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Home My WebLink AboutPLANS•I• 1 •�T f x ,� qr5.; tx 1L. Ai SCANNED BY St. Lucie Countv THMMS PLANS AND ALL PPOPOSUD IVM, ARE SUBJECT TO ANY COMEG T IONS REQUIRED BY FIELD INSPEC71ORS THAT MAY BE NECESSARY IN ORDER, TO C01 tTV WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANrXi DATE MUST BE KEPT ON SOB OR NO INSPECTION WILL BE MADE KEY PLAN NORTH BUILDING NO. OF UNITS UNIT NUMBER SOUTH 4 209, 410, 411, & 809 SEAL INDEX SHEET DESCRIPTION 81 PLAN SUMMARY S2 SUMMARY OF QUANTITIES 83-SB INSPECTION SURVEYS 1,V SPA SPECIFICATIONS SP-2 DETAILS MICNAELA LM P.E. FLORIM REG. 047520 JOB ISSUE DATE: 7/7/16 NA MF: This drawing and design as shl n isINEERING, JOB NO. 16-175 'ENGINC OCEAN HARBOR SOUTH the property of ML Engineering, Inc. Reproduction onaror use of ids drawing Consdmg Structural Engineers; SOUTH BLDG. BALCONY REPAIRS armyaanient therein wimaut expraa CM" BY TR CHKI(EDBY: 203037th Avenue ^ 4200 N. HWYAIA FT. PIERCE, FL Isprohlbit °sent or mw'..seiiaia`nium°s, Vero beach, Florida 329M k hurit. and may be Subiacl to I'd action 1 IL ITILE: KEY PLAN SHEET NO: floc772.569.1267 F=772559A,11,q by ML En01nssanno. Inc. S-1 Of 6 SHEET SUMMARY OF ESTIMATED QUANTITIES ITEM LEGEND REPAIR QUANTITIES UNIT PRICE AMOUNT I ® ED6E POUR - I FT. x 0.41-1 FT. (5') x 21 FT. q $ XV. FT. $ 2 SURFAGE/GOLUMN SPALL 31 s lor. /5a. FT. s 3 CEILING SPALLS 20 $ 1W.W /50. FT. $ 4 Q CORE MOUNT RAILING POST POCKET REPAIR 25 $ 00 EA $ G 5 TEMP. WEATHER BARRIERS W H16H x 10' WIDE) 2 It EA. $ 69Q Od `b P/T CABLE LOCK OFF/ DE -STREW RE-6TRE55 3 s /4xEA. s 3 T P/T CABLE REPAIR NONE $ EA. s ' 8 REMOVE t REINSTALL HANDRAILS b0 D� /LIN FT. $ �SCYi,O) q REMOVE E REINSTALL HIRRIGANE,5H1TfHt5 70 4 asOO A -IN FT. $ 10 DECORATIVE TOPPING, WATERPROOFING A SEALANT ® REPAIRS 50 s '1as � Fr. ' II STUCCO REPAIR 0 BALCONY ED6ES 0 REPAIRS 15 $/S-� /5f2. FT. $ �fO� 12 STUCCO REPAIR ® REPAIRED COUH*4AUJGEILING 21 $ /50. FT. $ TOTAL PRICE : 3 /P4 Y10 3V Rl, JOB MIA "": / /7/1 V wc' OCEAN HARBOR SOUTH JOB NO. 16-175 jineer.: SOUTH BLDG. BALCONY REPAIRS 4200 N. HWYAIA FT. PIERCE, FL DRA4N�` TR 559 I S lIM: SMEI NO: SUMMARY OF QUANTITIES S-2 SHEET MICHAELA ILE, P.E. FL°RI°AREG.M47., This drawing and design as shown Is the properly at MIL Engineering. Inc. Reproduction ando, use of this drawing or any content therein, without express consent or permission of this company Is erohlblted may constlMe an Mftlh e- m nl, and may be subleot to I,d action by ML Engineering. Inc. =2•-r ALUK RAfl1N6 4LRL Fr. 4LK FT. SO. FT. 4 52 FT. 0 l 3 SM FT. 25R. FT. 2- Y UNIT #209 5GALE: IV = I'-O' =4 _ ■ FIELD NOTES: I. EXISTING NURRIGANE %un-ER5 TO E E REMOVED AND RE -INSTALLED AFTER REPAIRS 2. REPAIR LORE MOUNT RAILING POSTS S RE -INSTALL GUARDRAILS W/ SURFACE MOUNT5 I� y4A6 .. :mod F MICHFFLANLVIE. P.E. FLORIDA REG.#47520 OB ISSUE [All:'] -] x 1 U //7/16 This tlrawln, and sh algn as shown is me NO. 16-175 UrAdENGINEERING',INC,: P OCEAN HARBOR. SOUTH SOUTH BLDG. BALCONY REPAIRS the propeMofMLEngineering. Inc. Reproauclion ondlor use of this d,owing or any content therein without express Consuning.Shueturol Engiieer- DRAWN By: C16QQDBy: TR k� aS. 20303Ah AVeDUO 4200 N. HWY AIA FT. PIERCE, FL consent or peaniszlon of this company prohibited. mw coruMtute an lnshn,i ..c Vero Beam Floriao 32M men,. and may be subject to legal Oman ME: INSPECTION SURVEY 44 SHEET NO: S-J Of 6 SHEET . PUMe•A2.559J25] fan 772.Mo.a',nv �. 6 L. by MIL Englnearing. Inc. bW UNIT 0410 JL 5GALE: IV = II-0- ■ v ■ ROIBIMR .#47520 .. $.5 JOB NAME: MUE DAM 7I7I1 6 , This and design a„pawn ENGINEERING, INC ; OCEAN HARBOR SOUTH the propeng properlyof MIL. �D:a of misaowl �s JOB NO. e. CoitSuHitig 5huctuml En Irieer ' 9 SOUTH BLDG. BALCONY REPAIRS 16-175 Rep on o7 any content theielnwnbout express Dw wN By: TR cxc DBy: e * a o. 203037th Avenue >" . 4200 N. HWY Al FT. PIERCE, FL consent or permission of this company Izpronlbnea,mwcanrnnneanlmm�ge- +"+*' Veto B¢Ocll FI0110032stw �, ment. and mT/ Ca 5u0lecl to legal action aAaneJ725A9.1257 Tac 772569d541 „ ME: INSPECTION SURVEY SHEETNO: S-4 OF 6 SHEET IOV ML En9inaarin9• Inc. UNIT 0411 jb SCALE: 1/8' = NO, GORE MW RAILING POST REPAIR ■ :I • ... FIELD NOTES: I. EA57W SLIDING GLASS DOORS TO BE REMOVED AND RE -INSTALLED AFTER REPAIRS ILRM uOry ABCWEL A, WE. P.E. FLORIDA MG.•47520 ��q 1 6ENGINEERING, INC. NAME: OB OCEAN HARBOR SOUTH SOUTH BLDG. BALCONY REPAIRS 4200 N. HWY Al FT. PIERCE, FL -1 L UEDAR: //7/16 Metl<�^g end design "Sma«n Inc. Engineering,areg mepropeM"FML andfat use of this Reproduction l th.. .O.Mou 0m,. of me ""'lane memm, w"nout mpm4s ny bo mm�e°eav cennim�e cn irons mer"mW mw be mCled m legal «tan by ML Englnaetlng, Inc. LL JOB NO. 1V-175 Consulting Structural Engineer 203037th Avenue.. Vero Beach.. notlEo 32960 1 n"nei772.550.1357 F"c 9]2.559.404r °FAWN a` TR `"" D is °1u' INSPECTION SURVEY SHEfFNO: S-5 of 6 SHEET CONCRETE REPAIR 1. SWOUT ARLUO THE PHUHIETER OF THE AREA TO BE REPAIRED IN A FWTANFA.AR PATTERN OAI5 SHALL BE MADE FARAIM OR PEFBDKU.AR TO ME SAES ED6E5 AS PER THE DETAILS SHONK DO NOT CUT` ANY EXISTNS REWOMMS STEEL. IF STEEL 15 ENCOUNTERED REDWE THE DEPTH OF OUT AS FMXRED. 2 REMOVE ALL FRACTURE) L005E AND ULORD CONCRETE. CHIP SURFACES TO OBTAIN A SURFACE ROASRErb OF V4' (t: Vb') PREPARE THE AREA 50 THAT TIE SIDES ARE VB",AL AND LEVEL 3. 1 a ACTIVE CORROSION 15 FORD, CONNTINE CHIFPRK TO A DEPTH OF 3/4' AAOUD RERFORCINS. 4. IF ACTIVE CORROSION OR UEOID OR FRACTURED C0CRE7E EXTENDS BEYOND TIE SAW Off AREA, EMBD THE REPAIR AREA AS REW ED TO RXLWE ALL ACTIVE CORROSION AND R♦>L1.1D CONCRETE. 5. EXISTD5 REDF. BARS SHALL BE POTHER TOOL CLEANED OF ALL SCALE AND F75T. BARS ARE TO BE REPLACED IF E)Q®RS 61ZEATBZ THAN A 20%LOSS O CRO95 SECTION NTH A BAR OF SAHE 517E AND LAP OF 35 BAR DIM OR IF LAP SSLICDK 5 NOT P055®lE A DOHS OF WE 50 SHALL BE EPDXY AWAI ED TO A DEPTH OF 12 BAR DIAHL 6. ALL BMW REI FORONIS 57EEL HIGH CAN BE FEIMOVED BY KID AFTER CONCRETE DBAOLTTION 5 CONFLETFD SHALL BE REPLACED NTH 04 90R5 OF SAME DWE7ER AND SPACN6 AS.TE ORISNAL STEEL 7. HERE TEF AL@ENT 5 NECESSARY TIE EX5TG REINFORCING STD SHALL BE arr LEAVNS A mrAm O. 35 BAR DIAHETEfS EXTE DINS OUT FROM TES ND CONCRETE TO ALLOW FOR LAP SRICINS OF NEW RERFORC ENT S. WEN DOYELINS NEW BARS NEXT TO EXFiTNS BARS HOLES %ALL BE MUM A MR OF 2' APARRT FROM THE D25TNS EARS CARE SHALL E3E TARN TO DRILL PARALLEL TO THE EXISTIN5 STEEL TO PREVBIT 5PALLN6 OF THE CONCRETE. DRLED HOLES SHALL BE PER THE FA57DM MANUFACTURERS SPECFKAT05 AND FILLED NTH EPDXY. NEW DOH85 SHALL BE I EEIM TO TIE FILL DEPTH 4. COAT ALL M05M RENT BARS WIN CCIBROWN INNNTOL PRIOR TO R}LINS NEW CONCRETE. 10. CONCRETE REPAIR PRODUCT5 SHALL BE AS PER 5PEC5, IL ALL CONCRETE DB4OITI0N SHALL BE IN ACC WAWE WTH THE RECa4 EDATONS OF 71E INTERNATIONAL CONCRETE REPAIR INSTITUTE CONCRETE REPAIR PRODUCTS L CONCRETE REPAIR PA79LW.5 STALL EE MANIFAC7URV BY SKA OR BASS (FOdBRLY INSTE3R EULDERS INC) ALL PROPRIETARY I4ATBIIA S SHALL BE APPLIED N STRICT ACCORDANCE WTH THE M4TFACTF ERS S'ECFICATIONS, I I 'RE MANFACTU ES I STIWTIOS CONFLICT NTH THE SSELFICATIOJ, THE CONTRACTOR SHALL E RM SM COIiLK,75 TO THE ATTENTION OF TIE DINER PRIOR TO THE APPLILATIOL ALL MATERIAL SHALL BE FROM A SINS E MWIFACTURE R. 2 TO AS51RE COIFATTEEM, WXNS AND MATCW16 OF VARIO S PROOGT5 FROM DIFFERENT WNFACT RER5 5 NOT AUOND 3. STMIURAL WAR MORTARS A HORIZONTAL SUFACEx SKA 211 OR APPROVED EGA. B. VERTICAL SRFACES SKA 211 OR APPROVED EOML C. OVBCEAD SUFAtBS SKA 211 OR APPROVED EG UA-- D. C40RR05VM MIRROR, SKA T 903 4. THE FOlO41N5 PROMT5 SW41 BE USED AS DESCRIBED N THIS SASFKATIO. a. EASE COAT - SKA6AED RFYCOAT W C 1PON W. POLYH R-MODF®, MTER ROOF, CBENT BASED COATN6 SYSTEM b. TOP COAT - EKASAD RFYCOAT ATC SINGLE COMPONENT, HATER-BA5®• ACRYLIC TOP COAT a COLOR AND TEXTURE SELECTED BY.O IE R 5. PROVIDE A GIAMHt 57RF OF NF-I SEALANT AROIRD PE HATER AT ALL FLOOR SLAE M1 JODU5 I AT DOOR STEP HERE ANY CONCRETE REPAIRS HEM MADE 6. 5TKL0 WAR SHALL IE A MR IND COAT M6lSORY C01INN15AND KXIUE AT 63 RATIO IN ACCORDANCE NTH TIE PORT AND CaM ASSOCIATION 4ORTLAND CBIEIT (5X=) MWWUAL.. A PORTLAND COW N ACCORDANCE HTH ASTH CIS B. WUSORY CEiM IN ACCODANCE HTH AST7 CAI C. ALL ID68 SHALL BE NNW 57RX,K HEH W MAL BEADS Mill 7111 CIA 41% P a SURFACE PREPARATION I. HORIZONTAL SURFACES A GIP air LOOSE CON IMIE MOAN TIE MA3ED AREAS AND DE7HWRE DEPTH OF R113 t 015 STEEL SAW CUT ARLIRD PBRIME R OF THE REPAIR N A RECTANMAR PATIENT TO A DEPTH OF A IR NCH OR LESS TO AVOID GRTINS THE STEEL. B. MHtOVE THE CONCRETE HTBN THE SAW OUr AREA WN HAND CHIPPER TO DF05E THE CORRODED FEDFOPLINS 57EEL AND TO R&YNE FRAOTINED OR UBCtW CONCFETE N ACCORDANCE MH TIE REf,OMBDATOHS FROM'ICRI'. CHIP SIR FACES TO OBTAIN A SURFACE RQISHES6 PROFILE OF 1/6 NCH (NAG). NHE ACTIVE BAR CORROSION 15 FORD C,ONTIN.E 0QPF D TO A DEPTH OF 5/4 INCH MIN CHEARANCE SON CORRODED BATS. MAKE ADDITIONAL SW CUTS AND GIP AS FEWRED TO EXPAND THE REPAIR AREA EFFECTIVELY YEAS£ 71E CORROSION FOR APPROXDIATELY 6 DE40 BEYOND ALL ACTIVE CORROSION HUE MR CORROSION 5 LU91ED TO NORUd MLLL SCALE AND SMACE OXIDATION AND LESS THAN Vl OF THE B44 MATER 5 EXPOSED NTH REMAINUNS CCNCfEIE MILY BOATED, UNDERGNTNS THE EAR 5 NOT fEQ)BED. F THE EXTENT OF CONCRETE OAHA6E EXTENDS ELYOD TIE ESTIMATED ARE& NOTIFY TIE ONER OR EN6Ua$t BffQE FROC®N6. 2 VERTICAL AND OVBaEAD SRFALS A VERTICAL AND OVBOEAD SRFA615 SHALL BE PREPARED N A S1mAR 14ANI TO HORIZONTAL EFFACES DESCRIBED N PAR 11E CONTRACTOR SFWl VERIFY TIE AMONT OF CONCRETE COVER OVER REUFORON657EEL AND SINLL REDI.ICE TIE DEPTH OF SWCIUITINS ACW DN6LY TO AVOID 0UrTUK ANY BARS. 3. HIMIMY AFTER a EANNS AND R3LAC@EIT OF RETHPM S STEEL, APPLY 7ND COATS OF CORROSION tNIWOR PER MAN.FACTURSM SWSFICATONN& CONCRETE PLACEMENT I. D15TALL FDNI4ORK AS RE RRED FOR EDGE AD FULL DEPTH fWAIRrx FOFOI4O6' SHALL BE STORED AS NEOF<iARY AND FONTS SKILL REMAIN N RICE A KHMM OF N DAYS 2 BOND THE REPAIR MA78TAL TO 71E PaPARED AREA NTH ONE OF THE FOLLO M HE71OD5 A APPLY BMW A6Bfr TO TIE PREPARED COGE7E SURFACE ACCOTDUI6 TO THE MWIFACTIRSM D57MTM E PRESOAK SEETRATE TO A 5ATRAIED ERFALE DRY CONDITION HTH NO STADMS HATER APPLY A OF THE REPAIR MATERIAL. 3, MCHARCAL MU@Fa 5 RELONEDED WTH THE USE OF A SUCH SPED DNLL AND A JFFLER TYPE PADDLE, OR IN AN APPROPRIATE MORTAR MUD. TYPICAL MXNS TOE 5 3-5 MIWIES. DO NOT ADD MORE HATER THAN 5 RECOMMDED BY TIE MALFACTURER. DO NOT HAUL LONGER THAN 5 MITES, ES, ONLY THAT PORTION OF MATERIAL THAT CAN BE PROPH3Y MIXED WTHIN 10 MIWIES OF APPLICATION S A D BE KXED. 4. APPLY FRESHYMAR OR READY KX CONCRETE TO THE BOND COAT. RACE REPAIR MORTAR KdOW NE TO KWACTURHt5 RECO}EDATIO5. 5. EVAPORATION RETARDBL aft RAPID SURFACE EVAPORATION MAY OWA IN HOT, HIPDY CO XTNOFb APPLY SSELIF® EVAPORATION RETARDER ALLO IPM TO MANFACTURBt5 RELOKEDATDIG 6. FMSRYn CCMFL.ETED WAR 51IFACES SWORD BE STRAWT. TRUE AND MATCH EXI511N9 FROFN.E+. DO NOT OVER IOW THE Sil T. AFTER APPLICATION 5 COM ITID AND REAR MATERIAL HAS 51FFICIENRY SET 50 RSMIDN6 ]HILL NOT DAWiE If, RESCIND PATCHED AREA TO WIRE PROPER BONDINS OF 71E REPAIR MATERIAL 6. ALL REPAIRED SURFACES MIST BE ORM FOR A WNIMM OF 5 DAYS POST TENSIONED CONCRETE I. F03'HR TO THE POST -TENSION I STIME FIELD PROCEDURES MANUAL FOR LMDODED SINGLE STRAND TE DOW, FOR SPECIFICATIONS. 2 AL SLAB TEDO15 ]HILL CONSIST OF THE W-BODED TYPES AND SHALL EE 270 M LOW RELAXATION STRAND. FLIED AD STFEfiM ENDS SHALL HAVE COWDSION PROTECTION A55@HLIS WIN PROTECTION CAPS (BDAPS)W D SYSTEW B PROFILE DMW6 SKILL HATCH TIE EWTIN6 HRE STRAND AND CRO55 SECTION. 4. THE STRE%INS OF THE SLAB TENONS HAY C.OMEY,E HEN CONCRETE TEST CYLINDERS INDICATE THAT A KNIMRM COV ESIVE SIRE NSSIN OF WOO F51 HAS BEEN ACHIEVED. 5 PROVIDE CONCRETE TEST FE OR75 PRIOR TO 5T ESS1K CABLES. 6. ALL POST TENSION CABLES SWl BE REPAIRED BY A POST T06M 7E9II M CERTIFIED Or PR CERTIFICATE SKILL BE SUBMITTED. AVOID CO FLEX FIEPAR COFIORATONSi SRFLFY SAFES AND ELDUNATE SLAMS SURFACE PREPARATION GEOMETRY JOB NAIVE: OCEAN HARBOR 'SOUTH CONDO -BALCONY REPAIRS eerSOUTH BUILDING I:er 4200 NORTH HIGHWAY AlA FT. PIERCE, FLORIDA doai IRE. SPECIFICATIONS CUr PARALLEL OR PERPENDICALAR TO SAB ED60 I 1,110115 SLAB IN PLAN SCALE UT - 1'4' ISSUE DATE: 7/7/1 6 JOB NO. 16-175 DRAWN BY: TR CHECKED BY; 11 AL SHEET NO: SP-1 OF 2 SHEETS DESIGN _ LOAD CRITERIA DE55N LOADS PER THE FLORIDA MM06 CODE, 57H EDITON ROOF LOADS DEAD WA BALCONY FLOOR LOADS DEAD - 65 FSF L 40 f5F DESIST CRITERIA PER ASCE 7 RESION,yy(( _ ULTTH NT. YIN ( Kmd SJ'l H- E ILDINS NEI6K 4120 FT ROOF PITC41 WA RISK CATEGORY II INTERNAL PRESSURE COEFF. = OJO VELOCITY Rom, OR 561 PEP dCANNED BY St. Lucie County END ZONE 5 5 NT IN A DISTANCE OF (d • 60 FT FROM ELD6 CONBLS. SCOPE,OF WORK I. SLOPE O KUM 5 LIMED TO TIE REPAR OF LONCIETE BALCONY SJ.ASS . 2 ALL MIRK SHALL HE DEFECTED BY THE BNSU✓EER OF RECORD I SANBTE5 VERIFIED PRIOR TO CONCRETE PLACE -EH. 3. CONTRACTOR SHALL HOW W ENGINEERPS FOR ALL THRESHOLD DEFECTIONS A KWW OF 24 HOTS PRIOR TO INSPECTION. STRUCTURAL NOTES 1. CONTRACTOR FALL VERIFY ALL DUEiDKa N THE FED AND NOTIFY THE ENODffit OF ANY D504FANCIES PRIOR TO COSIRUCTONL 2 ALL CONST ICTIM SHALL EE BRACED AND SHORED BY THE CONTRACTOR AS REOM W TO SAFELY PEFOM THE NON' CONCRETE I. CONCRETE 14= SHALL BE IN ACCORDANCE WTH THE FOL.LOHNS, ALL 301 `SPECIFICATIONS FOR STRICTRAL CONCRETE FOR WLDDW LATEST EDITION AL130 RLDNS CODE IffWREI8T5 FOR STRLICTLRAL CONCRETE ICRI.'IMBQATONAL CONCRETE REAR IN5TITNE' LATEST EDITION 2 READYMIXEDCOWMMSTRUWMSWl BEASFMLL 5POO P512B DAY 601PFSSIVE STRENGTH W SILICA-FiME SL"Vt I' DG CORROSION MENTOR (4 6A FEZ a. YD) WC RATIO 05 MW 3. CONCRETE SHALL BE TESTED N W,01WA CE NTH ASIM CRY. A I INKH OF IS) TEST CYLI DER5 STALL BE TAKEN FOR EACH 100 LO YIDS OF Par{ MH ADDITIONAL SETS FOR EVERY 50 GU Y05 OF FOR. M. 140135 STALL BE TE57M AS FOLLOWm 1.3 DAYS 1 • T DAYS 2.26 DAYS If 56 DAYS (F THE WNM.M 5TIEN(7IH 5 NOT HET N 26 DAYS) REINFORCING STEEL I. ALL REDFORGNS Sly SHALL 13E IN ACCORDANCE WITH ASTM A65 GRADE 60. 2 ALL BARS SHALL BE COATED WIN A CORROSION MENTOR 3. SIXPORIT BARS AND ENDS OF MAIN FEIKORCN6 BARS SHALL Wr EXTEND MYXE THAN 1- 6-PAST OUTER MST CHAR OF SXNRT BAR 4. REINFORCING GUARS SHALL BE PLASTIC, NONLOR OSION BAR EXPORT S. RE HN IM CONCRETE COVERAGE FALL BE AS FOLLONS, EXPOSED TO HEATER I V2 MS 6. PROJDE 9D DE5T!EE LAP SPLICES AT ALL INTERSECTIONS. 7. REDFORCINS SHALL BE LAPPED SPLICED AND TIED NTH THE FO1DW1,119 WHO,% 64 241NSa 5 30 M 46 36 R5 REVISIONS: DATE: J' This drawing and design as shown is the property of MIL 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- ment, and may be subject to legal action by ML Engineering, Inc. '4 TAM V1501051 TO FLOCK 1 C UNS, 3/B' COX RYLOOD OVER — Vlrfi®18ARM ON EXTERIOR SM ORY OVER LAP PLYHOOD A MR OF 6' PAST EA.l1TB i EXIST. BL/H TO REPAIR LOCK OFF PLATE —\ SEE P.T. FLAIR OETAL EXIST PF CABLE TO BE HIM Pr CABLE LOCKED OFF 1 CUT 20 Pr HOOD RATE R+OVIDE A ODUFLER FA57BED To SLAB / AAH35 • TIE SPLICE W 3A6'4 x3' TAR'.Orb 0 24' OO. TOP I BOTTOM P.T. CABLE REPAIR DETAIL (UNIT 208) NTA NOTES, 1. LOCK OFF EAST PT. CABLE 2 DE-5i P.T. CABLE 2K4571105024.OL.14Ur 3. ADD SPLICE COLPUR W NEW SLEEVED CABLE 4. RE3TTE5B CABLE AFTER WHI LONG. SLAB 5 PoLRED / A ML OF %000 PSI IS, ACHIEVED 5. REPAIR P.T. POCIET AS PER DETAIL I TEMPORARY WEATHER WALL PARTITION SCALE 3A6' = M1O' EXSTBK BstC,OW 264 BFSTDIS BAR', P.T. POCKET REPAIR DETAIL P/T POLIET P/r AWAM RATE WS, NOTES, L DEO AN) REMOVE CONCRETE FROM FOST TENSION POCKETS, 2 CUT Off ANY E4'FSSNE AMOUNT OF POST TENSION CABLE )LTFR1 IV OF END CAP. 3. COAT END OF P05T TENSION CAME WITH CORROSION MENTOR. 4. M51ALL PLASM GREASE FILLED END CAP OVER EXPOSED CABLE BD. 5. PATCH POCKET HM HOWS R IT NON-MTALLC, HIGH 57RBIGTN GROUT. e EXISTING RALMS TO BE — REMOVED 4 REBbTAUEO W HIM POST 6A.E RATE HEN 4x4xV4 ALRi BASE PL HaM TO EAST POST W FEN PRO-TECT FASTEIM SYSIEK 1/4'0 STXM E55 STEEL ANCHORS, W CAP I SLEEVES M LREIVA E FILLED HOLES q NDTM I. WHOVE PORTION OF EXISTBG RALIIG POST EMEOVED M SLAB. 2 CLEAN COPED HOLE OF ALL DBLM 4 6WIT HM RBAR MORTAR AS PER SPECS 3. REINSTALL HANDRAL W I ODFIED SURFACE HOLNf POST BASE AS PER DETAIL. EXISTING RALI S TO M — F04WED 1 REINSTALLED W Nil POST BLASE PLATE EXIST AWN BASE PL W N34 PR6TFLT FA57BER SY51EK V4Y STAMESS, 57EM ANCHORS W CAP 4 SLEEVES M UIETHANE FLIED HOLES tOTErn I. F WAVE HEN PRO-7ECT PASTER36 • ALL R75T BARREL HANDRAIL POST DETAILS N.Ta �EXPOSE AMLOF6' OF NONrCOWt00E0 FEW. SLAB EDGE TO BE R MOVED 1 FERACM A5 FEt SPEC6 CONTRACTOR TO VERIFY LOCATION OF Pr CABLE PRIOR 70 REPAIRING EDGE BALCONY EDGE REPAIR Hi ITS. L SEE DETAIL REEV✓DING P/r CABLE LOCATE PT CABLES AND CHIP QR SECTOR OF CON, TO Vim LOCK OFF TO CASE 2L6 KK TM PLASTID 71.W WFEH N I LAW 6(ZFAf Y14 QW FNTING 4 PPI ASSTO CAP • SWATH 215x2VKH BIRSTMG SAM POST TENSION LOCK OFF REPAIR HOIErx ITS. I. LOCK OFF EXIST T-HRE STRA D Ft CABLE 2. D65TIF56 PT CABLE ' 3. RE-57RLS5 PT CABLE ARM CONC. REPA65 ARE 00HUTED I A WN OF 3000 PSI 5 ALNIEVED. AFTER RE PAR 5 }�EX5T FEW. TO RD" a °a . EXIST SERF. TO REMAINREMAINAIN � e�d . .� SPALLRK ATEA .e ; .n .. . a TO BE REPAIRED EXIST COIAfI - L10HRLllf DST REW. TO BE * 3/4' 4 R7)Et TOOL n INT CLEAN 1 PAEXIST LOfIRODED BARri HCA LIDT EXIST RERF. 3/4' 4 FOHR TOOL b' .. EXPOSE A MIN OF IV CLEAN 1 PAINT BW « OF HON-CORRODED MIIF. GORIZODED BARN SAW Orr AROUND PE I?E OF REPAIR AREA 1 PLUSHEN a WEBSII .. o OF REPAIRA7FA 1 PGLgBI P .. ...4 ED6E5 COLUMN REPAIR DETAIL FITS SURFACE SPALL REPAIR (CEILING SIMILAR) ITS. - ENGINEERING, INC. JOB NAME: OCEAN HARBOR SOUTH CONDO -BALCONY REPAIRS SOUTH BUILDING - 4200 NORTH HIGHWAY Al FT. PIERCE, FLORIDA ISSUE DATE: 7/7/16 REVISIONS: GATE. ` 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 mpan sprohibited, may consent or conston oitutelaolnfringe- ment, and may be subject to legal action by NAL Englnearing, Inc. JOB NO. 16-175 Consulting $TrUGfuFgl Engineer 203037th Avenue Vero Beach Florida 32960 Phone: 772.569.1257 1&'. 772.569.4041 DRAWN BY: TR CHECKED BY: ML HIRE: DETAILS SHEET NO: SP-2 OF 2 SHEETS