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Home My WebLink AboutPLANSri 00 st p 1A 14 SICANNEE) BY St. Lucie countv Sum* ELEC' T)ATE, "'Lumim. DATI� MSC . DO'E7. am INS C utoy KEY PLAN BUILDING NO. OF UNITS UNIT NUMBER SOUTH 3 309, 1115, & 1216 INDEX SHEET DESCRIPTION 81 KEY PLAN S2 SUMMARY OF QUANTITIES 33-SS INSPECTION SURVEYS SP-11 SPECIFICATIONS SP-2 DETAILS ScAt4NED BY St. Lucie rounW I I P. N"`� E. IL-FIX-luE, 47620 M. ENGINEERING, INC.� JOB NAME: OCEAN HARBOR CONDO'S SOUTH BLDG. BALCONY REPAIRS 4200 N. HWY Al A FT. PIERCE, FL "u" mm; 618/16 %is oft.M., and d.F,n as h.Wh Is Ihe pmpe"V at ML Engineering, Inc. R.plod..floh helf., us. of this deWin, cl anV content %erein. Without express hon.1 or pomission of this com,any P.1,11,11od. May constitute on bffliE� JOB NO. 15-175 ,Cbnsulting Structural Enginev, 2030 37th A�nue DRAWN B CHICICED BY. Y' TR Vem Beach. Flodda 32960 o""'I * and W be, subject 1. leid cerfic -7"1�772.W.1257 Far.772.569.4041' rtu� KEY PLAN SHEET NO: S-1 OF 5 SHEET Em,,pin�,cring. flm�. SUMMARY OF ESTIMATED QUANTITIES ITEM LEGEND REPAIR QUANTITIES UNIT PRICE AMOUNT I EVa POW - I FT. x OArl FT. (5) x 2b FT. 11 $ 10. FT. 2 O�D WAGEIGOL" SPALL 31 $ /W. Fr. 3 (2z� CEILIN59 SPALL5 81 $ /50. Fr. 4 179-1 WACE WHOR RAILIN67 P05T 11 $ EA. 5 0 GORE MM RAILINS PosT Por,�ET REPAIR 0 $ EA. b TEW. MATHER BARRIERS (b'Hl6H x 10'NIPE) NOW $ EA. .7 Prr rABLE LoGK or-F/ PE-5TRE%/ RE-sm;E% q $ EA. b FIVOVE 4 REIN5TALL HARWAIL5 IM $ /LIN Fr. q 0155,0RATIVE TOPPIK NATERPR 00FINry I 5EALANr a REPAIRS bo $ rA. Fr. 10 STUX0 REPAIR @ BALC4CW ED6B @ REIRAIRS 12 $ /50. FT. 11 5nrw REPAIR @ REPAIREP ca&4*%IAWcEILIN9 10 $ rA. Fr. 12 SGREEN EWLO-%VE TO BE REMO VIED 4 FB4,ACED NOW $ /LIN Fr. TOTAL PRICE z 8 W J` ISSUE MIE: �HAEL A. LUE. P.E. FLORIDA REG. #47520 M.ENG'll 1 —E: OCEAN HARBOR CONDOS 0 SOUTH BLDG. BALCONY REPAIRS 4200 N. HWY Al A FT. PIERCE, FL n th. P.Ps,rhe of ML Ehgh.dh , lho' RepsWuollmanc/orussollhisishoM 9 or ort, Content therein, withoW expro " consisnt or pohnission of this com Pory Is iorohlblt�d. W ..hstlM. on lnftln� JOB NO. — 15-175 "nsulting StrIMIS, 1�1 1: 2030 37th Aventm _W. R """N "' TR CHECUDff. Beach. Florida 329M inent, d hori, iss stoloct 1. [Wol ..tbn ,,.h�1.569.1257 Fos,772.569.4041:- tim. Sl SUMMARY OF QUANTITIES SJHEETNO� E.EE'W S-2 OF 5, GtEEr 6V ML EnVincessrino. ln�. 1.231-2' WWI 0 MWI � MM/4 i W, UNIT #309 %ALE: IV= 1'-0' CORE MOUNTRAILIN9 F05T REPAIR P.M] ��"Pv;-511110vm tL� '%S7 � . — FIELD NOTES: 1. EXISTI% 1ARRIGME SWrMR5 TO BE RD40VED AND FE-WALLED AFTER REPAIR5 2. REPAIR GM MOINT RAILIN9 FOST5 4 RE-IWTALL r-UARDRAILS W %WArE MGM Mlcl= firs P.E. It.. � 1. ;47520 1 M.ENGI'NEERING, INC.- JOB NMIE; OCEAN HARBOR CONDO Is SOUTH BLDG. BALCONY REPAIRS 4200 N. HWY Al A FT. PIERCE, FIL ISSUE mz: 6/8/15 This drawing and design as shown Is the property of ML Engineering, Inc. R.wW.ctl.n ndler so of this drawing or any content therein. withoW or.. a...nt .1 penhission of this company Is Profloled. may COMEtsde an Infringe - ment. and inary the Subject to IWd action JOB NO. 15-175 Consulting Structural Englneerr!6 I 2030 3 7th Avenue Vero Beach. Florldo 32960 ffchs� 772.569.1257 Frs. 772.569.4C41 I DMWN BY: CHECKED Dr. TR INSPECTION SURVEY SHEET No. S-3 OF 5 SHEET tsy MIL E.01 In . se ring, Inc. i 23L24 UNIT 01116 5GALE: Ilb" = 1. 0. FIELD NOTES: MCRAA& LUC. P.E. FLORIDA MG. #47520 M.EN�GIINEERING, INC� JOB WIE: OCEAN HARBOR CONDO'S SOUTH BLDG. BALCONY REPAIRS 4200 N. HWY A] A FT. PIERCE, FL 'mupmn: 6/8/15 This drmIng and design as shown Is the PraPOrly of ML Engine,efing, Inc. . I . ..nW.I..fftsd,.Bhg or any C-ntent firemlin, Withoul exprOss consent of pennhalan Of this camWhy is prohlbRed. Mary Cmsl]fWe an lnftlhgs� rhant. and thav be bl.t W igd Wron �, IVIL NO. 15-175 Cmsulfing Stwotural EnginetSr,0 2030 37th Avenue Vero Beach, Fladd. 329W Ph��o:772.569.1257 Fox772.569.4UI C�XED BY: TR BBBBBBBI FILE: INSPECTION SURVEY SHEET 110� S-4 OF 5 SHEET I p9j UNIT 01216 23f-2" I ir -- 5GALE: 1/8'= 11L.O. RE ?7:�*�f4E4 j7t, 7:57p] F � MIP111M *Qq-71"p FIELD NOTES: 1. EXISTM WIRMAkE %UM9Z TRACK TO 13E RB40VED AND RE--IN5TAWH) AFTER REFAIR5 'WL ENGINEERING,, INC� JOB E- OCEAN HARBOR CONDO'S sOUTH BLDG. BALCONY REPAIRS 4200 N. HWY AM FT. PIERCE, FIL ISSUE ME: 6/8/15 1 Mis droy�lng end desIgn as shoyrn Is the property of MIL EngIneefling, Inc. Rqwedudim and/., .. of IW� ch.1h, or my omlerni thereln, wstfafr, expmw consenl or p.misslon of thIs commy Is prm1biterf. May cansfl� an Infrfn� mml ' and nar, off subIV o legal W1. JOB NO. 15-175 Consulting Stfuctural Engineer 2030 37th Avenue .V,e,,, Boach, Florida 329M 569.1257 F.: 77i.So5r,4041 I DRAWN TR 771 1 INSPECTION SURVEY SHEET NO: S-5 OF 5 SHEET �V MIL Enginss.rin,. In.. CONCRETE REPAIR 1. 5AWATT AROUND TIE PERiHETBZ OF THE AREA To BE REPAIRED IN A RECTANSIM PATrERR. CUTS SHALL BE �IAQE PARALIM OR PERPENDICULAR TO TIE SLAB AS PER TIE PETALS SMW 00 NOT air ANY EX5TT)* REDIFORCINS STEEL IF STEEL 15 ENCOUNTERED REDUCE TIE DEPTH OF CITY AS REQUIRE) 1 REHOVE ALL FRACTURED, LOOSE AND UNSOUND WHOREFTE. CHIP UIRFACES TO OBTAIN A SURFACE ROUSHINESS OF 114' (1 IV) PREPARE THE AREA 50 THAT THE SIDES ARE VERTICAL AND LEVEL 3 HERE ACTIVE CORROSION 6 FOUID, CONTIVE CHPM TO A DEPTH OF 314'AROUM REDIF-MINIS 4 IF ACTIVE CDM-90N OR MOIND OR FRACTURED CONCRETE EXTENDS BEYOND RE W art AREN EXTEND THE REPAR AM AS RECITRIED To INCLUDE ALL ACTIVE CORROSION AND UNSOUND CZNCREIE S. EXISTINS REDIF. EARS 91ALL BE POWER TOOL CLENEI? OF ALL SCALE AND RIW. HAR5 ARE TO BE REPLACED F EXHIBITS 6REAIM THAN A 20% LOSS OF CROSS SWTION NITH A BAR OF WE 50 AN) LAP OF 35 BAR OM OR IF LAP SPIXANS, 15 NOT P05ME A A 001�113- OF WE 51ZE SIALL BE EPDXY ANCMREP TO A DEPTH OF 12 BAR OM 6 ALL EX1571115, REINFORCINS STEEL NOON CAN BE REMOVED BY HAND AFTER CONCRETE V54OLMON 15 C04LEFED SHALL BE REPLACED WITH REA EARS 0: S*E MAPIETER AID SFACINS AS THE ORMIAL STEEL BAR BARS CAM SHALL 19E TAKEN TO DRILL PARALLEL TO THE E*MM STEEL TO PREVENT SPALLINS OF THE CONCREFEL ORLUID MUM 91411. BE PER THE FASTENER MARFACnRERS SPECIFICATION5 AID FLLED WITH EPDXY. HEN POPELS SHALL 13E INSIERIED TO THE FULL DEPTH. CL COAT ALL DFOSEP REW BARSNMI CORROSION MBrrOIZPFJOIZTO PLACM NEW C40WMM 10. CONCRETE REPAIR PRODUCTS SHALL BE AS PER SPECJ5 11. ALL CONCRETE V84MM SHALL BE IN ACCORDANCE NITH THE RECOMMENDATIONS OF TIE INTERNATIONAL 6014CFETE CONCRETE REPAIR PRODUCTS 1. CONCRETE REPAIR MATERIALS SIALL 13E MARFACriffiteg BY B06F ALL PROPRIETARY )HATERIALS SHALL BE APPLIED IN STRICT ACCORIDWE 10411111 71E MARFACTI)RIERS SPE41FICATICla SHEIRE TIE KqUFA61IJRERS ISTM705 CONFLICT " THIS 55CIFICATION, THE CONTRACTOR. SHALL BOWS SION CONFLICTS TO RE ATTENTION OF THE OlHNER. PRM TO THE AFFLZATION. ALL KATIERIAL StIALL BE FROM A SINSLE MANUFACTURIX TO ASEURE COHIPATIBILITY KXNS AID K4,TUM OF VARM PROOMITS FROM DIFFERENT VAAFACTMZ5 6 NOT ALL01,10) NITHOUT PRIOR APPROVAL THE FOLLOMS FROVIII SIALL BE USED AS DESCRIBED IN THIS SPECJMA70L 2 STRIC711RAL WAR MORTARS� A. NORWRIAL SWAGES SKA 211 96 VERTICAL SURFACIT. SIKA SM 0 OVERHEAD SURFACITx SKA SHEI P. CORROSION INHEITI SKA FERROGARD We 3. TOP COAT SHALL 19E A SKASARD FLEMOAT COATIK D15TALLM AS FBI ?~. EPECIFICATOG I PAINTED TO IHATCH DWINIS 4. PROVIDE A CIPHER STRIP OF NP-1 SEALANT AROUND FIERIIIETER AT ALL. FLOOR SLAB� "IS 9 AT DOOR STEP. 5 511"0 REPAIR SHALL BE A HIM. THO COAT IHASOIRY CEPENITFAND IHIXIIRE AT 0 RATIO IN ACGORDAME NITH THE PORTLAND COW ASSOCIATION TvRILAND CEHERT ISTUCCO) IIAIIJAL A. PORTLAND CEHENIT III ACCORDANCE WITH ASTH C50 0 MASONRY CINENT IN ACCOWA)CE " ASTH ON G. ALL SHALL BE PAID STRUCIC " NO MAL BEADS SURFACE PREPARATION L HORIZONTAL SURFACES A. cap air LOOSE CONCRETE ma THE wimv AREAS AND vETER1,1lNE Dim op Rewowds STEEL SAW CLIT ARCOID FEIRMTER OF THE REPAIR IN A REGTANSULAIR PATTERN TO A DEPTH OF A 112 INCH OR LESS TO AVOID CVMNS 11E STEEL 96 REMOVE THE CONCRETE 1,1170 THE SAN air AREA N1M RAID CHIPPER To EXPOSE THE TOP MAT OF REINFORCHIS STEEL Alto TO PEHIDVE FRACTURED OR U111190UNP CONCRETE. CHIP SMAC45 TO OBTAIN A SIRFACE ROUSMESS, PROFILE OF Va INCH (*1b). I I ACTIVE BAR CORROSION 15 FOUND OR MORE THAN 112 OF TIE BAR M40M IS DFOSED, COIMIUE OPPIN& TO A DEPTH OF M INCH mN CLEARANCE BELON CORRODED BAIM KAIKE ADDITIONAL. sAw arTS AID ChW AS REsUIRED TO EXPAND THE REPAIR AREA EFFECTIVELY 'CHASE' ME CORROSION UIML PROPERLY BMW BAR IS ENCOUNTERED IF TIE EXrENIT OF CONOMTE VAHIA61E OR BAR Kk%W AREk NOTIFY 71E OINIM BEFORE PROCUDINS. I I BAR CORRO" 5 LMED TO MOM KLL SCALE AM SURFACE OXIDATION AND LESS THAN U2 OF THE BAR Pi 6 EXPOSED NITH REIIADDIS OONCIMTE FILLY BOMEP, UNDERCLIT11145 THE VAR 6 NOT RBOURED. I VBRTICAIL AND OVERFEADSIRFAC125 A. VERTICAL AND OVERHEAD SURFACES SNALL BE PREPARED IN A 50MM MINER TO HORIMAL SURFACES DESCRIBED 1111 FLAIL THE COMIRACTOR SKALL VERIFY THE A14001T OF CONCRETE COVER OVER REINFORCING STEEL AND SHALL REDUCE 71E DEPTH OF SAW-CMIN5 ACCCROINSLY TO AVOID CUTTINS ART BARS. 3 MVIATEY AFTER CLEANNS AND REPLACEMENT OF RE111115ORCINS, STEEL. APPLY TIM COATS OF REDAR CORROSION INHIBITOR MR IIANIFACTURERS SPECIFICATIONS, CONCRETE PLACEMENT L 16TALL FOR440FK AS ROSURED FOR BOSE AID PILL DEPTH REFAM FM*M SHALL BE SHORED AS NECESSARY AND FORMS SHALL R19HAIN IN PLACE A MM OF 14 DATE ED61E REPAIRS 01 MESS OF ONE 2 BOND THE REPAIR KATMAI. TO THE PREPARED AREA MITH ONE 0: THE FOLLOININS, PM� A. APPLY BOMINS ABIENT TO THE PREPARED COWAEFE 9MACE ACCORDINS 70 THE 11ANIPA0111MRS INSTRI115TIONS, 0 FRESOAK SUBSTRATE TO A SATIRATIED SURFACE PRY COMMON " NO STANDING NATER. APPLY A SUM BOND COAT OF THE WAR MTERIAL TO THE FREFAREP AREA MITH A STIFF BM7LE BRISH OR BROCK DO Nor ALLON THE SURRY TO MY PRIOR TO DSTALLATION OF THE REPAIR MATERVIL Do NOT RETEPIFER THIS BOND COAT 3. MUM 15 RECOMMENDED NITH THE ME OF A SLOK DRILL AM A JIFFLER TYPE PAPPLE, OR IN AN APPROPRIATE �ICRTAR MIXER. WPM MW TDIE 15 3-5 KNIMES, DO NOT ADD MORE MTER THAN IS RECOMMENDED BY TIE ~ACIFIR13L DO NOT NIX LONEBER THAN 5 MIE& ONLY THAT PORTION OF KNTERK THAT CAN BE PROPERLY MIXED MUM 10 KKM5 OF AFFLICATION SHOULD BE NXED. 4 APPLY FRES! MORTAR OR READY M CONCRETE TO TIE BOW COAT RACE IUAR MORTAR ACCOMINS TO )HAN)FACTURERS, FEC40MMMATM 5. EVAPORATION RETARPM 1 1 RAPID SURFACE EVAPORATION MY OCCUR, IN Holi, NNOY CoNDTIOW; APPLY SPECIFIED EVAPORATION RIETARDW ACCORDINS TO WAFArTURUZ5 REOMMATIONS, 6 FINISHINS. COMPLETED REPAIR SURFACES SHMILD BE STRAISHT TRUE AND M76111 BMW PROFILES. DO NOT OVER WIDIRKTHE SWAC47 I AFTER. APPLICATION 15 CONFUTED AID REPAIR FATERIAl. HAS 91MOMY SET SO RISOUDINS HILL. NOT DAMASE IT MOUN) PATCHED AREA TO NMIE PROPER BONDINS, OF THE WAR KATERIAL 0. ALL REIAIRIED SURIPAGIS KEY EE CIRED FOR A KNIHIM OF 5 DAYS Rr AVOID COMPLEX REPAIR CONFISRATIONS, SMIFY SHAFIES AND ELHNA7E ISLANDS 1BURFACE PREPARATION GEOMETRY WI-ILI-RUEOF1, CUT PARALLEL OR PERFEND161ILAR TO SLA13 WINES I KALLS rDESIGN LOAD.CRITERIA DEW LOAD5 PER THE FLORIDA BIRIDDIS CODE 5TH EDITION 1J DEAD ------------------------- WA 81641WHY FLOOR LOAM DEAD ------------------------ W FSF -40 F5F DEEM CRITUM PER AWE I ILTIHIATE MIND SPEED RESIOILM--m " NOMINAL Kv woo RESM 04--m M ENCLOSED STRUCTURE BUILDING, HEISHT 4 120 FT I" FITCH WA RISK CATEOM 11 INTERNAL PRESSM COEFF. i OJE) EXPOSURE 0 VIELOUTr PRMW;F, 02 56J PSP BID ZONE 5 15 NITHIN A PtSTANOE OF (a) - 6D FT PRCM ELPS CORNEI SCOPE OF WORIC L SCMOFNMISLMEOTOTHEFWAIROFCaX4EMBkLWUABS I ALL WORIC SHALL BE WEGIED Of TIE ENSINEM OF RECORD AND GIAXTITIES VERIFIED PRIOR To CONCRETE PLACEMENT CONTRACTOR TO COORDINATE INSPIECTION. STRUCTURAL NOTES L cawmToRsNALL vBtrr ALL vm&m iw THE FIELD AND Now TIE Elamew OF ANY DISOREPAWAS PRIOR TO CONSTRUCTION. 2 ALL 6011157"TION SHALL BE ERMED AID SHORED BY THE CONTRACTOR AS RECURIED TO 50AFELY PERFOW THE NORK. CONCRETE 1. CONCRETE HORIC SHALL EE IN ACCORDANCE WIN THE rOLLONINS, ACJ. M SPECIFICATIONS FOP. STRUCTURAL CONCRETE FOR EULDINS5, LATEST EDITION ALL END 01,111171116, CODE RESUREHIENTS FOR STRUCII)RAL CONCRETE im. mrERNArtomAl. CONCRETE REPAIR B6TffLtrE'LATMT EDMOK 2 REAM HIKED CONCRETE STRWM SHALL HE AS FOLLOP)r. SPOO PSI 25 DAY COMPRESSIVE STRENSTH SL" 6- 11- PCI CORROSIN DIREMOR W6 RATIO 05 OM 3. ME MWLIH CONCRETE COVERASES SIALL BE AS FOLLONSm CAST AOAPRST EWTH 3 INS EXFOSED TO NEATHER I ta INS 4. PROVIDE W DEERE LAP SPLICES AT ALL INTERSECTIONS. 5. REINFOMING SHALL. BE LAPPED SPLICED AND VRLF0F6U^p 94 24 D15 45 3096 96 31,1115 SCANNED BY St. Lucie Counh, ENGINEERING, INC. JOB OCEAN HARBOR CONDO BALCONY REPAIR SOUTH BUILDING 4200 NORTH HIGHWAY Al A FT. PIERCE, FLORIDA ISSUE DATE: 6/8/15 REVISIONS: DATE: BLDG. DEPT COMMENTS 8-19-15 This drawing and design as shown Is the property of IVIL 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 L>y PAL EnClin�e,rinC;. Inc:. JOB NO. 15-175 Consulting Structural Engineer M30 37th Avenue ,'Vero Beach, Florida 32960 Phonw.772.569.1257 DRAWN By" TR CHECKED BY. TITLE: SPECIFICATIONS SHEET NO: SP-1 OF 2 SHEETS =E: OCEAN HARBOR CONDO BALCONY REPAIR INC. ]ineer SOUTH BUILDING 1 4200 NORTH HIGHWAY AIA FT. PIERCE, FLORIDA TITUE; DETAILS SLAB ED6E TO 13E RD474W 4 REI'LACEP AS PER SPECS CONTRACTOR TO VERIFY LOCATION OF FT CAM PRIOR TO REPAIRIN15 BOSE BMWBNLWSLA13 NOTE, BE DETAIL RESARD1119 Pfr CAME TAPE VISMEEN TO WIS� FLOCIR AND CEILINS, BALCONY EDGE REPAIR NIS DVCDXFLYN=OVM VISGUEEN WRIER ON Exisim SIDE aLy OVER LAP FLYMCOD A HER OF V PAST EA 140 LOCATE FT CABLES, AID OF OUT SECTION OF CIM TO INSERT LOCK OFF TO CAME 2-W KK. 111R. F- . . . . . ....................... NEW ANCHORAM W 6WSE HAMOU)MC PIT TINS I PLASTIC CAP INN. OL 0 SHEATH 2ISx24'MIN EIRSTINS, EIAR5 POST TENSION LOCK OFF REPAIR HIS NOTES, L LOCK OFF EAST I-NRE 57RNV PT CABLE 2 DELSTRE95 PT CABLE 3 RE-STRE95 FT CABLE ARM CM REFAW2 AIM COMPLETED AND A MIN OF WOO IPSI 5 ACHEEVED. EMT RAILIND TO BE REIVNED CREIIISTALLED F0515 TO BE MODFIED MYTH EASE RATE TO BE SURFACE 1`101INVED :�q L RB'kOVE EXISTINS RAILDIS I POST 2 REHOVE EXIST CONCRETE 4 PLASTIC %MVE FROH CORED POCKET 3 am I PREPARE C40FW HOLE I 6ROLIT MH REPAIR HVIZIAR A5 PER SPECS 4. RE-DISTALL HANDRAIL W INCIDIFIED SURFACE POW BASE. 4 RE -INSTALL HAIMAIL W MOM SURFACE MINT POST BASE. W aa TAPCORS IN wenwk mum HOLES. CORE MOUNT RAILING POCKET REPAIR HIS ISSUE DATE: 6/8/15 JOB NO. 15-175 DPAWN By'- TR CHECKED BY: SHEET NO: SP-2 OF 2 SHEETS PACE OF MOCC BEYOND 2x4 FT NDOV RATE FASTENED TO SLAB 4 IVIES N NI6V x TIARCONS AT 2V Of. TOP I BOTTOM 2,4STUD5AT2VOf.HAX .TEMPORARY WEATHER WALL PARTMON SCAM aw - IW Sm PUSH W — SUMUNDINS SURFACE EXIST REINP SANCUT AROIND FUMVER Or.REPARARV MT SLAB UNDERCUT EAST FEW SURFACE SPAILL REPAIR ICEILING, SIMILAR) HIS 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- ment. and may be subject to legal action t�v ML EnCjlnes�rino. ln�.