The URL can be used to link to this page

Home My WebLink AboutPLANSC AUG 0 2 2018 ST. Lucie County, Permitting RECEIVED AUG 0 2 2018 ST. Lucie 000n1:y1 pRPrnittlnB KEY PLAN n`" �4 e-1 b r'' SCANNED BY St. Lucie County THESE PUNS AND ALL PROPOSED WORK AFE SUBJECT TO ANY CORRECTIONS R=OUIRM BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, i�a - 0 ST. LUCIE COU TY BUILDING D SI REVIEWED FOR COMPLIANCE REVIEWED BY DATE ^ G- PLANS AND PERMIT MUST B EPT ON JOB SITE OR NO INSPECTIONS WILL BE MADE a♦- NOW BUILDING NO. OF UNITS UNIT NUMBER SOUTH 1 1009 (BLDG B) - SUL INDEX SHEET S1 DESCRIPTION KEY PLAN _ . S2 S3 SUMMARY OF QUANTITIES INSPECTION SURVEY SPA SPECIFICATIONS SP-2 DETAILS - V t HAELA WE, P.E. ENGINEERING, INC. ;ZME: OCEAN HARBOR SOUTH SOUTH BLDG. BLDG B, UNIT 1009 4200 N. HWYAIA FT. PIERCE, FL µ.me 6/1 2/1 H This tlsaWing end tleslgn of he. is the property of ML Engineering. Inc. Reprotlucllon rrhtlor thus ofthis charring prpnycontent thereln,without express i5oonrouea mcycunr of this tried, end may be subiect to Ind aabe by ML Engl n..ring, Inc. JOB NO, 16-175C Consulting Structural Engineer zoao37tnAvenue Vero Beach, FlotlCa 329W Nerve: 772.569.1257 F772.569.4841 F. bw,wNBy: TR cHEcaber: ML TIME: KEY PLAN .] SHEET NO: S-1 OF J SHEEi :+ '- DESIGN CRITERIA CONCRETE REPAIR I. SANGlr ARCU P THE PEPA£TER OF TIE AREA TO BE REPED AIRIN A RECTANULAR PATTE IL OlIS SRA L BE MADE PARALIH. OR PF3LPEI7CUJ4R TO TIE UAB RXE5 AS PER THE DETAILS SHOWN. DO NOT CUT ANY Eb511146 RENFORCINB STEEL IF STEEL 15 EICOU TE2ED REAUCE TIE DH'M OF OR AS IMCLARED 2 F04OVE ALL FRACTRED, LOOSE AD LI501ID CONCRETE Cap SIRFAGES TO OBTAIN A SDRFACE RO ME55 OF 114' (t V67 PREPARE THE AREA 50 THAT TIE SIDES AM VERTICAL AND LEVEL 3. HERE ACTIVE (.ORRO.NON 15 FOND, taAIN.E CHPPNr6 TO A DWIH OF 3/4' AROUND RENFORCIN6. 4. IF ACTIVE CORPOSION OR WOW OR FRACTURED CONCRETE ExTEDr BECOD THE SM OR AEA, EXTBD TIE REPAIR AREA AS RESLARED TO WAIVE ALL ACTIVE CORROSION AID UOOLID Ca ICRE1E. 5. ERISTIN& RENT. BARS SHAM. BE POKER TOOL CLEANED OF ALL SCALE AND RUST. 546 ARE TO 13E REPLACED IF E01I5115 GREATER THAN A 20% L055 OF CROSS SECTOR NTH A BAR OF SANE SM AND LAP OF 35 BAR DIAM OR IF LAP SPLLCINS 15 NOT POSSIBLE A DOYB. OF SAE SIZE SHALL BE EPDXY ANCHORED TO A DEPTH OF 12 BAR DRAM. 6. ALL EI511N5 FENFORCIHS STEEL YIIOH CAN BE REMOVED BY HAD AFTER CONCRETE DEMOLITION 15 COMPLETED SHALL BE REPLACED NTH H84 BAR5 OF SAE DIAMETER. AND SPACIN46 A5 THE ORI6M STEEL. I. NEE fREPLA(.BBIf 15 NFCF55W TIE EXTSrNSa I INPMNS 5T®. SHALL BE art LEAVING A MIIMUM OF 35 BAR DIAMETERS EXTER M6 00r FROM THE SCUD CONCRETE TO ALOE FOR LAP 5MJaHS O' HEN REI FOPL88Nr. 6. HEN DDVBJN6 NB4 BARS HEM TO BUSTING BARS, HOLES SHALL BE MUM M A MIN OF 2' APAIZT FROM TIE EISIM6 BARS. CARTE SHALL EE TAM TO DRILL PARALLEL, TO TIE EISTINS STEL TO PREVENT SPAWNS OF ME COKIMIE. DRLLED HOLES SWL BE PER THE FASTM MAN.FACTIME R5 SPECIFICATIONS AND RILL® WITH EPDXY. HIM DOYNIS SHALL BE INSMED TO THE FLU OWITL 9. COAT ALL EXPOSED RE W BARS NTH CORROSION MENTOR PRIOR TO PLALUS N EK CONCRETE. 0. CONCRETE REPAIR PRODUCTS SHALL. BE A5 PER SPfL5. II. AL CONCRETE DEMOLITION SHWA BE IN ACCORDANCE NTH THE FRES.OMBDATONS OF THE INTERNATIONAL CONCRETE REPAIR INSTi1T1E. CONCRETE REPAIR PRODUCTS L CONCRETE REPAIR MATt3RIAL5 SHALL BE MANUFACTURED BY BASF. ALL PROPRIETARY MATERIALS SNAIL BE APPLIED IN STRICT ACCORDANCE NTH TIE MANFACTIRER5 SPE91FICAT105. VIBE THE MAN.FACM R5 NSTRL"M CONFLOT WIN INS SPECIFICATION, THE CONTRACTOR. SMALL BAN5 SUCH CONiOT5 TO THE ATTEUON OF THE MOM PRIOR TO TIE APPLICATION. ALL 14ATBZIAL SHAH ED FROM A SIHSIE MANFACTIREL TO ASSURE COMPATIBILITY, MI IM AD MATOUNS OF VARIOUS PRODUCTS FROM DIFPEPBfI' MAN.FALIUES 5 NOT ALLOYED WHIM PRIOR APPROVAL THE FO LORM& PROOCT5 SHALL BE USED M DESCRIBED IN THIS SFTCNTCATIO . 2 SiR CTRAI RUAR FY.IRAELE I PATCH MORFA Sz A VERTICAL I HORViONrAL FORM I POR MASIBEMACO SW B. HORIZONTAL PATCH 1061EX C. VURTCAL I OVIREAD PATCH H4200 D. 5EALIVff HAS7EiSEAL NP-1 E. CORROSION MH®ITOR MK7EZBMKO P124 F. BO M AGENT. MASISMI(Y.O PIN 6. HAIERPROOFM6 COATN6, H/STEEEAL TRAFFIC 500 3. STUCCO REPAIR SHALL 19E A MM TM COAT MA50IILY CEMBNT6 W MUOIIRE AT 63 RATIO IN AODO DANCE WITH THE FORUM CEMW ASSOCIATION YORUM CEMENT (511=) MANUAL A PORTLMD CEMENT K AuaRDAIrIE KIM AWN C5 B MYSORY CE BIr IN ACCORDANCE NTH ASM CAI 6. ALL lD6E SHALL ED HAND STRLM YITIH NO METAL BEADS ii5 3. APPLY THE HATERFROOF M STRIP AT All. HALL OIW5, A ALSO COAT TIE OTTER MERIT 4. ARIERSIFRCIENr am TIME, DECKS ALONS MALLS AND DOOR THRESHOLDS HTH A MMPLM 3/4 INCH CANT STRIP Irii4:r:FI SCANNED BY St. Lucie County RECEIVE TIE COATIS. NO \TINE SHALL COVER THE CAM k KHHUM OF 2 INCHES AND SHALL FLOOR FINISHES INSTATED. i SURFACE PREPARATION I. HORMORIAL 9RFACES - RONIDA BULDIN6 LODE, 67H EDITION raV A C49P Wf LOOSE CONCRETE WITHIN THE NARK AREAS AMPEIEIINE DEPTH OF REI FORGN6 _ ROOF . STEELSAN Wr AROUND OF THE REPAIR IN X1M TAN6tULAR PATTERN TO A DEPTH OF A � WA 1/2 INCH OR LESS TO AVOID O7ITIN6 TIE STEEL I h is s1/p B. F04M THE CONCRETE WITHIN TIE SM Orr AREA NTH HAD OI M TO E)FOraE THE CORRODED BALCONY BOOR LOADS RE -ORCM ST®. AND TO REMOVE FRACTURE? OR LESO THO CONCRETE IN ACCORDANCE NTH °'�PEP TIE RECOPlBDMIOTIS FROM'ICRI'. I IVIE 40 PSF OM SURFACES TO OBTAIN A SURFACE T OME55 PROFILE OF VB INCH MIN HERE ACTIVE BAR COfd MON IS FOUR C*MN E GHIFPIN6 TO A D IH OF 3/4 INCH NN CLEARANCE BBON CORROOED BARS. MAZE ADDITIONAL 5AN CIR5 AND CHIP AS RBIARED TO EWAND THE REPAR AREA ITFLTRVELY'CIVSE' THE COWtOSON FOR APPROXIMATELY 6 INCIES BEYOND ALL ACTIVE COMMON. HERE BAR CORROSION 5 LIMITED TO NORMAL MILL SCALE AND SURFACE OXIDATION AND LE95 THAN V2 OF THE BAR DVIMETIER 15 EXPOSED PITH RBMANN6 CONCRETE FULLY BODED, UDIEROUI N6 THE BAR IS NOT RREO9RED. IF THE EXTENT OF CONCRETE DAMAGE EXTENDS BEYOHD THE ESTIMATED AMA NOTIFY THE ONBR OR BWH✓EDL BEFCfE PROC.®IN6. 2. VERTICAL AND OVERHEAD SURFACES AVOID CUMNS ANY BAD. 3. IMMEDIATELY AFTER O.EANNB AD REPLACEMENT"OF TR9tfbRLIN6STEEL, APPLY TWO COAIS OF CORROSION M 11110R PER MANUFACTURERS SPECIFICATIONS CONCRETE PLACEMENT I. D5TALL FOR440RK AS F50FW FOR BOSS AND FILL DEPTH REPAIRS. FgMMORC SHALL BE SHORED AS NECESSARY AD FORS SHALL REMAIN IN PACE A MINMUM OF N DAYS. 2 BOND TIE REPAIR MATERIAL TO THE PREPARED AREA NO ONE OF THE FOUON115 METHODS. A APPLY BODING A6BT TO THE PFRE+M® CONOEIE SRFACE MCMM6 TO TIE MANFAC.TIFER5 P5TRK710N5. R PRE50AK RBSMTE TO A SATLIRAIED SURFACE MY CONDITION HTH ND STAMM HAT4Z APPLY A OR BROOK DO NOT A LOi THE SILRRY TO DRY PRIOR TO RUFAJ.ATION OF THE REPAIR MATERIAL DO NOT RETENFBR THIS BOND COAT. 5. MECHANICAL MUIN6 5 RECOMMENDED NTH THE USE OF A SON SPEED DRILL AM A JFfl.BR TYPE PADDLE, OR IN AN APPROPRIATE MORTAR MUBL rMCAL. MIXING THE 5"MINUTES. DO NOT ADD MORE HATER THAN 5ITZOMBDED BY THE MANIFACTREK DO NOT MIX LONSERTWW 5 MITRES. ONLY THAT PORTION OP MATMAL THAT CAN BE PROPERLY MIXED 141119110 ANTES OF APPLICATION SOLID 13E MIXED. 4. APPLY FRESH MORTAR OR READY HX CONCRETE TO RE BOND COAT. IW.E WAR MORTAR ACGORDIHY S. EVAPORATION RETARDER HEEL RAPID 511WACE EVAPORATION MAT OCc K M Hari KNVT GVNITTlOfI: APPLY 5PWP® EVAPORATION RETARDER ALCORXN5 TO MA UFAMIR13M RFCOHBDATIONS. 6. FMSHING COMPLETED REPAIR SIFAa5 SCUD BE SIRA61I17, TRUE AND MAMI EI511NS PROFILES. DO NOT OVER M W 11E SURFACE I. AFTER APPJCATION 5 COMPLETED AM REPAIR MATERIAL RAS SFFICOMY SET 50 MOUNTAINS S MILL NOT DAMAGE 16 RESCUND PATOIED AREA TO INSURE PROPER BONG IN60F TIE REPAIR MATERIAL 6. ALL REPAIRED S WAC45 MST BE CURED FOR A NTMUM OF 5 DAYS POST TENSIONED CONCRETE L REFER TO THE PO6--TESOH INSTITUTE RLiD FRYEDITS MANUAL FOR IREONDED SIHYAE STRAND T3DOH5 FOR SPECIFICATIONS. 2 ALL SUB TENDONS MILL LOCUSTOF THE U-B MELD TYPES AND SHALL ED 210 KSI LON RELAXATION STRAND. FLIED AND ST ERRII& Ens STALL HAVE CORROSION PROTECTION ASSEMBLIES " PROTWITIC111 CAS. WAPSIATED SY51BU 3. PROFILE DU851ONS S ALL MATCH THE ERISTINS WIFE STRAND AND CROSS %.DON 4. TIE STRESiIN6 OF THE SLAB TENDONS MAY COP MEME HEN CONCRETE TEST MWES INDICATE THAT A MINIMUM COMPRESSIVE ST8N6M OF 5" PSI WAS BEEN ACHIEVED. S. PROVIDE CONCRETE TEST REPORTS PRIOR TO ST E56M CABLES. 6. ALL F05T TENSION CABLES SHWA BE REPAIRED BY A POST 1E0011 TECHNICIAN CERTIFIED BY Fri. CERTIFICATE SHALL BE SUBMITTED. AVOID COMPLEX REPAIR C.OFIQRATIONS, SRPUFY SCORES AND EJMHk1E ISLANDS SURFACE PREPARATION GEOMETRY Y fV SLAB IN PLAN SCALE TAX c l'-O' CUT PARALLEL OR PE RPEDICU AR TO SLAB LDE25 4 HALLS MPH MPH BILDINS lueff <120 FT ROOF PITCH WA RISK CATE6CRY 9 IHrEK4L. FIRESsURE COEF. 2016 EXPOSURE 0 VEDC41Y PRfSSA, Ott 56J PSF ENO ZONE 515 HIM A DISTANCE OF (W - 6 FT FROM BIDS CORNERS, SCOPE OF WORK I. SCOPE OF MORK IS LIMITED TORE REPAIR OF CONCRETE BALCONY 9.46 • UNIT 1001 2 ALL HOP: SHALL HE INSPECTED BY Alf ESUa$R OF EO,= 4 OW TITHE VERIFIED PRIOR TO CONCRETE FiRK8M. 5. CCNRRACTOR SNAIL NOTIFY ML ENSINEERN6 FOR ALL T ESHOLD INSPECTIONS A MINIMUM OF 24 HOURS PRIOR To INSPECTION. STRUCTURAL NOTES I. CONTRACTOR SNARL VERIFY ALL !DIMENSIONS IN THE FIELD AND NOTIFY THE ESN EE R OF ANY DISCIMPANCCS PRIOR TO LON5IRK.TION. 2 ALL C.QSTROCTION SR&L BE BRACED AND 94OR W BYTE CONTRACTOR AS R SIAREP TO SAFELY PERFORM THE HOP: CONCRETE I. CONCRETE MORK SHALL BE IN ACCORDANCE HRH THE FOLLO C45 AW. 30 'SPECIFICATIONS FOR STRICTRAL CONGEIE FOR B ILDINSW LATEST EDITION ACJ. 316 EULDNS CODE RSMRSIM FOR STRUCTURAL CONCFEM ICRL.INTERNATIONAL CONCRETE REPAIR INSTITUTE? LATEST ED ITOIL 2 READY MIXED CONCRETE STRBKTH SAL BE AS FOLLOWS, 5,000 PSI 28 DAY COMPRESSIVE STFEf6TH W SILICA -MIME SHIP 5't 1' DO CORROSION MENTOR 0 6A PER CA YDJ WC RATIO 05 (MAX) 9. CONGEIE 5HPLL BE TESTED N ACCORDANCE NTH ASIM Oq. A MINIMUM OF (ra) TE5T CYLINDE5 SWILL BE 7AN33N FOR EACH 100 CU YD5 OF Fag KITH ADDITIONAL SETS FOR EVERY 50 CUT YIDS OF POR CYLINDERS SIML 11E TESTED AS 1`0E1.015, I @ 3 DAYS I •1 DAYS 2.2E DAYS 1 •56 DAYS OF THE MMNUM STREN57H 5 NOT NET IN 26 DAYS) REINFORCING STEEL I. ,ALL REIRFORCINSSIEL SALB'_ INACIAFDACEHIH ASMA615&BADE60. 2. ALL BARS SHALL EE COATED MITI A CORROSION IMMOR 3. SIP CRr 8A45 AND ENDS OF MAIN rEHINFORGNS BARS SHALL Nor E%IED MORE THAN 1-6' PAST MER 14051' GIAM OF 5 PPORT BAR 4. REINFOOIN6 GARS SMALL HE PLASTIC, H011<0RROSION BAR 51PY1RT 5. THE MINIMUM CONCRETE COVH+A6E SHALL BE AS FOULNS, EXPOSED TO YFAT E R 1 112 26 6. PROVIDE qO PW6 LAP SPLICES AT ALL MIHZSMTIGS. 1. REIrFOPCIN& SHALL BE LAPPED SICKED AND TIED NTH THE FOLLONNS MINIMS 14 24 HMIs 5 30 ITS 96 36 ITS JOB ISSUE DATE: bh 2�1 V REVISIONS: . - DATE: NAME: OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS This drawing and design as shown Is JOB NO. Ir ' e ' the property of ML Engineering, Inc. ENGINEERING, INC. 16 175C Reproduction and/or use of this drawing Consulting Structural Engineer SOUTH BUILDING (BLOC B) UNIT 1009 or any content therein, without express 4200 NORTH HIGHWAY FT. PIERCE, FLORIDA DRAWN TR CHECKEDBY: ML J.��y sprohibited.maconsent or yconstitutesion of l n°�f 9� 2030 371h Avenue C/ /j Vero Beach, Florida 32960 ment and may be subject to legal action Phone: i72.569.1257 Fax: 772.669.4041 TIRE: SPECIFICATIONS SHEET NO: SP'1 OF 2 SHEETS by ML EnglneE ring, Inc. L D051146 RAIUNS , REMOVED < INSTALL® A5 PER DETAIL _ SLAB ®5E TO � RB40vE9 E%IST �tF. TO REMWN t REPLAGEDAS Rat SPECS CONTRACTOR TO VEiIFY LOCATION OF PT CABLE 4 LOCK OFF PRIOR TO REFNRN6 ®ESE BALCONY EDGE REPAIR (FULL DEPTH REPAIR SIM) RT5. NOTE, I. 5EE DETAL RESARDIN6 P/r CAME LOCATE Fr CABLES AND CHIP CUT SECTION OF CONG TO HEM LOCK OF TO CABLE 2'-6' NR XW If If I BNZM SLAB PLASTICC, TUBE W HATELTU6IIr CIEL • SHEATH 2Kx2VKH— ERSTIH6 BARS POST TENSION (P.T.1 LOCK OFF REPAIR NTR MOMS. I. LOCK OFF EASTT-HRE 57MD FTCME 2 DE-5TIRESS PT CAME 5. RE-5 R PT GABLE WIE. C.OHG. IREPAI5 ARE COMPLETED t A HN OF 3000 P5115 ACHIEVED. EAST P/T GABLE DASTINS BALCONY — BIIRri71N6 BAR, PIT POCflET P/r ANCHOR PLATE P.T. POCKET REPAIR DETAIL HIS NOTES.. I. DUO AND REHOVE CONGFFTE I" POST TE1610H POCKETS. 2 CUT OUT ANY ME55ME M1CW OF POST TENSION GAME HITIHN V&OF ED GAP. 5. COAT ED OF POST TBKION GAME MATH CCIRROSION IRAWOR. 4. INSTALL R.A IX 6FF06E RUB BD GAP OVER EXP05EP CABLE END. 5. PATCH POCICET KITH HCN'SHRI K, NONMETALLIC, HIGH STM346M 6ROUT. FA5T REI F. TO RE4AIN i. SPAlLI116 AREA TO BE REPAIRED 'a RDERCUTEASTROW. .a SAP t POWER TOOL CUM t PAW EXIST 3 _ CORRODED BARS ~. 6' E)FOSE A HIN OF Wan OF NON-GORROD® REI F. 5AK CUT AROUND PEER£EtT . a OF REPAIR AREA 4 ROIISfEN r... .j EDSES CEILING SPALL REPAIR NTS. : It NOTE : L RE47VE PORTION OF BWH6 RAIUtO FOSr Et g=W IN SLAB. 2 CLEAN CQE® IDLE OF ALL DEBRIS i 6ROUT WITH REPAIR MORTAR AS PER 5FWS. 5. KATE 4WM REPAIRED AREA 4 GOAT TO HATCH 91R+OUIDIN6 AREAS. E*Sf1NS RKLINS TO 13E FUMVVED 4 RENSIAL E7 „' MIN;; 'I '3 u tg ._r NOTES, L IRE-WTALL HPN)RAN POST BASE PLATES W HEN PRO-TEGT FASIB82S c ALL POST BA95 CORE MOUNT HANDRAIL POST REPAIR 1115. JOB ISSUE DATE: 6�12�18 -' PREVISIONS: DATE: NAME: OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS V This design as shown is JOB NO. 16-175C ENGINEERING, INC. SOUTH BUILDING (BLDG B) UNIT 1009 of theeproction of /o Engineering, Inc. property s or any come and/or Use it this express or any content therein, without express COf15U�}II79 $}rUC}UICI� EO91ITl:6r 2030 37th Avenue 4200 NORTH HIGHWAY Al A FT. PIERCE, FLORIDA DRAWN BY: TR CHECIO:D BY: ML 'VI ppp /-� for of this company consent or may is prohibited, may constitute an infringe - Vero Beach, Florida 32960 &/�.� j/ and maybe subject to Legal action TRLE: DETAILS SHEET NO: SP'2 OF 2 SHEETS Phone: 772.569.1257 I= 772.569.4041 key by ML Engineering, Inc.