1UROS + TARA | Stone Brand MiniBook

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20 YEARS, THOUSANDS OF CONFLICTING DOCS TACKLED — AND WE’RE OFF TO UPROOT PROPERTY MIS MANAGEMENT. COMMERCIAL OR CONDO, OUR SOLUTION HITS BEDROCK : EXTENSIVE BUT FATEFUL. CURES BY SIMPLIFIED SAFETY. 4X-WINNERS IN ENGINEERING, RESERVES & INSURANCE RECOVERY — THIS MERGING BRAND IS ONE-STOP PIONEERING — THESE 5 PREMIUM SERVICES OTHERWISE REQUIRE 5 FIRMS. 1 INSPECTION, GUARANTEED TIME, MONEY & BUILDINGS $AVED.

HEAVY ON INNOVATION, LED BY A WORLD-DECORATED ENGINEER — WE DON’T JUST STAMP OR DISCUSS. WE BUILD AND MONITOR.

MILESTONE INSPECTIONS; BUILDING RECERTIFICATIONS; ARCHITECTURE & REPAIRS; SEALED BIDDING; CONSTRUCTION MONITORING; FORENSICS & TESTIMONY —

YOU SAY ‘ ENGINEERING ,’ WE SAY ‘ SIMPLE,’ VALUE - ENGINEERING YOUR MONEY FURTHER . ARE YOU SAFE OR NOT? RIGHT CONTRACTORS, RIGHT PRICES. NO DENSE IDEAS. ONLY SIMPLE SOLUTIONS TO REAL PROBLEMS.

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SINK YOUR LIMITS

MILEST NE

PHASE I NO BETTER EYE -TEST OF YOUR BUILDING’S INTEGRITY. WE SEE(K) EVERYTHING IN PHASE I TO AVOID PHASE II .

STRUCTURAL INSPECTIONS

PH SE II

ONLY IF WE FIND MAJOR DISTRESS IN PHASE I AND MUST DIAGNOSE BEFORE REPAIRING. HI-SAFETY , LOW INTRUSION.

OUR ROCKSTAR ENGINEERS CHECK PRIMARY SYSTEMS. FOR YOUR LIFE SAFETY.

SEALED BIDDING

TESTIMONY FORENSICS

CONSTRUCTI N MONITORING ‘ QC ’ YOUR GC . A CENTURY COMBINED.

ELEVATED MILESTONES . THE SOUTHEAST CURES. (C)LEAN, PATENT REPORTS. KILL STRUCTURAL CANCER. RECERTIFICATIONS

STONE COLD CASH

FACE THE MUSIC . NO MORE UNEXPECTED ASSESSMENTS. EXPECT STONE CASH ASSESSMENTS, INSTEAD — TO KEEP BOARDS HAPPY, POCKETS FULL & CONDOS BEAUTIFUL. AMERICA HAS 512 RSs . ONE OF THEM WORKS FOR US .

THE DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE ORIGINAL WORK OF THE designer, AND AS INTELLECTUAL PROPERTY AND INSTRUMENTS OF SERVICE, ARE SUBJECT TO COPYRIGHT AND MAY NOT BE REPRODUCED, DISTRIBUTED, PUBLISHED OR USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE designer.

EXPOXY GROUT NEW STEEL REBAR (TYP) EXISTING REINFORCED CONCRETE COLUMN CHIP OFF LOOSE AND SPALLED CONCRETE AND REPAIR SUING REPAIR MORTAR ACCORDING TO GENERAL AND REPAIR NOTES, REINFORCING, CLEANING, CHIPPING DETAILS,AND SPECIFICATIONS

DETAIL COAT

AT LOCATIONS DIRECTED BY THE ENGINEER IF BAR CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% ,EPOXY DOWEL NEW COLUMN STEEL AND OR SPLICE BARS WITH 30 BAR DIA. MIN. LAP OVER UNCORRODED REINFOCEMENT

SEALANT (CRACK ROUTE TO

TRAFFIC COAT SYSTEM

1 2 ")

1 2 " X

REINFORCED CONCRETE

CRACK LESS THAN 1/16"

BOND BREAKER (IF MOVEMENT IS ANTICIPATED)

REMOVE LOOSE AND DELAMINATED CONCRETE OVER CORRODED REINFORCING STEEL

CRACK OVER 1/16"

4" SEALANT DETAIL COAT TOP COAT(S)

EXISTING REBAR

EXISTING COLUMN TIES

SIKALASTIC TRAFFIC SYSTEM BASE COAT AND TOP COAT(S)

BASE COAT

NEW REBAR

CHIP OFF EXISTING CONCRETE PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXISTING BAR AND SURROUNDING CONCRETE THIS UNDERCUTTING WILL PROVIDE CLEARANCE FOR BAR UNDERSIDE CLEANING AND FULL CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE. CONCRETE REMOVAL SHALL EXTEND ALONG THE BAR FREE OF CORROSION AND WHERE THE BAR IS PROPERLY BONDED TO SURROUNDING CONCRETE

REINFORCED CONCRETE

CONTROL JOINT LESS THAN 1"

BACKER ROD OR BOND BEAKER TAPE

FLARE HORIZONTAL SURFACES INWARD

PARTIAL ELEVATION

CONCRETE SUBSTRATE

A101 CONTROL JOINT AND CRACK DETAIL SCALE: NTS

A101 COLUMN REPAIR DETAIL SCALE: NTS

REINFORCING STEEL

CHIP OFF LOOSE AND SPALLED CONCRETE AND REPAIR USING MORTAR ACCORDING TO GENERAL AND REPAIR NOTES

AS DIRECTED BY THE ENGINEER IF THE BAR

EXISTING TIES (SPACING VARIES)

CONCRETE BEAM OR SLAB

REMOVE CORRODED/OXIDIZED STEEL ADD STEEL AS REQUIRED DOWEL NEW STEEL INTO CONCRETE IF EXISTING REBAR HAS LOST MORE THAN 20% OF ITS CROSS-SECTIONAL AREA IF SUFFICIENT SPACE IS AVAILABLE CONTRACTOR MAY SPLICE A NEW BAR MIN SPLICE LENGTH TO BE 30"

CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EPOXY DIAL VERTICAL TIES ARE HORIZONTAL REINFORCING AND SPLICE BARS WITH 24” MINIMUM LAP OVER UNCORROBORATED REINFORCEMENT DRIVER.

A101

DETAIL COAT

AT LOCATIONS DIRECTED BY THE ENGINEER IF BAR CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% ,EPOXY DOWEL NEW COLUMN STEEL AND OR SPLICE BARS WITH 30 BAR DIA. MIN. LAP OVER UNCORRODED REINFOCEMENT

DAMAGED PORTION OF COLUMN FOLLOW REPAIR NOTES TO REPAIR COLUMN AS DESCRIBED IN THE GENERAL AND REPAIR NOTES INSTALL NEW REINFORCING AS REQUIRED EPOXY GROUT NEW STEEL REBAR INTO EXISTING CONCRETE BEAM OR SLAB.

SEALANT (CRACK ROUTE TO 1

TRAFFIC COAT SYSTEM

1 2 ")

2 " X

EXPOXY GROUT NEW STEEL REBAR (TYP) EXISTING REINFORCED CONCRETE COLUMN

NOTES:

1. ONLY A LIMITED PORTION OF THE BEAM SHALL BE REPAIRED AT ONE TIME AS ALLOWED BY THE ENGINEER REPLACE CONCRETE SHALL BE CURED FOR AT LEAST THREE DAYS PRIOR TO

DETAIL COAT

SIKALASTIC TRAFFIC SYSTEM BASE COAT AND TOP COAT(S) CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% ,EPOXY DOWEL NEW COLUMN STEEL AND OR SPLICE BARS WITH 30 BAR DIA. MIN. LAP OVER UNCORRODED REINFOCEMENT BOND BREAKER (IF MOVEMENT IS ANTICIPATED) AT LOCATIONS DIRECTED BY THE ENGINEER IF BAR

REINFORCED CONCRETE

IF SOME NON CORRODED REINFORCING STEEL IS EXPOSED DURING THE CONRETE CHIPPING PROCESS. CARE SHALL BE TAKEN NOT TO DAMAGE THE BOND BETWEEN UNDERCUTTING OF THE BAR SHALL BE REQUIRED

SEALANT (CRACK ROUTE TO 1

CRACK LESS THAN 1/16"

TRAFFIC COAT SYSTEM

CHIP OFF LOOSE AND SPALLED CONCRETE AND REPAIR SUING REPAIR MORTAR ACCORDING TO

THE START OF THE REPAIR OF THE NEXT CORNER OR SECTION OF THE SAME BEAM CONTRACTOR SHALL NOTIFY ENGINEER OF AREAS TO BE REPAIRED AT LEAST 48 HOURS PRIOR TO START OF THE REPAIR. 2. HEAVY DUTY SHORING IS REQUIRED TO SUPPORT THE STRUCTURE BEING SUPPORTED BY THE REINFORCED CONCRETE BEAMS SHORING SHALL BE DESIGNED TO SUPPORT THE LOADS OF ALL FLOORS ABOVE IF MORE THAN 15% OF THE BEANS CROSS-SECTIONAL AREA IS TO BE CHIPPED OFF CONTRACTOR TO SUBMIT SHORING DRAWINGS AND CALCULATIONS AND REVIEW AND APPROVAL SHORING CALCULATIONS AND DRAWINGS ARE TO BE SIGNED AND SEALED BY AN ENGINEER RESIDENT STATE OF FLORIDA 3. SEE GENERAL AND REPAIR NOTES FOR ADDITIONAL INFORMATION ON METHODS AND MATERIALS TO BE USED. 4. STUCCO AND FINISH TO MATCH ADJACENT EXISTING AREAS.

4A LONGITUDINAL SECTION

1 2 ")

2 " X

EXISTING REBAR

REMOVE LOOSE AND DELAMINATED CONCRETE OVER CORRODED REINFORCING STEEL

CRACK OVER 1/16"

NEW REBAR

SEALANT

MAX 1"

GENERAL AND REPAIR NOTES, REINFORCING, CLEANING, CHIPPING DETAILS,AND SPECIFICATIONS

EXISTING REBAR

REINFORCED CONCRETE BEAM EXISTING TIES SPACING VARIES

EXISTING COLUMN TIES

DETAIL COAT TOP COAT(S)

A101

REINFORCED CONCRETE

AS DIRECTED BY THE ENGINEER IF THE BAR

BASE COAT

NEW REBAR FLARE HORIZONTAL SURFACE INWARD

CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EPOXY DIAL VERTICAL TIES ARE HORIZONTAL REINFORCING AND SPLICE BARS WITH 24” MINIMUM LAP OVER UNCORROBORATED REINFORCEMENT DRIVER.

CRACK LESS THAN 1/16"

A101 TYPICAL CORRODED REINFORCING BAR REPAIR DETAIL SCALE: NTS

BOND BREAKER (IF MOVEMENT IS ANTICIPATED)

COLUMN TIES

REMOVE LOOSE AND DELAMINATED CONCRETE OVER CORRODED REINFORCING STEEL

SHORE BEAM PRIOR TO CHIPPING SHORNG TO BE DESIGNED BY CONTRACTORS SHORING ENGINEER.

CRACK OVER 1/16"

CHIP OFF E MINIMUM 3 EXISTING B CONCRETE PROVIDE C UNDERSID CIRCUMFE SURROUND REMOVAL S BAR FREE THE BAR IS SURROUND

REINFORCED CONCRETE EXISTING COLUMN TIES

CONTROL JOINT LESS THAN 1"

SEALANT

EXISTING REBAR

BACKER ROD OR BOND BEAKER TAPE

DETAIL COAT TOP COAT(S)

FLARE HORIZONTAL SURFACES INWARD

PARTIAL ELEVATION

SIKALASTIC TRAFFIC SYSTEM BASE COAT AND TOP COAT(S)

CLEANING OF REINFORCING STEEL

4B CROSS SECTION

BASE COAT

PARTIAL ELEVATION

NOTE:

8 A101 A101 COLUMN REPAIR DETAIL SCALE: NTS BASE OF BALCONY COLUMN TO BE REPAIRED IN SIMILAR FASHION COLUMN REPAIR DETAIL SCALE: NTS 7

REMOVE ALL HEAVY CORROSION AND SCALE FROM THE BAR AS NECESSARY TO PROVIDE MAXIMUM BOND OIL FREE ABRASIVE BLAST IS THE REQUIRED METHOD OR USE POWERED STEEL WIRE BRUSH IF APPROVED BY ENGINEER TO CLEAN BAR TO SILVER STEEL SURFACE ALL AROUND

8 A101

CONCRETE SUBSTRATE

NEW REBAR

CONTROL JOINT AND CRACK DETAIL SCALE: NTS

3 WORDS… FOR 3+ STORY CONDOS: END OF 2024. WE REPLACE ONLY WHAT MAKES SENSE REPLACED. REVISIONS DESCRIPTION # DATE REINFORCED STEEL

A101 CONTROL JOINT & CRACK DETAIL SCALE: NTS

REINFORCED CONCRETE

CONTROL JOINT LESS THAN 1"

BACKER ROD OR BOND BEAKER TAPE

FLARE HORIZONTAL SURFACES INWARD

INSERT ONE WAY POLYETHYLENE VALVE

CONCRETE SUBSTRATE

REINFORC

EXISTING REBAR NEW REBAR 6. APPLY SIKAARMATEC 110 TO ALL REBAR AND CONCRETE SURFACES FOLLOWING MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS 7. REPLACE CONCRETE WITH APPROVED PATCHING MATERIAL FOLLOWING MANUFACTURERS SPECIFICATION. 8. FINISH AND PAINT TO MATCH SURROUNDING AREAS. EXISTING VERTICAL COLUMN REINFORCEMENT (VARIES WITH LOCATION.) 1. REMOVE DETERIORATED LOOSE AND SPALLED CONCRETE SQUARE EDGES 2. EXPOSED REBAR PROVIDE MINIMUM HALF INCH CLEARANCE BETWEEN THE REBAR AND CONCRETE AS REQUIRED. 3. CONTRACTOR TO CHASE CORRODED STEEL UNTIL A MINIMUM OF 6 INCHES OF CORROSION FREE STEEL IS FOUND. 4. IF REBAR IS SEVERELY DAMAGED LOSS OF 20% OR MORE OF ITS CROSS SECTION CONSULT ENGINEER OF RECORD FOR RECOMMENDATIONS. 5. MECHANICALLY CLEAR REBAR WIRE BRUSH SANDBLAST AIR PRESSURE CLEAN. VARIES 3" OR TO DIA. MAX. 1 2 " VERT BAR

CHIP OFF LOOSE AND SPALLED CONCRETE AND REPAIR USING MORTAR ACCORDING TO GENERAL AND REPAIR NOTES

AS DIRECTED BY THE ENGINEER IF THE BAR

EXISTING TIES (SPACING VARIES)

PARTIAL ELEVATION

INJECTION PORTS THE SPACING OF THE INJECTION PORCH SHALL NOT BE GREATER THAN THE DEPTH OF THE STRUCTURAL MEMBER BEING REPAIRED AND NO MORE THAN 12 INCHES IN ANY CASE.

CONCRETE BEAM OR SLAB

4B A101

REMOVE C STEEL AS R INTO CONC LOST MOR CROSS-SE SPACE IS A SPLICE A N BE 30"

AFTER THE INJECTED EPOXY HAS HARDENED, THE PORTS SHALL BE REMOVED , AND BOTH SIDES OF THE CONCRETE SURFACE SHALL BE GRINDED TO MATCH EXISTING STUCCO FINISH AND PAINT TO MATCH ADJACENT EXISTING SURFACES EXPOSED CONCRETE SURFACE SHOULD BE COATED WITH SEEKER TOP SEAL - 107 .

CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EPOXY DIAL VERTICAL TIES ARE HORIZONTAL REINFORCING AND SPLICE BARS WITH 24” MINIMUM LAP OVER UNCORROBORATED REINFORCEMENT DRIVER.

EXISTING REINFORCED CONCRETE COLUMN 8 A101

8 A101

COLUMN REPAIR DETAIL SCALE: NTS

CONTROL JOINT AND CRACK DETAIL SCALE: NTS

MIKE J.

DRAWN BY

AT LOCATIONS DIRECTED BY THE ENGINEER IF BAR CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EXPOXY DOWEL NEW COLUMN STEEL AND OR SPLICE BARS WITH 30 BAR DIAMETER MINIMUM LAP OVER UNCORRODED REINFORCEMENT.

SEAL THE PORTS AND SURFACE BETWEEN TOP AND BOTTOM WITH SIKADUR 31, HI MOD GEL CAPABLE OF WITHSTANDING THE INTERNAL PRESSURE.

REPAIR OF REINFORCING STEEL DUE TO LOSS TO LOSS OF SECTION

MIKE J.

CHECKED BY

NOTES:

CREATIVELY DEFERRING MAINTENANCE & REPAIRS , WE MAGNIFY YOUR RESERVES BY FIELD ENGINEERING .

CHIP OFF LOOSE AND SPALLED CONCRETE AND REPAIR USING MORTAR ACCORDING TO GENERAL AND REPAIR NOTES

AS DIRECTED BY THE ENGINEER IF THE BAR

AFTER THE EPOXY ADHESIVE SEAL HAS CURED SIKADUR 35 HIGH MOD LV EPOXY MUST BE PUMPED INTO THE LOWEST PORT WITH AUTOMATED INJECTION EQUIPMENT A SLOW STURDY PRESSURE IS TO BE MAINTAINED UNTIL THE EPOXY REACHES THE NEXT HIGHER PORT THE LOWER PORT SHALL THEN BE CLOSED AND THE PROCESS IS TO BE REPEATED UNTIL THE ENTIRE CRACK IS SEALED. CLEAN THE CONCRETE SURFACE AND CRACK USE PRESSURED WATER OR SANDBLASTING TO CLEAN CRACK REMOVE ALL DUST LAITANCE GREASE AND ANY OTHER FOREIGN THIS DISINTEGRATED MATERIAL SURFACE AND CRACK AREA ARE TO BE DRY AND CLEAN PRIOR TO SEALING

1. ONLY A LIMITED PORTION OF THE BEAM SHALL BE REPAIRED AT ONE TIME AS ALLOWED BY THE ENGINEER REPLACE CONCRETE SHALL BE CURED FOR AT LEAST THREE DAYS PRIOR TO THE START OF THE REPAIR OF THE NEXT CORNER OR SECTION OF THE SAME BEAM CONTRACTOR SHALL NOTIFY ENGINEER OF AREAS TO BE REPAIRED AT LEAST 48 HOURS PRIOR TO START OF THE REPAIR. 2. HEAVY DUTY SHORING IS REQUIRED TO SUPPORT THE STRUCTURE BEING SUPPORTED 4B A101 EXISTING TIES (SPACING VARIES)

CONCRETE BEAM OR SLAB

IF REINFORCING STEEL HAS LOST 20% OR MORE OF ITS CROSS-SECTIONAL AREA ADD A NEW SUPPLEMENT BAR NEW BARS SPLICED TO OLD BARS BY PLACING OR PLACED PARALLEL TO AND APPROX 1" (19 MM) FROM EXISTING BARS LAP LENGTHS SHALL BE A MIN AS SHOWN CORRODED BAR TO BE CLEANED AND COATED PRIOR TO PLACEMENT OF MORTAR

CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EPOXY DIAL VERTICAL TIES ARE HORIZONTAL REINFORCING AND SPLICE BARS WITH 24” MINIMUM LAP OVER UNCORROBORATED REINFORCEMENT DRIVER.

4" MAX FOR ONE BAR

IF SOME NON CORRODED REINFORCING STEEL IS EXPOSED DURING THE CONRETE CHIPPING PROCESS. CARE SHALL BE TAKEN NOT TO DAMAGE THE BOND BETWEEN UNDERCUTTING OF THE BAR SHALL BE REQUIRED

4A LONGITUDINAL SECTION

6 A101 DAMAGED PORTION OF COLUMN FOLLOW REPAIR NOTES TO REPAIR COLUMN AS DESCRIBED IN THE GENERAL AND REPAIR NOTES INSTALL NEW REINFORCING AS REQUIRED EPOXY GROUT NEW STEEL REBAR INTO EXISTING CONCRETE BEAM OR SLAB.

4" MAX FOR ONE BAR

MAX 1"

AFFECTED LENGTH LOSS OF SECTION

REINFORCED CONCRETE BEAM EXISTING TIES SPACING VARIES

FLARE HORIZONTAL SURFACE INWARD CONTRACTOR SHALL NOTIFY ENGINEER OF COLUMN TO BE REPAIRED AT LEAST 48 HOURS PRIOR TO THE START OF THE REPAIR WORK OUR REPAIRS TO FOLLOW SEQUENCE OF CONSTRUCTION AS ILLUSTRATED IN THESE DRAWINGS IN THE EVENT THAT MORE THAN 25% OF THE COLUMNS CROSS SECTION IS COMPROMISED SHOWING WILL BE REQUIRED CONTRACTOR TO SUBMIT SHORING DRAWING AND CALCULATIONS FOR REVIEW AND APPROVAL SURGERY IS REQUIRED TO SUPPORT THE STRUCTURE TO FACILITATE THE REPAIR OF THE REINFORCED CONCRETE COLUMNS SHOWING SHALL BE DESIGNED TO SUPPORT 25% OF THE TOTAL LOAD OF ALL FLOORS ABOVE SHORING CALCULATIONS AND DRAWINGS ARE SIGNED AND SEALED BY A SHORING ENGINEER REGISTERED IN THE STATE OF FLORIDA. NOTE: 3" OR TO DIA. MAX. 1 2 " VERT BAR

AS DIRECTED BY THE ENGINEER IF THE BAR

NOTES:

BY THE REINFORCED CONCRETE BEAMS SHORING SHALL BE DESIGNED TO SUPPORT THE LOADS OF ALL FLOORS ABOVE IF MORE THAN 15% OF THE BEANS CROSS-SECTIONAL AREA IS TO BE CHIPPED OFF CONTRACTOR TO SUBMIT SHORING DRAWINGS AND

SUPPLEMENTAL BAR

CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EPOXY DIAL VERTICAL TIES ARE

2 A101 CLEANING OF REINFORCING STEEL THE START OF THE REPAIR OF THE NEXT CORNER OR SECTION OF THE SAME BEAM CONTRACTOR SHALL NOTIFY ENGINEER OF AREAS TO BE REPAIRED AT LEAST 48 HOURS PRIOR TO START OF THE REPAIR. 2. HEAVY DUTY SHORING IS REQUIRED TO SUPPORT THE STRUCTURE BEING SUPPORTED 1. ONLY A LIMITED PORTION OF THE BEAM SHALL BE REPAIRED AT ONE TIME AS ALLOWED BY THE ENGINEER REPLACE CONCRETE SHALL BE CURED FOR AT LEAST THREE DAYS PRIOR TO

REQUIRED LAP (SEE TABLE)

TYPICAL CORRODED REINFORCING BAR REP SCALE: NTS

IF S C

COLUMN TIES

HORIZONTAL REINFORCING AND SPLICE BARS WITH 24” MINIMUM LAP OVER UNCORROBORATED REINFORCEMENT DRIVER.

SHORE BEAM PRIOR TO CHIPPING SHORNG TO BE DESIGNED BY CONTRACTORS SHORING ENGINEER.

NOTES:

SHEET TITLE:

4A LONGITUDINAL SECTION

CALCULATIONS AND REVIEW AND APPROVAL SHORING CALCULATIONS AND DRAWINGS ARE TO BE SIGNED AND SEALED BY AN ENGINEER RESIDENT STATE OF FLORIDA 3. SEE GENERAL AND REPAIR NOTES FOR ADDITIONAL INFORMATION ON METHODS AND MATERIALS TO BE USED. 4. STUCCO AND FINISH TO MATCH ADJACENT EXISTING AREAS. AS DIRECTED BY THE ENGINEER IF THE BAR MAX 1"

EXISTING REBAR

T B S

CONCRETE DETAILS

NEW REBAR

PARTIAL ELEVATION

4B CROSS SECTION

6 A101

AFFECTED LENGTH

REINFORCED CONCRETE BEAM EXISTING TIES SPACING VARIES

BASE OF BALCONY COLUMN TO BE REPAIRED IN SIMILAR FASHION

4 A101

7 A101

SBS PROJECT #:

CONTROL JOINT & CRACK DETAIL SCALE: NTS

COLUMN REPAIR DETAIL SCALE: NTS FLARE HORIZONTAL SURFACE INWARD

A101 TYPICAL CONCRETE & REINFORCING BARS PREPARATION REQUREMENTS SCALE: NTS

A101 COLUMN REPAIR DETAIL SCALE: NTS

CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EPOXY DIAL VERTICAL TIES ARE

ISSUE DATE:

2 A101

TYPICAL COR SCALE: NTS

A101

SHEET NUMBER:

COLUMN TIES

INSERT ONE WAY POLYETHYLENE VALVE INJECTION PORTS THE SPACING OF THE INJECTION PORCH SHALL NOT BE GREATER THAN THE DEPTH OF THE STRUCTURAL MEMBER BEING REPAIRED AND NO MORE THAN 12 INCHES IN ANY CASE. HORIZONTAL REINFORCING AND SPLICE BARS WITH 24” MINIMUM LAP OVER UNCORROBORATED REINFORCEMENT DRIVER.

SHORE BEAM PRIOR TO CHIPPING SHORNG TO BE DESIGNED BY CONTRACTORS SHORING ENGINEER.

CONCRETE SUBSTRATE CALCULATIONS AND REVIEW AND APPROVAL SHORING CALCULATIONS AND DRAWINGS ARE TO BE SIGNED AND SEALED BY AN ENGINEER RESIDENT STATE OF FLORIDA 3. SEE GENERAL AND REPAIR NOTES FOR ADDITIONAL INFORMATION ON METHODS AND MATERIALS TO BE USED. 4. STUCCO AND FINISH TO MATCH ADJACENT EXISTING AREAS. 1"

1. REMOVE DETERIORATED LOOSE AND SPALLED CONCRETE SQUARE EDGES 2. EXPOSED REBAR PROVIDE MINIMUM HALF INCH CLEARANCE BETWEEN THE REBAR AND CONCRETE AS REQUIRED. 3. CONTRACTOR TO CHASE CORRODED STEEL UNTIL A MINIMUM OF 6 INCHES OF CORROSION FREE STEEL IS FOUND. 4. IF REBAR IS SEVERELY DAMAGED LOSS OF 20% OR MORE OF ITS CROSS SECTION CONSULT ENGINEER OF RECORD FOR RECOMMENDATIONS. 5. MECHANICALLY CLEAR REBAR WIRE BRUSH SANDBLAST AIR PRESSURE CLEAN. 6. APPLY SIKAARMATEC 110 TO ALL REBAR AND CONCRETE SURFACES FOLLOWING MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS 7. REPLACE CONCRETE WITH APPROVED PATCHING MATERIAL FOLLOWING MANUFACTURERS SPECIFICATION. 8. FINISH AND PAINT TO MATCH SURROUNDING AREAS. EXISTING VERTICAL COLUMN REINFORCEMENT (VARIES WITH LOCATION.) PARTIAL ELEVATION

REINFORCED STEEL

EXISTING VERTICAL COLUMN REINFORCEMENT (VARIES WITH LOCATION.)

EXISTING REINFORCED CONCRETE COLUMN

4B CROSS SECTION

CLEANING OF REINFORCING STEEL

NOTE:

VARIES

BASE OF BALCONY COLUMN TO BE REPAIRED IN SIMILAR FASHION

REMOVE ALL HEAVY CORROSION AND SCALE THE BAR AS NECESSARY TO PROVIDE MAXIM BOND OIL FREE ABRASIVE BLAST IS THE REQ METHOD OR USE POWERED STEEL WIRE BRU APPROVED BY ENGINEER TO CLEAN BAR TO STEEL SURFACE ALL AROUND

4 A101

7 A101

CONTROL JOINT & CRACK DETAIL SCALE: NTS

COLUMN REPAIR DETAIL SCALE: NTS

SEAL THE PORTS AND SURFACE BETWEEN TOP AND BOTTOM WITH SIKADUR 31, HI MOD GEL CAPABLE OF WITHSTANDING THE INTERNAL PRESSURE.

REPAIR OF REINFORCING STEEL DUE TO LOSS TO LOSS OF SECTION

4" MAX FOR ONE BAR

1. SEE TYPICAL REPAIR DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. EPOXY INJECTION TO BE DONE BY QUALIFIED APPLICATOR WITH MINIMUM OF FIVE YEARS EXPERIENCE AND CERTIFIED AS QUALIFIED BY MANUFACTURER SUSPECT IS TRACKED DOWN. 1. REMOVE DETERIORATED LOOSE AND SPALLED CONCRETE SQUARE EDGES 2. EXPOSED REBAR PROVIDE MINIMUM HALF INCH CLEARANCE BETWEEN THE REBAR AND CONCRETE AS REQUIRED. 3. CONTRACTOR TO CHASE CORRODED STEEL UNTIL A MINIMUM OF 6 INCHES OF CORROSION FREE STEEL IS FOUND. 4. IF REBAR IS SEVERELY DAMAGED LOSS OF 20% OR MORE OF ITS CROSS SECTION CONSULT ENGINEER OF RECORD FOR RECOMMENDATIONS. 5. MECHANICALLY CLEAR REBAR WIRE BRUSH SANDBLAST AIR PRESSURE CLEAN. 6. APPLY SIKAARMATEC 110 TO ALL REBAR AND CONCRETE SURFACES FOLLOWING MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS 7. REPLACE CONCRETE WITH APPROVED PATCHING MATERIAL FOLLOWING MANUFACTURERS SPECIFICATION. 8. FINISH AND PAINT TO MATCH SURROUNDING AREAS. NOTES:

REIN STE

3" OR TO 1 DIA. MAX.

2 " VERT BAR

NOT BE GREATER THAN THE DEPTH OF THE STRUCTURAL MEMBER BEING REPAIRED AND NO MORE THAN 12 INCHES IN ANY CASE.

EXISTING REINFORCED CONCRETE COLUMN

4" MAX FOR ONE BAR

AFFECTED LENGTH LOSS OF SECTION

VARIES

CONTRACTOR SHALL NOTIFY ENGINEER OF COLUMN TO BE REPAIRED AT LEAST 48 HOURS PRIOR TO THE START OF THE REPAIR WORK OUR REPAIRS TO FOLLOW SEQUENCE OF CONSTRUCTION AS ILLUSTRATED IN THESE DRAWINGS IN THE EVENT THAT MORE THAN 25% OF THE COLUMNS CROSS SECTION IS COMPROMISED SHOWING WILL BE REQUIRED CONTRACTOR TO SUBMIT SHORING DRAWING AND CALCULATIONS FOR REVIEW AND APPROVAL SURGERY IS REQUIRED TO SUPPORT THE STRUCTURE TO FACILITATE THE REPAIR OF THE REINFORCED CONCRETE COLUMNS SHOWING SHALL BE DESIGNED TO SUPPORT 25% OF THE TOTAL LOAD OF ALL FLOORS ABOVE SHORING CALCULATIONS AND DRAWINGS ARE SIGNED AND SEALED BY A SHORING ENGINEER REGISTERED IN THE STATE OF FLORIDA. AT LOCATIONS DIRECTED BY THE ENGINEER IF BAR CROSS-SECTIONAL AREA HAS BEEN REDUCED BY 20% EXPOXY DOWEL NEW COLUMN STEEL AND OR SPLICE BARS WITH 30 BAR DIAMETER MINIMUM LAP OVER UNCORRODED REINFORCEMENT. 3" OR TO 1 DIA. MAX. 2 " VERT BAR

SUPPLEMENTAL BAR REQUIRED LAP (SEE TABLE)

SEAL THE PORTS AND SURFACE BETWEEN TOP AND BOTTOM WITH SIKADUR 31, HI MOD GEL CAPABLE OF WITHSTANDING THE INTERNAL PRESSURE.

REPAIR OF REINFORCING STEEL LOSS TO LOSS OF SECTION

REQUIRED LAP (SEE TABLE)

3" OR TO 1 DIA. MAX.

2 " VERT BAR

IF REINFORCING STEEL HAS LOST 20% OR A NEW SUPPLEMENT BAR NEW BARS SPLIC PARALLEL TO AND APPROX 1" (19 MM) FRO A MIN AS SHOWN CORRODED BAR TO BE C PLACEMENT OF MORTAR

4" MAX FOR ONE BAR

AFFECTED LENGTH

4" MAX FOR ONE BAR

AFFECTED LE

1 A101

TYPICAL CONCRETE & REINFORCING BARS PREPAR SCALE: NTS

3 A101

6 A101

COLUMN REPAIR DETAIL SCALE: NTS

YOU MUST FUND 8 SYSTEMS. WHY NOT COVER 2-PLANS—WITH—1 GEMSTONE FOR THE COMMUNITY?

REQUIRED LAP (SEE TABLE)

3" OR TO 1 DIA. MAX.

2 " VERT BAR

NOTES:

1 A101

TYPICAL CONCRET SCALE: NTS

3 A101

6 A101

COLUMN REPAIR DETAIL SCALE: NTS

STRUCTURAL INTEGRITY RESERVE STUDIES

DAMAGE HAPPENS.

INSURANCE

INSURANCE ADJUSTERS WORK FOR INSURANCE COMPANIES. WE WORK FOR YOU.

YOU NEED THE RIGHT COVERAGES.

DOLLARS & SENSE .

INSURERS WANT THE RIGHT

SEEING CROOKED? TOO MANY INSURE

WRONG THINGS, WRONG PRICES. COVERING ALL , HEAT & OUT — STONE CUTS ONLY TRUE.

PUBLIC - PRIVATE PARTNERING . FEMA +INSURANCE RECOVERY; YOUR LAST FREE RETAINER

BEING STONE -CONTINGENT. ENGINEERING, GRANTING,

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