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Home My WebLink AboutPLANSIRSVEP, 7�D Irl 11 county :; �'66ulw ,D IF I D PA, —KEY PLAN BUILDING NO. OF UNITS UNIT NUMBER NORTH 6 108, 208, 308, 801, & 901 SEAL INDEX SHEET DESCRIPTION Sl KEY PLAN 82 S3-S7 SUMMARY OF QUANTITIES INSPECTION SURVEYS SP-1 SPECIFICATIONS SP-2 DETAILS ENGNERNG ' ENGINEERING, INC. FMIE: OCEAN HARBOR CONDO'S NORTH BLDG. BALCONY REPAIRS 4250 N. HWY Al A FT. PIERCE, FL ISSUE DATE: 6/8/15 ThIs xl� -1. 6 -no -n ".,.L 'n". Re roducliononeVoruse . ... enceln. or Pny content lheroln. wilhOut express consent ce perr�lcsTon of This com�ny Is prohTelled. may comfilure an lnfrlrg� �y ML EnVlne,x,rlrsV. Inc,. JOB NO. 15-175 LMonsulting Structural EnginEmft 0 0 nu �WT2030 37th Avenue Vero Boach. Florldo 329M) EHen. Phen 7,2 69 , 2�7 x a! M.569.1257 Fox I 772.569AU'v, DRAWN B CHKnD BY. Y' TR TRUE: KEY PLAN SHEET NO. S-1 OF 7 SHEET -1 - N SUMMARY OF ESTIMATED OUANTITIES ITEM LEGEND REPAIR QUANTITIES UNIT PRICE AMOUNT I EDSE POLIR - I Fr. x 0.41-1 FT. W) x 61 FT. 26 $ lu. FT. s 2 O�D WAGEIGOL" 5PALL 2q $ /50. FT. $ 3 (22D CEILINS 5PALL5 2 $ /50. FT. s 4 ro-1 WAGE ANCHOR RAILIN& POST 46 $ EA. $ 5 0 CORE MOW RAILINS POST POCKET REPAIR 26 $ EA. $ b TEMP. WATHER BARRIERS WH161-1 x IO'WIDW 1 $ EA. s -1 P/r CABLE LO(K OFF/ DE-STRE55/ RE-STFZE55 213 $ EA. s B, REMOVE 4 REINSTALL HARVAILS, 214 $ WN Fr. $ cl DECORATIVE TOPPRO, WATERPROOFINS 4 SEALANT @ REPAIRS qO $ /W. FT. $ 10 1 SUICCO REPAIR @ BAL( ONT' EI?6E5 @ REPAIRS 25 $ Fr. s 11 SU460 REPAIR @ REPAIRED GOLUMWKAWrEIL[Nr7 20 $ FT. s 12 SCREEN EZL05M To BE REMOVED 4 REPLACED 1 54 $ A.IN Fr. ENGINEERING, IN OCEAN HARBOR CONDO'S Cohsult[ng Structural Englne r NOF TH BLDG. BALCOW REPAIRS 2030 37th ',=n'2"' , 4250 N. HWY AIA FT. PIERCE, FL Vero Beach, Ph.; 772.56?.1267 F. 772.S69.041 SUMMARY OF QUANTITIES TOTAL PRICE v S I 6/8/15 JOB W. 15-175 DRAM By' TR CHECKED SfrEgmo: eeeeee S-2 7 of W. dv�hrr, nd d.rd,rr as Ph. n h, the properly of PAL EngIneed.g7th.. Reproduction andlor � ofthtr dr�lhg or ah, conlent 1hembr. withoul eMiess Con.oM or ,e.1W.n of thh, ...p.hy , .11bRed. nnw ch�112W. On thfifirtrge- .1. no --v behubloW to ogd ff. loy ML EMgln,oerring. ln�. 1231--2" UNIT #108 TL SGALE: ]/&"= P-02 Ne�7 LEew REPAIR QUANTITIES TOTAL BALCONY AREA Z15 so. Fr. EME FOUR NbNE LIN. Fr. SURFACE10OL" SPALL 1 50. FT. GEILIW SPALLS NONE SG. Fr. %WME A%IM RAILI% POST CORE MOM RAILI% P05T REPAIR NNONEE NO. i�� FIELD NOTES: F0 I L COPY 1. EXISTM BALOONY 15 ML05M WITH SCREEN Wit A 16' KICK PLATE TO BE REMOVED AND REPLACED J M.P.E. ;. #47520 ENGINEERING, INC. JOB OCEAN HARBOR CONDO'S NORTH BLDG. BALCONY REPAIRS 4250 N. HWY Al A FT. PIERCE, FL MUE Mn: 6/8/15 I This cha�lng and design as fh.n is the prapsnTV of MIL Ern,fhasnin, In.. Reproduclon onsSor use of this dronvinQ or any content therein, without extoress consent or p..lal.n of this ...,00.y is F.1111bit.d. av ..nftiM. an lnfrfr,� JOB NO. 15-175 Consulting Structural EnginEw, 2030 37th Avenue ""m By" TR "N""' By' Vem Beach, Florida 329W t.Z7d � � wbleal to legal acter, Phono: 772.569-1257 Fox 772,569.4041 Tm: INSPECTION SURVEY SHE" NO: S-3 OF 7 SHEET =1 L Ef_s0Ir-%..rIxsg. i 23L2" a 9 C5 EMSMAUK pAll.116 IT2 1,11K Fr. 2 LDL Fr. 2 LrK Fl"11 2 Sa Fr. 5011ml UNIT 0208 Th 5GALE: ]/&'= I'-0' %Z LESW REPAIR CA)AMTIE5 TIDTAL BALCAM AREA m 50. Fr. WISE POUR q LIN. Fr. 02D- SMAGE(GOLUMN 5PALL 14 Si Fr. (2D CEILIN97 SPALL5 2 SG. Fr. Feel 51MACE ANGHOR RAILI% F05T 13 NO. 0 GORE MOINT RAILINS, POST REPAIR NOW NO. R.. M. =;_M. FIELD NOTES: 1. EXISTIN9 I-URRIGANE WTER5 TO BE RE49VW AND RE -INSTALLED AFIER REPAIRS Xk" L X I Lt�' P.E. 'L �G. 047520 M. ENGINE'ERIN G', INC-. JOB NAAHE; OCEAN HARBOR CONDO'S NORTH BLDG. BALCONY REPAIRS B"Em": 618/15 This drawing and deSgn as shown Is the pmpeft, of MIL Engineering, Inc. Recoductlon anWor use of this dinswing or any content therein. with..t ..Pre. JOB NO. 15-175 Consulting structural Engineer DMWN CHEMUDBY. TR 2030 3,7th Avenue Veto Beach, FI.W. 32960 Phone. 772.569.1257 � 772.569.4041 4250 N. HWY A] A FT. PIERCE, FL coreSnti., p-nnIsSion of this comfoany 3 prohb ?So ma, censtifftne an InItIngS- ment. and may be wb1W to Iasi cction lav IVIL 12�olnsa.fi.o. 1�.. INSPECTION SURVEY SHEET NO; S-4 of 7 SHEET i 23L20 J?��2 UNIT 8308 lTb 56ALE: 1/8"1 1 1-0. N.�7 MEMO 54 01 MOM RE. JOB IMIE: ISSUE ME: 6/8/15 ENGINEERING. INC. OCEAN HARBOR CONDO'S JOB NO. This drayiing and design as sho� Is the property of ML Engineering, Inc. 15-175 Reproduction cnaVes use of thIs dr�ing Co suiting Structural Engincer n NORTH BLDG. BALCONY REPAIRS or my content therein. wiThoul express 203037thAvenue 0 w 1 4250 N. HWY Al A FT. PIERCE, FL DRAM CHMUD BY. TR consent or pamssion of the cornice, s wohlbited. May corethuto an ftrftlngs� V.I. Bea.h. Flarida 329W .1 ' and � M s.blect to IW.1 ..fion Ff,cr.772.56q.1257 F.771569,3041 I SPECTIO S INSPECTION SURVEY SHEETNO: S-6 7 lav ML Enqgin�e,rintni, Ina. OF sHm - I UNIT 0801 i 23f-2' Ir 50ALE: Iffi' = 1'-0' REPAIR GVANTITIE5 TOITAL BALCONY AREA 715 so. Fr. EPSE POUR q LIN, FF. SURFArEICOLUMN SPALL 3 50. Fr. CEILIN& SPALL5 NONE 5a Fr. SURFACE AWhIOR RAILIN6 POST 11 NO. CORE MOUNT RAILINS P05T REPAIR 13 NO. FM a is 2. MR. ki A ;Nav all, r. T, �Wlz FIELD NOTES: 1. THERE ARE EXIST1% CORE MOUNTED RAILW POSTS VMS STILL IN SLA13. ALL DWIS SHALL BE GHIPPED OUT. REMOVED AND 5LA13 REPAIRED (TYP x13). -P L M. ENGINEERING, INC. JOB NAME; OCEAN HARBOR CONDO'S NORTH BLDG. BALCONY REPAJRS 4250 N. HWY AlA FT. PIERCE, FL 6/8/15 I � I This drawing o th. property ond design as shown Is I ML Engtheating. Inc. R.p,W..]I.n .,. of IN. dewin, or on, .0W.N1 thool., wim.ul .'ress c ... rit or perrinission of this company Is prohibited. mey construe, an Infifinge- tsv MIL Enoln,se,ring. Inc,. JOB NO. 15-175 =1 Consulting Structural Engln�r 2030 3 7th Avenue V.,0 Bench. Florida 32960 Ffiene.772.569.1257 F=772.669.40sl DIMWN CIrSO(ED BY. TR INSPECTION SURVEY WIEETNO. S-6 OF 7 smu 23L2" UNIT #901 SCALE: IV = P-0' RIt I C14 +1 ISBN W�� m KPL6:90-49j; NMI III IS W1 I "N -. d Sim I I 04pullo I z FIELD NOTES: I. TIERE ARE EXISTIN6 CAORE HOWITE) RAdLINC7 PMTS PEBMS STILL IN SLAB. ALL 15 1 0I)t REMOVE2 AND SLAB REPAIRED (IM x13). VM %W1 BE CH PPED, jim JOB 6/8/15 hLMGI�EERING,Wc.� C OCEAN HARBOR CONDO'S This d,.Ih, end design s sh. Is the pmpertv of ML EngtheerIng. Inc. JOB NO. CcFnsulting Structural Eng1ne* NORTH BLDG. BALCONY REPAIRS 16-176 Rwod�.Ilen nIV., se, of this d,owng .1 my content there, whhW express DMM CHEOI(EDBY. TR I 2030 37th Avenue 0 W 1 4250 N. HWY Al A FT. PIERCE, FL .n,.ni .1 �nhlsslon or 1hrs comcony 4 prohibited. W enstride on hfflng� I Vero Beach, Flogdo 3290 ont, htl tho, too bleof to ka,,of tIction TTUE: Sp CTIO SUP INSPECTION SURVEY SHEET NO� S-7 OF 7 Fho�0:772.569.1257 Fax:772.569.40,1 IOV MIL EnQl�e,,oring, Inc,. SHEET CONCRETE REPAIR 1. SAWAIT AROUND TIE PERIPEriR OF TIE AREA TO BE REPAIRED IN A RECTANSIJLAR PATTERN. CUTS, SHALL BE MADE PARALI.EL OR FUtPENOICULAR TO THE SLAE1 AS PER THE DETAILS SHOW Do HOT OUT ANY EXISTINS REINFORCINS STEEL IF STEM 15 ENCOUNTERED REDUCE THE DEPTH OF CUT AS REQUIRED! 2 IREHOVE ALL FRACTURED!, LOOSE AND UNSOUND CONCRETE. CHIP SURFACES TO OBTAIN A SURFACE ROU&NIMS OF Will W) PREPARE TIE AFFA 50 THAT THE SIDES ARE VERTICAL AND LIEVEL 3 HERE ACTIVE CORROSION 15 FOUND, WRITHE CMW TO A DEPTH OF AWARQUID REDIFORCINS 4 IF ACTIVE CORROSION OR MOUND OR FRACTURED CONCRETE EXTENDS 19EYOIV THE SAW aff ARIE& EXTEND THE IRWASZ AREA AS REQUIRED TO INCLUDE ALL ACTIVE CORROSION AMP UNSOIND CM;EM 5 EASTINS FEW WRS SHALL EE mm Tom CLEANED OF ALL SCALE AND RUST. BARS ARE TO 19E REPLACED IF E*115115 6REAIER THAN A 20% LOSS OF CROSS SMTICIN WITH A BAR OF 591C RE AND LAP OF 35 BAR DIAH OR F LAP SPLICW 155 NOT POSSRE A A DONEL OF SNHE SUE SHALL BE EPDXY AW40W TO A DEPTH OF 12 BAR DIAM 6 ALL EMTINS REINFOPLIND 578L ]WHICH CAN BE REHOPOW BY HAND AFTER CONCRETE DEMOLITION IS, COMPLETED SHALL 13E REPLACED HIM MEN BARS OF SAME ]DIAMETER AV SPAW* AS THE ORMAL STEEL 1. HHERE REPLACEHEINT IS N15CESSARl' THE EXISTRIS REINFORCINS, STER. SHALL 13E CUT LEAV% A HUM OF 35 & DIAMETERS ENTEHOM air FFm THE SOUND WN15RETE TO MICH FOR LAP SPLICING OF NEH RUNFORCEMEN11f. 8. MEN DOWELTHS WIN RAIRS HINT TO EMTIHS, aAR% HOLES SHALL BE MLIJW A HIN. 0: 2' APART ROM THE EXIST I Al;'r. if' I IL COAT ALL EXPO"r REINIF EAR5" CORROSION NUBITOR FRIORTO PLACINS NEW CONCRETE. 10. CONCRETE WAR PROOM75 91ALL 13E AS PER SPECS H. ALL CONDIETE M40LMON SHALL BE III ACCORDANCE MITH TIE RECOMMENDATIONS OF TIE INTERNATIONAL CONCAETE REPAIR INSTITUTE CONCRETE REPAIR PRODUCTS L CONCRETE REPAIR MATMAIS 5HALL 13E WAFACTURED BY BASF ALL PIROMETARY MATERIALS, WILL BE APPLIED IN STRICT ACCORDANCE " THE MANUFACTURERS SPSCIFICATICIE, HHERE THE MAKFACTIFERS INSTRUCTIONS CONPLICT PITH THIS SPECIFICATION, THE COMACTOR SHALL BRM SUCH GONFIZ75 TO TIE ATTENTION OF THE DINNER PRIOR TO THE APPLICATION. ALL MATERIAL SIALL BE FROM A 5INSUE MANUFACTURER. TO A59M COWATIERIJIM MIXING AID MATCHM OF VARIOUS PRODUCTS FROM DIFFERENT MANUFACTURERS, IS HOT ALLOWED MITHOUT PRJOR APPROVAL TIE FOLLORNS, PRODUCTS 51141.1. BE USM AS DESCRIBED IN THE SPECIFICATION. X STRZTURAL REPAR HMAR5. A. HOWMAL SMAGES, SIKA 21 13, VERTICAL SJRFACES� SIXASID 6 OVERHEAD SURFACES, WSHEI V. C40RRO510H DHWOP. SKA FERIROSARD 40 3. TOP COAT SHALL 13E A WA&M FIJEXG0AT COAT5116, INST&LED AS RR MANIF. SPECIFICATIONS I PAINTBD TO PATCH EXETINS 4. PROVIDE A CAAMRER STIRIP OF W-1 SIAILANT AROW PERIHIETER AT ALL MOOR SLAOINALL JOINTS I AT DOOR STEP. 5. STUCCO REPAIR SIALL BE A IQL IND COAT MASONRY CUIEN1,5AND MIXTURE AT 10 RATIO IN ACCORDANCE WITH ME PORTLAND CEME)IT A550CATIDN TORTLAND CMENT W") WRAL A. PORTLAND CDENT III ACCORDANCE HITH AST4 CaO B. HASONRY CEMENT IN ACCORICANCE HITH A57M CA C, ALL SHALL BE 10141) STRIGIC WITH HO METAL BEADS SURFACE PREPARATION L HORIZOWAL SURFACES A CHIP OJT LOOSE CONCRETE WITHIN THE MARKED AREAS RD DETERMINE DEPTH OF REINFOM BE STEEL SAP CUT ApzUNg p9amm OF THE REPAIR IN A RECTANsUAR PATrEM TO A DEPTH OF A U2 MIT OR LE55 TO AVOID C=HS TIE STEEL 06 REMOVE TIE CONCRETE WHIN THE SAW CATT AREA MFTH HAND CHIPPER TO EXPOSE 71E TOP PAT OF FIENFORCRO STEEL AND TO REMOVE FRACTURE) OR UNSORNID COCAFTE. CHIP SURFACES TO OETTAIN A SIRFACE RCUSHNES5 PROFILE OF 116 INCH (AM). HIERE ACTIVE BAR WFIROSION 15 FCUID OR HOW TWJ4 Lt2 OF TIE BAR P1,111HEIIER IS, BMW. WRITHE C411PPINS TO A DEPTH OF 3(4 INCH HIN CLEARANCE BE.01i CORRODED 803a I%KIE ADDITIONAL SAN CUTS AND C40P AS WWRE12 70 EXPAND THE REPAIR AREA EFFECTIVELY 'CHASE' ME CORROSION UNTIL FROPERLY BONDED, BAR r, EXONTERED IF THE EXIENT OF WNCRETE VAPV61! OR BAR HARKED AIREA, NOTIFY ITE CHIM BEFORE PROCaDINS WHERE BAR CORRO51ON 5 LIMITED TO 1110111-K MILL SCALE AND SURFALE OXIDATION AND LESS THAN V2 OF TIE BAR DIAMER 15 EXPOSED HITH RIMM CONCRETE RUY BMW IMPEROUTTINS THE VAR 15 NOT REQUIRED A VERTICAL AND OVERHEAD SURIFACES SHALL BE PREPARED IN A WILAR HAIM TO HORWRIAL 61,1111INS, ANY BAI& 3 IMMEDIATELY ARM CLEARING AID REPLACEMENT OF FEDFORGD19 STEEL, APPLY 7NDCOAT50F REBAR DOWD"' INFIERITOR PER MANUFACTURERS CONCRETE PLACEMENT L INSTALL FORIAPOW AS FMMRIED FOR B06E AID RLL RPM REPAIRS, FORMI'M SHALL BE SHORED AS NECESSARY AID FORH5 SHALL R9,M IN RACE A MINIMUM OF 14 DAY& EDM REPAIRS, IN MESS OF: ONE HALF OF ME L06TH OF THE BAILOW EDM AND ALL RILL WIN SLAIB AID SEAM RIEPAIR5 SIALL BE RE-SHCRED AFTER REPOVAL OF TO" FOR A FERW OF SEVEN ADDITIONAL DAYS. 2 OM THE PERAK MATERIAL TO THE PREPARED AREA NTH ONE OF THE FOLLONINS METHODS. A. APPLY BOHM A60T TO THE PREPARED CONCRETE SURFACE AC44RDM TO THE ]MANUFACTURERS fiETRUcToe, 0 PRIESOAK SUBSTRATE TO A SATURATED SURFACE DRY CONDITION WITH No STANDW KNIER. APPLY A 5LURRr BOND COAT 0: TIE WAR HAIM& TO THE PREPARED AREA WIT11 A STIFF BRISTLE BRIEN OR BROW 00 NOT ALLOW THE 914M TO DRY PRIOR TO INSTALLATION OF 7HE REPAIR MATIERML W HOT WEVIFER IfS BOND CMT 3. WAIANICAL MIKINS 6 RECOMMENDED HIM THE L15E OF A SLON SPEED VRILL AMP A JFFIJER Ti ]HATER THAN 15 FISCOHMENCED BY THE MANUFAGRIPIR 00 NOT 141)(LONSER THAN 5 MINUTES. ONLY MAT PORTION OF MATERIAL THAT CAN BE PROPERLY MIXED WITHIN 10 MINUTES OF APPLICATION SHOW BE MIXED. 4. APPLY RZIES1 MORTAR OR REAVr KX COWMIE TO THE DOW COAT RACE REPAIR HOWAR AGCOROW TO MANUFACIURIERS RIBCOMIENDATIONS. 5. !EVAPORATION RETARDER, 1 0 RAPID SURFACE EVAPORATION K46Y OCCUR IN HOT. Hi GONDITIONS, 6 FINSIM COMPLETED REPAIR SIFFACES SHOULD BE STRAISHT TRUE AID PATC41 BMW PROFILES 00 NOT OVER NORIC RE SURFACE I AFTER APPLICATION Is GOHIPLETED AID WAR MATERIAL HAS SUFFICIENTLY SET 50 FIESOUNDINIS, HILL Ngr PAPAISE IT, RESOUND PATCHED AREA TO REME PROPER BONCNHEB OF TIE WAR MATERIAL 8. ALL WARM SURFACES MST HE CURED FOR A MIMPIUM OF 5 DAYS AVOID COMPM REPAIR GONIF11SWATIC411% SIMPLIFY SHAPIES AM ELIMINATE ISLANDS .SURFACA PREPARATION GEOMETRY SLAS IN PLAN SCALE b7 - It-O' OUT PARALLEL OR PERPENDICULAR TO SLAB ED SEE I POLLS DESIGN LOAD CRITERIA ) '& MM LOAM PER THE FLORIDA BUILDIN5 COVE, MIR EDITION ) BRLONY` FLOOR LOADS PSF -40 PSF a 0-1 120 FT HIA 11 COEFF. i Oil) D Gz 561 PW END ZONE 5 15 MITHRI A DISTANCE OF (a) - 6JO Fr PROP ELPS C414EM SCOPE OF WORK L SCOPE OF NOW 5 LWIED TO THE REPAIR OF C4WJETE BALCONY UAW 2 ALL NOW SHOLL BE INSFEG7ED BY THE ENSI Or WOW AM GIANITTIE5 VERIFIED FROR TO GONCRETE PLACEMENT CMWTOR TO COORDINATE INSPECTION. STRUCTURAL NOTES 1. CORrRACTDR SIALL VSW ALL PMENCHS III THE FIELD AND N0TIFY7HE EWM33Z OF ANY PRIOR TO cownwKi 2 ALL CONSTRUCTION SHALL BE THE CONIIIACTORAS WCUIREVTO SAFELY PBRFCRH THE MOM CONCRETE L COHORETEE 1,M 9MLL BE IN ACCORDANCE HITH THE FOLIJPNNS� ALL W 'SPEGF4ATIONS, FOR 57MIWAL CONCIMIE FOP. BUILDINSEP LATEST ]EDITION. AW. 30 BUILDINS C40DE FM24FM43M FOR 57MTWX CONCREM IM. THERNATIONAL CONCRETE REPAR D151111171TE'LATEST EDITION, 2 READY HIM) CMWrE S7RENSIN SHALL BE AS FOLLONEx SPOO PSI 21) DAY 0014PRESSNE STRIENSTH SL"6'tl' DCl CZMW" INKIERTOR C 0 WC, RATIO 05 MAX? 3. THE HHIMUH OCNDRETE CVV1ERA6E5 SIALL 13E AsFILE CAST ASNIIST EARTH 3 D15 EXPOSED TO HEATHER I IQ Do 4. PROVIDE W DE6REE LAP SPLICES AT ALL 5. RERFoRcm SHALL BE LAPPED SPLICED A 84 24 INS, 45 30 D15 L L JOB WME: OCEAN HARBOR CONDO BALCONY REPAIR ISSUE DATE: 6/8/15 REVISIONS: DATE: BLDG. DEPT COMMENTS 8-19-15 This dratt,,ing and design as shown Is ENGINEERING, INC.' NORTH BUILDING 4250 NORTH HIGHWAY Al A FT. PIERCE, FLORIDA the property of ML Engineering, Inc. Reproduction andtor use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe - I I JOB NO. 15-175 Consulting Structural Engineer 2030-37th Avenue DEPAWN CHECKED BY: By T By' TRE Vero Beach, Florida 32960 Phone� 772.569.1257 IF= 772.569.4041 ment, and may be subject to legal action IDV MIL nC) in��rino. in�. TMX: SPECIFICATIONS SHEET NO: S P_1 0 SP-1 OF 2BY SHEETS 11-V MIN SLA13 ED&E TO BE 1042VED 4 T431AZO AS FER SPECS CONTRACTOR TO VERIFY LOCATION OF FT CABLE Pl� TO FIEPARINS, EDSE L8457M BIALCCIV SLAB HM, BE MAIL W56AFIDW F/T CAME BALCONY EDGE REPAIR R15 FT CAAES CUT SECTION OF CONIC TO 1115527 LOOK OFF TO CAELE 2-V MIN. 2. MIK 11134 AM MATERTIM OK FrITINS, 4 0 SWATH 205 x 24'KH BIRSTINS, BARS, POST TENSION LOCK OFF REPAIR HTS, NOTES� 1. L=OFPMT1-HMSTRANDFrCAElI 2. VE-STIFIESS, PT CAM 3 VE-STFOS FT CABLE AFTER CONC FUA§5 AM COMPLETED AND A MIN Or 3000 PSI 15 ACHIEVED. EAST RAILINS, TO 13E RD474D I REINSTALLED POSTS TO BE MODIFIED Hill BASE PLATE TO BE WACE MOUNTED L FEM79 EASTINS MM 4 POST 2 REM&fi EWST CONCIZETE 4 PLASM SUBVE FIM CORED POCKET 3 CLEAN I PItEPAFIE CORED HOLE 4 6ROLIT MIN REPAIR MORTAR AS PER SIMS 4. IT&INSTALL HANDRAL W MODIFIED %WAGE POST BASE 4 fIE-INSTALL HAIMIL W MODIFIED SIRFACE MOI)NIT POST EASE W SA TAPCO% IN URETHANE FILLED 111CUES, CORE MOUNT RAILING POCKET REPAIR HIS TAPE VISaEEN — TO MAUS, FLOOR AND 081.110 AV WX PLYN= &AR — VISOIJEEHEIARRIERON EKTERIOR SIDE ONLY OM LAP PLYMOOP A MIN OF 6- PAST EASPMEI EIM. BEAM TO IBM FACE OF BLOCK VEYONO 20 PT MOD PLATE FASTENED TO SLAB I JAMS W WV x TIARCONE, AT 24' OL, TOP 4 BOTTOM 205111I)SAT24'OAMAX TEMPORARY WEATHER WALL PARTITION SCALE, am, - P-O' EXIST low EVIND FUISH IV — EURIZOUHM SUFFACE EXIST SLA13 � MVEWArT EMT FEW N=1 L 0 SURFACE SPALL REPAIR (CEILING, SIMILAR), HIS NL ENG'INEERING, INC. ' JOB NME: OCEAN HARBOR CONDO BALCONY REPAIR NORTH BUILDING 4250 NORTH HIGHWAY Al A FT. PIERCE, FLORIDA I ISSUE DATE: 6/8/15 I<, ((. This drawing and design as shown Is the property of IAL Engineering, Inc. Reproduction and/or use of this drowing or any content therein, without express consent or permission of this company Is prohibited. may constitute an Infringe - I JOB NO. 15-175 Consulting Structural Engineer 2030 371h Avenue, DRAWN BY; CHECKED BY. TR Vero Beach, Florida 32960 ment, and may be subject to legal action TITLE: DETAILS SHEET NO: SP-2 OF 2 SHEETS Phone: 772.569.1257 Fax. 772.569.4041 - , I Ky IVIL rnC)Ine��rincg. ln�.