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Home My WebLink AboutPLANSCONCRETE REPAIR I. SAVYAR AROUND THE PERIMETER OF THE AREA TO 13E REPAIRED N A MTM91M PATTERN. CUTS SHALL B3 HAVE PARALLEL OR PERPENDICULAR TO THE SLAB ED6E5 AS FEZ TIE DETAILS SNOW DO NOT CJIr ANY EXISFINS REIFORONS STEEL. . IP 5T®. 5 ENCOWTE RW REDUCE TIE DEPTH OF OUI AS R521TRED. 2 IM401E ALL FRACTR R), LOOSE AND INSOIW CONCRETE CHOP WA96 TO MINN A SURFACE ROLSHESS OF V4' (E ILO') PREPARE THE AREA 50 THAT TIE SIDES ARE VERTICAL AND LEVEL. 3. WERE ACTIVE CORROSION 5 FaW, COM ME CFUPPINS TO A DEPTH OF 3/4' AROUD RENFORCN6. 4. IF ACTIVE CORROSION OR LIMU D OR FRACWRED CMRETE EXTENDS BEYOND THE 5AM Orr ARHV EXTEND TIE REPAIR AREA AS REQUIRE) TO INCUDE ALL ACTIVE CORROSION AND MOM CONCRETE 5. BASINS REIN. BARS SHALL BE POWER TOOL CLEANED OF ALL SCALE AND SST. EARS ARE TO BE REPLACED IF BOHM 6REATER THAN A 20%LOSS OF CFf055 5ELTIM WITH A EAR OF SAME Siff AND LAP OF 35 BAR DIM OR IF LAP SPLIGM 5 NOT POSSIBLE A DOWEL OF 54EE 50 SFWl BE EPDXY ANCHORED TO A DEPTH OF D EAR DIAL 6. 6 COMLETED SHALL BE RJPLACEP WITH MEW BARS OF FRAME DUWETERi AND E'A0 6 AS THE ORMAL. 5THi 1. WERE REPIACEMERT 5 FCGESW THE BOSTN6 REE FORLN6 57EEL SHALL BE Of LEAVENS A NNMN OF 35 BAR DIAMEIE5 EXTE DINS OUT FROM THE SOW CONCRETE TO ANION FOR LAP SRJCW OF IE4 REILFOPLEMM. 6. No DOW BIM NEW BARS NEXT TO EXSTW BARS, HOPS SHALL BE DRUID A MIL OF 2' APART FROM THE EX57IN5 EAR. CARE STALL BE TAKEN TO DRILL PARALLEL TO THE EXISTW5 STEEL TO PREVENT 5PALLINS OF ME CONCRETE DRILLED FDLE5 SHALL BE PER 'RE FASTENER KWA61LM RS SPECIFICATIONS AND FILLED WITH EPDXY. NEW 001'aS SHALL BE SEEMED TO THE FILL DIDR 4. COAT ALL EXPOSED REIN BARS WITH CORROSION MINIM PRIOR TO PLAO O NEW C,ONCR:M 10. CONCRETE REPAIR PRODUCTS SHALL BE AS PER SPECS. II. ALL CONCRETE 054OLMON SHALL BE N ACCORDANCE WITH THE RBCOMEDATM OF THE MSM 70K LONLFETE REPAIR INSTITUTE CONCRETE REPAIR PRODUCTS I. CONOEIE REPAIR WATEIMS SHALL BE H NIFALTURED BUY SKA OR EA,SP (FOLBLY WASTER BILDE17 DO) ALL PROPREYARY MATERIALS SOIL BE APR® N 5TRCT ACCORDANCE WITH THE MALFAC71LSiS SPFCIFICATDES M13M TIE MANFAC7ILES 16TFWTD G CONFLICT NTH THIS SPECIFCATOK THE CONTRACTOR SHALL ERNS RICH CONFLICTS TO THE ATTENTION OF THE ONES PRIOR TO THE APPLICATION ALL MAT3UAL SHALL BE FROM A 50FAE MANUFACTURER 2 TO ASSRE LOMPAT®LITY, MUMS AND MATLKNS OF VARDIS PRODUCTS FROM DIFFE RBT HAN.FACI REFS S NOT ALLOWED NT OUT PRIOR APPROVAL TIE FOLLOW% PPODLGTS SHALL BE USED AS DESCRIBED N INS SPECIFICATION. 3, STWOLRAL REPAIR WDRIARS A NDRDON AL W;FACAS, SKA 211 OR APPROVED EGIUAL B. VERTICAL SINFACM SKA 211 OR APPROVED I53140. C. OV64M SRFAC rk SUCA 211 OR APPROVED ELML D. CORROSION IHIENM SKA FERROSARD'103 4. THE FOLLONN6 PRODLC75 SHALLBE LEM AS OB56RUD N TINS SPFCFIGATIOH a SASE COAT- SIKABAD RELCOAT 2/ COMPONENT, POLYISL-HODF®, WATERPROOF CEMENT BASED LOATHE SYSTEM a TOP COAT - SKA&W REXCOAT ATC SWAE COMPONENT, NATHR4566ED, ACRYLIC TOP COAT a COLOR AND TEXTILE SELECTED BY DIM 5. PROVIDE A CCHAMSt STRIP OF NP4 SEALANT ARLIND PERIETHt AT ALL BOOR SIASAALL JOINTS I. AT DOOR STEP N6E ANY CONCRETE REPAIRS WERE MADE 6. STUCCO REPAIR SHALL BE A HIL 7ND COAT MASONRY MM54ID MIXTURE AT 13 RATIO N ACCORDANCE NTH TIE PORTI AD CEMENT ASSOCIATION TORTIAID CEMENT T (STCCO) HAIML A PORTL ND C88U N ACCORDANCE NTH ASTM 65 B. MASONRY CEMENT N ACCORDANCE NR A51M C4I C. ALL E06ES SHALL BE HAND SIRLCK WITH NO META. BEAM : ,ANNED BY jrip, County SURFACE PREPARATION. I. NDRMNIA. SIZFALFS A CHIP OUT LOOSE CONCRETE NTNH THE MARKED AREAS AND DE111301 E DEPTH OF RBWORCD15 STEEL SAW GT AROUND PERIMETER OF THE REPAIR N A RECTANSLAR PATTERS TO A DEPTH OF A V2 NCH OR LESS TO AVOID 01,111145 THE 57EEL B. REMOVE THE CONCRETE WITHIN THE MW GR AREA WITH HAIR CHIPPER TO EXPOSE TE CORRODED REIFORLIN6 57M AND TO REMOVE FRACTURED OR UN SOI D CONCRETE N ACCORDANCE WITH 71E RECORMAT06 FROM IM'. CMP SFEACES TO OBTAIN A SURFACE M M %PROFILE OF 1161NCH (W*). WERE ACTIVE BAR CORROSION 5 FOUND C NE CHIPPW TO A DEPTH OF 3/4 NCH MN CLEARANCE EOM CORRODE? EMS. MIKE ADDOIOAL SAW 01115 AND GIP AS REflAREO TO EXPAND THE REAR AREA 6EECTIVELY'C41ASE' TIE CORROSION FOR APPROXIMATELY 6 SLUES BEYOND ALL ACTIVE CORROSION. HERE BAR CORROSION S.LROTED TO NORMAL WELL SCALE AND SAPACE OXIDATION AND LESS THAN 12 OF TIE BAR DIAMETER S EXPOSED WR RE AIM CONCRETE FULLY SODM LWHKUITN6 TIE EAR 5 NOT MR)IRED. IF THE FJOBN OF CONCRETE DAAEE EXTENDS BEYOND THE ESTIMATE? AREA NOTIFY THE OWBR OR SIONEE R BffOFE PROCHDIFa. 2 VERTICAL AND OVERHEAD SRACCFS A VBRFICAL AND OVERHEAD SURFACES SHALL 13E PREPARED N A SMAR HARMER TO HORIZONTAL SURFACES DESCRY N PL.AL TIE CONTRACTOR SHALL VERIFY THE AMOLNI OF CONCRETE COVER OVER REINFORCING STD. AND SHALL REDUCE THE DEPTH OF 5AMF0I11IN6 ALCORDN6LY TO AVOID OIfTINS ANY BARS. 3. IMMEDIATELY AFTER CLEAIUS AND REPVC@ERr OF REINFORCING STEEL., APPLY TWO COATS OF CORROSION WHERFOR PER NWIFACTIRHR5 SPECIFICATIONS. CONCRETE. PLACEMENT I. INSTALL FORNCRC AS RHURE) FOR EDEE AND FILL DEPTH REPAIRS, FO MHORK SHALL BE SNORED AS IIECESSARY AND FORKS SHALL REMAIN N PUCE A MIUMLt OF N DAYS 2 BOND TIE WAR HATBRUL TO THE PREPARED AREA AM ONE OF THE FOLLOW NG METHODS A APPLY BONDNS MET TO THE PREPARED CONCIMETE SR FACE ACCORDING TO THE MANUFACTURERS INSTRUCTIONS. CTIOS. E PRESOAK SESTRATE TO A SA7IRATID SURFACE DRY LODITION WITH NO STAJDINS WATER APPLY A SLURRY BOND COAT OF THE WAR KA71ERW. TO THE PREPARED AREA MH A STRIP EMILE BRUSH OR BROOK DO NDr ALLOW THE SLRIRY TO DRY PRIOR TO INSTALLATION OF THE REPAIR MLATBRIA. W NOT REBPBR THE HOD COAT. 3. MECNAWLAL MXN5 5 FECOM MED WITH THE LEE OF A SLOW SPEED DILL AND A JIFFLER TYPE PADDLE, OR IN AN APPROPRATE MORTAR MXM TYW AA MXNS TIME 6 3A MNrM DO NOT ADD W WORE WATER THAN 5 fECO ENDED BY THE MAKIFAC71RHt DO HOT MIX LONSER THAN 5 MNUTIM MY THAT PORTION OF MATERIAL THAT CAN BE PROPERLY MU® MON 10 MNTEa OF APPLICATION SHCILD HE MIXED. 4. APPLY RZgN MORTAR OR READY' MX CONCRETE TO TIE BOND COAT. PLACE REPAIR MORTAR ACCOROMS TO M HIFACTRE RS REGOMBDATIOS. 5. EVAPORATION RETAPDBB 10 RAPID SURFACE EVAPORATION FAY OCaUR N HOT, M I DY CONDNWS APPLY SPECIFIED EVAPORATION RETARDER ACCORDNS TO MAKFAC711ftBt5 RECOMMENDATIONS. 6. FRBSHW. COMPLETED REPAIR SURACIS SROLLD BE STRAI6M, TRUE AND HATCH EXISFNQ PROFILES. DO NOT OVER NOfK THE SWAM T. AFTER APPLICATION 5 COMPLETED AND REAR MATERIAL HAS SUFFICIENTLY SET 50 R60LLDINS WILL NOT OA ASE IT, REBOUND PAMIED AREA TO QEURE PROPER BODINe OF TIE REPAIR MATBRIA- 6. ALL REPAIRED SMAC,ES MIST BE GIRZED FOR A HLBMIM OF 5 DAYS POST TENSIONED CONCRETE I. R382 TO THE POST -TENSION INSTITUTE FIELD PROCEDURES MNAA. FOR U BO OE) SHISLE STRAND TOWS FOR SPECIFICATIONS. 2 ALL SLAB T V25 WILL C ISiT OF THE INBREED TYPES AND SHALL BE 270 K51 LON RELAXATION STRAND FIXED AND STRESSES ENDS SHALL HAVE CORROSION PROTECTION A55EWH.FS WITH PROTECTION cAP5. O CAPSLATED 5Yw% 3. PROFILE DI85IO5 SHALL MATCH THE FJUSTIN5 WIRE STRAND AND GROSS SECTION. 4. ME STREYIKS OF TIE SLAB TENDONS MAY C40MMME WHEN CONCRETE TEST CYLINDERS INDICATE MY A HI MM COMPRESSIVE STRENGTH OF WOO PSI HAS BEEN ALHEV®. 5. PROVIDE YCONCIME TEST FMPOR75 PRIOR TO STRFSSIN6 CABLES. 6. ALL POST TENSION CCAEU5 SHALL BE REPAIRED BY A POST TENSION TECHNICIAN COMFED BY FTL LBRRFIOAIE SHALL BE 5UEHMED. AVOID PREFERRED AVOID COMPLEX REPAIR COEURAT0 5. SMIFY SHAPES AND ELIMINATE RAMS SURFACE PREPARATION GEOMETRY SLAB IN PLAN SCALE V2' = I'-W CUT PARALLEL OR PBRPE DKALAR TO SUB ®6F5 6 WALLS r DESIGN LOAD CRITERIA PERISH LOADS FEZ THE FLORIDA BADNS GODS, SIR MMON ROOF LOADS DEAD WA BALCONY FLOOR LOADS AS FSF UVE 40 FSF OESISW CRITERIA PER AWE T LLTIIATE RIND SPEED RE&CR vE n0 MPH HOHTNAL RIND SPEW FEW os41 "'' MPH RIND BORE DlBRS RE610N ENCLOSED 57RCTRE WHONOM M <I20 FT ROOF PITCH A W11 R5K CATE60R1' NTER IK PRIG ca". R 036 E7FOSIE D VELOCITY PRESSL$ O= %J FSF ETD ZONE 5 5 WITHIN A PEIRCE OF (a) = 60 FT FROM BDG CORES, SCOPE OF WORK I. SCOPE OF M W 5 LIMITED TO THE REPAIR OF CONCRETE BALCONY SLAB 0 ULT 909. 2 ALL WORK SHALL BE INSPECTED BY THE 0 6NMZ OF RECORD I amTE5 VERIFIED PRIOR TO CONCRETE PLACBBU. 3. CONTRACTOR SNAIL HDTF1' WL B5EHEERM FOR ALL TIES OLD BSPECTO 5 A MNMN OF 24 IOIIRS PRIOR TO INSPECTION. STRUCTURAL NOTES I. CONTRACTOR SPLL VERIFY ALL ONW-426 N TIE FIELD AND NOTIFY"THE BM43R OF ANY 06G EIPANLF5 PRIOR TO CONSTRICTION. 2. ALL COSTRCTION SIWl BE BRACED AND SH01M BY THE CONTRACTOR A5 REINED TO SAFELY PERFORM THE MOP' CONCRETE I. CONCRETE MDRK SHALL BE N ACCORDANCE NR THE FOLIOdNG AW. W VJTfIFIGATIOS FOR STRUCTURAL CONCRETE FOR WI DINGS LATEST ®RIOT ALL 30 BPJONS CODE RE EI EMERM FOR STRCTLAL CONCRETE ILRJ. INTERNATIONAL CONCRETE WAR INSTITUTE' LA115T EDITION. z READY HDW CONCRETE STREHISM SHALL BE AS FOLLOWS, 5,000 PSI 20 DAY COMPRESSIVE STEYiTH W SILICA-FRE SAP 5'EI' DCI CORROSION M BITOR (4 GA PER CU. YD) WC RATIO 05 IW 3. CONCRETE SHALL BE TESTED N ACCORDANCE WITH A51M 039. A HNMN OF (5) TEST CYLINDERS SHALL BE TAMER FOR FAC44 ADO GI Y125 OF FaR, NTH ADDITIONAL SETS FOR EVIE RY 50 CA) TOG OF POUR CYLINDERS SHALL BE 1E51ED AS FOLLOWS 1.5 DAYS I•I DAYS 2.26 DAYS I.56 DAYS (IF 7HE HNMNM SIRB57H 5 TROT MET N 26 DAYS) REINFORCING STEEL I. ALL REIFORCN6 STEEL SHALL BE N ACCORDANCE WR A57M A65 GRADE 60. 2. ALL EARS SAL BE COATED WITH A CORROSION IIMBITOR 3. SIPPORT BATS AND ENDS OF MAN REOWLN6 BARS SHALL NOT SOW MORE THAN 1'fi' PAST OUTER MOST CHAR OF Siff ORT BAR 4. REI FOR LING GARS SAL 13E PLASTIC, IOHLOfR0510N BAR SPPORT S. THE MRllMLf C0WAMM COVEASE SHALL BE AS FOAOW Sm EXPOSED TO WEATHER I V2 IS 6. PROVIDE 4O DEME LAP SPLICES AT ALL IM6Z5EGTION.5. T. Rf]IFORCING SHALLIN LAPPED SPLICED AND2 F L FM 4 4 R IBF py 5 30 BE Fro 5 36 R5 = OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS ISSUE DATE: 8j 11 17 REVISIONS: DATE: This drawing and design as shown is Inc. the property of ML Engineering• ENGINEERING, INC. rNWE: BUILDING 4200 NORTH HIGHWAY AlA FT. PIERCE, FLORIDA JOB NO. 16-175B ,�y�„�A- �7or ( Repoduclion and/or use of this drawing anyconlentlherein,withoufexpress consent or permission of this company 6prohibited,mayconstituteanIniringe- Corisulting5lructuralEngineerSOUTH DRAWN BY: CHECKED BY: TR ML 2030 371h Avenue �d ment, and may be subject to legal action Vero Beach, Florida 32960 l by ML Enginaenng, Inc. SHEET NO: SP-1 2 Phone;772.569.1267 Fm:772.569.40A7 SPECIFICATIONS OF SMELTS -- IPIIIbENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Vero Beach, Florida 32960 :Phone: 772.569.1257 Fax: 772.569.4041 JOB NAME: OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS SOUTH BUILDING 4200 NORTH HIGHWAY AlA FT. PIERCE, FLORIDA TITLE: DETAILS EXSTHIS RAILMS TO RE — REWNED I REINSTALLED W HEN P05T BASE HATE HEM 4x4xV4 ALUM. BASE PL HELPED TO DUST POST W HEN PRO-TECT FA6rENER SYSTEM, V4'4 STAINLESS STEEL ANCHORS W CAP 4 SL3E45 M URETHANE FLL.ED HOLES :i NOTES, I. REMOVE PORTION OF EMSTIN6 RA LINS POST EMBEDDED M SLAB. 2. CLEAN CORED HOLE OF ALL DEBRIS 4 6ROUr XIBM REPAIR MORTAR AS PER SPECS. 3. RE -INSTALL HANDRAIL W MODIFIED SURFACE MOUNT POST BASE AS PER DETAIL EXSTMB RAILING TO BE PROTECT FASTENER SYSTEM, REMOVED I RENSTAILED W V4'0 STARLESS 57EEL ANCHOR HEN POST BASE RATE W CAP 19.EBVE5 M IRETHNNE FLIED HOLES IMAGE kV II HOLES, L PROVIDE HEM PRO-TWT FAS70M • ALL PoST BASES HANDRAIL POST DETAILS NTS EXIST RENF. TO RHMH TO EB REPAIRED POWER TOOL CLEAN 1 PAW .4 • EMT CORRODED BA% . 6• EXPOSE A MR OF 6' a OF NOMCORROD® NEW. ' S4M CUT AFRL4MD PHUFEIER . i OF i EPXR AREA 1 RUSH E N B ED6M FULL DEPTH REPAIR RTS. ISSUE DATE: 8/11/1 7 JOB NO. 16-175B DRAWN By: TR CHECKED BY: ML SHEET NO: SP-2 OF 2 SHEETS SAB ®6E TO BE RM'1W® I REPLACED AS MR SPECS CONTRACTOR TO VERIFY LOCATION OF Pr CABLE PRIOR TO REPARMS BOSE i BALCONY EDGE REPAIR KTS NOTE I. SEE DETAIL RESANDI%PR CABLE LOCATE PT CABLES AND C 1P OtR SECTION OF CM TO INSERT LOCK OFF TO CABLE Z-V MR VJ i E)OSTIN6 J BALCONY Sim PLA5MTUBE W MATERnan CNN. H84 ANCORA6E W GREASE FITTING t FA57O CAP a SFATN Mx 24 M dR5TIN6 06"R5 POST TENSION LOCK OFF REPAIR KTS NOTES, I. LOCK OFF EXIST I-HRE STRAND Fr CABLE 2 DE-S7TffSS FT CARP 3. NE6TRE55 PT CABLE AFTER LONG. REPAIRS AIM COMPLETED I A MN OF 300D PS S ACHIEVED. PR CABLE O M I PR FOYAET FLED PLASTIC CAP ExIsnW eALCOILY SUB J � P/r ANCOR RATE 2" RRSTH S BARS ajv P.T. POCKET REPA DLL E NT5 I. DEMO AND F04M CONCRETE FROM F05T TENSION FOOTS 2. CUT OUT ANY EXICESSIVE AMOUNT OF MST TENSION CABLE HIM IV OF END W. 3: COAT ENO OF POST TENSION LASE MITI CORROSION MENTOR 4. INSTALLPLg MCO?EA5E,FUM BD CAP W64 BMSM LAI£E ED. 5. PATCH POCKET NTH HCH SHRINK, ION-FETAUX 116H STRE? 6TH 6ROUT , 1. ' I , This drawing and design as shown is ` the property of ML Engineering, Inc. Reproduction and/or use of this drawing _ or any content therein, without express ` consent or permission of this company Is prohibited, may constitute an Infringe- (X, •� ment, and may be subject to legal action • ,• �`! by MIL Englne, 3ring, Inc.