTNC ENOmEMING ca 43729 N WRNS R - N (321) 25}1510 U. PlB E, R - pN ( 72) 45e-9055 OaIE 1/26/2017 SHEET 4 OF 16 COLUMN DELAMINATIONS REPAIR REPAIR PROCEDURE. CONDITIONS 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN SPALL AS MUCH AS POSSIBLE. 2. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES. J. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE. 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH ;" AMPLITUDE. rEP 1 5. SANDBLAST OR HIDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER AROUND BOND INHIBITING MATERIALS. AVOID DAMAGING OR 'R OF SPALL CUTRNG EXISTING REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO JCRETE OUT 70 O THOSE THAT HAVE DETERIORATED BY MORE THAN 15% 'ONCRETAND ALL NEW STEEL SHALL BE ASTM A-615 GRADE 60. TEFL TO PRODUCE LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. METAL FINISH. Z COAT ALL NEW AND EXIS71MG REBAR WITH TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC —RICH COATING FOR CORROSION PROTECTION. INSTALLA71ON SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS. B. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS TO SSD CONCRETE SURFACE. SURFACES 9. FILL THE EXCAVA77ON 947H REPAIR MORTAR OR READY ND MIX CONCRETE PLACED AS DESCRIBED IN THE I AGENT. MANUFACTURER SPECIFICATIONS. IO.REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RA710 OF 0.45 OR LESS OR HAVE NON —SHRINKABLE PROPERTIES. 11.FINISH SURFACE TO TEXTURE AND SM007HNESS STEP 3 REQUIRED FOR THE SPECIFIC APPLICATION. FILL PREPARED AREA 12.PROVIDE THE ARCHITECTURAL FINISH AS REQUIRED BY WITH REPAIR MORTAR THE OWNER. 13.FOR MATERIAL SELECTION, PHYSICAL PROPERTIES, STEP 4 MIXING, APPLICA7ION AND CURING INFORMA77ON REFER TO APPROPRIATE TECH�Jt AA 111 20TECT SURFACE WITH SPECIFICA7IONS FRR�\ V ALL 'PROPRIA7E COATING MANUFACTURER. .;GE N S WL.'# C 06�0� ROpF F 2017 TREASURE COVE DUNES BUILDING 2: �/�Q��j`^''Sq� Pil� b\\ �A�\ 0 SN;0EO T.S.�0 '�MB� Fx.cv 2 6-3817 ORAWN A.E.R. CONCRETE REPAIR REPAIR DETAILS ENGINEERING,ING CHECKED R.V. 4100 N. A1A NOIA BMM MII IN h ASSwAm NEIBOUANF fL - M (321) M-1510 DAM 1/26/2017 FT. PIERCE, FL CONSOLING ENGINEERING G 3728 Ft. REPCF,R-Pn )22 ,se -sass ( ) SHEET 5 OF 16 WALL REPAIR NOTES FOR GENERAL REPAIR. 1. CHIP AND REMOVE CRACKED MORTAR. 2. THOROUGHLY CLEAN MASONRY SUBSTRATE AND REMAINING STUCCO SURFACES (EXPOSED EDGES INCLUDED) WITH CONCRETE/MASONRY CLEANER OR TRISODIUM PHOSPHATE/WATER SOLUTION. 3. REPAIR CRACKED AND/OR SPALLED MASONRY SUBSTRATE INCLUDING CONCRETE BLOCK UNITS MORTAR JOINTS, AND GROUT FILLED CELLS IN ACCORDANCE WITH REPAIR DETAILS AND SPECIFICATIONS PROVIDED HEREIN. 4. COAT TOP AND BOTTOM SIDES OF GAP WITH BONDING AGENT. 5. PATCH REPAIR AREAS WITH NEW REPAIR MORTAR SYSTEM OR EXTERIOR STUCCO SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 6. MATCH EXIS77NG FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE. 7. FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE WITH THE GENERAL NOTES. FL. P.E.#6p000 JAN 27, 2017 'MB : STREE VERO BEACH, FL 32960 5-320 MSF.E6 T 5 COVETREASURE COVE DUNES BUILDING 2: Y PH.(77 )5TH PH. (772)$69-0036 CONCRETE REPAIR REPAIR DETAILS ENGINEEKING6INC FX.(772)776361] oRAwN A.E.R. NFRV c6ECo 4100 N. A1A mom Bowes vIEUN12Nn a n XRTES BBBBBRNE K - PN (.121) 25 1510 DATE 1/26/2017 FT. PIERCE FL CONEIILMG ENGINEERING G I372B (nz �m-0060 E1, PIOM R - N ) BNEET 6 OF 16 1` EXPOSING AND UNDERCUTTING OF REINFORCING STEEL THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VER77CAL AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BY HYDRO -DEMOLITION, HYDRO-MILLLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL. 2. ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED CORRODED BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE REPAIR STRUCTURALLY. PROVIDE MINIMUM % INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR Y, INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. J. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS WITH MINIMUM SIX INCHES FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE 4. IF NON —CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED, 5. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS. OW I l Off% g1000 _ C N0. FL. P.E.#6y000 / JAN 27, 2017 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 2. REPAIR DETAILS Y IRO BEACH, 56F032960 ,= �` ' 1836-EUTH, FL 329 PH. (]T2) 589-0035 ENGINEERING,INC FX.(772)778-3817 MOR la M huxJ c ms"T Mm ( ) COnsULMG ENBIMMI"G cn 0n28 AME n-an RI U-= R. FYFACE R. - %1 (])2) SEE-905 OB"O 1s-320 OESiGNEO T.S. OFANM q,E.R. cnEcn6o R/26/zot7 OntE SHEET ] ()F t6 CLEANING AND REPAIR OF REINFORCING STEEL CLEANING OF REINFORCING STEEL ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A TIGHTLY BONDED LIGHT RUST BUILD-UP ON THE SURFACE IS USUALLY NOT DETRIMENTAL TO BOND, UNLESS A PROTECTIVE COATING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURERS RECOMMENDATIONS FOR SURFACE PREPARATION SHOULD BE FOLLOWED. STEEL ABRASIVE ABRASI,GE PATH z CLEANING BACKSIDE OF CORRODED BARS REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION IF REINFORCING STEEL HAS LOST SIGNIFICANT CROSS SECTION, A STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL, ONE OF THE FOLLOWING REPAIR METHODS SHOULD BE USED: • COMPLETE BAR REPLACEMENT, OR • ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY 3/ IN. (19 MM) FROM EXISTING BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318; ALSO REFER TO CRSI AND AASHTO MANUAL. I 8 1, , 2017 TREASURE COVE DUNES CONCRETE REPAIR BUILDING 2: REPAIR DETAILS ,_ ENGINEERING,INC BV '1!(�4" 1)FIEET` �ER�a�•`�^• L32060 FX.(772) 778-3636 FX.p72)7]8-361] JOB RD- 15-320 DESIOrvEO T.S. .R. CHECK CHECK RV R.V. 4100 N. AIA FT. PIERCE. FL YOR BO NOA lw & /550W16 OBWSLLMG ENSINMING G 03728 U BONWE R - RI (RI) 20-1510 R_ RI R _ pR 002) 4g5_B0. DATE 1/26/2017 SHEET 8 OF 16 SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE. CONCRETE OR LEVELING OVERLAY 'W'c. MLONG GUARD RAILS, SET BOTTOM RAIL 1/4" MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE. 1. ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL. CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 4% MOISTURE CONTENT. 1F REQUIRED BY THE ENGINEER, A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET, MAT SHALL BE A 6 MIL CLEAR POLYURETHANE SHEET, SEALED ALL AROUND WITH ADHESIVE TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S SPECIFICATIONS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLICATION TO VERTICAL EDGE OF SLAB. J. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS 3/16" OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE. TOP COAT TO BE COMPATIBLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURER'S INSTRUCTIONS. VINLA41// //, O� \C E 00 TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S _ ;lAo 6� _ KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH — �c THE APPLICABLE MINIMUM BUILDING CODES AND THE _ # ' O ( c IL APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE .p `, g'CPZ 2 LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633, j'P •, FLO .N6 000 Oj��SS10 27, 2017 TREASURE DUNES REPAIR 4100 N. A1A PIERCE, FL BUILDING 2: DETAILS _ 1836 - 20TH STREET �� VERCI (772)5 -0035 0 i i 835-2T)6 STRE5 ENGINEERING,INC. FX. (JJ2)JJ6361JCONCRETE .0. soW YiLL lm k ASSCCWl6 MMOUFN[ R. - W (321) z9-15106/201 CONSOLMG ENGINEERING G /J]40 R. PIR R - PM (02) ♦W-SM5OF 2000VE MNED R.REPAIR JFT. 16 i 0\0 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A SLAB FULL DEPTH REPAIR 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES. 2. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE EXISTING CONDITIONS SEVERE SPALL 3. CHIP OUT THE FULL DEPTH. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. STEP 1 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH4- AMPLITUDE. SAWCUT AROUND PERIMETER OF SPALL 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS. CHIP CONCRETE OUT TO AVOID DAMAGING OR CUT7ING EXISTING SOUND CONCRETE AND REINFORCEMENT. CLEAN STEEL TO PRODUCE 6. A WHITE METAL FINISH. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 157. ALL NEW STEEL SHALL BE AS7M A-615 GRADE 60. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. STEP 2 Z COAT ALL NEW AND EXISTING REBAR WITH TWO 10 COAT EXPOSED SURFACES MILS OF EPDXY, POLYMER CEMENT SLURRY OR A WITH APPROVED BONDING ZINC -RICH COATING FOR CORROSION PROTECTION. AND ANTI -CORROSION INSTALLA77ON SHALL BE DONE FOLLOWING THE AGENT: MANUFACTURER SPECIFICATIONS. B. THE BONDING AGENT, IF REQUIRED, SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. STEP 3 9. REPAIR REPAIR MORTAR OR READY MIX CONCRETE FILL PREPARED AREA 141774 SHALL BE PLACED AS DESCRIBED IN THE REPAIR MORTAR. MANUFACTURER SPECIFICATIONS. 10. REPAIR MIX SHALL HAVE A COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS. PROTECT SURFACE WITH - APPROPRIATE COA77NG. 11. FINISH SURFACE TO TEXTURE AND SM007HNESS REQUIRED FOR THE SPECIFIC APPLICATION. 12. UPON COMPLETION OF FINISHING OPERATIONS, ALLOW MATERIAL TO CURE IN ACCORDANCE WITH MANUFACTURERS'S R C ffl t1��JQ�7I'�9/S 13. PROVIDE THE A� 11@bk� _ FINISH VV AS REQ \ ��Y, - E N F THE OWNER. O ,•"�G O , •i * ERODOLC M ,5'O 51 F�.,• 100 1p 2017 BUILDING 2: REPAIR DETAILS i�MBV ENGINEERING, ING MON soV MIL lw & /SSCC m CONSULTING ENCINEMM G 13728 833J VERO E3 H, 2880 PH. (»2) 568-0035 FX.(772)9>e-38T> U M E. R - PN (321) M-1510 f. MER R - PN (T12) 1 -9055 OE6IGN pggyyry CHECNF aNTE bHEET EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT ° as ° a EDGE AND SURFACE CONDITIONING OF CONCREFE 1. THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL, AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BYHYDRO—DEMOLITION, HYDROMILLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 2. REMOVE DELAMINATED CONCRETE, UNDERCUT REINFORCING STEEL, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL. 3. CHIP OUT THE CONCRETE TO EXPOSE THE ENTIRE CIRCUMFERENCE OF THE REPAR. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF UNCORRODED STEEL IS OBSERVED. 4. AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE WITH EITHER OF THE FOLLOWING METHODS: 4.1. SAWCUT 112 " (13 MM) OR LESS AS REQUIRED .TO AVOID CUTTING REINFORCING STEEL 4.2. USE POWER EQUIPMENT SUCH AS HYDRODEMOLITION OR IMPACT BREAKERS. AVOID FEATHER EDGES. 4.3. REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARED CORNERS. 5. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) BY ABRASIVE BLASTING OR HIGH PRESSURE WATERBLASTING WITH OR WITHOUT ABRASIVE. 6. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 7. IF HYDRODEMOLITION IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM PREPARED SURFACES EF\ q€I I�7Y HARDENS. JILL O, _ O ; No 610 4( OfZOD© IL I: i 4 SS0 FY i 6 000 --';O \ TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 2: REPAIR DETAILS ;:Mgy ���B6O PH. (]]2) 5630035 ENGINEERING,INC Fx.(772)na361] NON BOWIES NtIANIIDA & 5smv E5 NQ UME' R - PH (]]1) 3S1-I510 CONSULTING INGINEERINC C p728 R. PIERCE IL - I (]M) °6E-9055 EENo 15-320 OESiGNED T.S. pRANM A.E.R. CHECHEDR.v. DATE 1/26/2017 SHEET 11 OF 16 LEGEND: O TELESCOPING SHORIN X 2X4 BRACING ® 4X4 P.T. FORMWORK. SHORING & RESHORING 1. FORMS AND SHORES FOR HORIZONTAL CONCRETE MEMBERS WERE DESIGNED FOR NOT LESS THAN DEAD LOAD PLUS 50 PSF CONSTRUCTION LOAD AND FOR THE CUMULATIVE LOADS OF SUPPORTED FLOOR. 2. FORMWORK SHALL BE FABRICATED, ERECTED, SUPPORTED, BRACED AND MAINTAINED SO THAT IT WILL BE CAPABLE OF SUPPORTING WITHOUT FAILURE ALL VERTICAL AND LATERAL LOADS THAT MAY REASONABLY BE ANTICIPATED TO BE APPLIED TO THE FORMWORK. 3. THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED TO FLOORS SUPPORTING SHORES OR RESHORES SHALL NOT EXCEED 757 OF THE LIVE LOAD SPECIFIED FOR SLABS AND JOISTS AND 607. OF THE LIVE LOAD SPECIFIED FOR BEAMS. 4. NO CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNTIL THE CONCRETE IS A MINIMUM OF 14 DAYS OLD AND THE 7 DAY STRENGTH IS 707 OF THE SPECIFIED 28 DAY STRENGTH. 5. REMOVAL OF FORMWORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE FORMS IN SUCH A MANNER TO INSURE JOB SAFETY AND TO PREVENT DAMAGE TO AND CREEP DEFLECTION OF THE STRUCTURE. THE FOLLOWING ARE MINIMUM GUIDELINES FOR THE REMOVAL OF HORIZONTAL FORMWORK: a. FOR BALCONIES, FORMS MAY BE REMOVED 72 HOURS AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE STRENGTH IS 70% OF THE SPECIFIED 28 DAY STRENGTH BUT NOT LESS THAN 2500 PSI. RESHORE EACH BAY AS SOON AS FORMS ARE REMOVED. 6. DO NOT REMOVE SHORING UNTIL CONCRETE HAS REACHED AT LEAST 70% OF THE SPECIFIED 28 DAY STRENGTH, BUT NOT LESS THAN 3000 PSI. AS A MINIMUM, SHORING AND RESHORING SHALL REMAIN IN PLACE AS FOLLOWS. (TIME MEASURED FROM COMPLETION OF CONCRETE POUR).TIME SHOWN AS SHORING/RE—SHORING. 0. SLABS, 72 HOURS/14 DAYS b. BEAMS. 7 DAYS / 14 DAYS 7. DO NOT MAKE UNAUTHORIZED CHANGES OR SUBSTITUTION OF EQUIPMENT. B. PROVIDE GUARDRAIL SYSTEMS ON ALL OPEN SIDES AND OPENINGS IN FORMWORK AND SLABS. 9. PROVIDE AND MAINTAIN ADEQUATE SUPPORT TO PROPERLY DISTRIBUTE SHORING LOADS. 10. ALL BASE PLATES, SHORE HEADS, EXTENSION DEVICES, AND ADJUSTMENT SCREWS SHALL BE IN FIRM CONTACT, AND SECURED WHEN NECESSARY, WITH THE FOUNDATION AND THE FORM. 11. THE SHORING AND RESHORING IS TO BE INSPECTED DAILY BY THE CONTRACTING OFFICER. 12. ADJUSTMENT OF SHORING OR POST SHORES TO RAISE FORMWORK SHALL NOT BE MADE ONCE CONCRETE POUR BEGINS. 13. MAINTAIN AT ALL TIMES THREE FLOORS SHORED UNDER ELEVATED SLABS A �84asl11I?TVi LOOK. `t N *'. * F w jr"( R2QDQQL LLAMI R FL( �p L C9 61000 �/ Qom• ••_ \ 1t,\dA-tl 7. 2017 TREASURE COVE DUNES CONCRETEREPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 2: REPAIR DETAILS 18ALIJAA,41wk" - VERO BEACH. FL 32960 &0035 BV FX. (772) 77&3617 E INEERING, INC MOIp BOWIES VW lL k MSOCNT6 MEIBWPN[ R - N (J21) W-1510 CONSMLMO PICPIEE60J0 C Q728 R. FEIME R - PK (A2) .BB-9055 JOB NO 15-320 oESiFi+Eo T.S. OMM A.E.R. CHECKED R.V. OATS 1/26/2017 SHEET 12 OF 16 A DECK OVERLAY SCALING / SLAB PITCH CORRECTION EXISTING CONDITIONS MODERATE SCALING STEP 1 MECHANICALLY ABRADE THE CONCRETE SURFACE TO SOUND CONCRETE AND TO ACHIEVE A UNIFORM DEPTH. STEP 2 COAT EXPOSED SURFACE COATED WITH BONDING AND ANTICORROSION AGENT. STEP 3 — FILL EXCAVATED AREA WITH REPAIR MORTAR. NOTES: 1. SPALL/SCALING UP TO 1/4" (7mm) IN DEPTH WITH MINOR AGGREGATE LOOSE, BUT NO EXPOSURE TO REBARS. 2. AN EXPOSED AGGREGATE PROFILE OF +/- 1/8"(3mm) IS REQUIRED IN ORDER TO OBTAIN A GOOD MECHANICAL BOND TO THE SUBSTRATE. PRESSURE WASH AFTER EXCAVATION TO REMOVE DUST, LAITANCE AND OTHER BOND INH1817ING MATERIALS, SSD SUBSTRATE. J. APPLY A 20 MIL. COATING OF BONDING AND ANTI -CORROSION AGENT ONTO THE SSD SURFACE TO INSURE PROPER BOND OF REPAIR MATERIAL. 4. FILL AND SCREED EXCAVATED AREA WITH THE APPROPRIATE REPAIR MORTAR, CONSOLIDATE, FINISH AND CURE AS REQUIRED. STEP 4 PROTECT SURFACE WITH 11111//7jA/ APPROPRIATE COATING. \��\\111 / A V ILLqeNse ' p , 100 No _ '• 0 QO , �o��, LO 100MI 0 R . S$ III13AN- 27, 2017 TREASURE VEPH. BEACH, ROBEAiH, FL 329 JDaIGN 1 —320 DESIGNED TS. S. COVE DUNES BUILDING 2: '= �� PH. T2 s6 0 35 aE.R. CONCRETE REPAIR REPAIR DETAILS ENGINEERING,IN Fx. ci�zi ne-asn 361s crEc ED 1 26 2017 4100 N. AlA FT. PIERCE, FL MOA s CONS LMG ENGINEENNG G /3T2B ND,�GGK21) 25}1510 FTS p R _ E. FH (772) {69'9W`5 SHEET SHEET 13 OF 16 S A v 2x WALL FRAMING AT 24" O.C. MAX. J" EXT. SHEATHING W/ 10d's ® 6" O.C. MAX., SPACE EDGES 1/8" MOISTURE BARRIER DRAINAGE PLANE W/ 2" LAP MIN. AT HORIZ., TAPED VERT. SEAMS, STAPLED IN PLACE W/ MIN. FASTENERS UNTIL WIRE LATH IS INSTALLED BONDING AGENT PER HORIZ APPLIED PAPERBACKED (,/15) PLASTIC WIRE ASTM C932, 4 I LATH W/ 1" END LAP, Y2" EDGE LAP. FASTEN W/ THEN " STUCCO 3 If ROOFING NAILS TO STUDS ® 6" O.C. AT ALL SUPPORTS TWO COAT STUCCO, FINISH THICKNESS OF fig" DRAINAGE PLANE OVERLAPS CORNER AND MEMBRANE STRIP OVER WOOD FRAME TO SLAB INTERSECTION, CREATE FORMED DRIP EDGE MEMBRANE STRIP COVERING WOOD FRAME TO O SLAB INTERSECTION, FLASHING EQUAL TO NOTE # NUMBERS INDICATE PROTECTO WRAP BT20XL 4" WIDE TO E OF INSTALLATION EXTEND 2" ON EACH SIDE OF JOINT SEOU STUCCO DETAIL AT EDGE SCALE: 3/4" = 1'—O" NOTES 1. PROVIDE CONTROL JOINTS AT 144 SQUARE FEET MAXIMUM, SEE ELEVATION, USE "V" CONTROL JOINT. 2. PROVIDE DRIP EDGE AT OVERHANG. J. PROVIDE CASING BEAD WITH WIDE FLANGE AT BOTTOM OF WALL, LAP VAPOR BARRIERS. _�O;,vo610� MRO VI LAM /�/SfSI I IGI111\\�A �27 #zo10 _ SLJOB NO. 15-320 TREASURE '" yRROEEACHF32860 DESIGNED TS COVE DUNES BUILDING 2: IU BY PH.(772)5600035 pRAwN A.E.R. REPAIR DETAILS ENGINEERING, INC. Px.m=)�T636+ CONCRETE REPAIR CHECKED R.V. 4100 N. A1A MOA 13 ' VNA lm h ASSOCIATES ME W6. R - PH (MI) 253-1510 DATE 1/26/2017 FT. PIERCE, FL CONSULTNc ENGINEERING CA 03728 q, PERM R - PH (P2) 46e-5055 SHEET 14 OF 16 AT EXTENTS OF REPAIR, ADD 2x4 TO EXISTING TRUSS W/12d's @ 4" O.C. AT BOTTOM CHORD WITH EXPANSION JOINT IN STUCCO. (E) FASCIA TO PRE—ENGR'D WOOD TRUSSES ® 2'-0" O.C. MAX DRIP EDGE 2'-10" ADD 2x4 P.T. BLOCKING W/ (2) 12d TOENAILS EA. END 3" P.T. PLYWOOD W/ 10d's S.S. ® 4" O.C. MAX. STUCCO SHALL BE %" THICK WIRE MESH W/ 6dx2" S.S. ® 4" O.C. OR 2" LONG #6 S.S. SCREWS ® 8" O.C. TO TRUSS (NOT SHEATHING) VAPOR BARRIER NOT NEEDED FOR SOFFIT -LEAVE 1/8" GAP AT WALL, `- CAULK PRIOR TO PAIN71NG c = DESIGN PRESSURE.. ALLOWABLE 92 PSF D STUCCO SOFFIT DETAIL SCALE 3/4" = 1'-0" , 2017 TREASURE COVE DUNES CONCRETEREPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 2: REPAIR DETAILS ■ E INEERINQ INC MCA BOWIES vulAMRAR k ASSOCWIES CONSUL➢NG OGINEENNG CA #3728 20TH STREET 835B-EL VERO ACH, F32B60 PH.(]]2) 5690035 FX. (T 2)]]D-361] MEID_UUPNE R. - PH (321) 253-1510 {L pIERCE R - HB 072) K9-9055 08 No 15-320 OE8IGNED T.S. DRAWN A.E.R. CHECKED R.V. DATE 1/26/2017 SHEET 15 OF 16 CABLE REPAIR (2) #4 I / IMIN (2) J/4 DIAGN/0 #4x1'=4" EA. SIDE (TYP.) 'LT VSL CP+ ANCHORAGE SYSTEM ® EA. END (2) J4 (2) §4 CONT. BURSTING BARS PLACED DIRECTLY INSIDE OF ANCHORS �--4"4 U PLACE 318" EPDXY -A COATED PLATES W/. VELZY DONUT ANCHORS (EPDXY COATED) &NEW WEDGE ANCHORS (PLATES & DONUTS TO BE (2) SPLICE CHUCKS REMOVABLE) \o �Z� �O Ov G -O; 00' W. * OF 5 GAO. /�i '�• FLy�D�C2F6 VI LAM R RE ;= �` ' 636-20) STREET JOB NO 15-320 Y VERO BEACH. FL 328ED DESIGNED T.S. COVE DUNES BUILDING 2: PH.o 2, 66}DD35 JOR p N A.E.R. CONCRETE REPAIR REPAIR DETAILS ENGINEERING,ING Fx.pTzlna-36n OeEcrcfio R.V. 4100 N. A1A MOIA 30w MN DAR & p DCR1ES MDBCURNE R - cn (B:1) ssJ-i610 DATE 1/26/2017 FT. PIERCE. FL CONSULMNG ENGINEERING CA pne R. PD R - I $NEED 16 OF 16 IMUM BV ENGINEERING, INC. MOIA BOWLESVILLAMIZAR &ASSOCIATES www.mbvengxom cA#3728 June 9, 2016 Mr. Christopher Lestrange, CBO St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Treasure Cove Dunes Condominium — Concrete Restoration Bldgs. 1-4 4100 North Hwy. Al A, Fort Pierce Permit Number: 1605-0484 St. Lucie County, Florida Engineer's Project Number: 15-320 Dear Mr. Lestrange: This letter shall serve as notification that MBV Engineering has been retained to perform the special inspections for the concrete restoration at the subject project and we will also prepare the final reports for the subject project. Should you have any questions regarding the above subject, please do not hesitate to contact our officeooha 'Rgdolfo V izalr;'JE. P.E.Q Q,SYP021620 O FLORA / FiS10NN\ °11eawanau10, cc: Danielo & Associates, Inc. 1835 20th Street 1250 W. Eau Gallie Blvd., Suite L 806 Delaware Avenue Vero Beach, FL 32960 Melbourne, FL 39235 Ft. Pierce, FL 34950 772.569.0035 321.253.15 10 772.468.9055 Fax: 772.778.3617 Fax: 321.253.0911 Fax: 772.778.3617 STRUCTURAL•GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: FILE COPY WIND SPEED (MPI9 V(AD.0=124 V(ULI)=160 RISK CATEGORY 11 EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =t/• 0.18 . TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOTEXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITYOFPARTIALLY COMPLETED CONSTRUCTIONAS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACING/SHORING. 1. THEDESIGNAND CONSTRUCTION OF THIS PROJECTIS GOVERNED BY THE'FLORIDA BUILDING CODE (FBC) , 51h EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THEAUTHORITYHAWNG JURISDICTION (AH.). Z THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES,FOR TECHNIQUES OF ASSEMBLY,' AND FOR PERFORMING WORK IN SAFE AND SECURE MANNER 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECTAND ARE NOT INTENDED TO SHOWALL DETAILS OF THE WORK 4. DISCREPANCIES,OMISSIONS, OR INCONSISTENCIES WITHAPPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTING ABID OR PROCEEDING WITH THE WORK 5 THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THEDRAWINGSANDACTUAL SITE CONDITIONS SHALL BEBROUGHT TO THEATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. DO NOT LOAD STRUCTURES, NEW OR EXISTING, WITH WEIGHT THAT WILL ENDANGER STRUCTURE RIS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERT IRCATION 1. 1 CERTIFY THAT THEPLANSAND SPECIFICATIONS COMPLYWRH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. Z IALSO CERRFYTHATSTRUCTURAL ELEMENTS DEPICTED ON THESEPLANSPROVIDEADEQUATE RESISTANCE TO THEVIIND LOADS SPECIFIED IN SECTION 16091N THE FBC. THESE PLAIDS AND ALL PROPOSL•O 1,1/L`M, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Iv9,Tf BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICADLE CODES. ii ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL REVIEWED BY DATE _ eT& •.Z MUST BE KEPT ON JOB OR L PLANS AND PERMIT NO INSPECTION WILL BE MADE RODOLFO,'VI • I _ 'r •• �•P-�E•N�100� Jt1N •0.-8?ml1 TREASURE COVE DUNES CONCRETE REPAIR A10EN.E. FT. PIERCE, FL BUILDING 2: BALCONY INSPECTION REPAIRS � �` % Y ENGINEERING ING YEA8� a,�Da„� CONS�TND m"amm G 1=8 "jll _ 1 v O BIEACM3FT1R329koj; PH: �2"68'�80�3�5 R.-M(MI)4 1510 ". POM R - M (7M Im-9m5 uI NO" I15-320 ' DESIGNED T:S. •' DR VM"'A.E.R. CHECKED R.V. DAIS 3 ,e s 15 SHEET 1 OF 13 Him FRENCH DOORS REAR BALCONY BLDG. 2 UNIT NUMBER: 211 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE RAIL SCREEN INTERIOR BALCONY . ar�r d-"fis .. � ..• CARPET LEGEND ® A. HOLLOW TILE ON SURFACE 71 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 15 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. ^ H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. =� J. WATERPROOFING S.F. J ® K. RUST SPOTS E.q, �rUv L. CRACKS UNDER SLAB L.F. ROD0L1 ® M. RUST SPOTS BOTTOM E.A. FOCI N. WALL CRACK L.F. JUN TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE. FL BUILDING 2: BALCONY INSPECTION REPAIRS 28H5-20THB EY 1 L ;=�� VEROBEACH,FL32900 PH. (T/2) 689 0035 ENGINEERING ING F ("2)nese�s m & ,M YDBWIBIG R - M 021) 1 1510 R. vuAtE R - M (m) � doe No.� 15-320 DE6GNs0;T.5. DMM A ER. CHECKED R.V. DATE 3 19 2015 IsHm 2 OF 13 RAIL SHUTTERS REAR BALCONY BLDG. 2UE5`00PY UNIT NUMBER: 212 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND ® A. HOLLOW TILE ON SURFACE 6 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH S.F. ^�� E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. ` ,� _ •. , H. WALL REPAIR S.F. ` ' > . '•,��, I. FLOOR PREPARATION S.F. J. WATERPROOFING S. = " ® K. RUST SPOTS E.A. :� r\f® L. CRACKS UNDER SLAB L.F. ^' RODOfFO LCAMI M. RUST SPOTS BOTTOM E.A. %. •'• Fl_' P.E;#,61000^.�''. N. WALL CRACK L.F. JUN-0 `8i-2O1,8 TREASURE BUILDING 2: STREET JOBNO.. 15-320 DESIGNED COVE DUNES BALCONY INSPECTION ,� MBV1535-20TH VER09EAC„, FL3 80 00e Px PH. ne T T.S. DaA kF R. CONCRETE REPAIR ENGINEERING INC cNEc�n R.V. 4100 N. A1A REPAIRS mm 8D NIV.\RM R ASSOCIATES YRBOIIIME, R - R (321) 2 1510 DATE 3 18 2015 FT. PIERCE, FL DON MPW ENGME9iWG G #nn R. p R - M (m) 5Q-9a55 SHEET 3 OF 13 RAIL REAR BALCONY BLDG. 2 RLE COP UNIT NUMBER: 222 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 20 L.F. ® --D.-SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F, H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S. F .:�i ' • i ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB 25 L.F. RODOLFO `ILLAM IE ' ^�Pt�. M. RUST SPOTS BOTTOM E.A. 6.1'OO N. WALL CRACK L.F. TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING Z. BALCONY INSPECTION REPAIRS ,� MBV ENGINEERING,ING mm BBB & MBB m WOMLTNB ENBINF g G 1=8 1835-20 -smREET- V RO BEACH• F132880 +' PH. c'2)56 35 YBBOMHNf: R - R1 (321) A 1510 R. REMF. R - M VW l60-2 oB No. .ry5-320 OESIGNFD 7,5, ONAWN AE.R. cHECHEo R.v. BASE 3 1B 2015 SHEET 4 OF 13 C< .'LUMN DELAMINi-i"IONS REPAIR V� �=� CONDITIONS 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN SPALL AS MUCH AS POSSIBLE. 2. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE COND1770NING OF CONCRETE GUIDELINES. J. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE 4. THE VFR71CAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WI7H r AMPLITUDE. 1 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REPAR TO REMOVE DUST, LAITANCE AND 07HER UND BOND INHIBITING MATERIALS. AVOID DAMAGING OR F SPALL CUTTING EXISTING REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 15X 7E OUT i0 ALL NEW STEEL SHALL BE AS7M A-615 GRADE 60. BE TE AND LAP SPLICES SHALL BE IN ACCORDANCE WITH AC! 318. TO PRODUCE AL FINISH. Z COAT ALL NEW AND EXISTING REPAR WITH TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COATING FOR CORROSION PROTECTION. INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICA7ONS B. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICA7ONS TO SSO CONCRETE SURFACE ACES 9. FILL THE EXCAVATION WITH REPAIR MORTAR OR READY MIX CONCRETE PLACED AS DESCRIBED IN THE ENT. MANUFACTURER SPECIFICATIONS 10. REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS OR HAVE NON -SHRINKABLE PROPERTIES. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS STEP 3 REQUIRED FOR THE SPECIFIC APPUCA77ON. PREPARED AREA 12. PROVIDE THE ARCHITECTURAL FINISH AS REQUIRED BY I REPAIR MORTAR THE OWNER. 13.FOR MATERIAL SELECTION, PHYSICAL,,PROPERj"TES,.t, EP 4 MIXING APPUCA71ON AND CURINGdNFORMA710N,REFER TO APPROPRIATE TECHNICAL > • ,' '. `','/_ CT SURFACE WITH SPECIFICATIONS FROM :`- ,\,•" �' �'� )PRIA7E COATING MANUFACTURER. TREASURE 1e35_ 20TH STREET X8 No. 15-32 COVE DUNES Y PH.0 BUILDING 2: ;=m�` 1 VEPO BEACH. FL3 80 GEGIGNEo T,S. (T )588-0°35 Mm AE.R. CONCRETE REPAIR INSPECTION c"2)ns3e,T ENGINEERING,INC R.V.at oo N. AtA DETAILS mm � �wt _ � � B - N (n+) 2 1510 DAM 3 1 e 2015 FT. PIERCE. FL COtbULM FNGM WG G1137M ". RB3i. M1 - RI ("2) 169-9 SHEET 5 OF 13 WALL REPAIR NOTES FOR GENERAL REPAIR., 1. CHIP AND REMOVE CRACKED MORTAR. 2 THOROUGHLY CLEAN MASONRY SUBSTRATE AND REMAINING STUCCO SURFACES (EXPOSED EDGES INCLUDED) WITH CONCRE7E/MASONRY CLEANER OR TRISODIUM PHOSPHATE/WATER SOLUTION. 3. REPAIR CRACKED AND/OR SPALLED MASONRY SUBSTRATE INCLUDING CONCRETE BLOCK UNITx MORTAR JOINTS, AND GROUT FILLED CELLS IN ACCORDANCE WITH REPAIR DETAILS AND SPECIFICA7IONS PROVIDED HEREIN. 4. COAT TOP AND BOTTOM SIDES OF GAP WITH BONDING AGENT. 5. PATCH REPAIR AREAS WITH NEW REPAIR MORTAR SYSTEM OR EXTERIOR STUCCO SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 6. MATCH EXISTING FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE. 7. FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE WITH THE GENERAL N07ES ji m t 1 C— 4 RQDOGFO' •IAM1, R .- n „ r , c....... TREASURE BUILDING 2: `' MIMB ia3s-zoTHsrReEr ` v ROaEACH,FL32960 Jo9NO-' i5= 20 oE51G COVE DUNES INSPECTION Y PH. [/T2)5a80035 FX(llz>na39�1 oanM AER. CONCRETE REPAIR ENGINEERING ING cHEcO R. 4100 N. A1A DETAILS um a ml elm a M�,6 R - n:o zU-,5,o ONiE a ,g 2U,5 FT. PIERCE. FL CORSML Ell" IiPiG C 13MB R.P R-RI A1x116e-9035 cucm a nr ,t f EXPOSING AND UNDERCUTTING OF REINFORCING STEEL THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL AND OVERHEAD LOCATIONS THEY ARE ALSO APPLICABLE TO REMOVAL BY HYDRO —DEMOLITION, HYDRO—MILLLINC AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL 2. ONCE IN171AL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED CORRODED BARS UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE REPAIR STRUCTURALLY. PROVIDE MINIMUM 3/ INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR Y INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. 3. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS WITH MINIMUM SIX INCHES FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE 4. IF NON —CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BARS BOND TO SURROUNDING CONCRETE IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED, 5. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS c :tt � L•LAMI 'P.E.#p610^0 Y�• TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING Z. 2 INSPECTION DETAILS 15-20TH STREET._' l,'bBNO1'-15=320 VERO BEACH, FL 32660+�• ,= �� 63 PH. (m2)W6 M ENGINEERING, ING UM _ l�NC RueW" R - W CI) 255-1515 CR'`SIR ENCMB]iR1C m Im3 R. B R - RI (m) Iee-9m6 OEEIGNFD..T.S. BR WN AER, CHELNEO R.V. DM 311812015 SHEET 7 OF 13 L EANING AND RE, AIR OF REINFORCING STEEL ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROM07E MAXIMUM BOND OF REPLACEMENT MATERIAL OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A TIGHTLY BONDED LIGHT RUST BUILD-UP ON THE SURFACE IS USUALLY NOT DETRIMENTAL TO BOND, UNLESS A PR07EC71VE COATING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURERS RECOMMENDATIONS FOR SURFACE PREPARATION SHOULD BE FOLLOWED. CLEANING BACKSIDE CORRODED BARS m STEEL - ABRASI,VE PATH 0o REPAIR OF REINFORCING STEEL DUE TO LOSS OF REINFORCING STEEL DUE TO LO�OF SEC�ONSEC�ON IF REINFORCING STEEL HAS LOST SIGNIFICANT CROSS SECTION, A STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS ARE REQUIRED TO THE REINFORCING S7EEL, ONE OF THE FOLLOWING REPAIR METHODS SHOULD BE USED. • COMPLETE BAR REPLACEMENT, OR t ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SEC71ON. NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY % IN. (19 MM) FROM EXISTING BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318; ALSO REFER TO CRSI AND AASHTO MANUAL. TREASURE BUILDING2: = �� 635-20THSTREEf1(P V 1ROBEACH. PL328O f JOBNO.115-320 'SKJIEDq.S. COVE DUNES CONCRETE REPAIR INSPECTION ENGINEERING, INC PH. (772) 666 0036 FX(772)T/ 617 DM M AE.R. CHECNEO R.V. 410E N. DETAILS um eDxus ML w a A1Ba m UMBMa. R — M (MI) 1 151D DAIS 3 i6 2015 FT. PIERCEE,. FL NNSDLm BIEM G G #A R. PB3fE R - M M 1®-1¢V SHE 8 OF 13 .jLAB WATER PROariNG TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT FY9731:7:`jIXI�Iil�al�il:>•Ia9�Ih`RZiYl7:7I.17 LONG GUARD RAILS, SET BOTTOM RAIL 114" MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE: 1. ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 49 MOISTURE CONTENT. IF REQUIRED BY THE ENGINEER, A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET, MAT SHALL BE A 6 MIL CLEAR POLYURETHANE SHEET; SEALED ALL AROUND WITH ADHESIVE TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S SPECIFICATIONS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLICATION TO VERTICAL EDGE OF SLAB. 3. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS 3116" OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE. TOP COAT TO BE COMPATIBLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURER'S INSTRUCTIONS. RECOPY TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH j C THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. RODO�FO; vl LAMI FL F.E.# 1000 TREASURE 1835-20THSTREET r. aoB NO= '15-320 BUILDING 2: VERO BEACH, FL 32980 DESIGNEE T.S. COVE DUNES INSPECTION '= B FX(772)na3881i CHEC A.E.R. CONCRETE REPAIR ENGINEERING INC cNECKEo R.V. 4100 N. A1A DETAILS NM 80W�'^""�" a �mINC MUBM c R - N O J) 2 151E DAIS 3 1e 2015 FT. PIERCE, FL WNSML ENOGIEFRWG G 137" R. R R - M (M) KS-9 SNEU 9 OF 13 SL,8 FULL DEPTH Ft�PAIR OUS77NG CONDITIONS SEVERE SPALL ` STEP 1 —' • ` SAWCUT AROUND PERIMETER OF SPALL 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 2. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE J. CHIP OUT THE FULL DEPTH. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. 4. 5. CHIP CONCRETE OUT TO SOUND CONCRETE AND CLEAN STEEL TO PRODUCE 6 A WHITE METAL FINISH. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH 4" AMPLITUDE SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS. AVOID DAMAGING OR CUT71NG EXISTING REINFORCEMENT. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 15.E ALL NEW STEEL SHALL BE ASTM A-615 GRADE 60. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. STEP 2 Z COAT ALL NEW AND EXISTING REBAR WITH TWO 10 COAT EXPOSED SURFACES MILS OF EPDXY, POLYMER CEMENT SLURRY OR A WITH APPROVED BONDING ZINC —RICH COATING FOR CORROSION PROTECTION. AND ANTI —CORROSION INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS AGENT. 8. THE BONDING AGENT, IF REQUIRED, SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. STEP 3 9. REPAIR REPAIR MORTAR OR READY MIX CONCRETE FILL PREPARED AREA WITH SHALL BE PLACED AS DESCRIBED IN THE REPAIR MORTAR. MANUFACTURER SPECIFICATIONS 10. REPAIR MIX SHALL HAVE A COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS. PROTECT SURFACE WITH APPROPRIATE COATING. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPLICATION. 12. UPON COMPLETION OF FINISHING OPERATIONS, ALLOW MATERIAL TO CURE IN ACCORDANCE WITH,,.• MANUFACTURERS'S RECOMMENDATIONS,. ))',%' •' 13. PROVIDE THE ARCHITECTURAL FINISH AS REQUIRED BY THE OWNER. /J i FILE PY R0D0MP; ,FL, TREASURE 1535-20TH STREET J06 No. BUILDING ;= �� VE�(772)6 PL3288E DESIGNED COVE DUNES PH.(/ CH. FL3 DRZM ESIG CONCRETE REPAIR INSPECTION (7'2)"�817 CHECKED DETAILS ENGINEERING INC 410E N. MMoms xu/JO7AR a Assaults R. - (np zs]-IsIM DAIS FT. PIERCE,E. ou FL cOxSUUmc EtxixFII✓Q+D � n. Ex �]�� R. FmR'E n - EH (>TU � SHEET �7 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT e a° a° a d e °° a e ° a eO ° d ° °° d 0° ° a 1. THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL, AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BYHYDRO—DEMOLITION, HYDROMILLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 2. REMOVE DELAMINATED CONCRETE, UNDERCUT REINFORCING STEEL, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL 3. CHIP OUT THE CONCRETE TO EXPOSE THE ENTIRE CIRCUMFERENCE OF THE REPAR. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF UNCORRODED STEEL IS OBSERVED. 4. AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE WITH EITHER OF THE FOLLOWING METHODS. 4.1. SAWCUT 112 " (13 MM) OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING STEEL.. 4.2. USE POWER EQUIPMENT SUCH AS HYDRODEMOLRTON OR IMPACT BREAKERS. AVOID FEATHER EDGES. 4.3. REPAIR CONFIGURA71ONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARED CORNERS. 5. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) BY ABRASIVE BLASTING OR HIGH PRESSURE WATERBLASTING WITH OR WITHOUT ABRASIVE 6. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMIN477ONS ARE NOT PRESENT. Z IF HYDRODEMOU71ON IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVED.FROMI PREPARED SURFACES BEFORE SLURRY�HAROENS:•,,,,�,�J`� !•. UCOP }I i i„ .:,• RODOLFO V TREASURE COVE DUNES CONCRETE REPAIR 4700 N. A1A FT. PIERCE. FL BUILDING 2: INSPECTION DETAILS ,0a0-sons seer veRo eEncFl. Fl,zaeo ,� BV PH:m2)561-00i ENGINEERING, INC JIM EINlIiS NWWPM @ ASSGL m UnOMM9. R - M (331) L 1510 CONSULT OVCMFII a CA IN" R, E R - M (f7?) � roO No. 15-320 DESIGNED T.S. DRikM AER. CHECKED R.V. DATE 3 10 2015 SHEET 11 OF 13 LEGEND-- 0 TELESCOPING SHORIN X 2X4 BRACING ® 4X4 P.T. FORMWORK. SHORING & RESHORING 1. FORMS AND SHORES FOR HORIZONTAL CONCRETE MEMBERS WERE DESIGNED FOR NOT LESS THAN DEAD LOAD PLUS 50 PSF CONSTRUCTION LOAD AND FOR THE CUMULATIVE LOADS OF SUPPORTED FLOOR. 2. FORMWORK SHALL BE FABRICATED, ERECTED, SUPPORTED, BRACED AND MAINTAINED SO THAT IT WILL BE CAPABLE OF SUPPORTING WITHOUT FAILURE ALL VERTICAL AND LATERAL LOADS THAT MAY REASONABLY BE ANTICIPATED TO BE APPLIED TO THE FORMWORK. 3. THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED TO FLOORS SUPPORTING SHORES OR RESHORES SHALL NOT EXCEED 75% OF THE LIVE LOAD SPECIFIED FOR SLABS AND JOISTS AND 605v OF THE LIVE LOAD SPECIFIED FOR BEAMS. 4. NO CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNTIL THE CONCRETE IS A MINIMUM OF 14 DAYS OLD AND THE 7 DAY STRENGTH IS 70% OF THE SPECIFIED 28 DAY STRENGTH. 5. REMOVAL OF FORMWORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE FORMS IN SUCH A MANNER TO INSURE JOB SAFETY AND TO PREVENT DAMAGE TO AND CREEP DEFLECTION OF THE STRUCTURE. THE FOLLOWING ARE MINIMUM GUIDELINES FOR THE REMOVAL OF HORIZONTAL FORMWORK: a. FOR BALCONIES, FORMS MAY BE REMOVED 72 HOURS AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE STRENGTH IS 707 OF THE SPECIFIED 28 DAY STRENGTH BUT NOT LESS THAN 2500 PSI. RESHORE EACH BAY AS SOON AS FORMS ARE REMOVED. 6. DO NOT REMOVE SHORING UNTIL CONCRETE HAS REACHED AT LEAST 70% OF THE SPECIFIED 28 DAY STRENGTH, BUT NOT LESS THAN 3000 PSI. AS A MINIMUM, SHORING AND RESHORING SHALL REMAIN IN PLACE AS FOLLOWS: (TIME MEASURED FROM COMPLETION OF CONCRETE POUR).TIME SHOWN AS SHORING/RE—SHORING. 0. SLABS, 72 HOURS/14 DAYS 6. BEAMS: 7 DAYS / 14 DAYS Z DO NOT MAKE UNAUTHORIZED CHANGES OR SUBSTITUTION OF EQUIPMENT. 8. PROVIDE GUARDRAIL SYSTEMS ON ALL OPEN SIDES AND OPENINGS IN FORMWORK AND SLABS. 9. PROVIDE AND MAINTAIN ADEQUATE SUPPORT TO PROPERLY DISTRIBUTE SHORING LOADS. 10. ALL BASE PLATES, SHORE HEADS, EXTENSION DEVICES, AND ADJUSTMENT SCREWS SHALL BE IN FIRM CONTACT, AND SECURED WHEN NECESSARY, WITH THE FOUNDATION AND THE FORM. 11. THE SHORING AND RESHORING IS TO BE INSPECTED DAILY BY THE CONTRACTING OFFICER. 12. ADJUSTMENT OF SHORING OR POST SHORES TO RAISE FORMWORK SHALL NOT BE MADE ONCE CONCRETE POUR BEGINS. 13. MAINTAIN AT ALL TIMES THREE FLOORS SHORED UNDER ELEVATED SLABS ABOVE FOURTH FLOOR. "I Lz COPY RODOL.L Z FJUN p JOBNO, 15= 0 TREASURE BUILDING 2: =�� VE XO BEACH FTL328 0 DESIGNED T.S. COVE DUNES PH.(]T2)668 035 DBANN AFR. CONCRETE REPAIR INSPECTION ENGINEERING INC (T/2)7'78 017 GHEGNEo R.v, 4100 N. AtA DETAILS MCA BOWIES NlUDI2A5 k A OCAM YDBOUIM R. - PN (J21) 2 1510 DAIS 3 18 2015 FT. PIERCE, FL COMMMG ENGNN NO CA IV28 ". NBCE. 11 - M (M) ISB-0 SHEEP 12 OF 13 DECK OVERLAY SCALING / SLAB PITCH CORRECTION W&JI17,Y e imp ilrop,M • � �:�u�Yalnrc� STEP 1 MECHANICALLY ABRADE THE CONCRETE SURFACE TO SOUND CONCRETE AND TO ACHIEVE A UNIFORM DEPTH. STEP 2 COAT EXPOSED SURFACE COATED WITH BONDING AND ANTICORROSION AGENT. STEP 3 — FILL EXCAVATED AREA WITH REPAIR MORTAR. STEP 4 PROTECT SURFACE WITH APPROPRIATE COATING. ..L 1. SPALL/SCALING UP TO 1/4- (7mm) IN DEPTH WITH MINOR AGGREGATE LOOSE, BUT NO EXPOSURE TO REBARS. 2. AN EXPOSED AGGREGATE PROFILE OF +/— 1/8'(3mm) IS REQUIRED IN ORDER TO OBTAIN A GOOD MECHANICAL BOND TO THE SUBSTRATE. PRESSURE WASH AFTER EXCAVATION TO REMOVE DUST, LAITANCE AND OTHER BOND INHIBITING MATERIALS, SSD SUBSTRATE 3. APPLY A 20 MIL. COATING OF BONDING AND ANTI —CORROSION AGENT ONTO THE SSD SURFACE TO INSURE PROPER BOND OF REPAIR MATERIAL. 4. FILL AND SCREED EXCAVATED AREA WITH THE APPROPRIATE REPAIR MORTAR, CONSOLIDATE, FINISH AND CURE AS REQUIRED. Mil i FL P.E:# 1000/ JUN A"t.12016. • = Y� `. TREASURE BUILDING 2: 18335-20TH STREET • RO BEACH, yE�("2)5 FL35 J09'N0:- 15-320 COVE DUNES INSPECTION ;=MBV (m) ne-3517 oFANM E. A.E.R. CONCRETE REPAIR ENGINEERING,INC CNECMD R.V. 4100 N. A1A DETAILS mm eDx1a:G YIu Wl a Ass m URWUML R - vN (Ul) 2 1510 DATE 3 15 2015 FT. PIERCE. .FL DDMMMI u+GIN G a IN25 R, per, n - 1x (n2) 1ea-n &Q=ET 13 OF 13