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HomeMy WebLinkAboutSPECIAL INSPECTION PLANSpecial Inspection Plan SCANNED BY for St. Lucie County Balcony Repairs — Treasure Cove Dunes at 4100 North Al -A, Building 1 Fort Pierce, FL 34949 Prepared By; i=M BV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CIVIL • STRUCTURAL • SURVEYING • ENVIRONMENTAL 1835 20th Street •Vero Beach, FL 32960 772.569.0035 • Fax: 772.778.3617 www.mbveng.com CA U3728 Engineers Project Number: 15-320 FL PE# 61000 FILE COPY 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. f. The Special inspector will verify proper placement of all concrete and reinforcement installation. P Ny III. REQUIREMENTS OF THE OWNER 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. IV. 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: 1. 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: LE COPY 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 L -- `0 125 a COPY 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. E. 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. STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: F �( WIND SPEED (MPH) V(ADJ)=124 V(ULT)=160 �� p{ RISKCATEGORY II U C' �EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.IS TOPOGRAPHIC FACTOR KZT =1.0 2. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED /N DESIGN CRITERIA & LOADS BELOW OR THE CAPACITYOF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACING/SHORING. GENERAL REQUIREMENTS 1. THE DESIGNAND CONSTRUCTION OF THIS PROJECTIS GOVERNED BY THE 'FLORIDA BUILDING CODE(FBC); 5th EDITION, HEREAFTER REFERRED TO AS THEFBC, AS ADOPTEDAND MODIFIED BY THEAUTHORITYHAVING JURISDICTION (AHJ). 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETA/LSANDACCURACYOF THE WORK WITHENGINEER AND OTHER TRADES,' FOR CONFIRMING AND CORRELATING ALL QUANTITIESAND DIMENSIONS, FOR SELECTING FABRICATIONPROCESSES, FOR TECHNIQUES OFASSEMBLY,; AND FOR PERFORMING WORKINA SAFE AND SECURE MANNER. 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOWTHE GENERAL CHARACTERAND EXTENTOF THEPROJECT ANDARE NOT INTENDED TO SHO WALL DETAILS OF THE WORK. 4. DISCREPANCIES,OMISSIONS, OR INCONSISTENCIES IMTHAPPLICABLE CODE REQUIREMENTS SHALL BEBROUGHT TO THEATTENTION OF THE ENGINEER INWRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGSAND ACTUAL SITE CONDITIONS SHALL BE BROUGHT 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, NEWOR 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 /T PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2 IALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC. POST -TENSION NOTES 1. ALL PROCEDURES SHALL BE IN CONFORMANCE WITH A.C.I. 318(LATEST EDITION) AND POST -TENSIONING INSTITUTE. 2. CABLE SHALL BE LOWRELAXATION UNBOUNDED 7 WIRE STRAND (1,2' DIA.) CONFORMING TO A.S.T.M. A416, GRADE 270. CERTIFIED MILL TESTFOR STRAND SHALL BE SENT TO ENGINEER 3. MINIMUM CONCRETE STRENGTH AT TIME OF STRESSING SHALL BE 3,000P.S.1. 4. ALL INSERTS FOR SUSPENDED MECHANICAL ANDARCHITECTURAL WORK SHALL BE CAST IN PLACE WHENEVER FEASIBLE WHENADDITIONAL FASTENERS ARE REQUIRED, ONLY THOSE THAT AREANCHORED 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 INACCORDANCE WITH ACI 3/8-(LATEST EDITION) SECTION 18.14.3. SLAB TENDONS SHALL BE PROTECTED LIKEWISE MERE NEWSLAB EDGESARE TO BE CAST. 7. PRE STRESSING WIRE OR STRAND SHALL BE CLEAN AND FREE FROM CORROSION. B. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE FURNISHED TO ADEQUATELY HOLD THE TENDONS /N PLACE DURING THE CONCRETE PLACEMENT. 9. SHOP DRAWINGS SHOWING ALL DETAILS OF END ANCHORAGES, CONNECTION BLOCK OUTS OR HOLES, INSERTS, ,11IIII" AND OTHER PRE STRESSING DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE 10. TENSILE STRESS IN POST -TENSION TENDONS SHALL NOT EXCEED 0.70 F.P.U. IMMEDIATELYAFTER TENDON'\\\ a ANCHORAGE. INITIAL STRESS SHALL BE 0.80FP.U. PRIOR TO ANCHORING CABLE.I C` 11. RECORDS SHALL BE KEPT OFALL JACKING FORCESAND ELONGATIONS. PRIOR TO CUTTING OFANYP.ZCT4 CIN TAILS, THE THRESHOLD INSPECTING ENGINEER AND THE PIT DELEGATED ENGINEER SHALL ISSUEA LEUM ; STATING THAT THE STRESSING WAS COMPLETED INACCORDANCE WITH THE PROJECTDOCUMENTS.= U) ; d) 12. P/TSUPPLIER TO PROVIDE RECENTCALIBRAT/ON RECORDS OFALL STRESSING EQUIPMENT. 13. POWER DRIVEN FASTENERS WILL BE PERMITTED WHERE IT CAN BE SHOWN THAT 774E INSERTS WILL OAI,LO ; THE CONCRETEAND WHERE FASTENERSARE LOCATED SO AS TO AVOID TENDONS. CONTRACTOR MU$LLOA?,j ODOLFO; TENDONS ON THE SURFACE OF THE SLAB. NOTIFY ENGINEER IF OTHERWISE. FL 13:E'�E 14. WELDING IN THE VICINITY OF STRANDS IS FORBIDDEN TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING1: BALCONY REPAIRS VERO BEACH, FL32980 a PH.(772)560-9939 IMBV FX. (772) 7]8-381T ENGINEERING, INC. W" ew.vs VIl Au a w4 TEs 1u1EseRE M -1x (nq xa-1s10 WXSU.TMG O1GNEEMG a /3T28 R. RRQ. R _ 2x (»zt ssa-9ass doe 15-320 oesiGN O T,S, oR-M AER. `"`°�° R.V. mm 3 18/2015 SHEET 1 OF 21 RAIL SHUTTERS p y All yi Iiii RAIL SCREEN © SHUTTERS REAR BALCONY SIDE BALCONY BLDG. 1 UNIT NUMBER) 1fl 07/14/2015 INSPECTED ON: X BALCONY FINISH: TILE CARPET LEGEND. ® A. HOLLOW TILE ON SURFACE 59 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 24 L.F. ® D. SLAB SPALL UNDERNEATH S.F. ON SLAB -GRAVITY FEED F. STUCCO S.F. \`\\RGD_0�_//// O G. COLUMN REPAIR C.F. ��a H. WALL REPAIRS F ��© I. POST TENSION REPAIR E.A.J. WATERPROOFING S.F. - N:R FOLF K. RUST SPOTS E.A. A-L. CRACKS UNDER SLAB L.F. .j'M. RUST SPOTS BOTTOM E.A. ii9� N. WALL CRACK 1 L.F. TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING I: BALCONY REPAIRS 1835 -V R09FJ CHSFL 32960 n PH.v]2)sseooas ®BI FX. (M') ]]9-381] ENGINEERING, INC uou 13?/!16 huwRia : � 1LLlDDVI&L m - m (MI) 2 1510 ��� EarrerEQlwO G inn R. vF1AL R. - M M4 � JOB NO. 15-320 OESIGVEO TS onw AE.R. KE. CHECKED onre 3 to 20t 5 ENEET 2 OF 21 '1 n I SLIDERS D n REAR BALCONY BLDG. 1 COPY UNIT NUMBER: 112 FILE INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. ����►IIIII///� RODO(F' G. COLUMN REPAIR C.F. \���� H. WALL REPAIR S.F. UP_ I. POST TENSION REPAIR E.A. \�_W • 2 J. WATERPROOFING S.F. =NO ® K. RUST SPOTS E.A. T nrUv L. CRACKS UNDER SLAB L.F. 5� 0 `O DOLFO ® M. RUST SPOTS BOTTOM E.A. %2 `. L. P•E• N. WALL CRACK L.F. INFF�I TREASURE COVE DUNES CONCRETE REPAIR 410E N.E, FT. PIERCE, FL BUILDING 1: BALCONY REPAIRS 1835-20TH 8-Md /11 VERO REACH, FL 32060 PH.(772) 560-0035 ®mBv Px. (n� na-3en ENGINEERING INC CO LRW NGIN � n A 0372a ff. P MF. R - RI M) ]5]-151D COHSUL8N0 ENSINE6LN0 a /nay {1, pilp� R - M (112) �9055 DESI NED .S. pRANN AE.R. DRECKEp R.v. ogre 3/te/2ot5 sxEET } OF 21 RAIL SHUTTERS 11111111111111111111111111111111 M ALL PREVIOUS STUCCO PATCHES ON CEILING NEED TO BE REDONE RAIL SCREEN REAR BALCONY SIDE BALCONY BLDG. 1 U= 0 F UNIT NUMBER: 113 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND. ® A. HOLLOW TILE ON SURFACE 2 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. �\ 1111111// F. STUCCO 130 S.F. �\� RODOLp G. COLUMN REPAIR 5 C.F. jj H. WALL REPAIR S.F. �� D •' Ct © 1. POST TENSION REPAIR E.A. ZZ 0% 0 J. WATERPROOFING S.F. _ � _m; o ® K. RUST SPOTS E.A. s = N 1 T �rUvtL. CRACKS UNDER SLAB L.F. ilit;lp F80DOL ® M. RUST SPOTS BOTTOM E,A. %pt; .�i FL. F N. WALL CRACK L.F. TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 1: BALCONY REPAIRS VERO BEACH. FL 32660 E3V1835-20TH ktVtEitt 11 is PH.(772)56a0035 ®� Px. pTz) na3612 ENGINEERING0NC MR � � & gS50 %m Yi� m - BI (321) 2 1E10 ON CMG ENGWE NG a 13728 M pypDE 1L- M (n2) I -S `•' '-" DESIGNED T.S. PRAWN AE.R. cnwNEo R.V. mA 3/18/2015 SHEET 4 OF 21 RAIL REAR BALCONY BLDG. 1 UNIT NUMBER: 121 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND: RAIL SHUTTERS CARPET ® A. HOLLOW TILE ON SURFACE 153 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR 7 S.F. ® C. SLAB SPALL EDGE REPAIR 32 L.F. ® D. SLAB SPALL UNDERNEATH 28 S.F. F CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB 18 L.F. M. RUST SPOTS BOTTOM 1 E.A. N. WALL CRACK L.F. SIDE BALCONY *\RODOtp/ /// -s\a •. - N sT * o LFO YK IbBNO. TREASURE 1835-20THSTREET" 15-320 OESIGNEO .5. COVE DUNES BUILDING 1. VERO BEA) 56F032080 PH. (772) 580-0035 ORNYM AE.R. CONCRETE REPAIR BALCONY REPAIRS ENGGINEERI�INC. Fx.pn)nBae1T cNECREo R.v. cnTE 3/18/2015 4100 N. A1A NOu BOMB vlua x A XKTES R[laviw+E M - PN (NI) 2B 1510 SHEET 5 OF 21 FT. PIERCE, FL WI TNG ENGINEERING G /372B R. Pp R - PR (772) f68-8G55 n © RAIL (pp) C REAR BALCONY BLDG. 1 UNIT NUMBER: 122 INSPECTED ON: 07/14/201S BALCONY FINISH: x TILE _ LEGEND: 01 0 m CARPET ® A. HOLLOW TILE ON SURFACE 4 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 10 L.F. ® D. SLAB SPALL UNDERNEATH S.F. ^�^ F CRACKS ON SLAB —GRAVITY FEED 5 L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS 2 E.A. nr®L. CRACKS UNDER SLAB 11 L.F. M. RUST SPOTS BOTTOM F .q. N. WALL CRACK L.F. 1,0 1 u) i P T �N •`O 9TF ADOL C FL. P, ��i,, Ns)naE1G TREASURE COVE DUNES CONCRETE REPAIR N. A1A FT. PIERCE, FL BUILDING.mu BALCONY REPAIRS 1835-20TH STREET VEROBEACH,FL32"0PH. (]]2) Ss&0035 ®N�GINEERING,1NC. F%.(]]2)1]8-381] Maw EGV.1s YiI MN a assocurts RDmunru. sl - vx (up asrtfitD CDI LING ENGINE W CA 1alas R, ryOyGE, R _ O O-AE.R. DNE-iDR.v.4100 d2l DATE ,R NL. RAIL SCREEN OP SHUTTERS n REAR BALCONY BLDG. 1 UNIT NUMBER: 123 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 9 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 30 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB -GRAVITY FEED L.F. F. STUCCO 3 S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. © I. POST TENSION REPAIR E.A. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. L. CRACKS UNDER SLAB 12 L.F. M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. RAIL SIDE BALCONY J/j I.AYAI -1 V TREASURE COVE DUNES CONCRETE REPAIR 4100 N. Al A FT. PIERCE. FL BUILDING 1: BALCONY REPAIRS - VERO BEACH. FL 32B80 M64 MBVIER0 BEAR. FL 320 PH.(n2)5ca00as 7+! Fx. (772) T1a381] ENGINEERINGONC- MOR Emus VIOAB a 0.5sOC = YDSU R - m (321) M-1510 COUML1ND ENDINEE%w G IN28 FT. RDIOE F. - RI (772) 2 -s DESM DESIGNED T.S. D— AER. CHECKED R.v. DATE 3/18/2015 SHE 7 OF 21 m m RAIL u PREVIOUS P O UNDER REPAIRS mm I I C Z) m m z I c C= I I z C m mp Dp � m A C� SLIDERS REAR BALCONY F I L,—"o A91Q, Py BLDG. 1 UNIT NUMBER: 132 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 10 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 12 L.F. ® D. SLAB SPALL UNDERNEATH 8 S.F. ON SLAB —GRAVITY FEED 5 F. STUCCO S.F. G. COLUMN REPAIR C.F. \R0DOL�O H. WALLREPAIR S.F. Z 0I. POST TENSION REPAIR E.A.=mJ. WATERPROOFING S.F. - (n® K. RUST SPOTS E.A. 0L. Iq CRACKS UNDER SLAB 30 L.F. 2 .6DOLF ,d Id} R M. RUST SPOTS BOTTOM E,A, ��i9!FL. e.E. 1po N. WALL CRACK L.F.i lA TREASURE BUILDING 1: © a® a 1835-20TH STREET VERO BEACH. FL 32D80 PH.(TT2) 5840035]T381) JOB NO 15-320 DESIGNED T.S. o-- A.E.R. COVE DUNES CONCRETE REPAIR BALCONY REPAIRS EI® ENGINEERING INC FX. (!]2) B- OHEO@O RN. are 3/1e/2o15 4100 N. A1A FT. PIERCE_ FL WD BDx4Ls MN m x ASsocwTEs CDNSUUWG FNLINEfltWC G 13728 u¢muxNE, a - FN (321) 2 151a R. FlDiCF. R - M (772) I -MS yVEET 8 01 21 1 C LJ n RAIL n 7 SLIDERS REAR BALCONY BLDG. ' UNIT NUMBER: 133 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND: CARPET RAIL SIDE BALCONY ® A. HOLLOW TILE ON SURFACE 34 S.F. - ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 25 L.F. ® D. SLAB SPALL UNDERNEATH 12 S.F. ^-� E CRACKS ON SLAB -GRAVITY FEED 10 L.F.F STUCCO \����1111111//// S.F. RODO�F, G. COLUMN REPAIR C.F. ���\\\a i H. WALL REPAIR S.F. O % 4'o © I. POST TENSION REPAIR E.Az �; e" J. WATERPROOFING S.F= r": o �c o ® K. RUST SPOTS E.A;:: W9T o n.rUv� CRACKS UNDER SLAB 10 L.F. � O ••�.p ,�,RODOL'. ® M. RUST SPOTS BOTTOM E.A.%?y'��q ��i���/FN FL.,• N. WALL CRACK L.F. i (l a TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 1: BALCONY REPAIRS ='B R95-20)5STREET VERoBEACH,FL32980 ®® FX.(]]28&0035 ENGINEERING, INC. FX. [/]2)]]R-381] MDR Eamts M mia n 2.a MN umGum+E a - M (321) 2 1510 CDI,MN G ENGNSEWIG CA13728 R, Pp R. - RI (n2) I69-9055 Gssi�EGT,g, NR AER. CHECMD R.V. DATE 3/18/2015 SHEET 9 OF 21 COLUMN DELAMINATIONS REPAIR REPAIR PRURE: I r EXISTING CONDITIONS SEVERE SPALL EP 1 AROUND R OF SPALL 'CRETE OUT TO ONCRETE AND EEL TO PRODUCE METAL FINISH. 'URFACES JD AGENT. STEP 3 FILL PREPARED AREA WITH REPAIR MORTAR STEP 4 '07ECT SURFACE WITH 'PROPRIATE COATING 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN AS MUCH AS POSSIBLE. 2. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 3. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE. 4. THE VER77CAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH #" AMPLITUDE. 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIB17ING MATERIALS AVOID DAMAGING OR CUTI7NG EXIS77NG REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN,157. ALL NEW STEEL SHALL BE ASTM A-615 GRADE 6D. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. Z. COAT ALL NEW AND EXISTING REBAR WITH TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COA71NG FOR CORROSION PROTECTION. INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS. B. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN 774E MANUFACTURER SPECIFICATIONS TO SSD CONCRETE SURFACE. 9. FILL THE EXCAVATION H17H REPAIR MORTAR OR READY MIX CONCRETE PLACED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS 10,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 REQUIRED FOR THE SPECIFIC APPLICATION. 12.PROVIDE THE ARCHITECTURAL FINISH AS REQUIRED BY THE OWNER. ����``���� 13.FOR MATERIAL SELECRO �� 1 �rlvrty+tllES, MIXING, APPLICATION I REFER TO APPROPRIATE IC - / SPECIFICATIONS FR�•V ; •' F /� i MANUFACTURER. z p , o -'i " s rn —m; s o = U) T RODO O . O / •9 . F.L•.' P. 1000 TREASURE _ yyyy���� ` 1835-20TH STREET '��"� " z REPAIR n a VERO(772)5,FL32860 PH. 56&Op35 pE01GNE0T.S. COVE DUNES pJ�l� (]]2) pRi p.E.R. CONCRETE REPAIR DETAILS . ENGINEERING,, INC. FX. (M)]]8-361] pREOKEp R.V. 4100 N. AIA Mpw pavnFs Mw Wt s / SmR cs uuepurwE R - M (]n) 2 1510 MTE 3/18/2015 FT. PIERCE, FL CONSML 0GIN[uwp L 13728 R, p0R0E, R - M (M) 4W-s seEET 10 OF 21 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 EXISTING FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE. 7. FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE WITH THE GENERAL NOTES. *\\�tOD Ot fo o _CA S TREASURE 1835-20TH STREET VERO BEACH. FL 32960 JOBNO. 15-320 DESIGNED T.S. COVE DUNES REPAIR PH. (]]2) 5680036 pRANM AE.R. CONCRETE REPAIR DETAILS ENGINEERING, ING M (]]2) ]]0-361] 96EDNED R.V. 4100 N. A1A 1WN 8P NIIA.N k ASSWNTES I Wfl R - M (321) 251-1510 DATE 318/2015 FT. PIERCE. FL WNS MG MOOR IM G 03728 R P¢BCF. R - N (T12) IEB_pRy y1EtT 11 OF 21 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-MILLLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL. Z ONCE IN171AL REMOVALS ARE MADE, PROCEED LW774 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 Y4INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. 3. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCA7IONS 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 07HER SECURED BARS OR BY OTHER APPROVED METHODS. DO/F Li tea" '1'0 _ O; —m s OT , F GR DOLF 2 -. OFL. F TREASURE kl'" REPAIR ®�® �q Q� FL 3288E EROBEAH, FL32 VERO PH. oE6iG EO T.S. COVE DUNES ® (772)5 (772) DMNM A.E.R. CONCRETE REPAIR DETAILS ENGINEERING ING Fx. ovz> naaen 7743515 DxsD �D R.v. 410E N.E, Mau A I #3728 Mosou6lt� n - Fx (n) sr wre 3/te/2Dt5 FT. PIERCE, FL WN6ULlING FNGirvEWNG a /rise MG I GINEIN 5 a p�[q¢, rt - px (ilf) �66-6D55 sxsEi 12 OF 21 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 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 APPUEL TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION SHOULD BE FOLLOWED. M�l STEEL �`- ABRASIX PATH 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 FOLLOW NG REPAIR METHODS SHOULD BE USED. • COMPLETE BAR REPLACEMENT, OR • ADDITION OF SUPPLEMENTAL BAR OVER AF rT n cFrnnu T ll 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 OF TREASURE REPAIR a 1835-20TPi S4kkLkI I 1 VERO FL 32960 15-321 DEGIGNED T,S, COVE DUNES ®® (772) 5 PH. (772) B pRE R. CONCRETE REPAIR DETAILS ENGINEERING,ING 1p 36a6 Fx.vT2)ne-ae1� 2REcn[D R.V. 4'100 N. AIA mom emn26 MO am s Aa3DDNm NO2oumu, R - M (MI) 2S 1s10 DAM 3/1e/2015 FT. PIERCE, FL CDNSVtIMG 2RGINEF2tlNG G f372e R. p¢pCE, F. - M (722) 189-GOEG WEET 13 OF 21 SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WETTOP COAT BASE COAT SUBSTRATE: CONCRETE OR LEVELING OVERLAY LONG GUARD RAILS, SET BOTTOM RAIL 114" MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE: ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 47. 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. J. 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 WEF 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. IRUIUCOPY j� \\\RO D_ O(F ���i TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S - u m, KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH = N ; �O THE APPLICABLE MINIMUM BUILDING CODES AND THE U) APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE O D(4F0 VI L� LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. �i/ ` @jj. P..'E.# ;YO$0 TREASURE MFA 1835-2OTH STREET 5-320 COVE DUNES REPAIR VERO EwmBv PH.(]]2)588-00EIEA6F00 5 CESIGNEO T.S. 35 ORANM CONCRETE REPAIR DETAILS ENGINEERING, INC cHEGNEo R.v. 4100 N. A1A WA Bm vll fu s n MSXR u¢muxNc. m - m(azp m 510 GATE 3/18/2015 FT. PIERCE. FL CONSBLTNG MGINRRMG G f3m R, pppCF• R - ml (m) Nd_p SHEET 14 OF 21 11 - w, I, xv, Psil iya SLAB FULL DEPTH REPAIR REPAIR PROCEDURE: 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. 0(IS11NG CONDITIONS 3. CHIP OUT 774E FULL DEPTH. REMOVAL SHALL SEVERE SPALL CON71NUE ALONG THE LENGTH OF THE REINFORCING STEEL UN77L AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. •• `• STEP 1 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH #" AMPLITUDE. SAWCUT AROUND PERIMETER OF SPALL 5. SANDBLAST OR HYDROBLAST 774E EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INHIB17ING MATERIALS. AVOID DAMAGING OR CUTTING EXISTING CHIP CONCRETE OUT 70 REINFORCEMENT. SOUND CONCRETE AND CLEAN STEEL TO PRODUCE 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO A WHITE METAL FINISH. THOSE THAT HAVE DETERIORATED BY MORE THAN 15X 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 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A COAT EXPOSED SURFACES ZINC -RICH COATING FOR CORROSION PROTECTION. APPROVED BONDING WITH A INSTALLA77ON SHALL BE DONE FOLLOWING THE AND APPRCORROSION MANUFACTURER SPECIFICATIONS. AGENT. 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 WITH SHALL BE PLACED AS DESCRIBED IN THE REPAIR MORTAR. MANUFACTURER SPECIFICATONS. 10. REPAIR MIX SHALL HAVE COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS. PROTECT SURFACE W17H '%fs,%ssrs'.fsssf,' 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 RECOmAQ5NivAWd 6$1111VVi' 13. PROVIDE THE ARCHI R*L FINISH AS REQUIRED.$ a THE OWNER. ` O-a ,' —m', � A O '<c TREASURE COVE DUNES CONCRETE REPAIR 410E N. A'IA FT. PIERCE, FL REPAIR DETAILS C,r VERO(772)5 FL32B80 ®�q f ERO B 0TH SY{2t( 4I PH. (]]2) 588-0035 F%. (]]2) ]]8-381] EN GIN EERING, ING HLva s #2B B]IdN 4C R - PH (321) 3:3-IS� W D aorars 03Han-BBc FHcixEErsN Ac cw /373128 R, pLpcE n - pa (772) use-wss OESIGNFDT.S. ORANM AE.R. crECKEo R.v. OATE 3/1a/zols cMF>=i 15 OF 21 EDGE AND SURFACE CONDITIONING OF CONCRETE III of, mil BENZ BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT n< a < mAa EDGE AND SURFACE CONDITIONING OF CONCRETE 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 REBAR. 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 FORE ,n{W{�QWI BE BEFO PREPARED SURFACES \f��S *( / F 10;"" ,< 0 0w',O,p �%DOLFO iN FL. P EE..& TREASURE ® 1835-20THSTREET VERO(772)5, FL32680 ------. '- - OEGIGNFD T.S. T.S. COVEDUNES REPAIR �� PH. (1T2) 58&0035 OEST N kFR CONCRETE REPAIR DETAILS ENGINEERING, INC. F%. (772) 778 361] Gx6CNEG R.V. 4100 N. A1A NON 8p VITA k A SMAN MELB E, R - PH (J21) R53-1510 DA1E J�18�201$ FT. PIERCE. FL WN LWIG ENGINEMM G 137M R. F& R. _ px (T12) u'e-w55 SHEET 16 OF 21 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. - 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. a. SLABS, 72 HOURS/14 DAYS b. BEAMS. 7 DAYS / 14 DAYS 7. 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. LL�� 13. MAINTAIN AT ALL TIMES THREE FLOORS SHORED UNDER ELEVATED SLABS ABOVF\�rN1�Hl RHda// \\\�\\* RODO�FO b, O E C `,% III)�O m s <O T�j 1pOLF V aa i, 2 O L. P,€: f51 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. Al A FT. PIERCE, FL REPAIR DETAILS 1535-20TH STREET ® PH. (TT2) 5540035 MEWVEROBEACH,FL32960 ®® Fx. Q]2) TB-351Y ENGINEERINC41NC Wa 13 n nu.w & ns VT6 uBeOUxuE, R - M (sp z 1510 MMLMG BIGHEII01Yi a 13728 R, v¢Rce. R. _ M (712) 4ee—eons "-' D..CNEOT.S. ORAWR A.E.R. CHECKED R.V. CATS 3/18/2015 SHEET 17 OF 21 DECK OVERLAY SCALING / SLAB PITCH CORRECTION EXISTING COND17IONS MODERATE SCALING STEP i -MECHANICALLY ABRADE THE CONCRETE SURFACE TO SOUND CONCRETE AND TO ACHIEVE A UNIFORM DEPTH. STEP 2 COAT EXPOSED SURFACE L30ATED KITH BONDING r ANTICORROSION 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 +/— 1/80(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 COA7ING OF BONDING AND AN71—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 APPROPRIATE COATING. ��\\11III//// \\\\�a`� R000�F qo =N N 1.(O 11\090DOLF( i .X' FL. P. �j/ iz 0 TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL REPAIR DETAILS - 13Vleas-20TH5'T)3E� v �PH.RC)B�2)5FL32060 ®� Fx. (772)T18-as11 ENGINEERINGONC MCA 90w Ml Mlm a AsS %G YfleWFNE R. - PH (321) 2 1510 (AMONG INGI E tNG CA13728 ff. PEBSP. R - M (1)3) 160- 0nnvm�AE.R. c EcnEO R.V. 0nm 3/18/201s SHEET 18 OF 21 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 Z 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 3 LATH W/ 1" END LAP, Yz" EDGE LAP. FASTEN W/ THEN STUCCO 1i" ROOFING NAILS TO STUDS ® 6" O.C. AT ALL SUPPORTS TWO COAT STUCCO, FINISH THICKNESS OF 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" MDE TO NO%T# M EINSTALLATIONNDIINDICATE EXTEND 2" ON EACH SIDE OF JOINT STUCCO DETAIL AT EDGE SCALE: 314" = 1 `—O" NOTES. 1. PROVIDE CONTROL JOINTS AT 144 SQUARE FEET MAXIMUM, SEE ELEVATION, USE "V" CONTROL JOINT. Z PROVIDE DRIP EDGE AT OVERHANG. 3. PROVIDE CASING BEAD WITH IWDE FLANGE AT BOTTOM OF WALL, LAP VAPOR BARRIERS. M w myri L +eG1i ii N:W L/ 40 e 'P —U), r 9 (i 'rp ORODOLFO j0 FL. P,I TREASURE COVE DUNES CONCRETE REPAIR 410E N.E. FT. PIERCE, FL REPAIR DETAILS 1935-2QT14'Btkkktt" VERO BEACH, FL 3296E PH. ("2)56M35 Fx. (7Tz) 71e-3Bn ENGINEERING, INC - px 772) zn-tsto = EGmts GINMIR x AJ37.TES u9 PMp A. C9NSUL11Nc wcIREwINc G /3)tR R. PLLRCE B - PH (n3) 458-9055 ..,"",,. ""` DESIGNED T.S. DRAWN AE.R. EG MM Gore 3/1 O 2C75 19 cnEET 19 OF 21 AT EXTENTS OF REPAIR, ADD 2x4 TO EXISTING TRUSS W/12d's 0 4" O.C. AT BOTTOM CHORD WITH EXPANSION JOINT IN STUCCO. (E) FASCIA TO REMAIN-7 PRE—ENGR'D WOOD TRUSSES 0 2'—O" O.C. MAX m0 —10" ADD 2x4 P.T. BLOCKING W/ (2) 12d TOENAILS EA. END }" P.T. PLYWOOD W/ 10d's S.S. 0 4" O.C. STUCCO SHALL BE W THICK WIRE MESH W/ 6dx2" S.S. 0 4" O.C. OR 2" LONG #6 S.S. SCREWS 0 8" O.C. TO TRUSS (NOT SHEATHING) VAPOR BARRIER NOT NEEDED FOR SOFFIT c DESIGN PRESSURE: II ALLOWABLE 92 PSF STUCCO SOFFIT DETAIL SCALE: 3/4" = 1'-0" 03-10 WOOD TRUSSES (3/4" SCALE) TREASURE 1835-26M 13k/1kir1 REPAIR ® V ROREACH.FL32960 OESGNEDT.S. COVE DUNES A� PH. (772) 55 0-- AE.ft. CONCRETE REPAIR DETAILS ENGINEERING INC.axTE Fx. (]T2) T'e-3ci88-003' R.V. 410E N.E, eo h n u¢wunxc. R. - px (sap as1-Isl" once FT. PIERCE, FL M #372Es LONSULTWC ENGixEEawc G i3]ae CON NCER R. PERCE. R - pR (na) u9_m55 20 OF 215 SHEET 20 OF 21 VSL CP+ ANCHORAGE SYSTEM ® EA. END (2) #4 (2) 1{4 (2) #4 CABLE REPAIR (2) 114 CONE. BURSTING I - I (2) SPLICE CHUCKS BARS PLACED DIRECTLY INSIDE OF ANCHORS F LMIED COPY #4xl'=4" EA. SIDE (TYP.) PLACE 318" EPDXY COATED PLATES W/. VELZY DONUT ANCHORS (EPDXY COATED) & NEW WEDGE ANCHORS (PLATES & DONUTS TO BE REMOVABLE) ROD01. .��a, t per:' 'Lo FZ = y � Ln 9 i Q ' O Oi 'iKODOLF, �j/'9� '•--E6- E TREASURE ® 1835-20TH STREET 1 J° REPAIR OBEACH,9 FL 32960 VER72)5600035 OESIGNEDT.E. COVE DUNES ®N DFpYM p,E.R. CONCRETE REPAIR DETAILS ENGINEERING INC. Fx. (2l2) ]28-3812 CNEGNED R.V. 4100 N. A1A uou eGwua Mu IDe & ws IAl �M R - ER (921) 2 1510 wM 3/18/2015 FT. PIERCE. FL Cons MG ENGINEER010 G 03M R, EO R - p (M) 1 90ss SHEET 21 OF 21 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: WIND SPEED (MPH) RISKCATEGORY EKPOSURECATEGORY ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFFICIENT TOPOGRAPHICFACTOR V(ADJ)=124 V(UL7)=180 ENCLOSED CPI=N--0.18 XZT=1.0 mI � u.^5#,w. i�a�� �� Z LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THEDESIGN LOADSAS NOTED IN DESIGN CRITERIA 8 LOADS BELOW OR THE CAPACITY OFPART14UYCOMPLETED CONSTRUCT70NAS DETERMINED BYTHE CONTRACTORS SSE FOR BRACINWHORING. GENERAL REQUIREMENTS 1. THEDESIGNAND CONSTRUCTION OF THIS PROJECTIS GOVERNED BYTHE FLORIDA BUILDING CODE (FBC) , 51h EDITION, HEREAFTER REFERRED TOAS THEFBC, ASADOPTEDAND MODIFIED BY THEAUTHORI7Y 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 INA SAFE AND SECURE MANNER 3. THE STRUCTURAL ORAKINGS 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 WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTING BID OR PROCEEDING WITH THE WORK & THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE CONFLICTS BETWEEN THE DR4WINGSAND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK S. THE CONTRACTOR IS RESPONSIBLE FOR THE SIRENGTHAND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND 07HER 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 CONTRACT ORS RESPONSIBILITY TO BE FAMILLAR 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 CODEFIFTHEOITION. 2. /ALSO CERTIFY THATSTRUCTURAL ELEMENTS DEPICTED ON THESEPLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 18091N THE FBC. THIIKEE PLANS A ;D ALL PRQPO$rjD WOMK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 11e1AY BE IECEMAKY IN MOM TO CO'.4PLY III T H AI l APPLIOMLE CCt7ES. kv "a ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR O °D BY DATE Z • C ' `�—' <' W PLANS AND. ER MUST BE KEPT B OR NO INSPECTION WILL REMADE eODOL+FO��I % j ,�c;JUP�O L.A. 17A$j . i) fhP.E.� 196( Z - TREASUREBUILDING� COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL I : BALCONY INSPECTION REPAIRS `% 1■® � ! 1-1 ENGINEERING ING uaA eoxts wl,wvArt s ASDr m CONSUU E EERM G T3728 less-20TH'L�1T2EET V RROO BEACH. FE<�2s80 ` PH. p92) WI=0354e1O1; ("2)]]B3B+T 2EIWUISlf: R - M (521) 2 1510 R. EERCF. R _ m (m) 185-9035 Oes d Tst' °R�- t� �E.R cxEcrcEo R.v. DATE 3 18 2 115 SHEET 1 OF 18 RAIL SHUTTERS RAIL SCREEN SHUTTERS REAR BALCONY INTERIOR BALCONY BLDG. 1 F`TLCOPY UNIT NUMBER- INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND ® A. HOLLOW TILE ON SURFACE 59 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 24 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. ® K. RUST SPOTS E.A. �rUv� L. CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N WALL CRACK 1 L.F. l 'u TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 1: BALCONY INSPECTION REPAIRS , _za,,, g„,�� m VERO BEACH, FL 32980 '� PHMBV. mz)se9 uoa5 ENGINEERING INC Fx m2»�9a9+� WMIAn FNCA109@M a IN28 R, M _ M (774 yo-yos, pM' +5-320 OESIGIffn 5, T. oww A-R. cnscxFo R.V. oA*� 3 18 2015 sH 2 OF 18 UNIT WAS INACCESSIBLE AT THE TIME OF INSPECTION. REAR BALCONY BLDG. 1 &IF Mom COPY UNIT NUMBERS 112 INSPECTED ON: 07/14/2015 BALCONY FINISH: x TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 3 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO S.F. o`e109oloEo09o0�ge.. G. COLUMN REPAIR C.F. v ° H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. _ =.. e ::w !v®L. CRACKS UNDER SLAB L.F. _`I:RaDOCFp M. RUST SPOTS BOTTOM E,q, s =) '•L P.P,#61 0 N. WALL CRACK L.F. „„(? „G„ ,,,, •,O TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 1: BALCONY INSPECTION REPAIRS �A `' ,eas-zoTHSTiiEEiV lrl Y SRO BEACH, FL =660 PH•mz)sBs-spas 'dMB Y Fx mz)7783B1T ENGINEERING0NC "w eorrtcs xu wroa s A4sacuTEs MaB W" M - N (32+) za 1510 c°"5+=m mw° G INM R. vBrt� R - RI (m) wss OBNO +5-3zs"` DES:, 5„+ cNE°NEo R CHECa R.V. DATE 3 +8 20I5 SHEET 3 OF 18 RAIL SHUTTERS ALL PREVIOUS STUCCO PATCHES ON CEILING NEED TO BE REDONE REAR BALCONY RAIL SCREEN INTERIOR BALCONY 21- tt t.: UNIT NUMBER: m • G. 4, INSPECTED ON: BALCONY FINISH: LEGEND: 07/14/2015 X TILE CARPET ® A. HOLLOW TILE ON SURFACE _2 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO 130 S.F. G. COLUMN REPAIR 5 C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. r\-fU%� L._CRACKS UNDER SLAB L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK _ L.F. 19 N3 TREASURE COVE DUNES CONCRETE REPAIR 410E N. E. FT. PIERCE. FL BUILDING 1: BALCONY INSPECTION REPAIRS �- 11 a5-28TH3;r.E '� � VERO("2) 56FL32880 FX(n2)"8 615 FX (n2) ne ael7 ENGINEERING ING M stuns WIN u s w #3728 xaeouw¢ l - nt (,2) w-tstc coxslanxo t>tmxmwc a/A28 rT, runE n-tx (ns),se-sme J0m"o 15-320 BESIGNEB T.S. A.E.R. CHECJD� cxecxeo R.V. Ohre 3 t o 20t5 sir 40F 10 RAIL REAR BALCONY BLDG. I UNIT NUMBER: 121 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE LEGEND: CARPET ® A. HOLLOW TILE ON SURFACE 153 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR 7 S.F. ® C. SLAB SPALL EDGE REPAIR 32 L.F. ® D. SLAB SPALL UNDERNEATH 28 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. ® K. RUST SPOTS E.A. �rUv� L. CRACKS UNDER SLAB 18 L.F. ® M. RUST SPOTS BOTTOM 1 E.A. N. WALL CRACK L.F. TREASURE BUILDING 1: COVE DUNES BALCONY INSPECTION CONCRETE REPAIR lMm MBV REPAIRS ENGINEERING, INC 4100 N. A1A mm a yuANRAn a Asmc = FT. PIERCE. FL I WWIXMW MNm a p725 RAIL SHUTTERS INTERIOR BALCONY `i . , . a LRODbI•Fa[VIL I L d '.HJ.P.E.W61 ,90 • JU00 8120.16 •�P. f 1636 - 20TH 9TREET�� �/ JO�N01 fi5 `J�o-.�1,• y C) BEACH. FL 32666 1j, R IDNED ;T.s.,W PH. ("2) 66& 35 DRAWN'r• m (TT2) n6361] DHECItED R.V. u6muwlG R. - N (.w) 255-151D DAM 3 18 2015 Ff. PflkE a - BI am 11b5 swan R OF 16 RAIL REAR BALCONY BLDG. 1 UNIT NUMBER( 122 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE _ LEGENDr .111"*� ram rz ^1 hew ai l a v. CARPET ® A. HOLLOW TILE ON SURFACE 4 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 5 L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. e1011IIIfi .... •..,, H. WALL REPAIR S.F. `��.• ,`�� 3IV I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. " C ® K. RUST SPOTS 2 E.A, ter®L. CRACKS UNDER SLAB 11 L.F. ROpO, 0'�/IL I M. RUST SPOTS BOTTOM E•q• GW .E��,g00 : "{ N. WALL CRACK L.F.�y .���,.0 p_ZOt6 TREASURE BUILDING 1: VEBROBEACH, z eo71 o s�NEo rs a',4' COVE DUNES BALCONY INSPECTION i9M��T PH. CM)W8 0035111,)) FX (7n)"I 817 DRAMe11'AEIt. CONCRETE REPAIR ENGINEERING, ING CHECCO R.V. 4100 N. A1A REPAIRS uuoa��m�cs�i �8 e N uaomm R - M (uf) u 1510 DAre 3 18 2015 FT. PIERCE. FL G R. P¢t¢E R - PH Im) � 8HEEf 6 OF 18 RAIL SCREEN SHUTTERS W-Im REAR BALCONY INTERIOR BALCONY BLDG. 1 F LF= 60?y UNIT NUMBER: 123 07/14/2015 INSPECTED ON: BALCONY FINISH: x TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 9 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 30 L.F. ® D. SLAB SPALL UNDERNEATH S.F. M� E. CRACKS ON SLAB —GRAVITY FEED L.F. F. STUCCO 3 S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. I. FLOOR PREPARATION S.F. J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. S L CRACKS UNDER SLAB 12 L.F. M. RUST SPOTS BOTTOM E.A. e N. WALL CRACK L.F. ,a,� o m., ,,jj��ODdLF )UUk� PUE� TREASURE COVE DUNES CONCRETE REPAIR 4100 N. AtA FT. PIERCE. FL BUILDING �: BALCONY INSPECTION kEPAIR$ teas-aorH STaEeq 13VvEnoeEICHCFLazaeo0' ■ FX(772)Tl8387T 17{71 ENGINEERING IPIC , , Exc ° u%iix�S uOB00NS. it - ax (0�1) t 1010 IT. � m - INS (m) tSS-m•+t 15-320 PESIC4 EccHM-fPS QFAYM AER. cHEcnEo R.V. °ATE 3 78 2015 SHEET 7 OF 18 mm 0x 0 m mz c= z m 0 ao m� oN RAIL PREVIOUS UNDER REPAIRS SLIDERS REAR BALCONY 1 'NILE T 1 I`OP'y BLDG. UNIT NUMBER: 132 INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 10 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 12 L.F. ® D. SLAB SPALL UNDERNEATH 8 S.F. E CRACKS ON SLAB —GRAVITY FEED 5 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. ® K. RUST SPOTS E.A. r\rUv- L. CRACKS UNDER SLAB 30 L.F. ® M. RUST SPOTS BOTTOM E.A. N. WALL CRACK L.F. inyA,I NIt TREASURE COVE DUNES CONCRETE REPAIR 410E N. E. F7. PIERCE. FL / BUILDING 1. BALCONY INSPECTION REPAIRS ) VERO BEACH. FL 3295E )) IiNmav1535-ZOTHSTREEri; ` M PH.(n2) 589.0035 M(72)"�87 ENGINEERING INC W Boma wi a nj3m ff. EOM. R. - Px M) sxs-isiD m'nu�nrro BwwEFAwc a /sree R. RFAfL R - RI (7)2) IW-9a5: J0SNO •�1s=3Z0 DESIGNED T.S. DRAWN A.E.R. CNECNED R.V. Dare S 1B 2015 stiEE.i 8 OF 18 RAIL RAIL SLIDERS REAR BALCONY INTERIOR BALCONY BLD UNIT NUMBER 133 FILE UNIT NUMBER: INSPECTED ON: 07/14/2015 BALCONY FINISH: X TILE CARPET LEGEND: ® A. HOLLOW TILE ON SURFACE 34 S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C, SLAB SPALL EDGE REPAIR 25 L.F. ® D. SLAB SPALL UNDERNEATH 12 S.F. E CRACKS ON SLAB —GRAVITY FEED 10 L.F. F. STUCCO S.F. G. COLUMN REPAIR C.F. H. WALL REPAIR S.F. :y I. FLOOR PREPARATION S.F. . a J. WATERPROOFING S.F. ® K. RUST SPOTS E.A. — �r®I CRACKS UNDER SLAB 10 L.F. M. RUST SPOTS BOTTOM E.A. N WALL CRACK L.F. ,`✓ TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE, FL BUILDING 1: BALCONY INSPECTION REPAIRS 1sOB- H.M3M VERO BEACH, FL 32680 l:MBmz)s6600ss cm)=61) ENGINEERING, ING WM6LB E wL�JBM B AS #vn ff- Po R - M 2u-1510 R. PERCE 0. - R1 (M) 1m-so53 DESIcNEu' T.S. oanvm A.E.R. CHECKED R.V. DAIS S 16 2 sHEEf 9 OF 18 78 C,_ ,LUMN DELAMINA' ,:IONS REPAIR EXISTING CONDITIONS 1. SHORE STRUCTURE TO RELIEVE LOAD FROM COLUMN SEVERE SPALL AS MUCH AS POSSIBLE 2. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 3. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE 4. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH r AMPLITUDE ! STEP 1 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST LAITANCE AND OTHER SAWCUT AROUND BOND INHIBITING MATERIALS AVOID DAMAGING OR PERIMETER OF SPALL CUTTING EXISTING REINFORCEMENT. 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO THOSE THAT HAVE DETERIORATED BY MORE THAN 157 CHIP CONCRETE OUT TO ALL NEW STEEL SHALL BE AS7M A-615 GRADE 60. SOUND CONCRETE AND LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. CLEAN STEEL TO PRODUCE A WHITE METAL FINISH. 7. COAT ALL NEW AND EXISTING REBAR WITH TWO 10 MILS OF EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH • COATING FOR CORROSION PR07EC710M INSTALLATION • .' SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICATIONS TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A COAT EXPOSED SURFACES WITH BONDING AND ANTI -CORROSION AGENT. STEP 3 FILL PREPARED AREA WITH REPAIR MORTAR 8. THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS TO SSD CONCRETE SURFACE 9. FILL 774E EXCAVATION WITH REPAIR MORTAR OR READY MIX CONCRETE PLACED AS DESCRIBED IN THE 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 SM007HNESS REQUIRED FOR THE SPECIFIC APPLICATION. 12PROVIDE THE ARCHITECTURAL FINISH AS REQUIRED BY THE OWNER. 13.FOR MATERIAL SELECTION, PHYSICAL STEP 4 MIXING APPLICATION AND CURING IN TO APPROPRIATE TECHNICAL PR07ECT SURFACE WITH SPECIFICATIONS FROM APPROPRIATE COATING MANUFACTURER. -a; it I v yQa: BUILDING 1: INSPECTION DETAILS =MBV ENGINEERING, INC 1,101% 80 viwimw a Aamaala C055am GCO5BIW0 G #37M 1535-20T BEREFT V O BEACH, 1 L 32950 PH. (772) 559-0035 P%. (772)798-3519 u55 El R - m (RI) z 1510 R. POM R - M (M) 160- 0 0 WALL REPAIR NOTES FOR GENERAL REPAIR., 1. CHIP AND REMOVE CRACKED MORTAR. Z THOROUGHLY CLEAN MASONRY SUBSTRATE AND REMAINING STUCCO SURFACES (EXPOSED EDGES INCLUDED) WITH CONCRETE/MASONRY CLEANER OR TRISODIUM PHOSPHA7E/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 W17H NEW REPAIR MORTAR SYSTEM OR EXTERIOR STUCCO SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICA71ONS 6. MATCH EXISRNG FINISH TEXTURE AND COLOR AS CLOSE AS POSSIBLE Z FINISH/PAINT/COAT REPAIRED AREA IN ACCORDANCE W17H THE GENERAL NOTES 1'4111141 {'!^I 11111111JJ.7,' �- LF 'ffi TREASURE BUILDING 1: 7( a R ®=p�/��� 1335-20TH3THEEr VERRXO CH. FL32960 J2N0 15-3zo oEs cNEO T.S. COVE DUNES INSPECTION l�i■ PH.(772) 589-0035 p72)TT3 So+, OxnvM AE R. CONCRETE REPAIR ENGINEERING, INC R' cR R.V. 4100 N. A1A DETAILS RRIA � TRIAAI 2, m YRNOm R - M (321) 2 $510 RATE 3 13 2015 FT. PIERCE. FL CONSRU ENCINEFR010 G 03728 R. M R - M M2) 485-9 curet 1, RF 1R EXPOSI OF NG AND UNDERCUTTING REINFORCING STEEL THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL 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 J/ 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 A11H MINIMUM SIX INCHES FREE OF BOND INHIB17ING 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 07HER APPROVED METHODS. jlklL Ij UF Mill TREASURE BUILDING lwa-28THSTReEr„" COVE DUNES INSPECTION I� VROD CH, FL3285Q71IjDES��TS. PH. C"2)553-0035 FX(nz)neast) DRAM CONCRETE REPAIR EINC CHECR.V. KED R.V.NGINEERING 4100 N.E. DETAILS m w3 a � S� R - PN 2) 2]]-7570 3 18 2015 FT. PIERCE. FL NIISIRIWO fNCPIEIRNG (A /]T23 wl 3M R, p� R, - R7 Q2y) K(}yp]] ". PN 7 18 6HEET 12 OF 18 S C- EANING AND RE SIR 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 MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARA17ON SHOULD BE FOLLOWED. El-40:12 STEEL `ABRASI,VE PATH CLEANING BACKSIDE 0 CORRODED BARS REPAIR OF REINFORCING STEEL. DUE TO OF REINFORCING STEEL. DUE TO LOSS SEC�ONSEC�ON 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 • ADDIRON OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY % IN. (19 MM) FROM EXIS77NG BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE WITH ACI 318; ALSO REFER TO CRSI AND AASHTO MANUAL F 1 1 U E ` r C 0-� � P Y U� ;RODO 00" s FL PS£ 6g1000 C 7 ' ,1i6 O TREASURE 183E-20TH STFJEET( 4 BNO._.15!320,''" BUILDING V ROBE CH.mgo �PEsIAVEa %%. COVE DUNES ®� �� PH. (772)589-0030'•/ rs. CONCRETE REPAIR R. INSPECTION FX.(772)T/83017 /TT CH MDp1R . FNGINE�iW DETAILS ENGINEERING, LNG 410E N. Hunwaul a n #372s mewmrt: R - cx 11x0 xs-1s10 onle 3 1 e 2015 FT. PIERCE,E. WtAULTWE earns FL Caa G i3)x3 R, pp� R _ pH �) 1a9_gay aHEEf 13 OF IB -'_AS WATER PROO::NG ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLEO INTO WET TOP COAT BASE COAT SUBSTRATE. CONCRETE OR LEVELING OVERLAY LONG GUARD RAILS, SET BOTTOM RAIL 1140 MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE: 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 fT 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 SPECIRC4710NS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLIC471ON 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 MANUFACTURERS SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE TOP COAT TO BE COMPA77BLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURERS INSTRUCTIONS. '—'1 '1 � �_•t? M'-r, j I S)btJ1h TO 1HE BEST OF THE ARCHITECTS OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH _ tf THE APPLICABLE MINIMUM BUILDING CODES AND THE `'I•�; APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE W17H FS553 AND FS633. ,�•RODQLO 1L4v11 7 i JUN •,0 ,8.10,16',"�"4' TREASURE BUILDING �. � oT1i3IL3296'at1 aD DESIGNED EDi.S. COVE DUNES INSPECTION � II VERO BEACH, FL 3298D EROB PH. ("2)W"035 Fx(772)"F 811 T.S. Dn M AER CONCRETE REPAIR ENGINEERING,INC cNEcnEO R.V. 4100 N. A1A DETAILS LION DOME WIALIDAS h ASSOL91TE5 UMBOOM R - PN (321) 2 1510 DAIS 3 15 2015 FT. PIERCE. FL wMaT D u wsmG a 13M3 17. POM R - M (772) � SHEET 14 OF 18 SI,_',B FULL DEPTH F--,,PAIR M r�®i���M WSTING 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 3. CHIP OUT THE FULL DEPTH. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UN71L AT LEAST 6' OF THE UNCORRODED REBAR IS OBSERVED. 4. 5. CHIP CONCRETE OUT TO SOUND CONCRETE AND CLEAN STEEL TO PRODUCE 6 A W7117E METAL FINISH. THE VERTICAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH #' AMPLITUDE SANDBLAST OR HYDROBLAST 771E 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 151 ALL NEW STEEL SHALL BE ASIM 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. INSTALLATION SHALL BE DONE FOLLOWING THE AND ANTICORROSION 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 045 OR LESS PR07ECT SURFACE WITH APPROPRIATE COATING. 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 MANUFACTURERSS RECOMMENDATIONf`p;1t1! ,,);)) , 13 PROVIDE THE ARCH17ECTURAL FINISH AS REQUIRED BY Few THE OWNER. Lt COPY'ni) :0: F RODO 0' TREASURE MBVTeas-zoTHsraeblpb 3o'3'Ho' :ts=sio BUILDING 1: V RO BEACH, FL 33860 DESi T.S. PH. Ul )566 035 DRAWN A.E.R COVE DUNES I� CONCRETE REPAIR INSPECTION Fx(rsz)7Ta367T CWCMD R.V. DETAILS ENGINEERING,ING 410E CE. W�� ��aa Gw 03iin umouRxc �t - wi (�x» �5�-,sro S 3/18/2015 IS FT. PIERCE. FL rt. a¢Rcs. R. - rx b>zl +se-su,s &�Er 15 OF 18 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT n— d a 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 REBAR. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF UNCORROOEO 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 CONRGURA71ONS 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. Z IF HYDRODEMOLNION IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVEQ,FROM!!l!;b;;,,, PREPARED SURFACES BEFORE SLURRY,eHA DENS, J) J• :v TREASURE BUILDING �. • E635_zamsTFeer VERO BFACH, FL 32880 DESIGNED T.S. T.S. COVE DUNES INSPECTION PH.("2)669-0035 PX AS R. CONCRETE REPAIR E INEERING, IMC m2>T7696,T JDRAwN CHECKED FIN. A700 N. A1A DETAILS Da+DDT �W+a� � � n-N(+Zo �+s-+S,D DA,E a+e2015 FT. PIERCE, FL NNSU.T ENCINEE6W0 a#3725 fT.� a -Fx ITrU+ae — SHEa 16 of 18 LEGEND: Q 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. J. 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 701" 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 709 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. a. 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 OMCER. 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. FILE C WFL IzAJUN 0 8 2016 URE `l8� 1535-20TH STREET TREAS JOBNO. 15-320 BUILDING 1. VERO BEACH, FL 3298E DESIGNED T.S. COVE DUNES PH.(772)688-0035 Dq M AE.R. INSPECTION FX. pT2) n8a617 CONCRETE REPAIR CHECKED R.V. DETAILS EN GINEERING,ING 410E N.E. NDu Boma vlu.IMN s wsoow8s uDBWiRE iti - Px (sap ass-lslo DATE 3 7O 2015 FT. PIERCE, FL CONSULTNG BICINB1dNG G j3)1B R, ppp� R, - RI �) B5g-gpu s� 17 OF 18 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. NOTES: 1. SPALL/SCAUNG 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, SSO SUBSTRATE 3. APPLY A 20 MIL. COATING OF BONDING AND AN71—CORROSION AGENT ONTO THE SSD SURFACE TO INSURE PROPER BOND OF REPAIR MATERIAL. 4. FILL AND SCREED EXCAVATED AREA NTH THE APPROPRIATE REPAIR MORTAR, CONSOLIDATE, FINISH AND CURE AS REQUIRED. F L DPY STEP 3 FILL EXCAVATED AREA NTH REPAIR MORTAR. STEP 4 PROTECT SURFACE WITH APPROPRIATE COATING k1—o9c;04,—,, ;000 �FL.,wv TREASURE COVE DUNES CONCRETE REPAIR 4100 N. A1A FT. PIERCE. FL BUILDING 1: INSPECTION DETAILS ®= E3Vteas-zoTH ENGINEERING,INC I'm ean1F5 � a ws Ilm W�1MI ENCWE G a N22e STrtee7° 6P V"ROREAc„.FLaz96o PH. cm)5e9-0035 Fx.C"2)n/ 817' MaOMM+E M _ N1 (52C 255-1515 m vmm n - m (m) 1m-1555 JOB NO.-15-320 eEs�n'•i:t. p9pNM AER CHOCK R.V. 9Am 3 18 2015 sNgn 1e of 1R