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Home My WebLink AboutPLANSCONCRETE REPAIR -- I. SWAIT AROLW TIE PER1*MR OF THE AREA TO BE RREPARD IN A RSCTAN%LAR PATTERN. GINS PiULL BE MADE PARALLEL OR PERPENDICULAR TO THE SLAB M SES A5 PER THE DETAILS 901R. DO Nor GIT ANY EXISTIM RENFORCINS STEEL F SIFB 5 ESYARNERED 14E ICE THE DEPTH OF air AS R150M. 2 REMOVE ALL FRACTURED. LOOSE AW R50RW CONCRETE CHIP SISFALFS TO OBTALN A SWFACE ROUSH ESS OF V4' It W PREPARE TIE AREA 50 THAT TIE SIDES ARE VERTICAL AID LEVEL 3.10 ACTIVE CORROSION 5 FOLD, C.ORINE C40MNO TO A DEPTH OF 514' AROUO REfFORCLN6. 4. F ACTIVE CORROSION OR IAGOIO OR FRACTURED CQHGd=TE EXTENDS EEYGO THE SW CUT PREN EXIM THE REPAIR AREA AS RRFOIIRED TO WAIVE ALL ACTIVE CQPOSION AND INSCUD CO MTE 5. ENSTRI6 REEP. BARS SHALL BE PCHE RTOO_ CLEANED OF ALL SCALE AND R5T. BARS ARE TO EE REPLACED F EXHIBITS STATER TRAIN A MIS L056 OF CROSS SECTION YITI A BAR OF SAE SIDE AND LAP OF SE EAR DIAL OR F LP SPLICRE6 5 NOT POSSM A DONEL OF SANE SITE SHALL ff EPDXY AYWR13D TO A DEPTH OF U BAR DIAL 6. 5115E. SHALL BE air LEAVINS A HNMN OF 95 BAR XH FOR LIP SPLIGHS OF NEAP REINFORC34W.. HE B. HEN DC81119 TEN 5AR5 NEXT TO FJ05TRH6 MPS, ICAE_ SHALL IRE DRILLED A KK OF 2- MART FROM THE EASTe15 BARS. CAM SHALL BE TAKEN TO GRILL PARALLEL TO RE EWSTK6 STEEL TO PREVENT 5PALLN6 OF THE CONCRETE. ORLED HOLM SHALL BE PER TIE FASTENER HAIFACBRERS SIMFICATILN5 AND FILLED HTH EPDXY. HEH DO85 SHALL BE INSERTED TO THE PILL DEPIIL 4 GOAT ALL E1POES) FEW EARS HM CORROSION IS IBITOR PRIOR TO PL.ACM 18iGONCREIE 10. CONCRETE REPAIR PROOIIGTS SHALL BE AS PER SPECS. IL ALL CONCEIE DEMOLITION SHALL 1 E N ACCORDANCE HTN THE RECOFIBOATIOS OF THE NIE RATIONAL C°NCEIE TRE'AR NSTIIIIIE CONCRETE REPAIR PRODUCTS I. CONCRETE REPAIR MATERIALS SHALL EE KAN.FACTIRED BY MA OR BASF &OdBd.Y RA51ER BULDE S, NCJ All. PFDPREP RY HATUMS SHALL 13E AEA.® N STRICT ACCORDANCE NTH TIE ~ArTIRERS SPECIFICATIONS. HERE THE MANFArILRES NSTRK.TIOLri GOFiICT YNH THIS SPECIFICATION, THE CONTRACTOR SHALL ERM RICH CONiICTS TO THE ATIE TION OF THE OH FE R PRIOR 70 THE APPLICATION. All. HATMA_ DIAL BE FROM A 5RL4E MANFAGTil 2 TO AMIRE 00WAT®l1TY, H1CI6 AND MTC INS OF VARIOUS PRODILCTS FRRO14 Mi3OC NA IFArTLIRE 5 5 NOT ALLOND NTHOIT PRIOR APPROVAL THE FOLLOGIG RROaICT5 SHALL BE WED AS 0154RIEEID N THIS SPECIFICATION 3. STRGIURAL REPAIR MORTARS A HORIZOUAL SMACK %KA 2JI OR APPROVED EIVL B. VERTICAL%IFACES SNA 211 OR APPROVED FCAAL C. OJHdfAD SLWAC45 WA 211 OR APPROVED EaK D. ODARO<.AON INIBITCR 51KA FB406AW W3 4. THE FOlOiN6 FROMTS SHALL BE ISM AS DESCRIBED N THIS SPECFiCATICH. a ETAS COAT - W ASAD 19DWAT (2) COFUIE RI, POLYN1Et41OWED, NATERFROCF, CEHENr BASE) COATING SYSTEM b. TOP COAT - SIKAGMD FIEYGOAT ATG SINGLE Goff0ENT. HATEiR$46M. ACRYLIC TOP COAT a COLOR AD TEJTLPE SELECTED BYOIHt 5. PROVIDE A CIMIFEt 57RP OF W4 SEALANT AMIND FBNETER AT ALL FLOOR SL.ABMIALL.LOK S I AT DOOR STEP NEFE ANY COWMIE REPAIRS HEFE MADE 6. STUCCO REPAIR SHALL BE A VDL THO COAT MASONRY C88RMAD NXRFE AT 63 RATIO K ACCOWAWE NTH THE PORRAD CEENT ASSOCIATION TORILAND CEENLF(S =)NANW- A FORBAD C881F K ACCAWAIICE PITH ASTH CIS B. MASORY CEM31r R ACCORDANCE PM A6rM CAI C. ALL ED6E5 SNAIL BE WAND 571W-C HM W SETA. BEADS SURFACE PREPARATION I. HORIZONTAL 9.FFACES A GIP Wr LOOSE CONCRETE HTHN THE KARW AW-46 AND DETERI M DEPTH OF R EI FORCINS STf$_ SM air AROI D P84PE W OF THE REPAIR N A FEGTAN%.LAR PATTERN TO A DEPTH OF A W INCH OR LESS TO AVOID CUMNS TIE STEEL a F@I°VE THE C=;ME NTHIN THE SAN GIT AREA NTH HAD GIFTHtTO E*05E THE CORRODED RE FV;!CW STEEL AND TO F04M FRACTURED OR LWOUD CONCRETE IN ACCORDANCE HTH TIE FEZO 43VATIM FROH VFW. CRP S WAGE5 TO OBTAIN A %BEIGE RGLO ESS PRCFI E OF VB RY21(M). HERE ACTIVE BAR CORROSION 5 POND CONTINE CNPPM TO A DEPTH OF 3/4 INCH MN CLEARANCE tELOH CCRDOED BARS. MAKE ADDITIONAL SM CUTS AND GIP AS REGUR+ED TO EXPAND THE REPAIR AREA 01WIIVBY YWv2 THE 00FRO. ICH FOR APFRO/HATE.Y 6 INCHES EtYOW All. ACTIVE CORROSION. 1 a BAR CORDSION 5 LME? TO 110144AL HILL SCALE NO SIFFACE OXIDATION AD LESS THIAi V2 OF THE BAR DIAFETHR 5 EXPOSED HTI1 RENAH16 COfH REM RLLY BOO®, LNXFZM%TIE BAR 5 NOT REOWRM. P TIE BMW OF CONCRETE DMAa EXIEWS BEYOO TIE ESTIMATED AREA NOTIFY TIE OWNER OR EH6REHt 15MOE PROC EDW. 2 NUMCA L AND OVERHEAD SIRFICL5 A VERTICAL AD OVERHEAD SMAC45 SIWl BE PREPARED N A SMM MNE R TO HORIZONTAL SURFACES DEWRIEW N R�AA THE CONTRACTOR SHALL VERIFY TIE NOW OF COHIOETE COVER OVER RE FORCEW 57M AND SHALL rR81I,E THE DEPTH OF 54W0IrTRL ACCODMY TO AVOID 01171115 ANY SAL. 3. RFEDIATELY AFTER CLF.AIIN6 AD REPlACBBR OF REINFORCM STEEL, APPLY THO COATS OF CORROSION RIIBITQt PER W WFACTUSiS SPECFSCATIOfS. CONCRETE PLACEMENT I. RbTAL FORRFORK A5 RREGURED FOR EDGE AND MIL. DEPTH REARS FOR4MORK SHALL BE SLURRED AS NECESSARY AND FORTIS SHALL RERAN N RICE A MNH14 OF 14 DAYS. 2 ESOID THE REPAIR HATHUA_ TO THE PREPARED AREA HM ONE OF THE F OLLOH M MErim. A APPLY BODING AGENT TO THE PREPARED CONCRETE SWAM AC40FWM TO THE MANFACTUSt5 ISIRICTIORL. E. PRESOAK %BORATE TO A SAUMTED %RFACE DRY CO U IRON HTH W STADN6 HATER APPLY A DO NOT REIEPER THIS BOLD COAT. 3. 1115C4WCAL MIENS 5 FECU411EIVED HINT THE USE OF A SiON SPEED GRILL AND A JHUR TYPE FF1ID. 4. APPLY FlES MORTAR OR READY NIX CONCRETE TO TIE BOND COAT. PLACE REPAIR MOREAR ALCOFDINB TO HANFACTIi895 R EC.OMF80ATION5. 5. EVAPORATION RETAR12M METE RAPID WRFACE EVAPORATION MAY OC49 N HOE, HNOY COOIIIONS APPLY SPECIFIED EVAPORATION RETARDER ACCODN6 TO WWFACTUSLS REOCI+E" & 6. FIISIM COFLEIED REPAIR SUMAC. S SHOUD BE STR IGW THE AND HATGI FASTING PROFILE. DO NOT OVER PORK THE %RFACE. T. AFTER APPLKATION 5 COMPLETED AND REPAIR MATERIAL HAS EU FICBRLY SET 50 R150IDIR5 HILL Nor DANVEE If, RESOD PATCHED AREA TO ROM PROPER BMW OF TIE REPAIR 14ATOWL B. ALL REPAIRED SLIWAOS MIST EE CRiRED FOR A MMHI4 OF 5 DAYS POST TENSIONED CONCRETE I. FEFHt TO THE POST-TM10HR INSTIME FED PROCEDURES MANML FOR IIEO ED SINS E STRAND TEADM FOR SEWFKATICI5. 2 ALL J.AB 7EDCH5 FILL CONSIST OF TIE LH-190I10ED TYPEa AD SHALL HE 710 K51 LOH RELAXATION STRAND I = AW SI1RE551116 BIDS SEAL HAVE C41WMM PROTECTION A5 EHEILI 3 HER PROTECTION CAPS. 06APSI.ATW SY5 3. PROFILE DIMBEROS SIWl MATCH THE SWIMS FIFE STRAND AND CROSS YLTIONI. 4. TIE STRFS61N6 OF THE %DAIS TENONS MAY C4MF81rE HEEL COMM TEST GYLW R5 INDICATE THAT A NHMN COMPRESGNE STREW NTH OF 3000 PSI HAS BEEN ACHIEVED. 5. PROVIDE CONCRETE TEST REPORTS PRIOR TO STRESSING CABLES 6. ALL POST TEEM CABLES SHALL SE BARED EiY A POST TENSOR 715CHNIU N CERTIFIED BY PTL CERTIFICATE SHALL EE SIBMITTED. AVOID CONPLEL REPAIR COFOMY06 SRPLFY %UPFS AND E LKHAYE FLAWS R=LRI:LY_L��1:1�LLT3 iC•]:Mctx•7;' :i'� JOB NAAE: OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS Consulting Structural Engineer NORTH BUILDING 203037th Avenue 4250 NORTH HIGHWAY Al FT. PIERCE, FLORIDA Vero Beach Florida 32960 Phone: 772.569a257 Tax:'n4s69.Aom ;", TITLE: SPECIFICATIONS CUT PARALLEL OR PERPEDKam TO SLAB EDGES I YNUS BLAB IN PLAN - - SCALE VY = I'4 DATE: 8/ 1 / 17 JOB NO. 16-175A DRAWN By: TR CHECKED BY: ML SHEET NO: SP-1 OF 2 SHEETS DESIGN LOAD CRITER •_ DEEM LOADS PER THE FLORIDA BULDING CODE, 511H EDITION ROOF DEAD WA BALCONY ROM LOADS W PSF K NF 40 PSF �md1 ]MPH RF20Fr SCANNED w11 n BY RCVS St. Lucie County 561 P5F END WHE 515 NTIN A DISTANCE OF (a) = 6.0 Fr FROM ELDO C0005. SCOPE OF WORK I. SCALE O' PICK 5 UHTED TO THE R3'AIR OF CONCRETE LSNZW SLR M 2 AL FDRC SHALL BE NSPECTED BY THE EISRE R OF TRFLOD I GIANTTTFS VERIPED PRIOR TO CONCRETE RX.E E NTi. 3. C.ONTRICTOt SHALL NOTIFY M. 916RF RNIS FOR ALL TIREMC D RSPWTIGL A 1,110104 OF 24 WII5 PRIOR TO [REFECTION. STRUCTURAL NOTES I. CONTRACTORSHALL VERIFY ALL ORMEEIONS N TIE RED AND NOTIFY TIE EN6IEHt OF ANY OSGREPANCE$ PRIOR TO COI6,11WTICN 2 ALL CONSTRICTION SNAIL ISE ELY.ED NO SHORED BY THE COIRFRACTOR AS FEGIRRED TO SAFELY PERFORI THE NOW, CONCRETE I. LO CRETE NOW SHALL BE N ACCORDANCE HTIR THE FOLLOYQL, ALI 3O'SKGFICATIOF5 FOR STRICTIRAL CONCRETE FOR EUIDRW LATt5T 8ZTION ACV. 30 E ULDIN6 MADE RREWREHEM FOR STRICTURAL CONCRETE. ICRJ. INTSOATIONA. CONCRETE F&AR INSTITUTE, LATEST EVITKTR 2 READY Nl® CANREIE STREWTH SHALL BE AS FOL [AfY SAW PSI 2D DAY CV+FE NE STRENGTH W 5IJCA-PINE 5LLIP 5' t l' DG COR05M Ifl®HTOR (4 6A PER CI. YD1 WC RATIO 05 MAXI 3. CONCFEIE SHALL. EE TESTED N ACCORDANCE NTH ASTM Cn A M4MIM OF (51 TEST CYLINDERS S SHALL EE TAKEN FOR EACH 100 CU YDS OF Fag HRH ADDITIONAL 5ET5 FOR EVERY 50 cu YD5 OF FOR. MWE 5 SHALL IE TBTW AS FOL OWm I II 3 DAYS I t1 T DAYS 2 0 2D DAYS I . 56 DAYS IF THE HNMRf STF86M 5 NOT NET N 28 DAYS) REINFORCING STEEL 1. ALL IREMORGN6 STEEL SHALL BE N ACCORDANCE NTH A6TH A65 GRADE 60. 2 ALL BARS SHALL BE COATED HIN A COR GERM QKWM 3. SIPURT BARS AW BIDS OF HAN REI FORCRL EARS MALL NOT EXTEND MORE. THAN 1'-6' PAST OTTER MOST OAIR OF %.FPORT BAR 4. RERFORCM GUNS SHALL SE PLASTIC, HMWORROSIOR BAR %PPORT D. RE t4RRUl1 CO C ETE COVIERAEE SHALL BE A5 FO.LOWx EXPOSE) TO WEATHER I W NSa 6. PROVIDE 90 LAP SUM AT ALL NTSEWTIOHL. T. REtFOPLIN6 SHALL BE LAFiID SLICED AW TIED HIFI THE FOLLOHNi HMMF6 14 .24DIS, (q .�0 30.NP � � O B� 16, 36 M 5 5 - RLVISIONS; DATE: This drawing and design as shown is R 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- , men6 and may be subject to legal action by ML Engtnoaring, Inc. F.)BSTINS RAILM TO BE — REMOVED t REINSTALLED W NEli POST BASE RATE N3i 4x4d/4 ALLY. BASE PL HBDED TO EXIST POST W NEW PRO-TECT FASTENER SY5TEK V44) STAINLESS STEB ANCHORS W CAP 4 SLEEVES IN URETHANE FILLED HOLES NOTES, L REFIOVE PORTION OF E375TINS RALN6 POST 043MUW IN SLAQ 2 CLEAN CORED HOLE OF AL DEBRIS t CRalf NTH REPAIR FIORTAR A5 PER SPECIE, 3. RBfSTALL HANDRAIL W HMPEOP SURFACE MOUNT POST BASE AS PER PETAL. ED5TIN5 RAILRU TO BE — F040VTD / REINSTALLED W IEi POST BASE PLATE HANDRAIL POST DETAILS ew AUKELSE R. WNH PR04ELT FASTEIM SY57EK IWO STABEEBS STD MOM W CAP 1 SLEEVES N UEI)WE FILLED HOLES :i FASTENE50 AL F05T EIASE5 SLAB EDGE TO BE REMOVED R REPLACED AS FIR SPFLS LONIRALTOR TO M3W LOCATION OF PT CABLE PRIOR TO rEPARNS EDGE a BALCONY EDGE REPAIR mm NT5. L SEE DETAIL RFSAIDINS P/r GABLE LPOAIE Pr CABLES AND CHIP QR SECTION OF CCINC, TO IISERr LOCK o f TO CABLE 2LV MN 21 MIX. n EISTINS IiALLONT Y.AB Pl./STIG TUBE W HEN T YN7HLI1 TUB CNL FM • SEFATH 215a24'MN BRSTINS BARri POST TENSION LOCK OFF REPAIR NOTES, NT5. L LOCK OFF EAST I-HRE 57MV PT CABLE 2 PE -STRESS Fr CABLE 3. FE-51fE% Pr CABLE AFTER CM. REPAIRS ARE COW ET®!AMN OF 3000 PSI S ACHEVED. I ,r _ ENGINEERING, INC. JOB NAME: OCEAN HARBOR SOUTH CONDO — BALCONY REPAIRS NORTH BUILDING 4250 NORTH HIGHWAY Al FT. PIERCE, FLORIDA ISSUE DATE: 8/1 /17 REVISIONS: ' ( � ' 1 1 DAIE: � This tlrowing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing. or any cement therein, without express consentte, may or constitute an Infringe - then/, and may be subject to legal action ment,is prohibited, may be constitute an lacs by ML Englnoaring, Inc. JOB NO 16-175A Consulting Structural .Engineer 203037th Avenue Vero Beach, Florida 32960. Phone: 772.569:1257 Ia..c 72s69.ao45' DRAWN BY: TR CHECKED BY: M LYIL Tlae: DETAILS SHEET NO: SP-2 OF 2 SHEETS