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HomeMy WebLinkAboutCornell Child Care Bld PlansEXTERIOR ELEVATION 1 X-100 X-100 1 1 INTERIOR ELEVATION 1 X-100 SECTION MARKER 1 X-100 ENLARGED DETAIL CONSTRUCTION KEYED NOTE DEMOLITION KEYED NOTE DRAWING REVISION NOTE LINETYPE: TO BE PROVIDED / NEW LINETYPE: DEMOLITION / TO BE RELOCATED LINETYPE: EXISTING TO REMAIN # # # 1 1 1 11 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 8 / 2 0 2 2 1 1 : 0 1 : 5 7 A M G001 COVER SHEET JWT CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell Univeristy © 2022 LaBella Associates NORTH CAMPUS CHILD CARE HVAC PROJECT # 2212853 Sheet List Sheet Number Sheet Name Sheet Issue Date FIRE PROTECTION F301 FIRE PROTECTION PLAN MECH ROOM 09/27/22 PLUMBING P101 FIRST FLOOR PLUMBING PLAN 09/27/22 P102 SECOND FLOOR PLUMBING PLAN 09/27/22 P301 MECH ROOM PLUMBING FLOOR PLAN AND UNDER SLAB 09/27/22 ELECTRICAL E001 ELECTRICAL NOTES, SYMBOL LEGEND, & ABBREVIATIONS 09/27/22 E011 FIRST FLOOR ELECTRICAL DEMOLITION 09/27/22 E012 SECOND FLOOR ELECTRICAL DEMOLITON 09/27/22 E013 ROOF ELECTRICAL DEMOLITION 09/27/22 E101 FIRST FLOOR ELECTRICAL NEW WORK 09/27/22 E102 SECOND FLOOR ELECTRICAL NEW WORK 09/27/22 E103 ROOF ELECTRICAL NEW WORK 09/27/22 E301 ENLARGED ELECTRICAL ROOM PLANS 09/27/22 Sheet List Sheet Number Sheet Name Sheet Issue Date A103 MECHANICAL ROOM CEILING & ROOF PLANS 09/27/22 A201 MECHANICAL ROOM ELEVATIONS 09/27/22 A301 MECHANICAL ROOM SECTIONS 09/27/22 A302 MECHANICAL ROOM SECTIONS 09/27/22 A311 MECHANICAL ROOM WALL SECTIONS / DETAILS 09/27/22 A401 PARTIAL PLANS 09/27/22 A501 DETAILS - THIN BRICK STANDARD DETAILS 09/27/22 A502 DETAILS 09/27/22 MECHANICAL M001 MECHANICAL GENERAL NOTES AND SYMBOL LEGENDS 09/27/22 MS001 GEOTHERMAL WELL FIELD PLAN 09/27/22 M011 FIRST FLOOR DUCTWORK DEMOLITION PLAN 09/27/22 M012 SECOND FLOOR DUCTWORK DEMOLITION PLAN 09/27/22 M013 ROOF DUCTWORK DEMOLITION PLAN 09/27/22 M101 FIRST FLOOR DUCTWORK PLAN 09/27/22 M102 SECOND FLOOR DUCTWORK PLAN 09/27/22 M103 ROOF DUCTWORK PLAN 09/27/22 M201 FIRST FLOOR PIPING PLAN 09/27/22 M202 SECOND FLOOR PIPING PLAN 09/27/22 M301 ENLARGED INFANT WING FIRST FLOOR PLAN - DUCTWORK 09/27/22 M302 ENLARGED FIRST FLOOR DUCTWORK PLAN 09/27/22 M303 ENLARGED TODDLER WING FIRST FLOOR DUCTWORK PLAN 09/27/22 M304 ENLARGED PRESCHOOL WING SECOND FLOOR DUCTWORK PLAN 09/27/22 M305 ENLARGED MECHANICAL ROOM PLANS 09/27/22 M401 MECHANICAL DETAILS 09/27/22 M402 MECHANICAL DETAILS 09/27/22 M403 MECHANICAL DETAILS 09/27/22 M600 SCHEDULES 09/27/22 M601 SCHEDULES 09/27/22 M602 SCHEDULES 09/27/22 M603 SCHEMATIC 09/27/22 M700 CONTROL SCHEMATICS 09/27/22 M701 CONTROLS 09/27/22 M702 REFRIGERANT PIPING AND CONTROL WIRING SCHEMATIC 09/27/22 M703 CONTROLS 09/27/22 Sheet List Sheet Number Sheet Name Sheet Issue Date GENERAL G001 COVER SHEET 09/27/22 CIVIL C101 EXISTING CONDITIONS & DEMOLITION PLAN 09/27/22 C201 SITE & UTILITY PLAN 09/27/22 C401 GRADING PLAN 09/27/22 C501 CONSTRUCTION DETAILS 09/27/22 C502 CONSTRUCTION DETAILS 09/27/22 STRUCTURAL S001 GENERAL NOTES 09/27/22 S101 STRUCTURAL PLANS 09/27/22 S301 TYPICAL FOUNDATION AND SLAB DETAILS 09/27/22 S302 CONCRETE DETAILS AND SECTIONS 09/27/22 S303 TYPICAL ROOF DETAILS 09/27/22 ARCHITECTURAL A001 GENERAL NOTES, SYMBOLOGY, AND ABBREVIATIONS 09/27/22 A002 CODE REVIEW 09/27/22 A010 EXISTING DRAWING A1.8 (SECOND FLOOR ANNOTATION PLAN) 09/27/22 A011 EXISTING DRAWING A2.0 (FIRST FLOOR REF. CEILING PLAN) 09/27/22 A012 EXISTING DRAWING A2.1 (SECOND FLOOR REF. CEILING PLAN) 09/27/22 A013 EXISTING DRAWING A3.0 (ROOF PLAN) 09/27/22 A014 EXISTING DRAWING A5.0 (BUILDING SECTIONS) 09/27/22 A015 EXISTING DRAWING A5.1 (BUILDING SECTIONS) 09/27/22 A016 EXISTING DRAWING A5.2 (BUILDING SECTIONS) 09/27/22 A017 EXISTING DRAWING A5.3 (BUILDING SECTIONS) 09/27/22 A018 EXISTING DRAWING A5.4 (WALL SECTIONS) 09/27/22 A019 EXISTING DRAWING A5.5 (WALL SECTIONS) 09/27/22 A020 EXISTING DRAWING A5.6 (WALL SECTIONS) 09/27/22 A021 EXISTING DRAWING A5.7 (WALL SECTIONS) 09/27/22 A022 EXISTING DRAWING A5.8 (WALL SECTIONS) 09/27/22 A023 EXISTING DRAWING A5.9 (DETAILS)09/27/22 A024 EXISTING DRAWING A5.10 (DETAILS)09/27/22 A025 EXISTING PHOTOS 09/27/22 A101 PARTIAL ROOF PLANS 09/27/22 A102 MECHANICAL ROOM FOUNDATION & FLOOR PLANS 09/27/22 CAMPUS KEY PLAN PROJECT AREA NORTH CAMPUS CHILD CARE CENTER 150 PLEASANT GROVE ROAD, ITHACA, NY 14853 Revisions NO: DATE: DESCRIPTION: Pol e U/ G Ut i l i t y Bo x REMOVE WIRE FENCE REMOVE RAIL FENCE PROTECT CATCH BASIN REMOVE AND REINSTALL TREES BY OWNER REMOVE GRAVEL PROTECT PVC CLEANOUT PROTECT WELL CASING PROTECT UTILITY BOX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X REMOVE AND REINSTALL SHED BY OWNER REMOVE I/T LINE TO UTILITY BOX BY EC LEGEND (DEMO) REMOVE GRAVEL ELECTRICAL LINE MARKINGS FIBER OPTIC LINE MARKINGS GAS LINE MARKINGS (DEMO) REMOVAL UTILITY (DEMO) REMOVAL FENCE X X X X (DEMO) PROTECT TREE (DEMO) PROTECT OBJECT C101 EXISTING CONDITIONS & DEMOLITION PLAN C101 1 EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1" = 10' N 1.SITE TOPOGRAPHIC SURVEY SUPPLIED BY TWIN TIERS LAND SURVEYING, HORSEHEADS, NY. 2.FENCING REMOVED BY GENERAL CONTRACTOR SHALL BE RETURNED TO OWNER. 3.GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR DEMOLITION OF GARDEN PLANTINGS, TREES, ETC. GARDEN TO BE RESTORED BY OWNER. 4.DAMAGE TO EXISTING SITE FEATURES OUTSIDE SCOPE OF WORK SHALL BE REPAIRED IN-KIND. THIS IS INCLUDING BUT NOT LIMITED TO CONCRETE WALKWAYS, VEGETATION, AND BUILDING FEATURES. 5.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF GRAVEL PAD. MATERIAL TO BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 6.I/T LINE TO BE DISCONNECTED BY ELECTRICAL CONTRACTOR AND REMOVED BY GENERAL CONTRACTOR. 7.GENERAL CONTRACTOR TO PROVIDE ALL EXCAVATION FOR PIPING AND ELECTRICAL. SEE MECHANICAL AND ELECTRICAL DRAWINGS. EXISTING CONDITIONS & DEMOLITION NOTES Revisions NO:DATE:DESCRIPTION: 1 ##/##/##Comment 2 ##/##/##Comment 3 ##/##/##Comment 4 ##/##/##Comment 5 ##/##/##Comment 6 ##/##/##Comment NOT F O R C O N S T R U C T I O N DRAWING NAME: DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates C: \ U s e r s \ b j h o u s t o n \ D o c u m e n t s \ C o r n e l l C h i l d C a r e \ A u t o C A D \ C 1 0 0 E X I S T I N G C O N D I T I O N S & D E M O PL A N . d w g 9/ 2 3 / 2 0 2 2 3 : 3 3 : 5 0 P M Cornell University NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 2212853 95% CONSTRUCTION DOCUMENTS 09/27/22 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. 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com BJH NEW BUILDING ST ST ST ST 4" FOUNDATION DRAIN TO BE INSTALLED BY GC NEW BUILDING ST ST ST ST 4" FOUNDATION DRAIN TO BE INSTALLED BY GC Pol e U/G Uti l i t y Bo x REROUTE I/T LINE BY EC (SEE TRENCH DETAIL 5/C502) 6" MAX. DIA BORE HOLE (TYP. OF 21), SEE DETAIL 2/GE001 NEW WELL FIELD (SEE GEOTHERMAL WELL FIELD PLAN MS001) LEGEND ELECTRICAL LINE MARKINGS FIBER OPTIC LINE MARKINGS GAS LINE MARKINGS C201 SITE & UTILITY PLAN C201 1 SITE & UTILITY PLAN SCALE: 1" = 10' N 1.REFER TO DRAWING MS100 AND PROJECT SCOPE FOR WELL FIELD PIPING 2.GENERAL CONTRACTOR TO PROVIDE EXCAVATION FOR WELL FIELD GEOTHERMAL SUPPLY AND RETURN PIPING, LEVEL STONE PADS TO DRILL WELLS, ELECTRICAL (I/T) AND FOUNDATION DRAIN. 3.OWNER TO RESTORE GARDEN. GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR COMPLETION OF GARDEN. SITE & UTILITY NOTES Revisions NO:DATE:DESCRIPTION: 1 ##/##/##Comment 2 ##/##/##Comment 3 ##/##/##Comment 4 ##/##/##Comment 5 ##/##/##Comment 6 ##/##/##Comment NOT F O R C O N S T R U C T I O N DRAWING NAME: DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates C: \ U s e r s \ b j h o u s t o n \ D o c u m e n t s \ C o r n e l l C h i l d C a r e \ A u t o C A D \ C 2 0 0 S I T E P L A N . d w g 9/ 2 3 / 2 0 2 2 3 : 3 4 : 2 4 P M Cornell University NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 2212853 95% CONSTRUCTION DOCUMENTS 09/27/22 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. 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com BJH NEW BUILDING ST ST ST ST 894.4'895.0' SEE ARCHITECTURAL PLAN TOP OF TUNNEL 903.75' +/- 898.2' 898.3' FF 896.0' SILT FENCE TO BE INSTALLED PRIOR TO START OF CONSTRUCTION Po l e U/ G Uti l i t y Box 1.GEOTHERMAL WELL FIELD TO BE RESTORED TO GRADES SHOWN. IMPORT CLEAN FILL AS REQUIRED TO ACHIEVE PROPOSED GRADES. 2.GEOTHERMAL WELL FIELD TO BE COVERED WITH 6" MINIMUM SCREENED TOPSOIL, SEED AND MULCH. 3.AFTER COMPLETION OF GEOTHERMAL WELL FIELD, GRAVEL PADS SHALL BE REMOVED BY GENERAL CONTRACTOR. MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 4.TEMPORARY SOILS REMOVED SHALL BE MANAGED BY THE GENERAL CONTRACTOR. IF A STAGED APPROACHED IS USED, RESTORATION OF DISTURBED AREAS WILL BE REQUIRED. 5.OWNER TO RESTORE GARDEN. GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR COMPLETION OF GARDEN. GRADING NOTES (E&SC) EROSION FENCE C401 GRADING PLAN C401 1 GRADING PLAN SCALE: 1" = 10' N LEGEND ELECTRICAL LINE MARKINGS FIBER OPTIC LINE MARKINGS GAS LINE MARKINGS (GRADING) MAJOR TOPOGRAPHY CONTOUR (GRADING) MINOR TOPOGRAPHY CONTOUR Revisions NO:DATE:DESCRIPTION: 1 ##/##/##Comment 2 ##/##/##Comment 3 ##/##/##Comment 4 ##/##/##Comment 5 ##/##/##Comment 6 ##/##/##Comment NOT F O R C O N S T R U C T I O N DRAWING NAME: DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates C: \ U s e r s \ b j h o u s t o n \ D o c u m e n t s \ C o r n e l l C h i l d C a r e \ A u t o C A D \ C 4 0 0 G R A D I N G P L A N . d w g 9/ 2 3 / 2 0 2 2 3 : 3 4 : 4 2 P M Cornell University NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 2212853 95% CONSTRUCTION DOCUMENTS 09/27/22 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. 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com BJH N.T.S.C501 1 8' AGRICULTURAL FENCE FINISHED GRADE 10'-0" O.C. 12 GA. BLACK PVC-COATED GALVANIZED WELDED WIRE, 2" x 4" NOTES: 1.FENCE TO BE MANUFACTURED BY DEER BUSTERS OR APPROVED EQUIVALENT. STEEL POST CAP (TYP.) 1' - 0 " M I N . FENCE POST DRIVEN INTO GROUND (TYP.) 1-5/8" DIA. GALVANIZED STEEL POST 17 GAUGE. INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 8' - 0 " TREE PLANTING N.T.S.C501 3 24 " 6 0 ° 3" AS PER A.A.N. STANDARDS SET TRUNK PLUM, LEAN SLIGHTLY INTO PREVAILING 3" POLYPROPYLENE STRAP OR GARDEN HOSE NO. 12 GALV. PLIABLE STEEL WIRE (TWIST TO TIGHTEN)(ALLOW FOR SOME SWAY) - 2 STRANDS 2"X2" STAKE (THREE SIDED) 3" MULCH OPTION FOR AREAS WITH GOOD DRAINAGE UNDISTURBED EARTH GUYING: FOR ALL TREES LARGER THAN 4" CALIPER RODENT GUARD FLAGGING WEED BARRIER EARTH SAUCER FINISH GRADE 2"X4"X48" WOOD STAKES: NOTCHED LOAMY TOPSOIL MIXTURE: 4 PARTS TOPSOIL, 1 PART ALL-GRO COMPOST MIX NOTE: 1.STAKING: FOR ALL TREES 4" CALIPER OR LESS. REMOVE STAKES ONE YEAR AFTER PLANTING. 2.USE 8' STAKES DRIVE 4' BELOW GROUND SURFACE. 3.GUYING: FOR ALL EVERGREEN TREES AND ALL TREES TALLER THAN 12'. USE SAME WIRE AS FOR STAKING. USE THREE PER TREE, EQUALLY SPACED. DO NOT TWIST WIRE TO TIGHTEN: USE 1/2"X6" TURNBUCKLE. 4.ROOT COLLAR TO BE SLIGHLY ABOVE SURROUNDING GRADE. 5.MULCH CAN NOT BE MORE THAN 1" THICK AT ROOT COLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK, THEN IT CAN BE THICKENED. 6.MULCH IS TO BE PLACED 3 TO 6 INCHES AWAY FROM THE TRUNK. 7.KRAFT WRAP PAPER SHALL NOT BE PERMITTED FOR RODENT GUARD. TREE PROTECTION N.T.S.C501 4 NOTES: 1.ALL TREES DESIGNATED FOR PROTECTION ON THE EXISTING SITE/DEMOLITION PLAN(S) SHALL RECEIVE THIS TREATMENT. 2.DO NOT LEAVE CONSTRUCTION EQUIPMENT RUNNING (IDLING) UNDER TREE CANOPY. 3.MAINTAIN 1' FENCE CLEARANCE TO OUTSIDE CURB FACE AND 6" TO 12" FENCE CLEARANCE TO SIDEWALK. 4.MINIMUM DISTANCE (SEE TABLE) OR GREATER AS REQUIRED TO PROTECT TREE CANOPY. 5.DO NOT STORE MATERIALS WITHIN 10' RADIALLY FROM TREE. ORANGE CONSTRUCTION SAFETY FENCE FENCE SHALL BE LOCATED TO PROTECT TREE CANOPY 4' - 0 " TREE DIAMETER (DBH) DISTANCE OF FENCING FROM FACE OF TREE TRUNK (SEE NOTE 4) LESS THAN 10" 10" - 14" 15" - 19" 20" OR MORE 6' 10' 12' 15' 10'-4" CENTER TO CENTER 4" X 4" END POST 3" X 6" INTERMEDIATE POST 4" X 4" END POST 4" X 4" END POST 3" X 6" INTERMEDIATE POST 4" X 4" END POST NOTE: 1.ALL RAILS AND POSTS TO BE PRESSURE TREATED LUMBER DIG HOLE AND COMPACT SOIL AROUND POST PLAN VIEW C501 2 SPLIT RAIL FENCE N.T.S. 38 " TY P . 16 " TY P . 16 " TY P . 6" TY P . 26 " TY P . 10'- 4 " C E N T E R T O C E N T E R C501 CONSTRUCTION DETAILS Revisions NO:DATE:DESCRIPTION: 1 ##/##/##Comment 2 ##/##/##Comment 3 ##/##/##Comment 4 ##/##/##Comment 5 ##/##/##Comment 6 ##/##/##Comment NOT F O R C O N S T R U C T I O N DRAWING NAME: DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates C: \ U s e r s \ b j h o u s t o n \ D o c u m e n t s \ C o r n e l l C h i l d C a r e \ A u t o C A D \ C 5 0 0 C O N S T R U C T I O N D E T A I L S . d w g 9/ 2 3 / 2 0 2 2 3 : 4 8 : 5 6 P M Cornell University NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 2212853 95% CONSTRUCTION DOCUMENTS 09/27/22 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. 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com BJH 12" MIN 12" MIN. ROCK IF WET OR UNSTABLE CONDITIONS, OR IF IN ROCK, BED WITH WASHED COARSE SAND 6" MINIMUM BENEATH CONDUIT, AS DIRECTED BY ENGINEER 6" MIN. UNDISTURBED EARTH. ELECTRICAL CONDUIT. COVER BACK FILL: SUITABLE EXCAVATED MATERIAL OR BORROW ACCEPTABLE TO THE ENGINEER. SEE NOTE 3.2'-0" MIN. TOP SOIL, GRADE & SEED 6"ITEM #4 GRAVEL SUB-GRADE MARKER TAPE LABELED "DANGER: BURIED ELECTRICAL LINE" 1' - 0 " N.T.S. TYPICAL CONDUIT TRENCH SECTION5 NOTES: 1.ALL MATERIAL PLACED IN GRAVEL/ROADWAY AREAS SHALL BE COMPACTED IN MAXIMUM 6" LIFTS. 2.THIS TRENCH DETAIL SHALL INCLUDE THE REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF DIVISION 16 OF THE SPECIFICATIONS. 3.IN GRAVEL/ROADWAY AREAS, COVER SHALL BE A MINIMUM OF 3'-0" BELOW FINAL GRADE SHOWN ON SITE PLAN. 4.CONDUITS TO BE MINIMUM 12" SEPARATION FROM OTHER UTILITIES AND UNDERGROUND PIPING AND STRUCTURES. NON-TRAFFIC AREAGRAVEL / ROADWAYS C502 CONSTRUCTION DETAILS Revisions NO:DATE:DESCRIPTION: 1 ##/##/##Comment 2 ##/##/##Comment 3 ##/##/##Comment 4 ##/##/##Comment 5 ##/##/##Comment 6 ##/##/##Comment NOT F O R C O N S T R U C T I O N DRAWING NAME: DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates C: \ U s e r s \ b j h o u s t o n \ D o c u m e n t s \ C o r n e l l C h i l d C a r e \ A u t o C A D \ C 5 0 0 C O N S T R U C T I O N D E T A I L S . d w g 9/ 2 3 / 2 0 2 2 3 : 4 9 : 3 0 P M Cornell University NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 2212853 95% CONSTRUCTION DOCUMENTS 09/27/22 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. 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com BJH labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 1 0 : 2 8 : 2 0 A M S001 GENERAL NOTES MCRB MCM 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC CORNELL UNIVERSITY ITHACA, NY 14853 © 2022 LaBella Associates 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 THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL EVALUATION REPORT TITLED "GEOTECHNICAL ENGINEERING REPORT FOR PROPOSED CORNELL CHILD CARE CENTER" AND PREPARED BY EMPIRE GEO SERVICES, INC., DATED MAY 7, 2007. THE CONTRACTOR SHALL READ AND BE FAMILIAR WITH THIS REPORT AND THE RECOMMENDATIONS CONTAINED WITHIN. (ALLOWABLE SOIL BEARING PRESSURE = 3000 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. 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. 3. ALL CONCRETE WORK, CONSTRUCTION, AND REINFORCING DETAILS SHALL CONFORM TO THE "BUILDING CODE OF NEW YORK STATE, LATEST EDITION". 4. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318. 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. 6. ALL REINFORCING SHALL BE LAPPED OR EMBEDDED IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED. 7. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING AT CORNERS OR INTERSECTIONS. 8. CHAMFER EXTERIOR CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE. 9. 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. 10. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE PLACEMENT. 11. FURNISH AND INSTALL WATERSTOPS AT ALL HORIZONTAL AND VERTICAL JOINTS IN FOOTINGS AND FOUNDATION WALLS ADJACENT TO EXISTING FOUNDATION WALLS AND FOOTINGS 12. VAPOR RETARDER: SEE SPECIFICATION. LOCATED BELOW INTERIOR SLABS-ON-GRADE. 13. CHEMICAL ADHESIVE: SEE SPECIFICATION. 14. GROUT: NON-METALLIC/NON-SHRINK STRUCTURAL GROUT. 15. SYNTHETIC MACRO-FIBER: SEE SPECIFICATION 16. PROTECT CONCRETE FROM PREMATURE DRYING IMMEDIATELY AFTER PLACEMENT. CURING OF CONCRETE SLABS MUST START WITHIN 2 HOURS AFTER FINISHING OPERATIONS ARE COMPLETE. SLABS-ON-GRADE SHALL BE WET CURED FOR 7 DAYS. CURING COMPOUNDS ARE PROHIBITED. 17. SLABS-ON-GRADE SHALL HAVE CONTROL JOINTS AS SHOWN ON PLANS. SAW CUT JOINTS SHALL BE MADE WITHIN 12 HOURS OF PLACING SLAB. AFTER CONCRETE IS CURED AND READY FOR PLACEMENT OF FLOOR FINISH, ALL SLABS INSIDE THE BUILDING SHALL HAVE CONTROL JOINTS FILLED WITH APPROVED JOINT FILLER. 18. CONCRETE SHALL BE CONTROLLED, PROPORTIONED, MIXED AND PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY. 19. CONDUIT OR PIPES SHALL BE PLACED UNDER SLABS-ON-GRADE. 20. ALUMINUM CONDUITS OR PIPES SHALL NOT BE PLACED IN CONCRETE. 21. AIR-ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 AND WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494 PRECAST CONCRETE HOLLOWCORE PLANK 1. PLANKS SHALL DESIGNED FOR LOADS SHOWN IN DESIGN CRITERIA NOTES AND THOSE DEFINED IN THE PROJECT. 2. CONNECT ADJACENT PLANKS USING GROUTED KEYS. 3. MINIMUM PLANK WIDTH: 1 FOOT 6 INCHES, USE FULL - WIDTH PLANK AT EDGES OF FLOOR AREAS. MAKE CUT OR FORMED OPENINGS IN FULL- WIDTH PLANK ONLY. 4. HVAC CONTRACTOR TO PROVIDE ALL PENETRATIONS IN PRECAST CONCRETE HOLLOWCORE PLANK 8" x 8" OR SMALLER. ALL PENETRATIONS LARGER THAN 8"x 8" ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. HVAC CONTRACTOR SHALL COORDINATE ALL PENETRATION AND LINTEL LOCATIONS WITH GENERAL CONTRACTOR AND DOCUMENT ON COORDINATION DRAWINGS. 5. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING ALL OPENINGS GREATER THAN 8" x 8" IN PRECAST CONCRETE HOLLOWCORE CONCRETE PLANK TO ENGINEER FOR APPROVAL. ALL OPENINGS SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER AND THE PRECAST CONCRETE INSTITUTE'S "MANUAL FOR THE DESIGN OF HOLLOWCORE SLABS, SECOND EDITION". 6. SUBMIT SHOP DRAWINGS: INCLUDE MEMBER LOCATIONS, PLANS, ELEVATIONS, DIMENSIONS, SHAPES AND SECTIONS, OPENINGS, SUPPORT CONDITIONS, AND TYPES OF REINFORCEMENT, INCLUDING SPECIAL REINFORCEMENT. DETAIL FABRICATION AND INSTALLATION OF PRECAST STRUCTURAL CONCRETE UNITS. 7. DELEGATED-DESIGN SUBMITTAL: THE HOLLOWCORE PLANK INDICATED ON THE DRAWINGS SHALL COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA. SUBMIT ANALYSIS DATA SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 8. PRETENSIONING STRAND: ASTM A 416/A 416M, GRADE 270, UNCOATED, 7-WIRE LOW-RELAXATION STRAND. 9. SAND-CEMENT GROUT: PORTLAND CEMENT, ASTM C 150, TYPE I, AND CLEAN, NATURAL SAND, ASTM C 144 OR ASTM C 404. MIX AT RATIO OF 1 PART CEMENT TO 2-1/2 PARTS SAND, BY VOLUME, WITH MINIMUM WATER REQUIRED FOR PLACEMENT AND HYDRATION. 10. PROPORTION NORMAL WEIGHT CONCRETE BY EITHER LABORATORY TRIAL BATCH OR FIELD TEST DATA METHODS ACCORDING TO ACI 211.1, WITH MATERIALS TO BE USED ON PROJECT, TO PROVIDE NORMAL-WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: 11. THE FABRICATOR SHALL BE PART OF PCI'S PLANT CERTIFICATION PROGRAM AND IS DESIGNATED AT TIME OF BIDDING AS A PCI-CERTIFIED PLANT AS GROUP C, CATEGORY C2 - PRESTRESSED HOLLOWCORE AND SOLID PLANKS AND REPETITIVELY PRODUCED PRODUCTS. a. COMPRESSIVE STRENGTH (28 DAYS): 5000 PSI MINIMUM. (IN ACCORDANCE WITH APPLICABLE BUILDING CODE) STRUCTURAL DESIGN TABLE - IBC 2018 BUILDING DATA: LOCATION 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 BUILDING OCCUPANCY RISK CATEGORY II IBC 2018 TABLE 1604.5 APPLICABLE BUILDING CODE 2020 NYS BUILDING CODE SNOW LOAD: SNOW LOAD IMPORTANCE FACTOR Is 1.0 ASCE 7-16 TABLE 1.5-2 GROUND SNOW LOAD Pg 40 PSF IBC 2018 FIGURE 1608.2 SNOW EXPOSURE FACTOR Ce 1.0 ASCE 7-16 TABLE 7.3-1 THERMAL FACTOR Ct 1.0 ASCE 7-16 TABLE 7.3-2 FLAT ROOF SNOW Pf 28.0 PSF ASCE 7-16 SECTION 7.3 WIND LOAD (COMPONENTS & CLADDING): ULTIMATE DESIGN WIND SPEED (3-SECOND GUST) Vult 110 mph ASCE 7-16 SECTION 26.5 NOMINAL DESIGN WIND SPEED (3-SECOND GUST) Vasd 85 mph IBC 2018 SECTION 1609.3.1 EXPOSURE CATEGORY B ASCE 7-16 SECTION 26.7 INTERNAL PRESSURE COEFFICIENT GCpi +0.18/-0.18 ASCE 7-16 SECTION 26.13 EARTHQUAKE LOAD: SOIL SITE CLASSIFICATION D ASCE 7-16 SECTION 20.3 SPECTRAL RESPONSE ACCELERATION AT 0.2 SEC Ss 0.119g ASCE 7-16 FIGURE 22-1 SPECTRAL RESPONSE ACCELERATION AT 1.0 SEC S1 0.046g ASCE 7-16 SECTION 11.4.2 SEISMIC IMPORTANCE FACTOR Ie 1.0 ASCE 7-16 TABLE 1.5-2 DESIGN SPECTRAL RESPONSE COEFFICIENT SDS 0.127g ASCE 7-16 SECTION 11.4.5 DESIGN SPECTRAL RESPONSE COEFFICIENT SD1 0.073g ASCE 7-16 SECTION 11.4.5 SEISMIC DESIGN CATEGORY B ASCE 7-16 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: 2 S302 1 S302 8" CONC WALL, TYP4' - 0"TYPTYP8" HOLLOW-CORE PRECAST CONCRETE PLANK C8 C8 C8 C8 T/ WALL = 12'-0", TYP C6 C6 T/SLAB 8' -6" S1 EXIST 1'-1" CONC FND WALL 3 S302 4 S302 35' - 0" 20 ' - 0 " BRG, TYP 3" 5 S302 SEAL WATERPROFING TO EXISTING WALL PER WATERPROOF MANUFACTURER'S DETAIL, TYP WALL OPENING FOR PIPE TUNNEL LOUVER OPENING, SEE M-DWGS LOUVER OPENING, SEE M-DWGS DOOR OPENING, SEE A-DWGS 16' - 0" W8X13 HOIST BEAM, CENTER ON DOOR, W/1000 LB RATED HOIST PROVIDE PL 1/4 (FULL HEIGHT STIFFENER) AT END OF W8X13 HOIST BM (BOTH SIDES OF WEB) WELD ALL AROUND, TYP EACH END ANCHOR HOIST BEAM TO UNDERSIDE OF HOLLOW-CORE PLANK W/ (2) 3/8" DIA "KWIK HUS-EZ" SCREW ANCHOR by HILTI @ 2'-0" OC, EMBED 1 3/8" WF1 WF1 WF1 WF1 S.O.G. 1 10 S301 35' - 0" 13' - 6"4' - 0" C8 C8 C8 C8 T/SLAB 1' -0" C6C6 T/SLAB 1' -0" EXIST 5" S.O.G. T/SLAB 0' -0" S.O.G. 2 EXIST 2'-3" CONC WALL FTG EXIST 1'-1" CONC FND WALL 3 S302 -1' - 0" -1' - 0" -6' - 4 1/2" V.I.F. 4 S302TYP20 ' - 0 " 4" DIA FOUNDATION DRAIN, SEE TYP DETAIL, TYP EXIST 6" DIA FOUNDATION DRAIN, TO REMAIN, DO NOT DISTURB -1' - 0" 5 S302 DWL NEW SLAB TO EXIST WALL, SIMILAR TO TYPICAL NEW & EXIST. FOUNDATION WALL INTERSECTION DWL NEW WALLS TO EXIST PER TYP DETAIL, TYP SEAL WATERPROFING TO EXISTING WALL PER WATERPROOF MANUFACTURER'S DETAIL, TYP COORD PIPE PENETRATIONS THROUGH FND WALL WITH M-DWGS -1' - 0" 4" DIA FND DRAIN, INV ELEV = 894.4', CONNECT TO STORM DRAIN SYSTEM, SEE CIVIL DWGS 7' - 0 " 5' - 0" S.O.G. 3 FOUNDATION LEGEND 1. P# - INDICATES PIER TYPE (SEE PIER SCHEDULE) F# - INDICATES COLUMN FOOTING TYPE (SEE FOOTING SCHEDULE) [-#' - #"] - BELOW COLUMN FOOTING TYPE INDICATES BOTTOM OF FOOTING ELEVATION WITH RESPECT TO DATUM ELEVATION = 0' - 0". [-#' - #"] - BELOW PIER TYPE INDICATES TOP OF PIER ELEVATION WITH RESPECT TO DATUM ELEVATION = 0' - 0". 2. ## - INDICATES WALL TYPE (SEE FOUNDATION WALL &/OR WALL SCHEDULE) 3. WF# - INDICATES WALL FOOTING TYPE (SEE WALL FOOTING SCHEDULE) 4. #'-#" #'-#" - BOTTOM OF FOOTING ELEV. FOR WALL FOOTING W/ RESPECT TO DATUM ELEVATION = 0' - 0". 5. [##'-##"] TOP OF WALL ELEVATION W# P# #' - #" F# -#' - #" WF# labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 1 0 : 2 8 : 2 0 A M S101 STRUCTURAL PLANS MCRB MCM 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC CORNELL UNIVERSITY ITHACA, NY 14853 © 2022 LaBella Associates 1/4" = 1'-0"S101 2 FRAMING PLAN 1/4" = 1'-0"S101 1 FOUNDATION PLAN SLAB-ON-GRADE SCHEDULE MARK TYPE SLAB THICKNESS SLAB REINFORCEMENT COMMENTS S.O.G. 1 SLAB-ON-GRADE 6" MACRO FIBERS, SEE SPEC S.O.G. 2 SLAB-ON-GRADE 1' - 0" #5 @ 12 O.C. E.W. TOP & BOT S.O.G. 3 SLAB-ON-GRADE 8" #4 @ 12 O.C. E.W. BOT WALL FOOTING SCHEDULE MARK WIDTH THICKNESS FOOTING REINFORCEMENT COMMENTSLONGITUDINAL TRANSVERSE WF1 2' - 0" 1' - 0" (2) #5 CONTINUOUS #5 @ 12" O.C. N CONCRETE WALL SCHEDULE MARK TYPE THICKNESS WALL REINFORCEMENT COMMENTSHORIZONTAL VERTICAL C6 CONC 6" #5 @ 12 O.C. I.F. #5 @ 12 O.C. I.F. C8 CONC 8" #5 @ 12 O.C. I.F. #5 @ 12 O.C. I.F. SEE SECTION FOR ADDITIONAL REINF ELEVATED FLOOR SCHEDULE MARK TYPE THICKNESS SLAB REINFORCEMENT COMMENTS S1 CONC 6" #5 @ 12 O.C. E.W. BOT N * NOTE: DATUM ELEVATION OF 0'-0" IS EQUAL TO SITE/SURVEY ELEVATION OF 895.0'. Revisions NO: DATE: DESCRIPTION: STOP REINF. AT JOINT 1/4" X 3/4" DEEP GROOVE IN CONCRETE. FILL WITH SEALANT.16" LONG -3/4" DIA. SMOOTH DOWEL AT 12" O.C. COAT 1/2 WITH BOND BREAKING MATERIAL REINF. TO BE CONTINUOUS SAW CUT WITH SEALANT TOOLED WHERE NOTED. CONSTRUCTION JOINT SAW-CUT CONTROL JOINT (C.J.) 15' MAX SLAB-ON-GRADE REINF. (SEE SCHEDULE) SLAB-ON-GRADE ( SEE PLAN) T/ 2 1/8" (TYP.) T/ 3 ( T Y P . ) T/ 5 T/ 3 ( T Y P . ) SLAB-ON-GRADE REINF. (SEE SCHEDULE) VAPOR BARRIER 15 MIL. MIN. U.O.N. SUBBASE MATERIAL UNDISTURBED NATIVE SOIL OR IMPORTED FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT T/ 3 T ( S E E P L A N ) MIN. 10" SLAB-ON-GRADE (SEE PLAN) 3" T Y P.2" M I N . (2) #4 BARS X 3' -0" LONG. USE TWO LAYERS IF SLAB THICKNESS IS GREATER THAN 8". OMIT WHERE CONTROL JOINT INTERSECTS CORNER. TYP. SLAB-ON-GRADE NOTES: 1. TYPICAL AT ALL SLAB AND FOUNDATION RE-ENTRANT CORNERS. EXTERIOR CONC. SLAB W/ #4 @ 12 EW 18" CRUSHED SUBBASE STONE WATERPROOFING AND INSULATION DRAINAGE PANEL, SEE SECTION STAIR LANDING, SEE A-DWGS #4 @ 12 OC DWL, DRILL AND ANCHOR W/CHEMICAL ADHESIVE, EMBED 4" 8" COVER 3" PER ACI LAP SPLICE VERTICAL REINF. (SEE SCHEDULE) HORIZONTAL REINF. (SEE SCHEDULE) CORNER BARS TO MATCH HORIZ. REINF. SIZE AND SPACING OR HOOK HORIZ. BARS HORIZONTAL REINF. (SEE SCHEDULE) VERTICAL REINF. (SEE SCHEDULE) (SEE PLAN) T (SEE PLAN) T PER ACI LAP SPLICE PROVIDE CORNER BARS AS SHOWN. MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCING. (SEE PLAN) T (SEE GENERAL NOTES) CLEAR COVER PER ACI LAP SPLICE DOWELS TO MATCH HORIZ. REINF. SIZE AND SPACING HORIZONTAL REINF. (SEE SCHEDULE) VERTICAL REINF. (SEE SCHEDULE) (SEE SCHEDULE) THICKNESS (SEE SCHEDULE) THICKNESS VERT. FORMED KEYWAY BENTONITE WATERSTOP CONT. CONCRETE WALL (SEE PLAN) CONCRETE WALL REINF. (SEE SCHEDULE) VERT. FORMED KEYWAY CONTINUOUS HORIZ. BARS THRU JOINT BENTONITE WATERSTOP CONT. FOUNDATION WALL REINF. (SEE SCHEDULE) FOUNDATION WALL (SEE PLAN) EXIST. FOUNDATION WALL (SEE PLAN) DOWELS TO MATCH HORIZ. WALL REINF. DRILL & EPOXY GROUT INTO EXIST. CONTINUOUS WATER STOP USE THIS DETAIL TO: 1. CHANGE FOOTING ELEVATION. 2. LOWER FOOTING TO FIRM BEARING. 3. AVOID PIPE PASSING THROUGH FOOTING. (SEE PLAN) T (SEE PLAN) T 1.5 X A 1'-6" MAX A COVER 3" MIN. M I N . T CONT. REINFORCING (SEE FOUNDATION SECTION FOR SIZE AND NUMBER OF BARS) SLEEVED PIPE WITH 1-1/2" COMPRESSIBLE MATERIAL AROUND PIPE 6" MIN. 3" MIN. 3/4" CHAMFER TYP. #4 X 1' -0" DOWELS @ 24" O.C. DRILL & GROUT TYP. #4 BARS @ 16" O.C. FOR (T) GREATER THAN 4". USE 6X6-W2.9XW2.9 W.W.R. FOR (T) LESS THAN 4" NOTES: 1. COORDINATE PAD THICKNESS (T) AND LOCATIONS WITH MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTORS. G.C. TO PROVIDE PADS. EMBED. 3"T (SEE PLAN) NYS DOT TYPE 4 FILL COMPACTED STRUCTURAL FILL IN 8" LIFTS, MAX 4" PERFORATED DRAIN TILE WITH FILTER SOCK. SLOPE W/ POSITIVE DRAINAGE. EXTERIOR FACE OF WALL FOUNDATION WALL (SEE PLAN) FOOTING (SEE PLAN) TYP 8" DRAINAGE FILL, SEE SPEC FILTER FABRIC, WITH 12" OVERLAP AT TOP labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/23/2022 10:28:21 AM S301 TYPICAL FOUNDATION AND SLAB DETAILS MCRB MCM 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC CORNELL UNIVERSITY ITHACA, NY 14853 © 2022 LaBella Associates 3/4" = 1'-0"S301 7 TYPICAL SLAB-ON-GRADE JOINT 3/4" = 1'-0"S301 8 TYPICAL SLAB-ON-GRADE WITH VAPOR BARRIER 1/2" = 1'-0"S301 9 TYPICAL SLAB-ON-GRADE RE-ENTRANT CORNER 3/4" = 1'-0"S301 10 TYPICAL THRESHOLD DETAIL 3/4" = 1'-0"S301 3 TYPICAL CONCRETE WALL AT INTERSECTION 3/4" = 1'-0"S301 4 TYPICAL CONCRETE WALL CONSTRUCTION JOINTS 3/4" = 1'-0"S301 2 TYPICAL NEW & EXIST. FOUNDATION WALL INTERSECTION 3/4" = 1'-0"S301 6 TYPICAL STEPPED FOOTING 3/4" = 1'-0"S301 5 TYPICAL HOUSEKEEPING PAD 3/4" = 1'-0"S301 1 TYPICAL FOUNDATION DRAIN Revisions NO: DATE: DESCRIPTION: T.O. S.O.G. SEE PLAN T.O. SLAB SEE PLAN ELEVATED CONC FLOOR SLAB, SEE PLAN CONC S.O.G., SEE PLANCONC REINFORCEMENT, SEE SCHEDULE CONC WALL, SEE PLAN CONC REINFORCEMENT, SEE SCHEDULE, TYP WATERPROOFING, TYP FOUNDATION DRAIN, SEE TYP DETAIL, TYP 1' - 0" CONT, WATERSTOP, TYP 6" TYP 6" 1" C.C.SEE SCHED FOR REINF CONT, WATERSTOP, TYP SEE SCHED FOR REINF, TYP 1" CC, TYP 7' - 0" 4' - 0" RIGID INSUL, SEE ARCH DWGS INSULATION DRAINAGE PANELS, TYP, SEE WATERPROOFING SPEC NYS DOT TYPE 4 FILL COMPACTED IN 8" LIFTS, MAX T.O. PLANK SEE PLAN T.O. S.O.G. SEE PLAN B.O. FTG SEE PLAN HOLLOW-CORE PLANK CONC WALL, SEE PLAN CONC REINFORCEMENT, SEE SCHEDULE CONC FTG, SEE PLAN AND SCHED CONC SLAB-ON- GRADE, SEE PLAN ISOLATION JOINT DOWELS SHALL MATCH SIZE AND SPACING OF WALL REINF. ALTERNATE BARS STD HOOK ROTATE AS REQ'D GRADE VARIES, SEE GRADING PLAN WATERPROOFING, TYP FOUNDATION DRAIN, SEE TYP DETAIL 8" 1" COVER 2' - 2" #5@12" O.C. E.W. @ INTERIOR FACE (2) #5 HORZ TOP #4 @ 12" O.C. CONT. WATERSTOP SEE SCHED FOR REINF HAUNCH SLAB LAP 2' - 0" AT ALL WALL OPENINGS (SEE PLAN) PROVIDE (2) #5 HORZ ABOVE OPENING AND (2) #5 DIAG X 2'-6" LG AT TOP CORNERS TERMINATION BAR WITH POINTING MASTIC TOP BEAD, PER WATERPROOFING MANUFACTURER'S INSTALLATION DETAIL INSULATION DRAINAGE PANELS, SEE WATERPROOFING SPEC CONTINUE WATERPROOFING AND INSULATION DRAINAGE PANEL OVER TOE OF FOOTING NYS DOT TYPE 4 FILL COMPACTED IN 8" LIFTS, MAX #4 BENT BAR GROUTED INTO KEYWAY @ 4' -0" O.C. 1/8" X 2" BRG PAD WALL REINFORCING, SEE SCHEDULE 8" #4 LONGITUDINAL BAR CONT, PROVIDE CORNER BARS PERIMETER GROUT FORM AS REQUIRED HOLLOW-CORE PLANK CONC WALL 8" #4 DWL @ 12" O.C. BRG 3" #4 BENT BAR GROUTED INTO POCKET @ 4' -0" O.C. WALL REINFORCING, SEE SCHEDULE 8" #4 LONGITUDINAL BAR CONT, PROVIDE CORNER BARS PERIMETER GROUT FORM AS REQUIRED HOLLOW-CORE PLANK 10" 6"6" CONC WALL 8"#4 DWL @ 12" O.C. T.O. S.O.G. SEE PLAN B.O. FTG SEE PLAN CONC WALL, SEE PLAN CONC REINFORCEMENT, SEE SCHEDULE CONC FTG, SEE PLAN AND SCHED CONC SLAB-ON- GRADE, SEE PLAN ISOLATION JOINT DOWELS SHALL MATCH SIZE AND SPACING OF WALL REINF. ALTERNATE BARS STD HOOK ROTATE AS REQ'D FOUNDATION DRAIN, SEE TYP DETAIL 8" 1" COVER #5@12" O.C. E.W. @ INTERIOR FACE (2) #5 HORZ TOP #4 @ 12" O.C. CONT WATERSTOP SEE SCHED FOR REINF CONC ROOF PLANK LAP 2' - 0" 2' - 2" GRADE VARIES, SEE GRADING PLAN WATERPROOFING TO GRADE AT ALL WALL OPENINGS (SEE PLAN) PROVIDE (2) #5 HORZ ABOVE OPENING AND (2) #5 DIAG X 2'-6" LG AT TOP CORNERS CONTINUE WATERPROOFING AND INSULATION DRAINAGE PANEL OVER TOE OF FOOTING TERMINATION BAR WITH POINTING MASTIC TOP BEAD, PER WATERPROOFING MANUFACTURER'S INSTALLATION DETAIL NYS DOT TYPE 4 FILL COMPACTED IN 8" LIFTS, MAX INSULATION DRAINAGE PANELS, SEE WATERPROOFING SPEC T.O. PLANK SEE PLAN labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/23/2022 10:28:21 AM S302 CONCRETE DETAILS AND SECTIONS MCRB MCM 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC CORNELL UNIVERSITY ITHACA, NY 14853 © 2022 LaBella Associates 3/4" = 1'-0"S302 3 SECTION THROUGH TUNNEL 3/4" = 1'-0"S302 4 SECTION THROUGH WALL 3/4" = 1'-0"S302 1 CONCRETE PLANK BEARING 3/4" = 1'-0"S302 2 CONCRETE PLANK SIDE LAP 3/4" = 1'-0"S302 5 SECTION THROUGH WALL - WEST END Revisions NO: DATE: DESCRIPTION: EXIST ROOF JOIST (VIF) ANGLE(SEE PLAN) L4X4X5/16 L4X4X5/16 L3 X 3 X 3 / 1 6 SECTIONPLAN NOTES: 1. COORDINATE SIZE AND LOCATION WITH ACTUAL EQUIPMENT TO BE INSTALLED AND WITH MECHANICAL DRAWINGS. NEW ROOF OPENING, COORD SIZE W/ M-DWGS EX I S T R O O F S T E E L JO I S T , V I F EX I S T R O O F S T E E L JO I S T , V I F 6'-0" MAXIMUM V.I.F. L3 X 3 X 3 / 1 6 EXIST ROOF DECK, MAINTAIN MIN 1 1/2" BRG, TYP 3/16 3/16 3/16 PL 1/4 X 2X2 DECK SUPPORT ANGLE, LOCATE TIGHT TO ROOF DECK 3'-0" MAXIMUM 800S200-68 CFMF FRAME, TYP EXIST 1000S200-68 @ 16" OC ROOF JOISTS, TYP OPENING FRAMING PLAN VIEW PLYWOOD ROOF SHEATHING, ATTACH TO NEW MEMBERS (4) #10 -16 SCREWS @ EACH CLIP (4) #10 -16 SCREWS @ EACH CLIP CFMF ANGLE CLIP: 2X2X1/4 GA X 0'-7 1/2 LONG (50 KSI STEEL) ROOF JOIST OR FRAME OPENING (4) #10 -16 SCREWS @ EACH CLIP (4) #10 -16 SCREWS @ EACH CLIP CFMF ANGLE CLIP: 4" X 2" X 1/4 GA. X 0'-7 1/2" LONG (50 KSI STEEL) TYPICAL CONNECTION OPTIONS SHORE EXIST CFMF JOIST, CUT AND REMOVE, INSTALL FRAME TO RESUPPORT 6" TYP labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/23/2022 10:28:21 AM S303 TYPICAL ROOF DETAILS MCRB MCM 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC CORNELL UNIVERSITY ITHACA, NY 14853 © 2022 LaBella Associates 3/4" = 1'-0"S303 1 TYPICAL ROOF OPENING FRAME AT EXISTING 1 1/2" = 1'-0"S303 2 TYPICAL CFMF OPENING FRAME DETAIL AT EXISTING ROOF Revisions NO: DATE: DESCRIPTION: MATERIAL SYMBOLS CONCRETE MASONRY UNITS (CMU) CONCRETE BRICK CEMENT, SAND, GROUT, PLASTER, OR GYPSUM WALL BOARD EARTH STONE, GRAVEL, OR POROUS FILL CARPET PLYWOOD WOOD (FINISHED) WOOD (ROUGH) RIGID INSULATION BATT. OR LOOSE INSULATION STEEL WOOD (BLOCKING) PARTICLE BOARD ARCHITECTURAL DRAWINGS SYMBOLS MATCH LINE ELEVATION LINE COLUMN LINE REFERENCES DOOR TAGS BUILDING SECTIONS WALL SECTIONS ARCHITECTURAL ABBREVIATIONS A 0 X-XXX 0 X-XXX 0 X-XXX 21 DETAIL NO SHEET NO DETAIL NO SHEET NO A B NOMINAL FACE OF GYP BD AT GYP BD/STUD PARTITION (U.O.N.) NOMINAL FACE OF MASONRY AND CONCRETE WALL / PARTITIONS (U.O.N.) CENTER LINE OF COLUMN (U.O.N.) TYPICAL PLAN DIMENSIONING NOMINAL FACE OF EXISTING PARTITION (U.O.N.) B A: Area AB: Anchor Bolt ABV: Above ACC: Access ACOUST: Acoustical ACR: Acrylic ACST: Acoustic ACT: Acoustical Tile AD: Access Door ADH: Adhesive ADJ: Adjust, Adjustable, Adjacent AFF: Above Finished Floor AGGR: Aggregate ALT: Alternate ALUM: Aluminum ANOD: Anodized AP: Access Panel APPROX: Approximate ATC: Acoustical Tile Ceiling BDRM: Bedroom BETW: Between BF: Board Foot BIT: Bituminous BLDG: Building BLKG: Blocking BOT: Bottom BPL: Bearing Plate BRG: Bearing BRK: Brick BRZ: Bronze BS: Both Sides BSMT: Basement BUR: Built-up Roof C/C: Center to Center CAB: Cabinet CAR: Carpet CAV: Cavity CCW: Counter Clockwise CCTV: Closed Circuit TV CEM: Cement CER: Ceramic CF: Cubic Feet CHAM: Chamfer CJ: Control Joint CK: Caulking CL: Centerline CLG: Ceiling CLKG: Caulking CLR: Clear CLR OPG: Clear Opening CMT: Ceramic Mosaic Tile CMU: Concrete Masonry Unit COL: Column CONC: Concrete CONSTR: Construction CONT: Continuous CONTR: Contractor COP: Copper CPR: Copper CPT: Carpet CT: Ceramic Tile CW: Clockwise EA: Each EB: Expansion Bolt EE: Each End EF: Each Face EIFS: Exterior Insulation and Finish System EJ: Expansion Joint EL: Elevation, Elevator ELEC: Electrical ELEV: Elevator, Elevation ENCL: Enclosure EPDM: Ethylene Propylene Diene Monomer EQ: Equal EQUIP: Equipment ETR:Existing To Remain EW: Each Way EXG: Existing EXH: Exhaust EXIST: Existing EXP: Exposed GA: Gauge, Gage GALV: Galvanized GC: General Contractor GL: Glass GL BLK: Glass Block GRND: Ground GRTG: Grating GVL: Gravel GYP: Gypsum GYP BD: Gypsum Board WINDOW TAG/LOUVER TAG DETAIL SECTIONS0 X-XXX DETAIL NO SHEET NO P. LAM: Plastic Laminate PAR: Parallel PBD: Particle Board PERIM: Perimeter PERP: Perpendicular PL: Plate PLBG: Plumbing PLYWD: Plywood PLUMB: Plumbing PR: Pair PREFAB: Prefabricated PRES: Pressure PRESS: Pressure PRMLD: Premolded PRTN: Partition PSF: Pounds per square foot PSI: Pounds per square inch PT: PAINT PTD: Painted, Paper Towel Dispenser PTD/R: Combination Paper Towel Dispenser/Receptacle PTN: Partition EXTERIOR ELEVATIONS INTERIOR ELEVATIONS DETAIL CALL OUTS DETAIL NO0 X-XXX DETAIL NO SHEET NO 3 X-XXX2 4 1 SHEET NO WALL TYPE ROOM TAGROOM # ROOM AREA #DEMO KEYNOTE REVISION SYMBOL AND CLOUD C D E F G P H I J L M N O Q R S T DBL: Double DEG: Degree DEMO: Demolition DF: Drinking Fountain DIAG: Diagonal DIA: Diameter DIAM: Diameter DIFF: Diffuser DN: Down DR:Door DWG: Drawing DWGS: Drawings DWR: Drawer FB: Face Brick FD: Floor drain FDC: Fire Department Connection FDN: Foundation FDTN: Foundation FE: Fire Extinguisher FEC: Fire Extinguisher Cabinet FFE: Finished Floor Elevation FF&E: Fixtures, Furnishings & Equipment FFL: Finished Floor Line FGL: Fiberglass FHC: Fire Hose Cabinet FIN: Finish, finished FIXT: Fixture FL: Floor FLR: Floor FO: Finished Opening FOF: Face of Finish FOS: Face of Studs FP: Fireproof FRT:Fire Retardant FT: Foot, Feet, FTG: Footing, Fitting FURN: Furnish, Furniture FURR: Furring HDCP: Handicapped (better called "Accessible") HDW: Hardware HDWD: Hardwood HGT: Height HM: Hollow Metal HORIZ: Horizontal HR: Hour HWD: Hardwood ID: Inside Diameter IN: Inch INCL: Include INFO: Information INSTL: Install INSUL: Insulation INT: Interior INTERM:Intermediate JAN: Janitor JC: Janitor's Closet JT: Joint FINISH KEYNOTE LAB: Laboratory, Labor LAV: Lavatory LB: Pound (weight) LBL: Label LINO: Linoleum LNTL: Lintel MAINT: Maintenance MAN; Manual MAR: Marble MARB: Marble MAS: Masonry MAT: Material MATL: Material MAX: Maximum MECH: Mechanical MEMB: Membrane MFD:Manufactured MFG: Manufacturer, Manufacturing MFR: Manufacture, Manufacturer MI: Malleable Iron, Miles MIKE: Microphone MIN: Minimum MIR: Mirror MISC:Miscellaneous MK: Mark ML&P: Metal Lath & Plaster MLD:Molding MLDG: Molding MM:Millimeter MMB: Membrane MO: Masonry Opening MOD: Module MONO: Monolithic MOV: Movable MP:Metal Acoustical Panel MPS: Medium Pressure Steam MR: Mop Receptor MRD:Metal Roof Deck MT: Mount, Mounted MTD: Mounted MTL: Material, Metal MTR: Motor MUL: Mullion MULL: Mullion MV: Mercury Vapor MWP: Maximum Working Pressure MWK:Millwork N: North, Nitrogen NAP: Napkin NAT: Natural NATL: Natural NB: "Nota Bene" Latin phrase for "Take Special Note" NC: Normally Closed, Noise Criteria NEC: National Electrical Code NEUT: Neutral NF: Near Face NFWH: Non-freeze Wall Hydrant NI: Nickel NIC: Not In Contract NK: Neck NMT: Non-Metallic NO: Number, Normally Open NOM: Nominal NR:Noise Reduction NRC: Noise Reduction Coefficient NTS: Not To Scale OB: Obscure OBS: Obscure OC: On Center OD: Outside Diameter OF: Outside Face OFF: Office OH: Overhead OHD: Overhead Door OPNG: Opening OPP: Opposite OPP H: Opposite Hand QUAL: Quality QT: Quarry Tile, Quart QTY: Quantity RB: Rubber Base RCP: Reflected Ceiling Plan RD: Roof Drain, Round, Receptacle Distribution Panel REBAR: Reinforcing Bar REF: Refer, Reference, Refrigerator REFL: Reflected, REFR: Refrigerate, Refrigerator REINF: Reinforcement, or Reinforce REQD:Required RESIL: Resilient RF: Roof RGH: Rough RGH OPNG:Rough Opening RO: Rough Opening RT: Rubber Tile SALV: Salvage SCHED: Schedule SF: Square Foot SHR: Shower SHT: Sheet SPEC: Specification, Specifications SPECS: Specifications SQ: Square SS: Stainless Steel STC: Sound Transmission Class STD: Standard STL: Steel STOR: Storage STRT: Straight STRUC: Structural STRUCT: Structural SUR: Surface SUSP: Suspended, Suspend T&B: Top and Bottom T&G: Tongue & Groove TB: Towel Bar TD: Trench Drain TERR: Terrazzo THK: Thick, Thickness THRU: Through TLT: Toilet TPD: Toilet paper Dispenser TPH: Toilet Paper Holder TPTN: Toilet Partition TYP: Typical TZ: Terrazzo UNFIN: Unfinished UNO: Unless Noted Otherwise UON: Unless Otherwise Noted UP: Unpainted UR: Urinal VAT: Vinyl Asbestos Tile VBC: Vinyl Base (Coved) VCT: Vinyl Composition Tile VERT: Vertical VEST: Vestibule VIF: Verify In the Field VT: Vinyl Tile VTR: Vent Through Roof VWC: Vinyl Wall Covering W/: With W/O: Without WAINS: Wainscot WC: Watercloset WD: Wood U V W A101 1 SIM CS12.0b W- ROOM NAME 123 150 SF 100 XXX #PLAN/ELEVATION KEYNOTE CONSTRUCTION SHALL CONFORM TO THE “2020 NYS-BCC_Building Code Collection" AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THE PROJECT IS BEING CONSTRUCTED. CONSTRUCTION SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. ALL DRAWINGS ARE GRAPHIC REPRESENTATIONS OF APPROXIMATE LOCATIONS OF NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTORS ARE RESPONSIBLE FOR ALL MATERIALS, CONSTRUCTION METHODS AND CRAFTSMANSHIP. CONTRACTORS ARE TO VERIFY ALL EXISTING CONDITIONS, REQUIREMENTS, NOTES, CODES AND DIMENSIONS, PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT IF CONDITIONS VARY FROM THOSE SHOWN ON THE DOCUMENTS. CONTRACTORS ARE TO PROVIDE ADEQUATE SUPPORT OF EXISTING LOAD BEARING WALLS AND PARTITIONS DURING DEMOLITION AND CONSTRUCTION. THOROUGHLY COORDINATE WORK WITH OTHER TRADES AND DETERMINE THE EXACT ROUTE AND LOCATION OF UTILITIES, MATERIALS AND EQUIPMENT BEFORE FABRICATION AND INSTALLATION. WHEN EXISTING CONSTRUCTION IS REMOVED, DISTURBED, DAMAGED, REPLACED OR RENOVATED IN ANY WAY, CONTRACTORS SHALL PROVIDE PATCHING, PAINTING AND MATERIALS OF SAME TYPE AND QUALITY AS TO MATCH ADJACENT EXISTING SURFACES, UNLESS OTHERWISE NOTED. CONTRACTORS PROVIDE ALL BLOCKING, FURRING AND SHIMMING FOR INSTALLATION AND COMPLETION OF WORK. ALL NEW WORK SHALL BE PLUMB, LEVEL AND SQUARE. SCRIBE AND MAKE FIT ALL NEW TO EXISTING. CONTRACTORS VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL OR DOING WORK. NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND MEASUREMENTS INDICATED ON THE DRAWINGS. ALL DETAILS ARE SUBJECT TO CHANGE DUE TO EXISTING FIELD CONDITIONS. CONTRACTOR MUST NOTIFY ARCHITECT OF SAME. NO SITE VISITS WILL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CHANGES TO THESE DRAWINGS AND COMPLETION OF COMPLIANT WORK. CONTRACTOR TO COORDINATE ALL DOOR HARDWARE, TRIM AND FINISHES WITH THE OWNER TO MEET INTENT AND COMPLIANCE. THESE DRAWINGS DO NOT PURPORT TO SHOW ALL ITEMS AND PROCEDURES REQUIRED FOR A COMPLETE INSTALLATION. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE GENERAL ARCHITECTURAL DESIGN CONCEPT, THE LOCATION/DIMENSIONS OF THE CONSTRUCTION AND MAJOR ELEMENTS OF CONSTRUCTION. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS ASSOCIATED WITH THE WORK OF THEIR CONTRACT. ITEMS NOTED AS 'BY OWNER”ARE TO BE FURNISHED AND INSTALLED BY THE OWNER OR THE OWNER'S VENDOR. GENERAL CONSTRUCTION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL REMOVAL NOTES: DASHED LINES INDICATE ITEMS TO BE REMOVED. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. DUST CONTROL SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PERFORM CLEAN UP OF ALL REFUSE, RUBBISH, SCRAP MATERIALS AND DEBRIS CAUSED BY THE WORK ON A DAILY BASIS. CLEANING OF AREA SURROUNDING THE WORK AREA WHERE CONSTRUCTION DEBRIS OR DUST ACCUMULATES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIONS DRAWINGS FOR DEMOLITION OF ADDITIONAL ITEMS. REFER TO ABATEMENT DRAWINGS FOR HAZARDOUS MATERIAL DEMOLITION ITEMS. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE AND ARE NOT GUARANTEED. CONTRACTORS ARE RESPONSIBLE FOR EXAMINING THE BUILDING AND VERIFYING EXISTING CONDITIONS AND ARE TO CONTACT THE OWNER REPRESENTATIVE REGARDING ANY DISCREPANCIES. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED AND/OR SALVAGED, AND LEGAL DISPOSAL OF ITEMS NOT INTENDED FOR SALVAGE. WORK SHALL ALSO INCLUDE REMOVAL OF ALL MINOR SUPPORTS, BRACKETS, FASTENERS, CONDUITS, PIPING, AND SIMILAR ITEMS WHICH ARE NOT INDICATED TO REMAIN. ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED, WITH SIMILAR MATERIALS AND COLORS. REFER TO NEW WORK FLOOR PLANS & REFLECTED CEILING PLANS. AT WALL REMOVAL FOR MECHANICAL PENETRATIONS, OPENING TO BE APPROXIMATELY 6" LARGER THAN DUCT SIZE ON ALL SIDES. COORDINATE WITH MECHANICAL DRAWINGS. FOR ADDITIONAL REMOVAL INFORMATION REFER TO SECTIONS AND DETAILS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. UNLESS OTHERWISE NOTED, ALL MASONRY DIMENSIONING IS NOMINAL TO FACE OF MASONRY, ALL NON-MASONRY DIMENSIONING IS TO FACE OF PARTITIONS OR WALLS AND ALL CONCRETE DIMENSIONING IS FACE TO FACE OF WALL. ALL DIMENSIONS ARE FINISHED DIMENSIONS FROM FINISH FACE OF GYPSUM BOARD OR SCHEDULED WALL FINISH UNLESS OTHERWISE NOTED. ALL VERTICAL CONCRETE SURFACES WHICH WILL BE EXPOSED TO VIEW UPON COMPLETION OF WORK SHALL RECEIVE A SMOOTH RUBBED FINISH. SEALANT SHALL BE PROVIDED AT THE INTERIOR AND EXTERIOR PERIMETER OF ALL WINDOWS, DOOR FRAMES, LOUVERS OR OTHER ITEMS INSERTED IN AN EXTERIOR WALL. WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK, WITHIN 2'-0”OF GRADE AND IN OTHER LOCATIONS OUTSIDE THE BUILDING ENVELOPE WHERE EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED LUMBER OR PLYWOOD. INSTALL ALL WORK AS INDICATED AND VERIFY EXACT LOCATION AND ELEVATIONS ON THE JOB. DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS AND SPECIFIED MATERIALS. CONTACT THE ARCHITECT IF ADDITIONAL DIMENSIONS ARE REQUIRED. COORDINATE ALL DOOR HARDWARE, TRIM AND FINISHES TO MEET INTENT AND COMPLIANCE. EXISTING FIRST FLOOR LEVEL DATUM ELEVATION (0'-0") IS EQUAL TO ACTUAL ELEVATION (895.0'). ARCHITECTURAL ELEVATIONS U.O.N. ARE TAKEN FROM EXISTING FIRST FLOOR LEVEL DATUM ELEVATION (0'-0"). GENERAL ARCHITECTURAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. OVERHEAD VISIBLE ITEMS BREAK LINE HIDDEN OR NOT IN CONTRACT CENTER LINE OR COLUMN GRID C.M.U. WALL / PARTITION - SEE PARTITION TYPES EXISTING WALL CONSTRUCTION METAL STUD PARTITION - SEE PARTITION TYPES WALL/ PARTITION DESIGNATIONS BRICK FACE LINE TYPES labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 5 / 2 0 2 2 1 2 : 5 2 : 1 2 P M A001 GENERAL NOTES, SYMBOLOGY, AND ABBREVIATIONS JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 5 / 2 0 2 2 1 2 : 5 2 : 1 2 P M A002 CODE REVIEW JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: BUILDING CODE SUMMARY APPLICABLE CODES 2020 NYS-EBC Existing Building Code 2020 NYS-BC Building Code 2020 NYS-MC Mechanical Code 2020 NYS-PC Plumbing Code PROJECT SUMMARY EXISTING BUILDING (APPROXIMATELY 16,240 SF): ALTERATION -LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE) • NO CHANGE IN BUILDING FOOTPRINT • NO CHANGE IN EXITING MECHANICAL ROOM (APPROXIMATELY 750 SF): AN 'ADDITION' PER CHAPTER 2 AND COMPLY WITH CHAPTER 11 BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: EXISTING 5A (SEE ORIGINAL CODE REVIEW) ADDITION IB (NONCOMBUSTIBLE) OCCUPANCY OCCUPANCY CLASSIFICATION: EXISTING 'E' EDUCATIONAL (SEE ORIGINAL CODE REVIEW) ADDITION ACCESSORY SPACE ENERGY CONSERVATION: EXISTING NO CHANGE TO PRIMARY STRUCTURE RE-ROOFING WORK WILL COMPLY WITH TABLE C402.1.3 -4.2" MINIMUM R-24.9 CI (+ TAPERED INSULATION FOR AN AVERAGE OF R-30 PER ENERGY CODE) ADDITION WALLS WILL HAVE 2" R-11.4 CI (AVERAGE OF ABOVE AND BELOW GRADE VALUES) ROOFING WORK WILL COMPLY WITH TABLE C402.1.3 -4.2" MINIMUM R-24.9 CI (+ TAPERED INSULATION FOR AN AVERAGE OF R-30 PER ENERGY CODE) NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 2 6 A M A010 EXISTING DRAWING A1.8 (SECOND FLOOR ANNOTATION PLAN) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 8 / 2 0 2 2 8 : 5 3 : 0 4 A M A011 EXISTING DRAWING A2.0 (FIRST FLOOR REF. CEILING PLAN) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates N CEILING NOTES: • SEE MECHANICAL DRAWINGS M011, M012, M101, M102, M201, M202, M301, M302, M303 & M304 FOR FULL SCOPE OF WORK. • SEE ELECTRICAL DRAWINGS E011, E012, E101 & E102 FOR FULL SCOPE OF WORK. • CAREFULLY REMOVE & REINSTALL CEILINGS AND INSULATION (IN HALLWAYS) TO ACCOMMODATE HVAC WORK ABOVE. REFER TO DRAWING FOR CEILING TYPE & ELEVATION ABOVE FLOOR. • THERE IS INSULATION TO BE REMOVED & REINSTALLED IN THE TODDLER & PRESCHOOL WINGS. FIELD VERIFY LOCATIONS. • REPLACE ALL DAMAGED COMPONENTS RESULTING FROM CONSTRUCTION ACTIVITIES WITH NEW TO MATCH EXISTING. • AT 'HARD' GWB CEILINGS REQUIRING ACCESS ABOVE, REPLACE GWB WITH NEW, FINISH & PAINT TO MATCH EXISTING. • ACCESS WILL BE LIMITED WITHIN THE BUILDING DURING OPERATIONS. GC TO NOTIFY ALL TRADES OF LIMITED ACCESS: OPERATIONS ARE FROM 8-5 M-F. THE FACILITY FOLLOWS THE CALENDAR SCHEDULE OF THE UNIVERSITY. AT ROOMS 112 & 116, LOWER SUSPENDED CEILING SYSTEM FROM 8'-6" TO 8'-2" FOR MECHANICAL WORK ABOVE, INCLUDE NEW PERIMETER EDGE ANGLE -REUSE GRID, PANELS & LIGHTS Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 0 A M A012 EXISTING DRAWING A2.1 (SECOND FLOOR REF. CEILING PLAN) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates N CEILING NOTES: • SEE MECHANICAL DRAWINGS M011, M012, M101, M102, M201, M202, M301, M302, M303 & M304 FOR FULL SCOPE OF WORK. • SEE ELECTRICAL DRAWINGS E011, E012, E101 & E102 FOR FULL SCOPE OF WORK. • CAREFULLY REMOVE & REINSTALL CEILINGS AND INSULATION (IN HALLWAYS) TO ACCOMMODATE HVAC WORK ABOVE. REFER TO DRAWING FOR CEILING TYPE & ELEVATION ABOVE FLOOR. • THERE IS INSULATION TO BE REMOVED & REINSTALLED IN THE TODDLER & PRESCHOOL WINGS. FIELD VERIFY LOCATIONS. • REPLACE ALL DAMAGED COMPONENTS RESULTING FROM CONSTRUCTION ACTIVITIES WITH NEW TO MATCH EXISTING. • AT 'HARD' GWB CEILINGS REQUIRING ACCESS ABOVE, REPLACE GWB WITH NEW, FINISH & PAINT TO MATCH EXISTING. • ACCESS WILL BE LIMITED WITHIN THE BUILDING DURING OPERATIONS. GC TO NOTIFY ALL TRADES OF LIMITED ACCESS: OPERATIONS ARE FROM 8-5 M-F. THE FACILITY FOLLOWS THE CALENDAR SCHEDULE OF THE UNIVERSITY. Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 2 A M A013 EXISTING DRAWING A3.0 (ROOF PLAN) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates N AREAS OF ROOFING REPLACEMENT WORK, SEE DWGS. A101, M013 & M103 Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 3 A M A014 EXISTING DRAWING A5.0 (BUILDING SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 5 A M A015 EXISTING DRAWING A5.1 (BUILDING SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 7 A M A016 EXISTING DRAWING A5.2 (BUILDING SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 9 A M A017 EXISTING DRAWING A5.3 (BUILDING SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 3 9 A M A018 EXISTING DRAWING A5.4 (WALL SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 4 1 A M A019 EXISTING DRAWING A5.5 (WALL SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 4 3 A M A020 EXISTING DRAWING A5.6 (WALL SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 4 5 A M A021 EXISTING DRAWING A5.7 (WALL SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 4 7 A M A022 EXISTING DRAWING A5.8 (WALL SECTIONS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 4 8 A M A023 EXISTING DRAWING A5.9 (DETAILS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: NOTE: THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. SEE NOTES FOR NEW PROJECT SCOPE. labellapc.com 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 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: N O T F O R C O N S T R U C T I O N 9/ 2 3 / 2 0 2 2 6 : 4 7 : 5 0 A M A024 EXISTING DRAWING A5.10 (DETAILS) JPB CAD 09/27/22 95% CONSTRUCTION DOCUMENTS 2212853 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 NORTH CAMPUS CHILD CARE HVAC Cornell University © 2022 LaBella Associates Revisions NO: DATE: DESCRIPTION: