VHS Garage Stairs_Drawings.pdf

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AS NOTED

AUGUST 3, 2026

30-18127.11-2

S.E. S.E. S.B.

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GENERAL NOTES

AutoCAD SHX Text THE FOLLOWING GENERAL NOTES SHALL APPLY UNLESS NOTED OTHERWISE ON PLANS. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2021 EDITION OF VUSBC. 2. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS SHOWN ON PLANS WITH EXISTING CONDITIONS PRIOR TO COMMENCING WORK. DO NOT SCALE DIMENSIONS FROM DRAWINGS. 3. ALL NOTES GIVEN ON THESE DRAWINGS ARE SUPPLEMENT TO THE PROJECT SPECIFICATIONS AND ARE INTENDED NOT TO REPLACE THEM. IN THE EVENT OF A CONFLICT BETWEEN THE NOTES AND PROJECT SPECIFICATIONS, CONTRACTOR TO OBTAIN CLARIFICATION IN WRITING. 4. CONTRACTOR SHALL REPORT IMMEDIATELY TO THE ARCHITECT/ENGINEER ANY DISCREPANCIES OR INCORRECT INFORMATION SHOWN ON THE DRAWINGS BASED ON EXISTING CONDITIONS. AFTER REPORTING THE DISCREPANCIES VERBALLY, A WRITTEN REPORT SHOULD THEN FOLLOW. CONTRACTOR SHALL BE DIRECTED BY THE ARCHITECT/ENGINEER REGARDING THE ABOVE MATTER. 5. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND HEALTH LAWS AND REGULATIONS INCLUDING, BUT NOT LIMITED TO: (I.) PROVISIONS, AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AS AMENDED, (II.) THE CONSTRUCTION SAFETY ACT OF 1969, AS AMENED AND WITH ALL MOST RECENT APPLICABLE LAWS, (III.) ORDINANCES, RULE, REGULATIONS, AND ORDER OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE WORK AND (IV.) THE SAFETY OF PERSONS OR PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS. CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNING AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING THE OWNER AND USERS OF ADJACENT UTILITIES. CONTRACTOR SHALL ASSURE THAT ALL OF HIS SUBCONTRACTORS ALSO CONFORM TO ALL HEALTH AND SAFETY LAWS AND REGULATIONS. THE CONTRACTOR SHALL AT ALL TIMES HAVE AN OSHA CERTIFIED "COMPETENT PERSON" ON THE JOB AND AN INDIVIDUAL TRAINED AND SERTIFIED IN FIRST AID BY THE AMERICAN RED CROSS. 6. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEETING REQUIRED FOR SAFETY AND PROPER EXECUTION OF THE WORK. 7. CONTRACTOR IS SOLELY RESPONSIBLE TO PREPARE SHOP DRAWINGS FOR THE BRACING AND SHORING MEMBERS DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER (REGISTERED IN THE COMMONWEALTH OF VIRGINIA) AND TO SUBMIT THEM TO THE ARCHITECT/ENGINEER FOR APPROVAL FOR ALL REPAIRS. 8. WHEN THE PLANS INCLUDE INFORMATION PERTAINING TO SURFACE OBSERVATION, MATERIAL TESTING AND OTHER PRELIMINARY INVESTIGATION, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ARCHITECT/ENGINEER AS TO THE LOCATION, CHARACTER, OR QUANTITY OF THE MATERIALS ENCOUNTERED AND IS ONLY INCLUDED FOR THE CONVENIENCE OF THE BIDDER. THE OWNER/ENGINEER ASSUMES NO RESPONSIBILITY WHATEVER IN RESPECT TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION, AND THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE CONDITIONS INDICATED ARE REPRESENTATIVE OF THOSE EXISTING THROUGHOUT THE WORK, OR THAT UNANTICIPATED DEVELOPMENTS MAY NOT OCCUR, SAID INFORMATION SHALL NOT BE CONSIDERED BY THE PARTIES AS A BASIS FOR THE CONTRACT AWARD AMOUNT. 9. THE PLANS MAY BE SUPPLEMENTED BY STANDARD AND WORKING DRAWINGS AS ARE NECESSARY TO ADEQUATELY DESCRIBE THE WORK. IN THE EVENT, IN THE SOLE JUDGMENT OF THE ARCHITECT/ENGINEER, A CHANGE BECOMES NECESSARY IN THE BEST INTERESTS OF THE PROJECT DUE TO CIRCUMSTANCES NOT KNOWN AT THE TIME THE CONDITION SURVEY WAS PERFORMED OR ARISING THEREAFTER, THE ARCHITECT/ENGINEER MAY ALTER THE PLANS AS MAYBE NECESSARY AND INCREASE OR DECREASE THE QUANTITIES OF WORK TO BE PERFORMED IN ACCORDANCE WITH SUCH CHANGES. THE OWNER SHALL BE INFORMED WITH A COPY OF ALL SUBMITTALS AND CORRESPONDENCE AS THE CHANGES MAY OCCUR. 10. THE CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL SERVICES (ELECTRICAL AND MECHANICAL) AFFECTED BY THE REPAIR WORK. HE SHALL MAKE NECESSARY TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SERVICES TO ALL AREAS OF THE STAIR TOWERS OR OTHER AREAS (NOT IN CONTRACT) AFFECTED BY THE WORK. THE CONTRACTOR SHALL SUBMIT THE METHODS AND SCHEDULE OF CONNECTIONS FOR THE OWNER'S APPROVAL PRIOR TO COMMENCEMENT. 11. CONTRACTOR SHALL NOT ATTEMPT TO BRING ANY CONSTRUCTION EQUIPMENT INTO STAIR TOWER AND/OR PARKING FACILITY PRIOR TO INSTALLATION OF PROPER SHORING MEMBERS APPROVED BY THE ENGINEER AND OF WHICH THE REQUIREMENTS ARE SHOWN ON PLANS. ANY VEHICLE AND/OR EQUIPMENT TO BE USED INSIDE THE STAIR TOWER AND/OR PARKING FACILITY SHALL BE APPROVED BY THE ENGINEER. 12. PRIOR TO START OF CONSTRUCTION, STAIR TOWER SHALL BE SURVEYED BY THE ENGINEER IN THE PRESENCE OF THE CONTRACTOR'S REPRESENTATIVE. DURING THE SURVEY, THE CONTRACTOR'S REPRESENTATIVE SHALL MARK AND MEASURE THE AREAS TO BE REPAIRED AS DIRECTED BY THE ENGINEER. ADDITIONALLY, THE ENGINEER WILL PERFORM INSPECTION FROM TIME TO TIME TO THE REPAIR WORK IN PROGRESS. ANY DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 13. AS THE WORK PROGRESSES, THE CONTRACTOR SHALL PRODUCE "AS-BUILT" DRAWINGS IN THE INSTALLATION OF ALL REPAIR ITEMS UNDER THE CONTRACT. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE "AS-BUILT" DRAWINGS UPDATED ACCORDING TO THE JOB PROGRESS. FOR EACH PAY REQUEST BY THE CONTRACTOR, THE OWNER AND ENGINEER SHALL RECEIVE A COPY OF THE UPDATED "AS-BUILT" DRAWINGS IN A TIMELY MANNER. FINAL PAYMENT MAY NOT BE ISSUED BY THE OWNER PRIOR TO RECEIPT OF "AS-BUILT" DRAWINGS. 14. THE ESTIMATED QUANTITIES OF WORK TO BE DONE AND MATERIALS TO BE FURNISHED UNDER THIS CONTRACT ARE GIVEN IN THE PROPOSAL FORM. THE ACTUAL QUANTITIES MAY BE INCREASED OR DECREASED. PAYMENT TO THE CONTRACTOR WILL BE MADE FOR THE ACTUAL QUANTITY OF WORK PERFORMED AT THE CONTRACT UNIT PRICE. 15. ANY EXTRA WORK BEYOND THE SCHEDULED QUANTITIES, REQUIRING ADDITIONAL COST TO THE OWNER SHALL BE APPROVED BY THE OWNER PRIOR TO TAKING SUCH ACTION. CLAIMS FOR EXTRA WORK WHICH HAVE NOT BEEN AUTHORIZED IN WRITING BY THE OWNER AND APPROVED BY THE ENGINEER WILL BE REJECTED AND THE CONTRACTOR SHALL NOT BE ENTITLED TO PAYMENT. 16. EXECUTION OF THE WORK WILL INVOLVE CONSIDERATION FOR ALLOWING THE OWNER TO CONTINUE OPERATION OF THE FACILITY. PRIOR TO START OF MOBILIZATION, THE CONSTRUCTION SCHEDULE PREPARED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER, BASED ON THE CONSTRUCTION STAGING CRITERIA SET BY THE ENGINEER, AND COORDINATED WITH THE MANAGEMENT OFFICE. 17. CONTRACTOR SHALL PROVIDE ALL CAUTION/PEDESTRIAN WAY FINDING SIGNAGE AS REQUIRED. 18. CONCRETE REPAIRS: ALL NEW AND EXISTING REINFORCING SHALL BE LAP SPLICED WITH CORRESPONDING CONCRETE REPAIRS: ALL NEW AND EXISTING REINFORCING SHALL BE LAP SPLICED WITH CORRESPONDING EXISTING REINFORCING, PER ACI 318-19, SECTION 25.5. 19. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS OTHERWISE SHOWN. SPECIFIC ITEMS DESIGNATED FOR REPAIR THAT ARE NOT INDICATED/DELINEATED ON THE DRAWINGS WILL WILL BE ADDRESSED AS SELECTED BY THE ENGINEER IN THE FIELD. 20. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING THE WORK, OR A TEMPORARY MEANS OF EGRESS PLAN REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING THE WORK, OR A TEMPORARY MEANS OF EGRESS PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.

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SHEET INDEX

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ADDRESS: 725 W OLNEY RD, NORFOLK, VA 23507

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SCOPE OF WORK

AutoCAD SHX Text BASE BID: PATCH PARTIAL DEPTH CONCRETE REPAIRS VERTICAL SURFACE AND OVERHEAD CONCRETE REPAIRS STAIR REPAIRS ROUT AND SEAL CRACKS EXPANSION JOINT REPAIRS RAILING POST REPLACEMENT RAILING BRACKET REPLACEMENT CLEANING AND PAINTING SEALANT REPLACEMENT

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SITE

AutoCAD SHX Text R-1 TYPICAL FLOOR PLAN R-2 REPAIR DETAILS REPAIR DETAILS R-3 REPAIR DETAILS REPAIR DETAILS

AutoCAD SHX Text USE GROUP: STORAGE GROUP S-2 - OPEN PARKING STRUCTURE DESIGN CATEGORY: II (TABLE 1604.5) CONSTRUCTION TYPE: 2C (VUSBC 1990) EQUIVALENT CURRENT CODE CONSTRUCTION TYPE: IIB APPLICABLE CODES ORIGINAL DESIGN: BOCA 1990 EDITION CURRENT: VUSBC 2021 2021 VUSBC PART II (VIRGINIA EXISTING BUILDING CODE) - COMPLIANCE METHOD: CHAPTER 5, REPAIRS SECTIONS 501-GENERAL AND 502-STRUCTURAL 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ACI 562-21, ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES. LIVE LOADS: NO CHANGE

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VICINITY MAP

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POINTS OF CONTACTS

AutoCAD SHX Text OLD DOMINION UNIVERSITY SEAN FREEMAN - PROJECT MANAGER - SFREEMAN@ODU.EDU - 757.684.5915 MOSELEY ARCHITECTS - A/E FIRM WILLIAM ZAWISTOWSKI - BZAWISTOWSKI@MOSELEYDESIGNS.COM - 757.368.2800 DESMAN - RESTORATION ENGINEER STARLING ESPAILLAT - SESPAILLAT@DESMAN.COM - 703.448.1190 SHANNON BENTZ - SBENTZ@DESMAN.COM - 703.448.1190

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AutoCAD SHX Text REPAIR AND PREVENTATIVE MAINTENANCE OF THE EVMS VISITORS GARAGE STAIR TOWERS NORFOLK, VIRGINIA

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PROJECT INFORMATION

AutoCAD SHX Text ASBESTOS AND LEAD DISCLAIMERS: AN ASBESTOS INSPECTION WAS NOT PERFORMED BECAUSE ALL PORTIONS OF THE EXISTING BUILDING THAT MAY BE AFFECTED BY THE WORK WERE ORIGINALLY CONSTRUCTED AFTER JANUARY 1, 1985. AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED BECAUSE THE BUILDING WAS CONSTRUCTED AFTER JANUARY 1, 1985 AND THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR COATED BUILDING COMPONENTS IN THE BUILDING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

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TYPICAL

FLOOR PLAN

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TYPICAL FLOOR PLAN

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AutoCAD SHX Text STAIR 'A' REPAIRS PARTIAL DEPTH CONCRETE REPAIRS 40SF - DETAIL 1/R-2 STAIR THREAD REPLACEMENT 38EA - DETAIL 3/R-2 OVERHEAD & VERTICAL CONCRETE REPAIRS 35SF - DETAIL 2/R-2 EXPANSION JOINT REPLACEMENT 45LF - DETAIL 5/R-3 ROUT AND SEAL CRACKS - DETAIL 4/R-2 REMOVE AND REPLACE RAILING SECTION 4EA - DETAIL 3/R-3 REMOVE AND REPLACE RAILING BRACKETS 4EA - DETAIL 3/R-3 REMOVE AND REPLACE WINDOW PERIMETER SEALANT - DETAIL 2/R-3 REMOVE AND REPLACE WINDOW GLAZING - DETAIL 1/R-3 STAIR SOFFIT PAINTING CLEAN AND PAINT RAILING SYSTEM AND MISCELLANEOUS METALS

AutoCAD SHX Text STAIR 'C' REPAIRS PARTIAL DEPTH CONCRETE REPAIRS 34SF - DETAIL 1/R-2 STAIR THREAD REPLACEMENT 17EA - DETAIL 3/R-2 OVERHEAD & VERTICAL CONCRETE REPAIRS 105SF - DETAIL 2/R-2 EXPANSION JOINT REPLACEMENT 65LF - DETAIL 5/R-3 ROUT AND SEAL CRACKS - DETAIL 4/R-2 REMOVE AND REPLACE WINDOW PERIMETER SEALANT - DETAIL 2/R-3 REMOVE AND REPLACE WINDOW GLAZING - DETAIL 1/R-3 STAIR SOFFIT PAINTING CLEAN AND PAINT RAILING SYSTEM AND MISCELLANEOUS METALS

AutoCAD SHX Text STAIR 'B' REPAIRS PARTIAL DEPTH CONCRETE REPAIRS 16SF - DETAIL 1/R-2 OVERHEAD & VERTICAL CONCRETE REPAIRS 80SF - DETAIL 2/R-2 EXPANSION JOINT REPLACEMENT 30LF - DETAIL 5/R-3 ROUT AND SEAL CRACKS - DETAIL 4/R-2 REMOVE AND REPLACE WINDOW PERIMETER SEALANT - DETAIL 2/R-3 REMOVE AND REPLACE WINDOW GLAZING - DETAIL 1/R-3 STAIR SOFFIT PAINTING CLEAN AND PAINT RAILING SYSTEM AND MISCELLANEOUS METALS

AutoCAD SHX Text CLEAN AND PAINT MISCELLANEOUS METAL AS SPECIFIED AND REPLACE LEAKING EXPANSION JOINT ABOVE PER DETAIL 5/R-2

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REMOVE AND REPLACE SPALLED CONCRETE PER DETAIL 2/R-2

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REMOVE AND REPLACE SPALLED CONCRETE THREAD PER DETAIL 3/R-2

AutoCAD SHX Text REMOVE AND REPLACE HEAVILY CORRODE SECTION OF PIPE RAILING AND BRACKET PER DETAIL 3/R-3

AutoCAD SHX Text REMOVE AND REPLACE ALL WINDOW PERIMETER SEALANT AND GASKETS PER DETAIL 1/R-3 AND PER DETAIL 2/R-3

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OVERHEAD/VERTICAL SURFACE REPAIR DETAIL

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CONCRETE STAIR REPAIR

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SAWCUT 12"

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REMOVE DELAMINATED

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REINFORCING

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CRACKS AND CONTROL JOINTS

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A - TOOLED EDGE DETAIL

B - CRACK SEAL DETAIL

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REPAIR DETAILS

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AutoCAD SHX Text REPAIR PROCEDURE: 1. DETERMINE THE PERIMETER OF THE REPAIR AREA BY DETERMINE THE PERIMETER OF THE REPAIR AREA BY SOUNDING THE SURFACE. 2. ERECT NECESSARY SHORING AT DEMOLITION AREA. ERECT NECESSARY SHORING AT DEMOLITION AREA. 3. REMOVE CONCRETE AT LEAST 3/4" BEHIND REBARS. CARE REMOVE CONCRETE AT LEAST 3/4" BEHIND REBARS. CARE SHALL BE TAKEN AS NOT TO CUT EXISTING REINFORCEMENTS. 4. SAND BLAST CLEAN EXPOSED CONCRETE SURFACE AND SAND BLAST CLEAN EXPOSED CONCRETE SURFACE AND EXPOSED REBARS AND ANY EXPOSED STAIR RAILING CONNECTIONS. REINFORCEMENT THAT HAVE BEEN CUT/DAMAGED OR LOST 20% OR MORE OF THEIR CROSS-SECTION SHALL BE SUPPLEMENTED BY NEW REBARS AS PER A.C.I. CODE REQUIREMENTS. 5. EXPOSED REINFORCEMENT AND ANY EXPOSED STAIR RAILING EXPOSED REINFORCEMENT AND ANY EXPOSED STAIR RAILING COMPONENTS TO BE COATED WITH A RUST INHIBITOR COATING. 6. PRE-WET FOR A MIN. OF 2HRS. PRIOR TO CONCRETE PRE-WET FOR A MIN. OF 2HRS. PRIOR TO CONCRETE PLACEMENT. 7. FORM AND PLACE HIGH STRENGTH CONCRETE. FORM AND PLACE HIGH STRENGTH CONCRETE. 8. AFTER STRIPPING THE FORM, PATCH FORM HOLES WITH AFTER STRIPPING THE FORM, PATCH FORM HOLES WITH APPROVED PATCHING MORTAR. 9. FINISH TO MATCH EXISTING SURFACE AND CURE.FINISH TO MATCH EXISTING SURFACE AND CURE.

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AS REQUIRED

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SHORING

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REMOVE LOOSE AND DELAMINATED CONCRETE TO SOUND CONCRETE

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STAIR REINFORCEMENT TO REMAIN

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STAIR RAILING SYSTEM TO BE CLEANED AND PAINTED

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CLEAN AND COAT STAIR'S SOFFIT AT ALL LEVELS AND ALL THREE STAIR TOWERS

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SAWCUT " DEEP 12" DEEP ALONG PERIMETER OF REPAIR (TYP.)

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FORM ANCHORS

AutoCAD SHX Text FORM AND POUR HIGH STRENGTH CONCRETE. VENT TO BE CAPPED WHEN STEADY FLOW IS EVIDENT

AutoCAD SHX Text REPAIR PROCEDURE: 1. FULLY REMOVE CONCRETE STAIR TREAD AS DELINEATED BY THE ENGINEER IN THE FIELD. FULLY REMOVE CONCRETE STAIR TREAD AS DELINEATED BY THE ENGINEER IN THE FIELD. 2. SANDBLAST CLEAN EXPOSED CONCRETE SURFACE AND EXPOSED REBARS. SANDBLAST CLEAN EXPOSED CONCRETE SURFACE AND EXPOSED REBARS. 3. PROVIDE #3 L-SHAPED DOWELS AS SHOWN (6" O.C.E.W, 2" MIN. EMBED., 2 DOWELS MIN. PER REPAIR. PROVIDE #3 L-SHAPED DOWELS AS SHOWN (6" O.C.E.W, 2" MIN. EMBED., 2 DOWELS MIN. PER REPAIR. 4. PRE WET FOR A MINIMUM OF TWO HOURS PRIOR TO PLACEMENT OF NEW HIGH STRENGTH CONCRETE STAIR TREAD TO MATCH EXISTING PRE WET FOR A MINIMUM OF TWO HOURS PRIOR TO PLACEMENT OF NEW HIGH STRENGTH CONCRETE STAIR TREAD TO MATCH EXISTING ELEVATION, FINISH AND CURE.

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DRILL AND EPOXY GROUT #3 L-SHAPED BARS @ 6"O.C. (MIN. 2 DOWELS PER REPAIR)

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EXISTING SPALLED/ DETERIORATED STAIR TREAD

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EXISTING STAIR REINFORCEMENTS TO REMAIN (TYP.)

AutoCAD SHX Text NOTE: 1. WORK TO BE PERFORMED IS FOR ENTIRE WIDTH OF STAIR DESIGNATED TO BE REPAIRED. ACTUAL EXTENT OF REPAIR TO BE DETERMINED IN THE FIELD.

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REMOVE AND REINSTALL METAL NOSING STRIPS

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CONCRETE

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CROSS-SECTION AS PER ACI CODE

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PROVIDE TOOLED JOINT (TYP.)

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SHORING

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AS REQUIRED

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REQUIREMENTS AND AS DIRECTED BY

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THE ENGINEER.

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NEW HIGH

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STRENGTH

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SUPPLEMENT EXISTING REBARS THAT

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HAVE LOST 20% OR MORE OF THEIR

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AS REQUIRED

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SHORING

AutoCAD SHX Text REPAIR PROCEDURE: 1. CLEAN THE REPAIR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR CLEAN THE REPAIR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR THE REPAIR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR THE REPAIR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR REPAIR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR REPAIR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR AREA FREE OF ALL DUST AND DIRT USING SANDBLASTING OR FREE OF ALL DUST AND DIRT USING SANDBLASTING OR FREE OF ALL DUST AND DIRT USING SANDBLASTING OR OF ALL DUST AND DIRT USING SANDBLASTING OR OF ALL DUST AND DIRT USING SANDBLASTING OR ALL DUST AND DIRT USING SANDBLASTING OR ALL DUST AND DIRT USING SANDBLASTING OR DUST AND DIRT USING SANDBLASTING OR DUST AND DIRT USING SANDBLASTING OR AND DIRT USING SANDBLASTING OR AND DIRT USING SANDBLASTING OR DIRT USING SANDBLASTING OR DIRT USING SANDBLASTING OR USING SANDBLASTING OR USING SANDBLASTING OR SANDBLASTING OR SANDBLASTING OR OR OR OTHER APPROVED MEANS. 2. CLEAN EXPOSED REBARS FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER CLEAN EXPOSED REBARS FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER EXPOSED REBARS FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER EXPOSED REBARS FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER REBARS FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER REBARS FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER FREE FROM ALL RUST BY SANDBLASTING OR BY OTHER FROM ALL RUST BY SANDBLASTING OR BY OTHER FROM ALL RUST BY SANDBLASTING OR BY OTHER ALL RUST BY SANDBLASTING OR BY OTHER ALL RUST BY SANDBLASTING OR BY OTHER RUST BY SANDBLASTING OR BY OTHER RUST BY SANDBLASTING OR BY OTHER BY SANDBLASTING OR BY OTHER BY SANDBLASTING OR BY OTHER SANDBLASTING OR BY OTHER SANDBLASTING OR BY OTHER OR BY OTHER OR BY OTHER BY OTHER BY OTHER OTHER OTHER APPROVED MEANS. 3. SAND BLAST CLEAN ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT SAND BLAST CLEAN ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT BLAST CLEAN ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT BLAST CLEAN ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT CLEAN ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT CLEAN ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT ANY EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT EXISTING EXPOSED REINFORCEMENTS AND SUPPLEMENT EXPOSED REINFORCEMENTS AND SUPPLEMENT EXPOSED REINFORCEMENTS AND SUPPLEMENT REINFORCEMENTS AND SUPPLEMENT REINFORCEMENTS AND SUPPLEMENT AND SUPPLEMENT AND SUPPLEMENT SUPPLEMENT SUPPLEMENT THE REBAR THAT HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS REBAR THAT HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS REBAR THAT HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS THAT HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS THAT HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS HAVE LOST 20% OR MORE OF ITS CROSS-SECTION AS LOST 20% OR MORE OF ITS CROSS-SECTION AS LOST 20% OR MORE OF ITS CROSS-SECTION AS 20% OR MORE OF ITS CROSS-SECTION AS 20% OR MORE OF ITS CROSS-SECTION AS OR MORE OF ITS CROSS-SECTION AS OR MORE OF ITS CROSS-SECTION AS MORE OF ITS CROSS-SECTION AS MORE OF ITS CROSS-SECTION AS OF ITS CROSS-SECTION AS OF ITS CROSS-SECTION AS ITS CROSS-SECTION AS ITS CROSS-SECTION AS CROSS-SECTION AS CROSS-SECTION AS AS AS DIRECTED BY THE ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING BY THE ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING BY THE ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING THE ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING THE ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING ENGINEER. LAP NEW STEEL PER CURRENT A.C.I. LAPPING LAP NEW STEEL PER CURRENT A.C.I. LAPPING LAP NEW STEEL PER CURRENT A.C.I. LAPPING NEW STEEL PER CURRENT A.C.I. LAPPING NEW STEEL PER CURRENT A.C.I. LAPPING STEEL PER CURRENT A.C.I. LAPPING STEEL PER CURRENT A.C.I. LAPPING PER CURRENT A.C.I. LAPPING PER CURRENT A.C.I. LAPPING CURRENT A.C.I. LAPPING CURRENT A.C.I. LAPPING A.C.I. LAPPING A.C.I. LAPPING LAPPING LAPPING REQUIREMENTS. 4. PRE WET SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE PRE WET SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE WET SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE WET SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE 2 HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE HOURS PRIOR TO PLACEMENT OF CONCRETE. SURFACE PRIOR TO PLACEMENT OF CONCRETE. SURFACE PRIOR TO PLACEMENT OF CONCRETE. SURFACE TO PLACEMENT OF CONCRETE. SURFACE TO PLACEMENT OF CONCRETE. SURFACE PLACEMENT OF CONCRETE. SURFACE PLACEMENT OF CONCRETE. SURFACE OF CONCRETE. SURFACE OF CONCRETE. SURFACE CONCRETE. SURFACE CONCRETE. SURFACE SURFACE SURFACE MUST BE WET TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE BE WET TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE BE WET TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE WET TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE WET TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE TO SATURATED SURFACE DRY (SSD) WITH WITH NO FREE SATURATED SURFACE DRY (SSD) WITH WITH NO FREE SATURATED SURFACE DRY (SSD) WITH WITH NO FREE SURFACE DRY (SSD) WITH WITH NO FREE SURFACE DRY (SSD) WITH WITH NO FREE DRY (SSD) WITH WITH NO FREE DRY (SSD) WITH WITH NO FREE (SSD) WITH WITH NO FREE (SSD) WITH WITH NO FREE WITH WITH NO FREE WITH WITH NO FREE WITH NO FREE WITH NO FREE NO FREE NO FREE FREE FREE STANDING WATER. 5. PLACE HIGH STRENGTH CONCRETE. FINISH TO MATCH THE EXISTING SLAB PLACE HIGH STRENGTH CONCRETE. FINISH TO MATCH THE EXISTING SLAB HIGH STRENGTH CONCRETE. FINISH TO MATCH THE EXISTING SLAB HIGH STRENGTH CONCRETE. FINISH TO MATCH THE EXISTING SLAB STRENGTH CONCRETE. FINISH TO MATCH THE EXISTING SLAB STRENGTH CONCRETE. FINISH TO MATCH THE EXISTING SLAB CONCRETE. FINISH TO MATCH THE EXISTING SLAB CONCRETE. FINISH TO MATCH THE EXISTING SLAB FINISH TO MATCH THE EXISTING SLAB FINISH TO MATCH THE EXISTING SLAB TO MATCH THE EXISTING SLAB TO MATCH THE EXISTING SLAB MATCH THE EXISTING SLAB MATCH THE EXISTING SLAB THE EXISTING SLAB THE EXISTING SLAB EXISTING SLAB EXISTING SLAB SLAB SLAB SURFACE AND WATER CURE. 6. TOOL A JOINT AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF TOOL A JOINT AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF A JOINT AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF A JOINT AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF JOINT AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF JOINT AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF AT PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF PERIMETER OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF NEW CONCRETE PATCH AND AFTER 7 DAYS OF CONCRETE PATCH AND AFTER 7 DAYS OF CONCRETE PATCH AND AFTER 7 DAYS OF PATCH AND AFTER 7 DAYS OF PATCH AND AFTER 7 DAYS OF AND AFTER 7 DAYS OF AND AFTER 7 DAYS OF AFTER 7 DAYS OF AFTER 7 DAYS OF 7 DAYS OF 7 DAYS OF DAYS OF DAYS OF OF OF CURING, SEAL WITH TWO PART POLYURETHANE SEALANT AS PER DETAIL 4/R-2.

AutoCAD SHX Text DEMOLITION PROCEDURE: 1. CONTRACTOR TO VERIFY THE DELAMINATED/SPALLED AREA BY SOUNDING AND CONTRACTOR TO VERIFY THE DELAMINATED/SPALLED AREA BY SOUNDING AND TO VERIFY THE DELAMINATED/SPALLED AREA BY SOUNDING AND TO VERIFY THE DELAMINATED/SPALLED AREA BY SOUNDING AND VERIFY THE DELAMINATED/SPALLED AREA BY SOUNDING AND VERIFY THE DELAMINATED/SPALLED AREA BY SOUNDING AND THE DELAMINATED/SPALLED AREA BY SOUNDING AND THE DELAMINATED/SPALLED AREA BY SOUNDING AND DELAMINATED/SPALLED AREA BY SOUNDING AND DELAMINATED/SPALLED AREA BY SOUNDING AND AREA BY SOUNDING AND AREA BY SOUNDING AND BY SOUNDING AND BY SOUNDING AND SOUNDING AND SOUNDING AND AND AND MARKING THE AREA FOR REPAIR. 2. ERECT NECESSARY SHORING AT THE DEMOLITION AREA. ERECT NECESSARY SHORING AT THE DEMOLITION AREA. 3. SAWCUT PERIMETER OF REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT SAWCUT PERIMETER OF REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT PERIMETER OF REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT PERIMETER OF REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT OF REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT OF REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT REPAIR AREA TO A MIN. 1/2" DEEP WITHOUT AREA TO A MIN. 1/2" DEEP WITHOUT AREA TO A MIN. 1/2" DEEP WITHOUT TO A MIN. 1/2" DEEP WITHOUT TO A MIN. 1/2" DEEP WITHOUT A MIN. 1/2" DEEP WITHOUT A MIN. 1/2" DEEP WITHOUT MIN. 1/2" DEEP WITHOUT MIN. 1/2" DEEP WITHOUT 1/2" DEEP WITHOUT 1/2" DEEP WITHOUT DEEP WITHOUT DEEP WITHOUT WITHOUT WITHOUT CUTTING/DAMAGING REBARS. 4. REMOVE SOUND AND UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS REMOVE SOUND AND UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS SOUND AND UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS SOUND AND UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS AND UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS AND UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS UNSOUND CONCRETE. REMOVE CONCRETE UNDER REBARS CONCRETE. REMOVE CONCRETE UNDER REBARS CONCRETE. REMOVE CONCRETE UNDER REBARS REMOVE CONCRETE UNDER REBARS REMOVE CONCRETE UNDER REBARS CONCRETE UNDER REBARS CONCRETE UNDER REBARS UNDER REBARS UNDER REBARS REBARS REBARS SO AS TO HAVE A 3/4" CLEARANCE BELOW BOTTOM OF LOWEST TOP REBAR. NOTES: 1. ALL STAIR LANDING AREAS MUST BE SOUNDED USING A CHAIN AND ALL ALL STAIR LANDING AREAS MUST BE SOUNDED USING A CHAIN AND ALL STAIR LANDING AREAS MUST BE SOUNDED USING A CHAIN AND ALL STAIR LANDING AREAS MUST BE SOUNDED USING A CHAIN AND ALL LANDING AREAS MUST BE SOUNDED USING A CHAIN AND ALL LANDING AREAS MUST BE SOUNDED USING A CHAIN AND ALL AREAS MUST BE SOUNDED USING A CHAIN AND ALL AREAS MUST BE SOUNDED USING A CHAIN AND ALL MUST BE SOUNDED USING A CHAIN AND ALL MUST BE SOUNDED USING A CHAIN AND ALL BE SOUNDED USING A CHAIN AND ALL BE SOUNDED USING A CHAIN AND ALL SOUNDED USING A CHAIN AND ALL SOUNDED USING A CHAIN AND ALL USING A CHAIN AND ALL USING A CHAIN AND ALL A CHAIN AND ALL A CHAIN AND ALL CHAIN AND ALL CHAIN AND ALL AND ALL AND ALL ALL ALL DELAMINATIONS SHALL BE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE SHALL BE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE SHALL BE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE BE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE BE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE LOCATED AND MARKED EXACTLY IN THE FIELD BY THE AND MARKED EXACTLY IN THE FIELD BY THE AND MARKED EXACTLY IN THE FIELD BY THE MARKED EXACTLY IN THE FIELD BY THE MARKED EXACTLY IN THE FIELD BY THE EXACTLY IN THE FIELD BY THE EXACTLY IN THE FIELD BY THE IN THE FIELD BY THE IN THE FIELD BY THE THE FIELD BY THE THE FIELD BY THE FIELD BY THE FIELD BY THE BY THE BY THE THE THE CONTRACTOR. QUANTITY SHALL BE VERIFIED AND AGREED UPON WITH THE QUANTITY SHALL BE VERIFIED AND AGREED UPON WITH THE QUANTITY SHALL BE VERIFIED AND AGREED UPON WITH THE QUANTITY SHALL BE VERIFIED AND AGREED UPON WITH THE SHALL BE VERIFIED AND AGREED UPON WITH THE SHALL BE VERIFIED AND AGREED UPON WITH THE BE VERIFIED AND AGREED UPON WITH THE BE VERIFIED AND AGREED UPON WITH THE VERIFIED AND AGREED UPON WITH THE VERIFIED AND AGREED UPON WITH THE AND AGREED UPON WITH THE AND AGREED UPON WITH THE AGREED UPON WITH THE AGREED UPON WITH THE UPON WITH THE UPON WITH THE WITH THE WITH THE THE THE ENGINEER PRIOR TO STARTING DEMOLITION. 2. DURING ALL DEMOLITION/REPAIR PROCESSES, CARE MUST BE EXERCISED SO AS DURING ALL DEMOLITION/REPAIR PROCESSES, CARE MUST BE EXERCISED SO AS ALL DEMOLITION/REPAIR PROCESSES, CARE MUST BE EXERCISED SO AS ALL DEMOLITION/REPAIR PROCESSES, CARE MUST BE EXERCISED SO AS DEMOLITION/REPAIR PROCESSES, CARE MUST BE EXERCISED SO AS DEMOLITION/REPAIR PROCESSES, CARE MUST BE EXERCISED SO AS PROCESSES, CARE MUST BE EXERCISED SO AS PROCESSES, CARE MUST BE EXERCISED SO AS CARE MUST BE EXERCISED SO AS CARE MUST BE EXERCISED SO AS MUST BE EXERCISED SO AS MUST BE EXERCISED SO AS BE EXERCISED SO AS BE EXERCISED SO AS EXERCISED SO AS EXERCISED SO AS SO AS SO AS AS AS NOT TO DAMAGE THE EXISTING REINFORCING.

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

REPAIR

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NEW CONCRETE

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TOOLED EDGE

AutoCAD SHX Text REPAIR PROCEDURE: 1. ROUT AND CLEAN CRACKS/CONTROL JOINTS ROUT AND CLEAN CRACKS/CONTROL JOINTS USING COMPRESSED AIR OR OTHER APPROVED MEANS TO REMOVE DUST OR OTHER FOREIGN MATERIALS. 2. PRIME ENTIRE SURFACE OF CONTROL JOINT AND PRIME ENTIRE SURFACE OF CONTROL JOINT AND GROOVE, ALLOW FOR PRIMER TO CURE PROPERLY PRIOR TO INSTALLING SEALANT, IF SEALING CONTROL/CONSTRUCTION JOINTS, APPLY A BOND BREAKER TO BOTTOM OF JOINT BEFORE PRIMING. 3. AFTER PRIMER HAS CURED PROPERLY, INSTALL AFTER PRIMER HAS CURED PROPERLY, INSTALL TWO PART POLYURETHANE JOINT SEALANT. DO NOT OVERFILL JOINT.

AutoCAD SHX Text

EXISTING JOINT. CENTER ROUTED GROOVE ON JOINT

AutoCAD SHX Text

EXISTING FLOOR SLAB

AutoCAD SHX Text

ROUT CRACK & FILL W/ FLEXIBLE SEALANT. INSTALL SEALANT EVENLY WITH SURFACE

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EXISTING CONCRETE

R-3

TYPICAL WINDOW/DOOR GASKET

& WET GLAZE DETAIL

SCALE: NONE

WINDOWFRAME PERIMETER SEALANT DETAIL

SCALE: NONE

RAILING POST REPAIR DETAIL

SCALE: N.T.S

PERIMETER COVE JOINT

R-3

COVE JOINT DETAIL

SCALE: NONE

V.I.F.

R-3

EXPANSION JOINT SYSTEM

SCALE: NONE

V.I.F.

DATEDESCRIPTIONNO.

DRAWING TITLE:

DRAWING NO.

SCALE:

DATE:

PROJECT NO :

DES. DRWN. CK'D.

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REPAIR DETAILS

WINDOW/DOOR FRAME

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CUT FAILED WINDOW/DOOR GASKETS AND APPLY WET GLAZING

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EXTERIOR OF GLASS WINDOW

AutoCAD SHX Text

WINDOW/DOOR FRAME

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EXISTING PRECAST MEMBER

AutoCAD SHX Text NOTE: THOROUGHLY CLEAN ALL EXPOSED JOINT SURFACES TO PROVIDE PROPER THOROUGHLY CLEAN ALL EXPOSED JOINT SURFACES TO PROVIDE PROPER SUBSTRATE FOR NEW SEALANT.

AutoCAD SHX Text

INSTALL NEW SEALANT AND CLOSED CELL BACKER ROD (25% LARGER THAN JOINT WIDTH)

AutoCAD SHX Text CORRODED RAILING POST TO BE REMOVED. PROVIDE NEW PROVIDE NEW PIPE RAILING SECTION OF THE SAME WALL THICKNESS AS EXISTING RAILING FULLY WELDED TO RAIL SECTION TO REMAIN. NEW POST SECTION SHALL BE CLEANED AND PRIMED

AutoCAD SHX Text

BRACKET AND HARDWARE TO BE REMOVED AND REPLACED TO MATCH EXISTING

AutoCAD SHX Text

INSTALL NEW COVE JOINT AROUND CURB PER DETAIL 4/R-3

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STAIR RAILING SYSTEM TO BE CLEANED AND PAINTED

AutoCAD SHX Text

INSTALL NEW EXPANSION JOINT PER DETAIL 5/R-3

AutoCAD SHX Text REPAIR PROCEDURE: 1. ROUT/GRIND AND CLEAN JOINTS USING ROUT/GRIND AND CLEAN JOINTS USING COMPRESSED AIR OR OTHER APPROVED MEANS TO REMOVE DUST OR OTHER FOREIGN MATERIAL. 2. PRIME JOINT SURFACES AND ALLOW FOR PRIMER PRIME JOINT SURFACES AND ALLOW FOR PRIMER TO CURE PROPERLY PRIOR TO INSTALLING SEALANT. 3. AFTER PRIMER HAS CURED PROPERLY, INSTALL AFTER PRIMER HAS CURED PROPERLY, INSTALL TWO PART POLYURETHANE JOINT SEALANT.

AutoCAD SHX Text

FINISHED FLOOR SURFACE

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SEALANT MATERIAL 1/4" MIN. THROAT

AutoCAD SHX Text

EXISTING WALL, CURB, SIDEWALK

AutoCAD SHX Text NOTE: 1. CONTRACTOR TO VERIFY JOINT WIDTH AT EVERY LOCATION CONTRACTOR TO VERIFY JOINT WIDTH AT EVERY LOCATION AND INSTALL THE APPROPRIATE JOINT AS PER MANUFACTURER'S RECOMMENDATIONS. REPAIR PROCEDURE: 1. FULLY REMOVE EXISTING JOINT MATERIAL. FULLY REMOVE EXISTING JOINT MATERIAL. 2. MODIFY JOINT BLOCK-OUTS AS REQUIRED PER NEW JOINT MODIFY JOINT BLOCK-OUTS AS REQUIRED PER NEW JOINT MANUFACTURER REQUIREMENTS. 3. CLEAN AND GRIND VERTICAL JOINT SURFACE TO ENSURE CLEAN AND GRIND VERTICAL JOINT SURFACE TO ENSURE SOUND CONCRETE SUBSTRATE. DRY ALL WET SURFACES. 4. INSTALL THE SPECIFIED EXPANSION JOINT SEALS AS PER INSTALL THE SPECIFIED EXPANSION JOINT SEALS AS PER MANUFACTURER INSTRUCTIONS.

AutoCAD SHX Text

PERFORATED FLANGES ENCAPSULATED IN NOSING MATERIAL

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TWO-PART POLYURETHANE ELASTOMERIC NOSING MATERIAL REINFORCED WITH SAND & FIBER

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DECK-TO-DECK

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TWO-PART POLYURETHANE ELASTOMERIC NOSING MATERIAL REINFORCED WITH SAND & FIBER

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EXPANSION JOINT GLAND

AutoCAD SHX Text

TERMINATION BAR ANY MASONRY ANCHOR

AutoCAD SHX Text

WET SEALANT

AutoCAD SHX Text

A-DECK-TO-WALL

AutoCAD SHX Text WHERE REQUIRED, TRIM EXISTING STEEL STUDS AND ANGLES TO PROVIDE THE EXPANSION JOINT BLOCKOUT DIMENSIONS SPECIFIED BY THE MANUFACTURER

AutoCAD SHX Text

DEMOLITION DETAIL

AutoCAD SHX Text NOTE: REPLACE ONLY THE JOINTS SHOWING EVIDENCE OF WATER LEAKAGE OR METAL CORROSION WHEN VIEWED FROM UNDERNEATH.

AutoCAD SHX Text DEMO CONCRETE AS REQUIRED TO PROVIDE THE EXPANSION JOINT BLOCKOUT DIMENSIONS SPECIFIED BY THE MANUFACTURER

AutoCAD SHX Text

EXISTING EXPANSION JOINT TO BE REMOVED