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HomeMy WebLinkAboutSchoellkopf Crescent DRWGSLONG ISLAND SOUND LEWIS C H AUTA U Q U A CATTARAGUS ALLEGANY STEUBEN CHEMUNG TIOGA ERIE WYOMING ONTARIO GENESEE NIAGARA ORLEANS MONROE WAYNE YATES SCHUYLER TOMPKINS JEFFERSON OSWEGO ST. LAWRENCE LEWIS ONEIDA ONONDAGA HAMILTON FRANKLIN CLINTON ESSEX WARREN FULTON MONTGOMERY SARATOGA MADISON C O R T L AN D BROOME CHENANGO OTSEGO DELAWARE SCHOHARIE ALBANY SCHENECTADY SULLIVAN ULSTER GREENE RENSSE- LAER DUTCHESS ORANGE PUTNAM ROCKLAND WESTCHESTER CAYU GAS E N E C A C O L U M B IA WA SHIN G TO N H E R K I M ER LAKE ONTARIO LAKE ERIE P E N N S Y L V A N I AP E N N S Y L V A N I A NEW JERSEY C O N N E C T I C U TM A S S.V E R M O N TLIVI N GSTON PROJECT LOCATION GENERAL LOCATION MAP N.T.S. 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com 1/10/202200210BIDDINGSCHOELLKOPF CRESCENT STRUCTURAL STABILIZATIONCORNELL UNIVERSITYBIDDING 1/10/20 2200210 LOCATION MAP S001 -GENERAL NOTES S100 -KEY AND PHASING PLAN S101-NORTH CRESCENT PLAN S102 -SOUTH CRESCENT PLAN S103 -NORTH CRESCENT FRAMING PLAN S104 -SOUTH CRESCENT FRAMING PLAN S200 -STRUCTURAL REPAIR DETAILS S201 -STRUCTURAL REPAIR DETAILS S202 -TYPICAL BLEACHER REPAIR DETAILS S203 -TYPICAL DETAILS DRAWING INDEX CORNELL UNIVERSITY, ITHACA, NY 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION SCHOELLKOPF CRESCENT STADIUM 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:25 AMS001 GENERAL NOTES MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 7. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT. 8. BURNING: DO NOT BURN DEMOLISHED MATERIALS. 9. DISPOSAL: TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. 10. CLEANING: CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY ALL DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN. CONCRETE REPAIR NOTES: 1. ENGINEER TO INSPECT ALL AREAS OF REPAIR AFTER DEMOLITION/REMOVAL OF LOOSE CONCRETE AND PREPARTION OF REINFORCING BUT PRIOR TO APPLICATION OF REPAIR MATERIAL OR COVERING WITH FORMWORK. 2. PROVIDE SHORING OF CONCRETE SLAB AND EXISTING STRUCTURE IF REQUIRED AT ALL CONCRETE REPAIRS TO MAINTAIN STABILITY OF THE EXISTING STRUCTURE. SEE SPECIFICATION 024119. 3. REMOVE ALL LOOSE AND DETERIORATED CONCRETE TO A SOUND SUBSTRATE AND WHERE THE EXPOSED REINF. BARS SHOW ONLY LIGHT RUST. SAWCUT EDGES 3/4" DEEP, IN AS FEW STRAIGHTLINES AS POSSIBLE. EXPOSE ALL REINF. BARS SO THAT A DISTANCE OF AT LEAST 1" IS PROVIDED AROUND EACH BAR. WORK TO BE DONE BY SCABBLER OR OTHER MECHANICAL MEANS TO OBTAIN AN AGGREGATE-FRACTURED SURFACE WITH A MINIMUM SURFACE PROFILE OF 1/16" +/-. 4. SANDBLAST CONCRETE AND REBAR, REMOVE DUST AND DEBRIS. 5. REPLACE REBAR AS REQUIRED AND ADD NEW REBAR TO ALL EXISTING REBAR WITH 10% OR MORE LOSS OF SECTIONAL AREA OF EACH BAR. SPLICE REBAR PER ACI, OR PROVIDE MECHANICAL COUPLERS, AND MATCH EXISTING DIAMETER. ALL NEW REINFORCING BAR TO BE STAINLESS STEEL. APPLY CORROSION INHIBITOR TO ALL EXISTING REINFORCING. 6. SATURATE AREA TO BE REPAIRED WITH WATER. APPLY BONDING AGENT WHERE NOTED. REMOVE ANY STANDING WATER. DO NOT ALLOW TO DRY OUT AS REPAIR IS PROGRESSING. 7. IMMEDIATELY APPLY AN APPROPRIATE REPAIR MATERIAL: a. IF PATCH THICKNESS IS LESS THAN 1 1/2", FILL WITH REPAIR MATERIAL IN 1/2" LAYERS. FOR VERTICAL AND OVERHEAD SURFACES - A REPAIR MORTAR PER SPEC; FOR HORIZONTAL SURFACES - A REPAIR OVERLAYMENT PER SPEC b. OTHERWISE FILL WITH CONCRETE MIX (REFER TO CONCRETE SPECIFICATIONS) IN FORMS. c. APPLY PATCH TO BRING CONCRETE SURFACE BACK TO THE ORIGINAL FINISHED SURFACE. 8. FOR CRACK REPAIR: a. REMOVE AREA OF DEFECT TO A MINIMUM DEPTH OF 1". SQUARE EDGES OF PERIMETER TO AVOID FEATHERING. b. SATURATE AREA TO BE REPAIRED WITH WATER. REMOVE ANY STANDING WATER. DO NOT ALLOW TO DRY OUT AS REPAIR IS PROGRESSING. c. IMMEDIATELY APPLY AN APPROPRIATE MATERIAL; FOR VERTICAL AND OVERHEAD SURFACES - A REPAIR MORTAR PER SPEC; FOR HORIZONTAL SURFACES - A REPAIR OVERLAYMENT PER SPEC. d. ONCE PATCH IS CURED, FINISH TO MATCH EXSTING TEXTURE. 9. PATCH ALL BLEACHER SEATING FASTENER HOLES WITH REPAIR MORTAR PER SPEC (WHERE SEATING WILL NOT BE REPLACED AND HOLES WILL NOT BE REUSED.) UNIT PRICING: 1. INCLUDE IN THE CONTRACT BASE BID THE COST OF REMOVING CORRODED REINFORCING AND REPLACING WITH 60 LBS OF STAINLESS STEEL CONCRETE REINFORCING BARS. 2. INCLUDE IN THE CONTRACT BASE BID THE COST OF PROVIDING 40 EPOXY-COATED MECHANICAL COUPLERS. 3. INCLUDE IN THE CONTRACT BASE BID THE COST OF REMOVING AND REPLACING, OR PARTIAL REPAIR, THE LOWER BLEACHERS AT AISLES AS INDICATED ON THE PLANS AND DETAILS. THE UNIT OF MEASUREMENT IS ONE HALF OF A TREAD, 2'-0" WIDE X 1'-3" DEEP (FROM EDGE OF STEPS TO EDGE OF EXPANSION JOINT COVER) 4. INCLUDE IN THE CONTRACT BASE BID THE COST OF REMOVING AND REPLACING, OR PARTIAL REPAIR, THE LOWER BLEACHERS, NOT AT AISLES, AS INDICATED ON THE PLANS AND DETAILS.THE UNIT OF MEASUREMENT ONE SQUARE FOOT OF TREAD (HORIZONTAL SURFACE.) 5. INCLUDE IN THE CONTRACT BASE BID THE COST OF REMOVING AND REPLACING, OR PARTIAL REPAIR, THE UPPER BLEACHERS AS INDICATED ON THE PLANS AND DETAILS. THE UNIT OF MEASUREMENT ONE SQUARE FOOT OF TREAD (HORIZONTAL SURFACE.) 6. COSTS FOR UNIT PRICING IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, ETC, REQUIRED TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DURING CONSTRUCTION, THE OWNER OR THE ENGINEER WILL DETERMINE THE EXACT EXTENT OF THE WORK REQUIRED.REFER TO THE UNIT PRICES SPECIFICATION FOR UNIT PRICING ASSOCIATED WITH THESE ITEMS TO DETERMINE THE FINAL QUANITITIES OVER, OR UNDER, THE QUANTITIES NOTED ABOVE. GENERAL STRUCTURAL NOTES: 1. BUILDING CODE: BUILDING CODE OF NEW YORK STATE, LATEST EDITION 2. CONSTRUCTION LOADING: DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL LIMIT AND CONTROL CONSTRUCTION LOADING, INCLUDING BUT NOT LIMITED TO: a. MATERIAL STOCKPILING AND EQUIPMENT TO PRECLUDE OVERSTRESSING, CONSTRUCTION LIVE LOAD IN EXCESS OF 20 PSF, OR DAMAGE TO ANY STRUCTURAL ELEMENT. 3. COORDINATION WITH OTHER DISCIPLINES: THE CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH THE ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS AND SPECIFICATIONS. 4. EXISTING CONDITIONS: THE INFORMATION SHOWN ON THESE DOCUMENTS IS THE BEST REPRESENTATION OF EXISTING CONDITIONS AVAILABLE TO THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY AND BRING TO THE ENGINEER'S AND CONSTRUCTION MANAGER'S ATTENTION ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 5. EXISTING STRUCTURES: ALL EXISTING STRUCTURES ADJACENT TO NEW WORK ARE TO BE ADEQUATELY PROTECTED AND/OR SUPPORTED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY NEW OR EXISTING CONSTRUCTION DAMAGED WHILE WORK IS IN PROGRESS. 6. OPENINGS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SIZE AND LOCATION OF ALL OPENINGS IN NEW AND EXISTING CONSTRUCTION WITH THE DISCIPLINE REQUIRING THEM. FOUNDATION NOTES: 1. THE FOUNDATION DESIGN FOR NEW STRUCTURE IS BASED ON EXISTING STADIUM CONSTRUCTION DRAWINGS, DATED 1923. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 3500 PSF. FOUNDATIONS SHALL BEAR ON SOUND, NATIVE SOIL OR SELECT IMPORTED STRUCTURAL FILL. 2. TAKE ALL NECESSARY PRECAUTIONS WHEN EXCAVATING OR DRILLING ADJACENT TO EXISTING STRUCTURES TO AVOID DISTURBING EXISTING FOUNDATIONS. DO NOT EXCAVATE BELOW EXISTING FOUNDATIONS. CONTACT THE ENGINEER IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE DRAWING. 3. ALL EXCAVATIONS SHALL FULLY CONFORM TO LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. 4. DO NOT BACKFILL AGAINST CONCRETE ELEMENTS UNTIL PLACED CONCRETE HAS REACHED 75% OF ITS SPECIFIED 28-DAY COMPRESSIVE STRENGTH. 5. BACKFILL BOTH SIDES OF FOUNDATION WALLS IN EQUAL, ALTERNATE LIFTS IN ORDER TO AVOID IMPOSING UNBALANCED LATERAL PRESSURE ON THE WALLS. 6. ALLOW TESTING AGENCY TO INSPECT AND APPROVE ALL COMPACTED SUBGRADE AND FILL LAYERS PRIOR TO FURTHER BACKFILL AND/OR PLACEMENT OF CONCRETE. TESTING AND INSPECTION RESULTS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. 7. THE SUITABILITY AND STABILITY OF EXISTING SOILS AND FILL, THE DEPTHS AND LATERAL LIMITS OF UNSUITABLE MATERIAL TO BE REMOVED, AND ADEQUACY OF FOUNDATION BEARING GRADES SHALL BE DETERMINED BY THE PROJECT GEOTECHNICAL ENGINEER. 8. BACKFILL AND FILL MATERIALS SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY ACCORDING TO THE MODIFIED PROCTOR TEST (ASTM D-1557). ALL EXISTING BACKFILL SHALL BE RECOMPACTED AS SUCH. 9. EXCAVATION AND BACKFILL OPERATIONS SHALL BE MAINTAINED IN A DRY CONDITION. SURFACE AND INFILTRATING WATER SHALL BE REMOVED BY SITE GRADING AND/OR BY PUMPING FROM SUMPS AS REQUIRED. CONCRETE NOTES: 1. SUBMITTALS a. SUBMIT SHOP DRAWINGS FOR REINFORCING, INCLUDING ALL NECESSARY ACCESSORIES TO HOLD REINFORCING SECURELY IN PLACE, FOR REVIEW AND APPROVAL. WHERE RESUBMITTAL OF SHOP DRAWINGS IS REQUIRED, ALL REVISIONS SHALL BE CLEARLY IDENTIFIED BY CLOUDING AND REVISION TAGS. b. SUBMIT FOR REVIEW ALL MATERIALS AND METHODS FOR CONCRETE CURING. 2. CONCRETE MIXTURE (SEE SPECIFICATION FOR FULL REQUIREMENTS): a. NORMAL-WEIGHT CONCRETE b. PROVIDE SELF-CONSOLIDATING CONCRETE WHERE INDICATED c. EXPOSURE CLASS (PER ACI 318): F3 - EXPOSED TO FREEZE/THAW, WATER, AND DEICING CHEMICALS d. MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI AT 28 DAYS e. MAXIMUM WATER/CEMENT RATIO: 0.40 f. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY 3. PROVIDE THE FOLLOWING MINIMUM CONCRETE CLEAR COVER FOR REINFORCING STEEL, UNLESS OTHERWISE NOTED.: a. CONCRETE PLACED AGAINST EARTH: 3.0 IN. b. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER #6 THROUGH #18 BARS: 2.0 IN. #5 BARS AND SMALLER: 1.5 IN. c. FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER #14 AND #18 BARS: 1.5 IN. #11 BARS AND SMALLER: 1.0 IN. 4. ALL CONCRETE WORK, CONSTRUCTION, AND REINFORCING DETAILS SHALL CONFORM TO THE "BUILDING CODE OF NEW YORK STATE, LATEST EDITION". 5. PROTECT CONCRETE WORK FROM DAMAGE DUE TO COLD TEMPERATURES PER ACI 301 AND ACI 306.1. PROTECT CONCRETE WORK FROM HOT TEMPERATURES PER ACI 301 AND ACI 305.1. 6. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318. 7. REINFORCING BARS TO BE: a. AT FOOTINGS: ASTM A615/A615M, GRADE 60, DEFORMED. b. ALL OTHER CONCRETE: STAINLESS STEEL: ASTM A955/A955M, GRADE 60, TYPE 304, DEFORMED. 8. ALL REINFORCING SHALL BE LAPPED OR EMBEDDED IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED. 9. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING AT CORNERS OR INTERSECTIONS. 10. CHAMFER EXTERIOR CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE. 11. PRIOR TO PLACEMENT OF CONCRETE, A FIELD REPRESENTATIVE SHALL BE INFORMED A MINIMUM OF 24 HOURS IN ADVANCE OF PLACEMENT, TO ALLOW INSPECTION OF REINFORCING STEEL, AND PREPARATION FOR TAKING CONCRETE SAMPLES. INDEPENDENT TESTS ARE REQUIRED FOR ALL CONCRETE PLACEMENTS. 12. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE PLACEMENT. 13. CHEMICAL ADHESIVE ANCHORS: SEE SPEC. 14. CONCRETE SHALL BE CONTROLLED, PROPORTIONED, MIXED AND PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY. 15. AIR-ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 AND WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494 STRUCTURAL STEEL NOTES: 1. SUBMITTALS: a. SUBMIT SHOP DRAWINGS FOR STRUCTURAL STEEL FOR REVIEW AND APPROVAL WHERE SUBMITTAL OF SHOP DRAWINGS IS REQUIRED, ALL REVISIONS SHALL BE CLEARLY IDENTIFIED BY CLOUDING AND REVISION TAGS. b. WELDER QUALIFICATIONS c. WELDING PROCEDURE FOR WELDING TO EXISTING STEEL 2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING: a. WIDE FLANGE SHAPES:....................................................................................ASTM A992 b. PLATES, BARS AND ANGLES:...........................................................................ASTM A36 c. HOLLOW STRUCTURAL SECTIONS (HSS) - SQUARE OR RECTANGULAR:........ASTM A500, GRADE B, Fy = 46 KSI d. HOLLOW STRUCTURAL SECTIONS (HSS) - ROUND: .......................................ASTM A500, GRADE B, Fy = 42 KSI 3. BOLTED CONNECTIONS SHALL CONFORM TO THE FOLLOWING: HIGH-STRENGTH BOLTS (AS INDICATED ON PLANS).......................................ASTM A325, ASTM A490 4. ANCHOR RODS SHALL CONFORM TO THE FOLLOWING: ANCHOR RODS (U.O.N.)...................................................................................ASTM F1554, GRADE 36, WELDABLE (S1) 5. WELDING ELECTRODES SHALL CONFORM TO THE FOLLOWING: AWS SPECIFICATIONS FOR ELECTRODES BASED ON WELDING PROCESS AND THE TYPE AND GRADE OF STEEL. E70XX ELECTRODES (MIN.) FOR FILLET WELDS. 6. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN STRICT ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS. 7. SHOP FABRICATE TO THE GREATEST EXTENT POSSIBLE BY WELDING INCLUDING BEAM STIFFENERS, COLUMN CAPS AND BASES, HOLES AND CONNECTIONS. 8. ERECT ALL STEEL IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS. 9. PROVIDE TEMPORARY BRACING FOR ALL ERECTED STEEL FRAMING UNTIL ALL CONNECTIONS HAVE BEEN FULLY TIGHTENED OR WELDED. 10. CUTS, HOLES, COPES, ETC., REQUIRED FOR WORK OF THE OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. FIELD CUTTING OR BURNING WILL NOT BE PERMITTED. 11. ALL WELDING BOTH SHOP AND FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS SPECIFICATIONS. WELDING ELECTRODES SHALL CONFORM TO ASTM A233, E70-XX. MINIMUM WELD SIZE SHALL BE 1/4 INCHES (FILLET) UNLESS OTHERWISE NOTED. 12. ALL MEMBERS, ASSEMBLIES OR COMPONENTS SHALL BE GALVANIZED. 13. FINISH: HOT-DIP GALVANIZED: IN ACCORDANCE WITH ASTM A123. 14. AFTER ERECTION, ALL DAMAGED AREAS OF GALVANIZING COAT AND AT ALL FIELD WELD LOCATIONS, SHALL BE TOUCHED UP. PREPARE SURFACES IN ACCORDANCE WITH ASTM A780. GENERAL DEMOLITION NOTES: 1. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: a. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE SELECTIVE DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL. b. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO MAINTAIN A WATERTIGHT CONDITION UNTIL PERMANENT CONSTRUCTION IS COMPLETE. c. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. AVOID MARRING EXISTING FINISHED SURFACES. d. NO FLAME CUTTING. e. REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE NON-HAZARDOUS MATERIALS. PROMPTLY DISPOSE OF OFF-SITE. f. ASBESTOS CONTAMINATED MATERICAL (ACM) / HAZARDOUS MATERIALS: .... i. THE OWNER WILL BE RESPONSIBLE FOR ACM OR HAZARDOUS MATERIALS. g. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY METHOD SUITABLE TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT OR DUST GENERATION. h. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. i. DISPOSE OF DEBRIS OFF-SITE PROMPTLY AT CONTRACTOR'S EXPENSE AND IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND CODES. 2. BUILDING ELEMENTS TO REMAIN: DO NOT DEMOLISH BUILDING ELEMENTS BEYOND LIMITS INDICATED. 3. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED. 4. SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS: a. REINFORCED CONCRETE: DEMOLISH IN SMALL SECTIONS. SAW CUT CONCRETE TO A DEPTH OF AT LEAST 3/4 INCH AT JUNCTURES WITH CONSTRUCTION TO REMAIN. DISLODGE CONCRETE FROM REINFORCEMENT AT PERIMETER OF AREAS BEING DEMOLISHED, CUT REINFORCEMENT, AND THEN REMOVE REMAINDER OF CONCRETE INDICATED FOR SELECTIVE DEMOLITION USING MAXIMUM 15-LB CHIPPING HAMMER. NEATLY TRIM OPENINGS TO DIMENSIONS INDICATED. b. CONCRETE SLABS-ON-GRADE: SAW-CUT PERIMETER OF AREA TO BE DEMOLISHED, THEN BREAK UP AND REMOVE. c. WOOD: SAWCUT CLEANLY, LEVEL, PLUMB, AND SQUARE TO DIMENSIONS REQUIRED FOR RECONSTRUCTION. DISPOSAL OF DEMOLISHED MATERIALS d. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED LANDFILL. 5. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. 6. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. (IN ACCORDANCE WITH APPLICABLE BUILDING CODE) STRUCTURAL DESIGN TABLE - IBC 2015 VERSION BUILDING DATA: LOCATION SCHOELLKOPF STADIUM, CORNELL UNIVERSITY, ITHACA, NY 14853 BUILDING OCCUPANCY RISK CATEGORY III IBC 2015 TABLE 1604.5 APPLICABLE BUILDING CODE NEW YORK STATE FLOOR LIVE LOAD: STADIUM LL1 200 PSF IBC 2015 TABLE 1607.1 SNOW LOAD: SNOW LOAD IMPORTANCE FACTOR Is 1.1 ASCE 7-10 TABLE 1.5-2 GROUND SNOW LOAD Pg 40 PSF IBC 2015 FIGURE 1608.2 SNOW EXPOSURE FACTOR Ce 1.0 ASCE 7-10 TABLE 7-2 THERMAL FACTOR Ct 1.2 ASCE 7-10 TABLE 7-3 FLAT ROOF SNOW Pf 37.0 PSF ASCE 7-10 SECTION 7.3 DRIFTING SNOW AS REQ. PER ASCE 7-10 ASCE 7-10 SECTION 7.7 WIND LOAD (MAIN WIND-FORCE RESISTING SYSTEM): ANALYSIS PROCEDURE DIRECTIONAL PROCEDURE ASCE 7-10 CHAPTER 27 ULTIMATE DESIGN WIND SPEED (3-SECOND GUST) Vult 120 mph ASCE 7-10 SECTION 26.5 NOMINAL DESIGN WIND SPEED (3-SECOND GUST) Vasd 93 mph IBC 2015 SECTION 1609.3.1 WIND DIRECTIONALITY FACTOR Kd 0.85 ASCE 7-10 SECTION 26.6 EXPOSURE CATEGORY B ASCE 7-10 SECTION 26.7 INTERNAL PRESSURE COEFFICIENT GCpi +0.18/-0.18 ASCE 7-10 SECTION 26.11 EARTHQUAKE LOAD: SOIL SITE CLASSIFICATION D ASCE 7-10 SECTION 20.3 SPECTRAL RESPONSE ACCELERATION AT 0.2 SEC Ss 0.126g ASCE 7-10 FIGURE 22-1 SPECTRAL RESPONSE ACCELERATION AT 1.0 SEC S1 0.056g ASCE 7-10 SECTION 11.4.1 SEISMIC IMPORTANCE FACTOR Ie 1.25 ASCE 7-10 TABLE 1.5-2 DESIGN SPECTRAL RESPONSE COEFFICIENT SDS 0.134g ASCE 7-10 SECTION 11.4.4 DESIGN SPECTRAL RESPONSE COEFFICIENT SD1 0.09g ASCE 7-10 SECTION 11.4.4 SEISMIC DESIGN CATEGORY B ASCE 7-10 TABLE 11.6-(1&2) STRUCTURAL ABBREVIATIONS LEGEND HORIZ. HORIZONTAL I.F. INSIDE FACE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MANUF. MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM (N) NEW O.C. ON CENTER O.F. OUTSIDE FACE P PIER (SEE SCHEDULE) PLF POUNDS PER LINEAR FOOT REINF. RENFORCING, REINFORCEMENT S.J. SAW-CUT CONTROL JOINT SPA., SP. SPACE OR SPACING STD. STANDARD SDI STEEL DECK INSTITUTE TSF TON PER SQUARE FOOT T&B TOP & BOTTOM T.F. TOP FACE T.O. TOP OF T.O.S. TOP OF STEEL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED V.I.F. VERIFY IN FIELD VERT. VERTICAL W.W.R. WELDED WIRE REINFORCEMENT W/ WITH W.P. WORKING POINT STRUCTURAL ABBREVIATIONS LEGEND ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY APPROX. APPROXIMATE ARCH. ARCHITECT/ARCHITECTURAL B.F. BOTTOM FACE B.O. BOTTOM OF CIP CAST-IN-PLACE CONC. CONCRETE C.J. CONSTRUCTION JOINT CONT. CONTINUOUS COV. COVER DIA. DIAMETER E.F. EACH FACE E.S. EACH SIDE E.W. EACH WAY ELEV. ELEVATION EQ. EQUAL EXIST. EXISTING (E) EXISTING F.F.E. FINISHED FLOOR ELEVATION FW FLATWISE F.D. FLOOR DRAIN F FOOTING FTG. FOOTING FNDN. FOUNDATION GA. GAGE GALV. GALVANIZED H.P. HIGH POINT H.S. HIGH STRENGTH Revisions NO: DATE: DESCRIPTION: SCHEDULE OF STRUCTURAL SPECIAL INSPECTIONS THE FOLLOWING TABLES COMPRISES THE STRUCTURAL SPECIAL INSPECTION REQUIREMENTS FOR THIS PROJECT IN ACCORDANCE WITH CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE. REFER TO THE PROJECT SPECIFICATIONS FOR REQUIRED QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES AND ADDITIONAL TESTING INFORMATION. 1705.2 7.VERIFY PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENT SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. VERIFY DIAMETER, GRADE, TYPE, AND LENGTH OF ANCHOR ROD OR EMBEDMENT ITEM AND THE EXTENT OR DEPTH OF THE EMBEDMENT INTO THE CONCRETE PRIOR TO PLACEMENT OF CONCRETE. 5.INSPECTION TASKS DURING WELDING: A. USE OF QUALIFIED WELDERS B. CONTROL AND HANDLING OF WELDING CONSUMABLES, INCLUDING PACKING AND EXPOSURE C. ENVIRONMENTAL CONDITIONS INCLUDING WIND SPEED WITHIN LIMITS, PRECIPITATION, AND TEMPERATURE D. WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT. TRAVEL SPEED SELECTED WELDING MATERIALS SHIELDING GAS TYPE/FLOW RATE PREHEAT APPLIED INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) PROPER POSITION (F, V, H, OH) E. WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING EACH PASS WITHIN PROFILE LIMITATIONS EACH PASS MEETS QUALITY REQUIREMENTS 6.INSPECTION TASKS AFTER WELDING: A. WELDS CLEANED. B. SIZE, LENGTH, AND LOCATIONS OF WELDS C. WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION WELD/BASE-METAL FUSION CRATER CROSS SECTION WELD PROFILES WELD SIZE UNDERCUT POROSITY D. ARC STRIKES E. k-AREA F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) G. REPAIR ACTIVITIES F. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER 8.INSPECT STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS: A.DETAILS SUCH AS BRACING AND STIFFENERS. B.MEMBER LOCATIONS. C.APPLICATION OF JOINT DETAILS AT EACH CONNECTION. PERIODIC 1.INSPECTION TASKS FOR HIGH-STRENGTH BOLTS, NUTS AND WASHERS PRIOR TO BOLTING: A. VERIFY MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS. B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. C. PROPER FASTENERS SELECTED FOR JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL. E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS. F. PRE-INSTALLATION VERIFICATION AND TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED. G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENERS. 2.INSPECTION TASKS FOR HIGH-STRENGTH BOLTS, NUTS AND WASHERS DURING BOLTING: A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED. B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION. C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING. D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE POST RIGID POINT TOWARD THE FREE EDGES. 3.INSPECTION TASK FOR HIGH-STRENGTH BOLTS, NUTS AND WASHERS AFTER BOLTING: A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS. 4.INSPECTION TASKS PRIOR TO WELDING: A. WELDING PROCEDURE SPECIFICATIONS (WPSs) ARE AVAILABLE B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES ARE AVAILABLE C. MATERIAL IDENTIFICATION (TYPE/GRADE) D. WELDER IDENTIFICATION SYSTEM F. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING & FACE, LEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATION) BACKING TYPE AND FIT (IF APPLICABLE) G. CONFIGURATION AND FINISH OF ACCESS HOLE. H. FIT-UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT ROOT) CLEANLINESS (CONDITION OF STEEL SURFACES) ALIGNMENT (TACK WELD QUALITY AND LOCATION) AISC 360, TABLE N5.6-1 AISC 360, TABLE N5.6-2 AISC 360, TABLE N5.6-3 AISC 360, TABLE N4.6-1 AISC 360, TABLE N4.6-2 AISC 360, TABLE N4.6-3 AISC 360, N5.7 AISC 360, N5.7 PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS AREAS OF INSPECTION & TESTING STEEL CONSTRUCTION -REQUIREMENTS FOR SPECIAL INSPECTION & TESTING FREQUENCY OF INSPECTION OR TESTING REFERENCE STANDARD IBC REFERENCE 1.INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. AREAS OF INSPECTION & TESTING FREQUENCY OF INSPECTION OR TESTING REFERENCE STANDARD 1908.4ACI 318 CH. 20, 25.2, 25.3, 26.6.1 -26.6.3 CAST-IN-PLACE CONCRETE -REQUIREMENTS FOR SPECIAL INSPECTION & TESTING IBC REFERENCE PERIODIC CONTINUOUS ACI 318: 26.5 1908.6, 1908.7, 1908.8 2.INSPECT ANCHORS CAST IN CONCRETE PERIODIC ACI 318: 17.8.2 - 3.INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS. CONTINUOUS PERIODIC ACI 318: 17.8.2.4 ACI 318: 17.8.2 - 4.VERIFY USE OF REQUIRED DESIGN MIX.PERIODIC ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 5.PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONTINUOUS ASTM C172 ASTM C31 ACI 318: 26.4, 26.12 1908.105.PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONTINUOUS ASTM C172 ASTM C31 ACI 318: 26.4, 26.12 1908.10 6.INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 7.VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. PERIODIC ACI 318: 26.5.3 -26.5.5 1908.9 8.VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.PERIODIC ACI 318: 26.11.2 - 9.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. PERIODIC ACI 318: 26.11.2 (b) - 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. AREAS OF INSPECTION & TESTING EARTHWORK -REQUIREMENTS FOR SPECIAL INSPECTION & TESTING FREQUENCY OF INSPECTION OR TESTING REFERENCE STANDARD PERIODIC 1705.6 IBC REFERENCE 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. PERIODIC 3.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS PERIODIC 4.VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. CONTINUOUS 5.PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. PERIODIC - EO EN EM EL EK EJ EH EG EF EE ED EC EB EA EO EN EM EL EK EJ EH EG EF EE ED EC EB EA 24 22a 22 20b 20 20a 18141216106 8421357911131517 19a 19 19b 21 21a 23 CENTERLINE CRESCENT CENTERLINE CRESCENT Q RQR EO EN EM EL EK EJ EH EG EF EE ED EC EB EA K L M O N P K L M N O P Q R 24 22a 22 20b 20 20a 18141216106 8421357911131517 19a 19 19b 21 21a 23 QR CENTERLINE CRESCENT CENTERLINE CRESCENT 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 8" STORM 8" STORM 8" FIELD DRAIN8" FIELD DRAIN 30 35 40 50 55 60 65 70 75 45 30 35 40 50 55 60 65 70 75 45 30 35 40 50 55 60 65 70 45 30 35 40 50 55 60 45 30 35 40 50 55 60 65 70 75 45 30 35 40 50 55 60 65 70 45 30 35 40 50 55 60 65 45 30 35 40 50 55 60 45 30 35 40 30 35 45 50 30 35 40 30 30 35 6"X FORCEDABAND3"W2"W 3"W4 "W 6"XX6"XX 6"XX 6"X 6"X6"X6"X 2"X FORCE 6"XE E E E REPAIR CONC STRINGER BEAMS, SEE S101 PATCH CONC GIRDER UNDER BLEACHERS, SEE S101 REPAIR CONC WALL, SEE S101 CONC REPAIR AT STRINGER BEAM, SEE S102 REPAIR CONC STRINGER BEAM, SEE S102 REPAIR CONC BEAM, SEE S103 REPAIR CONC COLLONADE ROOF BEAM AT EJ CONNECTION, SEE S103 SHORE VOMITORY RAMP BEAM (UNDER BLEACHERS), SEE S103 REPAIR ROUND PRECAST CONCRETE COLLONADE ROOF COLUMN. SEE S104 REPAIR CONC BEAM, SEE S104 SHORE VOMITORY RAMP BEAM (UNDER BLEACHERS), SEE S104 1 2 REPAIR COLONNADE CONC FLOOR BEAM, SEE S103 1 REPAIR COLONNADE CONC FLOOR BEAM, SEE S104 1 1 1 REPAIR CONC WALL, SEE S102 2 2 2 1 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REPLACE URETHANE COATING ON 2 STEPS BLEACHER SLAB REPAIR, TYP 1 1 1 2 KEY AND PHASING PLAN LEGEND PHASE 1 WORK ITEMS -MUST BE COMPLETE BY MAY 1, 2020 PHASE 2 WORK ITEMS -MUST BE COMPLETE BY AUGUST 15, 2020 BUT DO NOT START AN ITEM UNTIL JUNE 1, 2020 IF SUCH ITEM IS NOT ABLE TO BE COMPLETE BY MAY 1, 2020 LOWER BLEACHER, AISLE REPAIR, SEE S101 AND S102 LOWER BLEACHER REPAIR, SEE S101 AND S102 UPPER BLEACHER REPAIR, SEE S101 AND S102 UTILITIES SHOWN ARE EXISTING BURIED UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THESE UTILITIES DURING THE WORK WHICH INCLUDES BUT IS NOT LIMITED TO: LIFT OPERATION, VEHICLE OPERATION, EXCAVATION, AND SHORING. SANITARY SEWER STORM SEWER ELECTRIC UNDERGROUND WATER (POTABLE) CATCH BASIN MANHOLE 6"X 10"XX E 6"W OR 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:26 AMS100 KEY AND PHASING PLAN MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 20'-0"S100 1 KEY AND PHASING PLAN Revisions NO: DATE: DESCRIPTION: EG EF EE ED EC EB EA EG EF EE ED EC EB EA 24 22a 22 20b 20 20a 18141216106 842 CENTERLINE CRESCENT Q R EG EF EE ED EC EB EA K L M O N P Q R 24 22a 22 20b 20 20a 18141216106 842 CENTERLINE CRESCENT 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 8" STORM 8" FIELD DRAIN 30 35 40 50 55 60 65 70 75 45 30 35 40 50 55 60 65 70 75 45 30 35 40 50 55 60 65 70 45 30 35 40 50 55 60 45 30 35 40 30 35 45 50 7 S201 3 S200 2 S201 3 S201 EXIST CONC STAIRS, SHORE STAIR SLAB PRIOR TO DEMO AND CLOSE ACCESS TO STAIRS DURING WORKSHORING LOADS: 300 PLF DEAD LOAD, 60 PLF LIVE LOAD (EACH SIDE) REPAIR CONC STRINGER BEAMS REPAIR CONC GIRDER UNDER BLEACHERS CLOSE AREA OF BLEACHERS PRIOR TO STARTING WORK, SHORE EACH RISER AT AREA OF WORK, SEE ELEVATION REPAIR CONC WALL FILL 1" DIA HOLE WITH REPAIR MORTAR, PATCH WATERPROOF COATING 5' - 0"30' - 0"5' - 0"50' - 0"3' - 0"2' - 1"4' - 0"2' - 6"4' - 0"2' - 6"2' - 1"10' - 0" 4' - 0"5' - 2"2' - 0"2' - 6"4' - 0"16' - 3"2' - 0"2' - 6"7' - 6"4' - 0"2' - 0"2' - 6"4' - 0"2' - 6"4' - 0"2' - 6"4' - 0"25' - 0"3' - 0"1' - 0"EXIST CONC WALL SUPPORT BELOW, TYP BLEACHER REPAIR LEGEND LOWER BLEACHER, AISLE REPAIR, SEE 1/S202 AND 3/S202 LOWER BLEACHER REPAIR, SEE 5/S202 AND 7/S202 UPPER BLEACHER REPAIR, SEE 10/S202 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:27 AMS101 NORTH CRESCENT PLAN MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 10'-0"S101 1 NORTH CRESCENT PLAN NRevisions NO: DATE: DESCRIPTION: EO EN EM EL EK EJ EH EO EN EM EL EK EJ EH 1357911131517 19a 19 19b 21 21a 23 CENTERLINE CRESCENT QR EO EN EM EL EK EJ EH K L M N O P 1357911131517 19a 19 19b 21 21a 23 QR CENTERLINE CRESCENT 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 8" STORM 8" FIELD DRAIN 30 35 40 50 55 60 65 70 75 45 30 35 40 50 55 60 65 70 45 30 35 40 50 55 60 65 45 30 35 40 50 55 60 45 30 35 40 30 30 35 WEST STAIR STRINGER CONCRETE BEAM: REPAIR CONCRETE AT WEST FACE PER CONCRETE REPAIR NOTES AT 2 LOCATIONS, TOTAL OF 1 SF 2" DEEP 6 S201 1 S201 REPAIR CONC STRINGER BEAM EXIST CONC STAIRS, SHORE STAIR SLAB PRIOR TO DEMO AND CLOSE ACCESS TO STAIRS DURING WORK SHORING LOADS: 300 PLF DEAD LOAD, 60 PLF LIVE LOAD FILL 1" DIA HOLE WITH REPAIR MORTAR, PATCH WATERPROOF COATING FILL 1" DIA HOLE WITH REPAIR MORTAR, PATCH WATERPROOF COATING FILL 1" DIA HOLE WITH REPAIR MORTAR, PATCH WATERPROOF COATING REPAIR CONC WALL EXIST EXPANSON JOINT2' - 6"4' - 0" 2' - 0"2' - 6"2' - 0"2' - 6"3' - 0"1' - 0"3' - 0"1' - 0"2' - 0"2' - 6"2' - 0"2' - 6"2' - 0"2' - 6"2' - 0"2' - 6"4' - 0"5' - 0"2' - 6"4' - 0"2' - 6"4' - 0"2' - 1"3' - 0"REPLACE URETHANE COATING ON 2 STEPS EXIST CONC WALL SUPPORT BELOW, TYP BLEACHER REPAIR LEGEND LOWER BLEACHER, AISLE REPAIR, SEE 1/S202 AND 3/S202 LOWER BLEACHER REPAIR, SEE 5/S202 AND 7/S202 UPPER BLEACHER REPAIR, SEE 10/S202 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:27 AMS102 SOUTH CRESCENT PLAN MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 10'-0"S102 1 SOUTH CRESCENT PLAN NRevisions NO: DATE: DESCRIPTION: EG EF EE ED EC EB EA EG EF EE ED EC EB EA 24 22a 22 20b 20 20a 18141216106 842 CENTERLINE CRESCENT Q R EG EF EE ED EC EB EA K L M O N P Q R 24 22a 22 20b 20 20a 18141216106 842 CENTERLINE CRESCENT 5 S201STAIR BELOW 8 S201 10 S201 10 S201 EXIST CONC RETAINING WALL 10 S201 S200 1 OPP HAND REPAIR CONC BEAM, SHORE SUPPORTED SLAB PRIOR TO DEMO AND CLOSE ACCESS TO STEPS DURING WORK. SHORING LOADS: 200 PLF DEAD LOAD, 80 PLF LIVE LOAD REPAIR CONC COLLONADE ROOF BEAM AT EJ CONNECTION, SHORE ADJACENT, SUPPORTED BEAM PRIOR TO DEMO SHORING LOADS: 6.1 KIPS DEAD LOAD, 1.7 KIPS SNOW LOAD VOMITORY RAMP ENTRANCE TO SEATING: CLOSE ACCESS AT BOTH ENDS DURING WORKW10X49W10X49HSS 4X0.313HSS 4X0.313HSS 4X0.313HSS 4X0.3136' - 0"2' - 11"W10X49HSS 4X0.313HSS 4X0.3136' - 0"2' - 11"105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:28 AMS103 NORTH CRESCENT FRAMING PLAN MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 10'-0"S103 1 NORTH CRESCENT FRAMING PLAN NRevisions NO: DATE: DESCRIPTION: EO EN EM EL EK EJ EH EO EN EM EL EK EJ EH 1357911131517 19a 19 19b 21 21a 23 CENTERLINE CRESCENT QR EO EN EM EL EK EJ EH K L M N O P 1357911131517 19a 19 19b 21 21a 23 QR CENTERLINE CRESCENT ROUND PRECAST CONCRETE COLLONADE ROOF COLUMN: REPAIR CONCRETE AT NORTHEAST FACE PER CONCRETE REPAIR NOTES, 2 SF, 2 INCHES DEEP. THIS REPAIRS IS TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING STAIR BELOW EXIST CONC RETAINING WALL 10 S201 10 S201 S200 2 OPP HAND 4 S201 REPAIR CONC BEAM, SHORE SUPPORTED SLAB PRIOR TO DEMO AND CLOSE ACCESS TO STEPS DURING WORK SHORING LOADS: 200 PLF DEAD LOAD, 80 PLF LIVE LOAD VOMITORY RAMP ENTRANCE TO SEATING: CLOSE ACCESS AT BOTH ENDS DURING WORK W10X49W10X49HSS 4X0.313HSS 4X0.313HSS 4X0.313HSS 4X0.3136' - 0"2' - 11"105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:28 AMS104 SOUTH CRESCENT FRAMING PLAN MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 10'-0"S104 1 SOUTH CRESCENT FRAMING PLAN NRevisions NO: DATE: DESCRIPTION: EFEJ EXIST CONC WALL, TYP EXIST CONC BM, TYP REPAIR CONC BEAM, SHORE SUPPORTED SLAB PRIOR TO DEMO AND CLOSE ACCESS TO AREA ABOVE DURING WORK SHORING LOADS: 375 PLF DEAD LOAD, 50 PLF LIVE LOAD EXISTING STRUCTURAL EXPANSION JOINT REPLACE SEALANT AT BOTH SIDES OF COVER (TOP SIDE) EXIST CONC COL, TYP 4 S200 8 Q R EXIST CONC CROSS BM, TYP REMOVE BIRD NETTING AND REINSTALL AFTER REPAIR IS COMPLETE BEAM TO BE REPAIRED IS APPROX. 35 FT ABOVE GRADE 9 S202SIMCONCRETE COLUMN: REPAIR TOP OF CONCRETE COLUMN AT CONNECTION TO BEAM AT EAST FACEAND NORTH FACE PER CONCRETE REPAIR NOTES, TOTAL OF 2 SF, 2" DEEP EXIST CONC COL, TYP EXIST CONC WALL, TYP EXISTING CONC BM, TYP EXISTING STRUCTURE EXPANSION JOINT REPLACE SEALANT AT BOTH SIDES OF COVER (TOP SIDE) REPAIR CONC BEAM, SHORE SUPPORTED SLAB PRIOR TO DEMO AND CLOSE ACCESS TO AREA ABOVE DURING WORK SHORING LOADS: 375 PLF DEAD LOAD, 50 PLF LIVE LOAD 5 S200 R Q 7 EXIST CONC CROSS BM, TYP REMOVE BIRD NETTING AND REINSTALL AFTER REPAIR IS COMPLETE BEAM TO BE REPAIRED IS APPROX. 35 FT ABOVE GRADE 9 S202 S IM REMOVE OLD WOOD FORMWORK (PLYWOOD AND 2X4s) CONC REPAIR APPROX. 0.5 CF AT EACH STEP, REPAIR PER CONC REPAIR NOTES AND DETAILS EXIST CONC BLEACHERS REMOVE EXIST CONC REPAIR AND REPLACE APPROX. 0.5 CF AT EACH STEP, REPAIR PER CONC REPAIR NOTES AND DETAILS, TYP 28 29 30 31 32 33 34 35 36 PROVIDE 1/8" X 6" NEOPRENE OR KOROLATH AT HORIZ SURFACES AND BOND BREAKER AT VERT SURFACES AT REPAIR AREAS, THIS GIRDER IS AT AN EXPANSION JOINT, TYP EXIST CONC GIRDER EXIST CONC COLUMN APPROX GRADE, ACCESS IS TIGHT 37 38 39 CONC REPAIR APPROX. 0.5 CF AT EACH STEP, REPAIR PER CONC REPAIR NOTES AND DETAILS, TYP BLEACHER SEATING ROW NUMBER, TYP 27 26 EXIST TRENCH DRAIN/GUTTER EXIST DRAIN PIPE CONNECTION V.I.F. TYP 2' - 0"V.I.F. TYP1' - 0"CLOSE AREA OF BLEACHERS PRIOR TO STARTING WORK REPAIR UNDERSIDE OF TREAD, 1 SF, 2" DEEP REPAIR UNDERSIDE OF RISER, 1 SF, 2" DEEP 4" SHORE EACH RISER AT REPAIR AREAS. SHORING LOADS: 2.8 KIPS DEAD LOAD, 0.8 KIPS SNOW LOAD REPAIR UNDERSIDE OF RISER, 1 SF, 2" DEEP,EACH 3 S203 TYP AT TREAD 4 S203 TYP AT RISER EXIST CONC BM EXIST CONC COLEXIST CONC COL REPAIR CONC BEAM V.I.F. 11' - 2"V.I.F.5"EXIST BEAM IS 7 1/2" WIDE WITH (2) #6 BOTTOM BARS, V.I.F.11 1/2"11 S201 EXIST CONC SLAB CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING EXIST CONC BM EXIST CONC COLEXIST CONC WALL REPAIR CONC BEAM EXIST BEAM IS 7 1/2" WIDE WITH (2) #6 BOTTOM BARS, , V.I.F. V.I.F. 7' - 0" V.I.F. 1' - 4" EXIST CONC SLAB 11 S201 V.I.F.5"V.I.F.5"V.I.F. 11' - 2" CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:29 AMS200 STRUCTURAL REPAIR DETAILS MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1/2" = 1'-0"S200 1 NORTH CRESCENT PARTIAL COLONNADE FLOOR FRAMING PLAN 1/2" = 1'-0"S200 2 SOUTH CRESCENT PARTIAL COLONNADE FLOOR FRAMING PLAN 1/2" = 1'-0"S200 3 ELEVATION OF CONCRETE GIRDER NN1/2" = 1'-0"S200 5 SOUTH COLONNADE FLOOR BEAM ELEVATION 1/2" = 1'-0"S200 4 NORTH COLONNADE FLOOR BEAM ELEVATION Revisions NO: DATE: DESCRIPTION: EXIST CONC COLUMNS MIN 2' - 0" EXIST CONC STEPS EXIST STADIUM BLEACHER BENCHES, REMOVE AS REQD AND RE-INSTALL EXIST CONC WALL REPLACE APPROX 32 SF OF WATERPROOF COATING, 2 COLORS, MATCH REMOVE EXIST WATERPROOF COATING AND REPAIR CONC AS NEEDED, 10 SF AT 2" DEEP ESTIMATED EXIST PRECAST WALL CAP, REPAIR CRACKS AND DAMAGE (APPROX 2 SF) PER CONCRETE REPAIR NOTES AND SEAL WITH PENETRATING SILANE SEALER PER SPEC CONCRETE REPAIRS OF WALL CAP ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING M IN 4 ' - 0 "M IN 4 ' - 0 "CONC PATCH REPAIR CONC BEAM EXIST HAND RAIL EXIST CONC STAIRS REPAIR CONC BEAM EXIST CONC WALL V . I .F. 7 "V.I . F .5" EXIST STRINGER BEAM IS 8" WIDE WITH (2) #6 BOTTOM BARS, V.I.F. 11 S201 11 S201 CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING 5' - 0" +/- EXIST HAND RAIL EXIST CONC STAIRS CONC REPAIR 3 SF, 4" DEEP INTO END OF WALL REPAIR CONC BEAM V.I.F.7"EXIST STRINGER BEAM IS 8" WIDE WITH (2) #6 BOTTOM BARS, VIF 11 S201 EXIST CONC WALL EXCAVATE (ASPHALT AND SUBBASE) TO EXPOSE FULL LENGTH OF DAMAGE, RESTORE WHEN REPAIR IS COMPLETE CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING EXIST CONC COLUMNS EXIST CONC STEPS EXIST STADIUM BLEACHER BENCHES, REMOVE AS REQD AND RE-INSTALL EXIST CONC WALL REPLACE APPROX 4 SF OF WATERPROOF COATING, MATCH COLOR REMOVE EXIST WATERPROOF COATING AND REPAIR CONC AS NEEDED 12 SF 2" DEEP ESTIMATED EXIST CORNER REPLACE APPROX 21 SF OF WATERPROOF COATING, MATCH COLOR REPLACE SEALANT AT PRECAST CAP JOINT EXIST PRECAST WALL CAP, REPAIR CRACKS AND DAMAGE (APPROX 2 SF) PER CONCRETE REPAIR NOTES AND SEAL WITH PENETRATING SILANE SEALER PER SPEC REMOVE EXIST WATERPROOF COATING AND REPAIR CONC AS NEEDED, 3 SF AT 2" DEEP ESTIMATED CONCRETE REPAIRS OF WALL CAP ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING REPAIR CONC BEAM EXIST CONC BM EXIST CONC STAIRS EXIST HAND RAIL EXIST COLONNADE STEPS BEHIND EXIST BEAM IS 7" WIDE WITH (2) #5 BOTTOM BARS, V.I.F. MIN 7' - 0" 11 S201 V.I.F.7"V.I.F. 10' - 0"V.I.F.1' - 3"CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING ONE FACE OF EXISTING CONCRETE BEAM INCLUDES URETHANE TRAFFIC BEARING DECK COATING -REMOVE AND RECOAT WHEN CONCRETE WORK IS COMPLETE EXIST COL EXIST COLONNADE ROOF BEAM EXIST FOAM EXPANSION JOINT MATERIAL, TO REMAIN 1.5CF CONC REPAIR. SEE CONC REPAIR NOTES. EXISTING REINFORCING TO REMAIN UNLESS CORRODED BEYOND LIMITS AS NOTED IN CONCRETE REPAIR NOTES, NEW REINF TO BE STAINLESS STEEL SHORE DURING CONSTRUCTION SHORING LOADS: 6.1 KIPS DEAD LOAD, 1.7 KIPS SNOW LOAD EXIST BEAM IS 1'-2" WIDE V.I.F.1' - 2"EXIST COLONNADE ROOF BEAM V.I.F.3' - 2"CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING 10" +/- ENGINEER TO INSPECT ALL AREAS OF REPAIR AFTER DEMOLITION/REMOVAL OF LOOSE CONCRETE AND PREPARTION OF REINFORCING BUT PRIOR TO APPLICATION OF REPAIR MATERIAL OR POURING OF CONCRETE. EXIST FOAM EXPANSION JOINT MATERIAL, TO REMAIN, OR REPLACE EXIST (4) #5 BARS, V.I.F. EXIST 5" X 5" CONC TIE BEAM NEW STRUCTURAL SLIDE BEARING PLATE (SEE CONC SPEC), MIRROR-FINISHED STAINLESS STEEL ON TOP (1/4"X4"X6") BOND TO CONCRETE WITH EPOXY BONDING ADHESIVE (SEE CONC SPEC) AND PTFE COATED STAINLESS STEEL ON BOTTOM (1/4"X4"X4" -CENTER ON TOP PLATE), ANCHOR W/CONC POUR W/ (2) 1/2" DIA X 4" LG STAINLESS STEEL STUDS EXIST (2) #5 BARS, V.I.F. EXIST 5" X 5" CONC TIE BEAM 7 S203 6 S203 NOTES: 1. REMOVE EXIST CONC TO MIN EXTENTS AS SHOWN ON DETAILS AND TO POINT WHERE CONCRETE IS SOUND AND REINFORCING IS 80 PERCENT OF CROSS SECTIONAL AREA INTACT, LAP SPLICE NEW REINF PER SCHEDULE OR PROVIDE MECHANICAL COUPLERS PER SPEC, CONTRACTOR'S OPTION. 2. EXIST REINF TO BE VERIFIED IN FIELD. SEE DETAILS FOR ASSUMED BOTTOM BARS. 3. SHORE SUPPORTED SLAB AS NOTED ON PLANS PRIOR TO STARTING DEMOLITION. 4. ALL NEW REINFORCING MATERIAL TO BE STAINLESS STEEL, SEE SPEC. 5. USE SELF-CONSOLIDATING CONCRETE FOR ALL BEAM REPAIRS. 6. ALL CONCRETE BEAM REPAIRS ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING. 7. ENGINEER TO INSPECT ALL AREAS OF REPAIR AFTER DEMOLITION/REMOVAL OF LOOSE CONCRETE AND PREPARTION OF REINFORCING BUT PRIOR TO APPLICATION OF REPAIR MATERIAL OR COVERING WITH FORMWORK. SEE PLAN EXIST BM WIDTH 1 3/4" MAX TYP REMOVE AND REPLACE HATCHED AREA OF BEAM, SEE PLAN AND ELEV FOR MIN EXTENTS CONT. HORIZ BOT BARS, V.I.F. REPLACE AS REQD PER CONCRETE REPAIR NOTES. #3 @ 12 STIRRUPS (NEW), IF EXIST STIRRUPS ARE FOUND REPLACE AS REQD PER CONC REPAIR NOTESSEE DETAILSCONC REPAIRCHAMFER, MATCH EXIST, TYP 1 1/2" COVER, TYP DRILL EXIST CONC AND ANCHOR W/ CHEMICAL ADHESIVE, EMBED 2 3/8" EXIST SLAB APPLY BONDING AGENT PRIOR TO POUR, SEE SPEC TYP1"(2) #4 CONT (NEW)V.I.F.7' - 5"V.I.F.6' - 0"2' - 0" 2' - 9"6' - 0" HSS 4X0.313 STEEL SHORING POSTS, GALV, 12.1 KIPS DEAD LOAD, 5.9 KIPS LIVE LOAD EXIST CONC BEAM, 12" WIDE EXIST CONC GIRDER CONC FTG SEE TYPICAL POST FOOTING DETAIL, TYP EXIST GRADE CRAWLSPACE AREA1' - 2"EXIST SLAB EXIST CONC BEAM (CONTINUES) EXIST PLASTIC CONDUIT TO REMAIN EXIST PVC STORM PIPE TO REMAIN EXIST GRADE EXIST CONC RETAINING WALL V.I.F. 11' - 0" W10X49 STEEL SHORING BEAM GALV, CENTER UNDER EXIST CONC BM EXIST COPPER PIPE, TO REMAIN 3" DIA ELEC METAL CONDUIT, TO REMAIN 1" DIA ELEC METAL CONDUIT, TO REMAIN 2" DIA ELEC METAL CONDUIT, TO REMAIN 6" DIA ELEC METAL CONDUIT, TO REMAIN 2" DIA ELEC METAL CONDUIT, TO REMAIN 1" DIA ELEC METAL CONDUIT, TO REMAIN 1/2" DIA ELEC METAL CONDUIT, TO REMAIN +/- 1' - 0" 2' - 6" +/- SEE TYPICAL BEAM OVER POST DETAIL USE NON-SHRINK GROUT TO PACK ANY GAPS TIGHT BETWEEN BOTTOM OF CONCRETE AND TOP OF STEEL BEAM CONTRACTOR TO PROTECT ALL UTILITIES FROM DAMAGE DURING THE WORK EXIST HAND RAIL EXIST CONC STAIRS 2 SF, 2" DEEP INTO END OF WALL CONC REPAIRV.I.F.10"EXIST CONC WALL 11 S201 2' - 0" REPAIR CONC BEAM EXIST STRINGER BEAM IS 8" WIDE WITH (2) #6 BOTTOM BARS, V.I.F. CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING CONC BEAM REPAIR EXIST CONC BM EXIST HAND RAIL EXIST COLONNADE STEPS BEHIND 11 S201 EXIST BEAM IS 7" WIDE WITH (2) #5 BOTTOM BARS, V.I.F.V.I.F.7"REPAIR CONC BEAM V.I.F. 10' - 0"V.I.F.1' - 3"EXIST CONC STAIRS CONCRETE REPAIRS SHOWN ON THIS DETAIL ARE TO BE ARCHITECTURAL CONCRETE, SEE SPEC FOR MOCKUP, CONCRETE MIX, AND FINISH REQUIREMENTS. NEW CONCRETE TO MATCH EXISTING ONE FACE OF EXISTING CONCRETE BEAM INCLUDES URETHANE TRAFFIC BEARING DECK COATING -REMOVE AND RECOAT WHEN CONCRETE WORK IS COMPLETE 3' - 0" 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:30 AMS201 STRUCTURAL REPAIR DETAILS MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1/2" = 1'-0"S201 7 ELEVATION OF CONCRETE WALL - NORTH END 1/2" = 1'-0"S201 2 NORTH STAIR ELEVATION - EAST STRINGER 1/2" = 1'-0"S201 3 NORTH STAIR ELEVATION - WEST STRINGER 1/2" = 1'-0"S201 6 ELEVATION OF CONCRETE WALL - SOUTH SIDE 1/2" = 1'-0"S201 5 COLONNADE STEPS BEAM - NORTH SIDE 3/4" = 1'-0"S201 8 COLONNADE ROOF BEAM AT EJ 1 1/2" = 1'-0"S201 11 TYPICAL CONCRETE BEAM REPAIR 1/2" = 1'-0"S201 10 TYPICAL BEAM SHORING SECTION 1/2" = 1'-0"S201 1 SOUTH STAIR ELEVATION - EAST STRINGER 1/2" = 1'-0"S201 4 COLONNADE STEPS BEAM - SOUTH SIDE Revisions NO: DATE: DESCRIPTION: S202 2 EXISTING EXPANSION JOINT EXISTING CONCRETE STEP EXISTING SPALL OR DETERIORATED CONCRETE. SEE PLANS FOR EXTENTS - TO BE VERIFIED IN FIELD. LIMITS FULL DEPTH CONCRETE REMOVAL AND REPLACEMENT. SEE PLANS FOR EXTENTS - TO BE VERIFIED IN FIELD. 4'-0" V.I.F.2'-6" BLEACHERV.I.F.EXISTING CONCRETE BLEACHER EXISTING CONCRETE BLEACHER 1'-3" STEP(TYP.) V.I.F.EXISTING CONCRETE INCLUDES URETHANE TRAFFIC BEARING DECK COATING - REMOVE AS REQUIRED AT CONCRETE REPAIR AND BEYOND UNTIL COATING IS FULLY ADHERED LIMITS OF CONCRETE REMOVAL. SEE PLANS FOR EXTENTS - TO BE VERIFIED IN FIELD (MAY NOT REQUIRE FULL DEPTH REMOVAL) 2'-6" V.I.F. 1'-3" TYPICAL STEP 51/2"V.I.F.11"V.I.F.1'-4" V.I.F.EXISTING CONCRETE TO REMAIN FIELD VERIFY EXISTING AIR VOID FIELD VERIFY EXISTING GRADE LOCATION EXISTING REINFORCEMENT TO REMAIN UNLESS CORRODED BEYOND LIMITS AS NOTED IN CONCRETE REPAIR NOTES FORM UNDERSIDE IF NOT ON GRADE EXISTING CONCRETE INCLUDES URETHANE TRAFFIC BEARING DECK COATING - REMOVE AS REQUIRED AT CONCRETE REPAIR AND BEYOND UNTIL COATING IS FULLY ADHERED 4'-0" V.I.F. S202 4 EXISTING EXPANSION JOINT SEAL PERIMETER OF COLD JOINT WITH SEALANT REPLACE EXPANSION JOINT AS NECESSARY WITH PREMOLDED SEAL SYSTEM TO MATCH EXISTING (LYMTAL ISO-FLEX TS-60) REPLACE SEALANT AT EDGES OF EXPANSION JOINT SEE TYPICAL EXPANSION JOINT REPAIR DETAIL RECOAT WITH URETHANE TRAFFIC BEARING DECK COATING WHEN CONCRETE WORK IS COMPLETE, LAP ONTO FULLY ADHERED EXISTING COATING,SEE NOTES URETHANE TRAFFIC BEARING DECK COATING, TYP. ALL NEW EXPOSED CONCRETE SURFACES, LAP ONTO FULLY ADHERED EXISTING COATING, SEE NOTES BONDING AGENT, TYP. AT PERIMETER NOTE: TREAD AND RISER DIMENSIONS TO MATCH EXISTING. #4 @ 12" O.C. (TYP.) #4 BAR TYPICAL 5 1/2" V.I.F.MATCH EXIST8" MI N. EXISTING CONCRETE TO REMAIN 1/2" DIA RADIUSED CHAMFER (TYP.) SLOPE MIN 1/4"/FT OR MATCH EXIST.3"(TYP. ) PLACE FLOWABLE FILL/LEAN CONCRETE OR CRUSHED STONE TO FILL VOID IF ON GRADE #4 DOWEL @ 12" O.C. DRILL AND ANCHOR W/ CHEMICAL ADHESIVE, EMBED 4" MIN, TYP CLEAN EXISTING REINFORCEMENT TO REMAIN PER CONC REPAIR NOTES, REPLACE AS REQUIRED PER NOTES, TYP BOND BREAKER IF ON GRADE; REMOVE FORMWORK IF NOT ON GRADE S202 6 EXISTING SPALL / DETERIORATED CONCRETE SEE PLANS FOR EXTENTS - TO BE VERIFIED IN FIELD 2'-6" BLEACHERV.I.F.EXISTING CONCRETE BLEACHER 1'-3" STEP(TYP.) V.I.F.LIMITS OF FULL DEPTH CONCRETE REMOVAL AND REPLACEMENT (SEE PLAN) EXISTING CONCRETE INCLUDES URETHANE TRAFFIC BEARING DECK COATING - REMOVE AS REQUIRED AT CONCRETE REPAIR AND BEYOND UNTIL COATING IS FULLY ADHERED REMOVE ALUMINUM BLEACHER SEATING AS REQUIRED LIMITS OF CONCRETE REMOVAL SEE PLANS FOR EXTENTS - TO BE VERIFIED IN FIELD (MAY NOT REQUIRE FULL DEPTH REMOVAL) FIELD VERIFY EXISTING AIR VOID EXISTING CONCRETE BLEACHERS TO REMAIN 2'-6" TYPICAL BLEACHER (V.I.F.)11"V.I.F.1'-91/2"V.I.F.FIELD VERIFY EXISTING GRADE LOCATION EXISTING REINFORCEMENT TO REMAIN UNLESS CORRODED BEYOND LIMITS AS NOTED IN CONCRETE REPAIR NOTES FORM UNDERSIDE IF NOT ON GRADE EXISTING CONCRETE INCLUDES URETHANE TRAFFIC BEARING DECK COATING - REMOVE AS REQUIRED AT CONCRETE REPAIR AND BEYOND UNTIL COATING IS FULLY ADHERED REMOVE ALUMINUM BLEACHER SEATING AS REQUIRED 2'-6" BLEACHERV.I.F.EXISTING CONCRETE BLEACHER 1'-3" STEP(TYP.) V.I.F.S202 8 VARIES (SEE PLAN) SEAL PERIMETER OF COLD JOINT WITH SEALANT REINSTALL ALUMINUM BLEACHER SEATING RECOAT WITH URETHANE TRAFFIC BEARING DECK COATING WHEN CONCRETE WORK IS COMPLETE, LAP ONTO FULLY ADHERED EXISTING COATING,SEE NOTES EXISTING CONCRETE BLEACHERS TO REMAIN2'-6" TYPICAL BLEACHER (V.I.F.)11"V.I.F.MATCH EXIST1'-91/2"V.I.F.#4 BAR TYPICAL 8" MI N. #4 @ 12" O.C.(TYP.) BONDING AGENT TYPICAL AT PERIMETER #4 DOWEL @ 12" O.C. DRILL AND ANCHOR W/ CHEMICAL ADHESIVE, EMBED 4" MIN, TYP 1/2" DIA RADIUSED CHAMFER (TYP.)SLOPE MIN 1/4"/FT OR MATCH EXIST.3"(TYP. ) NOTE: TREAD AND RISER DIMENSIONS TO MATCH EXISTING. PLACE FLOWABLE FILL/LEAN CONCRETE OR CRUSHED STONE TO FILL VOID IF ON GRADE URETHANE TRAFFIC BEARING DECK COATING, TYP. NEW EXPOSED CONCRETE SURFACES, LAP ONTO FULLY ADHERED EXISTING COATING, SEE NOTES CLEAN EXISTING REINFORCEMENT TO REMAIN PER CONC REPAIR NOTES, REPLACE AS REQUIRED PER NOTES, TYP BOND BREAKER IF ON GRADE; REMOVE FORMWORK IF NOT ON GRADE REINSTALL ALUMINUM BLEACHER SEATING. PROVIDE STAINLESS STEEL (304) WEDGE ANCHORS, MIN 3/8" DIA BUT APPROPRIATE FOR HOLE SIZE, EMBED 2 1/4" MIN. (2) ANCHORS PER BRACKET, TYPICAL BRACKETS ARE SPACED AT 6FT OC. REPAIR CONCRETE AT EXISTING AS NECESSARY. EXISTING REINFORCING TO REMAIN UNLESS CORRODED BEYOND LIMITS AS NOTED IN CONCRETE REPAIR NOTES 2 EQUAL SPACES6" MATCHEXIST V.I.F.6" V.I.F.1'-0" V.I.F.1 1/2" CLEAR (TYP.)1/2" DIA RADIUSED CHAMFER, TYP URETHANE TRAFFIC BEARING DECK COATING, TYP. NEW EXPOSED CONCRETE SURFACES, LAP ONTO FULLY ADHERED EXISTING REMOVAL REPLACEMENT MIN 1/4"/FT OR SLOPE TO MATCH EXIST EXIST (2) #7, V.I.F. EXIST #4 @ 12" OC, V.I.F. EXIST (1) #4, V.I.F. LIMITS OF CONCRETE REMOVAL. SEE PLANS FOR EXTENTS - TO BE VERIFIED IN FIELD (MAY NOT REQUIRE FULL DEPTH REMOVAL) 1'-0" V.I.F. MATCH EXIST (2) #4 STAINLESS STEEL BARS #4 @ 12 OC STAINLESS STEEL REMOVE AND REPLACE FAILED EXPANSION JOINT SEALANT (TYPICAL ALL CONCRETE REPAIR LOCATIONS THAT ARE ADJACENT TO EJ) REPAIR CONCRETE PER DETAILS THIS SHEET EXISTING EXPANSION JOINT REPLACE AS NECESSARY ASSUME 6 LOCATIONS X 2'-0". LONG AT EACH LOCATION. CONFIRM BONDBREAKING MATERIAL IS PRESENT, IF NOT INSTALL ENGINEER TO INSPECT ALL AREAS OF REPAIR AFTER DEMOLITION/REMOVAL OF LOOSE CONCRETE AND PREPARTION OF REINFORCING BUT PRIOR TO APPLICATION OF REPAIR MATERIAL OR POURING OF CONCRETE. EXIST 1/2" x 1 1/2" BARS @ 11" OC, V.I.F. EXIST 1/2" DIA BARS @ 12" OC, V.I.F. ENGINEER TO INSPECT ALL AREAS OF REPAIR AFTER DEMOLITION/REMOVAL OF LOOSE CONCRETE AND PREPARTION OF REINFORCING BUT PRIOR TO APPLICATION OF REPAIR MATERIAL OR POURING OF CONCRETE. EXIST 1/2" x 1 1/2" BARS @ 11" OC, V.I.F. EXIST 1/2" DIA BARS @ 12" OC, V.I.F. REINSTALL ALUMINMUN BLEACHER SEATING PROVIDE STAINLESS STEEL (304) WEDGE ANCHORS, MIN 3/8" DIA BUT APPROPRIATE FOR HOLE SIZE, EMBED 2 1/4" MIN. (2) ANCHORS PER BRACKETS, TYPICAL BRACKETS ARE SPACED AT 6 FT OC. REPAIR CONCRETE AT EXISTING AS NECESSARY. EXISTING CONCRETE INCLUDES URETHANE TRAFFIC BEARING DECK COATING -REMOVE AS REQUIRED AT CONCRETE REPAIR AND BEYOND UNTIL COATING IS FULLY ADHERED. REMOVE ALUMINUM BLEACHER SEATING AS REQUIRED IF EXPANSION JOINT EXISTS WITHIN REPAIR AREA SEE TYPICAL EXPANSION JOINT REPAIR DETAIL. APPLY BONDING AGENT AT PERIMETER OF REPAIR AT REPAIR EDGES, IF REINFORCING IS REQUIRED TO BE REPLACED, DRILL AND ANCHOR W/ CHEMICAL ADHESIVE, EMBED 4" MIN, TYP ALL EXISTING REINFORCING TO BE CLEANED AND MAY REMAIN UNLESS REQUIRED TO BE REPLACED PER CONC REPAIR NOTES, TYP ENGINEER TO INSPECT ALL AREAS OF REPAIR AFTER DEMOLITION/REMOVAL OF LOOSE CONCRETE AND PREPARTION OF REINFORCING BUT PRIOR TO APPLICATION OF REPAIR MATERIAL OR POURING OF CONCRETE. FORM UNDERSIDE FOR FULL DEPTH REPLACEMENT, ARCHITECTURAL CONCRETE IF EXPOSED TO PUBLIC VIEW 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:31 AMS202 TYPICAL BLEACHER REPAIR DETAILS MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 1'-0"S202 1 TYPICAL AISLE REMOVAL PLAN 1" = 1'-0"S202 2 TYPICAL AISLE REMOVAL SECTION 1" = 1'-0"S202 3 TYPICAL AISLE REPLACEMENT PLAN 1" = 1'-0"S202 4 TYPICAL AISLE REPLACEMENT SECTION 1" = 1'-0"S202 5 TYPICAL BLEACHER REMOVAL PLAN 1" = 1'-0"S202 6 TYPICAL BLEACHER REMOVAL SECTION 1" = 1'-0"S202 7 TYPICAL BLEACHER REPLACEMENT PLAN 1" = 1'-0"S202 8 TYPICAL BLEACHER REPLACEMENT SECTION 1 1/2" = 1'-0"S202 10 TYPICAL STAIR REPAIR SECTIONS 3" = 1'-0"S202 9 TYPICAL EXPANSION JOINT REPAIR Revisions NO: DATE: DESCRIPTION: EXIST BLEACHER TREAD 1/2" RIGID INSULATION, 6" WIDE EXIST EXPANSION JOINT EXISTING CONCRETE GIRDER 1'-0" V.I.F. CL 3"VIFREPAIR TOP OF GIRDER PER ELEVATION REPAIR BOT OF TREAD PER ELEVATION EXIST CONCRETE RISER TO REMAIN EXISTING CONCRETE GIRDER TO REMAIN C EXISTING CONCRETE RISER TO REMAIN L 1'-4" RISER HT.V.I.F.EXIST EPOXY COATED #7 BARS (2 TOP AND 2 BOT) OUTLINE OF ADJACENT TREAD (TYP.) EXIST EXPANSION JOINT NEW STRUCTURAL SLIDE BEARING PLATE (SEE CONC SPEC), MIRROR-FINISHED STAINLESS STEEL ON TOP (1/4"X4"X6")BOND TO CONCRETE WITH EPOXY BONDING ADHESIVE (SEE CONC SPEC) AND PTFE COATED STAINLESS STEEL ON BOTTOM (1/4"X4"X4" - CENTER ON TOP PLATE), ANCHOR W/ CONC POUR W/ (2) 1/2" DIA X 4" LG STAINLESS STEEL STUDS 1'-0" V.I.F. REPAIR TOP OF GIRDER PER ELEVATION REPAIR BOT OF RISER PER ELEVATION 4 -3/4" DIA. H.S. BOLTS REFER TO PLAN FOR BEAM SIZE 1/2" COLUMN CAP PLATE REFER TO PLAN FOR POST SIZE 3/8" STIFFENERS -BOTH SIDES OF BEAM. EXTEND STIFFENERS TO WITHIN 2" OF BEAM TOP FLANGE 3/16 3/16 3/16 CL TYP2"POST, SEE PLAN A36 WASHER PLATE TYP. WELD TO BASE PLATE (SEE SCHEDULE) MILL END OF COLUMN AND TOP OF BASE PLATE EQ.EQ.EQ.EQ.1' - 0"BASE PLATE 3/4" X 10" X 10" 1/4" ALIGNMENT PLATE - MATCH BASE PLATE SIZE 1 3/4" NON-SHRINK GROUT T.O. FOOTING (SEE PLAN) ANCHOR BOLTS W/ LEVELING NUT(SEE SCHEDULE) TACK WELD TYP. CL 10"10"1 1/2" C.C.1 1/2" C.C.3/16 RECOMMENDED SIZES FOR ANCHOR ROD HOLES IN BASE PLATES ANCHOR ROD DIAMETER (INCH.) HOLE DIAMETER(INCH.) MIN. WASHER DIMENSION (INCH.) MIN WASHER THICKNESS (INCH.) 3/4 1 5/16 2 1/4 NOTES: 1. CIRCULAR OR SQUARE WASHERS MEETING THE SIZE SHOWN ARE ACCEPTABLE. 2. ADEQUATE CLEARANCE MUST BE PROVIDED FOR THE WASHER SIZE SELECTED. 7 S203 6 S203 FORM SIDES OF FOOTING COVER3" CLEARCOVER 2" CLEAR 6" THICK COMPACTED NO. 2 CRUSHED STONE2' - 6"4'-0" SQ FTG TYP 2' - 0" (6) #6 EW ASTM A615 REBAR EXISTING GRADE, TYP SEE TYPICAL BASE PLATE HSS-SECTION DETAIL TYP 1' - 0"CONC BM OR RISER (WIDTH)STRUCTURAL SLIDE BEARING PLATE, PTFE COATED STAINLESS STEEL (1/4"X4"X4" -CENTER ON TOP PLATE) (2) 1/2" DIA X 4" LG STAINLESS STEEL STUDS, EMBED, 2 1/2" CC CONC BM OR RISER (WIDTH)1/4" STRUCTURAL SLIDE BEARING PLATE (SEE SECTION FOR SIZE), MIRROR-FINISHED STAINLESS STEEL, BOND TO CONCRETE WITH EPOXY BONDING ADHESIVE (SEE CONC SPEC) 1/8 X 1 STAINLESS STEEL BAR (COUNTERSUNK HOLES) ANCHOR TO CONC W/ (3) 3/16" DIA X 2 3/4" LG STAINLESS STEEL, COUNTERSUNK HEAD, CONC SCREWS, TYP EACH SIDE TYP 1/4" MAX 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER:1/15/2020 10:28:32 AMS203 TYPICAL DETAILS MCRB MCM 1/10/20 BIDDING 2200210 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 SCHOELLKOPF CRESCENT STRUCTURAL STABILIZATION CORNELL UNIVERSITY ITHACA, NY 14853 © 2018 LaBella Associates 1" = 1'-0"S203 1 TYPICAL BEAM OVER POST 3/4" = 1'-0"S203 5 TYPICAL BASE PLATE HSS-SECTION 1" = 1'-0"S203 3 TYPICAL GIRDER REPAIR AT TREAD 3/4" = 1'-0"S203 4 TYPICAL GIRDER REPAIR AT RISER 3/4" = 1'-0"S203 2 TYPICAL POST FOOTING Revisions NO: DATE: DESCRIPTION: 3" = 1'-0"S203 7 LOWER SLIDE BEARING PLAN 3" = 1'-0"S203 6 UPPER SLIDE BEARING PLAN