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Home My WebLink AboutPLANSRECEIVED JAN 13 1016 n1C^ FILEC OPY, 11st. SC13Y ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C@� REVIEWED BY DATE V-.i ce/ a2CJlb! MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SGD FLOOR: 4 UNIT NUMBER: 4A INSPECTED ON: 12/10/2015 0 N BALCONY FINISH: X COATING BARE TILE CARPET LEGEND ® A. SLAB SPALL ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 6 L.F. ® D. SLAB SPALL UNDERNEATH S.F. r�j� E. CRACKS ON SLAB —GRAVITY FEED L.F. F. COLUMN REPAIR L.F. O G. WALL REPAIR S.F. in I. WATERPROOFING ® J. RUST SPOTS 0 THESE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY COPMECT10NS REQUIRED BY P19LO INSPECMRS THAT sco MAY BE NECMAWY IN ORM TO COMPLY WITH ALL APPLICABLE CODES. M ATRIUM I BALCONY MBV 1835-20TH STREET '/f VERO BEACH, FL 32DSD JOB NO. 11-18&' bE51GNE0;W; CONCRETE REPAIR 2900 N A1A FORT PIERCE, FL INSPECTION REPAIRS ,_ ENGINEERING, INC u04 EDWIFS vl A l A a /SSOCNlE3 mrL9UL101c wcwmmlc a /n25 PHH.(772) �381] YDIMINA'E R - w (521) P 1510 IL puOE� it _ pR vn) gpy °RPY? AE.R. °NECKED R.V. DAIS DEC 2015 c�, c I IM", 2 K"Mam, POST -TENSION EDGE REPAIR EPAIR PROCEDURE. EXISTING CONDITIONS 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE SEVERE SPALL OUTSIDE GUIDELINES CABLE ANCHORING SYSTEM 2. CHIP OUT BY HAND THE DAMAGED CONCRETE. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF THE UNCORRODED REBAR IS OBSERVED. DO NOT DISTURB THE CABLE ANCHORS STEP 1 3. THE VERTICAL SURFACES SHALL BE ROUGHENED. SAWCUT AROUND PERIMETER OF 4. SANDBLAST OR HYDROBLAST THE EXPOSED SPALL IF POSSIBLE CONCRETE AND REBAR. AVOID DAMAGING OR CUTTING EXISTING REINFORCEMENT OR CABLES �—CHIP CONCRETE OUT TO 5. REPLACE EDGE BAR WITH A FIBERGLASS BAR OF SOUND CONCRETE AND SAME DIAMETER IF EXIS71NG BAR IS HEAVILY CLEAN STEEL DETERIORATED. 6. COAT ALL NEW AND EXISBNG REBAR WITH EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COA71NG FOR CORROSION PROTECDON. INSTALLA71ON SHALL BE DONE FOLLOWING THE STEP 2 MANUFACTURER SPECIFICATIONS COAT EXPOSED SURFACES Z THE BONDING AGENT SHALL BE INSTALLED AS WITH APPROVED BONDING DESCRIBED IN THE MANUFACTURER SPECIFICATIONS. AND ANTI -CORROSION AGENT. & REPAIR REPAIR MORTAR OR READY MIX CONCRETE SHALL BE PLACED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS 9. REPAIR MIX SHALL HAVE A COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RA770 OF 0.45 OR LESS. PR07ECT SURFACE WI7H APPROPRIATE COATING. 10. FINISH SURFACE TO TEXTURE AND SMOOTHNESS STEP 3 REQUIRED FOR THE SPECIFIC APPLICATION. FILL PREPARED AREA WITH It. UPON COMPLE71ON OF FINISHING OPERATIONS, REPAIR MORTAR. ALLOW MATERIAL TO CURE IN ACCORDANCE WITH MANUFACTURERSS RECOMMENDATONS 12 PROVIDEARCHITECTURAL 1 lI RS, REQUIRED OVER `qN( I G ATRIUM I BALCONY 1835-20THSTREET Y)/I JDe rvW H1� 188 VERO BEACH, FL32950 DESIGNED Rn, CONCRETE REPAIR INSPECTION 1= BST FH. (]]z>seo o03s -- AER. F%. CHECKED RV. 2900 NCE. ENGINEERING, INC DETAILS um a mG a wR x A w sIN Es uoewm R. - rx (32+) zss +s+o Dn1E DEC 20+5 FORT PIERCE, FL CDHSIRIWC QIpNEBdND 4/>72B R, pry�ti_q+f>]z)M9-g055 uuE NR EXPOSING AND UNDERCUTTING OF REINFORCING STEEL FILE COP THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VER71CAL AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BY HYDRO -DEMOLITION, HYDRO-MILLLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS I. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL Z ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED CORRODED BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE REPAIR STRUCTURALLY. PROVIDE MINIMUM J/ INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR %4 INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. 3. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS WITH MINIMUM SIX INCHES FREE OF BOND INHIBI77NG CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE 4. IF NON -CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUT77NG PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL '• BE REQUIRED, 5. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED : METHODS M ATRIUM I BALCONY VEROEEACHSFL32 BO��S#SIGNEb(,y,•. 1}+• CONCRETE REPAIR INSPECTION I:MB PH. (772)56&-0a35 F%.(n2)na-36+� a wg01715.- 29PI ENGINEERING ING ED FORT PIERCE, FL PIERCE. DETAILS MOKWN e,ha3.,s CONSUUWO Q1fi1ffitMG G /a]Te lataoaa¢ti- "2) 2�-+5,a R, p� R. - pN (P2) KB-9�d MTECHEC DEC sc m 2615 scat£ NR CLEANING AND REPAIR OF REINFORCING STEEL CLEANING OF REINFORCING STEEL ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND REPLACEMENT MATERIAL. OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A 71GHTLY BONDED LIGHT RUST BUILD-UP ON THE SURFACE IS USUALLY NOT DETRIMENTAL TO BOND, UNLESS A PROTECTIVE COATING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COATING MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION SHOULD BE FOLLOWED. GONGRETE :` SUbSjRiY REINFORCING STEEL ABRASIVE PATH CLEANING BACKSIDE OF CORRODED BARS REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION IF REINFORCING STEEL HAS LOST SIGNIFICANT CROSS SECTION, A STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL, ONE OF THE FOLLOWING REPAIR METHODS SHOULD BE USED. • COMPLETE BAR REPLACEMENT, OR • ADD17ION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. REQUIRED LAP NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY % IN. (19 MM) FROM EXISTING BARS LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE W7774 ACI 318,• ALSO REFER TO CRSI AND AASHTO MANUAL AFFECTED LENGTH LOSS OF SECTION SUPPLEMENMAL BAR AFFECTED LENGTH REQUIRED LAP Jrj.E.O0Q* • iJft ROODl 21FILE COPYo 5 G v i 2'_3-ly�,,, 11 ATRIUM I BALCONY 1835-20TH STREE.1 V 08 �.�� -488%' ■ VERO BEACH, FL k6il091f hpiCNEO,`R.V. CONCRETE REPAIR MBV PH. p)2)566-0035 D- AER. INSPECTION ,- F%.(n2)T/ 3617 CHECKED kV. 29PI NCE. DETAILS ENGINEERING,ING RON B:nmc VIIW k ASfru R36GRI![ R. _ PH m) 21b-I510 DAIS DECM 2015 FORT PIERCE, FL DONSULTWG Bttygnypl0 q �� ff vrtncE ti - M �) ��_� scue Nrs �'"I 1� SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE. CONCRETE OR LEVELING OVERLAY rvvlc. n vivu GUARD RAILS, SET BOTTOM RAIL 1/4MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE.• 1. ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 47 MOISTURE CONTENT IF REQUIRED BY THE ENGINEER, A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET. MAT SHALL BE A 6 MIL CLEAR POLYURETHANE SHEET SEALED ALL AROUND WITH ADHESIVE TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S SPECIFICATIONS AND ALLOW R TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLICATION TO VERTICAL EDGE OF SLAB. 3. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS 3/16- OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE TOP COAT TO BE COMPATIBLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURER'S INSTRUCTIONS. TO THE BEST OF THE ARCHITECTS OR ENGINEER'S e �j/n KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH o ; RO9OI THE APPLICABLE MINIMUM BUILDING CODES AND THE s c APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. % lliME ATRIUM I BALCONY IN j ERORE0TH.FI-0=Wl/1 Y V 183 - 20T H, FL 32960 CONCRETE REPAIR PH. (772) 56BA035"ae( INSPECTION M(772)T] 3617 2900 NA1A DETAILS ENGINEERING,INC. FORT PIERCE, FL W av�]Es Ytll wPM 2 CA f37as I&IaIIWYE 0.' PH (}21) 251-1510 WN51RNlG FNdNRAWC G /}]YB R. � R - PH (]l31 ,6B-96S5 *onji'l9mool '_Y COO 2.265 I STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS. 1. WIND DESIGN. WIND SPEED (MPH) V(ADJ)=124 V(ULT)=160 RISKCATEGORY 11 EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.1B TOPOGRAPHIC FACTOR KT=1.0 2. LOADS ON THESTRUCTURE DURING CONSTRUCTION SHALL NOTEXCEED THE DESIGN LOADSAS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTORS SSE FOR BRACING/SHORING. GENERAL REQUIREMENTS 1. THE DESIGNAND CONSTRUCTION OF THIS PROIECTIS GOVERNED BY THE 'FLORIDA BUILDING CODE (FBC)'. 50r EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES. FOR TECHNIQUES OF ASSEMBLY'' AND FOR PERFORMING WORK IN SAFEAND SECURE MANNER. 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PRO/ECTAND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK 4. DISCREPANCIES,OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTING BID OR PROCEEDING WITH THE WORK 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTHAND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. DO NOT LOAD STRUCTURES, NEW OR EXISTING, WITH WEIGHT THAT WILL ENDANGER STRUCTURE. IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANSAND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2 IALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEQUATE RESISTANCE TO THE W/ND LOADS SPECIFIED IN SECTION 16091N THE FBC. •a � 2A.li ry 1N�Q4 p P 1 0Ic1HLHe,+,� ISM -'Lu ATRIUM CONCRETE REPAIR 2900NA1A FORT PIERCE, FL BALCONY INSPECTION REPAIRS _, 1m_MBV ENGINEERING m W 61� g�,2 MNSN.TINC DIGWRRIHC a JA2e 1935-20TH STREET'O VERO BEACH. FL 32980"T PH. (TT2)569-0035 F%.(772)]]8-35t] ". H-M+M)1 -I�la R. p� rt - p8 �) 4ygpy� T��6'-3 pEsi�rvE�aB,y�t�`- .R vm AER. cNeoKe91/2 DA� +A2+i25(6 sP a xls FLOOR: 4 UNIT NUMBER: 4A INSPECTED ON: 12/10/2015 0 c� BALCONY FINISH: X COATING BARE TILE CARPET LEGEND ® A. SLAB SPALL ON SURFACE S.F. ® B. SLAB SPALL FULL DEPTH REPAIR S.F. ® C. SLAB SPALL EDGE REPAIR 6 L.F. ® D. SLAB SPALL UNDERNEATH S.F. E. CRACKS ON SLAB —GRAVITY FEED L.F. F. COLUMN REPAIR L.F. O G. WALL REPAIR S.F. H. FLOOR PREPARATION S.F. I. WATERPROOFING .,.aM S,F,. ® J. RUST SPOTS nnil sGD COPY o F AQDOLF _MLLAM R •/(�F�Ssgo�jy� ATRIUM I BALCONY �, 83fi-20TH STREET bMy. 1'hCBfi VERO BEACH, FL 329fi0 DESIGNED RM CONCRETE REPAIR INSPECTION ,nI BV PH. p72)5672) 0035 �DRA- AER. CHECKED Rp, 2900 N A1A REPAIRS YOR D.mt,s s m YDBWW� R. _ ,„,,,,, 3A1-,B,D DATE ,/]1/2016 FORT PIERCE, FL CDH MMND ERCWEEIBHC G J=8 R. PEBCC R - M (77]) �9 SCALE ua POST -TENSION EDGE REPAIR EXISTING CONDITIONS SEVERE SPALL OUTSIDE CABLE ANCHORING SYSTEM STEP 1 SAWCUT AROUND PERIMETER OF SPALL IF POSSIBLE CHIP CONCRETE OUT TO SOUND CONCRETE AND CLEAN STEEL STEP 2 COAT EXPOSED SURFACES V47H APPROVED BONDING AND ANTI -CORROSION AGENT. STEP 4 PROTECT SURFACE NTH APPROPRIATE COATING. STEP 3 REPAIR PROCEDURE: 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 2. CHIP OUT BY HAND THE DAMAGED CONCRETE REMOVAL SHALL CONTINUE ALONG THE LENGTH OF IHE REINFORCING STEEL UNTIL AT LEAST 6' OF THE UNCORRODED REBAR IS OBSERVED. DO NOT DISTURB 7HE CABLE ANCHORS . 3. THE VERTICAL SURFACES SHALL BE ROUGHENED. 4. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR. AVOID DAMAGING OR CUTTING EXISTING REINFORCEMENT OR CABLES 5. REPLACE EDGE BAR WITH A FIBERGLASS BAR OF SAME DIAMETER IF EXISTING BAR IS HEAVILY DETERIORATED. 6. COAT ALL NEW AND EXISTING REBAR WITH EPDXY, POLYMER CEMENT SLURRY OR A ZINC -RICH COATING FOR CORROSION PROIEC71ON. INSTALLATION SHALL BE DONE FOLLOWING THE MANUFACTURER SPECIFICA77ONS. Z THE BONDING AGENT SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPECIRCAIIONS 8. REPAIR REPAIR MORTAR OR READY MIX CONCRETE SHALL BE PLACED AS DESCRIBED IN THE MANUFACTURER SPECIFICATIONS 9. REPAIR MIX SHALL HAVE A COMPRESSIVE RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS 10. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPUCA71ON. FILL PREPARED AREA WITH 11. UPON COMPLETION OF FINISHING OPERATIONS, REPAIR MORTAR. ALLOW MATERIAL TO CURE IN ACCORDANCE W77H MANUFACIURERSS RECOMMENDATIONS. 12. PROVIDE THE ARCHITECTURAL FINISH)AS•REQUIREL BY THE OWNER. vtil,LlAlij��` f -LEI, 1111,11 ATRIUM I CONCRETE REPAIR 2900 NA1A FORT PIERCE, FL BALCONY INSPECTION DETAILS _ IN ENGINEERINIl YOW B>w1S WIANRAR k A650CWi6 MNSMMNG MGNE9AIG G /3M8 835-20 .. TREET VERO BEACH, FL 32960 PH. (TT2)569-0035 1p]2)7)8-361] YBfiWI R - RI (JRl) 25J-1510 R. RGRGE R. - {N OM) �SWS roe rva.•�;-q86 OE610NE9 qy DRAWN pLl NFM. Rg OnTE 1/tl/2016 scuE ul6 DECK EDGE REPAIRS EDGE REPAIRS LEGEND ® EXISTING #5 STEEL REBAR ® NEW y5 STEEL DOWEL BARS EXISTING STEEL #5 BAR REMOVED CONCRETE AT EDGE TYP. 12" (MAX. 18) WIDE TYP. 12" MAX. 18" 10" -\{ L PROVIDE SHORING \ FOR FORMWORK 2"x2" ALUMINUM RAIL POST BASE EMBEDDED IN DECK EDGE. FOR POST BASE REPAIRS THAT DO NOT COINCIDE WITH EDGE REPAIR, CUT OUT fi x6"x5" SECTION AROUND SUBJECT POST. CAREFULLY WORK AROUND EDGE REBAR. CLEAN & COAT EDGE REBAR. ADD 5/8" THREADED ROD 6" LONG THROUGH POST TO STRENGTHEN CONNECTION OF POST BASE. POUR NEW EDGE CONCRETE 6'x6"x5". CLEAN & COAT EXPOSED REBAR. NO VISIBLE CORROSION SHOULD EXIST ON REBAR AT CONCRETE CUTOFF POINT. REMOVE CONCRETE. IF MORE THAN 157 REBAR DIA. LOSS HAS OCCURRED, THEN ADD STEEL DOWEL BAR AS SHOWN IN SECTION BELOW. MECHANICALLY SCARIFY & ROUGHEN SLAB EDGE. IF BONDING AGENT IS NOT PREMIXED W/ THE CONCRETE, APPLY A BONDING AGENT TO THIS SURFACE PRIOR TO CONCRETE POURING. POUR NEW EDGE W/ SIKACRETE 211 OR 5,000 PSI STRENGTH CONCRETE IF EXISTING TEMP./SHRINK. BARS HAVE OVER 15% DIA. LOSS, THEN REMOVE AND PROVIDE (2) #5 STEEL BARS LONGITUDINALLY. CONCRETE EDGE REPAIRS DRILL 7/8" DIA. HOLE 2" AWAY FROM EXISTING REBAR W/ MORE THAN 15% LOSS & EMBED #5 STEEL DOWEL BAR 10" DEEP INTO EDGE OF CUT-OFF SLAB & ANCHOR W/ SIKADUR ANCHORFIX-1 EPDXY. NOTES 1. FINAL FINISH OF SLABS SHALL BE SMOOTH SPONGED SANDY FINISH OR AS SPECIFIED ON -SIZE PER OWNERS REQUIREMENTS. 2. FOR ANY TENSION BAR, MAXIMUM CONCRETE COVER SHALL BE 2" & MINIMUM COVER 1.5". TEMPERATURE/SHRINKAGE STEEL TO BE PLACED DIRECTLY UNDER TENSION STEEL. w J. ALL PRODUCT SUBSTITUTIONS MUST FIRST BE APPROVED BY THE ENGINEER. L F y 4. ENGINEER SHALL BE IMMEDIATELY NOTIFIES CONCERNING ANY ENCOUNTERED DISCREPANCIES BETWEEN ACTUAL CONDITIONS & THIS DESIGN. RODO 0 G` 1 iR,•' ATRIUM I CONCRETE REPAIR 2900 N A1A FORT PIERCE. FL I BALCONY INSPECTION DETAILS I M'�� 935-20THSTREET VERO BEACH, FL 32960 PH. (]]2)669-0035 ENGINEERINGONG FX.(R2)]]8361] YGH 130 � a �m ll R R. - R, nxn x5},61G CGNSIARNG ENGINE G CA ]xe /� R. FFRCE R. - Ex pxx7 ,m-mss uenu••] OESiGNEO R,y, AE.R. CHEC GREGKEO RV. ATE +isli:o,6 scaiE Nrs EXPOSING AND UNDERCUTTING OF REINFORCING STEEL THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VER77CAL AND OVERHEAD LOCATIONS THEY ARE ALSO APPLICABLE TO REMOVAL BY HYDRO -DEMOLITION, HYDRO-MILLLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED REINFORCING STEEL. 2. ONCE IN177AL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED CORRODED BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE REPAIR STRUCTURALLY. PROVIDE MINIMUM %, INCH (19 MM) CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR Y, INCH (6MM) LARGER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER. 1^.11 `1 E""^11'E" E 1"" "D ALONG THE BARS TO ES FREE OF BOND INHIBITING ' IS WELL BONDED TO IEEL IS EXPOSED DURING THE 4LL BE TAKEN NOT TO DAMAGE CONCRETE IF BOND BETWEEN NDERCUTTING OF THE BAR SHALL ISE SHALL BE SECURED IN PLACE S OR BY OTHER APPROVED 6) 9.0 yY IZODOR• ` ATRIUM I BALCONY �' 1835-20TH STREET EEO V ERO BEACH. FL 32960 aofi rva..q{=q66 OE61�2ED R,y, CONCRETE REPAIR 2900NA1A FORT PIERCE. FL INSPECTION DETAILS �� I- ENGINEERIN,INC G MIN TND�FNcwFFAWC&GWAm 1 FH.(772)77&3615 FX. (]p2J 1]6-361TMBV uBBWI R-N(321)2 1510 R. EEAL£ R - M m21 1 $M$ oRnvm AER. CHECNED R,y, DATE 1/21/2016 A[AI F MC I t ^ � CLEANING AND REPAIR OF REINFORCING STEEL CLEANING OF REINFORCING STEEL ALL HEAVY CORROSION AND SCALE SHOULD BE REMOVER FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL. OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A TIGHTLY BONDED LIGHT RUST BUILD—UP ON THE SURFACE IS USUALLY NOT DETRIMENTAL TO BOND, UNLESS A PR07ECTIVE COATING IS BEING APPLIED TO THE BAR SURFACE, IN WHICH CASE THE COA7ING MANUFACTURER'S RECOMMENDA77ONS FOR SURFACE PREPARA77ON SHOULD BE FOLLOWED. CONCRETE- •f S•U§ST]t4' REINFORCING STEEL ABRASIVE PATH CLEANING BACKSIDE OF CORRODED BARS REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION IF REINFORCING STEEL HAS LOST SIGNIFICANT CROSS SECTION, A STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL, ONE OF THE FOLLOWING REPAIR METHODS SHOULD BE USED: • COMPLETE BAR REPLACEMENT, OR • ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. REQUIRED LAP NEW BARS MAY BE MECHANICALLY SPLICED TO OLD BARS OR PLACED PARALLEL TO AND APPROXIMATELY J/ IN. (19 MM) FROM EXISTING BARS. LAP LENGTHS SHALL BE DETERMINED IN ACCORDANCE R17H ACI 318; ALSO REFER TO CRSI AND AASHTO MANUAL. AFFECTED LENGTH LOSS OF SEC77ON SUPPLEMENTAL BAR AFFECTED LENGTH �:xa , � F'=� c�z. user � •s REQUIRED LAP ATRIUM I BALCONY 1835-20TH STREET D 1�-�S `' VERO BEACH. FL 32WO DESIGNED k CONCRETE REPAIR INSPECTION �� B Y PH. (772)589-0035 DRnnwN AEft. FX.(772)9]8-381> DNE08ED RV. 2900 N A1A ENGINEERING, INC DETAILS YON 9PA16 VEI.U�AR : ASSDLUT3 YOBWRk R - RI a=,) s51-,s,D DHTB 112 v2o,e FORT PIERCE, FL WMMTNG BlGw G G /3118 R. fVxtF, R. - IN (m) �scn IM SLAB WATER PROOFING ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE. CONCRETE OR LEVELING OVERLAY _ONG GUARD RAILS, SET BOTTOM RAIL 114" MIN. OFF DECK TO ALLOW WATER FLOW OFF DECK. REPAIR PROCEDURE. 1. ALLOW CONCRETE DECKS TO DRY FOR 48 HOURS MINIMUM WITHOUT RAINFALL CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 4% MOISTURE CONTENT. IF REQUIRED BY THE ENGINEER, A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET MAT SHALL BE A 6 MIL CLEAR POLYURETHANE SHEET, SEALED ALL AROUND WITH ADHESIVE TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S SPECIFICATIONS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND APPLICATION TO VERTICAL EDGE OF SLAB. J. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS 3/16- OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE. TOP COAT TO BE COMPATIBLE WITH BASE COAT. 4. APPLY FINAL TOP COATS PER MANUFACTURER'S INSTRUCTIONS. „.•sa)s9a OLE G`ZPY TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S e KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH e RODO 0 VI_ THE APPLICABLE MINIMUM BUILDING CODES AND THE a - L •. FL re? APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE o LOCAL AUTHORITY IN ACCORDANCE WITH FS553 AND FS633. w`,- AiA j.r CJp ATRIUM I CONCRETE REPAIR 2900NAlA FORT PIERCE, FL BALCONY INSPECTION DETAILS 635-20THSTREETO, -,�� VERO BEACH, FL 329809¢'OESI PH.()T2)6690035 _ FX. ("2) 9]6-3631 ENGINEERING,ING YOA fiOXIES WL4PA4 @ /SSOG Yf1B] M R. - M (321) 05 1510 WMIXIIING ENGPIEERPIG G/.TM R. Pm(C£R - RI 0721165-0055 ypflNG1N4_C E0.ipy' pAWN pE.R. ryEcxEo R.v. OFTE 1/21/2016 scuE M1 M� SLAB FULL DEPTH REPAIR REPAIR PROCEDURE., 1. REMOVE ALL DAMAGED OR UNSOUND CONCRETE FOLLOWING THE CONDITIONING OF CONCRETE GUIDELINES 2. SAWCUT THE PERIMETER OF THE REPAIR AREA FORMING A SHOULDER PERPENDICULAR TO THE SUBSTRATE. EXISTING CONDITIONS 3. CHIP OUT THE FULL DEPTH. REMOVAL SHALL SEVERE SPALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UN71L AT LEAST 6' OF THE UNCORRODED REBAR IS OBSERVED. STEP 1 4. THE VER71CAL AND HORIZONTAL SURFACES SHALL BE ROUGHENED WITH }' AMPLITUDE. SAWCUT AROUND PERIMETER OF SPALL 5. SANDBLAST OR HYDROBLAST THE EXPOSED CONCRETE AND REBAR TO REMOVE DUST, LAITANCE AND OTHER BOND INH1817ING MATERIALS. CHIP CONCRETE OUT TO AVOID DAMAGING OR CUTTING EYJS71NG SOUND CONCRETE AND REINFORCEMENT. CLEAN STEEL TO PRODUCE 6. INSERT NEW BARS OF EQUAL DIAMETER NEXT TO A WHITE METAL FINISH. THOSE THAT HAVE DETERIORATED BY MORE THAN 15% ALL NEW STEEL SHALL BE AS7M A-615 GRADE 60. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. STEP 2 7. COAT ALL NEW AND EXISTING REBAR WITH TWO 10 COAT EXPOSED SURFACES MILS OF EPDXY, POLYMER CEMENT SLURRY OR A M7H APPROVED BONDING ZINC —RICH COATING FOR CORROSION PROTECTION. AND AN77—CORROSION INSTALLA77ON SHALL BE DONE FOLLOWING THE AGENT. MANUFACTURER SPECIFICATIONS. 8. THE BONDING AGENT, IF REQUIRED, SHALL BE INSTALLED AS DESCRIBED IN THE MANUFACTURER SPEGFICA71ONS. STEP 3 9. REPAIR REPAIR MORTAR OR READY MIX CONCRETE FILL PREPARED AREA WITH SHALL BE PLACED AS DESCRIBED IN THE REPAIR MORTAR. MANUFACTURER SPECIFICATIONS. 10. REPAIR MIX SHALL HAVE A COMPRESSIVE STEP 4 RESISTANCE OF 5,000 PSI AT 28 DAYS AND A WATER CEMENT RATIO OF 0.45 OR LESS. PROTECT SURFACE WITH APPROPRIATE COATING. 11. FINISH SURFACE TO TEXTURE AND SMOOTHNESS REQUIRED FOR THE SPECIFIC APPLICATIOkjjf,ITT°'g, 12 UPON COMPLE71ON OF FINISHING;OP,ERAdIONS41? ALLOW MATERIAL TO CURE.IN',A000RDANCE�IM•TH �, MANUFACTURERS'S gj RECOMMENDATIONS 13. PROVIDE THE ARCHITECTURAL FINISH REQUIRED BY THE OWN ATRIUM I CONCRETE REPAIR 2900 NAlA FORT FIERCE, FL BALCONY INSPECTION DETAILS J� 1835-20TH STREET -,J B VERO REACH. FL 32960 PH-(772)560-0035 FX. (]T2)7T8-361T ENGINEERING,ING YON BONl6 VW wn @ ASS Km YDBYlR1E R. - RI (321) n5 1510 cON60LTN0 ENGOhERIYG G #no R. nF11CL R - RI (m) yB-y 1s-ab DESIGNED R,y, DRAWN 0.E.R. RECMED R,y, D,1TE 1�21 �2016 6cNE N15 EDGE AND SURFACE CONDITIONING OF CONCRETE BOUNDARY OF LOOSE AND RECOMMENDED DELAMINATED CONCRETE LAYOUT A d• a^ < d e • e a a: < da d . EDGE AND SURFACE CONDITIONING OF CONCRETE 1. THESE DETAILS ARE APPLICABLE TO HORIZONTAL, VERTICAL, AND OVERHEAD LOCATIONS. THEY ARE ALSO APPLICABLE TO REMOVAL BYHYDRO—DEMOLITION, HYDROMILLING, AND ELECTRIC, PNEUMATIC OR HYDRAULIC IMPACT BREAKERS. 2. REMOVE DELAMINATED CONCRETE, UNDERCUT REINFORCING STEEL, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL. J. CHIP OUT THE CONCRETE TO EXPOSE THE ENTIRE CIRCUMFERENCE OF THE REPAR. REMOVAL SHALL CONTINUE ALONG THE LENGTH OF THE REINFORCING STEEL UNTIL AT LEAST 6" OF UNCORRODED STEEL IS OBSERVED. 4. AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE WITH EITHER OF THE FOLLOWING METHODS. 4.1. SAWCUT 112 " (13 MM) OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING STEEL. 4.2. USE POWER EQUIPMENT SUCH AS HYDRODEMOLITION OR IMPACT BREAKERS. AVOID FEATHER EDGES. 4.3. REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARED CORNERS. 5. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) BY ABRASIVE BLASTING OR HIGH PRESSURE WATERBLAS71NG WITH OR WITHOUT ABRASIVE. 6. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL - DELAMINATIONS ARE NOT PRESENT 7. IF HYDRODEMOLITION IS USED; �)vo CEMENT AND PARTICULATE C SLURRY MUST BE REMOVEDY FROM PREPARED SURFACES- C BEFORE SLURRY HARDENS. ^J40�6 ATRIUM I CONCRETE REPAIR 29PI PIERCE, FORT PIERCE, FL BALCONY INSPECTION DETAILS -, MBV1835-20TH STREET VERO BEACH, FL 32960 I PH.(772) 5690o3s _ FX. (9l2) )JB-361] ENGINEERING,LNG W 80XIE5 VGN V c k /650W16 ff. RME R. - PA (321) 351-1510 COHSULTNG FRGWB]iW6 G /Tl'[8 R. F61ML B - PN (7727 WB-9p5! W611 1'4'iiIG DESIGNED RRE WA—RM CHEMO R.V. DATE 1/21/2016 scAiE ufG