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Home My WebLink AboutHughes Hall Conformed Drawings150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 G000 Cover Sheet 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationARCHITECT: KSS Architects LLP 150 S. Independence Mall West Philadelphia, Pennsylvania 19106 Tel: 215-320-3000 ABBREVIATIONS ABOVE FINISHED FLOOR ACCESS DOOR ACOUSTICAL ACOUSTICAL CEILING BOARD ACOUSTIC CEILING TILE ADHESIVE ADJACENT ADJUSTABLE AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT ANGLE ANODIZED APARTMENT ARCHITECT, ARCHITECTURAL ASPHALT AUTOMATIC AVERAGE BALANCE BALLED & BAGGED BARRIER FREE BASEMENT BEAM BEARING BEDROOM BETWEEN BEVELED BITUMINOUS BLOCK BLOCKING BOARD BY OTHERS BOTTOM BOTTOM OF CURB BOTTOM OF STEEL BRACKET BRICK BRICK COURSE BUILDING BUILT-UP ROOFING CABINET CARPET CASING BEAD CHALK BOARD CAST IRON CEILING CEMENT, CEMENTITIOUS CEMENT PLASTER CENTER CENTER LINE CERAMIC TILE CHANNEL CLEAR, CLEARANCE CLEAR TEMPERED PLATE GLASS CLOSET COLUMN COLD ROLLED CHANNEL COMPOSITE COMPRESSIBLE CONCRETE CONCRETE MASONRY UNIT CONFERENCE CONSTRUCTION CONTINUOUS CONTROL CONTROL JOINT CONVECTOR CORRIDOR COUNTER FLASHING COURSE CUBIC FEET DAMPPROOFING DEPARTMENT DETAIL DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DOOR DOUBLE DOWN DRAWING EACH EAST ELASTOMERIC ELECTRIC, ELECTRICAL ELECTRIC WATER COOLER ELEVATION ELEVATOR EMERGENCY ENCLOSURE ENTRANCE EQUAL EQUIPMENT EXHAUST EXISTING EXPANSION JOINT EXPOSED EXTERIOR EXTRUSION, EXTRUDED FEET FIBERGLASS FIBERGLASS REINFORCED FILLER PANEL FINISH FINISH TO FINISH FIRE EXTINGUISHER CABINET FIRERETARDANT TREATED FLOOR DRAIN FLOOR FLUORESCENT FOOTING FOUNDATION FRAME FULL SIZE FURNISH FURRING GAGE, GUAGE GALLON GALVANIZED GENERAL CONCRETE GLASS GLASS FIBER REINFORCED CONC GLAZE GLUE LAMINATED GRADE GROUND GYPSUM GYPSUM WALLBOARD HAND HANDICAPPED HANDRAIL HARDBOARD HARDWARE HEAD HEAT HEATING, VENTILATING AND A/C HIGH HIGHPOINT HIGHWAY HOLLOW CORE HOLLOW METAL HOLLOW STRUCTURAL SECTION HORIZONTAL HORSEPOWER HOUR HYDRANT INCHES INCLUDE INSIDE DIAMETER INSULATION INTERIOR INVERT JANITOR JOINT JANITOR CLOSET KILN DRIED KITCHEN KNOCKOUT KICK PLATE LAMINATED LAVATORY LEAD COATED COPPER LEFT LEFT HAND AFF AD ACOUS ACB ACT ADH ADJ ADJUST AC ALT ALUM AB L ANOD APT ARCH ASPH AUTO AVG BAL B&B BF BSMT BM BRG BR BTWN BEV BIT BLK BLKG BD BO BOT,B BOC BOS BRKT BRK BC BLDG BUR CAB CPT CASING BD CB CI CLG CEM CEM.PLAS CTR CLG CT CH CLR CTP CLOS COL CRC COMP COMPR CONC CMU CONF CONST CONT CONTR CJ CONV CORR CTR FLASH'G C CF DP DEPT DTL DIAG DIA DIFF DIM DISP DIV DR DBL DN DWG EA E ELAST ELEC EWC EL ELEV EMERG ENCL ENTR EQ EQUIP EXH EXIST EJ EXP EXT EXTR FT FIB FRP FP FIN FTF FEC FTD FD FL FLUOR FTG FDN FR FS FURN FUR GA GAL GALV GC GL GFRC GLZ GLU LAM GD GND GYP GWB HND HCP HNDRL HDBD HDWE HD HT HVAC H HPT HWY HC HM HSS HORZ HP HR HYD IN INCL ID INSUL INT INV JAN JT JC KD KIT KO KP LAM LAV LCC L LH LENGTH LIGHTING LIGHTWEIGHT LIVING ROOM LONG LOUVER LOW POINT MACHINE MAINTENANCE MANUFACTURER MARKER BOARD MASONRY MASONRY OPENING MATERIAL MECHANICAL MEMBRANE METAL METAL CEILING PANEL MEZZANINE MINIMUM MISCELLANEOUS MODIFIED BITUMINOUS MOLDING MOUNTED MOVABLE MULLION MULTIPLE NATURAL NOMINAL NOMINAL INSIDE DIAMETER NORTH NOT IN CONTACT NOT TO SCALE NUMBER OFFICE ON CENTER OPENING OPPOSITE OUNCE OUTSIDE DIAMETER OVERFLOW DRAIN OVERALL OVERHEAD PAINT PAINTED PAIR PANEL PARTITION PARTICLE BOARD PAVEMENT PERFORATED PHILLIP'S HEAD SCREW PHOTOVOLTAIC PLANT PLATE PLASTER PLASTIC LAMINATE PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE PRESSURE TREATED PROTECTION QUARRY TILE RADIUS RAIN WATER CONDUCTOR RAIN WATER LEADER RECESSED RECTANGULAR REFERENCE REFRIGERATOR REINFORCING REINFORCING BAR REMOVABLE REQUIRED REVISION, REVISED RIGHT RIGHT HAND RISER ROOF DRAIN ROOFING ROOM ROUGH OPENING ROUND LG LTG LTWT LR LNG LVR LP MACH MAINT MFR MB MAS MO MATL MECH MEMB MTL MCP MEZZ MIN MISC MOD BIT MLDG MTD MVBL MULL MULT NAT NOM NID N NIC NTS NOM OFF OC OPNG OPP OZ OUT DIA OD OA OH PT PTD PR PNL PTN PART BD PVMT PERF PHS PV PLT PL PLAS PLAM PLYWD PSF PSI PRES PT, PRTD PROT QT R, RAD RWC RWL REC RECT REF REFR REINF REBAR REM REQD REV RT RH R RD RFG RM RO RND GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, ALL LOCAL, STATE AND FEDERAL REGULATIONS, AND IN A PROFESSIONAL WORKMAN LIKE MANNER. 2. CONTRACTORS AND THEIR STAFF ARE CONSIDERED BY THE OWNER AND ARCHITECT, THROUGHOUT THE PREPARATION OF DOCUMENTS AND THE CONSTRUCTION SEQUENCE, TO BE KNOWLEDGEABLE PROFESSIONALS SKILLED IN THEIR TRADE, AND THAT THEY ALONG WITH THE ARCHITECT SHALL ENDEAVOR TO PRODUCE A QUALITY PRODUCT. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AFFECTING THE WORK DESCRIBED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES WHICH MAY ALTER OR IMPEDE THE ORIGINAL OR INTENDED DESIGN. 4. OBTAIN, FILE AND PAY FEES FOR ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES. 5. PROVIDE ALL NECESSARY DEMOLITION OR REMOVAL OF EXISTING WORK AS REQUIRED IN CONNECTION WITH THIS PROJECT, INCLUDING SHORING, BRACING, ETC. AND LEGALLY REMOVE UNWANTED MATERIAL AND DEBRIS FROM THE SITE. PROVIDE ADEQUATE BARRICADES AND OTHER TEMPORARY PROTECTION TO PREVENT INJURY TO PERSONS. 6. DO NOT SCALE THE DRAWINGS. 7. CLEAN & PAINT ALL SURFACES WITHIN PROJECT AREA INCLUDING WINDOWS, WALLS, DOORS, AND CEILINGS. GRAPHIC SYMBOLS MATERIAL SYMBOLS EARTH POROUS FILL CONCRETE MASONRY UNIT BRICK CAST STONE STEEL ALUMINIUM PLYWOOD RIGID INSULATION ROUGH WOOD CONTINUOUS BATT INSULATION GYPSUM WALLBOARD GROUT INSULATED METAL PANEL CONCRETE ROUGH WOOD INTERMITTENT FINISHED WOOD ROUGH WOOD CONTINUOUS RUBBER RUBBER BASE RUBBER NAILER FASTENING STRIP SANITARY SCHEDULE SCORED JOINT SEALED SECTION SHEET SIMILAR SOFTWOOD SOLID CORE SOUND ATTENUATION BLANKET SOUND TRANSMISSION CLASSIFICATION SOUTH SPACES SPECIFICATION SQUARE SQUARE FOOT STANDARDQ STEEL STAINLESS STEEL STORAGE STORM STRAIGHT STRUCTURAL STUCCO SUBFLOOR SURFACE SUSPENDED SWITCH SYSTEM TACKBOARD TEMPORARY TERRAZZO TEMPERATURE THERMAL THRESHOLD TONGUE AND GROOVE TOP OF BEAM TOP OF CURB TOP OF WALL TOP OF STEEL TREAD TREATED TYPICAL UNFINISHED UTILITY UNLESS OTHERWISE NOTED VALUE VENEER VENTILATING VERIFY IN FIELD VERTICAL VINYL BASE VINYL COMPOSITION TILE VOLUME WAINSCOT WATER CLOSET WALL COVERING WATERPROOF WATERRESISTANT WEIGHT WELDED WIRE FABRIC WEST WIDE FLANGE WINDOW WITH WITHOUT WOOD YARD RUB RB RNFS SAN SCHED SCD JT SLD SECT SHT SIM SFTWD SC SAB STC S SP SPEC SQ SQ FT STD STL SST STOR ST STR STRUC STC SUBFL SURF SUSP SW SYS, SYST TB TEMP TER TEMP THERM THRESH T & G TOB TC TW TOS T TRTD TYP UNFIN UTIL UON VAL VEN VENT VIF VERT VB VCT VOL WA WC W COV WP WR WT WWF W WF WDW W/ W/O WD YD Landscape Architect Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Lighting Consultant Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 Civil Engineer TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Hughes Hall Renovation Cornell University MEP / FP Engineer Structural Engineer AV/IT Consultant Ithaca, NY 14853 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood Co. of New York, P.C. 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 SITE CONTEXT PLAN PROJECT SCOPE ALTERNATES A1: LOGGIA STEEL WINDOWS: CURTAIN WALL 2 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 6" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 & A814 FOR DETAILS CURTAIN WALL 2 ALTERNATE 1: HOPES WINDOW SYSTEM PAINTED HOT-ROLLED STEEL 1/4" PAINTED HOT-ROLLED STEEL MULLIONS SEE A814 FOR DETAILS A2: DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN AROUND COILS, PUMP, AND WORK ASSOCIATED WITH DOAS-1 UNIT. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. A3: DINING TERRACE: INSTALL CONCRETE TERRACE AND STAIRS. PROVIDE NEW STORM WATER PIPING AND NEW RETAINING WALLS AND GUARDRAILS. A4: 1/2" GRANITE FLOORING AT LOGGIA AND LOWER LEVEL 1 PROVIDE 1/2" GRANITE FLOORING AT GROUND FLOOR AND LOWER LEVEL 1 PUBLIC CORRIDOR AREAS IN LIEU OF PORCELAIN TILE FLOORING H UGHES HALL JANE FOSTER ADDITION MYRON TAYLOR HALL No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 3 08/18/2016 CONFORMED SET 3 ITEMS TO BE FURNISHED BY CORNELL: 1.FURNITURE TO BE PROVIDED BY OWNER, INSTALLED BY GC. 2. AV EQUIPMENT (SEE AV DRAWINGS FOR RESPONSIBILITY MATRIX) 3. ABATEMENT WORK 4. AUTOMATED EXTERNAL DEFIBRILATOR (AED) 5. FIRE EXTINGUISHERS (FE) 6. GOTHIC LIGHT FIXTURES N.I.C. ITEMS: 1. ELEVATOR 2. PLATFORM LIFT 3. EXISTING STANDPIPE 4. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES. LIST OF SPECIAL INSPECTIONS: 1. STRUCTURAL STEEL 2. CURTAIN WALL AT LOGGIA/STEEL STOREFRONT SYSTEM 3. METAL DECKING AT FLOOR INFILL & WEST STAIR ROOF 4. TEMPORARY SHORING AT WEST WALL AND VESTIBULE DOOR OPENING GC TO SCHEDULE A MANDATORY MEETING FOR ALL DELEGATED DESIGN ITEMS. MEETING IN INCLUDE DELEGATED DESIGN ENGINEER AND ARCHITECT PRIOR TO SHOP DRAWING PHASE. LIST OF DELEGATED DESIGN ITEMS: 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 G000B Drawing Index 2014-22194 08/18/16 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationNo. Date Revision 1 08/18/2016 CONFORMED SET A101 Floor Plan - Lower Level 3 A102 Floor Plan - Lower Level 2 A103 Floor Plan - Lower Level 1 A104 Floor Plan - Ground Level A105 Floor Plan - Level 1 A106 Floor Plan - Level 2 A107 Floor Plan - Attic / Level 3 A201 Reflected Ceiling Plan - Lower Level 3 A202 Reflected Ceiling Plan - Lower Level 2 A203 Reflected Ceiling Plan - Lower Level 1 A204 Reflected Ceiling Plan - Ground Level A205 Reflected Ceiling Plan - Level 1 A206 Reflected Ceiling Plan - Level 2 A301 Building Elevations A302 Building Elevations A311 Building Sections A312 Building Sections A401 Wall Sections A411 Section Details A412 Section Details A413 Section Details A501 Enlarged Toilet Room Plan & Details - LL2 & LL1 A502 Enlarged Toilet Room Plan & Details - G & L1 A503 Enlarged Dining Room & Detail A504 Enlarged Event Room A505 Enlarged Loggia Plan & Details A511 Plan Details A512 Plan Details A611 Stair 4A & 4B Details A612 Stair 2 Details A613 Stair 2 Details A614 Stair 2 Details A701 Interior Elevations - LL3 & LL2 A702 Interior Elevations - LL2 & LL1 A703 Interior Elevations - LL1 A704 Interior Elevations - Ground Level A705 Interior Elevations - Ground & Level 1 A706 Interior Elevations -Level 1 & Level 2 A710 Millwork Details A711 Millwork Details A712 Millwork Details A713 Millwork Details A801 Door Schedule, Door, Frame & Sill Details A802 Door Details A803 Door Details & Signage A811 Window Elevations & Details A812 Storefront Elevations & Details A813 Curtain Wall 1 Elevations & Details A814 Curtain Wall 2 Elevations & Details A901 Partition Types A902 Finish Plan - Lower Level 2 & 3 A903 Finish Plan - Lower Level 1 A904 Finish Plan - Ground Level A905 Finish Plan - Level 1 A906 Finish Plan - Level 2 A911 Furniture Plan - Lower Level 2 & 3 A912 Furniture Plan - LL 1 A913 Furniture Plan - Ground Level A914 Furniture Plan - Level 1 A915 Furniture Plan - Level 2 DRAWING LIST GENERAL LANDSCAPE ARCHITECTURAL STRUCTURAL MECHANICAL / HVAC FIRE PROTECTION PLUMBING AUDIO-VISUAL INFORMATION TECHNOLOGY ELECTRICAL ABATEMENT HM100 Asbestos Abatement Phase II-LL3 HM200 Asbestos Abatement Phase II-LL1 HM300 Asbestos Abatement Phase II-GL HM400 Asbestos Abatement Phase II-L1 HM500 Asbestos Abatement Phase II-L2 VOLUME 1 VOLUME 2 G000B Drawing Index 08/18/2016 CONFORMED SET 08/18/2016 CONFORMED SET G000 Cover Sheet G000B Drawing Index G001A Code Notes G001B Code Notes G002 Life Safety & Plumbing Count Diagrams G003 Phasing Notes G004 Existing & Phase 1 - Occupancy & Egress G005 Phase 2 & Complete - Occupancy & Egress G006 Contract Limit Plans 08/18/2016 CONFORMED SET CIVIL C101 Utility Demolition Plan C102 Erosion & Sediment Control Plan C103 Utility Plan C201 Details L001 Site Logistics Plan L101 Demolition Plan L201 Layout Plan L301 Grading Plan L401 Planting Plan L501 Site Details L502 Site Details 07/07/2016 ADDENDUM 4 07/07/2016 ADDENDUM 4 S000 General Notes S001 Schedules S002 Special Inspections S102 Framing Plan - Lower Level 2 & Partial Lower Level 3 S103 Framing Plan - Lower Level 1 S104 Framing Plan - Ground Level S105 Framing Plan - Level 1 S106 Framing Plan - Level 2 S107 Partial Roof - Attic Level S200 Partial Plan Stair & Sections S201 Sections S202 Connection Details S300 Typical Details H201 HVAC Ductwork Plan - Levels LL3 & LL2 H203 HVAC Ductwork Plan - Level LL1 H204 HVAC Ductwork Plan - Level G H205 HVAC Ductwork Plan - Level 1 H206 HVAC Ductwork Plan - Level 2 H207 HVAC Ductwork Plan - Attic H301 HVAC Piping Plan - Levels LL3 & LL2 H303 HVAC Piping Plan - Level G H304 HVAC Piping Plan - Level 1 H305 HVAC Piping Plan - Level 2 H306 HVAC Piping Plan - Level 2 H401 HVAC Large Scale Plans H402 HVAC Sections H501 HVAC Hydronic Water Riser Diagrams H502 HVAC Air System Schematic H601 HVAC Controls H602 HVAC Controls H701 HVAC Schedules H702 HVAC Schedules H801 HVAC Ductwork Details H802 HVAC Piping Details H803 HVAC Equipment Details H901 HVAC Coordination LL3 H902 HVAC Coordination LL2 H903A HVAC Coordination LL1 West H903B HVAC Coordination LL1 East H904A HVAC Coordination Ground West H904B HVAC Coordination Ground East H905 HVAC Coordination Level 1 East H001 HVAC Cover Sheet HD101 HVAC Demolition Plan - LL3 & LL2 HD103 HVAC Demolition Plan - LL1 HD104 HVAC Demolition Plan - Ground Level HD105 HVAC Demolition Plan - Level 1 HD106 HVAC Demolition Plan - Level 2 HD107 HVAC Demolition Plan - Attic H101 Systems Overview Plans 07/19/2016 ADDENDUM 5 E000 Electrical Cover Sheet E100 Electrical Site Plan E201 Electrical Levels LL2 & LL2 Demolition Plans E203 Electrical Level LL1 Demolition Plan E204 Electrical Ground Level Demolition Plan E205 Electrical Level 1 Demolition Plan E206 Electrical Level 2 Demolition Plan E207 Electrical Attic Demolition Plan E301 Elec. Levels LL2 & LL3 New Work Lighting Plans E303 Elec. Level LL1 New Work Lighting Plans E304 Elec. Ground Level New Work Lighting Plans E305 Elec. Level 1 New Work Lighting Plans E306 Elec. Level 2 New Work Lighting Plans E401 Electrical Levels L2 L3 New Work Power Plans E403 Electrical Level L1 New Work Power Plans E404 Electrical Ground Floor New Work Power Plans E405 Electrical Level 1 New Work Power Plans E406 Electrical Level 2 New Work Power Plan E407 Electrical Attic New Work Power Plan E600 Electrical Existing &New Single Line Diagrams E601 Electrical Power Single Line Diagram E602 Electrical Fire Alarm Riser Diagram E700 Electrical Connection Schedule E701 Electrical Lighting Fixture Schedules E702 Electrical Lighting Control E703 Electrical Panel Schedules E704 Electrical Panel Schedules E900 Electrical Details 07/19/2016 ADDENDUM 5AD101 Demolition Plan - Lower Level 3 AD102 Demolition Plan - Lower Level 2 AD103 Demolition Plan - Lower Level 1 AD104 Demolition Plan - Ground Level AD105 Demolition Plan - Level 1 AD106 Demolition Plan - Level 2 AD301 Demolition Elevations 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 P001 Plumbing Cover Sheet PD101 Plumbing Demolition Plan - Levels LL3 & LL2 PD103 Plumbing Demolition Plan - Level LL1 PD104 Plumbing Demolition Plan - Level G PD105 Plumbing Demolition Plan - Level 1 PD106 Plumbing Demolition Plan - Level 2 PD107 Plumbing Demolition Plan - Attic P301 Plumbing New Work Plan - Levels LL3 & LL2 P303 Plumbing New Work Plan - Level LL1 P304 Plumbing New Work Plan - Level G P305 Plumbing New Work Plan - Level 1 P306 Plumbing New Work Plan - Level 2 P307 Plumbing New Work Plan - Attic P401 Plumbing Partial Plans P402 Plumbing Partial Plans P601 Plumbing Riser Diagram P701 Plumbing Schedules & Details F001 FP Cover Sheet FD101 FP Demolition Plan - Levels LL3 & LL2 FD103 FP Demolition Plan - Level LL1 FD104 FP Demolition Plan - Level G FD105 FP Demolition Plan - Level 1 FD106 FP Demolition Plan - Level 2 FD107 FP Demolition Plan - Attic F301 FP New Work Plan - Levels LL3 & LL2 F303 FP New Work Plan - Level LL1 F304 FP New Work Plan - Level G F305 FP New Work Plan - Level 1 F306 FP New Work Plan - Level 2 F307 FP New Work Plan - Attic F601 FP Riser Diagram F801 Fire Protection Details AV000 AV Systems Symbols & Legends AV001 AV Systems Schedule of Responsibilities AV103 AV Systems Floor Plan - LL1 AV104 AV Systems Floor Plan - Ground Level AV105 AV Systems Floor Plan - Level 1 AV203 Reflected Ceiling Plan - LL1 AV204 Reflected Ceiling Plan - Ground Level AV205 Reflected Ceiling Plan - Level 1 AV301 AV Systems Interior Elevations AV401 AV Systems Riser Diagram AV501 AV Systems Functional Diagrams 1 AV502 AV Systems Functional Diagrams 2 AV600 AV Systems Installation Details 1 AV601 AV Systems Installation Details 2 AV602 AV Systems Rack & Plate Details T000 T Systems Symbols & Legends T101 T Systems LL3 Floor Plan T102 T Systems LL2 Floor Plan T103 T Systems LL1 Floor Plan T104 T Systems Ground Level Floor Plan T105 T Systems Level 1 Floor Plan T106 T Systems Level 2 Floor Plan T107 T Systems IT Rooms Elevations T300 T Systems Details 1 T301 T Systems Details 2 T302 T Systems Data Cable Counts T303 T Systems Riser Diagrams T304 T Systems Security Door Details 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 1 150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400PAMELA L. REW037828-1G001ACode Notes2014-2219406/20/2016CONSTRUCTIONDOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationCODE SUMMARYAPPLICABLE CODESBuilding 2010 Existing Building Code of New York State (EBCNYS)2015 International Building Code2016 Uniform Code Supplement, NYS Dept of State, January 2016Accessibility 2015 International Building CodeICC/ANSI A117.1 - 2009Electrical 2014 NECMechanical 2015 International Mechanical CodePlumbing 2015 International Fire CodeFuel Gas 2015 International Fuel Gas CodeEnergy Conservation 2015 International Energy Conservation CodeSUMMARYClassification of Work:Alteration Level 3Work area exceeds 50 percent of the aggregate area of the building (EBCNYS 405.1). Level 3 alterations shall complywith the provisions of Chapters 6 and 7 for Level 1 and 2 alterations, respectively, as well as the provisions of Chapter8 (EBCNYS 405.2).Change of Occupancy Where dormitories are renovated into office space the change in occupancy will be from use group R-2 (hazard level2) to use group B (hazard level 4). The change is therefore to a lesser hazard. Changes of occupancy shall complywith the provisions of Chapter 9 (EBCNYS 406.2).Compliance Method Work area compliance method. Repairs, alterations, additions, changes in occupancy and relocated buildingscomplying with the applicable code requirements of Chapters 4 through 12 of this code shall be considered incompliance with the provisions of this code (EBCNYS 101.5.2).Occupancy Classification Mixed use B and A, unseparated. 1. Business (B): Office and educational use above the 12th grade. This includes alloffice space.2. Assembly (A-2): Assembly uses intended for food and/or drink consumption. This includes the Fork & Gavel diningroom. Assembly (A-3) Assembly uses intended for worship, recreation and amusent and other assembly uses notclassified elsewhere in Group A. Event Room is a lecture room with 90 occupants.Construction Type Building Element / Fire Resistance Rating:Structural Frame / 0 hoursExterior Bearing Walls including Columns along the Exterior Wall / 2 hoursInterior Bearing Walls / 0 hoursFloor Construction/Roof Construction / 0 hoursNew Shafts < 4 stories (BCNYS 707.4) / 1 hourNew Shafts 4 + stories (BCNYS 707.4) / 2 hoursExisting Shafts < 4 stories (EBCNYS 703.2.1) / 0.5 hoursExisting Shafts 4 + stories (EBCNYS 703.2.1) / 1 hourBuilding Separation Hughes Hall is considered a separate building by the City of Ithaca Code Enforcement along with the FireDepartment. The project will maintain the fire separation between Hughes Hall and Jane Foster and betweenHughes Hall and Myron Taylor Hall. See fire separation on floor plans for locations.New Construction Proposed new construction includes loggia enclosure, west stair, vestibule, interior partitions and FFE. Per EBCNYS701.3, all new construction elements, components, systems, and spaces shall comply with the requirements of the2015 International Building Code.Height and Area Limitations Because the change in use is to a lesser hazard category, the height and area of the existing building is acceptable(EBCNYS 912.5.2). Vestibule addition will comply with BCNYS 503 General Height and Area Limitations and 504Height.Existing Fire Protection The existing sprinkler system is presumed compliant with BCNYS Section 903.3.1.1. This section requires that thesprinkler system be designed per NFPA-13, which is standard. The sprinkler system was installed in 2005 per theHolt/ME Engineering drawings, and the fire protection cover sheet includes a note requiring compliance with NFPA.Existing sprinklers will be modified to provide coverage as required per new partition and space layout.Accessible Means of Egress An accessible means of egress is not required by EBCNYS 605.1 Exception 2. However, City of Ithaca CodeEnforcement and Cornell IPP requested that two means of accessible egress be provided in line with BCNYS 1007.1:Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one meansof egress is required . . . from any accessible space, each accessible portion of the space shall be served by not lessthan two accessible means of egress.Existing Elevator BrailleSignageANSI A117.1 Section 703.1: Accessible signage must comply with Section 703. Tactile characters must be between48 inches and 60 inches above the floor (730.3.10). Current braille signage is located at 61" above the floor. Projectrequires lowering the call button panel to comply with 60" maximum height.Interior Finishes The existing interior finish of walls and ceilings in the work area and in all exits and corridors serving the work areamust comply with the code requirements for new construction (EBCNYS 703.4, 803.3, and 912.3). All newly installedwall and ceiling finishes, and interior trim materials must also comply with BCNYS Table 803.9 (EBCNYS602.1, 602.2,602.3) The requirements are summarized belowUse Group: BExit Stair: Class BExit Access Corridors: Class CRooms and Enclosed Spaces: Class CRenovation Area Total SF: 53,900 SFRenovation Total Area: 49,000 SFSECTION TOPIC CODE TEXT COMMENTS912.4.2 Means of egress forchange of use to equalor lower hazard categoryWhen a change of occupancy classification is made to an equal or lesser hazardcategory (higher number) as shown in Table 912.4, existing elements of the means ofegress shall comply with the requirements of Section 805 for the new occupancyclassification. Newly constructed or configured means of egress shall comply with therequirements of Chapter 10 of the Building Code of New York State.Exception: Any stairway replacing an existing stairway within a space where the pitch orslope cannot be reduced because of existing construction shall not be required tocomply with the maximum riser height and minimum tread depth requirements.Existing elements of the meansof egress will comply with therequirements of Section 805 forthe new B use occupancyclassification.912.4.3 Egress capacity Egress capacity shall meet or exceed the occupant load as specified in the BuildingCode of New York State for the new occupancy. (See attached diagrams for occupantload per floor.)Will comply.912.4.4 Handrails Existing stairways shall comply with the handrail requirements of Section 705.9 in thearea of the change of occupancy classification.Will comply.912.4.5 Guards Existing guards shall comply with the requirements in Section 705.10 in the area of thechange of occupancy classification.Will comply.912.5 Heights and areas Hazard categories in regard to height and area shall be in accordance with Table 912.5. See 912.5 (Table).912.5(Table)Heights and AreasHazard CategoriesOccupancy Classifications A, R-2 - Relative Hazard 2Occupancy Classification B - Relative Hazard 4 (Lowest Hazard)The partial change inoccupancy will be from R-2 toB, which is a lower hazard use.912.5.2 Height and area forchange to equal or lesserhazard categoryWhen a change of occupancy classification is made to an equal or lesser hazardcategory as shown in Table 912.5, the height and area of the existing building shall bedeemed acceptable.Height and area of existingbuilding are acceptable.912.6 Exterior wallfire-resistance ratingsHazard categories in regard to fire-resistance ratings of exterior walls shall be inaccordance with Table 912.6.See 912.6 (Table).912.6(Table)Exposure of ExteriorWalls Hazard CategoriesOccupancy Classifications A, B, & R - Relative Hazard 3 The partial change inoccupancy is to an equalhazard category.912.6.2 Exterior wall rating forchange of occupancyclassification to an equalor lesser hazardcategoryWhen a change of occupancy classification is made to an equal or lesser hazardcategory as shown in Table 912.6, existing exterior walls, including openings, shall beaccepted.Existing exterior walls,including openings, areacceptable.912.6.3 Opening protectives Openings in exterior walls shall be protected as required by the Building Code of NewYork State. Where openings in the exterior walls are required to be protected because oftheir distance from the property line, the sum of the area of such openings shall notexceed 50 percent of the total area of the wall in each story.Exceptions:1. Where the Building Code of New York State permits openings in excess of 50percent.3. Where exterior opening protectives are required, an automatic sprinkler systemthroughout may be substituted for opening protection.4. Exterior opening protectives are not required when the change of occupancy group isto an equal or lower hazard classification in accordance with Table 912.6Opening protectives are notrequired per Exception 4.912.7 Enclosure of verticalshaftsEnclosure of vertical shafts shall be in accordance with Sections 912.7.1 through912.7.4.Will comply.912.7.1 Minimum requirements Vertical shafts shall be designed to meet the Building Code of New York Staterequirements for atriums or the requirements of this section.Will comply.912.7.4 Openings All openings into existing vertical shaft enclosures shall be protected by fire assemblieshaving a fire-protection rating of not less than 1 hour and shall be maintainedself-closing or shall be automatic closing by actuation of a smoke detector. All otheropenings shall be fire protected in an approved manner. Existing fusible link-typeautomatic door-closing devices shall be permitted in all shafts except stairways if thefusible link rating does not exceed 135ºF (57ºC).Will comply.912.8 Accessibility Existing buildings or portions thereof that undergo a change of group or occupancyclassification shall have all of the following accessible features:1. At least one accessible building entrance.2. At least one accessible route from an accessible building entrance to primary functionareas.3. Signage complying with Section 1110 of the Building Code of New York State.4. Accessible parking, where parking is provided.5. At least one accessible passenger loading zone, where loading zones are provided.6. At least one accessible route connecting accessible parking and accessiblepassenger loading zones to an accessible entrance.7. At least one accessible toilet room complying with Section 1109.2.1 of the BuildingCode of New York State, where toilet rooms are provided.Where it is technically infeasible to comply with the new construction standards for anyof these requirements for a change of group or occupancy, the above items shallconform to the requirements to the maximum extent technically feasible. Changes ofgroup or occupancy that incorporate any alterations or additions shall comply with thissection and Sections 605.1, 706.1 or 1005.1 as applicable.Will comply.CHAPTER 10: ADDITIONS1001.1 Scope An addition to a building or structure shall comply with the Codes of New York State asadopted for new construction without requiring the existing building or structure tocomply with any requirements of those codes or of these provisions, except as requiredby this chapter. Where an addition impacts the existing building or structure, that portionshall comply with this code.Will comply.1001.2 Creation or extension ofnonconformityAn addition shall not create or extend any nonconformity in the existing building to whichthe addition is being made with regard to accessibility, structural strength, fire safety,means of egress, or the capacity of mechanical, plumbing, or electrical systemsWill comply.1001.3 Other work Any repair or alteration work within an existing building to which an addition is beingmade shall comply with the applicable requirements for the work as classified in Chapter4.Will comply.1002.1 Height limitations No addition shall increase the height of an existing building beyond that permitted underthe applicable provisions of Chapter 5 of the Building Code of New York State for newbuildings.Will comply.1002.2 Area limitations No addition shall increase the area of an existing building beyond that permitted underthe applicable provisions of Chapter 5 of the Building Code of New York State for newbuildings unless a fire wall as required by the Building Code of New York State isprovided.Will comply.1002.3 Fire protection systems Existing fire areas increased by the addition shall comply with Chapter 9 of the BuildingCode of New York State.Will comply.1003.1 Compliance with theBuilding Code of NewYork StateAdditions to existing buildings or structures are new construction and shall comply withthe Building Code of New York State.Will comply.1003.2 Additional gravity loads Existing structural elements supporting any additional gravity loads as a result ofadditions shall comply with the Building Code of New York State.Exceptions:1. Structural elements whose stress is not increased by more than 5 percent.Will comply.1003.3 Lateral force-resistingsystemsThe lateral-force-resisting system of existing buildings to which additions are made shallcomply with Sections 1003.3.1, 1003.3.2 and 1003.3.3.Exceptions:2. In other existing buildings where the lateral-force story shear in any story is notincreased by more than 10 percent cumulative.Will comply.1003.3.1 Vertical addition Any element of the lateral-force-resisting system of an existing building subjected to anincrease in vertical or lateral loads from the vertical addition shall comply with the lateralload provisions of the Building Code of New York State.Will comply.1003.3.2 Horizontal addition Where horizontal additions are structurally connected to an existing structure, alllateral-force-resisting elements of the existing structure affected by such addition shallcomply with the lateral load provisions of the Building Code of New York State.Will comply.1003.3.3 Voluntary addition ofstructural elements toimprove the lateralforce-resisting systemVoluntary addition of structural elements to improve the lateral-force-resisting system ofan existing building shall comply with Section 807.7.Will comply.1003.4 Snow drift loads Any structural element of an existing building subjected to additional loads from theeffects of snow drift as a result of an addition shall comply with the Building Code ofNew York State.Exceptions:1. Structural elements whose stress is not increased by more than 5 percent.Will comply.1004.1.1(Table)Maximum floor areaallowances per occupantAccessory storage areas, mechanical equipment room - 300 gross SF; Assemblywithout fixed seats (unconcentrated - tables and chairs) - 15 net SF; Business areas -100 gross SF; Kitchens, commerical - 200 gross SF; Library reading rooms - 50 net SF;Library stack area - 100 gross SF1015.1 Spaces with one meansof egressExit or exit access doorways required. Two exits or exit access doorways from anyspace shall be provided where one of the following conditions exist: 1. The occupantload of the space exceeds the values in Table 1015.1.From BCNYS Table 1015.1 – Spaces with One Means of Egress:A and B occupancies – 49 maximum occupant loadWill comply.1019.1 Minimum number of exitsfor occupant loadAll rooms and spaces within each story shall be provided with and have access to theminimum number of approved independent exits required by Table 1019.1 based on theoccupant load of the story except as modified in Section 1015.1 or 1019.2.From BCNYS Table 1019.1 – Minimum Number of Exits for Occupant Load:1-500 persons per story occupant load – min. 2 exits per story requiredWill comply.SECTION TOPIC CODE TEXT COMMENTS704.4.1 Occupancy requirements A fire alarm system shall be installed in accordance with Sections 704.4.1.1 through704.4.1.7. Existing alarm-notification appliances shall be automatically activatedthroughout the building. Where the building is not equipped with a fire alarm system,alarm-notification appliances within the work area shall be provided and automaticallyactivated.Exceptions:1. Occupancies with an existing, previously approved fire alarm system.2. Where selective notification is permitted, alarm-notification appliances shall beautomatically activated in the areas selected.Will comply.704.4.2 Supplemental fire alarmsystem requirementsWhere the work area on any floor exceeds 50 percent of that floor area, Section 704.4.1shall apply throughout the floor.Exception: Alarm-initiating and notification appliances shall not be required to beinstalled in tenant spaces outside of the work area.Will comply.705.1 Scope The requirements of this section shall be limited to work areas that include exits orcorridors shared by more than one tenant within the work area in which Level 2alterations are being performed, and where specified they shall apply throughout thefloor on which the work areas are located or otherwise beyond the work area.Will comply.705.2 General The means of egress shall comply with the requirements of this section.Exceptions:1. Where the work area and the means of egress serving it complies with NFPA 101.2. Buildings constructed in conformance with the Uniform Fire Prevention and BuildingCode, State Building Construction Code or other codes in force before the effective dateof this code shall have exits maintained and in compliance with the code in effect at thedate of substantial completion.3. Where the work area and means of egress comply with the Building Code of NewYork State.Will comply.705.3 Number of exits The number of exits shall be in accordance with Sections 705.3.1 through 705.3.3. Will comply.705.3.1 Minimum number Every story utilized for human occupancy on which there is a work area that includesexits or corridors shared by more than one tenant within the work area shall be providedwith the minimum number of exits based on the occupancy and the occupant load inaccordance with the Building Code of New York State. In addition, the exits shall complywith Sections 705.3.1.1 and 705.3.1.2. (See attached diagrams for exit locations oneach floor.)Will comply.705.3.3 Main entrance - Group A All buildings of Group A with an occupant load of 100 or more shall be provided with amain entrance capable of serving as the main exit with an egress capacity of at leastone half of the total occupant load. The remaining exits shall be capable of providingone half of the total required exit capacity.Exception: Where there is no well-defined main exit or where multiple main exits areprovided, exits shall be permitted to be distributed around the perimeter of the buildingprovided that the total width of egress is not less than 100 percent of the required width.Will comply.CHAPTER 8: ALTERATIONS - LEVEL 3803.1 Existing shafts andvertical openingsExisting stairways that are part of the means of egress shall be enclosed in accordancewith Section 703.2.1 between the highest work area floor and the level of exit dischargeand all floors below.Will comply.803.3 Interior Finish Interior finish in exits serving the work area shall comply with Section 703.4 between thehighest floor on which there is a work area to the floor of exit discharge.Will comply.804.1 Automatic sprinklersystemsAutomatic sprinkler systems shall be provided in all work areas when required bySection 704.2 or by this section.Will comply.804.2 Fire alarm and detectionsystemsFire alarm and detection systems complying with Sections 704.4.1 and 704.4.3 shall beprovided throughout the building in accordance with the Building Code of New YorkState.Will comply.804.2.1 Manual fire alarmsystemsWhere required by the Building Code of New York State, a manual fire alarm systemshall be provided throughout the work area. Alarm notification appliances shall beprovided on such floors and shall be automatically activated as required by the BuildingCode of New York State.2. Visual alarm notification appliances are not required, except where an existing alarmsystem is upgraded or replaced or where a new fire alarm system is installed.Exceptions:1. Alarm-initiating and notification appliances shall not be required to be installed intenant spaces outside of the work area.Will comply.804.2.2 Automatic fire detection Where required by the Building Code of New York State for new buildings, automatic firedetection systems shall be provided throughout the work area.Will comply.805.1 General The means of egress shall comply with the requirements of Section 705 except asspecifically required in Sections 805.2 and 805.3.Will comply.805.2 Means-of-egress lighting Means of egress from the highest work area floor to the floor of exit discharge shall beprovided with artificial lighting within the exit enclosure in accordance with therequirements of the Building Code of New York State.Will comply.805.3 Exit signs Means of egress from the highest work area floor to the floor of exit discharge shall beprovided with exit signs in accordance with the requirements of the Building Code ofNew York State.Will comply.CHAPTER 9: CHANGE OF OCCUPANCY901.3 Change of occupancyclassificationWhere the occupancy classification of a building changes, the provisions of Sections902 through 912 shall apply. This includes a change of occupancy classification within agroup as well as a change of occupancy classification from one group to a differentgroup.There will be a partial changeof occupancy classificationwhere dormitories arerenovated into office space.The change in occupancy willbe from use group R-2 to usegroup B.901.3.1 Partial change ofoccupancy classificationWhere a portion of an existing building is changed to a new occupancy classification,Section 912 shall apply.Will comply.903.1 General Building elements and materials in portions of buildings undergoing a change ofoccupancy classification shall comply with Section 912.Will comply.904.1 Fire protection Fire protection requirements of Section 912 shall apply where a building or portionsthereof undergo a change of occupancy classification.Will comply.904.2 Carbon monoxideprotectionCarbon monoxide alarms and detectors shall comply with the Fire Code of New YorkState.Will comply.912.1 General The provisions of this section shall apply to buildings or portions thereof undergoing achange of occupancy classification. This includes a change of occupancy classificationwithin a group as well as a change of occupancy classification from one group to adifferent group. Such buildings shall also comply with Sections 902 through 911. Theapplication of requirements for the change of occupancy shall be as set forth in Sections912.1.1 through 912.1.4.Will comply.912.1.1 Compliance with Chapter8The requirements of Chapter 8 shall be applicable throughout the building for the newoccupancy classification based on the separation conditions set forth in Sections912.1.1.1 and 912.1.1.2.Will comply.912.1.1.1 Change of occupancyclassification withoutseparationWhere a portion of an existing building is changed to a new occupancy classification andthat portion is not separated from the remainder of the building with fire barriers having afire-resistance rating as required in the Building Code of New York State for theseparate occupancy, the entire building shall comply with all of the requirements ofChapter 8 applied throughout the building for the most restrictive occupancyclassification in the building and with the requirements of this chapter.Will comply.912.1.2 Fire protection andinterior finishThe provisions of Sections 912.2 and 912.3 for fire protection and interior finish,respectively, shall apply to all buildings undergoing a change of occupancyclassification.Will comply.912.1.3 Change of occupancyclassification based onhazard categoryThe relative degree of hazard between different occupancy classifications shall bedetermined in accordance with the category specified in Tables 912.4, 912.5 and 912.6.Such a determination shall be the basis for the application of Sections 912.4 through912.7.See 912.4, 912.5, and 912.6for relative degrees of hazard.912.1.4 Accessibility All buildings undergoing a change of occupancy classification shall comply with Section912.8.Will comply.912.2 Fire protection systems Fire protection systems shall be provided in accordance with Sections 912.2.1 and912.2.2.Will comply.912.2.1 Fire sprinkler system Where a change in occupancy classification occurs that requires an automatic firesprinkler system to be provided based on the new occupancy in accordance withChapter 9 of the Building Code of New York State, such system shall be providedthroughout the area where the change of occupancy occurs.Will comply.912.2.2 Fire alarm and detectionsystemWhere a change in occupancy classification occurs that requires a fire alarm anddetection system to be provided based on the new occupancy in accordance withChapter 9 of the Building Code of New York State, such system shall be providedthroughout the area where the change of occupancy occurs. Existing alarm notificationappliances shall be automatically activated throughout the building. Where the buildingis not equipped with a fire alarm system, alarm notification appliances shall be providedthroughout the area where the change of occupancy occurs and shall be automaticallyactivated.Will comply.912.3 Interior finish In areas of the building undergoing the change of occupancy classification, the interiorfinish of walls and ceilings shall comply with the requirements of the Building Code ofNew York State for the new occupancy classification.Will comply.912.4 Means of egress,generalHazard categories in regard to life safety and means of egress shall be in accordancewith Table 912.4.See 912.4 (Table).912.4(Table)Means of egress hazardcategoriesOccupancy Classifications A, R-2 - Relative Hazard 3Occupancy Classification B - Relative Hazard 4 (Lower Hazard)The partial change inoccupancy will be from R-2 toB, which is a lower hazard use.SECTION TOPIC CODE TEXT COMMENTSCHAPTER 7: ALTERATIONS LEVEL 2701.3 Compliance All new construction elements, components, systems, and spaces shall comply with therequirements of the Building Code of New York State.Exceptions:1. Windows may be added without requiring compliance with the light and ventilationrequirements of the Building Code of New York State.2. Newly installed electrical equipment shall comply with the requirements of Section708.3. The length of dead-end corridors in newly constructed spaces shall only be requiredto comply with the provisions of Section 705.6.4. The minimum ceiling height of the newly created habitable and occupiable spacesand corridors shall be 6 feet 8 inches (2032 mm). Basement spaces of R, M, B and Soccupancies can have a ceiling height of not less than 6 feet 4 inches (1930 mm) ofclear height under beams, girders, ducts and similar obstructions, provided no morethan 30 percent of the floor area is below 6 feet 8 inches (2032 mm) and the basementis limited to one story below grade.Will comply.703.2.1 Existing VerticalOpeningsAll existing interior vertical openings connecting two or more floors shall be enclosedwith approved assemblies having a fire-resistance rating of not less than 1 hour withapproved opening protectives.Exceptions:1. Where vertical opening enclosure is not required by the Building Code of New YorkState or the Fire Code of New York State.2. Interior vertical openings other than stairways may be blocked at the floor and ceilingof the work area by installation of not less than 2 inches (51 mm) of solid wood orequivalent construction.3. The enclosure shall not be required where:3.1. Connecting the main floor and mezzanines; or3.2. All of the following conditions are met:3.2.1. The communicating area has a low hazard occupancy or has a moderate hazardoccupancy that is protected throughout by an automatic sprinkler system.3.2.2. The lowest or next to the lowest level is a street floor.3.2.3. The entire area is open and unobstructed in a manner such that it may beassumed that a fire in any part of the interconnected spaces will be readily obvious to allof the occupants.3.2.4. Exit capacity is sufficient to provide egress simultaneously for all the occupants ofall levels by considering all areas to be a single floor area for the determination ofrequired exit capacity.3.2.5. Each floor level, considered separately, has at least one half of its individualrequired exit capacity provided by an exit or exits leading directly out of that level withouthaving to traverse another communicating floor level or be exposed to the smoke or firespreading from another communicating floor level.4. In Group A occupancies, a minimum 30-minute enclosure shall be provided to protectall vertical openings not exceeding three stories.5. In Group B occupancies, a minimum 30-minute enclosure shall be provided to protectall vertical openings not exceeding three stories. This enclosure shall not be required inthe following locations:5.2. Buildings protected throughout by an approved automatic fire sprinkler system.Will comply.703.2.2 Supplemental shaft andfloor opening enclosurerequirements.Where the work area on any floor exceeds 50 percent of that floor area, the enclosurerequirements of Section 703.2 shall apply to vertical openings other than stairwaysthroughout the floor.Exception: Vertical openings located in tenant spaces that are entirely outside the workarea.Will comply.703.2.3 Supplemental stairwayenclosure requirementsWhere the work area on any floor exceeds 50 percent of that floor area, stairways thatare part of the means of egress serving the work area shall, at a minimum, be enclosedwith smoke-tight construction on the highest work area floor and all floors below.Exception: Where stairway enclosure is not required by the Building Code of New YorkState or the Fire Code of New York State.Will comply.703.4 Interior finish The interior finish of walls and ceilings in exits and corridors in any work area shallcomply with the requirements of the Building Code New York State.Exception: Existing interior finish materials that do not comply with the interior finishrequirements of the Building Code of New York State shall be permitted to be treatedwith an approved fire-retardant coating in accordance with the manufacturer’sinstructions to achieve the required rating.Will comply.703.4.1 Supplemental interiorfinish requirementsWhere the work area on any floor exceeds 50 percent of the floor area, Section 703.4shall also apply to the interior finish in exits and corridors serving the work areathroughout the floor.Exception: Interior finish within tenant spaces that are entirely outside the work area.Will comply.703.5 Guards The requirements of Sections 703.5.1 and 703.5.2 shall apply in all work areas. Will comply.703.5.1 Minimum requirement 703.5.1 Minimum requirement. Every portion of a floor, such as a balcony or a loadingdock, that is more than 30 inches (762 mm) above the floor or grade below and is notprovided with guards, or those in which the existing guards are judged to be in danger ofcollapsing, shall be provided with guards.Will comply.703.5.2 Design 703.5.2 Design. Where there are no guards or where existing guards must be replaced,the guards shall be designed and installed in accordance with the Building Code of NewYork State.Will comply.704.2 Automatic sprinklersystemsAutomatic sprinkler systems shall be provided in accordance with the requirements ofSections 704.2.1 through 704.2.5. Installation requirements shall be in accordance withthe Building Code of New York State.Will comply.704.2.2 Groups A, E, F-1, H, I,M, R-1, R-2, R-4, S-1and S-2In buildings with occupancies in Groups A, E, F-1, H, I, M, R-1, R-2, R-4, S-1 and S-2,work areas that include exits or corridors shared by more than one tenant that serve anoccupant load greater than 30 shall be provided with automatic sprinkler protectionwhere all of the following conditions occur:1. The work area is required to be provided with automatic sprinkler protection inaccordance with the Building Code of New York State as applicable to new construction;2. The work area exceeds 50 percent of the floor area; and3. The building has sufficient municipal water supply for design of a fire sprinkler systemavailable to the floor without installation of a new fire pump.Will comply.704.2.2.1 Mixed uses In work areas containing mixed uses, one or more of which requires automatic sprinklerprotection in accordance with Section 704.2.2, such protection shall not be requiredthroughout the work area provided that the uses requiring such protection are separatedfrom those not requiring protection by fire-resistance-rated construction having aminimum 2-hour rating for Group H and a minimum 1-hour rating for all other occupancygroups.Will comply.704.2.5 Supervision Fire sprinkler systems required by this section shall be supervised by one of thefollowing methods:1. Approved central station system in accordance with NFPA 72;2. Approved proprietary system in accordance with NFPA 72;3. Approved remote station system of the jurisdiction in accordance with NFPA 72; or4. Approved local alarm service that will cause the sounding of an alarm in accordancewith NFPA 72.Exception: Supervision is not required for the following:1. Underground gate valve with roadway boxes.2. Halogenated extinguishing systems.3. Carbon dioxide extinguishing systems.4. Dry and wet chemical extinguishing systems.5. Automatic sprinkler systems installed in accordance with NFPA 13R where a commonsupply main is used to supply both domestic and automatic sprinkler systems and aseparate shutoff valve for the automatic sprinkler system is not provided.Will comply.704.3 Standpipes Where the aggregate work area exceeds 50 percent of any single floor area and anywork area is located more than 30 feet (9144 mm) above or below the lowest level of firedepartment access, a standpipe system shall be provided. Standpipes shall have anapproved fire department connection with hose connections at each floor level above orbelow the lowest level of fire department access. Standpipe systems shall be installed inaccordance with the Building Code of New York State.Exceptions:1. Manual fill pipes are permitted provided that the standpipes are capable of acceptingdelivery by fire department apparatus of a minimum of 250 gallons a minute (gpm) at 65pounds per square inch (psi) (946 L/m at 448 kPa) to the topmost floor in buildingsequipped throughout with an automatic sprinkler system or a minimum of 500 gpm at 65psi (1892 L/m at 448 kPa) to the topmost floor in all other buildings. Where thestandpipe terminates below the topmost floor, the standpipe shall be designed to meet(gpm/psi) (L/m/kPa) requirements of this exception for possible future extension of thestandpipe.2. The interconnection of multiple standpipe risers shall not be required.Will comply.704.4 Fire alarm and detection An approved fire alarm system shall be installed in accordance with Sections 704.4.1through 704.4.3. Where automatic sprinkler protection is provided in accordance withSection 704.2 and is connected to the building fire alarm system, automatic heatdetection shall not be required.An approved automatic fire detection system shall be installed in accordance with theprovisions of this code and NFPA 72. Devices, combinations of devices, appliances, andequipment shall be approved. The automatic fire detectors shall be smoke detectors,except that an approved alternative type of detector shall be installed in spaces such asboiler rooms, where products of combustion are present during normal operation insufficient quantity to actuate a smoke detector.Will comply.SECTION TOPIC CODE TEXT COMMENTS2010 EXISTING BUILDING CODE OF NEW YORK STATECHAPTER 1: GENERAL REQUIREMENTS101.3 Required Energy CodeProvisionsEnergy conservation measures in existing buildings shall be in conformance withSection 101 of the Energy Conservation Construction Code of New York State.Will comply.101.5 Compliance methods The repair, alteration, change of occupancy, addition or relocation of all existingbuildings shall comply with one of the methods listed in Sections 101.5.1 through101.5.3 as selected by the applicant.Exception: Alterations complying with laws in existence at the time the building oraffected portion of the building was built shall be considered in compliance with theprovisions of this code unless the building has sustained substantial structural damageas defined in Section 506.2, or the building is undergoing more than a limited structuralalteration as defined in Section 807.5.3. New structural members added as part of therepair or alteration shall comply with the Building Code of New York State.Will comply.102.1 General Where in any specific case, different sections of this code specify different materials,methods of construction, or other requirements, the most restrictive shall be applicable.Where there is a conflict between a general requirement and a specific requirement, thespecific requirement shall be applicable.Will comply.102.8.1 Existing Structures –Addition, alterations andrepairsAdditions, alterations or repairs to any structure shall conform to that required by thiscode without requiring the existing structure to comply with all the requirements of thiscode, unless otherwise stated. Additions, alterations or repairs shall not cause anexisting structure to become unsafe or adversely affect the performance of the building.Will comply.CHAPTER 5: REPAIRS503(Table)Allowable heights andbuilding areasGroup = A2/Construction Type = IIIB - height: 2 stories; area per story: 9,500 SFGroup = B/Construction Type IIIB - height: 4 stories; area per story: 19,000 SFBuilding is sprinklered; willcomply with increased heightsand areas permitted bySections 504.2 and 506.3.504.2 Automatic sprinklersystem increaseWhere a building is equipped with an approved automatic sprinkler system inaccordance with Section 903.3.1.1, the value specified in Table 503 for maximum heightin increased by 20 feet and the maximum number of stories is increased by one.Building is sprinklered; heightincrease is permitted.506.3 Automatic sprinklersystem increaseWhere a building is equipped with an approved automatic sprinkler system inaccordance with Section 903.3.1.1, the area limitation in Table 503 is permitted to beincreased by an additional 200 percent for buildings with more than one story abovegrade plane.Building is sprinklered; areaincrease is permitted.CHAPTER 6: ALTERATIONS LEVEL 1601.2 Conformance An existing building or portion thereof shall not be altered such that the buildingbecomes less safe than its existing condition.Will comply.602.1 Interior finishes All newly installed interior finishes shall comply with the flame spread requirements ofthe Building Code of New York State.Will comply.602.2 Carpeting New carpeting used as an interior floor finish material shall comply with the radiant fluxrequirements of the Building Code of New York State.Will comply.602.3 Materials and methods All new work shall comply with materials and methods requirements in the NFPA 70,Building Code of New York State, Energy Conservation Construction Code of New YorkState, Mechanical Code of New York State, and Plumbing Code of New York State, asapplicable, that specify material standards, detail of installation and connection, joints,penetrations, and continuity of any element, component, or system in the building.Will comply.602.3.1 Fuel Gas Code of NewYork StateThe following sections of the Fuel Gas Code of New York State shall constitute the fuelgas materials and methods requirements for Level 1 alterations.[FG]1. All of Chapter 3, entitled "General Regulations," except Sections 303.7 and 306.2. All of Chapter 4, entitled "Gas Piping Installations," except Sections 401.8 and 402.3.2.1. Sections 401.8 and 402.3 shall apply when the work being performed increases theload on the system such that the existing pipe does not meet the size required by thecode. Existing systems that are modified shall not require resizing as long as the load onthe system is not increased and the system length is not increased even if the alteredsystem does not meet code minimums.3. All of Chapter 5, entitled "Chimneys and Vents."4. All of Chapter 6, entitled "Specific Appliances."Will comply.603.1 General Alterations shall be done in a manner that maintains the level of fire protection provided. Will comply.CODE NOTESCODE NOTES, CONTINUEDCODE NOTES, CONTINUEDCODE NOTES, CONTINUEDNo. Date Revision 150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400PAMELA L. REW037828-1G001BCode Notes2014-2219406/20/2016CONSTRUCTIONDOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovation2016 UNIFORM CODE SUPPLEMENT, NYS DEPT OF STATECHAPTER 1: GENERAL REQUIREMENTS101.2.8 The ExistingBuilding CodeThe provisions of the Existing Building Code shall apply to all matters governing therepairs, alterations, change of occupancy, additions and relocation of existing buildings.The intent of the Existing Building Code is to provide flexibility to permit the use ofalternative approaches to achieve compliance with minimum requirements to safeguardthe public health, safety and welfare insofar as they are affected by the repair,alteration, change of occupancy, additional and relocation of existing buildings.Will comply.101.2.8.1 ComplianceMethodsThe repair, alteration, change of occupancy, addition, or relocation of all existingbuildings shall comply with one of the methods listed in Section 301 of the ExistingBuilding Code. Projects that involve more than one classification of work must complywith the requirements of each appropriate chapter.Will comply.101.2.8.3 Addition, alterationsand repairsAdditions, alterations or repairs to any structure shall conform to that required by theExisting Building Code without requiring the existing structure to comply with all therequirements of said code, unless otherwise stated. Additions, alterations or repairsshall not cause an existing structure to become unsafe or adversely affect theperformance of the buildingWill comply.1009.7.2 Exterior areas forassisted rescue -SeparationExterior walls separating the exterior area of assisted rescue from the interior of thebuilding shall have a minimum fire-resistance rating of 1 hour, rated for exposure to firefrom the inside. The fire-resistance-rated exterior wall construction shall extendhorizontally 10 feet (3048 mm) beyond the landing on either side of the landing orequivalent fire-resistance-rated construction is permitted to extend out perpendicular tothe exterior wall 4 feet (1220 mm) minimum on the side of the landing. Thefire-resistance-rated construction shall extend vertically from the ground to a point 10feet (3048 mm) above the floor level of the area for assisted rescue or to the roof line,whichever is lower. Openings within such fire-resistance-rated exterior walls shall beprotected in accordance with Section 716.Will comply.1009.7.3 Exterior areas forassisted rescue:OpennessThe exterior area for assisted rescue shall be open to the outside air. The sides otherthan the separation walls shall be not less than 50 percent open, and the open areashall be distributed so as to minimize the accumulation of smoke or toxic gases.Will comply.1009.7.4 Exterior areas forassisted rescue:StairwaysStairways that are part of the means of egress for the exterior area for assisted rescueshall provide a clear width of 48 inches (1220 mm) between handrails.Exception: The clear width of 48 inches (1220 mm) between handrails is not required atstairways serving buildings equipped throughout with an automatic sprinkler systeminstalled in accordance with Section 903.3.1.1 or 903.3.1.2.Will comply.1009.8 Two-waycommunicationA two-way communication system complying with Sections 1009.8.1 and 1009.8.2shall be provided at the landing serving each elevator or bank of elevators on eachaccessible floor that is one or more stories above or below the level of exit discharge.Will comply.1010.1.1 Size of doors The required capacity of each door opening shall be sufficient for the occupant loadthereof and shall provide a minimum clear width of 32 inches (813 mm). Clearopenings of doorways with swinging doors shall be measured between the face of thedoor and the stop, with the door open 90 degrees (1.57 rad).Where this section requires a minimum clear width of 32 inches (813 mm) and a dooropening includes two door leaves without a mullion, one leaf shall provide a clearopening width of 32 inches (813 mm). The maximum width of a swinging door leaf shallbe 48 inches (1219 mm) nominal. Means of egress doors in a Group I-2 occupancyused for the movement of beds shall provide a clear width not less than 411/2 inches(1054 mm). The height of door openings shall be not less than 80 inches (2032 mm).Will comply.1011.2 Stairway width andcapacityThe required capacity of stairways shall be determined as specified in Section 1005.1,but the minimum width shall be not less than 44 inches (1118 mm). See Section1009.3 for accessible means of egress stairways.Will comply.1017.2 Exit access traveldistance limitationsExit access travel distance shall not exceed the values given in Table 1017.2.From Table 1017.2:B use – without sprinkler system: 200 feet; with sprinkler system: 300 feetA use – without sprinkler system: 200 feet; with sprinkler system: 250 feetWill comply.1020.1 CorridorconstructionCorridors shall be fire-resistance rated in accordance with Table 1020.1. The corridorwalls required to be fire-resistance rated shall comply with Section 708 for firepartitions.Exceptions:4. A fire-resistance rating is not required for corridors in an occupancy in Group B thatis a space requiring only a single means of egress complying with Section 1006.2.5. Corridors adjacent to the exterior walls of buildings shall be permitted to haveunprotected openings on unrated exterior walls where unrated walls are permitted byTable 602 and unprotected openings are permitted by Table 705.8.From Table 1020.1:A and B occupancies: required fire resistance rating when occupant load served bycorridor is greater than 30 without sprinkler system: 1 hour; no required fire resistancerating with sprinkler systemWill comply.1020.2 Corridor width andcapacityThe required capacity of corridors shall be determined as specified in Section 1005.1,but the minimum width shall be not less than that specified in Table 1020.2.From Table 1020.2:Minimum width of 44 inches required for occupant loads 50 or greater. Exceptions:Minimum width of 36 inches required for occupant loads less than 50, and minimum 24inches required for access to and utilization of mechanical, plumbing or electricalsystems or equipment.Will comply.1109.8 Lifts Platform (wheelchair) lifts are permitted to be a part of a required accessible route innew construction where indicated in Items 1 through 10. Platform (wheelchair) lifts shallbe installed in accordance with ASME A18.1.1. An accessible route to a performing area and speaker platforms.2. An accessible route to wheelchair spaces required to comply with the wheelchairspace dispersion requirements of Sections 1108.2.2 through 1108.2.6.3. An accessible route to spaces that are not open to the general public with anoccupant load of not more than five.4. An accessible route within an individual dwelling unit or sleeping unit required to bean Accessible unit,Type A unit or Type B unit.5. An accessible route to jury boxes and witness stands raised courtroom stationsincluding judges’ benches, clerks’ stations, bailiffs’ stations, deputy clerks’ stations andcourt reporters’ stations; and to depressed areas such as the well of the court.6. An accessible route to load and unload areas serving amusement rides.7. An accessible route to play components or soft contained play structures.8. An accessible route to team or player seating areas serving areas of sport activity.9. An accessible route instead of gangways serving recreational boating facilities andfishing piers and platforms.10. An accessible route where existing exterior site constraints make use of a ramp orelevator infeasible.Will comply.1005.3.2 Required capacitybased on occupantload: Other egresscomponentsThe capacity, in inches, of means of egress components other than stairways shall becalculated by multiplying the occupant load served by such component by a means ofegress capacity factor of 0.2 inch (5.1 mm) per occupant.Exceptions:1. For other than Group H and I-2 occupancies, the capacity, in inches, of means ofegress components other than stairways shall be calculated by multiplying theoccupant load served by such component by a means of egress capacity factor of 0.15inch (3.8 mm) per occupant in buildings equipped throughout with an automaticsprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and anemergency voice/alarm communication system in accordance with Section 907.5.2.2.2. Facilities with smoke-protected assembly seating shall be permitted to use thecapacity factors in Table 1029.6.2 indicated for level or ramped aisles for means ofegress components other than stairways where the entire path for means of egressfrom the seating to the exit discharge is provided with a smoke control systemcomplying with Section 909.3. Facilities with outdoor smoke-protected assembly seating shall be permitted to thecapacity factors in Section 1029.6.3 indicated for level or ramped aisles for means ofegress components other than stairways where the entire path for means of egressfrom the seating to the exit discharge is open to the outdoors.Will comply.1005.7.1 Encroachment -DoorsDoors, when fully opened, shall not reduce the required width by more than 7 inches(178 mm). Doors in any position shall not reduce the required width by more thanone-half.Will comply.1005.7.2 Encroachment -Other projectionsHandrail projections shall be in accordance with the provisions of Section 1014.8.Other nonstructural projections such as trim and similar decorative features shall bepermitted to project into the required width not more than 1½ inches (38 mm) on eachside.Will comply.1007.1.1 Two exits or exitaccess doorwaysWhere two exits, exit access doorways, exit access stairways or ramps, or anycombination thereof, are required from any portion of the exit access, they shall beplaced a distance apart equal to not less than one-half of the length of the maximumoverall diagonal dimension of the building or area to be served measured in a straightline between them. Interlocking or scissor stairways shall be counted as one exitstairway.Exceptions:1. Where interior exit stairways or ramps are interconnected by a 1-hourfire-resistance-rated corridor conforming to the requirements of Section 1020, therequired exit separation shall be measured along the shortest direct line of travel withinthe corridor.2. Where a building is equipped throughout with an automatic sprinkler system inaccordance with Section 903.3.1.1 or 903.3.1.2, the separation distance shall be notless than one-third of the length of the maximum overall diagonal dimension of the areaserved.Will comply.1009.1 Accessible meansof egress requiredAccessible means of egress shall comply with this section. Accessible spaces shall beprovided with not less than one accessible means of egress. Where more than onemeans of egress are required by Section 1006.2 or 1006.3 from any accessible space,each accessible portion of the space shall be served by not less than two accessiblemeans of egress.Exceptions:1. Accessible means of egress are not required to be provided in existing buildings.2. One accessible means of egress is required from an accessible mezzanine level inaccordance with Section 1009.3, 1009.4 or 1009.5.3. In assembly areas with ramped aisles or stepped aisles, one accessible means ofegress is permitted where the common path of egress travel is accessible and meetsthe requirements in Section 1029.8.Will comply.1009.2 Continuity andcomponentsEach required accessible means of egress shall be continuous to a public way andshall consist of one or more of the following components:1. Accessible routes complying with Section 1104.2. Interior exit stairways complying with Sections 1009.3 and 1023.3. Exit access stairways complying with Sections 1009.3 and 1019.3 or 1019.4.4. Exterior exit stairways complying with Sections 1009.3 and 1027 and serving levelsother than the level of exit discharge.5. Elevators complying with Section 1009.4.6. Platform lifts complying with Section 1009.5.7. Horizontal exits complying with Section 1026.8. Ramps complying with Section 1012.9. Areas of refuge complying with Section 1009.6.10. Exterior areas for assisted rescue complying with Section 1009.7 serving exits atthe level of exit discharge.Will comply.1009.2.1 Accessible meansof egress -Elevators requiredIn buildings where a required accessible floor is four or more stories above or below alevel of exit discharge, not less than one required accessible means of egress shall bean elevator complying with Section 1009.4.Exceptions:1. In buildings equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1 or 903.3.1.2, the elevator shall not be required onfloors provided with a horizontal exit and located at or above the levels of exitdischarge.2. In buildings equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1 or 903.3.1.2, the elevator shall not be required onfloors provided with a ramp conforming to the provisions of Section 1012.Will comply.1009.3 Accessible meansof egress -StairwaysIn order to be considered part of an accessible means of egress, a stairway betweenstories shall have a clear width of 48 inches (1219 mm) minimum between handrailsand shall either incorporate an area of refuge within an enlarged floor-level landing orshall be accessed from an area of refuge complying with Section 1009.6. Exit accessstairways that connect levels in the same story are not permitted as part of anaccessible means of egress.Exceptions:1. Exit access stairways providing means of egress from mezzanines are permitted aspart of an accessible means of egress.2. The clear width of 48 inches (1219 mm) between handrails is not required inbuildings equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1 or903.3.1.2.3. The clear width of 48 inches (1219 mm) between handrails is not required forstairways accessed from a refuge area in conjunction with a horizontal exit.4. Areas of refuge are not required at exit access stairways where two-waycommunication is provided at the elevator landing in accordance with Section 1009.8.5. Areas of refuge are not required at stairways in buildings equipped throughout withan automatic sprinkler system installed in accordance with Section 903.3.1.1 or903.3.1.2.6. Areas of refuge are not required at stairways serving open parking garages.7. Areas of refuge are not required for smoke-protected assembly seating areascomplying with Section1029.6.2.8. Areas of refuge are not required at stairways in Group R-2 occupancies.9. Areas of refuge are not required for stairways accessed from a refuge area inconjunction with a horizontal exit.Building is sprinklered; areasof refuge are not required atstairways per Exception 5.1009.4 Accesible means ofegress - ElevatorsIn order to be considered part of an accessible means of egress, an elevator shallcomply with the emergency operation and signaling device requirements of Section2.27 of ASME A17.1. Standby power shall be provided in accordance with Chapter 27and Section 3003. The elevator shall be accessed from an area of refuge complyingwith Section 1009.6.Exceptions:1. Areas of refuge are not required at the elevator in open parking garages.2. Areas of refuge are not required in buildings and facilities equipped throughout withan automatic sprinkler system installed in accordance with Section 903.3.1.1 or903.3.1.2.3. Areas of refuge are not required at elevators not required to be located in a shaft inaccordance with Section 712.4. Areas of refuge are not required at elevators serving smoke-protected assemblyseating areas complying with Section 1029.6.2.5. Areas of refuge are not required for elevators accessed from a refuge area inconjunction with ahorizontal exit.Building is sprinklered; areasof refuge are not required atelevators per Exception 2.1009.5 Accessible meansof egress - PlatformliftsPlatform lifts shall be permitted to serve as part of an accessible means of egresswhere allowed as part of a required accessible route in Section 1109.8 except for Item10. Standby power for the platform lift shall be provided in accordance with Chapter 27.Will comply.1009.7 Exterior areas forassisted rescueExterior areas for assisted rescue shall be accessed by an accessible route from thearea served.Where the exit discharge does not include an accessible route from an exit located onthe level of exit discharge to a public way, an exterior area of assisted rescue shall beprovided on the exterior landing in accordance with Sections 1009.7.1 through1009.7.4.Will comply.1009.7.1 Exterior areas forassisted rescue -SizeEach exterior area for assisted rescue shall be sized to accommodate wheelchairspaces in accordance with Section 1009.6.3.Will comply.2015 INTERNATIONAL BUILDING CODECHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS508.1 Mixed use andoccupancy -GeneralEach portion of a building shall be individually classified in accordance with Section302.1. Where a building contains more than one occupancy group, the building orportion thereof shall comply with the applicable provisions of Section 508.2, 508.3 or508.4, or a combination of these sections.Will comply.508.2 AccessoryoccupanciesAccessory occupancies are those occupancies that are ancillary to the main occupancyof the building or portion thereof. Accessory occupancies shall comply with theprovisions of Sections 508.2.1 through 508.2.4.Will comply.508.2.1 OccupancyclassificationAccessory occupancies shall be individually classified in accordance with Section302.1. The requirements of this code shall apply to each portion of the building basedon the occupancy classification of that space.Will comply.508.2.2 Allowable buildingheightThe allowable height and number of stories of the building containing accessoryoccupancies shall be in accordance with Section 504 for the main occupancy of thebuilding.Will comply.508.2.3 Allowable buildingareaThe allowable area of the building shall be based on the applicable provisions ofSection 506 for the main occupancy of the building. Aggregate accessory occupanciesshall not occupy more than 10 percent of the floor area of the story in which they arelocated and shall not exceed the tabular values for nonsprinklered buildings in Table506.2 for each such accessory occupancy.Will comply.508.2.4 Separation ofoccupanciesNo separation is required between accessory occupancies and the main occupancy. Will comply.508.3 NonseparatedoccupanciesBuildings or portions of buildings that comply with the provisions of this section shall beconsidered as nonseparated occupancies.Building is nonseparatedmixed use B and A-2.508.3.1 OccupancyclassificationNonseparated occupancies shall be individually classified in accordance with Section302.1. The requirements of this code shall apply to each portion of the building basedon the occupancy classification of that space. In addition, the most restrictiveprovisions of Chapter 9 that apply to the nonseparated occupancies shall apply to thetotal nonseparated occupancy area. Where nonseparated occupancies occur in ahigh-rise building, the most restrictive requirements of Section 403 that apply to thenonseparated occupancies shall apply throughout the high-rise building.Will comply.508.3.2 Allowable buildingarea and heightThe allowable building area and height of the building or portion thereof shall be basedon the most restrictive allowances for the occupancy groups under consideration forthe type of construction of the building in accordance with Section 503.1.Will comply.508.3.3 Separation No separation is required between nonseparated occupancies. Will comply.CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES706.4 Fire-resistanceratingFire walls shall have a fire-resistance rating of not less than that required by Table706.4.Will comply.706.4(Table)Fire wallfire-resistanceratingsGroups A & B - 3 hours required fire resistance rating Will comply.706.5(Table)Opening fireprotectionassemblies, ratings,and markingsFrom table: fire walls and fire barriers having a required fire-resistance rating greaterthan 1 hour have a required wall assembly rating of 3 hours and a minimum fire doorand fire shutter assembly rating of 3 hours.Will comply.712.1 Vertical openings -GeneralEach vertical opening shall comply in accordance with one of the protection methods inSections 712.1.1 through 712.1.16.Will comply.712.1.1 Shaft enclosures Vertical openings contained entirely within a shaft enclosure complying with Section713 shall be permitted.Will comply.712.1.9 Two-story openings In other than Groups I-2 and I-3, a vertical opening that is not used as one of theapplications listed in this section shall be permitted if the opening complies with all ofthe items below:1. Does not connect more than two stories.2. Does not penetrate a horizontal assembly that separates fire areas or smokebarriers that separate smoke compartments.3. Is not concealed within the construction of a wall or a floor/ceiling assembly.4. Is not open to a corridor in Group I and R occupancies.5. Is not open to a corridor on nonsprinklered floors.6. Is separated from floor openings and air transfer openings serving other floors byconstruction conforming to required shaft enclosures.Will comply.713.1 Shaft enclosures -generalThe provisions of this section shall apply to shafts required to protect openings andpenetrations through floor/ceiling and roof/ceiling assemblies. Interior exit stairwaysand ramps shall be enclosed in accordance with Section 1023.Will comply.CHAPTER 9: FIRE PROTECTION SYSTEMS906.1 Portable fireextinguishers -where requiredPortable fire extinguishers shall be installed in all of the following locations:1. In Group A, B, E, F, H, I, M, R-1, R-2, R-4 and S occupancies.Exceptions:4. On each floor of structures under construction, except Group R-3 occupancies, inaccordance with Section 3315.1 of the International Fire Code.Will comply.906.3 Size and distribution The size and distribution of portable fire extinguishers shall be in accordance withSections 906.3.1 through 906.3.4.Will comply.906.3(1)(Table)Fire extinguishersfor class A firehazardsFrom Table 906.3(1): For Light (Low) Hazard Occupancy:Minimum rated single extinguisher – 2-AMaximum distance of travel to extinguisher – 75 feetWill comply.906.3.1 Class A fire hazards The minimum sizes and distribution of portable fire extinguishers for occupancies thatinvolve primarily Class A fire hazards shall comply with Table 906.3(1).Will comply.906.5 ConspicuouslocationPortable fire extinguishers shall be located in conspicuous locations where they will bereadily accessible and immediately available for use. These locations shall be alongnormal paths of travel, unless the fire code official determines that the hazard posedindicates the need for placement away from normal paths of travel.Will comply.CHAPTER 10: MEANS OF EGRESS1004.6 MultipleoccupanciesWhere a building contains two or more occupancies, the means of egress requirementsshall apply to each portion of the building based on the occupancy of that space.Where two or more occupancies utilize portions of the same means of egress system,those egress components shall meet the more stringent requirements of alloccupancies that are served.Will comply.1005.3.1 Required capacitybased on occupantload: StairwaysThe capacity, in inches, of means of egress stairways shall be calculated by multiplyingthe occupant load served by such stairways by a means of egress capacity factor of0.3 inch (7.6 mm) per occupant.Where stairways serve more than one story, only the occupant load of each storyconsidered individually shall be used in calculating the required capacity of thestairways serving that story.Exceptions:1. For other than Group H and I-2 occupancies, the capacity, in inches, of means ofegress stairways shall be calculated by multiplying the occupant load served by suchstairways by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant inbuildings equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarmcommunication system in accordance with Section 907.5.2.2.2. Facilities with smoke-protected assembly seating shall be permitted to use thecapacity factors inTable 1029.6.2 indicated for stepped aisles for exit access or exit stairways where theentire path for means of egress from the seating to the exit discharge is provided with asmoke control system complying with Section 909.3. Facilities with outdoor smoke-protected assembly seating shall be permitted to thecapacity factors in Section 1029.6.3 indicated for stepped aisles for exit access or exitstairways where the entire path for means of egress from the seating to the exitdischarge is open to the outdoors.Will comply.2010 FIRE CODE OF NEW YORK STATECHAPTER 10: MEANS OF EGRESS1028.2 Reliability Required exit accesses, exits or exit discharges shall be continuously maintained freefrom obstructions or impediments to full instant use in the case of fire or otheremergency when the areas served by such exits are occupied. Security devicesaffecting means of egress shall be subject to approval of the fire code official.Will comply.1028.3 Obstructions A means of egress shall be free from obstructions that would prevent its use, includingthe accumulation of snow and ice.Will comply.CODE NOTES, CONTINUEDCODE NOTES, CONTINUEDCODE NOTES, CONTINUEDSECTION TOPIC CODE TEXT COMMENTSSECTION TOPIC CODE TEXT COMMENTSSECTION TOPIC CODE TEXT COMMENTSNo. Date Revision DNFDFDFDFDFDUPDNUPUPFDUPDNUPUPUPFDFDSTUDENTGROUPSPACESTUDENTOFFICERWCSERVICESERVICESERVICEMACHINEROOMJCSERVICESTAIR 1SERVICESTUDENTOFFICEREXIT 1: Existing Door.Serves Hughes Hall.Door width = 34"Door exit capacity = 2132 Hour Fire Rated WallSTUDENTOFFICERSTUDENTOFFICERSTUDENTOFFICERSTUDENTOFFICERSTUDENTOFFICERSTUDENTOFFICERVESTIBULEELEV.Function(HH) Business Areas(HH) Storage/Mechanical100 gross300 grossSF/Occupant1,887 sf1,222 sfFloor Area195LoadTOTAL 243,109 sfHH EXITS REQUIRED 1HH EXITS PROVIDED** 1*Toilet rooms for occupants on LL3 provided on LL2 per BCNYS 2010 2902.4.1Location of toilet facilities in occupancies other than covered malls. Inoccupancies other than covered malls, the required public and employee toiletfacilities shall be located not more than one story above or below the spacerequired to be provided with toilet facilities and the path of travel to suchfacilities shall not exceed a distance of 500 ft.**From BCNYS 2010 Table 1015.1, maximum occupant loadbefore second means of egress is required is 49 for occupancyclass B. City of Ithaca Code Enforcement stated one means ofegress from LL3 is acceptable due to occupancy load lessthan 49 and change of use to equal/lesser hazard category.OCCUPANT LOAD CALCULATIONFLOOR LL3TOTAL FLOOR EXIT CAPACITY 213OCCUPANCY CHANGEOriginal Class New ClassOriginal Load New Load % ChangeR2 11 B 24 218%RequiredExistingProposedMale WC Female WC Male Lav Female Lav111 1000 0000 0Difference* -1 -1 -1 -1PLUMBING FIXTURE COUNT - HHTotal 0 0 0 0DrinkingFountains10101To (+) UP/DN:From (-) UP/DN:RESULT:000 0 -+1 +1 +1 +1 -000 0 0EDITORSEDITORSLAWREVIEWREADINGROOMJLPPREADINGROOMOFFICEOFFICEOFFICESHAREDOFFICEILJREADINGROOMJCSTAIR 1LIIBULLETINOFFICEIDFSHAREDADMINOFFICESTAIR 2EDITORS2L58BEXIT 2: Egress Door.Serves Hughes Hall.Corridor width = 66"Corridor exit capacity = 440Door width = 44"Door exit capacity = 293Exit capacity = 293EXIT 1: Existing Stair.Serves Hughes Hall.Tread depth = 10.5"Riser height = 7.5"Stair clear width* = 47"Stair exit capacity = 235*Width does not comply with 2010BCNYS 1007.3 requiring 48" clearfor an accessible means of egress.MEN'SRESTROOMWOMEN'SRESTROOM2L0022(1/3 = 46'-9")140'-0"135'135'2 Hour Fire Rated WallExit Access Travel Distance.9 6 '-6 " > 4 6 '-9 "JLPPCONFERENCEROOMSTG5'-6" CLEARSTGSTGFunction(HH) Business Areas(HH) Library - Reading Rm100 gross50 netSF/Occupant3,918 sf1,904 sfFloor Area4039LoadTOTAL 795,822 sfHH EXITS REQUIRED 2HH EXITS PROVIDED 2*Toilet rooms for occupants on LL3 provided on LL2 per BCNYS2010 2902.4.1 Location of toilet facilities in occupancies other thancovered malls. In occupancies other than covered malls, therequired public and employee toilet facilities shall be located notmore than one story above or below the space required to beprovided with toilet facilities and the path of travel to such facilitiesshall not exceed a distance of 500 ft.OCCUPANT LOAD CALCULATIONFLOOR LL2OCCUPANCY CHANGEOriginal Class New ClassOriginal Load New Load % ChangeR2 31 B 79 255%TOTAL FLOOR EXIT CAPACITY 448RequiredExistingProposedMale WC Female WC Male Lav Female Lav221 2000 0222 2Difference* 0 0 +1 0PLUMBING FIXTURE COUNT - HHTotal 2 2 2 2DrinkingFountains10101To (+) UP/DN:From (-) UP/DN:RESULT:-1 -1 -1 -1 -+1 +1 0 +1 -000 0 0WORKROOMFLEXOFFICEFLEXOFFICEFLEXOFFICECONFERENCEPOST DOCEXEC DIRVISITINGSCHOLARLOUNGE /WORKSPACEIGLS ANDCLARK E.A.RECEPTIONSTGFLEXOFFICEDIRECTORASSIST.DEANASSIST.DIR.IGLSOFFICEASSOCDEANDININGOFFICESKITCHENSTOR.SVCSTAIR 4SERVERYSTORAGESTORELEC.ELECSVCMECHJCSTAIR 1DIR.PROGRAMADMISSIONSMEN'SRESTROOMWOMEN'SRESTROOMSTAIR 2Existing 2-hr separationEXIT 3: Existing Door.Serves Hughes Hall.Door width = 34"Door exit capacity = 227EXIT 4: Existing Door.Serves Hughes Hall.Door width = 68"Door exit capacity = 453EXIT 2: Existing Stair.Serves Hughes Hall andJane Foster.Tread depth = 11"Riser height = 7"Door width = 38"Door exit capacity = 253Stair clear width = 46"Stair exit capacity = 230Exit capacity = 230EXIT 5: Existing Stair.Serves Jane Foster andMyron Taylor Hall.Tread depth = 10"Riser height = 7 1/4"Door width = 38"Door exit capacity = 253Stair clear width = 45"Stair exit capacity = 225Exit capacity = 225EXIT 1: Existing Stair.Serves Hughes Hall.Tread depth = 10.5"Riser height = 7.5"Stair clear width* = 47"Stair exit capacity = 235*Width does not comply with2010 BCNYS 1007.3requiring 48" clear for anaccessible means of egress.ELEVATORMACHINERML00662 Hour Fire Rated Wall236'Exit Access Travel Distance136'(1/3 = 77'-10")233'-6"137'-6" > 77'-10"Restroom1400 SF =94 OCC.EVENTROOMDINING875 SF =59 OCC.DIR.FINANC.SERVDIR.HUMANRES.ASSOC.DEANMEETINGROOMWORKROOMASST. DEANCOMMUNICATIONSWRITERFORUMWRITERBUDGETCONF.ROOMSEMINARROOMRECEPTION/ ADMIN.PAYROLLCOMMUNICATIONSSTAIR 1JCSERVICESERVICESTAIRSVCSERVICESTAIR 3STAIR 2JCWOMEN'SRESTROOMSPD ASST.DEAN2HR Rated Door on ElectromagneticHold-Open Hardware at BuildingSeparation LineEXIT 2: New Door.Serves Hughes Hall, JaneFoster and Myron Taylor Hall.Door width = 68"Door exit capacity = 453EXIT 3: Existing Stair.Serves Jane Foster andMyron Taylor Hall.Tread depth = 10"Riser height = 7 1/4"Door width = 38"Door exit capacity = 253Stair clear width = 45"Stair exit capacity = 225Exit capacity = 225EXIT 1: Existing Stair.Serves Hughes Hall.Tread depth = 10.5"Riser height = 7.5"Stair clear width* = 47"Stair exit capacity = 235*Width does not comply with2010 BCNYS 1007.3requiring 48" clear for anaccessible means of egress.SPD ADMING312 Hour Fire Rated Wall258'Exit Access Travel Distance.250'(1/3 = 70'-8")212'-0"150'-6" > 70'-8"ASSOC.DEANRECEPTIONENTRYEXEC.ASST. TOASSOC.DEANDIRECTORALUMAFFAIRSDIRECTORANNUALFUNDPROGRAMOFFICERMAJORGIFTOFFICERMAJORGIFTOFFICERASST DIRANNUALFUNDINGLEADERSHIPGIFTOFFICERWORKSTUDYANNUALFUNDINGADMIN.MEETINGROOMOFFICEOFFICEMEETINGROOMMEETINGROOMEXIT 3: New Door.Serves Hughes Hall, JaneFoster and Myron Taylor Hall.Door width = 36"Door exit capacity = 240Function(HH) Business Areas(HH) Storage/Mechanical100 gross300 grossSF/Occupant7,502 sf1,355 sfFloor Area765LoadTOTAL 979,656 sfJF EXITS REQUIRED 2JF EXITS PROVIDED 2RequiredExistingProposedMale WC Female WC Male Lav Female Lav44 2 353 3 323 2 2Difference* +3 +2 +3 +2OCCUPANT LOAD CALCULATIONFLOOR LL1PLUMBING FIXTURE COUNT - HH + JFOCCUPANCY CHANGEOriginal Class New ClassOriginal Load New Load % ChangeR2/A2 258 B/A2 343 133%TOTAL FLOOR EXIT CAPACITY 1,370(HH) Assembly - Unconcentrated 15 net 2,275 sf 152(HH) Kitchen 200 gross 2,480 sf 13(JF) Library - Stacks 100 gross 9,656 sf 97TOTAL 24613,612 sfHH EXITS REQUIRED 2HH EXITS PROVIDED 4Total 7 6 5 5*Additional female water closet required at Floor G provided on Floor LL1 per BCNYS 2010 2902.4.1Location of toilet facilities in occupancies other than covered malls. In occupancies other thancovered malls, the required public and employee toilet facilities shall be located not more than onestory above or below the space required to be provided with toilet facilities and the path of travel tosuch facilities shall not exceed a distance of 500 ft.**Drinking fountain not required this floor per 2010 Plumbing Code of New York State section 410.1Approval: Where water is served in restaurants, drinking fountains shall not be required.DrinkingFountains0**10+11+ (1) Unisex / Gender Neutral WC & LavatoryTo (+) UP/DN 0 0 0 0 -From (-) UP/DN -1 -2 0 -2 -RESULT:+2 0 +3 0 +1Function(HH) Business Areas(HH) Storage/Mechanical100 gross300 grossSF/Occupant11,370 sf1,397 sfFloor Area1145LoadTOTAL 1039,903 sfJF EXITS REQUIRED 2JF EXITS PROVIDED 2RequiredExistingProposedMale WC Female WC Male Lav Female Lav34 2 353 3 30302Difference +2 +2 +1 +2OCCUPANT LOAD CALCULATIONGROUND LEVELPLUMBING FIXTURE COUNT - HH + JFOCCUPANCY CHANGEOriginal Class New ClassOriginal Load New Load % ChangeR2/B 206 B 222 108%TOTAL FLOOR EXIT CAPACITY 913(JF) Library - Stacks 100 gross 9,553 sf 96TOTAL 11913,114 sfHH EXITS REQUIRED 2HH EXITS PROVIDED 2Total 563 5(JF) Library - Reading Room 50 net 350 sf 7*Additional female water closet required at Floor G provided on Floor LL1 per BCNYS 2010 2902.4.1Location of toilet facilities in occupancies other than covered malls. In occupancies other than coveredmalls, the required public and employee toilet facilities shall be located not more than one story above orbelow the space required to be provided with toilet facilities and the path of travel to such facilities shallnot exceed a distance of 500 ft.**Water dispenser provided in place of 1 required drinking fountain per 2010 Plumbing Code of New YorkState section 410.1 Approval. Where water is served in restaurants, drinking fountains shall not berequired. In other occupancies, where drinking fountains are required, bottled water dispensers shall bepermitted to be substituted for not more than 50 percent of the required drinking fountains.DrinkingFountains212**+13To: UP/DN 0 +1 0 +1 -From: UP/DN 0 -3 -1 -3 -RESULT:00 0 0 +1SEMINARROOMASSIST DIRDIR. INTER.OPS ADMINC.S.INTERVIEWC.S.INTERVIEWC.S.INTERVIEWC.S.INTERVIEWASSIST.DEANSTUDENTSACADEMICCOUNSELDEAN OFSTUD.THERAPYDEAN OFSTUD.EVENTSCOORD.DEAN OFSTUD.SHAREDCONFERENCEROOMWORKROOMSTORAGEDEAN OFSTUD.EMERITUSFACULTYASSISTDIRECTORFAADMISSIONSASSIST. DIRDIRECTORFAADMISSIONSASSOC. DIRCAREERSERVICESRECEPTION/ ADMIN.ADMISSIONSRECEPTION/ADMINISTRATIONCLINICSOFFICECLINICSOFFICECLINICSDIRECTOROFFICECLINICSOFFICECLINICSOFFICECLINICSOFFICECLINICSOFFICECLINICSWORKROOMCLINICSOFFICECLINICSOFFICECLINICSOFFICECLINICSRECEPTION&ADMINISTRATIONJCSTAIR 1RESTROOMCLINICSOFFICESTAIR 2STORAGE128AExisting 2-hr separationMEETINGROOM134EXIT 1: Existing Stair.Serves Hughes Hall.Tread depth = 10.5"Riser height = 7.5"Stair clear width* = 47"Stair exit capacity = 235*Width does not complywith 2010 BCNYS1007.3 requiring 48" clearfor an accessible meansof egress.EXIT 2: Existing Stair.Serves Hughes Hall, JaneFoster and Myron Taylor Hall.Tread depth = 11"Riser height = 7"Door width = 38"Door exit capacity = 253Stair clear width* = 46"Stair exit capacity = 230Exit capacity = 230*Width does not comply with2010 BCNYS 1007.3 requiring48" clear for an accessiblemeans of egress.EXIT 3: Existing Door.Serves Jane Foster andMyron Taylor Hall.Door width = 68"Door exit capacity = 453CLINICSOFFICE137ADMISSIONSASSOC.DEAN1932 Hour Fire Rated WallExit Access Travel DistanceOPS ASSISTDEANASSOCDEANDIRECTOR284'280'154'-0" > 80'-4"RESTROOMFunction(HH) Business Areas 100 grossSF/Occupant11,628 sfFloor Area117LoadTOTAL 12410,047 sfJF EXITS REQUIRED 2JF EXITS PROVIDED 2RequiredExistingProposedMale WCFemale WC Male Lav Female Lav55 3 553 4 32101Difference* +2 -1 0 -1OCCUPANT LOAD CALCULATIONLEVEL 1PLUMBING FIXTURE COUNT - HH + JFOCCUPANCY CHANGEOriginal Class New ClassOriginal Load New Load % ChangeB 276 B 383 140%TOTAL FLOOR EXIT CAPACITY 918TOTAL 11712,139 sfHH EXITS REQUIRED 2HH EXITS PROVIDED 2Total7444(JF) Business Areas 100 gross 9,708 sf 101(JF) Assembly - Unconcentrated 15 net 339 sf 23*Additional female water closets required for Floor 1 provided on Floor 2 per BCNYS 2010 2902.4.1Location of toilet facilities in occupancies other than covered malls. In occupancies other thancovered malls, the required public and employee toilet facilities shall be located not more than onestory above or below the space required to be provided with toilet facilities and the path of travel tosuch facilities shall not exceed a distance of 500 ft.**Water dispenser provided in place of 1 required drinking fountain per 2010 Plumbing Code ofNew York State section 410.1 Approval. Where water is served in restaurants, drinking fountainsshall not be required. In other occupancies, where drinking fountains are required, bottled waterdispensers shall be permitted to be substituted for not more than 50 percent of the requireddrinking fountains.DrinkingFountains312**03To: UP/DN 0 +3 +1 +3 -From: UP/DN 0 -2 -1 -2 -RESULT:+2 0 0 0 0JCMEETINGROOMLAWYERINGOFFICELAWYERINGRECEPTIONLAWYERINGOFFICELAWYERINGOFFICELAWYERINGOFFICETENUREDFACULTYOFFICETENUREDFACULTYOFFICELAWYERINGOFFICEFACULTYSUPPORTOFFICETENUREDFACULTYOFFICETENUREDFACULTYOFFICECOPYROOMADJUNCTFACULTYOFFICEMECHSHAFTTENUREDFACULTYOFFICETENUREDFACULTYOFFICETENUREDFACULTYOFFICETENUREDFACULTYOFFICETENUREDFACULTYOFFICETENUREDFACULTYOFFICEMECHANICALCITMECHATTIC 1STAIR 1TENUREDFACULTYOFFICETENUREDFACULTYOFFICEADJUNCTFACULTYOFFICEExisting 2-hr separationEXIT 2: Existing Stair.Serves Hughes Hall, JaneFoster and Myron Taylor Hall.Tread depth = 11"Riser height = 7"Door width = 38"Door exit capacity = 253Stair clear width* = 46"Stair exit capacity = 230Exit capacity = 230*Width does not comply with2010 BCNYS 1007.3 requiring48" clear for an accessiblemeans of egress.EXIT 1: Existing Stair.Serves Hughes Hall.Tread depth = 10.5"Riser height = 7.5"Stair clear width* = 47"Stair exit capacity = 235*Width does not complywith 2010 BCNYS 1007.3requiring 48" clear for anaccessible means ofegress.LAWYERINGOFFICE251STAIR 220002MAIL2282 Hour Fire Rated WallExit Access Travel Distance262' TO STAIR 1252' TO STAIR 2(1/3 = 80'-8")242'-0"143'-6" > 80'-8"Function(HH) Business Areas 100 grossSF/Occupant9,270 sfFloor Area90LoadTOTAL 1418,555 sfJF EXITS REQUIRED 2JF EXITS PROVIDED 2RequiredExistingProposedMale WCFemale WC Male Lav Female Lav55 4 553 3 300 0 0Difference* 0 -2 -1 -2OCCUPANT LOAD CALCULATIONLEVEL 2PLUMBING FIXTURE COUNT - HH + JFOCCUPANCY CHANGEOriginal Class New ClassOriginal Load New Load % ChangeB 262 B 252 96%TOTAL FLOOR EXIT CAPACITY 690TOTAL 9811,322 sfHH EXITS REQUIRED 2HH EXITS PROVIDED 2Total 5 3 3 3(JF) Business Areas 100 gross 7,605 sf 77(JF) Assembly - Unconcentrated 15 net 950 sf 64(HH) Storage/Mechanical 300 gross 2,159 sf 8*No additional fixtures required per EBCNYS 2010 710.1. Where the occupant load of the story isincreased by more than 20 percent, plumbing fixtures for the story shall be provided in quantitiesspecified in the Plumbing Code of New York State based on the increased occupant load. Also,additional female water closets required at Floor 1 provided on Floor 2 per BCNYS 20102902.4.1 Location of toilet facilities in occupancies other than covered malls. In occupancies otherthan covered malls, the required public and employee toilet facilities shall be located not more thanone story above or below the space required to be provided with toilet facilities and the path oftravel to such facilities shall not exceed a distance of 500 ft.DrinkingFountains31203To: UP/DN 0 +2 +1 +2 -From: UP/DN 0 0 0 0 -RESULT:00 0 0 0150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400PAMELA L. REW037828-1G002Life Safety &Plumbing CountDiagrams2014-2219406/20/2016CONSTRUCTIONDOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationGENERAL NOTES:2010 NYSBC EXIT AND EXIT ACCESS DOORWAYCONFIGURATION1007.1.1 Two Exits or Exit Access Doorways,Exception 2: Where a building is equipped throughout withan automatic sprinkler system in accordance with Section903.3.1.1 or 903.3.1.2, the separation distance of the exitdoors or exit access doorways shall be not less than one-third of the length of the maximum overall diagonaldimension of the area served.2010 NYSBC 1017 EXIT ACCESS TRAVEL DISTANCE1017.2 Limitations: Exit Access travel distance shall notexceed the values given in Table 1017.2:Exit Access Travel Distance:Occupancy With Sprinkler SystemB 300'No. Date Revision 1. THE BUILDING WILL BE WITHOUT MECHANICAL VENTILATION DURING THE INSTALLATION OF RUN- AROUND COILS AND REPLACEMENT OF THE EXHAUST FAN ASSOCIATED WITH DOAS-1. THIS SHOULD OCCUR DURING PHASE 1 SO THAT THE PHASE 1 AREAS ARE PROVIDED WITH MECHANICAL VENTILATION AT THE END OF PHASE 1 2. RE-BALANCING OF PHASE 1 VENTILATION DUCT SYSTEM WILL BE REQUIRED AFTER THE COMPLETION OF PHASE 2, REQUIRING SOME WORK IN THE CORRIDORS TO ADJUST AIR VOLUME DAMPERS. 3. EXTENDING THE DOAS SUPPLY AND RETURN AIR RISERS DOWN TO THE LOWER LEVELS MUST OCCUR DURING PHASE 1, REQUIRING SOME WORK ON LEVEL 1 (MARKED AS PHASE 2) IN PHASE 1. 4. A BRIEF SHUT-DOWN OF BOTH HEATING AND COOLING TO THE UPPER LEVELS WILL BE REQUIRED IN PHASE 1 TO CONNECT THE NEW HW AND CHW RISERS SERVING THE LOWER LEVELS TO THE MAINS ON LL1. ADDITIONAL BRIEF SHUT- DOWNS MAY ALSO BE REQUIRED TO MAKE SIMILAR TIE-INS. 5. TIE-IN TO MYRON TAYLOR CHILLED WATER SYSTEM WILL SHUT DOWN COOLING TO BOTH HUGHES HALL AND ALL OF MYRON TAYLOR. THIS COULD OCCUR IN THE WINTER. IF YEAR-ROUND COOLING IS REQUIRED IN MYRON TAYLOR, A TEMPORARY BYPASS COULD BE INSTALLED TO MINIMIZE THE SHUT-DOWN OF MYRON TAYLOR COOLING. 6. REPLACEMENT OF HOT WATER PUMPS WILL SHUT DOWN HEAT TO HUGHES HALL AND PARTS OF MYRON TAYLOR. THIS COULD BE DONE IN THE SUMMER. HVAC PHASING NOTES: 1. LEVEL 1 BATHROOM AND DRINKING FOUNTAIN (COL LINE 3) CAN BE INSTALLED IN PHASE 1 ALONG WITH SANITARY PIPING ABOVE THE CEILING BELOW. POTENTIAL DISTURBANCE TO THE SURROUNDING OCCUPIED AREA SHOULD BE CONSIDERED. 2. SANITARY STACK S-3 (COL LINE D) WILL NEED TO RUN THROUGH LEVELS 1 AND 2 IN PHASE 1 TO CONNECT TO EXISTING VENT PIPING IN ATTIC PLUMBING PHASING NOTES: 1. RECONFIGURATION OF FIRE PROTECTION PIPING MAINS ON LL1 WILL REQUIRE A SHUT-DOWN OF THE SPRINKLER SYSTEM PROTECTING THE OCCUPIED LEVELS ABOVE. 2. COORDINATE TIMING OF FDC REMOVAL ON GROUND LEVEL FIRE PROTECTION PHASING NOTES: 1. A MAJORITY OF FEEDERS ORIGINATING AT THE MDP ARE ROUTED UNDERGROUND TO THEIR RESPECTIVE PANELS. THE INTENT IS TO REUSE THE EXISTING CONDUIT PATHWAYS AS THEY ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED WIRING. 2. A TEMPORARY DISTRIBUTION PANELBOARD WILL BE SETUP IN THE OLD MEDIUM VOLTAGE VAULT. AN OVERALL BUILDING INTERRUPTION LASTING APPROXIMATELY 3 DAYS WILL OCCUR. THE EXISTING HUGHES HALL TRANSFORMER WILL BE DE-ENERGIZED. THE BUS DUCT CONNECTED TO THE SECONDARY SIDE OF THE TRANSFORMER WILL BE DISCONNECTED FROM THE EXISTING MDP AND REMOVED. THE SECONDARY SIDE OF THE TRANSFORMER WILL BE CONNECTED TO THE TEMPORARY PANELBOARD. FEEDERS SERVING PANELBOARDS IDENTIFIED TO REMAIN IN SERVICE WITHIN PHASE 1 WILL BE EXTENDED TO THE TEMPORARY PANELBOARD VIA THE ELECTRICAL ROOM DOORWAYS AND THE AREAWAY. THE TEMPORARY PANELBOARD CAN BE USED TO PROVIDE TEMPORARY POWER TO PHASE 1 CONSTRUCTION AREAS. THE TRANSFORMER WILL BE RE-ENERGIZED. 3. THE EXISTING MDP AND MAIN DISCONNECT SWITCH WILL BE REMOVED AND THE NEW MDP WILL BE INSTALLED IN THE SAME LOCATION. A 4" CONDUIT WILL BE ROUGHED-IN TO PROVIDE A PATH FROM THE SECONDARY SIDE OF THE EXISTING TRANSFORMER TO THE NEW MDP USING THE EXISTING DUCT BANK WALL PENETRATION. EXISTING CONDUIT PATHWAYS TO PHASE 1 RENOVATION AREAS WILL BE INTEGRATED WITH THE NEW MDP, NEW FEEDERS WILL BE PULLED, AND NEW PANELBOARDS WILL BE INSTALLED. 4. ONCE THE NEW MDP IS FULLY INSTALLED, AN OVERALL BUILDING INTERRUPTION LASTING APPROXIMATELY 1 DAY WILL OCCUR. THE TRANSFORMER WILL BE DE-ENERGIZED AND THE TEMPORARY PANELBOARD WILL BE TAKEN OUT OF SERVICE. THE SECONDARY SIDE OF THE TRANSFORMER WILL BE CONNECTED TO THE NEW PANELBOARD AND EXISTING FEEDERS SERVING PANELBOARDS IDENTIFIED TO REMAIN IN SERVICE THROUGH PHASE 1 WILL BE CONNECTED TO THE NEW MDP. THE TRANSFORMER WILL BE RE-ENERGIZED. 5. OCCUPIED FLOORS WITHIN PHASE 2 SCOPE UNDERGOING LIGHT RENOVATION WILL EXPERIENCE A LOSS OF POWER TO REPLACE THE PANELBOARD SERVING THE FLOOR LASTING APPROXIMATELY 1 DAY IF THE EXISTING FEEDERS ARE TO BE RE-USED OR TWO DAYS IF NEW FEEDERS ARE TO BE INSTALLED. TEMPORARY POWER CAN BE PULLED FROM PHASE 1 PANELBOARDS OR FROM A GENERATOR TO KEEP OCCUPIED AREAS POWERED WHILE EXISTING CIRCUITS ARE BEING REWORKED TO THE NEW PANELBOARD. ELECTRICAL PHASING NOTES: MEP / FP PHASING NOTES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 G003 Phasing Notes 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationPHASE DURATION: SEPTEMBER 2016 - APRIL 20, 2017 PHASE 1 ACTIVITIES: 1.COMPLETE INSTALLATION OF DOAS RISER 1 FROM LEVEL 2 TO LOWER LEVEL 3 AT NORTH LOCATION AND INSTALLATION OF DOAS RISER 2 FROM ATTIC TO LOWER LEVEL 2 AT SOUTH LOCATION. 2.INSTALL EXIT DOOR AT LOWER LEVEL 2 SOUTH 3.INSTALL EXIT DOOR AT GROUND LEVEL, NORTH OF LOGGIA WEST 4.INSTALL EXIT STAIR 4 AT LOWER LEVEL 1. 5.PROVIDE 1HR RATED TEMPORARY CONSTRUCTION PARTITIONS AT LOCATIONS SHOWN ON PLAN FOR EGRESS AND SEPARATION OF CONSTRUCTION FROM OCCUPIED AREAS. 6.INSTALL NEW LL3 VESTIBULE EXTERIOR RAMP & LANDING 7.FURNITURE INSTALLATION AFTER SUBSTANTIAL COMPLETION OF EACH ITEM ABOVE (ONE WEEK) 8.OCCUPANT MOVING AFTER FUNITURE INSTALLATION (ONE WEEK) 9.MAINTAIN ACCESS TO KITCHEN PREP AREA ON LOWER LEVEL 1 THROUGHOUT CONSTRUCTION. ANY SHUT-DOWNS AFFECTING THIS AREA TO BE COORDINATED AND SCHEDULED DURING OFF-HOURS. 10.ROOMS 248 AND 250 WILL BE VACATED ON 12/31/2016. C O M P L E T I O N : 4 / 20 / 2017 PHASE 1 SUMMARY: 1.FULL RENOVATION OF LL3, LL2, AND LL1. PARTIAL RENOVATION OF GROUND LEVEL (DORM SPACES ONLY.) STAIR 1: •MAINTAIN OCCUPANT EGRESS FROM LEVEL 2 TO LOWER LEVEL 3 EXIT DOOR. •PROVIDE SIGNAGE FOR AREAS UNDER CONSTRUCTION ADJACENT TO STAIR 1 (GROUND, LL1, LL2 & LL3) STAIR 2, EXISTING: •REMOVED DURING PHASE 1. COMPLETE ASSOCIATED SCOPE OF WORK ON ALL LEVELS. STAIR 2, NEW: •PROVIDE TEMPORARY CONSTRUCTION PARTITIONS AT ALL LEVELS TO SEPARATE CONSTRUCTION AREAS. STAIR 3: •MAINTAIN ACCESS THROUGHOUT CONSTRUCTION FOR EGRESS TO GROUND LEVEL LOGGIA EXIT DOOR. •PROVIDE SIGNAGE FOR AREAS UNDER CONSTRUCTION ADJACENT TO STAIR 3 (LEVEL 1, GROUND) •PROVIDE TEMPORARY PARTITION ON GROUND LEVEL TO MAINTAIN EGRESS TO EXTERIOR THROUGH MYRON TAYLOR HALL PHASE 1 SUMMARY (SEE G004)PHASE 2 SUMMARY (SEE G005) PHASE 2 DURATION: APRIL 20, 2017 - DECEMBER 22, 2017 PHASE 2 SUMMARY: 1.RELOCATE LEVEL 2 ADMINISTRATION & FINANCE TO COMPLETED SPACE 2.RELOCATE LEVEL 1 STUDENT JOURNALS & ORGANIZATIONS TO COMPLETED SPACE 3.TEMPORARILY RELOCATION OF LEVEL 1 FACULTY TO COMPLETED SPACE 4.RENOVATE LEVEL 1 & LEVEL 2. 5.RENOVATE GROUND LEVEL EAST OF COLUMN LINE 7. 6.PROVIDE TEMPORARY PARTITION AT STAIR 3 FOR EGRESS THROUGH MYRON TAYLOR HALL. 7.FURNITURE INSTALLATION AFTER SUBSTANTIAL COMPLETION OF EACH ITEM ABOVE (ONE WEEK) 8.OCCUPANT MOVING AFTER FUNITURE INSTALLATION (ONE WEEK) C O M P L E T I O N : 12 / 22 / 2017 SUB PHASE 2A: MAY 23, 2017 - AUGUST 7, 2017 1.RENOVATE & ENCLOSE GROUND LEVEL LOGGIA. RELOCATE BIKE RACKS TO LOWER LEVEL 3. 2.RENOVATE LOWER LEVEL 1 DINING TERRACE 3.RENOVATE OFFICES LEVEL 1 & 2 WEST OF COLUMN LINE 7.1 4.THE AREAS NORTH OF WEST STAIR AND WEST OF COLUMN LINE 7.1 WILL BE VACATED BETWEEN MAY 23, 2017 - AUGUST 7, 2017. THE WORK IN THIS AREA NEEDS TO BE COMPLETED DURING AS PART OF PHASE 2A. PHASE 3 SUMMARY PHASE 3 DURATION: DECEMBER 22, 2017 - JANUARY 21, 2018 PHASE 3 SUMMARY: 1.WEST STAIR CONSTRUCTION AT LEVEL 1 & LEVEL 2 2.EXTERIOR WINDOWS 10 FEET NORTH & SOUTH OF WEST STAIR TO BE ENCLOSED WITH 1-HR RATED CONSTRUCTION WITH PLYWOOD EXTERIOR FACE 3.CLOSE OFF STAIR FOR MATERIAL HANDLING AT ALL LEVELS 4.RELOCATE PROGRAM SPACES TO DESIGNATED FINAL LOCATIONS 5.PROJECT CLOSE-OUT C O M P L E T I O N : 01 / 31 / 2018 STAIR SCOPE: 1.MAINTAIN REQUIRED EGRESS WIDTHS AS SHOWN ON PLANS 2.TEMPORARY PARTITIONS TO BE 1-HR RATED AND HAVE ACOUSTIC INSULATION. PROVIDE THERMAL INSULATION OF EXPOSED TO EXTERIOR CONDITIONS. OCCUPIED SIDE OF TEMPORARY PARTITIONS TO BE FINISHED & PAINTED. 3.EXTERIOR WINDOWS 10 FEET NORTH & SOUTH OF WEST STAIR TO BE PROTECTED WITH WIRE MESH THROUGHOUT CONSTRUCTION. 4.MAINTAIN LOADING DOCK ACCESS ON GROUND LEVEL THROUGHOUT CONSTRUCTION. 5.MAINTAIN ACCESS TO BIKE RACKS AT GROUND LEVEL LOGGIA THROUGHOUT CONSTRUCTION. RELOCATE TO LOWER LEVEL 3 DURING PHASE 2. GENERAL NOTES No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 DNFDFDUPUPUPFDFDFDUPUPUPUPUPFDUPUPUPELEV.3L0070JC3L0061VESTIBULE3L0041STAIR 13L0001EGRESS STAIR 1CONSTRUCTION ACCESS TOBE COORDINATED BY GC.MAINTAIN EGRESS TOEXTERIOR STATING AREA.SEE LANDSCAPE DRAWINGSMAINTAIN ACCESSTO ELEVATOREGRESS DOORPROVIDE TEMPORARY 1HRRATED PARTITION TOSEPARATE CONSTRUCTIONFROM EGRESS PATHWAYSSTUDENTGROUPSPACE3L58STUDENTOFFICER3L58ESTUDENTOFFICER3L58GSTUDENTOFFICER3L58HSTUDENTOFFICER3L58JSTUDENTOFFICER3L58BSTUDENTOFFICER3L58ASTUDENTOFFICER3L58CSTUDENTOFFICER3L58DSERVICE3L0062SERVICE3L0063SERVICE3L0068MACHINEROOM3L0060WC3L0021SERVICE3L0066SERVICE3L0065ELEVLOBBY3L0042PROVIDE ALTERNATEEGRESS ROUTE TOEXTERIOR DURINGCONSTRUCTION OFNEW LL3 VESTIBULERAMP & LANDINGCONSTRUCTIONFIELD OFFICEELEV.2L0070STAIR 12L0001NEW STAIR 2DEMOLISH EXIST. STAIR 2EGRESS STAIR 1INSTALL NEW EGRESSDOOR & PATHWAYTEMP CONSTRUCTIONPARTITIONELECTRICAL ITEM #5EXTERIORSTAGING AREA& ENTRY POINT.SEE L001EDITORS2L58CEDITORS2L58DLAWREVIEWREADINGROOM2L58EDITORS2L58BOFFICE2L46AJLPPREADINGROOM2L46ILJREADINGROOM2L30OFFICE2L30COFFICE2L30BSHAREDOFFICE2L30AJC2L0061JLPPCONFERENCEROOM2L46BMEN'SRESTROOM2L0021WOMEN'SRESTROOM2L0022SHAREDADMINOFFICE2L39LIIBULLETINOFFICE2L37IDF2L35STAIR 22L0002DININGOFFICESL35KITCHENL35BELEVATORL0071STOR.L35ASVCL0062STAIR 4L0004SERVERYL35CSTORAGEL35DSTORL16AELEV.L0070STAIR 1L0001ELEVATORMACHINE RML0066STAIR 3 (EGRESS)STAIR 4(EGRESS TOSTAIR 3)NEW STAIR 2DEMOLISH EXIST. STAIR 2(UNDER CONSTRUCTION)EGRESS STAIR 1ELECTRICAL NOTE #5HVAC NOTE #2ELECTRICALNOTES #1, 2, 3, 4ASSIST.DIR.L57IGLSOFFICEL55ASSOCDEANL53CORRIDORL0041ASSIST.DEANL56DIRECTORL54FLEXOFFICEL52DIR.PROGRAMADMISSIONSL58STGL46AIGLS ANDCLARK E.A.RECEPTIONL46EXEC DIRL44POST DOCL42CONFERENCEL39STAIR 2L0002FLEXOFFICEL33FLEXOFFICEL31FLEXOFFICEL29WORKROOML30CORRIDORL0041EVENTROOML28DININGL24??ELEC.L0063ELEC.L0063SVCL0045MECHL0065VISITINGSCHOLARLOUNGE /WORKSPACEL46BMEN'SRESTROOML0021WOMEN'SRESTROOML0022GENDERNEUTRALTOILETL0023MAINTAIN ACCESS TOSTORAGE & KITCHENSTAIR 1G0001ELEV.G0070JCG0081SERVICEG0080ELEVATORG0071SERVICEG0062STAIRG0004SVCG38SERVICEG35STAIR 3G0003JCG0065STAIR 3 (EGRESS)NEW STAIR 2 (UNDERCONSTRUCTION)SEMINARROOMG29ASSOC.DEANG28MMEETINGROOMG34SPD ASST.DEANG33SPD ADMING31STAIR 2G0002CONF.ROOMG39VESTIBULEG0040ELEVATORVESTIBULEG0041WRITER-WRITER-WORKROOMG50MEETINGROOMG52ASSOC.DEANG58EDIR.HUMANRES.G58DDIR.FINANC.SERVG58CBUDGETG58BPAYROLLG58ARECEPTION/ ADMIN.G58JCG0061ASST. DEANCOMMUNICATIONS-COMMUNICATIONSG46LOGGIA ROOFSTAIR 3 (EGRESS)NEW STAIR 2DEMOLISH EXIST. STAIR 2(UNDER CONSTRUCTION)EGRESS STAIR 1DISPLACE (2) OFFICESFOR INSTALLATION OFMECHANICAL SYSTEMSTEMP.CONSTRUCTIONPARTITION ATSTAIR OPENINGCLINIC FAC.158ACLINIC DIR.158CLINIC FAC.158BCLINICSTUD.159WC10021CLINICSTUD.153CLINIC FAC.151CLINIC FAC.149CLINICCONF.147CLINICSTUD.157WC10020CLINIC FAC.154CLINICSUPP.148SEMINAR145STUD.SERVASSIST.DEANCAREERSERV144ASTUD.SERVCAREER144ASTUD.SERV DIRCAREERSERV144ASTUD.SERVCAREERSERVASSOC. DIR140STUD.SERVSTUD.EVENTSCOORD138STUD.SERVSTUD. OFF.136CU LAWREVIEW134CU LAWREVIEW132INT'L LAWJOURNAL130STUD.SERV.130CSTUD.SERV.130BSTUD.SERV.130ASTUD.SERV.128STUD.SERV.126STUD.SERV.STOR. REG.125CU LAWREVIEW133MOOTCOURT BD.135MOOTCOURT BD.139STUD.SERV.STUD. OFF.137ASSOC.DIR. CAR.SERV.141ASSOC.DEAN PUB.SERV.145JLPP139150152ELECTRICALNOTE #5PLUMBING ITEM #1DOAS RISER 1WORKNEW VENT PIPE TOATTIC REQUIRESFLOOR MODIFICATIONSNEW STAIR 2DEMOLISH EXIST. STAIR 2(UNDER CONSTRUCTION)EGRESS STAIR 11HR RATED TEMP.CONSTRUCTION PARTITIONAT STAIR OPENINGFAC/VIS.FAC238FAC/VIS.FAC236FAC/VIS.FAC234FAC/VIS.FAC232ADMISS.ASSOC.DEAN226CADMISS.226BADMISS.WAITING226ADMISS.ASSOC. DIR226AADMIN.COPY228MAIL RM225STAFFFOODLOUNGE227FIN. AID DIROFFICE229STAIR 320003STAFFLOUNGE230STG230AMECH20068FAC/VIS.FAC235FAC/VIS.FAC237CONF. RM249FAC.OFFICE253HRPAYROLLCOORD.255DIR. FIN.SERV.257CASSOC.DEANADMIN. FIN.257BADMIN.STAFF257DIR. HR257AMECH20069OIT259STAIR 120001JAN20060ELEV20070ADJUNCT.FAC252FAC.SUPPORT(2)244FAC.OFFICE242FAC/VIS.FAC240STAIR 220002DOAS RISER 1WORKELECTRICALNOTE #5HVAC NOTE #1NEW VENTPIPESTAIR 3 (EGRESS)UNDER CONSTRUCTIONOCCUPIED AREASUPPLY / RETURN AIR RISERPHASING LEGEND:EXIT ELEVATOROCCUPIED AREA EGRESS PATHEXIT STAIRTEMPORARY CONSTRUCTION PARTITIONOFFICE101EXISTING OCCUPANT, EXISTING LOCATIONOFFICE101EXISTING OCCUPANT, DISCONTINUED USEOFFICE101TEMPORARY OCCUPANTOFFICE101END-USE OCCUPANTFLOOR: USE: PHASE 1 LOAD: PHASE 2 LOAD:PHASING OCCUPANCY LOAD TABLELEVEL 2 B 98 98LEVEL 1 B 117 (CONSTRUCTION)GROUND B 51 59LL1 A & B (CONSTRUCTION) A: 165 / B: 81LL2 B (CONSTRUCTION) 79LL3 B (CONSTRUCTION) 24STAIR: PHASE 1 USE: PHASE 2 USE:FLOOR:PHASING EXIT STAIR OCCUPANCYSTAIR 1LEVEL 2 X XLEVEL 1 X -GROUND X XLL1 X XLL2 X XLL3 X XSTAIR 2, EXIST:LEVEL 2 - -LEVEL 1 - -GROUND - -LL1 - -LL2 - -LL3 - -STAIR 2, NEW:LEVEL 2 - NRLEVEL 1 - NRGROUND - NRLL1 - NRLL2 - NRLL3 - NRSTAIR 3:LEVEL 2 X XLEVEL 1 X XGROUND X -LL1 X XLL2 XLL3 X X = OCCUPIED, IN USE - = NOT OCCUPIED, CONSTRUCTIONNR = NOT REQUIRED FOR EGRESSDEMOLISH EXIST. STAIR 2EGRESS STAIR 1NEW TEMP. DOOR FORCONSTRUCTION EGRESS1HR RATED TEMPCONSTRUCTION PARTITIONSEMINARG54ADJUNCTFAC.G59DIRACADEMICSUPP.G57ASSISTDEAN INTPROG.G55ASSIST.DEAN GRADLEGALSTUDIESG53EXEC DIRCERIG51CERIG49EXEC. DIRCLARKEFAR EASTG47OFFICEG44FLEXOFFICEG46DIR LEGALSTUDIESG50DIR.CLARKE INTLEGALSTUDIESG52WAITINGG40ADMINASSIST.CLARKEFAR EASTG45FILESG41ADMINASSIST.G42GLS ADMINASSISTG43CERIFELLOWSG48ELECTRICALNOTE #5HVAC NOTE #2COORDINATE FDCREMOVAL SCOPE & TIMINGEXISTING STAIR 2EXISTING STAIR 1EXISTING STAIR 3FAC/VIS.FAC238FAC/VIS.FAC236FAC/VIS.FAC234FAC/VIS.FAC232ADMISS.ASSOC.DEAN226CADMISS.226BADMISS.WAITING226ADMISS.ASSOC. DIR226AADMIN.COPY228MAIL RM225STAFFFOODLOUNGE227FIN. AID DIROFFICE229STAIR 320003STAFFLOUNGE230STG230AMECH20068FAC/VIS.FAC235FAC/VIS.FAC237CONF. RM249FAC.OFFICE253HRPAYROLLCOORD.255DIR. FIN.SERV.257CASSOC.DEANADMIN. FIN.257BADMIN.STAFF257DIR. HR257AMECH20069OIT259STAIR 120001JAN20060ELEV20070ADJUNCT.FAC252AVONFELLOWS250AVON DIR.248FAC.SUPPORT(2)244FAC.OFFICE242FAC/VIS.FAC240STAIR 220002EXISTING STAIR 3EXISTING STAIR 2EXISTING STAIR 1CLINIC FAC.158ACLINIC DIR.158CLINIC FAC.158BCLINICSTUD.159ISS FAC.159AWC10021CLINICSTUD.155CLINICSTUD.153CLINIC FAC.151CLINIC FAC.149CLINICCONF.147CLINICSTUD.157WC10020CLINIC FAC.154CLINIC DIR.152CLINIC FAC.150CLINICSUPP.148SEMINAR145STUD.SERVASSIST.DEANCAREERSERV144ASTUD.SERVCAREER144ASTUD.SERV DIRCAREERSERV144ASTUD.SERVCAREERSERVASSOC. DIR140STUD.SERVSTUD.EVENTSCOORD138STUD.SERVSTUD. OFF.136CU LAWREVIEW134CU LAWREVIEW132INT'L LAWJOURNAL130STUD.SERV.130CSTUD.SERV.130BSTUD.SERV.130ASTUD.SERV.128STUD.SERV.126STUD.SERV.STOR. REG.125CU LAWREVIEW133MOOTCOURT BD.135MOOTCOURT BD.139STUD.SERV.STUD. OFF.137ASSOC.DIR. CAR.SERV.141ASSOC.DEAN PUB.SERV.145JLPP139EXISTING STAIR 3EXISTING STAIR 2EXISTING STAIR 1DORMG04DORMG03DORMG02DORMG01DORMG05DORMG06DORMG07DORMG08DORMG09DORMG10DORMG11DORMG15DORMG12DORMG14DORMG17DORMG17DORMG18DORMG19G30STAIR 1G0001WCG0021WCG0020WCG0022G0023G0002ELEVG0070JCG0071G0040G0051G0049G0053WCG0024SEMINARG54ADJUNCTFAC.G59DIRACADEMICSUPP.G57ASSISTDEAN INTPROG.G55ASSIST.DEAN GRADLEGALSTUDIESG53EXEC DIRCERIG51CERIG49EXEC. DIRCLARKEFAR EASTG47OFFICEG44FLEXOFFICEG46DIR LEGALSTUDIESG50DIR.CLARKE INTLEGALSTUDIESG52WAITINGG40ADMINASSIST.CLARKEFAR EASTG45FILESG41ADMINASSIST.G42GLS ADMINASSISTG43CERIFELLOWSG48EXISTING STAIR 3EXISTING STAIR 2EXISTING STAIR 1STAIR 2L0002DININGL13SERVERYL15L0065L0045L0063L0064STAIR 3L0003L17L19KITCHENL16L20WCL0024WCL0025WCL0023DORML11WCL0022DORML09DORML08DORML07L0070L0061L0001WCL0020DORML06WCL0021DORML05DORML04DORML03DORML02DORML01L0040L0043DORML10BDORML10LOUNGEL12MAILL14GAME RML13ARPZL0067EXISTING STAIR 2EXISTING STAIR 1STAIR 12L0001DORM2L09DORM2L08DORM2L07DORM2L06DORM2L05DORM2L04DORM2L03DORM2L02DORM2L01DORM2L010BDORM2L10DORM2L15DORM2L14DORM2L13DORM2L12WC2L0024LAUNDY2L16KITCHEN2L14WC2L0022WC2L0021WC2L0020WC2L10ASL0001SL0062SL0070EXISTING STAIR 1DORM3L05DORM3L04DORM3L03DORM3L02DORM3L01DORM3L06WC3L00203L00013L00613L00703L00603L00683L00483L00623L00683L00673L0068A150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400PAMELA L. REW037828-1G004Existing & Phase 1 -Occupancy & Egress2014-2219406/20/2016CONSTRUCTIONDOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationPhase 1 - Lower Level 3Phase 1 - Lower Level 2Phase 1 - Lower Level 1Phase 1 - Ground LevelPhase 1 - Level 1Phase 1 - Level 2PHASE DURATION: SEPTEMBER 2016 - APRIL 2017PHASE 1 ACTIVITIES:1. COMPLETE INSTALLATION OF DOAS RISER 1 FROM LEVEL 2 TOLOWER LEVEL 3 AT NORTH LOCATION AND INSTALLATION OF DOASRISER 2 FROM ATTIC TO LOWER LEVEL 2 AT SOUTH LOCATION.2. INSTALL EXIT DOOR AT LOWER LEVEL 2 SOUTH3. INSTALL EXIT DOOR AT GROUND LEVEL, NORTH OF LOGGIA WEST4. INSTALL EXIT STAIR 4 AT LOWER LEVEL 1.5. PROVIDE 1HR RATED TEMPORARY CONSTRUCTION PARTITIONS ATLOCATIONS SHOWN ON PLAN FOR EGRESS AND SEPARATION OFCONSTRUCTION FROM OCCUPIED AREAS.PHASE 1 SUMMARY:1. FULL RENOVATION OF LL3, LL2, AND LL1. PARTIAL RENOVATION OFGROUND LEVEL (DORM SPACES ONLY.)STAIR SCOPE:STAIR 1:• MAINTAIN OCCUPANT EGRESS FROM LEVEL 2 TO LOWER LEVEL 3EXIT DOOR.• PROVIDE SIGNAGE FOR AREAS UNDER CONSTRUCTION ADJACENTTO STAIR 1 (GROUND, LL1, LL2 & LL3)STAIR 2, EXISTING:• REMOVE EXISTING METAL PAN STAIR ASSEMBLY FROM BUILDING.• MAINTAIN BLOCK WALL CONSTRUCTION WHERE ADJACENTOCCUPIED AREAS ARE INDICATED ON PLANS (LEVEL 2, LEVEL 1,GROUND)• PROVIDE TEMPORARY CONSTRUCTION PARTITIONS AT ALL LEVELSTO SEPARATE FLOOR OPENINGS FROM OCCUPIED AREAS.STAIR 2, NEW:• PROVIDE TEMPORARY CONSTRUCTION PARTITIONS AT ALL LEVELSTO PROTECT FLOOR OPENING & SEPARATE FROM OCCUPIEDAREAS.• DEMOLISH EXISTING FACADE, EXTENT INDICATED ONARCHITECTURAL DRAWINGS.• DEMOLISH CONCRETE SLAB, EXTENT INDICATED ONARCHITECTURAL & STRUCTURAL DRAWINGS.STAIR 3:• MAINTAIN ACCESS THROUGHOUT CONSTRUCTION FOR EGRESS TOGROUND LEVEL LOGGIA EXIT DOORSTAIR 4, LL1 ONLY:• INSTALL STAIR ON LL1 TO PROVIDE ACCESS TO EGRESS DOORSDURING CONSTRUCTIONExisting - Level 2Existing - Level 1Existing - Ground LevelExisting - Lower Level 1Existing - Lower Level 2Existing - Lower Level 3No. Date Revision DNFDFDUPUPUPUPFDUPFDFDUPFDFDUPUPUPUPFDUPUPUPFDFDFDFDFDDNUPUPUPFDFDFDSTUDENTGROUPSPACE3L58STUDENTOFFICER3L58JWC3L0021SERVICE3L0068SERVICE3L0063SERVICE3L0066MACHINEROOM3L0060ELEV.3L0070JC3L0061SERVICE3L0062VESTIBULE3L0041STAIR 13L0001SERVICE3L0065STUDENTOFFICER3L58HSTUDENTOFFICER3L58GSTUDENTOFFICER3L58ESTUDENTOFFICER3L58DSTUDENTOFFICER3L58CSTUDENTOFFICER3L58BSTUDENTOFFICER3L58AMAINTAIN EGRESSAT EXIT DOOREGRESS STAIR 1MAINTAIN EXIT PATHWAYTO PARKING LOTA.O.R.DNNEW STAIR 2(NON-EGRESS)EGRESS STAIR 1NEW EGRESS DOOR(COMPLETED)ILJREADINGROOM2L51STAIR 22L0002ELEV.2L0070JC2L0061STAIR 12L0001JLPPREADINGROOM2L46JLPPCONFERENCEROOM2L46BMEN'SRESTROOM2L0021WOMEN'SRESTROOM2L0022LAW REVIEWREADINGROOM2L58EDITORS2L58BEDITORS2L58DEDITORS2L58COFFICE2L46ASHAREDADMINOFFICE2L39LII BULLETINOFFICE2L37PROVIDE TEMP. 1HR RATEDPARTITIONS TO SEPARATECONSTRUCTION FROMEGRESS PATHWAYSDIR. FINANC.SERVG58CDIR. HUMANRES.G58DASSOC.DEANG58EMEETINGROOMG52WORKROOMG50ASST. DEANCOMMUNICATIONS-WRITER-FORUMWRITER-BUDGETG58BSPD ADMING31CONF.ROOMG39SEMINARROOMG29RECEPTION /ADMIN.G58PAYROLLG58ACOMMUNICATIONSG46STAIR 1G0001ELEV.G0070JCG0081SERVICEG0080ELEVATORG0071SERVICEG0062STAIRG0004SVCG38SERVICEG35STAIR 3G0003STAIR 2G0002JCG0065SPD ASST.DEANG33VESTIBULEG0040TEMP CONSTRUCTIONPARTITIONNEW EGRESS DOOR FOROCCUPANTS (COMPLETED)EGRESS STAIR 1NEW STAIR 2(NON-EGRESS)EGRESS STAIR 3TEMPCONSTRUCTIONPARTITIONSMEETINGROOMG28RDIRECTORANNUALFUNDG28JPROGRAMOFFICERG28HEXEC.ASST. TOASSOC.DEANG28LOFFICEG28NOFFICEG28PANNUALFUNDINGADMIN.G28SMAJORGIFTOFFICERG28GMAJORGIFTOFFICERG28FWORKSTUDYG28BCORRIDORG0048CORRIDORG0041MEETINGROOMG26ENCLOSEDLOGGIAG0041RECEPTIONENTRYG28STGG28ALEADERSHIPGIFTOFFICERG28CASST DIRANNUALFUNDINGG28DDIRECTORALUMAFFAIRSG28KPROVIDE TEMP. 1HRRATED PARTITIONS TOSEPARATECONSTRUCTION FROMEGRESS PATHWAYSMAINTAIN LOADINGDOCK ACCESSSUB PHASE 2ACLINICSOFFICE152CLINICSOFFICE150ELEVATOR10070STAIR 110001STAIR 210002NEW STAIR 2NON-EGRESSEGRESS STAIR 1TEMP CONSTRUCTIONPARTITIONEGRESS STAIR 3ASSOCDEAN128GASSIST DIR128EOPS ASSISTDEAN128DOPS ADMIN128CCAREERSERVICESRECEPTION/ ADMIN.128C.S.INTERVIEW128NC.S.INTERVIEW128MC.S.INTERVIEW130C.S.INTERVIEW132IDF128KDIR. INTER.128HDIRECTOR128JSEMINARROOM129CLINICSRECEPTION&ADMINISTRATION133WAITING136??CLINICSOFFICE138CLINICSOFFICE142CLINICSOFFICE144CLINICSWORKROOM146CLINICSOFFICE157CLINICSDIRECTOROFFICE159CLINICSOFFICE158CLINICSOFFICE156CLINICSOFFICE155CLINICSOFFICE139CLINICSOFFICE137JC10061LOUNGE127CORRIDOR10044RECEP /ADMINDEAN OFSTUD.126ACADEMICCOUNSELDEAN OFSTUD.126CSHAREDCONFERENCEROOM128BEVENTSCOORD.DEAN OFSTUD.126EASSIST.DEANSTUDENTS126FTHERAPYDEAN OFSTUD.126BWORKROOMSTORAGEDEAN OFSTUD.126ASTORAGE128AMEETINGROOM134UNDER CONSTRUCTIONOCCUPIED AREASUPPLY / RETURN AIR RISERPHASING LEGEND:EXIT ELEVATOROCCUPIED AREA EGRESS PATHEXIT STAIRTEMPORARY CONSTRUCTION PARTITIONOFFICE101EXISTING OCCUPANT, EXISTING LOCATIONOFFICE101EXISTING OCCUPANT, DISCONTINUED USEOFFICE101TEMPORARY OCCUPANTOFFICE101END-USE OCCUPANTJC20061MEETINGROOM244LAWYERINGOFFICE256ALAWYERINGRECEPTION256LAWYERINGOFFICE256BLAWYERINGOFFICE256CLAWYERINGOFFICE252TENUREDFACULTYOFFICE250TENUREDFACULTYOFFICE246LAWYERINGOFFICE253FACULTYSUPPORTOFFICE249TENUREDFACULTYOFFICE247TENUREDFACULTYOFFICE245COPY ROOM229ADJUNCTFACULTYOFFICE231MECHSHAFT20063TENUREDFACULTYOFFICE235TENUREDFACULTYOFFICE237TENUREDFACULTYOFFICE241TENUREDFACULTYOFFICE243TENUREDFACULTYOFFICE240TENUREDFACULTYOFFICE238ELEV.20070MECHANICAL20068CIT258MECH ATTIC120069STAIR 120001TENUREDFACULTYOFFICE233TENUREDFACULTYOFFICE232ADJUNCTFACULTYOFFICE230LAWYERINGOFFICE251STAIR 220002MAIL228NEW STAIR 2(NON-EGRESS)EGRESS STAIR 1STAIR 3FACULTYLOUNGE227STAFF FOODLOUNGE226??FIN. AID DIR.OFFICE10025FIRE RATEDPARTITION ATWINDOWS 10'-0"EA SIDE OF STAIRSEMINARROOM129ASSIST DIR128EDIR. INTER.128HOPS ADMIN128CC.S.INTERVIEW128NC.S.INTERVIEW128MC.S.INTERVIEW130C.S.INTERVIEW132STORAGE128AASSIST.DEANSTUDENTS126FACADEMICCOUNSELDEAN OFSTUD.126CTHERAPYDEAN OFSTUD.126BEVENTSCOORD.DEAN OFSTUD.126ESHAREDCONFERENCEROOM128BWORKROOMSTORAGEDEAN OFSTUD.126ACAREERSERVICESRECEPTION /ADMIN.128MEETINGROOM134CLINICSOFFICE155CLINICSOFFICE157CLINICSDIRECTOROFFICE159CLINICSOFFICE158CLINICSOFFICE156CLINICSOFFICE152CLINICSOFFICE150CLINICSWORKROOM146CLINICSOFFICE144CLINICSOFFICE142CLINICSOFFICE138CLINICSRECEPTION&ADMINISTRATION133ELEVATOR10070JC10061STAIR 110001RESTROOM10021CLINICSOFFICE139STAIR 210002CLINICSOFFICE137NEW STAIR 2(NON-EGRESS)EGRESS STAIR 1STAIR 3ASSOCDEAN128GOPS ASSISTDEAN128DIDF128KRESTROOM10020FIRE RATEDPARTITION ATWINDOWS 10'-0"EA SIDE OF STAIRDIR. FINANC.SERVG58CDIR. HUMANRES.G58DASSOC.DEANG58EMEETINGROOMG52WORKROOMG50ASST. DEANCOMMUNICATIONS-WRITER-FORUMWRITER-BUDGETG58BSPD ADMING31CONF.ROOMG39SEMINARROOMG29RECEPTION /ADMIN.G58PAYROLLG58ACOMMUNICATIONSG46STAIR 1G0001ELEV.G0070JCG0081SERVICEG0080ELEVATORG0071SERVICEG0062STAIRG0004SVCG38SERVICEG35STAIR 3G0003STAIR 2G0002JCG0065SPD ASST.DEANG33VESTIBULEG0040NEW EGRESSDOOREGRESS STAIR 1NEW STAIR 2(NON-EGRESS)EGRESS STAIR 3NEW EGRESSDOORASSOC.DEANG28MEXEC. ASST.TO ASSOC.DEANG28LDIRECTORALUMAFFAIRSG28KDIRECTORANNUALFUNDG28JPROGRAMOFFICERG28HMAJOR GIFTOFFICERG28GMAJOR GIFTOFFICERG28FASST DIRANNUALFUNDINGG28DLEADERSHIPGIFTOFFICERG28CMAINTAIN LOADINGDOCK ACCESSFIRE RATEDPARTITION ATWINDOWS 10'-0"EA SIDE OF STAIRWORKROOML30FLEX OFFICEL29FLEX OFFICEL33FLEX OFFICEL31CONFERENCEL39POST DOCL42EXEC DIRL44VISITINGSCHOLARLOUNGE /WORKSPACEL46BIGLS ANDCLARK E.A.RECEPTIONL46STGL46AFLEX OFFICEL52DIRECTORL54ASSIST.DEANL56ASSIST. DIR.L57IGLS OFFICEL55ASSOCDEANL53DININGOFFICESL35KITCHENL35BELEVATORL0071STOR.L35ASERVERYL35CSTORAGEL35DELEC.L0063ELECL0064SVCL0045MECHL0065JCL0061ELEV.L0070STAIR 1L0001DIR.PROGRAMADMISSIONSL58MEN'SRESTROOML0021WOMEN'SRESTROOML0022STAIR 2L0002ELEVATORMACHINE RML0066GENDERNEUTRALTOILETL0023??CORRIDORL0041STORAGEROOML0068NEW STAIR 2(NON-EGRESS)EGRESS STAIR 1EGRESS STAIR 3EVENTROOML28DININGL24FIRE RATEDPARTITION ATWINDOWS 10'-0"EA SIDE OF STAIREDITORS2L58BEDITORS2L58CEDITORS2L58DLAW REVIEWREADINGROOM2L58ELEV.2L0070JLPPREADINGROOM2L46OFFICE2L46AOFFICE2L30COFFICE2L30BSHAREDOFFICE2L30AILJ READINGROOM2L30JC2L0061STAIR 12L0001MEN'SRESTROOM2L0021WOMEN'SRESTROOM2L0022LII BULLETINOFFICE2L37IDF2L35SHAREDADMINOFFICE2L39STAIR 22L0002NEW STAIR 2EGRESS STAIR 1NEW EGRESS DOOR(COMPLETED)JLPPCONFERENCEROOM2L46BFIRE RATEDPARTITION ATWINDOWS 10'-0"EA SIDE OF STAIRSTUDENTGROUPSPACE3L58STUDENTOFFICER3L58JWC3L0021SERVICE3L0068SERVICE3L0063SERVICE3L0066MACHINEROOM3L0060ELEV.3L0070JC3L0061SERVICE3L0062VESTIBULE3L0041STAIR 13L0001SERVICE3L0065STUDENTOFFICER3L58HSTUDENTOFFICER3L58GSTUDENTOFFICER3L58DSTUDENTOFFICER3L58CSTUDENTOFFICER3L58BSTUDENTOFFICER3L58AEGRESS DOOREGRESS STAIR 1STUDENTOFFICER3L58EWORKROOML30FLEX OFFICEL29FLEX OFFICEL33FLEX OFFICEL31CONFERENCEL39POST DOCL42EXEC DIRL44VISITINGSCHOLARLOUNGE /WORKSPACEL46BIGLS ANDCLARK E.A.RECEPTIONL46STGL46AFLEX OFFICEL52DIRECTORL54ASSIST.DEANL56ASSIST. DIR.L57IGLS OFFICEL55ASSOCDEANL53DININGOFFICESL35KITCHENL35BELEVATORL0071STOR.L35ASERVERYL35CSTORAGEL35DELEC.L0063ELECL0064SVCL0045MECHL0065JCL0061ELEV.L0070STAIR 1L0001DIR.PROGRAMADMISSIONSL58MEN'SRESTROOML0021WOMEN'SRESTROOML0022STAIR 2L0002ELEVATORMACHINE RML0066GENDERNEUTRALTOILETL0023CORRIDORL0041CORRIDORL0041STORAGEROOML0068NEW STAIR 2(NON-EGRESS)EGRESS STAIR 1EGRESS STAIR 3EVENTROOML28DININGL24PROVIDE TEMP. 1HRRATED PARTITIONS TOSEPARATECONSTRUCTION FROMEGRESS PATHWAYSSUB PHASE 2AJC20061LAWYERINGOFFICE256ALAWYERINGRECEPTION256LAWYERINGOFFICE256BLAWYERINGOFFICE256CLAWYERINGOFFICE252TENUREDFACULTYOFFICE250TENUREDFACULTYOFFICE246LAWYERINGOFFICE253FACULTYSUPPORTOFFICE249TENUREDFACULTYOFFICE247TENUREDFACULTYOFFICE245COPY ROOM229MECHSHAFT20063TENUREDFACULTYOFFICE235TENUREDFACULTYOFFICE237TENUREDFACULTYOFFICE241TENUREDFACULTYOFFICE243TENUREDFACULTYOFFICE240TENUREDFACULTYOFFICE238ELEV.20070MECHANICAL20068CIT258MECH ATTIC120069STAIR 120001LAWYERINGOFFICE251STAIR 220002MAIL228NEW STAIR 2NON-EGRESSEGRESS STAIR 1STAIR 3(EGRESS)FACULTYLOUNGE227STAFF FOODLOUNGE226??FIN. AID DIR.OFFICE10025STAIR: PHASE 1 USE: PHASE 2 USE:FLOOR:PHASING EXIT STAIR OCCUPANCYSTAIR 1LEVEL 2 X XLEVEL 1 X -GROUND X XLL1 X XLL2 X XLL3 X XSTAIR 2, EXIST:LEVEL 2 - -LEVEL 1 - -GROUND - -LL1 - -LL2 - -LL3 - -STAIR 2, NEW:LEVEL 2 - NRLEVEL 1 - NRGROUND - NRLL1 - NRLL2 - NRLL3 - NRSTAIR 3:LEVEL 2 X XLEVEL 1 X XGROUND X -LL1 X XLL2 XLL3 X X = OCCUPIED, IN USE - = NOT OCCUPIED, CONSTRUCTIONNR = NOT REQUIRED FOR EGRESSFLOOR: USE: PHASE 1 LOAD: PHASE 2 LOAD:PHASING OCCUPANCY LOAD TABLELEVEL 2 B 98 98LEVEL 1 B 117 (CONSTRUCTION)GROUND B 51 59LL1 A & B (CONSTRUCTION) A: 165 / B: 81LL2 B (CONSTRUCTION) 79LL3 B (CONSTRUCTION) 24150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400PAMELA L. REW037828-1G005Phase 2 & Complete -Occupancy & Egress2014-2219406/20/2016CONSTRUCTIONDOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationPhase 2 - Lower Level 3Phase 2 - Lower Level 2Phase 2 - Ground FloorPhase 2 - Level 1PHASE 2 DURATION: APRIL 2017 - DECEMBER 2017PHASE 2 SUMMARY:1. RELOCATE LEVEL 2 ADMINISTRATION & FINANCE TO COMPLETEDSPACE2. RELOCATE LEVEL 1 STUDENT JOURNALS & ORGANIZATIONS TOCOMPLETED SPACE3. TEMPORARILY RELOCATION OF LEVEL 1 FACULTY TO COMPLETEDSPACE4. RENOVATE LEVEL 1 & LEVEL 2.5. RENOVATE GROUND LEVEL EAST OF COLUMN LINE 7.6. PROVIDE TEMPORARY PARTITION AT STAIR 3 FOR EGRESSTHROUGH MYRON TAYLOR HALL.STAIR SCOPE:STAIR 1:• MAINTAIN OCCUPANT EGRESS FROM LEVEL 2 TO LOWER LEVEL 3EXIT DOOR.• PROVIDE SIGNAGE FOR AREAS UNDER CONSTRUCTION ADJACENTTO STAIR 1 (GROUND, LL1, LL2 & LL3)STAIR 2, EXISTING:• REMOVED DURING PHASE 1. COMPLETE ASSOCIATED SCOPE OFWORK ON ALL LEVELS.STAIR 2, NEW:• PROVIDE TEMPORARY CONSTRUCTION PARTITIONS AT ALLLEVELS TO SEPARATE CONSTRUCTION AREAS.STAIR 3:• MAINTAIN ACCESS THROUGHOUT CONSTRUCTION FOR EGRESSTO GROUND LEVEL LOGGIA EXIT DOOR.• PROVIDE SIGNAGE FOR AREAS UNDER CONSTRUCTION ADJACENTTO STAIR 3 (LEVEL 1, GROUND)• PROVIDE TEMPORARY PARTITION ON GROUND LEVEL TOMAINTAIN EGRESS TO EXTERIOR THROUGH MYRON TAYLOR HALLComplete - Level 2Complete - Level 1Complete - Ground LevelComplete - Lower Level 1Complete - Lower Level 2Complete - Lower Level 3Phase 2 - Lower Level 1Phase 2 - Level 2PHASE 3 DURATION: SEPTEMBER 2016 - JANUARY 2018PHASE 3 SUMMARY:1. WEST STAIR CONSTRUCTION AT LEVEL 1 & LEVEL 22. CLOSE OFF STAIR FOR MATERIAL HANDLING AT ALL LEVELS3. RELOCATE PROGRAM SPACES TO DESIGNATED FINAL LOCATIONS4. PROJECT CLOSE-OUTNo. Date Revision FDFDFDFDFDFDFDFDDNSCOPE: APPROX. 6,100 SF (INTERIOR & STAIR 2)SCOPE: APPROX. 11,500 SF (INTERIOR & STAIR 2)SCOPE: APPROX. 11,900 SF (INTERIOR & STAIR 2)SCOPE: APPROX. 11,300 SF (INTERIOR & STAIR 2)ALTNERNATESCOPE: APPROX. 6,100 SF (INTERIOR & STAIR 2)SCOPE: APPROX. 3,200 SFCONTRACT LIMIT LINENOT IN CONTRACTSF INTERIOR SCOPE PER FLOOR:LOWER LEVEL 3:2,800 SFLOWER LEVEL 2:6,100 SFLOWER LEVEL 1:11,300 SFGROUND LEVEL:11,900 SFLEVEL 1:11,500 SFLEVEL 2:5,900 SFATTIC:4,300 SFTOTAL SF:53,800 SF APPROX.SCOPE: APPROX. 3,000 SF (MECHANICAL & STAIR 2)150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400PAMELA L. REW037828-1G006Contract Limit Plans2014-2219406/20/2016CONSTRUCTIONDOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovation 1" = 20'-0"G0061Contract Limit - Level 2 1" = 20'-0"G0062.0Contract Limit - Level 1 1" = 20'-0"G0063Contract Limit - Ground Floor 1" = 20'-0"G0064Contract Limit - Lower Level 1 1" = 20'-0"G0065Contract Limit - Lower Level 2 1" = 20'-0"G0066Contract Limit - Lower Level 3Contract Limit Legend 1" = 20'-0"G0067Contract Limit - Mechanical AtticSEE LANDSCAPE DRAWINGSFOR EXTENT OF SITE WORK1. Post Construction Cleaning byGC to include all spaces inHughes Hall.2. GC responsible for cleaning atall areas including NIC areasrequired for access.General NotesNo. Date Revision CONTRACT LIMIT LINECONTRAC T L I M I T L I N E 1"=10' DEMOLITION PLAN1 C101 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 2014-22194 06/20/16 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationC101 Utility Demolition Plan CONTRACT LIMIT LINE742 743 741 740 7217167157147207227447447 4 1 74 2 743 CONTRAC T L I M I T L I N E 7237247257267277287297307311"=10' EROSION & SEDIMENT CONTROL PLAN1 C102 C102 Erosion & Sediment Control Plan 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 2014-22194 06/20/16 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovation CONTRACT LIMIT LINE742 743 741 740 7217167157147207227447447 4 1 74 2 743 CONTRAC T L I M I T L I N E 7237247257267277287297307311"=10' UTILITY PLAN1 C103 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 2014-22194 06/20/16 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationC103 Utility Plan x x x C201 Details 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 2014-22194 06/20/16 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovation CONTRACT LIMIT LINE ALTERNATE 3:INSTALL CONCRETE TERRACE AND STAIRS PROVIDENEW STORM WATER PIPING AND NEW RETAININGWALLS AND GUARDRAILS.BASE BID: EXISTING TO REMAINHUGHES HALLMAINTAIN ACCESS TOEXTERIOR FROM STAIR 1DURING PHASE 2 ONLYCONSTRUCTION ENTRANCE -180 DEGREE SWING GATECONSTRUCTIONENTRANCETRACKING PADLAYDOWN OR STORAGE TRAILERSCONSTRUCTION FENCING FOR ALTERNATE 3CONSTRUCTION FENCING WITH SCREEN TOBE ANCHORED INTO GROUND ALONG WALKWAY - BASE BIDCONSTRUCTION FENCING FOR BASE BIDCONTRACT LIMIT LINEMAINTAIN PEDESTRIAN PATHWAYDURING CONSTRUCTIONPROTECT EXISTING STORMWATERPIPES DURING CONSTRUCTIONPROTECT EXISTING STORMWATERPIPES DURING CONSTRUCTIONPROTECT EXISTING LIGHT POLEPROTECT EXISTING LIGHT POLEPROTECT EXISTING LIGHT POLECONSTRUCTION ACCESS FOR ALTERNATE 3CONSTRUCTION ACCESS FOR FOR ALTERNATE 3MATERIAL HOISTCONSTRUCTION DUMPSTERTREE PROTECTION FENCEBASE BIDPROVIDE TEMPORARY LIGHTINGALONG SOUTH WALKWAYREMOVE EXISTING DUMPSTERSDURING CONSTRUCTIONCONSTRUCTION DUMPSTERSRELOCATED TEMPORARY BIKERACKS - PROVIDE TO OWNERAFTER CONSRUCTIONMAINTAIN STAIRWAYACCESS DURINGCONSTRUCTIONMAINTAIN DELIVERYACCESS THROUGHOUTCONSTRUCTIONRELOCATE BIKE RACKS TOTEMPORARY LOCATIONRELOCATE BOOK DROP OFFSITE DURING CONSTRUCTION -COORDINATE TEMPORARYLOCATION WITH UNIVERSITYTREE PROTECTION FENCETREE PROTECTION FENCE- FOR ALTERNATE 3PROTECT IDENTIFICATION SIGNAGEPROTECT RECENTLYRENOVATED PARKING SURFACE- REPAIR ALL DAMAGEPROTECT RECENTLYRENOVATED PARKING SURFACE- REPAIR ALL DAMAGEPROTECTIDENTIFICATIONSIGNAGEGENERAL NOTES - SITE LOGISTICS1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROLVEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.2.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS AND TRAFFIC SIGNS TO PROTECT PEDESTRIANSAND MAINTAIN SAFE PASSAGE.3.CONTRACTOR TO SCHEDULE WITH THE UNIVERSITY AND FOLLOW ANY APPLICABLE PROCEDURESWHEN WORK AT ANY BUILDING ENTRANCE/EXIT DOOR WILL TAKE PLACE AND IF TEMPORARY PARTIALCLOSURE NEEDS TO OCCUR.4.ENTRANCE/EXIT DOORS TO ALL BUILDINGS TO REMAIN FULLY FUNCTIONAL AND UNOBSTRUCTED ASREQUIRED BY CODE TO ENSURE THAT PROPER INGRESS AND EGRESS ARE MAINTAINED AT ALLTIMES.5.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS TO MAINTAIN INGRESS AND EGRESS TO ALLBUILDINGS.6.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN.7.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEWCONSTRUCTION.8.SEE CIVIL PLAN FOR UTILITY REMOVALS.9.PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24".10.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK.11.ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVEDFROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.12.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER.13.PROTECT EXISTING TREES TO REMAIN. TREE PROTECTION FENCE TO BE INSTALLED PRIOR TOCONSTRUCTION ACTIVITIES.14.PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION.15.PROTECT BENCHMARKS.LEGENDScale: 1" = 10'-0"DEMOLITION PLAN1Site Logistics Plan2L1010010'20'L001150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194 LAYDOWN OR STORAGE TRAILER AREATREE PROTECTION FENCECONSTRUCTION FENCECONTRACT LIMIT LINETRACKING PAD (SEE CIVIL)L001 4'-0"2'-0"3'-0"MIN.VARIES PER SITE PLAN4"X4"X6' POSTS, TYP.2"X6" RAILS, TYP.FINISH GRADENOTES:1.OUTSIDE EDGE OF GUARD SHOULD BE PLACED AT DRIPLINEOR AS INDICATED ON DEMOLITION PLAN. GUARDS MAY BEPLACED AROUND SINGLE TREES OR GROUPS OF TREES ASSHOWN ON PLAN.16D NAILS, 3.5" LONGREMOVE ASPHALT PAVEMENTSAWCUT ASPHALTREMOVE LOADING ZONE SIGN ANDSTORE FOR REINSTALLATIONREMOVE TREEREMOVE TREE- COORDINATE WITH CAMPUSGROUNDS FOR POSSIBLERELOCATIONREMOVEAND GRUBVEGETATIONREMOVEAND GRUBVEGETATIONREMOVE AND GRUBVEGETATIONLOADING DOCK TO REMAINAND BE PROTECTEDWALLS, STAIRS ANDHANDRAILS TO REMAINAND BE PROTECTEDREMOVE GRANITE CURBREMOVECONCRETEPAVEMENTAIR EXHAUST SHAFT TO REMAIN ANDTO BE PROTECTED. CONCRETECOLLAR AND GRATE TO BE REPLACED.(SEE CIVIL)LIGHT FIXTURE TO BEREFURBISHED / REINSTALLEDCATCH BASIN ADJUSTED TOMATCH GRADE (SEE CIVIL)BLUE PHONE TO REMAIN AND BE PROTECTEDRETAINING WALLTO BE REMOVEDCONCRETE SLABTO BE REMOVEDBLUESTONEPAVERS TO BEREMOVEDCONCRETE SLABTO BE REMOVEDWALL AND HANDRAILTO BE REMOVEDCONTRACT LIMIT LINE RAILING AND GROUT TO BE REMOVED - WALLTO REMAIN AND BE PROTECTEDSAWCUT ASPHALTASPHALT TO BE REMOVEDPARKING SIGN TO REMAINAND BE PROTECTEDFIRE DEPARTMENT CONNECTIONTO REMAIN AND BE PROTECTEDANY ASPHALT PAVEMENT DAMAGEDDURING CONSTRUCTION TO BEREPLACED PER DETAIL 4/L5012L101TREE PROTECTIONFENCE (TYP)REMOVETREEREMOVE AND GRUB VEGETATIONREMOVE AND GRUB VEGETATION(INCLUDED IN BASE BID)REMOVE AND GRUB VEGETATIONALTERNATE 3:INSTALL CONCRETE TERRACE AND STAIRS PROVIDENEW STORM WATER PIPING AND NEW RETAININGWALLS AND GUARDRAILS.BASE BID: EXISTING TO REMAINSAWCUT ASPHALTASPHALT TO BE REMOVEDREMOVE CONCRETE PAVEMENTSTAIRS AND HANDRAILSTO BE REMOVEDWALL AND HANDRAIL TO BE REMOVEDHUGHES HALLEDGE OF EXISTING LOGGIAVEGETATION TO REMAINAND BE PROTECTEDSAWCUT ASPHALTREMOVE ASPHALTSAWCUTASPHALTLIGHT FIXTURE TO REMAIN AND BEPROTECTED (TO BE INSTALLED ASPART OF PATHWAY PROJECT)CONTRACT LIMIT LINELIGHT FIXTURE TO REMAIN AND BEPROTECTED (TO BE INSTALLED ASPART OF PATHWAY PROJECT)LIGHT FIXTURE TO REMAIN AND BEPROTECTED (TO BE INSTALLED ASPART OF PATHWAY PROJECT)BLUESTONE PAVERS TO BE REMOVED -SEE STRUCTURAL FOR CONCRETE BASE REMOVALPROTECT EXISTING STORMPIPES DURING CONSTRUCTIONPROTECT EXISTING STORMPIPES DURING CONSTRUCTIONGROUND LEVELFFE: 744.00LOWER LEVEL 3FFE: 744.00LOWER LEVEL 1FFE: 729.89GROUND LEVELFFE: 744.00SAWCUT ASPHALTRELOCATE BIKE RACKS TOTEMPORARY LOCATIONRELOCATE BOOK DROP OFFSITE DURING CONSTRUCTION -COORDINATE TEMPORARYLOCATION WITH UNIVERSITYPLANT MATERIAL TO BESALVAGED BY CAMPUS GROUNDS- COORDINATE WITH UNIVERSITYANY ASPHALT PAVEMENT DAMAGED DURINGTERRACE CONSTRUCTION TO BE REPLACEDPER DETAIL 4/L501 - ALTERNATE 3SALVAGE, CLEAN, & STORE BENCHFOR REINSTALLATIONREMOVE SMOKE POLE - SALVAGE,CLEAN, AND STORE FORREINSTALLATIONCLEAN AND RESTORE WALL STONE, COPE &GROUT (SEE NOTE 15)TRAFFIC SIGNS TO REMAINAND BE PROTECTEDBUILDING STRUCTURE UNDERGROUND.EXTRA CARE TO BE TAKEN TO PREVENTDAMAGE DURING CONSTRUCTION.ANY ASPHALT PAVEMENT DAMAGEDDURING CONSTRUCTION TO BEREPLACED PER DETAIL 4/L501ANY ASPHALT PAVEMENT DAMAGEDDURING CONSTRUCTION TO BEREPLACED PER DETAIL 4/L501TREE PROTECTION FENCECONTRACT LIMIT LINEGENERAL SHEET NOTES - DEMOLITIONSAWCUT PAVEMENTTREE TO BE REMOVEDCURB TO BE REMOVEDSIGN OR LIGHT FIXTURE TO BE REMOVED OR RELOCATED1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROLVEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.2.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS AND TRAFFIC SIGNS TO PROTECT PEDESTRIANSAND MAINTAIN SAFE PASSAGE.3.CONTRACTOR TO SCHEDULE WITH THE UNIVERSITY AND FOLLOW ANY APPLICABLE PROCEDURESWHEN WORK AT ANY BUILDING ENTRANCE/EXIT DOOR WILL TAKE PLACE AND IF TEMPORARY PARTIALCLOSURE NEEDS OCCUR.4.ENTRANCE/EXIT DOORS TO ALL BUILDINGS TO REMAIN FULLY FUNCTIONAL AND UNOBSTRUCTED ASREQUIRED BY CODE TO ENSURE THAT PROPER INGRESS AND EGRESS ARE MAINTAINED AT ALLTIMES.5.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS TO MAINTAIN INGRESS AND EGRESS TO ALLBUILDINGS.6.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN.7.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEWCONSTRUCTION.8.SEE CIVIL PLAN FOR UTILITY REMOVALS.9.PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24".10.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK.11.ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVEDFROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.12.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER.13.PROTECT EXISTING TREES TO REMAIN. TREE PROTECTION FENCE TO BE INSTALLED PRIOR TOCONSTRUCTION ACTIVITIES.14.PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION.15.CONTRACTOR TO CLEAN AND RESTORE WALL STONE, COPE & GROUT. ANY CHIPPED, BROKEN, ORMISSING WALL STONES, COPE, OR GROUT TO BE REPLACED WITH MATCHING MATERIALS APPROVEDBY LANDSCAPE ARCHITECT.16.PROTECT BENCHMARKS.CONCRETE PAVEMENT AND SUBBASE TO BE REMOVEDASPHALT PAVING AND SUBBASE TOBE REMOVEDBLUESTONE PAVERS AND SUBBASE TO BE REMOVEDVEGETATION TO BE REMOVEDWALLS AND STAIRS TO BE REMOVEDLEGENDScale: 1" = 10'-0"DEMOLITION PLAN1Demolition Plan2L1010010'20'Scale: 1/4"=1'-0"TREE PROTECTION (CORNELL STANDARD)2L101L101150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194L101 +/-27.50' +/-17.50' CONTRACT LIMIT LINE DABG+/-7.75'ALIGN WITH PLAZASTONE BANDING4.50'R15' L13. 7 5 '12.25'BUILDING STRUCTURE UNDERGROUND.EXTRA CARE TO BE TAKEN TO PREVENTDAMAGE DURING CONSTRUCTION.44.00'10.50'ALIGN NORTH EDGE OFPAVEMENT WITH NORTHEDGE OF CONCRETERING AROUND AIR VENTALTERNATE 3:INSTALL CONCRETE TERRACE AND STAIRS PROVIDENEW STORM WATER PIPING AND NEW RETAININGWALLS AND GUARDRAILS.BASE BID: EXISTING TO REMAINEXISTING CHAIN LINK FENCE -TO REMAIN AND BE PROTECTEDR3'13.25'E37.75'17.75'4 . 2 5 'ENEW POLE MOUNTEDLIGHT FIXTURE(SEE ELECTRICAL)BICYCLE PARKING16.25'+/-6.50'B2.25' TYPCENTER ONBUILDINGCOLUMNS+/-2.00' TYPEQ. SPACINGBETWEEN BUILDINGCOLUMNS+/-7.00' TYP EQ. SPACING +/-4.50' TYP EQ. SPACING AIR VENT / ACCESS WAY TO REMAIN -CONCRETE COLLAR AND GRATE TO BEREPLACED (SEE (6/C201)ALIGN STONE BANDINGWITH CONCRETE COLLARALIGN STONE BANDING WITHCONCRETE COLLAR+/-0.66'TYP7.75'6.50' 7.50'2.50'0.50' 0.50'3.00'TYP6.50'132°0 . 7 5 '7.00'+/-7.50' TYPEQ. SPACING6.00'EQ.+/-4.22'ALIGN WITHWALL FACES2 1 . 8 4 '2.00'+/-1.75'+/-80.00'6.25' 1.66' 6.00'5.50'2.00'1.25' TYPCENTER ONWINDOWCOLUMNS+/-1.25' TYPEQ SPACINGBETWEEN SCORINGBANDSRADIUS WALK TO MATCHWIDTH OF OPENING1.00' +/-3.00' +/-4.25' TYP EQ. SPACINGR2'FACE OF WALLPARALLEL TO FACEOF BUILDING5.25'EQ.EQEQEQEQ 9.25'1.25'REINSTALLEDLIGHT POLE(SEE ELECTRICAL)REINSTALLED BENCH - CENTERED FRONT TO BACK ON PAD(SS SURFACE MOUNTING BOLTS PROVIDED BY CONTRACTOR)ALIGN WALK EDGEWITH FACE OF WALLCAMPUS BOOK DROP - CENTERED FRONT TO BACK ON PAD(INSTALLED BY OWNER)R4'11.75'+/-12.25'R32'L12.5'5.00'HUGHES HALL+/-0.50'+/-4.50' O.C.EQ. POST SPACING(SEE NOTE 8)0.25'+/-2.75' O.C. EQ. POST SPACING R4 9 '+/-4.50' O.C.EQ. POST SPACING(SEE NOTE 8)+/-4.00' O.C.EQ. POSTSPACING0.50'0.50'CONTRACT LIMIT LINECANTILEVERED STAIR TOWER ABOVE(SEE ARCHITECTURAL DRAWINGS)12.00'PIN TO SLAB AT LOGGIA FACE(SEE ARCHITECTURALDRAWINGS)1.66'COVERED ENTRYWAYBUILDING FACE ABOVEHCATCH BASIN - ADJUST TO GRADE (SEE CIVIL)SIDEWALKTERRACEDRAINAGE BASIN(SEE CIVIL)ALIGN WITH EDGE OF EXISTINGASPHALT PAVEMENTASPHALT WALKWAY CENTEREDON CURB CUT AND PARALLEL TOBUILDING FACECURB TO REMAIN ANDBE PROTECTEDCLCLCL34.50'34.50'12.75'3.50'20.25'2.50'R71'L36'R179'L55'R136'R84'L55'8.50'R5'K+/-9.50'5.00'+/-6.25'1.00'1.00'+/-3.00'EQ SP+/-2.50'EQ SP +/-3.25'EQ SP 6.75'R3'R3 ' 2.50'REINSTALLEDLOADINGZONE SIGNNEW ASPHALT WALKWAYALTERNATE 3NEW ASPHALT WALKWAYBASE BIDREINSTALLED SMOKE POLE - PROVIDE FOUNDATION TO MATCH EXISTING1.50'9.25'2 . 0 0 'SEE STRUCTURAL FOR CONCRETERAMP BASE INSTALLATION+/-4.00' TYPEQ. SPACINGBETWEEN BUILDINGCOLUMNS+/-1.00' MATCH COLUMN DEPTH+/-2.75'(TYP)BBCEXISTING BLUE LIGHT TO REMAINAND BE PROTECTEDL50113L50112L50111EXISTING INLET -TO REMAIN AND BEPROTECTEDEXISTING CURB - TO REMAINAND BE PROTECTEDCF5' TALL - BLUESTONE VENEERCONCRETE RETAINING WALL -ALIGN EDGE OF WALL WITHCORNER OF BUILDINGL5027BIJI3.25'CENTER OPENINGON DOORWAYL50113REPLACE ASPHALT PATHWAYALIGN EDGE WITHEXISTING WALLCLL5022EQEQEQEQEQEQ EJEJEJ EJ EJ EJ EJ EJ KEYMATERIALDETAILMEDIUM DUTY CONCRETE PAVEMENTMEDIUM DUTY ASPHALT PAVEMENTHEAVY DUTY ASPHALT PAVEMENTADA CURB RAMP - TILESGRANITE PAVERS ON CONCRETE SLABGRANITE PAVER BANDING ON CONCRETE BASEASPHALT PATCHPIN AT BUILDINGGUARDRAILADA CURB RAMPGRANITE CURBCONCRETE STAIRS / HANDRAILDECORATIVE GUARDRAIL ON EXISTING WALLBICYCLE RACKS (5 TOTAL)VENEER CONCRETE BLUESTONE RETAINING WALLDRY LAID BLUESTONE RETAINING / SEAT WALLPIN AT UTILITY VENT CONCRETE COLLAR150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194EFABCDCONTRACT LIMIT LINETOOL JOINTLEGEND1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIESON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANYAND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION.2.SEE CIVIL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES.3.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND ELECTRICAL AND LIGHTING.4.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE OR AS INDICATED ON PLANS OR DETAILS,AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.5.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORTDISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING.6.DO NOT SCALE FROM MEASURING DRAWINGS.7.WALKS, DRIVES, CURBS, & PARKING TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR.8.POST SPACING OF DECORATIVE GUARDRAIL ON EXISTING WALL TO MATCH EXISTING RAILINGPOST LOCATIONS, CONTRACTOR TO FIELD VERIFY PRIOR TO FABRICATION. PATCH EXISTINGPOST CUTOUTS WITH AS NEEDED.9.SITE DRAWINGS BASED ON SURVEY BY:T.G. MILLER PC203 North Aurora Street Ithaca, NY 14850(607) 272-6477GENERAL SHEET NOTES - LAYOUTL201Layout PlanG0010'20'LIGHTING LEGENDNEW POLE BASE W/REFURBISHED /REINSTALLEDPOST TOP LIGHT FIXTUREScale: 1" = 10'-0"LAYOUT PLAN111-12L5014L5011,4,5L50210L50118L5015,6L5021-3L50114L5016L5019L5015,8L50210L5016L50113L501H9L502IJNEW POST TOP LIGHT FIXTUREDESIGN BASIS: STERNBERG: 93-12-TO-BKHEIGHT: 12'-0' HT POLEL201POST TOP LIGHT FIXTURE(INSTALLED AS PART OFPATHWAY PROJECT)5L5017L501KEXPANSION JOINTSAWCUT PAVEMENTEJ EE 729.871/4" MAX. BELOW FFE1.5%EE 729.871/4" MAX. BELOW FFETW 732.00BW 729.85TS 729.70BS 724.5010 STAIRS.52 RISER W/ 2% WASHTW 729.70BW 725.20724.90TW 732.00BW 730.00TW 729.85BW 724.671.5%1.5%TW/BW 729.70FLUSH W/ GRADECONTRACT LIMIT LINE 2.0%744.00743.44743.86744.08744.00744.001/4" MAX. BELOW FFE2.0% 2.0% 2.0%EL 743.724.9% MAX.742743.48TC/BC 740.30NEW BUILDINGENTRANCE742.11743.561.4%743741SWALE 740740.89740.46TC 740.85BC 740.35TC 739.48BC 739.15SWALETC/BC 740.39TW 732.00BW 731.70TW 732.00BW 731.70721740.96743.85716715714720722GROUND LEVELFFE: 744.02743.77743.88743.88EE 744.001/4" MAX. BELOW FFE743.77744ALTERNATE 3:INSTALL CONCRETE TERRACE AND STAIRS PROVIDENEW STORM WATER PIPING AND NEW RETAININGWALLS AND GUARDRAILS.BASE BID: EXISTING TO REMAIN729.90729.94729.87743.10742.30724.29TW 725.00BW 724.48725.70724.21EE 724.651/4" MAX. BELOW FFETS 729.70TW 729.77BW 729.77BS 724.50TW 729.77BW 724.48TW 729.70FLUSH W/ UPPERTERRACE PAVEMENT(ENTIRE WALL)TOP OF WALLSLOPED WITH STAIRS2.0%1. 5 %729.87TIE INTO EXISTING+/-741.79741.73741.80DRAIN BASINRIM 740.50(SEE CIVIL)742.30DRAIN BASINRIM 742.00(SEE CIVIL)744.082 . 0%740.39TC 740.65BC 740.15TIE INTO EXISTING+/-739.38744743.98 TYP(BUILDING COLUMNS)TW 729.90BW 729.80744.00 TYP(BETWEEN COLUMNS)TC 741.04BC 740.54741.00MANHOLE - RAISERIM FLUSH WITHGRADE (SEE CIVIL)741742743TRENCH DRAINFLUSH WITHGRADE (SEE CIVIL)HPS 743.10TW 732.00BW 729.70729.50BC 739.50TIE INTO EXISTINGTC +/- 739.01BC +/-738.72TC +/- 741.07BC 740.74TC 741.10BC 740.75TIE INTO EXISTING+/-741.826.5%HPS 742.00740.80740.42740.46740.842 . 0%TC +/-740.10BC 739.772.0%1.0% 740.87 740.87740.752.0%740.18740.272.0%HUGHES HALLCONTRACT LIMIT LINETIE INTO EXISTING+/-730.84SEE ARCH SPECIFICATIONSFOR WATERPROOFINGSEE ARCH SPECIFICATIONSFOR WATERPROOFINGSEE ARCH FOR WALLTREATMENT ANDWATERPROOFING713.70742.63713.20713.24742.63713.701.8%3.9%LOWER LEVEL 3FEE: 713.72SEE ARCH FOR WALLTREATMENT ANDWATERPROOFINGLOWER LEVEL 1FEE: 729.89GROUND LEVELFFE: 744.02FLUSH WITHEXISTING GRADE717718719713712723724TIE INTO EXITING GRADE+/-711.65TIE INTO EXITING GRADE+/-711.50TIE INTO EXITING GRADE+/-711.69725726727728729730731TIE INTO EXISTING+/-731.02BUILDING STRUCTURE UNDERGROUND.EXTRA CARE TO BE TAKEN TO PREVENTDAMAGE DURING CONSTRUCTION.TW 729.85BW 729.85TW 729.77BW 729.771.8%EXCAVATE EXISTING TOPSOIL AND FILLIN FRONT OF WALL AND ADD NEWGUARDRAIL TO TOP OF EXISTING WALL.(SEE NOTE 12 FOR DRAINAGE)MM/DD/YYYYDRAWNBYCHECKEDBY150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-221941.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUNDUTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACTUTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START.2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.3.GRADING AROUND EXISTING TREES TO BE MINIMIZED.4.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TOBE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES.5.PNEUMATIC AIR SPADE TO BE USED, AND LANDSCAPE ARCHITECT TO BE PRESENT, WHILEEXCAVATING AROUND ROOTS OF EXISTING TREES.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BEADJUSTED TO MEET PROPOSED GRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE.11.PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION.12.CONTRACTOR TO EXTEND EXISTING WALL DRAINAGE SYSTEM UPWARDS (IF PRESENT) WHENFILLING AGAINST EXISTING RETAINING WALL.13.SEE CIVIL DRAWINGS FOR PROPOSED UTILITIES.GENERAL SHEET NOTES - GRADINGLEGENDEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED SPOT ELEVATIONBC = BOTTOM OF CURBTC = TOP OF CURBEE = ENTRANCE ELEVATION (1/4" BELOW FFE MAX)PROPOSED AREA DRAIN (SEE CIVIL)BW = BOTTOM OF WALLTW = TOP OF WALLPROPOSED CONTOURL301Grading PLanBS 730.100010'20'Scale: 1" = 10'-0"GRADING PLAN1730729HPS = HIGH POINT OF SWALETRENCH DRAIN (SEE CIVIL)L301 CONTRACT LIMIT LINE ALTERNATE 3:INSTALL CONCRETE TERRACE AND STAIRS PROVIDENEW STORM WATER PIPING AND NEW RETAININGWALLS AND GUARDRAILS.BASE BID: EXISTING TO REMAIN10SN14PL*19RN12SN5IM10HQ18RN9MP11HQ7CS14DL12RA8DL7DL12RA14SI3JV5MP1AA2CK10.00'HUGHES HALLCONTRACT LIMIT LINE9DL6HQ9PL*1ML150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194EXISTING TREE TO REMAINLEGENDNEW SHRUBS / GRASSES / PERENNIALS(WITH 4" MULCH AND 24" PLANTING SOIL)++++++++CONTRACT LIMIT LINEGENERAL SHEET NOTES - PLANTING & SOILS1.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIRENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALL BY 3XTHE DIAMETER.2.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS ANDPERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.3.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICANSTANDARD FOR NURSERY STOCK".5.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.6.PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION.7.CONTRACTOR RESPONSIBLE FOR FINE GRADING AND LAWN REPAIR AS SPECIFIED IN ALLDISTURBED AREAS NOT SHOWN AS BUILDING, PAVED OR PLANTING BEDS, UNLESS OTHERWISENOTED.PROPOSED TREE(WITH 5' DIA. HARDWOOD MULCH RING)LAWN AREA SOD(WITH 6" PLANTING SOIL)16L50117L50115L501L401Planting Plan0010'20'Scale: 1" = 10'-0"PLANTING PLAN1SYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSPERENNIALSPL23Paeonia lactifolia 'Festiva Maxima'Double White Peony2 galContfullSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSSHRUBSCS7Cornus sericea 'Cardinal'Cardinal Redtwig Dogwood#5ContfullDL38Diervilla lonicera 'Copper'Dwarf Bush Honeysuckle#3Cont.fullHQ27Hydrangea quercifoliaOak Leaf Hydrangea#5Cont.fullIM5Ilex x meserveae 'Blue Princess'Blue Princess Holly#5ContfullJV3Juniperus virgineana 'Grey Owl'Grey Owl Juniper#3Cont.fullMP14Morella PensylvanicaNorthern Bayberry#5Cont.fullRA24Rhus aromatica 'Gro-Low'Grow Low Sumac#3ContfullRN37Rosa x 'Noaschnee'Flower Carpet White Rose#3Cont.fullSI14Stephanandra incisa 'Crispa'Cutleaf Stephanandra#5ContfullSN22Spiraea nipponica 'Snowmound'Snowmound Spirea#3Cont.fullSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSBULBS*C800CrocusGiant mixedeaBulbH400HyacinthHyacinth 'Carnegie' and'Blueice'eaBulbSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSTREESAA1Amelanchier x grandiflora 'Autumn brilliance'Serviceberry6-8'B&BmultistemCK2Cornus kousa var. chinensisKousa Dogwood6-8'B&BmultistemML1Magnolia liliflora 'Jane'Jane Magnolia8'-10'B&BmulitstemNOTE:*BULBS TO BE PLANTED 4" O.C. AMONG Paeonia lactifolia (PL*) IN GROUPINGS OF 50-75.L401 Scale: 1/4"=1'-0"TREE PLANTING17PLANT SHALL BE SET AT OR SLIGHTLYABOVE THE ESTABLISHED FINISHGRADE. TRUNK FLARE SHALL BE VISIBLE4" SPECIFIED SHREDDED BARK MULCHUNTIE AND ROLL BACK BURLAPFROM MIN. 1/3 OF ROOT BALL.SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIREBASKETS AND REMOVE.SPECIFIED PLANTING SOILGRADE TO FORM SAUCER IN LAWNAREAS ONLYSCARIFY SIDES AND BOTTOM OF TREEPIT TO PREVENT GLAZING OFSUBGRADE. SET TREE DIRECTLY ONSUBGRADE OR TAMPED SOIL TOPREVENT SETTLINGVARIESFINISHED GRADEDEPTH OF ROOT BALL +/-6"EXISTING SUB GRADE3X WIDTH OF ROOT BALL6" MINScale: 1/4"=1'-0"SHRUB PLANTING16NOTES:1.PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2.PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLING3.NO SHREDDED BARK OR WOOD CHIPS TOLAY AGAINST COLLAR OF SHRUB OR TREESHREDDED BARK MULCH,EXTENT OF BEDLINE:·4" (100mm) FOR SHRUBS·3" (75mm) FOR PERENNIALSAND BULBSROPES OR WIRE AT TOP OF BALL SHALL BECUT: REMOVE TOP 13 OF BURLAP. REMOVEALL WIRE OR ANY NON-BIODEGRADABLEMATERIAL, IF CONTAINER OR POT GROWN,REMOVE ENTIRE COVERINGSPECIFIED PLANTING SOILSPADED BED EDGECOMPACTED BASESCARIFY SIDES AND BOTTOM OFBED BIT TO PREVENT GLAZINGOF SUBGRADEPLANT SO THAT THE ROOT FLARE IS AT ORSLIGHTLY ABOVE ADJACENT FINISHEDLANDSCAPE GRADEWIDTH OF BACK FILL AREA TO BE112 TIMES DIAMETER OF BALLNOTES:1.DO NOT PRUNE THE TREE UNLESSDIRECTED BY THE LANDSCAPE ARCHITECT2.STAKE TREES ONLY UPON THE APPROVALOF THE LANDSCAPE ARCHITECT3.WRAP TREE TRUNKS ONLY UPON THEAPPROVAL OF THE LANDSCAPE24" MIN.1"=1'-0"LAWN AREA - SODDING15LAWN SODEXISTING LAWN6"UNDISTURBED AND/ORCOMPACTED SUBGRADETURF SOIL - 4" AFTERCOMPACTION6"DECOMPACTION - 23 EXISTING SOILTILLED WITH COMPOSTNOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"ADJACENT PAVINGADJACENT PAVEMENT OR LAWNScale: 1"=1'-0"GRANITE CURB (CORNELL STANDARD)14TYPE "A" GRANITE CURBING5"X16", SAWN TOP SPLIT FACE (4'MINIMUM LENGTH)VARIESFINISHED GRADE"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURB1'-4"3"5""DRY" CONCRETE MIX AS CURBBEDDING12" EXPANSION JOINT AND JOINTSEALANT BETWEEN GRANITE ANDCONCRETE9"6"6"NYSDOT TYPE 4 SUBBASECOMPACTED IN 5" LIFTSUNDISTURBED EARTHELEVATIONPLANDRY CONCRETE MIX AS BED"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBUSE FLEXIBLE CAULK AT 150'INTERVALS FOR EXPANSION, OTHERJOINTS < 18" GAPDRY CONCRETE MIX AS BED"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBGRANITE CURBWIDTH AS SHOWN ON PLANNOTES:1.SEE PLANS FOR SAWED JOINTS, EXPANSION JOINTS(EJ), LAYOUT WIDTHS, RADII AND FINISHES.2.OVERLAP MESH SHEETS 1'-0" MIN.1/2" EXPANSION JOINT (EJ)/CONSTRUCTION JOINT (CJ) ANDJOINT FILLER AND JOINT SEALANT1/2" EPOXY COATED SMOOTH DOWELx 18" W/ PLASTIC SLEEVE AT 18" O.C.EJScale: 1"=1'-0"TYPICAL CONCRETE JOINTS21" DEEP SAWED JOINTEXISTING STRUCTUREBELOWWIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWNON GRADING PLANScale: 1"=1'-0"GRANITE PAVERS ON CONCRETE BASE OVER STRUCTURE5LATEX FORTIFIED MORTAR BEDGRANITE PAVING WITH POLYMERICSAND SWEPT JOINTSNOTES:1.PROVIDE WEEPS 12" IN DIA. IN CONCRETE EVERY 12"ALONG LINE OF LOW POINT. OVER WEEPS WITH 12"SQUARE OF FILTER FABRIC BEFORE PLACEMENT OFSETTING BED.2.GRANITE SIZING AND PATTERNING AS PER ASHLARPATTERN.3.PROVIDE A RANGE OF SIZES IN REPEATING ASHLARPATTERN.2"1"CONCRETE BASE(SEE STRUCTURAL) REPEATING ASHLAR PATTERN24"x18"24"x24"12"x12"18"x12"24"x12"LIGHT BROOM FINISH.BROOM PERPENDICULARTO LINE OF TRAFFIC.NOTES:1.SEE PLANS FOR LOCATION OF SCORE JOINTS.2.BROOM PERPENDICULAR TO LINE OF TRAFFIC.WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLAN Scale: 3/4"=1'-0"TYPICAL CONCRETE LIGHT BROOM FINISH3SAWN CONTROLJOINTSCONCRETE WALKWELDED WIRE MESH FLAT SHEETS6" X 6" X 0.25 SET ON CHAIRSGRANULAR BASE, N.Y.S.D.O.T.TYPE 2COMPACTED SUBGRADENOTES:1.SEE PLANS FOR SAWED JOINTS, EXPANSION JOINTS (EJ),LAYOUT WIDTHS, RADII AND FINISHES.WIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWNON GRADING PLAN5"8"Scale: 1"=1'-0"MEDIUM DUTY CONCRETE PAVEMENT1Scale: 1/2"=1'-0"BLUESTONE SEAT WALL (CORNELL STANDARD) - ADD ALT 312NOTES:1.BLUESTONE FOR WALLS TO BE SAWED BED MODULAR WALL STONE IN 2", 4", 6" AND 8" THICKNESSES, WITHA MIX OF ROCKED AND SEAMED FACES.2. PROVIDE BATTERED FACE.3.COPE TO BE CUT ON A RADIUS.4. PITCH HORIZONTAL COURSES TO THE REAR.5. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVE CONSISTENTJOINTING NO GREATER THAN 1/4".6.PROVIDE URETHANE CONSTRUCTION ADHESIVE TO BOND COURSES AND COPE.7.COPE STONES TO BE +/-4.5' MAX LENGTH. SEE L201 FOR APPROXIMATE JOINT LOCATIONS.8.SUBMIT SHOP DRAWINGS FOR COPE STONES PRIOR TO FABRICATION.1"12"FINISH GRADE3" LEVELING COURSECOMPACTED SUBGRADE2'-0"4"VARIESSEE L301112"112"2"3"Scale: 1/2"=1'-0"STONE RETAINING WALL (CORNELL STANDARD) - ADD ALT 311DRY LAID WALL STONEDRAINAGE STONEFILTER FABRIC AROUNDDRAINAGE FILL ANDBEHIND WALL#1B LEVELING COURSEBACKFILL2'-0"4" PERFORATED UNDER DRAINCONNECTED TO STORM SEWERCOMPACTED TYPE 4SUBBASE#2 STONE BASE COURSEADJACENT PAVEMENT,PLANTING, OR GRAVEL MULCH2'-0"SAWN AND THERMALLEDBLUESTONE COPENOTES:1.BLUESTONE FOR WALLS TO BE A MIX OF SAWED AND SPLIT BED, COURSED RANGE ASHLAR PATTERN WITHVARIED UNIFORM COURSE HEIGHTS AND RANDOM LENGTHS.2.RISES: 2 INCHES TO 8 INCHES IN 2-INCH INCREMENTS; LENGTHS: 4 INCHES TO 48 INCHES, 24-INCHAVERAGE; DEPTH: 18 INCHES TO 24 INCHES FOR SITE RETAINING WALLS.3.PROVIDE BATTERED FACE, PITCH HORIZONTAL COURSES TO THE REAR.4.STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVE CONSISTENTJOINTING NO GREATER THAN 1/4".5.PROVIDE URETHANE CONSTRUCTION ADHESIVE TO BOND COURSES AND COPE.6.DRAINAGE FILL SHALL BE PLACED AS EARTH BACKFILL IS PLACED AND COMPACTED IN ALTERNATE LIFTS.BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED WITH EQUIPMENT NO HEAVIERTHAN A WALK BEHIND VIBRATORY ROLLER.7.COPE STONES TO BE +/-4.5' MAX LENGTH. SEE L201 FOR APPROXIMATE JOINT LOCATIONS.8.SUBMIT SHOP DRAWINGS FOR COPE STONES PRIOR TO FABRICATION.1"12"4"VARIESSEE L301FINISH GRADE2"3"1"Scale: 1/4"=1'-0"ADA CURB RAMP10SEE PLANSEE PLANDETECTABLE WARNINGS - SEE SPECS.NOTES:1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS.2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.SEE PLAN121ISOMETRIC VIEW N.T.S.PLANSEE PLAN2% MAX.PITCH 2%7'-6"PITCH 1:12MAX.1:12 MAX.CONCRETE PAVEMENT AT BUILDINGTHRESHOLDS4"4"BUILDING FACE#4 EPOXY-COATED SMOOTH DOWELAT 16" O.C. GREASE AND CAST INTOFOUNDATION WALL.RIGID INSULATION (SEE ARCHITECTURALDRAWINGS)EXPANSION JOINTScale: 1"=1'-0"PIN AT BUIDLING 18VARIES +/- 4"(VERIFY IN FIELD)EXISTING BRICK LEDGE ANDEXISTING BUILDING FOUNDATION150.0°SAWCUT RESURFACE LIMITLOCATION AS SHOWN ON PLANSCLEAN AND APPLY TACK COATINCLUDING VERTICAL SURFACEPRIOR TO BINDER OVERLAY TOIMPROVE BINDINGEXISTING ASPHALTEXISTING SUBBASE COURSEScale: 1"=1'-0"ASPHALT PATCH91'-6"COMPACTED NYSDOT TYPE 2CRUSHER RUNNYSDOT TYPE 7 TOP COURSENYSDOT TYPE 3 BINDER COURSENYSDOT TYPE 1 DENSE BASEASPHALTCOMPACTED NYSDOT TYPE 4SUBBASECOMPACTED SUBBASE1" 2"3"3"9"EXISTING BASE COURSE1 1/2"NYSDOT TYPE 7 TOP COURSE COURSEScale: 1"=1'-0"MEDIUM DUTY ASPHALT PAVEMENT43" COMPACTED NYSDOTTYPE 2 CRUSHER-RUNNYSDOT TYPE 3 BINDER COURSEFABRIC TO WRAP 12" UNDERASPHALT BINDER COURSECOMPACTED SUB-GRADE1'-0"TAMP EDGES - FILL & FEATHER TOMEET EXISTING GRADESEPARATION FABRIC1'-0"3"3"6" NYSDOT TYPE 4 SUBBASE6" 1"NYSDOT TYPE 7 TOP COURSE COURSE3" COMPACTED NYSDOTTYPE 2 CRUSHER-RUN2"NYSDOT TYPE 1 DENSE BASE ASPHALTCOMPACTED SUB-GRADEScale: 1"=1'-0"HEAVY DUTY ASPHALT PAVING83"9" NYSDOT TYPE 4 SUBBASE ORAPPROVED ASPHALT MILLINGS9"SEPARATION FABRIC3"NYSDOT TYPE 3 BINDER COURSE1'-1"COMPACTED SUBGRADE# 4 EPOXY COATED REBAR 12" O.C.SAWN AND THERMALLEDBLUESTONE COPE4" THICKWALLSTONEADJACENT PAVEMENTVARIES SEE L301 8"8"8"(4) # 5 EPOXY COATED SUPPORT BARSGRANULAR FILL#5 EPOXY COATED BARS @ 24" O.C.8"Scale: 1/2"=1'-0"BLUESTONE VENEER WALL - ALTERNATE 3131/4" JOINT FILLER WITH CAULK1'-8"1"6"4"NOTES:1.BLUESTONE VENEER FOR WALLS TO MATCH BUILDING VENEER STONE IN SIZE, CUT, COLOR AND FINISH.2.PROVIDE URETHANE CONSTRUCTION ADHESIVE TO BOND COURSES AND COPE.3.ALL COPE DIMENSIONS TO BE FIELD VERIFIED.4.WALL TO BE PINNED TO BUILDING STRUCTURE WHERE SURFACES MEET.5.WALL STONE TO BE REUSED FROM STONE REMOVED FOR EAST STAIR TOWER. CONTRACTOR TO PROVIDEADDITIONAL MATCHING WALL STONE APPROVED BY LANDSCAPE ARCHITECT IF NECESSARY7.COPE STONES +/-4.5' MAX LENGTH. SEE L201 FOR APPROX. JOINTS, COORDINATE WITH GUARDRAIL POSTS.8.SUBMIT SHOP DRAWINGS FOR COPE STONES PRIOR TO FABRICATION.VARIES -SEE ELEVATIONS (4'-0" MIN.) 8"UNDER DRAIN (SEE CIVIL DRAWINGS)DOVETAIL WALL TIESGRANULAR FILLAIRSPACE WITH FILLEDWITH DRAINAGE MESHDETAIL:PIN WALL TO BUILDING18" EXPOXY COATEDDOWELS IN SLEEVE1'-6" (O.C. TYP) BUILDING WALL 4"UNDISTURBED SUBGRADEWIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWN ONGRADING PLAN8"Scale: 1"=1'-0"GRANITE PAVER BANDS OVER CONCRETE 63"3"POLYMERIC SAND JOINTS5"COMPACTED SUBBASEMEDIUM DUTY CONCRETE WALKGRANITE SETT BANDSAND SETTING BED3"1"4"1" DIA. WEEP HOLES @ 6'-0"SPACING ON DOWN SLOPESIDE (PITCH AT 2% MIN) -COVER TOP OF HOLES W/ 12"BY 12" DRAINAGE FABRICUNDISTURBED SUBGRADE8"Scale: 1"=1'-0"PIN AT UTILITY VENT CONCRETE COLLAR75"2"POLYMERIC SAND JOINTS (WHERE APPLICABLE)1'-2"COMPACTED SUBBASE#4 EPOXY-COATED SMOOTH DOWEL AT 16" O.C.GREASE AND PIN AT NEW CONCRETE COLLARGRANITE SETT BAND (WHERE APPLICABLE)SAND SETTING BED (WHERE APPLICABLE)1"4"EXPANSION JOINTNEW CONCRETE COLLAR FOR UTILITY VENTFINISH TO MATCH CONCRETE PAVEMENT(SEE CIVIL DRAWINGS)FINISH GRADE WITH CONCRETE IS FLUSHWITH COLLAR150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194L501Site Details 214"FORGED ARCHITECTURALBRONZE HANDRAILScale: 6"=1'-0"BRONZE HANDRAIL / GUARDRAIL5STEEL CHANNELCOMPACTED SUBGRADEEPOXY COATED #5 @ 12" O.C.EPOXY COATED #4 @ 12" O.C.SUBBASE TYPE 2#4 EPOXY COATED NOSING BAR - 2"MINIMUM CLEAR FROM SURFACEFABRICATE ORFIELD BENDREBARScale: 1/2"=1'-0"CONCRETE STAIR - SECTION - ALTERNATE 31R12"NOTE:1.STEP HEIGHT EQUALS HEIGHT AT NOSE (RISERHEIGHT) PLUS 1/4" WASH. RISER HEIGHT: 6 1/4" TREAD DEPTH: 14"2.NUMBER OF STAIR RISERS: 1018" LONG, #4 EPOXY COATEDSMOOTH DOWEL AND PLASTICDOWEL SLEEVE, TOP ANDBOTTOM OF STAIR.EXPANSION JOINT1'-2"6"6"1'-4"1'-0"1'-4"10"10"1'-0"9"8"8"8"MEDIUM BROOM FINISHScale: 1/2" = 1'-0"STAIR - HAND RAIL PLAN AND SECTION - ALTERNATE 34BOTTOM OF STAIRNOTES:1.FIELD MEASURE STAIRS ONCE BUILT TO VERIFY DIMENSIONS FOR HANDRAILS.2.SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW.3.ALL STEEL COMPONENTS TO BE BLACK POWDER COATEDSTAIR - FREESTANDING HANDRAIL1'-0"NOTE:1.FIELD MEASURE STAIRS ONCE BUILT TO VERIFY DIMENSIONS FOR HANDRAILS.2.SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW PRIOR TO FABRICATION.1'-0"1" SQ. STEEL POST1'-0"CORE AND EPOXY GROUTINTO STAIR. DOME GROUTFOR DRAINAGE.3'-0"4'-0"SECTION - FREESTADING HANDRAILSTEEL ESCUTCHEONSTAIR RAIL PLAN1'-0"4"3'-0"5L5026'-0"1'-0"TOP OF STAIREDGE OF WALL COPE ABOVEFACE OF WALLFREESTANDING HANDRAIL(SEE SECTION)+/-3'-11"+/-4'-8"+/-3'-10"CENTERED ONTREAD TYP.HANDRAIL END FLUSHWITH FACE OF COPE4"Scale: 1/2" = 1'-0"GUARDRAIL - ALTERNATE 361" STEEL POST1'-0"CORE AND EPOXYGROUT INTO COPECENTERED ONCONCRETE STEMWALL3'-6" 4'-6"SECTION - RAIL MOUNTING DETAILSTEEL ESCUSION5L502EVENLY SPACED(5'-0" MAX.)5/8" SQ. STEEL PICKETS1" SQ. STEEL POSTNOTE:1.FIELD MEASURE WALLS TO VERIFYDIMENSIONS FOR HANDRAILS.2.SUBMIT SHOP DRAWINGS OF HANDRAILSFOR REVIEW PRIOR TO FABRICATION.3.ALL STEEL COMPONENTS TO BE BLACKPOWDER COATED.3'-6" MIN.WALL COPE STONEScale: 1/2"=1'-0"DECORATIVE GUARDRAIL8VARIES 1" BRONZE POST1'-0"CORE AND EPOXYGROUT INTO EXSITINGCOPE AND VENEERWALL.VARIESSECTION - RAIL MOUNTING DETAILBRONZE ESCUSION5L502EVENLY SPACED(5'-0" MAX.)5/8" SQ. STEEL PICKETS1" SQ. STEEL POSTNOTE:1.POST SPACING OF GUARDRAIL TO MATCH EXISTING RAILING POST LOCATIONS. PATCH ANY RAILINGHOLES THAT ARE NOT REUSED WITH GROUT.2.FIELD MEASURE WALLS TO VERIFY DIMENSIONS FOR HANDRAILS.3.SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW PRIOR TO FABRICATION.4.RAIL TO BE STEPPED WITH GRADE TO MAINTAIN 3'-6" REQUIRED BARRIER BY CODE5.ALL STEEL COMPONENTS TO BE BLACK POWDER COATED6.CONTRACTOR TO PROVIDE ADDITIONAL REINFORCEMENT IN STEM WALL TO SUPPORT GUARDRAIL ASNECESSARY.3'-6" MIN. 3'-6"STEP RAIL AT 6" INTERVAL TO MAINTAIN 3'-6"MIN. HEIGHT - REFER TO L301 FOR GRADES6"PROPOSEDFINISHED GRADEWATERPROOF WALLFACE BELOW GRADE3 38" DIAMETER STEEL PIPE, ABOVEGRADE PORTION COVERED WITHBLACK 116" PVC COATING6" CORE DRILLED IN CONCRETEScale: 3/4"=1'-0"BICYCLE RACK (CORNELL STANDARD)9CONCRETE FOOTING3" X 3" X 18" STEEL PLATEWELDED TO PIPE1'-4"8"10" 2'-81 2"2'-6"R6"36"TYP24"FACE OF WALL 28"EDGE OF PAVEMENTBIKE RACK LAYOUT (NTS)24" TYP FACE OF BUILDINGScale: 1/4" = 1'-0"SOUTH RETAINING WALL ELEVATION - ALTERNATE 37BLUESTONE VENEER WALL11L501GUARDRAIL WITH HANDRAIL6L502+/-13'-6" TYP+/-3'-6"+/-4'-8"+/-3'-11"4'-0"MIN.STONE LEDGE6"MIN.4'-0"MIN.4'-0"MIN.4'-0"MIN.FINISHED GRADEBOTTOM OF WALLELEV: 724.50CONCRETE STAIRSBEHIND WALLTOP OF WALLELEV: 729.70GUARDRAIL6L502FOOTERALIGN COPEWITH OPPOSITEWALL FACE+/-4'-7"EQ. SPACINGALIGN COPEWITH EDGE OF WALKWAY1'-0"GUARDRAILBEYONDScale: 1/2"=1'-0"CONCRETE STAIR AND WALL - SECTION - ALTERNATE 32# 4 EPOXY COATED REBAR 12" O.C. EW/EF8" VARIES -SEE ELEVATIONS (4'-0" MIN.) HEIGHT VARIES HEIGHT VARIES8"8"1'-6"EPOXY COATED #4 @ 12" O.C. (TIE INTOADJACENT WALL - BOTH SIDES)EPOXY COATED #5 @ 12" O.C. EWEPOXY COATED #4 NOSING BARCOMPACTED TYPE 2 SUBBASECOMPACTED SUBGRADE#5 EPOXY COATED BARS @ 24" O.C.4" PERFORATED UNDER DRAINCONNECTED TO STORM SEWER, TYP(4) # 5 EPOXY COATED SUPPORT BARSDRAINAGE STONETOP OF STAIR4"18" LONG X 3/4" DIA. EPOXY COATEDSMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C.8"8"#5 EPOXY COATEDBARS @ 24" O.C.# 4 EPOXY COATEDREBAR 12" O.C. EW/EF(4) # 5 EPOXY COATEDSUPPORT BARSDOVETAIL WALL TIES, TYPAIRSPACE WITH FILLED WITH DRAINAGE MESH, TYPSAWN AND THERMALLEDBLUESTONE COPE4" THICK WALLSTONE, TYPGUARDRAILSEE DETAIL 6/L502HANDRAIL - SEE DETAIL 4/L502SAWN AND THERMALLEDBLUESTONE COPEADJACENT PAVEMENT1/4" JOINT FILLER WITH CAULKNOTES:1.BLUESTONE VENEER FOR WALLS TO MATCH BUILDING VENEER STONE IN SIZE, CUT, COLOR AND FINISH.2.PROVIDE URETHANE CONSTRUCTION ADHESIVE TO BOND COURSES AND COPE.3.ALL COPE DIMENSIONS TO BE FIELD VERIFIED.4.WALL TO BE PINNED TO BUILDING STRUCTURE WHERE SURFACES MEET.5.WALL STONE TO BE REUSED FROM STONE REMOVED FOR EAST STAIR TOWER. CONTRACTOR TO PROVIDEADDITIONAL MATCHING WALL STONE APPROVED BY LANDSCAPE ARCHITECT IF NECESSARYTRENCH DRAIN WITH CONCRETE COLLAR ANDEPOXY COATED REBAR TIE-INS (SEE CIVIL)HANDRAILSEE DETAIL 4/L502GUARDRAILSEE DETAIL 6/L502150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes Hall Renovation Cornell University Ithaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194L502Site Details UP 1 2 3 4.2 5.0 A.1 B D C A D10 PHASE 1EXISTING MILLWORK CABINET, TYP. EA DORM ROOM REMOVE RADIATORS, TYP. DORM 3L05 DORM 3L04 DORM 3L03 DORM 3L02 DORM 3L01 DORM 3L06 WC 3L0020 STAIR 1 3L001 JC 3L0061 ELEV. 3L0070 MECH 3L0060 LOUNGE 3L0068CORRIDOR 3L0048 RECEIVING 3L0062 ELEC 3L0068 STG 3L0067 STG 3L0068A WC 3L0069 CORRIDOR 3L0046 CORRIDOR 3L0044 D31 20'-0" 20'-0" 11'-0" 13'-10" 5.1 8" 2'-1" 92'-0" O.A.38'-0" O.A.1'-1"1'-0"21'-5" 14'-6"12'-2" 9'-3"1'-11"4.0 2'-0" DEMOLISH DF DEMOLISH JANITORS' SINK DEMOLISH FEC 7.1 D2 D2D2 D2 D2 D2 D2 D2 D2 D2 EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NOT IN SCOPE DEMOLITION KEYNOTED1 SCOPE ALTERNATE KEYNOTEA1 CONTRACT LIMIT LINE SLAB REMOVAL / FLAGSTONE PAVER REMOVAL. DEMO PLAN LEGEND: 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. REMOVE EXISTING FLOORING WITHIN CONTRACT LIMIT LINE & PREPARE SURFACE FOR NEW FINISHES. COORDINATE WITH ASBESTOS ABATEMENT. 3. REMOVE EXISTING MILLWORK CLOSETS WITHIN CONTRACT LIMIT LINE, LOCATED WITHIN ROOMS LABELED 'DORM.' 4. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH DEMOLITION & EXCAVATION / FOUNDATION WORK. SEE CIVIL, MEP AND STRUCTURAL DRAWINGS. 5. DEMOLISH EXISTING PARTITIONS & DOORS WHERE INDICATED. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY DEMOLITION. 6. DEMOLISH EXISTING WINDOW SILLS, JAMBS, AND HEAD FOR INSTALLATON OF NEW WOOD SILLS, JAMBS, AND HEAD. TYPICAL LL3 TO GROUND LEVEL 7. PREPARE EXISTING SPRINKLER SYSTEM FOR NEW WORK WITHIN CONTRACT LIMIT LINE. SEE FP DRAWINGS. 8. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY CONTRACTUAL MEP WORK. 9. SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 10. COORDINATE WORK WITH PHASING PLANS G003 & G004 11. CORNELL TO REMOVE ALL LOOSE FURNISHINGS & EQUIPMENT UNLESS SPECIFICALLY NOTED. 12. COORDINATE ALL DEMOLITION WORK WITH ABATEMENT DRAWINGS 13. TYPICAL ALL FLOORS: NEW FLOOR DRAINS FOR TOILET ROOM FLOORS REQUIRE CORING OF EXISTING SLAB. COORDINATE LOCATION WITH PLUMBING DRAWINGS AND WITH STRUCTURAL DRAWING SEE 5/S300. 14. AT EXISTING BATHROOMS, EXISTING TILE FLOORING AND SETTING BED TO BE REMOVED AND A FLOOR LEVELING COMPOUND TO BE INSTALLED AT ALL EXISTING FLOOR DEPRESSIONS. PORCELAIN TILE FLOORING IN PROPOSED TOILET ROOMS TO BE INSTALLED FOR FLUSH CONDITION WITH CORRIDOR CARPET FLOORING. 15.All existing blinds to be demolished. New blinds are being proposed per current construction documents. 16.All existing wall tack boards to be demolished 17.All existing fire extinguishers to be removed and turned over to EH&S 18. Existing wall mounted conduit and ADA push panel on masonry wall in Loggia to be demolished GENERAL DEMOLITION NOTES: A. COORDINATE WITH OWNER B. ITEMS TO BE SALVAGED FOR OWNER: a. Existing ceilings to be salvaged for patching ceilings on L1 or L2 b. Existing WAP devices to be salvaged and turned over to CIT c. Exterior window handles to be removed and turned over to Law School d. One set of exterior window to be salvaged and turned over to Law School e. Any exterior storm windows identified for removal on L1 and L2 to be turned over to Law School f. Existing recessed wall-mounted mail boxes on LL1 to be salvaged and turned over to Campus Life g. Exterior Gothic Light Sconces for storage h. Locksets at Level 1 & Level 2 i. Closers at Level 1 & Level 2 j. Power Door Operators k. FACP (EH&S) l. SNAC (EH&S) m. FCUs in demolished work areas C. ITEMS TO BE SALVAGED FOR REUSE a. Exterior Stone LIST OF SALVAGED ITEMS: DEMOLISH: REMOVE AND DISPOSE OF IN A LEGAL FASHION. REMOVE: REMOVE FROM THE WORK AREA AND REINSTALL, SALVAGE, OR STORE AS INDICATED. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING. DEFINITIONS: 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD101 Demolition Plan - Lower Level 3 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD101 1 Demolition Plan - Lower Level 3 Hughes Hall DEMOLITION KEYNOTES D1 REMOVE EXISTING FLOORING WITHIN AREAS OF SCOPE & PREPARE SURFACE FOR NEW FINISHES. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D2 REMOVE EXISTING CEILING TILES & CEILING SYSTEMS WITHIN AREAS OF SCOPE. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D3 REMOVE ALL EXISTING MILLWORK CLOSETS IN ROOMS LABELED 'DORM' ON THIS FLOOR D4 MODIFY EXISTING SPRINKLER SYSTEM WITHIN AREAS OF SCOPE. SEE FP DWGS. D5 DEMOLISH EXISTING BLOCK WITH PLASTER PARTITIONS & DOORS WHERE INDICATED. PATCH & REPAIR EXISTING ADJACENT WALLS TO REMAIN. SEE DEMOLITION LEGEND. D6 CUT EXISTING SLAB AS REQUIRED FOR PLUMBING WORK. SEE PLUMBING DRAWINGS. D7 DEMOLISH EXISTING MASONRY WALL. COORDINATE WITH PROPOSED MODIFICATIONS & STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. D8 DEMOLISH EXISTING FLOOR SLAB. COORDINATE EXTENTS WITH PROPOSED MODIFICATIONS. D9 DEMOLISH EXISTING STAIR. DEMOLISH EXISTING BLOCK WALLS AT PERIMETER OF STAIR. PREPARE SLAB EDGES FOR INSTALLATION OF SLAB INFILL. D10 REMOVE EXISTING ELEVATOR HALL LANTERN FOR RELOCATION. CONTRACTOR TO COORDINATE WORK WITH SCHINDLER ELEVATOR REP AND COVER ALL ASSOCIATED COSTS. D11 DISCONNECT & REMOVE EXISTING WHEELCHAIR LIFT FOR RELOCATION. SALVAGE ALL COMPONENTS FOR REUSE. D12 DEMOLISH EXISTING TERRACE, PAVING & LANDSCAPING AS REQUIRED FOR INSTALLATION OF PROPOSED TERRACE. SEE LANDSCAPE & CIVIL DRAWINGS FOR EXTENT OF SCOPE. (ALTERNATE 3) D13 REMOVE EXISTING STEP TO MECHANICAL ROOM. PREPARE SURFACES FOR INSTALLATION OF NEW STAIR. D14 REMOVE EXISTING PAVERS & GROUT TO CONCRETE SLAB. PREPARE CONCRETE SURFACE TO REMAIN FOR INSTALLATION OF NEW FLOORING & SUBSTRATE. D15 REMOVE EXISTING FINISHES AT COLUMN. CLEAN, PATCH, AND REPAIR FOR NEW FINISHES. COORDINATE WITH NEW WORK. D16 REMOVE EXISTING COLUMN ENCLOSURE. D17 DEMOLISH EXISTING WINDOW, TRIM & MASONRY LOW WALL FOR INSTALLATION OF NEW DOOR. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED MODIFICATIONS. D18 PROTECT EXISTING RAINWATER LEADER. D19 CUT OPENINGS IN EXISTING CONCRETE SLAB. COORDINATE WITH LOCATION OF EXISTING FLOOR CONSTRUCTION & PROPOSED MECHANICAL SYSTEMS. SEE STRUCTURAL & MEP DRAWINGS. D20 REMOVE EXISTING EXTERIOR LIGHT FIXTURES FROM MASONRY WALL. PATCH WHERE WALL IS TO REMAIN. D21 DEMOLISH EXISTING DRINKING FOUNTAIN. D22 REMOVE EXISTING BACKFLOW PREVENTER & ASSOCIATED CLOSET. SEE MEP DRAWINGS FOR SCOPE OF WORK. D25 REMOVE EXISTING FDC PIPING. REPAIR & PATCH WALL TO MATCH SURROUNDING WALL CONSTRUCTION. D26 SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF EXISTING BLOCK WALL D27 DEMOLISH FLOOR FINISH IN ELEVATOR. D28 DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. PREPARE OPENING FOR INSTALLATION OF GWB ON CFMF. D29 REMOVE CEILINGS, PROTECT FOR REINSTALLATION. D31 DEMOLISH EXISTING BLUESTONE PAVERS AND 4" CONCRETE STEP. PREPARE FOR NEW RAMP & LANDING. No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 A D7 D9 D10 AD301 2 D6 D19 MILLWORK CLOSET, TYP. SEE GENERAL DEMO NOTE 3 D26 D17PHASE 1 DORM 2L05 DORM 2L04 DORM 2L03 DORM 2L02 DORM 2L01 DORM 2L06 WC 3L0020 STAIR 1 2L001 JC 2L0061 ELEV. 2L0070 WC 2L022 DORM 2L07 DORM 2L09 DORM 2L08 KITCHEN 2L14 CORRIDOR 2L0046 CORRIDOR 2L0044 WC 2L0021 LAUNDRY 2L16 DORM 2L10B WC 2L10A DORM 2L10 DORM 2L12 WC 2L0024 DORM 2L13 DORM 2L14 DORM 2L15 STORAGE 2L0050 STORAGE 2L0048 STAIR 2 2L002 STORAGE 2L16A CONCRETE SLAB REMOVAL FOR FOUNDATION WORK. SEE STRUCT. DWGS. COORDINATE WITH LOCATION OF NEW STAIR CONCRETE SLAB REMOVAL AT 46" AFF BETWEEN LL2 AND LL1. SEE STRUCT. DWGS. COORD. WITH LOCATION OF NEW STAIR REMOVE RADIATORS, TYP. D27 AD102 2 5.1 21'-5"14'-6"12'-2"9'-3"1'-11"20'-0"20'-0"11'-0"13'-10" 8"10'-3" 2'-1" 92'-0" O.A.1'-0"38'-0" O.A.1'-1"11"14'-6"21'-4"14'-8"21'-2"4'-1"4.0 7.0 6'-10"14'-6"K.174'-8" O.A.REMOVE FEC, TYP. REMOVE WINDOW 7.1 GENERAL NOTE: Demolish all ceilings from all rooms and corridors on LL2. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NOT IN SCOPE DEMOLITION KEYNOTED1 SCOPE ALTERNATE KEYNOTEA1 CONTRACT LIMIT LINE SLAB REMOVAL / FLAGSTONE PAVER REMOVAL. DEMO PLAN LEGEND: A. COORDINATE WITH OWNER B. ITEMS TO BE SALVAGED FOR OWNER: a. Existing ceilings to be salvaged for patching ceilings on L1 or L2 b. Existing WAP devices to be salvaged and turned over to CIT c. Exterior window handles to be removed and turned over to Law School d. One set of exterior window to be salvaged and turned over to Law School e. Any exterior storm windows identified for removal on L1 and L2 to be turned over to Law School f. Existing recessed wall-mounted mail boxes on LL1 to be salvaged and turned over to Campus Life g. Exterior Gothic Light Sconces for storage h. Locksets at Level 1 & Level 2 i. Closers at Level 1 & Level 2 j. Power Door Operators k. FACP (EH&S) l. SNAC (EH&S) m. FCUs in demolished work areas C. ITEMS TO BE SALVAGED FOR REUSE a. Exterior Stone LIST OF SALVAGED ITEMS: DEMOLISH: REMOVE AND DISPOSE OF IN A LEGAL FASHION. REMOVE: REMOVE FROM THE WORK AREA AND REINSTALL, SALVAGE, OR STORE AS INDICATED. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING. DEFINITIONS: 1.ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2.REMOVE EXISTING FLOORING WITHIN CONTRACT LIMIT LINE & PREPARE SURFACE FOR NEW FINISHES. COORDINATE WITH ASBESTOS ABATEMENT. 3.REMOVE EXISTING MILLWORK CLOSETS WITHIN CONTRACT LIMIT LINE, LOCATED WITHIN ROOMS LABELED 'DORM.' 4.REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH DEMOLITION & EXCAVATION / FOUNDATION WORK. SEE CIVIL, MEP AND STRUCTURAL DRAWINGS. 5.DEMOLISH EXISTING PARTITIONS & DOORS WHERE INDICATED. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY DEMOLITION. 6.DEMOLISH EXISTING WINDOW SILLS, JAMBS, AND HEAD FOR INSTALLATON OF NEW WOOD SILLS, JAMBS, AND HEAD. TYPICAL LL3 TO GROUND LEVEL 7.PREPARE EXISTING SPRINKLER SYSTEM FOR NEW WORK WITHIN CONTRACT LIMIT LINE. SEE FP DRAWINGS. 8.PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY CONTRACTUAL MEP WORK. 9.SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 10.COORDINATE WORK WITH PHASING PLANS G003 & G004 11.CORNELL TO REMOVE ALL LOOSE FURNISHINGS & EQUIPMENT UNLESS SPECIFICALLY NOTED. 12.COORDINATE ALL DEMOLITION WORK WITH ABATEMENT DRAWINGS 13.TYPICAL ALL FLOORS: NEW FLOOR DRAINS FOR TOILET ROOM FLOORS REQUIRE CORING OF EXISTING SLAB. COORDINATE LOCATION WITH PLUMBING DRAWINGS AND WITH STRUCTURAL DRAWING SEE 5/S300. 14.AT EXISTING BATHROOMS, EXISTING TILE FLOORING AND SETTING BED TO BE REMOVED AND A FLOOR LEVELING COMPOUND TO BE INSTALLED AT ALL EXISTING FLOOR DEPRESSIONS. PORCELAIN TILE FLOORING IN PROPOSED TOILET ROOMS TO BE INSTALLED FOR FLUSH CONDITION WITH CORRIDOR CARPET FLOORING. 15.All existing blinds to be demolished. New blinds are being proposed per current construction documents. 16.All existing wall tack boards to be demolished 17.All existing fire extinguishers to be removed and turned over to EH&S 18.Existing wall mounted conduit and ADA push panel on masonry wall in Loggia to be demolished GENERAL DEMOLITION NOTES: 3 B VIF11"VIF 1'-0"1'-4" 4" 1'-4"1'-4"EXISTING CONCRETE RIB BETWEEN SLAGBLOK CONSTRUCTION TO REMAIN, TYP. FRAMING SHOWN DASHED FOR REFERENCE, VIF LOCATIONS DEMOLISH EXISTING SLAB. COORDINATE OPENINGS WITH EXISTING SLAGBLOK LOCATIONS. COORDINATE SIZE & LOCATION WITH MEP & STRUCTURAL DWGS. 3 4.2 B VIF 2'-8"3'-0"4"3'-0" DEMOLISH EXISTING SLAB. COORDINATE OPENINGS WITH EXISTING SLAGBLOK LOCATIONS. COORDINATE SIZE & LOCATION WITH MEP & STRUCTURAL DWGS.VIF3"DEMOLISH EXISTING CONCRETE RIB WITHIN AREA OF SLAB DEMOLITION FOR SHAFT. COORDINATE LOCATION WITH STRUCTURAL DRAWINGS & VIF LOCATIONS EXISTING ADJACENT CONCRETE RIBS TO REMAIN. PROTECT EXISTING STRUCTURE ADJACENT TO SHAFT OPENING PROTECT EXISTING ADJACENT STRUCTURE TO REMAIN 1'-4"4"1'-4"1'-4" 4" 1'-4"3'-0"1'-4"4"1'-4"D19 D19 11'-0" 4.0 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD102 Demolition Plan - Lower Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD102 1 Demolition Plan - Lower Level 2 DEMOLITION KEYNOTES D1 REMOVE EXISTING FLOORING WITHIN AREAS OF SCOPE & PREPARE SURFACE FOR NEW FINISHES. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D2 REMOVE EXISTING CEILING TILES & CEILING SYSTEMS WITHIN AREAS OF SCOPE. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D3 REMOVE ALL EXISTING MILLWORK CLOSETS IN ROOMS LABELED 'DORM' ON THIS FLOOR D4 MODIFY EXISTING SPRINKLER SYSTEM WITHIN AREAS OF SCOPE. SEE FP DWGS. D5 DEMOLISH EXISTING BLOCK WITH PLASTER PARTITIONS & DOORS WHERE INDICATED. PATCH & REPAIR EXISTING ADJACENT WALLS TO REMAIN. SEE DEMOLITION LEGEND. D6 CUT EXISTING SLAB AS REQUIRED FOR PLUMBING WORK. SEE PLUMBING DRAWINGS. D7 DEMOLISH EXISTING MASONRY WALL. COORDINATE WITH PROPOSED MODIFICATIONS & STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. D8 DEMOLISH EXISTING FLOOR SLAB. COORDINATE EXTENTS WITH PROPOSED MODIFICATIONS. D9 DEMOLISH EXISTING STAIR. DEMOLISH EXISTING BLOCK WALLS AT PERIMETER OF STAIR. PREPARE SLAB EDGES FOR INSTALLATION OF SLAB INFILL. D10 REMOVE EXISTING ELEVATOR HALL LANTERN FOR RELOCATION. CONTRACTOR TO COORDINATE WORK WITH SCHINDLER ELEVATOR REP AND COVER ALL ASSOCIATED COSTS. D11 DISCONNECT & REMOVE EXISTING WHEELCHAIR LIFT FOR RELOCATION. SALVAGE ALL COMPONENTS FOR REUSE. D12 DEMOLISH EXISTING TERRACE, PAVING & LANDSCAPING AS REQUIRED FOR INSTALLATION OF PROPOSED TERRACE. SEE LANDSCAPE & CIVIL DRAWINGS FOR EXTENT OF SCOPE. (ALTERNATE 3) D13 REMOVE EXISTING STEP TO MECHANICAL ROOM. PREPARE SURFACES FOR INSTALLATION OF NEW STAIR. D14 REMOVE EXISTING PAVERS & GROUT TO CONCRETE SLAB. PREPARE CONCRETE SURFACE TO REMAIN FOR INSTALLATION OF NEW FLOORING & SUBSTRATE. D15 REMOVE EXISTING FINISHES AT COLUMN. CLEAN, PATCH, AND REPAIR FOR NEW FINISHES. COORDINATE WITH NEW WORK. D16 REMOVE EXISTING COLUMN ENCLOSURE. D17 DEMOLISH EXISTING WINDOW, TRIM & MASONRY LOW WALL FOR INSTALLATION OF NEW DOOR. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED MODIFICATIONS. D18 PROTECT EXISTING RAINWATER LEADER. D19 CUT OPENINGS IN EXISTING CONCRETE SLAB. COORDINATE WITH LOCATION OF EXISTING FLOOR CONSTRUCTION & PROPOSED MECHANICAL SYSTEMS. SEE STRUCTURAL & MEP DRAWINGS. D20 REMOVE EXISTING EXTERIOR LIGHT FIXTURES FROM MASONRY WALL. PATCH WHERE WALL IS TO REMAIN. D21 DEMOLISH EXISTING DRINKING FOUNTAIN. D22 REMOVE EXISTING BACKFLOW PREVENTER & ASSOCIATED CLOSET. SEE MEP DRAWINGS FOR SCOPE OF WORK. D25 REMOVE EXISTING FDC PIPING. REPAIR & PATCH WALL TO MATCH SURROUNDING WALL CONSTRUCTION. D26 SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF EXISTING BLOCK WALL D27 DEMOLISH FLOOR FINISH IN ELEVATOR. D28 DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. PREPARE OPENING FOR INSTALLATION OF GWB ON CFMF. D29 REMOVE CEILINGS, PROTECT FOR REINSTALLATION. D31 DEMOLISH EXISTING BLUESTONE PAVERS AND 4" CONCRETE STEP. PREPARE FOR NEW RAMP & LANDING. 1/2" = 1'-0"AD102 2 Enlarged Demolition Plan - LL2 Shaft Slab Cut 1/2" = 1'-0"AD102 3 Enlarged Demolition Plan - Typical North DOAS Riser Opening No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 1 2 3 4.2 5.0 A.1 B D C FF G G JJ HH K.0K.0 6 7a 7b 8a 8b 9a 9b89 10 11 1110a10b 12 12 13 13 L E A F.5 12.2 12.2 D10 D7 D8 D9 D9 D12 D11 D6 D13 D15 SEE ELECTRICAL DWGS FOR SCOPE D22EXT. WALL DEMO.COORD W/ NEWOPENINGAD301 2 AD301 713'-7"AT MILLWORK CLOSETS, TYP. SEE GENERAL DEMOLITION NOTE 3 PHASE 1 AD103 2 D6 D8 DORM L05 DORM L04 DORM L03 DORM L02 DORM L01 DORM L06 WC L0020 STAIR 1 L001 JC 2L0061 ELEV. 2L0070 WC L022 DORM L07 DORM L09 DORM L08 DORM L14 CORRIDOR L0046 CORRIDOR L0044 WC L0021 WOMEN'S L0025 DORM L10B DORM L10 LOUNGE L12 MAIL L14 STAIR 2 L0002 GAME ROOM L13A MEN'S L0023 VESTIBULE L0024 DINING L11 SERVERY L15 KITCHEN L16 OFFICE L17 STORAGE L19 ELEVATOR STAIR 3 L0003 STORAGE L20 MECHANICAL MECHANICAL L0065 MECHANICAL L0045 ELECTRICAL L0063 ELECTRICAL L0064 D27 SALVAGE EXISTING FCU FOR OWNER, TYP. M D19 3'-10 3/4" VIFDEMOLISH EXISTING FCU ENCLOSURE. PREPARE LOCATION FOR NEW WOOD ENCLOSURE DEMOLISH DOOR AND FRAME FOR NEW DOOR AND FRAME IN EXISTING OPENING CORE & PREPARE SLAB FOR NEW DRAIN FOR TOILET ROOM. COORD. WITH MEP DWGS DEMOLISH PLEXIGLASS WINDOWS, TYP. REMOVE & CLEAN EXISTING RADIATOR ENCLOSURES, TYP. CUT CHANNEL IN EXISTING CONCRETE FLOOR FOR FOLDING ENCLOSURE. COORD WITH FOLDING PARTITION SYSTEM REMOVE EXISTING TRASH RECEPTACLES D19 AD102 3 D29 REMOVE EXIST. CARPET & WALL BASE IN ELEV. LOBBY 5.1 1'-0"38'-0" O.A.1'-1"21'-5"14'-6"12'-2"9'-3"1'-11"4.0 7.0 2'-0" 20'-0"20'-0"11'-0"13'-10" 8" 10'-3"11'-1" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0"6'-1 1/2" 14'-6"21'-4" 3'-5"17'-11" 2'-1" 92'-0" O.A.14'-6"21'-4"14'-8"21'-2"K.1 2'-0"4'-1"2'-1"6'-10"14'-6"74'-8"DEMOLISH EXISTING LADDER 7.1 DEMOLISH POOL TABLE STORAGE EMERGENCY GENERATOR ROOM L0063 DEMOLISH EXISTING FINISHES AT COLUMNS GENERAL NOTE: Demolish all ceilings from all rooms and corridors shown within Contract Limit Lines on LL1. Coordinate ceiling demolish per phasing diagrams. No ceiling demolition in existing Stairs. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NOT IN SCOPE DEMOLITION KEYNOTED1 SCOPE ALTERNATE KEYNOTEA1 CONTRACT LIMIT LINE SLAB REMOVAL / FLAGSTONE PAVER REMOVAL. DEMO PLAN LEGEND: A. COORDINATE WITH OWNER B. ITEMS TO BE SALVAGED FOR OWNER: a. Existing ceilings to be salvaged for patching ceilings on L1 or L2 b. Existing WAP devices to be salvaged and turned over to CIT c. Exterior window handles to be removed and turned over to Law School d. One set of exterior window to be salvaged and turned over to Law School e. Any exterior storm windows identified for removal on L1 and L2 to be turned over to Law School f. Existing recessed wall-mounted mail boxes on LL1 to be salvaged and turned over to Campus Life g. Exterior Gothic Light Sconces for storage h. Locksets at Level 1 & Level 2 i. Closers at Level 1 & Level 2 j. Power Door Operators k. FACP (EH&S) l. SNAC (EH&S) m. FCUs in demolished work areas C. ITEMS TO BE SALVAGED FOR REUSE a. Exterior Stone LIST OF SALVAGED ITEMS: DEMOLISH: REMOVE AND DISPOSE OF IN A LEGAL FASHION. REMOVE: REMOVE FROM THE WORK AREA AND REINSTALL, SALVAGE, OR STORE AS INDICATED. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING. DEFINITIONS: 1.ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2.REMOVE EXISTING FLOORING WITHIN CONTRACT LIMIT LINE & PREPARE SURFACE FOR NEW FINISHES. COORDINATE WITH ASBESTOS ABATEMENT. 3.REMOVE EXISTING MILLWORK CLOSETS WITHIN CONTRACT LIMIT LINE, LOCATED WITHIN ROOMS LABELED 'DORM.' 4.REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH DEMOLITION & EXCAVATION / FOUNDATION WORK. SEE CIVIL, MEP AND STRUCTURAL DRAWINGS. 5.DEMOLISH EXISTING PARTITIONS & DOORS WHERE INDICATED. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY DEMOLITION. 6.DEMOLISH EXISTING WINDOW SILLS, JAMBS, AND HEAD FOR INSTALLATON OF NEW WOOD SILLS, JAMBS, AND HEAD. TYPICAL LL3 TO GROUND LEVEL 7.PREPARE EXISTING SPRINKLER SYSTEM FOR NEW WORK WITHIN CONTRACT LIMIT LINE. SEE FP DRAWINGS. 8.PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY CONTRACTUAL MEP WORK. 9.SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 10.COORDINATE WORK WITH PHASING PLANS G003 & G004 11.CORNELL TO REMOVE ALL LOOSE FURNISHINGS & EQUIPMENT UNLESS SPECIFICALLY NOTED. 12.COORDINATE ALL DEMOLITION WORK WITH ABATEMENT DRAWINGS 13.TYPICAL ALL FLOORS: NEW FLOOR DRAINS FOR TOILET ROOM FLOORS REQUIRE CORING OF EXISTING SLAB. COORDINATE LOCATION WITH PLUMBING DRAWINGS AND WITH STRUCTURAL DRAWING SEE 5/S300. 14.AT EXISTING BATHROOMS, EXISTING TILE FLOORING AND SETTING BED TO BE REMOVED AND A FLOOR LEVELING COMPOUND TO BE INSTALLED AT ALL EXISTING FLOOR DEPRESSIONS. PORCELAIN TILE FLOORING IN PROPOSED TOILET ROOMS TO BE INSTALLED FOR FLUSH CONDITION WITH CORRIDOR CARPET FLOORING. 15.All existing blinds to be demolished. New blinds are being proposed per current construction documents. 16.All existing wall tack boards to be demolished 17.All existing fire extinguishers to be removed and turned over to EH&S 18.Existing wall mounted conduit and ADA push panel on masonry wall in Loggia to be demolished GENERAL DEMOLITION NOTES: 4.2 5.0 F G SAWCUT & REMOVE MASONRY. PROTECT MASONRY TO REMAIN EXIST. MASONRY TO REMAIN SLAB REMOVAL. COORDINATE WITH STRUCTURAL DRAWINGS0" VIFSAWCUT & REMOVE MASONRY. PROTECT MASONRY TO REMAIN. COORDINATE WITH EXIST. MASONRY JOINTS 8 1/4" VIF5 3/4" VIFCOORD. WITH STRUCT.13'-6" VIFPROTECT EXISTING BEAMS. SEE STRUCTURAL DRAWINGS COORD. WITH STAIR & STRUCT. 9'-10"4'-0" 4.9 INSTALL STL FRAMING PRIOR TO SLAB REMOVAL. SEE STRUCT. DWGS 10'-2"3'-8" EXISTING BEAM TO REMAIN BELOW EXISTING SLAB. SEE STRUCT. DWGSREMOVE EXISTING CONCRETE ENCASED STEEL BEAM, SEE STRUCT. DWGS 4" 3'-8" CONTRACTOR TO PROVIDE TEMPORARY SHORING/PROTECTION AS REQUIRED TO PROTECT EXISTING SLAB AND STRUCTURE DURING DEMOLITION INSTALL STL FRAMING PRIOR TO SLAB REMOVAL. SEE STRUCT. DWGS INSTALL STL FRAMING PRIOR TO SLAB REMOVAL. SEE STRUCT. DWGS 5.1 4.0 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD103 Demolition Plan - Lower Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD103 1 Demolition Plan - Lower Level 1 DEMOLITION KEYNOTES D1 REMOVE EXISTING FLOORING WITHIN AREAS OF SCOPE & PREPARE SURFACE FOR NEW FINISHES. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D2 REMOVE EXISTING CEILING TILES & CEILING SYSTEMS WITHIN AREAS OF SCOPE. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D3 REMOVE ALL EXISTING MILLWORK CLOSETS IN ROOMS LABELED 'DORM' ON THIS FLOOR D4 MODIFY EXISTING SPRINKLER SYSTEM WITHIN AREAS OF SCOPE. SEE FP DWGS. D5 DEMOLISH EXISTING BLOCK WITH PLASTER PARTITIONS & DOORS WHERE INDICATED. PATCH & REPAIR EXISTING ADJACENT WALLS TO REMAIN. SEE DEMOLITION LEGEND. D6 CUT EXISTING SLAB AS REQUIRED FOR PLUMBING WORK. SEE PLUMBING DRAWINGS. D7 DEMOLISH EXISTING MASONRY WALL. COORDINATE WITH PROPOSED MODIFICATIONS & STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. D8 DEMOLISH EXISTING FLOOR SLAB. COORDINATE EXTENTS WITH PROPOSED MODIFICATIONS. D9 DEMOLISH EXISTING STAIR. DEMOLISH EXISTING BLOCK WALLS AT PERIMETER OF STAIR. PREPARE SLAB EDGES FOR INSTALLATION OF SLAB INFILL. D10 REMOVE EXISTING ELEVATOR HALL LANTERN FOR RELOCATION. CONTRACTOR TO COORDINATE WORK WITH SCHINDLER ELEVATOR REP AND COVER ALL ASSOCIATED COSTS. D11 DISCONNECT & REMOVE EXISTING WHEELCHAIR LIFT FOR RELOCATION. SALVAGE ALL COMPONENTS FOR REUSE. D12 DEMOLISH EXISTING TERRACE, PAVING & LANDSCAPING AS REQUIRED FOR INSTALLATION OF PROPOSED TERRACE. SEE LANDSCAPE & CIVIL DRAWINGS FOR EXTENT OF SCOPE. (ALTERNATE 3) D13 REMOVE EXISTING STEP TO MECHANICAL ROOM. PREPARE SURFACES FOR INSTALLATION OF NEW STAIR. D14 REMOVE EXISTING PAVERS & GROUT TO CONCRETE SLAB. PREPARE CONCRETE SURFACE TO REMAIN FOR INSTALLATION OF NEW FLOORING & SUBSTRATE. D15 REMOVE EXISTING FINISHES AT COLUMN. CLEAN, PATCH, AND REPAIR FOR NEW FINISHES. COORDINATE WITH NEW WORK. D16 REMOVE EXISTING COLUMN ENCLOSURE. D17 DEMOLISH EXISTING WINDOW, TRIM & MASONRY LOW WALL FOR INSTALLATION OF NEW DOOR. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED MODIFICATIONS. D18 PROTECT EXISTING RAINWATER LEADER. D19 CUT OPENINGS IN EXISTING CONCRETE SLAB. COORDINATE WITH LOCATION OF EXISTING FLOOR CONSTRUCTION & PROPOSED MECHANICAL SYSTEMS. SEE STRUCTURAL & MEP DRAWINGS. D20 REMOVE EXISTING EXTERIOR LIGHT FIXTURES FROM MASONRY WALL. PATCH WHERE WALL IS TO REMAIN. D21 DEMOLISH EXISTING DRINKING FOUNTAIN. D22 REMOVE EXISTING BACKFLOW PREVENTER & ASSOCIATED CLOSET. SEE MEP DRAWINGS FOR SCOPE OF WORK. D25 REMOVE EXISTING FDC PIPING. REPAIR & PATCH WALL TO MATCH SURROUNDING WALL CONSTRUCTION. D26 SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF EXISTING BLOCK WALL D27 DEMOLISH FLOOR FINISH IN ELEVATOR. D28 DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. PREPARE OPENING FOR INSTALLATION OF GWB ON CFMF. D29 REMOVE CEILINGS, PROTECT FOR REINSTALLATION. D31 DEMOLISH EXISTING BLUESTONE PAVERS AND 4" CONCRETE STEP. PREPARE FOR NEW RAMP & LANDING. 1/4" = 1'-0"AD103 2 Typical Stair 2 Slab Removal NOTE: SEE STRUCTURAL DRAWINGS & NOTES FOR PHASING OF STEEL INSTALLATION & STRUCTURAL DEMOLITION No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L E A F.5 D10 SINGLE DORM G04 SINGLE DORM G03 SINGLE DORM G02 SINGLE DORM G01 SINGLE DORM G05 SINGLE DORM G06 SINGLE DORM G07 SINGLE DORM G08 SINGLE DORM G09 SINGLE DORM G10 SINGLE DORM G11 WORKROOM G15 SINGLE DORM G12 SINGLE DORM G13 SINGLE DORM G16 SINGLE DORM G17 SINGLE DORM G18 SINGLE DORM G19 SEMINAR ROOM G54 ADJUNCT FAC OFFICE G59 DIR ACADEMIC SUPPORT G57 ASSIST DEAN INT PROGRAMS G55 ASSIST DEAN GRAD LEGAL STUDIES G53 EXEC DIRECTOR CERI G51 CERI G49 EXEC DIR. CLARKE FAR EAST G47 OFFICE G44 FLEX OFFICE G46 DIR. GRAD LEGAL STUDIES OFFICE G50 DIR. CLARKE INT LEGAL STUDIES G52 WAITING G40 ADMIN ASSIST CLARKE FAR EAST G45 FILE RM G41 STUDENT CLINICS G30 STAIR 1 G0001 RESTROOM G0021 RESTROOM G0020 BATHROOM G0022 BATHROOM G0023 STAIR 2 G0002 STAIR 3 G0003 ELEV. G0070 JAN / ELEC G0060 D7 D8 D9 D15 D15 D6 D18 D18 D20 D20 EXT. WALL DEMO COORD. WITH NEW OPENING PROTECT EXISTING PIPING RISERS 14'-6"EXT. WALL DEMO.COORD W/ NEWOPENINGD17 CORRIDOR G0047 CORRIDOR G0043 CORRIDOR G0040 CLOSET G0060 VESTIBULE G0045 VESTIBULE G0050 CLOSET G20 CLOSET G0062 VESTIBULE G0051 LOBBY G0049 CLOSET G0063 AD3014 AD301 2 AD3016 AD301 813'-7"D15 D19 D14 PHASE 2PHASE 1 ADMIN ASS'T G42 GLS ADMIN ASS'T G43 CERI FELLOWS OFFICE G48 4.9 REMOVE RADIATORS, TYP. 20'-0"20'-0"11'-0"10'-2" 3'-8"21'-5"14'-6"14'-6"21'-4"14'-8"21'-2"6'-0 1/2"10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0"6'-1 1/2" 14'-6"21'-4"14'-0"8'-0"M D27 D19 EXISTING STORM WINDOWS TO BE MAINTAINED & PROTECTED (TYPICAL AT GROUND LEVEL, LEVEL 1 & LEVEL 2 DEMOLISH EXISTING WINDOW. PREPARE OPENING FOR INSTALLATION OF NEW WINDOW D28 A103 2 REMOVE EXIST. CARPET, SCONCE & BASE IN ELEV. LOBBY, TYP. AT LL1, GROUND, LEVEL 1, 2 AND 3 5.18" 10'-3"11'-1" 92'-0" O.A. 4.0 7.0 K.1 2'-0"6'-10"14'-6"4'-1"74'-8"38'-0" O.A.1'-1"1'-0"1'-11"12'-2"9'-3"2'-1" 2'-0"1'-7"4'-11 1/2"5'-0 1/2" 80'-0" O.A. SEE A612 FOR EXTENT OF EXISTING MASONRY REMOVAL DEMO FIRE SHUTTERS 7.1 E114 GENERAL NOTE:Demolish all ceilings from all rooms and corridors shown within Contract Limit Lines on Ground Floor. Coordinate ceiling removal per phasing diagrams. No ceiling removal in existing Stairs. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NOT IN SCOPE DEMOLITION KEYNOTED1 SCOPE ALTERNATE KEYNOTEA1 CONTRACT LIMIT LINE SLAB REMOVAL / FLAGSTONE PAVER REMOVAL. DEMO PLAN LEGEND: A. COORDINATE WITH OWNER B. ITEMS TO BE SALVAGED FOR OWNER: a. Existing ceilings to be salvaged for patching ceilings on L1 or L2 b. Existing WAP devices to be salvaged and turned over to CIT c. Exterior window handles to be removed and turned over to Law School d. One set of exterior window to be salvaged and turned over to Law School e. Any exterior storm windows identified for removal on L1 and L2 to be turned over to Law School f. Existing recessed wall-mounted mail boxes on LL1 to be salvaged and turned over to Campus Life g. Exterior Gothic Light Sconces for storage h. Locksets at Level 1 & Level 2 i. Closers at Level 1 & Level 2 j. Power Door Operators k. FACP (EH&S) l. SNAC (EH&S) m. FCUs in demolished work areas C. ITEMS TO BE SALVAGED FOR REUSE a. Exterior Stone LIST OF SALVAGED ITEMS: DEMOLISH: REMOVE AND DISPOSE OF IN A LEGAL FASHION. REMOVE: REMOVE FROM THE WORK AREA AND REINSTALL, SALVAGE, OR STORE AS INDICATED. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING. DEFINITIONS: 1.ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2.REMOVE EXISTING FLOORING WITHIN CONTRACT LIMIT LINE & PREPARE SURFACE FOR NEW FINISHES. COORDINATE WITH ASBESTOS ABATEMENT. 3.REMOVE EXISTING MILLWORK CLOSETS WITHIN CONTRACT LIMIT LINE, LOCATED WITHIN ROOMS LABELED 'DORM.' 4.REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH DEMOLITION & EXCAVATION / FOUNDATION WORK. SEE CIVIL, MEP AND STRUCTURAL DRAWINGS. 5.DEMOLISH EXISTING PARTITIONS & DOORS WHERE INDICATED. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY DEMOLITION. 6.DEMOLISH EXISTING WINDOW SILLS, JAMBS, AND HEAD FOR INSTALLATON OF NEW WOOD SILLS, JAMBS, AND HEAD. TYPICAL LL3 TO GROUND LEVEL 7.PREPARE EXISTING SPRINKLER SYSTEM FOR NEW WORK WITHIN CONTRACT LIMIT LINE. SEE FP DRAWINGS. 8.PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY CONTRACTUAL MEP WORK. 9.SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 10.COORDINATE WORK WITH PHASING PLANS G003 & G004 11.CORNELL TO REMOVE ALL LOOSE FURNISHINGS & EQUIPMENT UNLESS SPECIFICALLY NOTED. 12.COORDINATE ALL DEMOLITION WORK WITH ABATEMENT DRAWINGS 13. TYPICAL ALL FLOORS: NEW FLOOR DRAINS FOR TOILET ROOM FLOORS REQUIRE CORING OF EXISTING SLAB. COORDINATE LOCATION WITH PLUMBING DRAWINGS AND WITH STRUCTURAL DRAWING SEE 5/S300. 14.AT EXISTING BATHROOMS, EXISTING TILE FLOORING AND SETTING BED TO BE REMOVED AND A FLOOR LEVELING COMPOUND TO BE INSTALLED AT ALL EXISTING FLOOR DEPRESSIONS. PORCELAIN TILE FLOORING IN PROPOSED TOILET ROOMS TO BE INSTALLED FOR FLUSH CONDITION WITH CORRIDOR CARPET FLOORING. 15.All existing blinds to be demolished. New blinds are being proposed per current construction documents. 16.All existing wall tack boards to be demolished 17.All existing fire extinguishers to be removed and turned over to EH&S 18.Existing wall mounted conduit and ADA push panel on masonry wall in Loggia to be demolished GENERAL DEMOLITION NOTES: 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD104 Demolition Plan - Ground Level 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD104 1 Demolition Plan - Ground Level DEMOLITION KEYNOTES D1 REMOVE EXISTING FLOORING WITHIN AREAS OF SCOPE & PREPARE SURFACE FOR NEW FINISHES. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D2 REMOVE EXISTING CEILING TILES & CEILING SYSTEMS WITHIN AREAS OF SCOPE. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D3 REMOVE ALL EXISTING MILLWORK CLOSETS IN ROOMS LABELED 'DORM' ON THIS FLOOR D4 MODIFY EXISTING SPRINKLER SYSTEM WITHIN AREAS OF SCOPE. SEE FP DWGS. D5 DEMOLISH EXISTING BLOCK WITH PLASTER PARTITIONS & DOORS WHERE INDICATED. PATCH & REPAIR EXISTING ADJACENT WALLS TO REMAIN. SEE DEMOLITION LEGEND. D6 CUT EXISTING SLAB AS REQUIRED FOR PLUMBING WORK. SEE PLUMBING DRAWINGS. D7 DEMOLISH EXISTING MASONRY WALL. COORDINATE WITH PROPOSED MODIFICATIONS & STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. D8 DEMOLISH EXISTING FLOOR SLAB. COORDINATE EXTENTS WITH PROPOSED MODIFICATIONS. D9 DEMOLISH EXISTING STAIR. DEMOLISH EXISTING BLOCK WALLS AT PERIMETER OF STAIR. PREPARE SLAB EDGES FOR INSTALLATION OF SLAB INFILL. D10 REMOVE EXISTING ELEVATOR HALL LANTERN FOR RELOCATION. CONTRACTOR TO COORDINATE WORK WITH SCHINDLER ELEVATOR REP AND COVER ALL ASSOCIATED COSTS. D11 DISCONNECT & REMOVE EXISTING WHEELCHAIR LIFT FOR RELOCATION. SALVAGE ALL COMPONENTS FOR REUSE. D12 DEMOLISH EXISTING TERRACE, PAVING & LANDSCAPING AS REQUIRED FOR INSTALLATION OF PROPOSED TERRACE. SEE LANDSCAPE & CIVIL DRAWINGS FOR EXTENT OF SCOPE. (ALTERNATE 3) D13 REMOVE EXISTING STEP TO MECHANICAL ROOM. PREPARE SURFACES FOR INSTALLATION OF NEW STAIR. D14 REMOVE EXISTING PAVERS & GROUT TO CONCRETE SLAB. PREPARE CONCRETE SURFACE TO REMAIN FOR INSTALLATION OF NEW FLOORING & SUBSTRATE. D15 REMOVE EXISTING FINISHES AT COLUMN. CLEAN, PATCH, AND REPAIR FOR NEW FINISHES. COORDINATE WITH NEW WORK. D16 REMOVE EXISTING COLUMN ENCLOSURE. D17 DEMOLISH EXISTING WINDOW, TRIM & MASONRY LOW WALL FOR INSTALLATION OF NEW DOOR. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED MODIFICATIONS. D18 PROTECT EXISTING RAINWATER LEADER. D19 CUT OPENINGS IN EXISTING CONCRETE SLAB. COORDINATE WITH LOCATION OF EXISTING FLOOR CONSTRUCTION & PROPOSED MECHANICAL SYSTEMS. SEE STRUCTURAL & MEP DRAWINGS. D20 REMOVE EXISTING EXTERIOR LIGHT FIXTURES FROM MASONRY WALL. PATCH WHERE WALL IS TO REMAIN. D21 DEMOLISH EXISTING DRINKING FOUNTAIN. D22 REMOVE EXISTING BACKFLOW PREVENTER & ASSOCIATED CLOSET. SEE MEP DRAWINGS FOR SCOPE OF WORK. D25 REMOVE EXISTING FDC PIPING. REPAIR & PATCH WALL TO MATCH SURROUNDING WALL CONSTRUCTION. D26 SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF EXISTING BLOCK WALL D27 DEMOLISH FLOOR FINISH IN ELEVATOR. D28 DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. PREPARE OPENING FOR INSTALLATION OF GWB ON CFMF. D29 REMOVE CEILINGS, PROTECT FOR REINSTALLATION. D31 DEMOLISH EXISTING BLUESTONE PAVERS AND 4" CONCRETE STEP. PREPARE FOR NEW RAMP & LANDING. No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 UP 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L E A CLINIC FAC. OFFICE 158A SEMINAR ROOM 146 CLINIC DIR. OFFICE 158 CLINIC FAC. OFFICE 158B CLINIC STUDENT OFFICE 159 CLINIC STUDENT OFFICE 157 CLINIC FAC. OFFICE 154 CLINIC DIR. OFFICE 152 CLINIC FAC. OFFICE 150 CLINIC SUPPORT OFFICE 148 CLINIC STUDENT OFFICE 155 CLINIC STUDENT OFFICE 153 CLINIC FAC. OFFICE 151 CLINIC FAC. OFFICE 149 CLINIC CONFERENCE ROOM 147 STUDENT SERV. ASSIT. DEAN PUB. SERV. 145 STUDENT SERV. CORNELL JLPP 143 STUDENT SERV. CAREER OFF. 144 STUD SERV. ASSIT. DEAN CAREER SERV. 144A SEMINAR ROOM 146A STUDENT SERV. ASSOC. DIR. CAR. SERV. 141 STUDENT SERV. STUD. OFF. 139 STUDENT SERV. STUD. OFF. 137 STUDENT SERV. MOOT COURT BD. 135 STUDENT SERV. CU LAW REVIEW 133 STUDENT SERV. DIR. CAREER SERV. 142 STUDENT SERV CAREER SERV ASSOC. DIR 140 STUDENT SERV. STUD. EVENTS COORD. 138 STUDENT SERV. STUD. OFF. 136 STUDENT SERV. CU LAW REVIEW 134 STUDENT SERV. STOR. 131 STUDENT SERV. CLR. 129 STUDENT SERV. JOURNAL STAFF OFF. 127 STUDENT SERV. STUD. OFF. 128 STUDENT SERV. STUD. OFF. 128 STOR. 130D STUDENT SERV. OFF. 130A STUDENT SERV. OFF. 130B STUDENT SERV. OFF. 130C STUDENT SERV. INT'L LAW JOUR. 130 STUDENT SERV. CORNELL LAW REVIEW 132 STUDENT SERV. STOR. REG. 125 F.5 12.2 D10 D7 D9D21 JAN / ELEC 10061 D6 STAIR 3 10003 CLOSET 10065 CORRIDOR 10039 CLOSET 10060 STAIR 1 10001 ELEV 10070 CORRIDOR 10050 RESTROOM 10021 RESTROOM 10020 STAIR 2 10002 CORRIDOR 10047 CORRIDOR 10048 CORRIDOR 10049 CLOS. 144B CLOS. 135AEXT. WALLDEMO.COORD W/ NEWOPENINGAD3014 AD301 2 D18 D18 D19 13'-7"PHASE 2 EXISTING ROOF TO REMAIN CLEAN ALL DEBRIS AND RESTORE BALLAST 4.9 M OFFICE 157 20'-0"20'-0"11'-0"10'-2" 3'-8"21'-5"14'-6"14'-6"21'-4"14'-8"21'-2"14'-0"8'-0"6'-1 1/2"14'-6"3'-5"17'-11"7'-4"11'-1"6'-0 1/2"10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0" 5'-0 1/2" 4'-11 1/2" 10'-0"6'-1 1/2" D19 D27 EXISTING STORM WINDOWS TO BE MAINTAINED & PROTECTED (TYPICAL AT GROUND LEVEL, LEVEL 1 & LEVEL 2) AD102 3 REMOVE EXIST. CARPET & WALL BASE IN ELEV. LOBBY 5.1 4.0 7.0 K.174'-8" O.A.4'-1"2'-0"6'-10"14'-6"1'-1"1'-0"38'-0" O.A.1'-11"12'-2"9'-3"92'-0" O.A. 2'-1" 8" 10'-3"11'-1"2'-0" 4'-11 1/2" 80'-0" O.A. 5'-0 1/2" DEMO OFFICE WALL SHELVING, TYP. DEMO OFFICE WALL SHELVING, TYP.DEMO FCU TYP AT G LINE. EXISTING FCU TO REMAIN, TYP. AT K LINE 7.1 GENERAL NOTE: Demolish all ceilings from all rooms and corridors shown within Contract Limit Lines on Level 1. Coordinate ceiling removal per phasing diagrams. No ceiling removal in existing Stairs. EXISTING CEILING TO BE REMOVED FOR CONSTRUCTION OF NEW WALL. LOCATE NEW WALL TO ALIGN WITH EXISTING CEILING. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NOT IN SCOPE DEMOLITION KEYNOTED1 SCOPE ALTERNATE KEYNOTEA1 CONTRACT LIMIT LINE SLAB REMOVAL / FLAGSTONE PAVER REMOVAL. DEMO PLAN LEGEND: A. COORDINATE WITH OWNER B. ITEMS TO BE SALVAGED FOR OWNER: a. Existing ceilings to be salvaged for patching ceilings on L1 or L2 b. Existing WAP devices to be salvaged and turned over to CIT c. Exterior window handles to be removed and turned over to Law School d. One set of exterior window to be salvaged and turned over to Law School e. Any exterior storm windows identified for removal on L1 and L2 to be turned over to Law School f. Existing recessed wall-mounted mail boxes on LL1 to be salvaged and turned over to Campus Life g. Exterior Gothic Light Sconces for storage h. Locksets at Level 1 & Level 2 i. Closers at Level 1 & Level 2 j. Power Door Operators k. FACP (EH&S) l. SNAC (EH&S) m. FCUs in demolished work areas C. ITEMS TO BE SALVAGED FOR REUSE a. Exterior Stone LIST OF SALVAGED ITEMS: DEMOLISH: REMOVE AND DISPOSE OF IN A LEGAL FASHION. REMOVE: REMOVE FROM THE WORK AREA AND REINSTALL, SALVAGE, OR STORE AS INDICATED. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING. DEFINITIONS: 1.ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2.REMOVE EXISTING FLOORING WITHIN CONTRACT LIMIT LINE & PREPARE SURFACE FOR NEW FINISHES. COORDINATE WITH ASBESTOS ABATEMENT. 3.REMOVE EXISTING MILLWORK CLOSETS WITHIN CONTRACT LIMIT LINE, LOCATED WITHIN ROOMS LABELED 'DORM.' 4.REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH DEMOLITION & EXCAVATION / FOUNDATION WORK. SEE CIVIL, MEP AND STRUCTURAL DRAWINGS. 5.DEMOLISH EXISTING PARTITIONS & DOORS WHERE INDICATED. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY DEMOLITION. 6.DEMOLISH EXISTING WINDOW SILLS, JAMBS, AND HEAD FOR INSTALLATON OF NEW WOOD SILLS, JAMBS, AND HEAD. TYPICAL LL3 TO GROUND LEVEL 7.PREPARE EXISTING SPRINKLER SYSTEM FOR NEW WORK WITHIN CONTRACT LIMIT LINE. SEE FP DRAWINGS. 8.PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY CONTRACTUAL MEP WORK. 9.SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 10.COORDINATE WORK WITH PHASING PLANS G003 & G004 11.CORNELL TO REMOVE ALL LOOSE FURNISHINGS & EQUIPMENT UNLESS SPECIFICALLY NOTED. 12.COORDINATE ALL DEMOLITION WORK WITH ABATEMENT DRAWINGS 13.TYPICAL ALL FLOORS: NEW FLOOR DRAINS FOR TOILET ROOM FLOORS REQUIRE CORING OF EXISTING SLAB. COORDINATE LOCATION WITH PLUMBING DRAWINGS AND WITH STRUCTURAL DRAWING SEE 5/S300. 14.AT EXISTING BATHROOMS, EXISTING TILE FLOORING AND SETTING BED TO BE REMOVED AND A FLOOR LEVELING COMPOUND TO BE INSTALLED AT ALL EXISTING FLOOR DEPRESSIONS. PORCELAIN TILE FLOORING IN PROPOSED TOILET ROOMS TO BE INSTALLED FOR FLUSH CONDITION WITH CORRIDOR CARPET FLOORING. 15.All existing blinds to be demolished. New blinds are being proposed per current construction documents. 16.All existing wall tack boards to be demolished 17.All existing fire extinguishers to be removed and turned over to EH&S 18.Existing wall mounted conduit and ADA push panel on masonry wall in Loggia to be demolished GENERAL DEMOLITION NOTES: 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD105 Demolition Plan - Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD105 1 Demolition Plan - Level 1 DEMOLITION KEYNOTES D1 REMOVE EXISTING FLOORING WITHIN AREAS OF SCOPE & PREPARE SURFACE FOR NEW FINISHES. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D2 REMOVE EXISTING CEILING TILES & CEILING SYSTEMS WITHIN AREAS OF SCOPE. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D3 REMOVE ALL EXISTING MILLWORK CLOSETS IN ROOMS LABELED 'DORM' ON THIS FLOOR D4 MODIFY EXISTING SPRINKLER SYSTEM WITHIN AREAS OF SCOPE. SEE FP DWGS. D5 DEMOLISH EXISTING BLOCK WITH PLASTER PARTITIONS & DOORS WHERE INDICATED. PATCH & REPAIR EXISTING ADJACENT WALLS TO REMAIN. SEE DEMOLITION LEGEND. D6 CUT EXISTING SLAB AS REQUIRED FOR PLUMBING WORK. SEE PLUMBING DRAWINGS. D7 DEMOLISH EXISTING MASONRY WALL. COORDINATE WITH PROPOSED MODIFICATIONS & STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. D8 DEMOLISH EXISTING FLOOR SLAB. COORDINATE EXTENTS WITH PROPOSED MODIFICATIONS. D9 DEMOLISH EXISTING STAIR. DEMOLISH EXISTING BLOCK WALLS AT PERIMETER OF STAIR. PREPARE SLAB EDGES FOR INSTALLATION OF SLAB INFILL. D10 REMOVE EXISTING ELEVATOR HALL LANTERN FOR RELOCATION. CONTRACTOR TO COORDINATE WORK WITH SCHINDLER ELEVATOR REP AND COVER ALL ASSOCIATED COSTS. D11 DISCONNECT & REMOVE EXISTING WHEELCHAIR LIFT FOR RELOCATION. SALVAGE ALL COMPONENTS FOR REUSE. D12 DEMOLISH EXISTING TERRACE, PAVING & LANDSCAPING AS REQUIRED FOR INSTALLATION OF PROPOSED TERRACE. SEE LANDSCAPE & CIVIL DRAWINGS FOR EXTENT OF SCOPE. (ALTERNATE 3) D13 REMOVE EXISTING STEP TO MECHANICAL ROOM. PREPARE SURFACES FOR INSTALLATION OF NEW STAIR. D14 REMOVE EXISTING PAVERS & GROUT TO CONCRETE SLAB. PREPARE CONCRETE SURFACE TO REMAIN FOR INSTALLATION OF NEW FLOORING & SUBSTRATE. D15 REMOVE EXISTING FINISHES AT COLUMN. CLEAN, PATCH, AND REPAIR FOR NEW FINISHES. COORDINATE WITH NEW WORK. D16 REMOVE EXISTING COLUMN ENCLOSURE. D17 DEMOLISH EXISTING WINDOW, TRIM & MASONRY LOW WALL FOR INSTALLATION OF NEW DOOR. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED MODIFICATIONS. D18 PROTECT EXISTING RAINWATER LEADER. D19 CUT OPENINGS IN EXISTING CONCRETE SLAB. COORDINATE WITH LOCATION OF EXISTING FLOOR CONSTRUCTION & PROPOSED MECHANICAL SYSTEMS. SEE STRUCTURAL & MEP DRAWINGS. D20 REMOVE EXISTING EXTERIOR LIGHT FIXTURES FROM MASONRY WALL. PATCH WHERE WALL IS TO REMAIN. D21 DEMOLISH EXISTING DRINKING FOUNTAIN. D22 REMOVE EXISTING BACKFLOW PREVENTER & ASSOCIATED CLOSET. SEE MEP DRAWINGS FOR SCOPE OF WORK. D25 REMOVE EXISTING FDC PIPING. REPAIR & PATCH WALL TO MATCH SURROUNDING WALL CONSTRUCTION. D26 SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF EXISTING BLOCK WALL D27 DEMOLISH FLOOR FINISH IN ELEVATOR. D28 DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. PREPARE OPENING FOR INSTALLATION OF GWB ON CFMF. D29 REMOVE CEILINGS, PROTECT FOR REINSTALLATION. D31 DEMOLISH EXISTING BLUESTONE PAVERS AND 4" CONCRETE STEP. PREPARE FOR NEW RAMP & LANDING. No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 2 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 8 9 10 11 12 13 L E A ADMINISTRATION DIR. H.R. 257A ADMINISTRATION ADMIN. STAFF OFF. 257 ADMINISTRATION ASSOC. DEAN ADMIN. & FIN. 257B ADMINISTRATION DIR. FIN. SERVICES 257C ADMIN HR/PAYROLL COORDINATOR 255 FACULTY OFFICE 253 ADMINISTRATION CONF. RM. 249 FACULTY SUPPORT FAC. SEC. (2) 244 FACULTY OFFICE 242 FACULTY OFFICE 240 ADMINISTRATION ASSOC. DIR. ADMIN. 232 MECHANICAL ROOM 20068 FACULTY / VISITING FACULTY OFFICE 237 FACULTY / VISITING FACULTY OFFICE 238 AVON DIRECTOR 248 AVON FELLOWS 250 ADJUNCT FACULTY OFFICE 252 FACULTY / VISITING FACULTY OFFICE 235 FACULTY / VISITING FACULTY OFFICE 236 FACULTY / VISITING FACULTY OFFICE 234 ADMINISTRATION COPY RM. 228 ADMISSIONS ASSOC. DEAN 226C ADMISSIONS 226B ADMISSIONS ASSOC. DIR. 226A ADMISSIONS WAITING 226 ADMINISTRATION MAIL. RM. 225 ADMINISTRATION STAFF FOOD LOUNGE 227 ADMINISTRATION STAFF TV LOUNGE 230 ADMINISTRATION STOR. 230A FINANCIAL AID DIR. OFFICE 229 F.5 12.2 D10 D9 D7 D8 D1 D1 D1 D1 D1 D5 D1 D2 D2 D2 D21 JAN / ELEC 20060 MECHANICAL ROOM 20067 MECHANICAL ROOM 20066 CORRIDOR 20048 CORRIDOR 20049 CORRIDOR 20047 STAIR 2 20002 ELEV 20070 STAIR 1 20001 MECH. 20069 OIT 259 STAIR 3 20003 14'-8"6"EXT. WALL DEMO.COORD W/ NEW OPENINGAD301 2 PHASE 2 M SALVAGE EXISTING FCU FOR OWNER 14'-6" 21'-4" 14'-8" 21'-2"21'-5" 14'-6" 20'-0" 20'-0" 11'-0" 13'-10" 20'-0" 20'-0" 21'-1" 14'-6" 21'-4" 3'-5" 17'-11"14'-0" 8'-0"7'-4" 7'-4" 11'-1" EXISTING STORM WINDOWS TO BE MAINTAINED & PROTECTED (TYPICAL AT GROUND LEVEL, LEVEL 1 & LEVEL 2 EXISTING SHAFT OPENINGS TO REMAIN SALVAGE EXISTING DOOR, FRAME & SIDELITE FOR REINSTALLATION AT LEVEL 2. PREPARE DOOR FOR INSTALLATION OF PANIC HARDWARE REMOVE EXIST. CARPET & WALL BASE IN ELEV. LOBBY DEMO CEILING FOR MODIFICATION OF DUCTWORK 5.1 4.0 7.0 K.1 2'-0"6'-10" 14'-6"4'-1"74'-8" O.A.1'-1"1'-11"12'-2" 9'-3"38'-0" O.A.1'-0"92'-0" O.A. 2'-1" 2'-0"8" 10'-3" 11'-1" 7.1 D2 D2 D2 D2 D2 D2 EX. CEILING TO REMAIN D2 EX. CEILING TO REMAIN D2 EX. CEILING TO REMAIN EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NOT IN SCOPE DEMOLITION KEYNOTED1 SCOPE ALTERNATE KEYNOTEA1 CONTRACT LIMIT LINE SLAB REMOVAL / FLAGSTONE PAVER REMOVAL. DEMO PLAN LEGEND: A. COORDINATE WITH OWNER B. ITEMS TO BE SALVAGED FOR OWNER: a. Existing ceilings to be salvaged for patching ceilings on L1 or L2 b. Existing WAP devices to be salvaged and turned over to CIT c. Exterior window handles to be removed and turned over to Law School d. One set of exterior window to be salvaged and turned over to Law School e. Any exterior storm windows identified for removal on L1 and L2 to be turned over to Law School f. Existing recessed wall-mounted mail boxes on LL1 to be salvaged and turned over to Campus Life g. Exterior Gothic Light Sconces for storage h. Locksets at Level 1 & Level 2 i. Closers at Level 1 & Level 2 j. Power Door Operators k. FACP (EH&S) l. SNAC (EH&S) m. FCUs in demolished work areas C. ITEMS TO BE SALVAGED FOR REUSE a. Exterior Stone LIST OF SALVAGED ITEMS: DEMOLISH: REMOVE AND DISPOSE OF IN A LEGAL FASHION. REMOVE: REMOVE FROM THE WORK AREA AND REINSTALL, SALVAGE, OR STORE AS INDICATED. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING. DEFINITIONS: 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. REMOVE EXISTING FLOORING WITHIN CONTRACT LIMIT LINE & PREPARE SURFACE FOR NEW FINISHES. COORDINATE WITH ASBESTOS ABATEMENT. 3. REMOVE EXISTING MILLWORK CLOSETS WITHIN CONTRACT LIMIT LINE, LOCATED WITHIN ROOMS LABELED 'DORM.' 4. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH DEMOLITION & EXCAVATION / FOUNDATION WORK. SEE CIVIL, MEP AND STRUCTURAL DRAWINGS. 5. DEMOLISH EXISTING PARTITIONS & DOORS WHERE INDICATED. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY DEMOLITION. 6. DEMOLISH EXISTING WINDOW SILLS, JAMBS, AND HEAD FOR INSTALLATON OF NEW WOOD SILLS, JAMBS, AND HEAD. TYPICAL LL3 TO GROUND LEVEL 7. PREPARE EXISTING SPRINKLER SYSTEM FOR NEW WORK WITHIN CONTRACT LIMIT LINE. SEE FP DRAWINGS. 8. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING AFFECTED BY CONTRACTUAL MEP WORK. 9. SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 10. COORDINATE WORK WITH PHASING PLANS G003 & G004 11. CORNELL TO REMOVE ALL LOOSE FURNISHINGS & EQUIPMENT UNLESS SPECIFICALLY NOTED. 12. COORDINATE ALL DEMOLITION WORK WITH ABATEMENT DRAWINGS 13. TYPICAL ALL FLOORS: NEW FLOOR DRAINS FOR TOILET ROOM FLOORS REQUIRE CORING OF EXISTING SLAB. COORDINATE LOCATION WITH PLUMBING DRAWINGS AND WITH STRUCTURAL DRAWING SEE 5/S300. 14. AT EXISTING BATHROOMS, EXISTING TILE FLOORING AND SETTING BED TO BE REMOVED AND A FLOOR LEVELING COMPOUND TO BE INSTALLED AT ALL EXISTING FLOOR DEPRESSIONS. PORCELAIN TILE FLOORING IN PROPOSED TOILET ROOMS TO BE INSTALLED FOR FLUSH CONDITION WITH CORRIDOR CARPET FLOORING. 15.All existing blinds to be demolished. New blinds are being proposed per current construction documents. 16.All existing wall tack boards to be demolished 17.All existing fire extinguishers to be removed and turned over to EH&S 18. Existing wall mounted conduit and ADA push panel on masonry wall in Loggia to be demolished GENERAL DEMOLITION NOTES: 4.2 F G H 6 CUT & CAP EXISTING GUTTER DEMOLISH SLAB. COORD. WITH MEP & STRUCT. DWGS STRUCT 8'-4" SEE 2'-0"STRUCT1'-4" SEE4'-0"4.0 14'-6" 14'-8" 24'-9" 2'-0" DEMOLISH EXISTING LOUVERS 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD106 Demolition Plan - Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD106 1 Demolition Plan - Level 2 DEMOLITION KEYNOTES D1 REMOVE EXISTING FLOORING WITHIN AREAS OF SCOPE & PREPARE SURFACE FOR NEW FINISHES. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D2 REMOVE EXISTING CEILING TILES & CEILING SYSTEMS WITHIN AREAS OF SCOPE. GC TO COORDINATE WITH ASBESTOS ABATEMENT. D3 REMOVE ALL EXISTING MILLWORK CLOSETS IN ROOMS LABELED 'DORM' ON THIS FLOOR D4 MODIFY EXISTING SPRINKLER SYSTEM WITHIN AREAS OF SCOPE. SEE FP DWGS. D5 DEMOLISH EXISTING BLOCK WITH PLASTER PARTITIONS & DOORS WHERE INDICATED. PATCH & REPAIR EXISTING ADJACENT WALLS TO REMAIN. SEE DEMOLITION LEGEND. D6 CUT EXISTING SLAB AS REQUIRED FOR PLUMBING WORK. SEE PLUMBING DRAWINGS. D7 DEMOLISH EXISTING MASONRY WALL. COORDINATE WITH PROPOSED MODIFICATIONS & STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. D8 DEMOLISH EXISTING FLOOR SLAB. COORDINATE EXTENTS WITH PROPOSED MODIFICATIONS. D9 DEMOLISH EXISTING STAIR. DEMOLISH EXISTING BLOCK WALLS AT PERIMETER OF STAIR. PREPARE SLAB EDGES FOR INSTALLATION OF SLAB INFILL. D10 REMOVE EXISTING ELEVATOR HALL LANTERN FOR RELOCATION. CONTRACTOR TO COORDINATE WORK WITH SCHINDLER ELEVATOR REP AND COVER ALL ASSOCIATED COSTS. D11 DISCONNECT & REMOVE EXISTING WHEELCHAIR LIFT FOR RELOCATION. SALVAGE ALL COMPONENTS FOR REUSE. D12 DEMOLISH EXISTING TERRACE, PAVING & LANDSCAPING AS REQUIRED FOR INSTALLATION OF PROPOSED TERRACE. SEE LANDSCAPE & CIVIL DRAWINGS FOR EXTENT OF SCOPE. (ALTERNATE 3) D13 REMOVE EXISTING STEP TO MECHANICAL ROOM. PREPARE SURFACES FOR INSTALLATION OF NEW STAIR. D14 REMOVE EXISTING PAVERS & GROUT TO CONCRETE SLAB. PREPARE CONCRETE SURFACE TO REMAIN FOR INSTALLATION OF NEW FLOORING & SUBSTRATE. D15 REMOVE EXISTING FINISHES AT COLUMN. CLEAN, PATCH, AND REPAIR FOR NEW FINISHES. COORDINATE WITH NEW WORK. D16 REMOVE EXISTING COLUMN ENCLOSURE. D17 DEMOLISH EXISTING WINDOW, TRIM & MASONRY LOW WALL FOR INSTALLATION OF NEW DOOR. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED MODIFICATIONS. D18 PROTECT EXISTING RAINWATER LEADER. D19 CUT OPENINGS IN EXISTING CONCRETE SLAB. COORDINATE WITH LOCATION OF EXISTING FLOOR CONSTRUCTION & PROPOSED MECHANICAL SYSTEMS. SEE STRUCTURAL & MEP DRAWINGS. D20 REMOVE EXISTING EXTERIOR LIGHT FIXTURES FROM MASONRY WALL. PATCH WHERE WALL IS TO REMAIN. D21 DEMOLISH EXISTING DRINKING FOUNTAIN. D22 REMOVE EXISTING BACKFLOW PREVENTER & ASSOCIATED CLOSET. SEE MEP DRAWINGS FOR SCOPE OF WORK. D25 REMOVE EXISTING FDC PIPING. REPAIR & PATCH WALL TO MATCH SURROUNDING WALL CONSTRUCTION. D26 SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF EXISTING BLOCK WALL D27 DEMOLISH FLOOR FINISH IN ELEVATOR. D28 DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. PREPARE OPENING FOR INSTALLATION OF GWB ON CFMF. D29 REMOVE CEILINGS, PROTECT FOR REINSTALLATION. D31 DEMOLISH EXISTING BLUESTONE PAVERS AND 4" CONCRETE STEP. PREPARE FOR NEW RAMP & LANDING. 1/8" = 1'-0"AD106 2 Demolition Plan - Partial Attic Level No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 REMOVE EXISTING MASONRY AT CONTROL JOINTS WHEREVER POSSIBLE. SEE DEMOLITION PLAN FOR EXTENT OF APPROXIMATE FACADE DEMOLITION. COORDINATE FACADE REMOVAL WITH NEW WORK. DEMOLISH EXISTING WINDOW UNITS WITHIN AREA OF DEMOLITION. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION & SHORING SCOPE AT EXTERIOR WALL. CUT EXISTING GUTTER AT LINE OF MASONRY EXPANSION JOINT. CAP CUT END. DEMOLISH EXISTING RWL LIMESTONE TRIM & MASONRY ABOVE TO REMAIN CUT GUTTERPROTECT GUTTERSEE CIVIL DWGS FOR RWL MODIFICATIONS DEMOLISH EXISTING WINDOW UNIT. PROTECT EXISTING RELIEVING ANGLE. REMOVE EXISTING CURTAINS & ASSOCIATED HARDWARE REMOVE EXISTING MASONRY FINISH ABOVE WINDOW OPENING FOR INSTALLATION OF NEW CANOPY & STONE VENEER. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED WORK. SEE S201 FOR STRUCTURAL SECTION AND A411 FOR ARCHITECTURAL SECTION. DEMOLISH EXISTING MASONRY WALL BELOW WINDOW. COORDINATE DEMOLITION WITH PROPOSED WORK. SEE A411 REMOVE EXISTING INTERIOR & EXTERIOR SILLS. PATCH & REPAIR ADJACENT STONE AS REQUIRED TO MAINTAIN VERTICAL LINE OF MASONRY AT OPENING. ALIGN REMOVE PLANTINGS & MODIFY GRADING. SEE LANDSCAPE & CIVIL DWGS. PROTECT EXIST. RWL TO REMAIN RE-PAINTING OF EXISTING WOOD TRIM NOT IN SCOPE OF PROJECT. D LEVEL G 30' - 3" LEVEL 1 40' - 4" F FDC DEMOLISH EXISTING WINDOW UNIT. PROTECT EXISTING RELEIF ANGLE. REMOVE EXISTING CURTAINS & ASSOCIATED HARDWARE DEMOLISH EXISTING LOW WALL FOR ENLARGENED OPENING IN WALL. COORDINATE DEMOLITION WITH PROPOSED WORK. EXISTING MASONRY FACADE TO REMAIN EXISTING WINDOW & SILL TO REMAIN REMOVE EXISTING SILL REMOVE EXISTING MASONRY FINISH ABOVE WINDOW OPENING FOR INSTALLATION OF NEW CANOPY & STONE VENEER. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED WORK. PROTECT EXIST RWL TO REMAIN AD301 6 REMOVE PLANTINGS & MODIFY GRADING. SEE LANDSCAPE & CIVIL DWGS.3"REMOVE FDC. PATCH EXISTING MASONRY WALL TO MATCH SURROUNDING WALL CONSTRUCTION. SALVAGED MASONRY VENEER UNITS TOOTHED INTO EXISTING MASONRY VENEER WALL REMOVE BELL K.5 LL2 10' - 1" D LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" F G EXISTING SLATE ROOFING TO REMAIN EXISTING DORMER TO REMAIN EXISTING WINDOWS TO REMAIN EXISTING EXTERIOR WALL DEMO. COORD. WITH LOCATION OF EXISTING MASONRY CONTROL JOINTS & ADJACENT WINDOW UNITS. SALVAGE EXISTING MASONRY VENEER FOR REUSE EXISTING MASONRY WALL EXISTING COPPER GUTTER TO REMAIN. CAP AT SOUTH END. CUT EXISTING GUTTER AT LOCATION OF NEW ROOF EDGE. REMOVE GUTTER ABOVE NEW ROOF AND CAP EXISTING GUTTER TO REMAIN.10'-1"10'-1"10'-1"10'-1"10'-1"DEMOLISH (5) EXISTING WINDOW UNITS WITHIN AREA OF EXTERIOR WALL DEMOLITION. MASONRY TO REMAIN BEYOND LINE OF SCOPE EXISTING RWL TO REMAIN STRUCTURAL WALL AND VENEER TO REMAIN.13'-7"VIF3'-8"LINE OF B.O. NEW CURTAIN WALL & SOFFIT TOOTH SALVAGED MASONRY VENEER UNITS INTO EXISTING MASONRY VENEER WALL. PROVIDE ANCHORS . K.5 TEMPORARY FIRE RATED PARTITION AT WINDOWS WITHIN 10' OF STAIR CONSTRUCTION (TYP AT 10 WINDOWS) L3 0" L4 16' - 3" DEMOLISH EXISTING EXTERIOR WALL. PROTECT EXISTING STRUCTURE TO REMAIN. REMOVE & RETURN TO OWNER EXISTING LIGHT FIXTURES WITHIN LOGGIA, TYP. PROTECT FINISHES AT COLUMNS. REMOVE WOOD MOULDING, TYP. REMOVE EXISTING DOOR. REMOVE STONE PAVERS AT LOGGIA FLOOR & THRESHOLD BETWEEN COLUMNS TO MORTAR BED. PREPARE FOR LEVELING COMPOUND TO MEET FINISH FLOOR ELEVATION AT GROUND LEVEL PROTECT EXISTING MASONRY FINISHES AT WALL WITH WINDOW & DOOR OPENINGS. SEE DEMOLITION PLAN FOR SCOPE OF FINISHES TO REMAIN. PROTECT RWL. CUT PAVERS AWAY FROM RWL AT FLOOR PENETRATION NOTE: TYPICAL FOR DEMOLITION OF EAST & WEST LOGGIA WALLS PROTECT EXISTING RWL TO REMAIN PROTECT EXISTING FINISHES AT COLUMNS MODIFY GRADING. SEE LANDSCAPE & CIVIL DWGS SALVAGE EXTERIOR MASONRY UNITS, DEMOLISH BLOCK BACK UP WALL REMOVE WOOD DOOR REMOVE PTD WOOD MOULDING DEMOLISH STONE PAVERS AND GROUT BED DOWN TO STRUCTURAL SLAB PROTECT EXISTING STRUCTURE WITHIN WALL CONSTRUCTION B.O. BEAM IN MASONRY WALL8'-8 3/4" VIFSALVAGE EXISTING LIGHT FIXTURE TO OWNER REMOVE EXISTING DOOR AND FRAME FOR INSTALLATION OF NEW DOOR ALTERNATE 3: REMOVE PAVING AT TERRACE FOR INSTALLATION OF NEW PAVING PROTECT EXISTING SLATE ROOF AND EXISTING CANOPY REMOVE EXISTING FIRE PROTECTION/DRAINAGE PIPES & PATCH AND REPAIR EXISTING TO MATCH STONE VENEER MASONRY TO REMAIN (HATCHED) PROTECT EXIST. RWL & CONNECTION TO DRAIN ALTERNATE 3: PREPARE EXTERIOR WALL FOR INSTALLATION OF (3) LIGHT FIXTURES L4 16' - 3" 7a7b8a8b9a9b891010a10b DEMOLISH (2) EXISTING WINDOW UNITS REMOVE EXISTING DOOR, FRAME & SILL DEMOLISH EXISTING MASONRY WALL . PROTECT EXIST. STRUCTURE. SHORE AS REQUIRED9'-0"14'-6 1/2" VIF MASONRY TO REMAIN (HATCHED), CLEAN ALL MASONRY REMOVE BIKE RACKS REMOVE LIGHT FIXTURES AND ASSOCIATED CONDUITS & PATCH AND REPAIR EXISTING TO MATCH STONE VENEER REMOVE EXIST. PTD WD MOULDING, TYP ALIGN REMOVE DOOR, SILL & FRAME CLEAN EXISTING WINDOWS, REPAINT ALL WOOD TRIM. SEE 12/ A704 TOOTH IN SALVAGED MASONRY UNITS INTO EXISTING MASONRY VENEER WALL PLASTER ON CONCRETE DESK TO REMAIN6 5/8" 6 A413 4 A413 7.1 9 1/2"2" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 AD301 Demolition Elevations 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"AD301 1 Demolition Photograph - West Facade Scope 1/8" = 1'-0"AD301 3 Demolition Photograph - Opening to New Vestibule 1/4" = 1'-0"AD301 4 Demolition Elevation - Opening to New Vestibule 1/8" = 1'-0"AD301 2 Demolition Elevation - West Stair 1/8" = 1'-0"AD301 5 Demolition Photograph - Existing West Door at Loggia 1/4" = 1'-0"AD301 6 Demolition Elevation - Loggia West Doorway 1/8" = 1'-0"AD301 7 Openings at South Event Room Wall 1/4" = 1'-0"AD301 8 Demlition Elevation - South Loggia Wall No. Date Revision UP DN 1 2 3 4.2 5.0 A.1 B D C 6 STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58J WC 3L0021 SERVICE 3L0068 SERVICE 3L0063 SERVICE 3L0066 MACHINE ROOM 3L0060 ELEV. 3L0070 JC 3L0061 SERVICE 3L0062 VESTIBULE 3L0041 STAIR 1 3L0001 SERVICE 3L0065 STUDENT OFFICER 3L58H A 3L58H 3L58J 3L58 3L58H A701 1.1 1.2 1.3 1.4 P4A P4A P3A A701 2.1 2.2 STUDENT OFFICER 3L58G STUDENT OFFICER 3L58E9'-1"3L58G3L58E3L58G STUDENT OFFICER 3L58D STUDENT OFFICER 3L58C STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A 3L58D 3L58C 3L58B 3L58A P2 P2 5'-1 3/16" 1 A312 3L0041-B P5 CENTER PARTITION ON MULLION AT DOUBLE- WINDOW UNIT, TYP. EQ EQ EQ 9'-8 1/2" VIF9'-1"9'-7 1/2" VIF 3 3L0041-A 3L0001 EX-B EX-C EX-B EX-B EX-B EX-B EX-C 20'-0" 20'-0" 11'-0" 13'-10" 10'-11" 92'-0"38'-0"ST-B ST-B ST-B ST-B EQ EQ PHASE 1 ST-C ST-B ST-C FCU MTL ENCLOSURE TYP. 3 3 2 2 2 2 2 2 2 2 1 A412 3'-2" REPLACE EXISTING FIRE EXTINGUISHER WITH 2-A RATED FIRE EXTINGUISHER. P5 P3A 2HR RATED CEILING & SOFFIT ABOVE A101 2 3L0062 EXISTING DOOR TO REMAIN, ADD DOOR CONTACTS. REPAINT DOOR AND FRAME. FEC 6 A811 TRANSOM SIDELITE, SHOWN DASHED, TYP. ELEV LOBBY 3L0042 P4A P4A EXTERIOR CONCRETE RAMP. SEE LANDSCAPE & CIVIL DWGS FOR GRANITE ASHLAR PATTERN 5'-0"NEW STANDPIPE RISER, TYP EA FLOOR EXTERIOR VESTIBULE 306 4 A401 A302 5 FDC ST-C ST-C 5.1 2'-1"1'-1"1'-0"CUH EMFAAP5 1/2"P3A14'-6"P1A P4 P2 7.1 A512 11 13'-1" 8"21'-5"EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE BY OTHERS UNLESS OTHERWISE NOTED 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED 3 4.2 NEW FEC IN EXISTING FEC CABINET EXISTING MASONRY CONSTRUCTION2HR RATED ASSEMBLY ULU411. (2) LAYERS 5/8" GWB ON 3 5/8" MTL FRAMING ALIGN 90MIN. RATED DOOR BLOCK6" EXIST.4 A803 ALIGN NEW RISER, SEE FP DWGS 4.0 NEW CUH IN EXISTING FCU RECESS A1: LOGGIA STEEL WINDOWS: INSTALL STEEL WINDOWS AND DOOR AT LOGGIA IN LIEU OF ALUMINUM SYSTEM AND DOOR. A2: DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN AROUND COILS, PUMP, AND WORK ASSOCIATED WITH DOAS-1 UNIT. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. A3: DINING TERRACE: INSTALL CONCRETE TERRACE AND STAIRS. PROVIDE NEW STORM WATER PIPING AND NEW RETAINING WALLS AND GUARDRAILS. A4: 1/2" GRANITE FLOORING AT LOGGIA AND LOWER LEVEL 1 PROVIDE 1/2" GRANITE FLOORING AT GROUND FLOOR AND LOWER LEVEL 1 PUBLIC CORRIDOR AREAS IN LIEU OF PORCELAIN TILE FLOORING ALTERNATES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A101 Floor Plan - Lower Level 3 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A101 1 Floor Plan - Lower Level 3 1" = 1'-0"A101 2 Enlarged Plan - Typical Stair 1 Door Replacement & FEC Infill No. Date Revision DNUP UP FD FD 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 EDITORS 2L58B EDITORS 2L58C EDITORS 2L58D 792 SF LAW REVIEW READING ROOM 2L58 ELEV. 2L0070 JLPP READING ROOM 2L46 OFFICE 2L46A OFFICE 2L30C OFFICE 2L30B SHARED OFFICE 2L30A 554 SF ILJ READING ROOM 2L30 JC 2L0061 STAIR 1 2L0001 MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 LII BULLETIN OFFICE 2L37 IDF 2L35 SHARED ADMIN OFFICE 2L39 STAIR 2 2L0002 A 3.1 A701 4.1 4.24.3 4.4 A701 5.1 5.4 5.3 4 P4A P4A P4A P5 P4A P5 P4A P4A P4A P4A P4A A612 4 1 A311 P2 P2 P2 ELEVATOR VESTIBULE 2L0041 2L0022 2L0021 A302 2 STG 2L0069 STG 2L0067 2L0069 2L0067 P2 P7 A501 1 F.1 F.2 JLPP CONFERENCE ROOM 2L46B 1 A312 A302 3 ALIGNA7011 2 2L58 2L58C2L58D 2L58B 2L46 2L46B 2L46A 2L37 2L39 2L30 2L30C 2L30B 2L30A BOOK STORAGE UNITS STAIR ABOVE STG 2L34 13'-3"P2 P8 EXISTING TERRACE AT +6'-0" 2L0048 2L35 2L34 2L0001 P7 14'-1"10'-0"W CEIL. 5'-4 1/2" COORD.EQEQ15'-6 3/8" VIF 8'-9" 12'-6"14'-1 1/4"P7 7'-8 3/4"STG 2L58A P5 EX-C EX-B EX-B EX-B EX-B EX-B EX-C EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B 20'-0" 20'-0" 11'-0" 13'-10" EXISTING MASONRY WALL TO REMAIN 2L58A RAISED CONCRETE SLAB WITH WALK OFF MAT, SEE STRUCT. DWGS CONCRETE PAD. SEE LANDSCAPE/CIVIL DWGS CONCRETE RAMP ON EXISTING SLAB. PROVIDE 1:12 MAX SLOPE PATCH SLAB AT BASE OF EXIST. STAIR 2 WHERE REMOVED. PREP FOR NEW FLOORING 1 A401 A511 6 ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B EX-A ST-B ST-B STEEL COLUMN, SEE STRUCT. DWGS PHASE 1 STL BEAM ABOVE, SEE STRUCT. DWGS P5 P7 5'-1"13'-0" 2 2 2 2 2 2 2 3 2 2 3 2 BOOK STORAGE UNITS 21'-6 1/2"2 12'-0"BOOK STORAGE UNIT 2 22 2 1 A412 2 P7 3.1 5'-4" 4.9 INFILL OPENING AT DEMOLISHED FEC P5 (2) 16"x16" SHAFT OPENINGS IN EXIST. SLAB. SEE MEP & STRUCT. DWGS (2) 36"x36" SHAFT OPENINGS ABOVE 6 A811 FTC, TYP. SEE MEP DWGS P2A P8 P2 FECP2A P2 HANDRAILS AT SIDES OF RAMP. PROVIDE BLOCKING IN WALL1'-0"1'-0"A101 2 P5 3 A413 P4A ST-CST-C ST-CST-C 5.18" 10'-3" 92'-0" 2'-1"21'-5" 14'-6"11"1'-11"2'-1"38'-0"1'-0"1'-1"3'-0" 1'-1"74'-8"14'-6" 21'-4" 14'-8"20'-1"6'-10" 14'-6" 2'-3" 10'-2" 2'-3" 4.0 7.0 K.1 7'-10"2 7'-11" 9' - 8 1/2"11' - 9"11' - 9"16'-0"15'-4"IT CONDUITS EM 7.1 CONCRETE SLAB ABOVE AT LL1 EXTENSION 7'-6" FTC, TYP. SEE MEP DWGS 6'-0"MARKERBOARD 8'-0"10'-0"MARKER BOARD BOOK STORAGE UNIT BOOK STORAGE UNIT 8'-0"1 A701/702 CORRIDOR 2L0040 CORRIDOR 2L0040 A512 11 A512 11 A512 11 STG 2L341/4"1'-0"INSULATED PARTITION K.5 MB-1 6'-0" MB-1 MB-1 6'-0"MARKER BOARD EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE BY OTHERS UNLESS OTHERWISE NOTED 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED A1: LOGGIA STEEL WINDOWS: INSTALL STEEL WINDOWS AND DOOR AT LOGGIA IN LIEU OF ALUMINUM SYSTEM AND DOOR. A2: DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN AROUND COILS, PUMP, AND WORK ASSOCIATED WITH DOAS-1 UNIT. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. A3: DINING TERRACE: INSTALL CONCRETE TERRACE AND STAIRS. PROVIDE NEW STORM WATER PIPING AND NEW RETAINING WALLS AND GUARDRAILS. A4: 1/2" GRANITE FLOORING AT LOGGIA AND LOWER LEVEL 1 PROVIDE 1/2" GRANITE FLOORING AT GROUND FLOOR AND LOWER LEVEL 1 PUBLIC CORRIDOR AREAS IN LIEU OF PORCELAIN TILE FLOORING ALTERNATES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A102 Floor Plan - Lower Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A102 1 Floor Plan - Lower Level 2 No. Date Revision FD FD FD EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE BY OTHERS UNLESS OTHERWISE NOTED 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7b 8 9 10 11 12 13 L E A F.5 12.2 12.2 A702 2.1 A7023.2 3.1 2.2 A504 5 1 A311 A302 2 DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 FLEX OFFICE L52 STG L46A IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B EXEC DIR L44 POST DOC L42 MEN'S RESTROOM L0021 CORRIDOR L0041 CONFERENCE L39 FLEX OFFICE L31 FLEX OFFICE L33 FLEX OFFICE L29 WORKROOM L30 MECH L0065 SVC L0045 ELEC L0064 ELEC. L0063 STORAGE ROOM L0068 ELEVATOR MACHINE RM L0066 GENDER NEUTRAL TOILET L0023 WOMEN'S RESTROOM L0022A612 3 A611 5A611 4 6 3 4 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 JC L0061STAIR 1 L0001 ELEV. L0070 STAIR 2 L0002 L0023 L33 L31 L30L29 L0022 L0068 L46A L52 L54L56L58 P2A P2 P2 P2 P4A A501 2 F.1 F.2 L0021 L0069 L0067 EVENT ROOM L28 DINING L24 1 A312 A7021.4 1.1 1.2 1.3 A5037 3 6 4 POS L28D L28A L28B L44 L42 A302 3 W1.1 W1.2 A703 10 MILLWORK COUNTER-HEIGHT TABLES W/ WATERFALL EDGE. FINISH TO MATCH VENEER PANELS 7'-9 1/2" 5'-0" 3'-0" 5'-0" 9 L57 L55 L53 L39 MILLWORK AV LECTERN 10'-0" L46 L0001 P4A STL MESH SECURITY CURTAIN & ENCLOSURE L28C AV CABINET A504 1 A503 1 1'-3" 14'-6" 21'-4" 1'-7" 4'-10" MIN.7'-0"12'-1"EQ EQ 16'-0"10'-6"10'-1 7/8"EQ EQALIGNA501 3 A710 9 A711 7 3 EX-B EX-C EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-C EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-CST-C ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B SERVERY L15 KITCHEN L16 OFFICE L17 STG L0069 STG L0067 A811 1 STEEL COLUMN, SEE STRUCT. DWGS SLAB INFILL, SEE STRUCT. DWGS SUPPLY & RETURN RISERS, SEE MEP DWGS PHASE 15'-1"2 2 2 2 2A 2 2 3 2A 2A 2 2 3 2A 2 WOOD FRAME FLUSH WITH WOOD PANELING TRASH RECEPTACLE TRASH RECEPTACLE STAIR 3 L0003 2A 2 2 22A 1 A412 3.1 5'-4" 4.9 M INFILL OPENING AT DEMOLISHED FEC A103 2 P56 A811 P2A 3'-0"AED CABINET A101 2 IT CONDUIT RISERA103 3 A512 9 CORRIDOR L0041 4" CONCRETE SLAB INFILL AT AREA OF DEMOLITION. DOWEL INTO EXISTING SLAB. FECDININGL25IGU5'-0"3 A413 L24 ST-CST-C 5.1 4.0 7.0 K.1 5'-8"3'-4"22'-3 1/2" 1'-1" 36'-2" 16'-1" 5" 7'-9 1/2" 5 1/2" 12'-3 1/2"12'-2 1/2"14'-6" 21'-4" 14'-8" 21'-1"14'-1"22'-6" 14'-6" 1'-11" 9'-10" 10'-0 1/2"1'-0"1'-1"11'-6" 5" 7'-6" 5" 19'-5 1/2"4 1/2" 20'-0" 20'-0" 11'-0" 13'-10"2'-1" 92'-0" FEC 4' - 1"7.1 SEE A811 FOR WINDOW & STORM WINDOW TYPES AV_L11 REPLACE LOCKSET ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-H2 E075 E076 E466 E467 E468 ATM E085 DOOR CONNECTED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS P2A IT CONDUITS A512 10P2 FCU STORAGE L35D EMERGENCY GENERATOR ROOM L0063 NEW CARPET AND WOOD BASE, NEW PAINT, NEW SIGNAGE AT ELEV LOBBY 1'-6" 3 4.2 B 1 A412 4" EXISTING CONSTRUCTION TO REMAIN. SEE STRUCT. DWGS P7 P7 P7 P7 SEE PLAN FOR ADJACENT WALL LOCATIONS SHAFT OPENING IN EXISTING SLAB. COORDINATE SIZE WITH MEP DWGS. PROTECT EXISTING BEAM BELOW. SEE STRUCT. DWGS 2'-9 1/2" 3'-0" OPN 4" 3'-0" OPN VARIES3'-0"4.0 H CLEAR 1'-11" MIN.1'-0"CL OF BEAM BELOW, SEE STRUCT. DWGS INSULATED DUCT RISERS, SEE MEP DWGS IT CONDUIT & PIPING RISERS. COORD. WITH MEP & IT DWGS P7 P7 SLAB INFILL AT EXIST. STAIR OPENING. SEE STRUCT. DWGS SEE PLAN FOR ADJACENT WALL LOCATIONS PER FLOOR3'-10"1'-4"P5 VARIESVARIES7.0 6 A412 A1: LOGGIA STEEL WINDOWS: INSTALL STEEL WINDOWS AND DOOR AT LOGGIA IN LIEU OF ALUMINUM SYSTEM AND DOOR. A2: DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN AROUND COILS, PUMP, AND WORK ASSOCIATED WITH DOAS-1 UNIT. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. A3: DINING TERRACE: INSTALL CONCRETE TERRACE AND STAIRS. PROVIDE NEW STORM WATER PIPING AND NEW RETAINING WALLS AND GUARDRAILS. A4: 1/2" GRANITE FLOORING AT LOGGIA AND LOWER LEVEL 1 PROVIDE 1/2" GRANITE FLOORING AT GROUND FLOOR AND LOWER LEVEL 1 PUBLIC CORRIDOR AREAS IN LIEU OF PORCELAIN TILE FLOORING ALTERNATES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A103 Floor Plan - Lower Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A103 1 Floor Plan - Lower Level 1 1/4" = 1'-0"A103 2 Enlarged Plan - Typical North DOAS Riser Shaft 1/4" = 1'-0"A103 3 Enlarged Plan - Typical South DOAS Riser Shaft No. Date Revision UP UP DN DN UP DNUP FD EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE BY OTHERS UNLESS OTHERWISE NOTED 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L E DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 ASST. DEAN COMMUNICATIONS - WRITER - FORUM WRITER - BUDGET G58B SPD ADMIN G31 CONF. ROOM G39 SEMINAR ROOM G29 RECEPTION / ADMIN. G58 PAYROLL G58A COMMUNICATIONS G46 STAIR 1 G0001 ELEV. G0070 JC G0081 SERVICE G0080 ELEVATOR G0071 SERVICE G0062 STAIR G0004 SVC G38 SERVICE G35 STAIR 2 G0002 JC G0065 A SPD ASST. DEAN G33 F.5 12.2 G58B G58A G58 JC G0061 P2 P2 P2 P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A P4A WOMEN'S RESTROOM G0021 A505 2 3 A704 9 A704 2 3 4 1 A704 1516 17 A705 5.3 5.1 5.25.4 4 5 A704 5 6 7 8 1 A311 2 A312 10 ELEC. G0063 G0041-B W4.2 -3" A301 2 ELEVATOR VESTIBULE G0041 G0021 VESTIBULE G0040 3 1 A302 2 A3014 MEETING ROOM G34 OFFICE G28N OFFICE G28P MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S RECEPTION ENTRY G28 MEETING ROOM G26 WORK STUDY G28B LEADERSHIP GIFT OFFICER G28C ASST DIR ANNUAL FUNDING G28D MAJOR GIFT OFFICER G28F A.4.3.10 MAJOR GIFT OFFICER G28G PROGRAM OFFICER G28H DIRECTOR ANNUAL FUND G28J DIRECTOR ALUM AFFAIRS G28K EXEC. ASST. TO ASSOC. DEAN G28L ASSOC. DEAN G28M A502 1 F.1 F.2 STG G28AG31 1 A312 G28R-B G28SG28P G41 G28L G28M G28K G28J G28H G28G G28F G28D G28C G28A G26 A302 3 W3.1 W2.2 W2.1 G0040B G0040A 8'-0" P4A HARDSCAPING, SEE LANDSCAPE DWGS LANDSCAPING, SEE LANDSCAPE DWGS EXISTING AIR VENT / ACCESS. REPLACE CONCRETE COLLAR & GRATE. SEE LANDSCAPE & CIVIL DWGS G0024 G52 G50G58EG58DG58C G39 G33 G29 G0001 P7 P7 P2F P2F P2 P2F P2F P2 P2P2P2F P2 G46 WALK OFF MAT G28N G28R-A G41M-B 8'-2"2'-3"10'-2"2'-3"P2 P5A EX-B EX-C EX-B EX-B EX-BEX-F EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-C EX-B EX-B EX-B EX-B EX-B EX-B EX-F EX-B WC ST-BST-F ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-B ST-BST-B ST-F ST-B ST-B ST-B ST-B ST-B G0041-A CORRIDOR G0048 A505 1 CW2.3CW3.1CW3.1CW2.1CW2.1CW2.1CW2.1CW2.2 CW2.2 STEEL COLUMN, SEE STRUCT. DWGS PHASE 2PHASE 1 EXISTING STORM WINDOWS TO REMAIN 2 2A 2 2 2A 3A DRINKING FOUNTAIN 2 2 3A 3A 2A 2 2A 2A 2A 2 2A G60 245 G60A 121 G0058 29 G0069 27 G0046 73 G0065 39 G0045 168 G0066 34 G0021 166 G0020 163 G0061 55 G0062 64 G25A 14 G25 358 G71 54 G0068 24 G0056 152 G0051 117 G62A 13 G62 264 2 2 22 222 1 A412 3.1 3'-4" 4.9 M A103 2 INFILL OPENING AT DEMOLISHED FEC P5 G34 P5 IT CONDUIT RISER P2A FEC A101 2 A103 3 A512 9 W3.2 CW2.4 W4.1 A704 18 6 A811 P4A P4A P4A P4A 1'-6"MAX 4" P2 ST-CST-C ST-CST-C 5.1 4.0 7.0 K.1 3A21'-5" 14'-6"1'-1"1'-0"38'-0"9'-11" 9'-11" 13'-9" 17'-3" 13'-1" 20'-0" 20'-0" 11'-0" 13'-10"24'-0" 19'-1" 20'-0" 20'-0" 21'-1" 14'-6" 21'-4" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0" 2'-1"1'-11" 208'-10" 25'-2" 5" 10'-5" 5" 11'-5" 5" 8'-10 1/2" 5" 10'-4" 5" 10'-4" 5" 8'-10 1/2" 5" 10'-4" 5" 8'-10 1/2" 5" 10'-1" 5" 15'-3 1/2" 13'-6" 8'-8"10'-7"10'-0"16'-0"2'-0"14'-6" 21'-4" 14'-8" 20'-1"2'-1"E E E E E E E E E EEE BUILDING DIRECTORIES PATCH /REPAIR EXISTING WALL, NEW PAINT FLOOR BOX CENTER IN ROOM A612 11 5 A401 6 A401 7.1 8" E117 DOOR CONNECTED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS ENCLOSED LOGGIA G0041 PORCELAIN TILE FLOORING, STONE FLOORING ALTERNATE SEE FINISH PLANS NEW CARPET AND WOOD BASE, NEW PAINT, NEW SIGNAGE W-R1 RATED, CONCEALED DOOR ON HOLD OPEN, CONNECTED TO FIRE ALARM E114 1'-6" 2' - 0" 5'-0" P2 CORRIDOR G0041 CORRIDOR G28 CORRIDOR G0041 CLEAN AND PAINT AT EXISTING GWB PARTITIONS STAIR 3 G0003 CUH IN WOOD ENCLOSURE 10'-0"12'-0" 2'-0" PROVIDE CLOCK AT CENTERLINE OF WALL MB-1 4 A413 6 A413 A1: LOGGIA STEEL WINDOWS: INSTALL STEEL WINDOWS AND DOOR AT LOGGIA IN LIEU OF ALUMINUM SYSTEM AND DOOR. A2: DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN AROUND COILS, PUMP, AND WORK ASSOCIATED WITH DOAS-1 UNIT. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. A3: DINING TERRACE: INSTALL CONCRETE TERRACE AND STAIRS. PROVIDE NEW STORM WATER PIPING AND NEW RETAINING WALLS AND GUARDRAILS. A4: 1/2" GRANITE FLOORING AT LOGGIA AND LOWER LEVEL 1 PROVIDE 1/2" GRANITE FLOORING AT GROUND FLOOR AND LOWER LEVEL 1 PUBLIC CORRIDOR AREAS IN LIEU OF PORCELAIN TILE FLOORING ALTERNATES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A104 Floor Plan - Ground Level 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A104 1 Floor Plan - Ground Level No. Date Revision DN FD FD 1 2 3 4.2 5.0 A.1 B D C FF GG JJ HH 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L E SEMINAR ROOM 129 ASSIST DIR 128E DIR. INTER. 128H OPS ADMIN 128C C.S. INTERVIEW 128N C.S. INTERVIEW 128M C.S. INTERVIEW 130 C.S. INTERVIEW 132 STORAGE 128A ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E SHARED CONFERENCE ROOM 128B WORKROOM STORAGE DEAN OF STUD. 126ACAREER SERVICES RECEPTION / ADMIN. 128 MEETING ROOM 134 CLINICS OFFICE 155 CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 CLINICS OFFICE 152 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 ELEVATOR 10070 JC 10061STAIR 1 10001 RESTROOM 10021 CLINICS OFFICE 139 STAIR 2 10002 A F.5 12.2 CLINICS OFFICE 137 126C 126B 128B-B128B-A 128A10044A 137 139 137 139 128K 128M 128N A705 7.1 7.4 7.3 7.2 A706 5 6 7 8 A7058.4 8.1 8.2 8.3 1 A311 2 A312 A705 10.1 126 P2 P2 W7.2 W6.2 VESTIBULE CANOPY BELOW EXISTING DOWNSPOUT AND OVERFLOW SPOUT TO REMAIN, TYP. STAIR 3 10003 ELEC 100635'-8"P5 P2F P2F P2F P2F CORRIDOR 10040 ELEVATOR VESTIBULE 10041 WAITING 136 CORRIDOR 10044 LOUNGE 127 A302 2 OPS ASSIST DEAN 128D DIRECTOR 128J ASSOC DEAN 128G 128C128D128E 128G128H128J IDF 128K TYP. AT WINDOWS W/ INSUL FURRING A3014 A502 2 A612 3 F.1 F.2 1 A312 A302 3 129 133 STG 126J W7.1 126J 10021 134 10045 A706 1 126F 126E 11'-6" 6'-1 3/8"16'-0"5'-0"10'-4"EQEQ14'-0"10001 22'-0"8" 4'-11" RESTROOM 10020 10020 1'-0" 152 14'-8"RECEP / ADMIN DEAN OF STUD. 126 CORRIDOR 10044 P5A FLOOR PENETRATION AND RATED SHAFT ENCLOSURE, SEE MEP & STRUCT. DWGS EX-FEX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-B EX-F EX-B EX-C EX-C EX-C EX-C STEEL COLUMN, SEE STRUCT. DWGS PHASE 2 A512 95'-1"E 1A 1 1 1 1 1A E E E E E E 1A E E 1A WC 1 1 2 3A2A 1 A412 3.1 5'-4" 4.9 M A103 2 P5 20'-0" 20'-0" 11'-0" 10'-2" 3'-8" 24'-0"12'-2" 9'-3" 14'-6" 1'-11"2'-3" 10'-2" 2'-3" P5 P7 P5 IT CONDUIT RISER 1'-6" P2A FEC A101 2 A103 3 ENCLOSURE AT PLUMBING VENT RISER, SEE MEP DWGS P5 W6.1 130132 10044B W5.1 W5.2 3'-0"6'-0"DRINKING FOUNTAIN A704 18 P5P59"P5 P5 5.1 4.0 7.0 K.1 E E E E E E E E EE E E E E E E E E E E 14'-1 1/2"6'-6 1/2" 13'-9"14'-5 1/2"13'-2"2'-0" 25'-0" 5" 10'-9" 5" 11'-5" 5" 13'-4 1/2" 5" 13'-9 1/2" 5" 11'-4" 5" 10'-3" 5" 19'-7"14'-8"12'-2"6'-1"8'-9 1/2"6'-2"12'-7 1/2"12'-3"12'-3"12'-5"10'-10"8'-4 1/2" 5'-2"13'-10"5'-3 1/2"P4 P4 P4 AED CABINET EM NEW RISER NEW CARPET AND WOOD BASE, NEW PAINT, NEW SIGNAGE FLOOR BOX CENTER IN ROOM FLOOR BOX CENTER IN ROOM A105 2 7.1 W-R1 INSTALL RATED WINDOW UNIT AT LOCATION OF EXISTING WINDOW 8" 10'-3" 11'-1" DOOR CONNECTED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS E316 E288 E522 E318 2'-1"1'-1"1'-0"2'-1"16'-6" 6'-10" 14'-6" 1'-1" PROVIDE CLOCK AT CENTERLINE OF WALL MB-1 NEW FTC NEW FTC EXISTING DOWNSPOUT AND OVERFLOW SPOUT TO REMAIN, TYP. 1A EXISTING UNIT. PROVIDE NEW CHERRY WOOD ENCLOSURE. EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE BY OTHERS UNLESS OTHERWISE NOTED 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED A1: LOGGIA STEEL WINDOWS: INSTALL STEEL WINDOWS AND DOOR AT LOGGIA IN LIEU OF ALUMINUM SYSTEM AND DOOR. A2: DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN AROUND COILS, PUMP, AND WORK ASSOCIATED WITH DOAS-1 UNIT. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. A3: DINING TERRACE: INSTALL CONCRETE TERRACE AND STAIRS. PROVIDE NEW STORM WATER PIPING AND NEW RETAINING WALLS AND GUARDRAILS. A4: 1/2" GRANITE FLOORING AT LOGGIA AND LOWER LEVEL 1 PROVIDE 1/2" GRANITE FLOORING AT GROUND FLOOR AND LOWER LEVEL 1 PUBLIC CORRIDOR AREAS IN LIEU OF PORCELAIN TILE FLOORING ALTERNATES 2 A401 7.0 SHEET METAL FLASHING TURNED UP AT EDGE OF ROOF STANDING SEAM ROOFING SYSTEM CLEAR 3 1/2" MAINTAIN CLEARANCE FOR DRAINAGE COPPER FLASHING OVER ROOFING SYSTEM 2 1/2" SLOPE1/4" SLOPE2'-8"7'-8 1/2"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A105 Floor Plan - Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A105 1 Floor Plan - Level 1 1/2" = 1'-0"A105 2 Ground Level Canopy Roof Plan No. Date Revision DN 1 2 3 4.2 5.0 A.1 B D C FF GG JJ HH K.0 K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L EE JC 20061 MEETING ROOM 244 LAWYERING OFFICE 256A LAWYERING RECEPTION 256 LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 LAWYERING OFFICE 253 FACULTY SUPPORT OFFICE 249 TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 COPY ROOM 229 ADJUNCT FACULTY OFFICE 231 MECH SHAFT 20063 TENURED FACULTY OFFICE 235 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 ELEV. 20070 MECHANICAL 20068 CIT 258 MECH ATTIC 1 20069 STAIR 1 20001 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 ADJUNCT FACULTY OFFICE 230 A F.5 12.2 LAWYERING OFFICE 251 CORRIDOR 20041 251 STAFF FOOD LOUNGE 226 A706 2.1 1 A311 2 A312 A706 2.2 A7061.4 1.1 1.2 1.3 A7063.4 3.1 3.2 3.3 W9.1 W9.2 W9.3 STAIR 3 20003 P2 P2 P5A P5A P5 P2 MAIL 228 P5 231 230 232-A233-A CLOSET 250A CLOSET 246A STAIR 2 20002 CLOSET 247A CLOSET 245A CLOSET 237A CLOSET 235A CLOSET 241A CLOSET 243A CLOSET 240A CLOSET 238A COAT CLOSET 233A VIF 5'-0" P5 P2 P2 A302 2 A612 5 244 F.1 F.2 1 A312 233-B A302 3 CORRIDOR 20041 232-B COAT CLOSET 232A 2'-8 1/2" VIF 10'-2"FACULTY LOUNGE 227 CLOSET 227A MECHANICAL 20025 STEEL COLUMN, SEE STRUCT. DWGS NEW RISER E E E E 1A 1A E E 1A 1 A412 3.1 5'-4" 4.9 M 3'-1"FEC 1'-6"IT CONDUIT RISER CORRIDOR 20048 CORRIDOR 20041 20046 W8.1 REUSE EXISTING WOOD DOOR, FRAME & SIDELITE. PROVIDE PANIC HARDWARE 20048 DOAS RISER, SEE MEP DWGS A103 3 NEW PLUMBING VENT RISER, SEE MEP DWGS. PATCH & REPAIR EXISTING PIPING ENCLOSURE A704 18 5.1 4.0 7.0 K.1 E EM NEW CARPET AND WOOD BASE AT FULL EXTENT OF CORRIDOR NEW CARPET AND WOOD BASE, NEW PAINT, NEW SIGNAGE 7.1 DOOR CONNECTED TO FIRE ALARM. SEE ELECTRICAL DRAWINGS E310 E524 E308 20001 8 1/2"P3A EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE PROVIDED BY OWNER, INSTALLED BY GC. 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A106 Floor Plan - Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A106 1 Floor Plan - Level 2 No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L E A F.5 12.2 1 A311 2 A312 CATWALK AT LOWER ELEVATION ELEVATOR OVERRUN OPEN TO MECH ATTIC 1 20069 BELOW SEE MEP DWGS FOR ATTIC RENOVATION SCOPE A302 2 F.1 F.2 1 A312 EXISTING GUTTER 1" / 1'-0" STANDING SEAM ROOF ON STL STRUCTURAL FRAMING FORMED METAL GUTTER AT LOW- POINT OF ROOF NEW RWL WITH HEAT TRACE FROM SCUPPER TO NEW ROOF A302 3 FLASHING FROM ROOF TO EXISTING MASONRY WALL, SHOWN DASHED RWL WITH HEAT TRACE 5 A411 5 A411 5 A411 5 A411 WD FRAME W/ RIGID INSULATION & PLY SHEATHING AT LOUVER OPENINGS, TYP. SHAFT OPENING WITH FIRE/SMOKE DAMPER IN EXISTING CONCRETE SLAB. SEE STRUCT & MEP DWGS STEEL BEAMS AT OPENING FOR DUCT SHAFT BELOW CONCRETE SLAB SHOWN DASHED. SEE STRUCT DWGS A612 10 3.1 4.9 M CONNECT PLUMBING VENT RISER TO EXISTING, SEE MEP DWGS ELEV. OVERRUN 30070 5.1 4.0 7.0 K.1 7.1 SNOW / ICE GUARD EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 1i EQUIPMENT TAG, SEE LEGEND FOR DESCRIPTION 1 HOUR FIRE SEPARATION 1i SIGN TYPE, SEE SIGN TYPES A801 FURNITURE, SHOWN FOR REFERENCE. NOT IN CONTRACT. 101 DOOR TAG, SEE SCHEDULE A801 Pi PARTITION TYPE, SEE A901 FOR DETAIL PLAN LEGEND 2 HOUR FIRE SEPARATION AREA OF CONCRETE FLOOR INFILL AREA OF EXISTING ROOF SYSTEM PATCHING / REPLACEMENT NOTE: TYPICAL PARTITION IS P2 UNLESS OTHERWISE NOTED Wi GLAZING TYPE, SEE A811 FOR DETAIL GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 4. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 5. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 6. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 7. FURNITURE BY OTHERS UNLESS OTHERWISE NOTED 8. SEE FINISH PLAN FOR FLOOR FINISHES. 9. TYPICAL PARTITION IS P2, UNLESS OTHERWISE NOTED 10. PATCH ALL OPENINGS MADE DURING SURVEYS 11. AT ALL IRREGULAR FLOOR AREAS PROVIDE SELF-LEVELING FLOOR UNDERLAYMENT 12. PROVIDE ACCESS PANELS AS INDICATED AND AS REQUIRED FOR NECESSARY EQUIPMENT MAINTANENCE. PROVIDE RATED ACCESS PANELS AT RATED PARTITIONS. CONTRACTOR SHALL COORDINATE AND SUBMIT ACCESS PANEL SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. WATER COOLER / DRINKING FOUNTAIN EXISTING 2 HOUR FIRE SEPARATION WC DF MILLWORK FCU ENCLOSURE METAL FCU ENCLOSURE 1A or 3A or E (EXISTING) 2 or 3 or E (EXISTING) FEC FIRE EXTINGUISHER CABINET, A-2 RATED 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A107 Floor Plan - Attic / Level 3 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A107 1 Floor Plan - Attic / Level 3 No. Date Revision 1 2 3 4.2 5.0 A.1 B D C 6 A STUDENT OFFICER 3L58H STUDENT OFFICER 3L58J STUDENT GROUP SPACE 3L58 JC 3L0061 ELEV. 3L0070 STAIR 1 3L0001 A.F.F.8' - 3"A.F.F.8' - 3" A.F.F.8' - 0" A.F.F.7' - 6" EXTERIOR STUDENT OFFICER 3L58G STUDENT OFFICER 3L58E A.F.F.8' - 3"A.F.F.8' - 3" A.F.F.8' - 3" A.F.F.8' - 0"A.F.F.8' - 3" STUDENT OFFICER 3L58D STUDENT OFFICER 3L58C STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A 1 A312 A.F.F.8' - 0" VESTIBULE 3L0041A.F.F.7' - 6" A.F.F.8' - 0" MANUAL ROLLER WINDOW SHADE, TYP. AT ALL WINDOWS A.F.F. TYP8' - 0" @ WINDOWS 9 A201 1 A412 P7 2HR RATED GWB CEILING 4.9 4 A401 3 A413 5.1 4.0 7.0 A.F.F.7' - 6" 1'-8 1/2"3' - 0" SERVICE 3L0062 WC 3L0021 SERVICE 3L0068 SERVICE 3L0063 SERVICE 3L0066 MACHINE ROOM 3L0060 SERVICE 3L0065 ELEV LOBBY 3L00424' - 6" 6/A201 W16 BEAMS SHOWN DASHED (8'-4 1/2" AFF) 6" FDC MAIN 7.1 A.F.F.7' - 6"A.F.F.7' - 6"A.F.F.7' - 6" IDF CONDUITS EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION CEILING / SOFFIT HEIGHT ABOVE FINISH FLOOR (DATUM) 2x4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM 2x2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM REFLECTED CEILING PLAN LEGEND GWB CEILING ON METAL FRAMING OR ACOUSTICAL PLASTER WHERE NOTED, SEE RCP 7' - 6" A.F.F. SUSPENDED WOOD CEILING (WOOD SLATS / WOOD PANELS) EXISTING CEILINGS TO REMAIN SHOWN GREY WOOD VENEER PANEL CEILING SUPPLY DIFFUSER / RETURN DIFFUSER. SEE MEP FOR SIZE MOTORIZED SHADE AT EVENT ROOM ONLY. MANUAL SHADES AT ALL OTHER WINDOW OPENINGS. ACCESS PANEL. COORDINATE LOCATION WITH MEP DRAWINGS RECESSED 1x4 TROFFER AF-01 FIXTURE TYPE TAG PREFIXSYMBOL RECESSED DOWNLIGHT AD AF-02RECESSED 2x2 TROFFER WALL MTD WALLWASH AW02 RECESSED DOUBLE DIRECTIONAL DOWNLIGHT AA RECESSED DIRECTIONAL DOWNLIGHT AW01 SURFACE-MTD ACCENT 1(SEE CUT SHEETS FOR SIZE) SURFACE MOUNTED ACCENT 2 AZ01 LINEAR SLOT AS AZ03 PENDANT ACCENT AP LED CHANNEL AC 1.EXISTING FIXTURES TO REMAIN SHOWN GRAY 2.SEE ELECTRICAL DRAWINGS FOR FIXTURE TAGS & ADDITIONAL NOTES. EXIT SIGN XC EXTERIOR LED CHANNEL AX-02 EXTERIOR GOTHIC SCONCE AX-01 EXTERIOR GOTHIC SCONCE, CORNER-MOUNTED SECURE TO EXIST. MASONRY AX-01 COORD. CLEARANCE WITH MEP/FP & AV/IT, TYP. SEE RCP FOR EL.2" MIN. FINISH CEILING, SEE RCP EXIST. STRUCT, VIF SUSPENDED ACP OR GWB SUSPENDED ACP METAL STUD BRACE @ 4'-0" O.C. 5/8" GWB ON 3 5/8" MTL STUDS @ 16" O.C. GWB SOFFIT SEE RCP FOR EL. SEE RCP FOR EL.6"6"SEE RCP PTD GWB CEILING METAL STUD BRACE @ 4'-0" O.C. 5/8" GWB ON 3 5/8" MTL STUDS @ 16" O.C.PTD GWB SOFFIT & CEILING SEE RCP FOR EL. SEE RCP FOR EL. NEW OR EXISTING CONSTRUCTION PTD GWB CEILING SEE RCP FOR EL. FLEXIBLE GWB EXPANSION JOINT. SEE RCP FOR LOCATIONS 1/2" SUSPENDED ACP SUSPENDED ACP METAL STUD BRACE @ 4'-0" O.C. 5/8" GWB ON 3 5/8" MTL STUDS @ 16" O.C. GWB SOFFIT SEE RCP FOR EL. SEE RCP FOR EL.6"2 1/16"SEE RCP 2"2 3/4"#12-GA. HANGER WIRE ON MAX 4' CENTERS HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER BLACK COATED GLASS FIBER INSULATION FOR ACOUSTICAL ABSORPTION AT ALL WOOD SLAT CEILINGS WOODBACKER WOOD DOWEL 5 1/2" MAX #12-GA. HANGER WIRE ON MAX 4' CENTERS HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER SCREW WOODBACKER PANEL GRILLE3"2HR RATED HORIZONTAL PARTITION SEE RCP FOR EL. FINISHED FACE OF CEILING EXIST. STRUCT, VIF DUCTS, SEE MECHANICAL DWGSSAEA SPRINKLER PIPING, SEE FP DWGSMEP & STRUCTCOORD. W/PTD GWB CEILING METAL STUD BRACE @ 4'-0" O.C. 5/8" GWB OR WOOD VENEER PANEL ON 3 5/8" MTL STUDS @ 16" O.C. SEE ELEVATIONS WD VENEER CEILING PANEL SECURED TO MTL FRAMINGSEE RCP FOR EL. SEE RCP FOR EL. WD VENEER WALL PANEL BEYOND. SEE PLAN FOR LOCATIONS ALIGN WHERE OCCURS #12-GA. HANGER WIRE ON MAX 4' CENTERS DRYAWALL CEILING GRID (FOR TYPICAL GWB APPLICATION) SPRING WASHER AND SCREW 1" ACOUSTICAL BOARD 1/8" ACOUSTICAL PLASTER ACOUSTICAL COATING MTL STUD GWB SPLAY WIRE REINFORCED TO CONCRETE OR METAL ABOVE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A201 Reflected Ceiling Plan - Lower Level 3 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A201 1 Reflected Ceiling Plan - Lower Level 3 1 1/2" = 1'-0"A201 2 Section Detail - Ceiling at Existing Beam 1 1/2" = 1'-0"A201 3 Section Detial - GWB Soffit to ACT Ceiling 2 1 1/2" = 1'-0"A201 4 Section Detial - GWB Soffit to GWB Ceiling 1 1 1/2" = 1'-0"A201 5 Section Detail - GWB Ceiling Expansion Joint 1 1/2" = 1'-0"A201 6 Section Detail - GWB Soffit 3" = 1'-0"A201 7 Perimeter Detail (Side) 3" = 1'-0"A201 8 Section Detail - Wood Slat Ceiling Edge 1 1/2" = 1'-0"A201 9 Section Detail - 2HR Rated GWB Ceiling 1 1/2" = 1'-0"A201 10 Section Detail - Wood Ceiling Threshold 3" = 1'-0"A201 11 Section Detail - Acoustical Plaster Ceiling GENERAL NOTES 1. AT PROPOSED CEILING HEIGHTS THAT ARE AT CODE MINIMUM (7'-6") GC TO COORDINATE ALL ABOVE CEILING INFRASTRUCTURE TO ENSURE PROPER FIT. 2. GC TO PROVIDE COORDINATION DRAWINGS SEE COMMON WORK RESULTS FOR HVAC SPECIFICATION 230500. SUBMIT COORDINATION DRAWINGS THAT SHOW ALL HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION INSTALLATIONS INCLUDING 4 PIPE FAN COIL UNITS AND 2 PIPE CABINET UNIT HEATERS, CONDENSATION PUMPS AND PIPING, VALVES AND ACCESS PANELS, OUTSIDE AIR VENTILATION DUCTWORK, , EXISTING GLYCOL AND CHILLED WATER AND HOT WATER PIPING, CABLE TRAYS, CONDUIT, LIGHTING FIXTURES, LIGHT CONTROLS AND FIRE PROTECTION SPRINKLER PIPING INCLUDING NEW FDC 6" MAIN CONNECTION TO STAIR 1. INCLUDE ALL MAJOR STRUCTURAL ELEMENTS. INDICATE CLEARANCE BELOW EACH ITEM. PROVIDE SCALED DRAWINGS. No. Date Revision EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION CEILING / SOFFIT HEIGHT ABOVE FINISH FLOOR (DATUM) 2x4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM 2x2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM REFLECTED CEILING PLAN LEGEND GWB CEILING ON METAL FRAMING OR ACOUSTICAL PLASTER WHERE NOTED, SEE RCP 7' - 6" A.F.F. SUSPENDED WOOD CEILING (WOOD SLATS / WOOD PANELS) EXISTING CEILINGS TO REMAIN SHOWN GREY WOOD VENEER PANEL CEILING SUPPLY DIFFUSER / RETURN DIFFUSER. SEE MEP FOR SIZE MOTORIZED SHADE AT EVENT ROOM ONLY. MANUAL SHADES AT ALL OTHER WINDOW OPENINGS. ACCESS PANEL. COORDINATE LOCATION WITH MEP DRAWINGS 1 2 3 4.2 5.0 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L E A F.5 12.2 1 A311 2 A312 A.F.F.9' - 0" A.F.F.7' - 6" A.F.F.8' - 3"A.F.F.8' - 0" A.F.F.8' - 3" A.F.F.8' - 3"A.F.F.8' - 3"A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 3" A.F.F.7' - 6" F.1 F.2 1 A312 SEE MEP FP DRAWINGS FOR SCOPE OF WORK, FDC PIPING TO BE REMOVED GLASS DRAFT CURTAIN A.F.F.8' - 0" GENDER NEUTRAL TOILET L0023 WORKROOM L30 FLEX OFFICE L29 FLEX OFFICE L31 FLEX OFFICE L33 WOMEN'S RESTROOM L0022 CONFERENCE L39 MEN'S RESTROOM L0021 POST DOC L42 EXEC DIR L44 VISITING SCHOLAR LOUNGE / WORKSPACE L46B IGLS AND CLARK E.A. RECEPTION L46 STG L46A FLEX OFFICE L52 DIRECTOR L54 ASSIST. DEAN L56 DIR. PROGRAM ADMISSIONS L58 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 STAIR 1 L0001 JC L0061 ELEV. L0070 A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" DINING L24 EVENT ROOM L28 A.F.F.10' - 6" A.F.F.11' - 0" STG L0069 STG L0067 A.F.F.7' - 6" A.F.F.7' - 6" A.F.F.7' - 6" CORRIDOR L0041 A.F.F.8' - 0" A.F.F.9' - 0" A.F.F.9' - 4" LOW A.F.F.8' - 0" A.F.F.7' - 6"4'-6" 6'-0" 4'-6" STAIR 2 L0002 STAIR 3 L0003 A503 2 A504 2 EQ EQ EQ EQ EQ EQ 4'-9" A.F.F.10' - 6" A.F.F.10' - 6" A.F.F. TYP7' - 6" A.F.F.7' - 6" 3'-10"4'-3"EQ EQ EQ EQ EQ EQ EQ EQ TYP. 3'-8" 2'-4" A.F.F.7' - 6" INSTALL ACOUSTICAL CEILING SYSTEM TO REPLACE EXISTING STORAGE ROOM L0068 EQ EQ EQ1'-0"1'-0"A612 7 Sim SLOPED GWB CEILING MANUAL ROLLER WINDOW SHADE, TYP. AT ALL WINDOWS MOTORIZED ROLLER WINDOW SHADE, TYP. AT EVENT ROOM WINDOWS ONLY CORRIDOR L0041 A.F.F.8' - 3" EQ EQ EQEQEQ EQ EQ EQ3'-6 1/2"3'-10 1/2"ALIGNALIGN EQ EQ EQ EQ 5"7"1'-2"1'-3"2'-4"2'-5"EQEQEQEQ2'-3"1'-6"EQEQ4'-6"4'-6" CEILING HUNG AW01 LIGHT FIXTURES TO BE CENTERED ABOVE MILLWORK COUNTERHEIGHT TABLE, TYP. SEE ELEVATION ON A703 FOR MORE INFORMATION. A.F.F.10'-0"EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQA.F.F.9' - 0" A.F.F.10'-0"A.F.F.11'-0" A.F.F.10' - 6" A.F.F.10' - 6" A.F.F.10' - 6" 1 A412 CLOSELY-SPACED SPRINKLERS ADJACENT TO DRAFT CURTAIN. SEE FP DWGS PANEL PANEL PANEL A.F.F.9'-0" WOOD-SLAT CEILING A.F.F.9'-0" 3.1 4.9 M ELEC. L0063 ELEC L0064 SVC L0045 MECH L0065 NEW GRATING SEE CIVIL DRAWINGS 6 A811 5 A413 5.1 4.0 7.0 K.1 W16 BEAMS SHOWN DASHED (8'-4 1/2" AFF) W14 / W16 BEAMS SHOWN DASHED (8'6 1/2" / 8'-4 1/2" AFF) A.F.F.8' - 3" A.F.F.7' - 6" SSS SSS SSS A.F.F.7' - 6"A.F.F.7' - 6" A.F.F.8' - 0" A.F.F.7' - 6" SUPPLY DIFFUSERS ACCESS PANEL ACCESS PANEL CEILING-MOUNTED FCU, SEE MEP DWGS CEILING-MOUNTED FCU, SEE MEP DWGS EXTERIOR WALL SCONCES, ALTERNATE 3 MM MM MM A.F.F.9'-0" A.F.F.9' - 0" STORAGE L35D1'-7"1'-6 1/2" ACCESS PANEL A.F.F.7' - 6" 7.1 2'-0"1'-0"A.F.F.7' - 6" A.F.F.7' - 6"A.F.F.7' - 6"4'-0 3/16"1'-6"7 A201 A.F.F.7' - 6" EMERGENCY GENERATOR ROOM L0063 1 A413 6 A201 6 A201 SERVERY L35C KITCHEN L35B STOR. L35A DINING OFFICES L35 RECESSED 1x4 TROFFER AF-01 FIXTURE TYPE TAG PREFIXSYMBOL RECESSED DOWNLIGHT AD AF-02RECESSED 2x2 TROFFER WALL MTD WALLWASH AW02 RECESSED DOUBLE DIRECTIONAL DOWNLIGHT AA RECESSED DIRECTIONAL DOWNLIGHT AW01 SURFACE-MTD ACCENT 1(SEE CUT SHEETS FOR SIZE) SURFACE MOUNTED ACCENT 2 AZ01 LINEAR SLOT AS AZ03 PENDANT ACCENT AP LED CHANNEL AC 1.EXISTING FIXTURES TO REMAIN SHOWN GRAY 2.SEE ELECTRICAL DRAWINGS FOR FIXTURE TAGS & ADDITIONAL NOTES. EXIT SIGN XC EXTERIOR LED CHANNEL AX-02 EXTERIOR GOTHIC SCONCE AX-01 EXTERIOR GOTHIC SCONCE, CORNER-MOUNTED SECURE TO EXIST. MASONRY AX-01 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A203 Reflected Ceiling Plan - Lower Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A203 1 Reflected Ceiling Plan - Lower Level 1 GENERAL NOTES 1. AT PROPOSED CEILING HEIGHTS THAT ARE AT CODE MINIMUM (7'-6") GC TO COORDINATE ALL ABOVE CEILING INFRASTRUCTURE TO ENSURE PROPER FIT. 2. GC TO PROVIDE COORDINATION DRAWINGS SEE COMMON WORK RESULTS FOR HVAC SPECIFICATION 230500. SUBMIT COORDINATION DRAWINGS THAT SHOW ALL HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION INSTALLATIONS INCLUDING 4 PIPE FAN COIL UNITS AND 2 PIPE CABINET UNIT HEATERS, CONDENSATION PUMPS AND PIPING, VALVES AND ACCESS PANELS, OUTSIDE AIR VENTILATION DUCTWORK, , EXISTING GLYCOL AND CHILLED WATER AND HOT WATER PIPING, CABLE TRAYS, CONDUIT, LIGHTING FIXTURES, LIGHT CONTROLS AND FIRE PROTECTION SPRINKLER PIPING INCLUDING NEW FDC 6" MAIN CONNECTION TO STAIR 1. INCLUDE ALL MAJOR STRUCTURAL ELEMENTS. INDICATE CLEARANCE BELOW EACH ITEM. PROVIDE SCALED DRAWINGS. No. Date Revision EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION CEILING / SOFFIT HEIGHT ABOVE FINISH FLOOR (DATUM) 2x4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM 2x2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM REFLECTED CEILING PLAN LEGEND GWB CEILING ON METAL FRAMING OR ACOUSTICAL PLASTER WHERE NOTED, SEE RCP 7' - 6" A.F.F. SUSPENDED WOOD CEILING (WOOD SLATS / WOOD PANELS) EXISTING CEILINGS TO REMAIN SHOWN GREY WOOD VENEER PANEL CEILING SUPPLY DIFFUSER / RETURN DIFFUSER. SEE MEP FOR SIZE MOTORIZED SHADE AT EVENT ROOM ONLY. MANUAL SHADES AT ALL OTHER WINDOW OPENINGS. ACCESS PANEL. COORDINATE LOCATION WITH MEP DRAWINGS 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L E A F.5 12.2 1 A311 2 A312 SEMINAR ROOM G29 ENCLOSED LOGGIA G0041 CONF. ROOM G39 STAIR 2 G0002 VESTIBULE G0040 WOMEN'S RESTROOM G0021 SPD ADMIN G31 SPD ASST. DEAN G33 COMMUNICATIONS G46 WORKROOM G50 MEETING ROOM G52 ASSOC. DEAN G58E DIR. HUMAN RES. G58D DIR. FINANC. SERV G58C BUDGET G58B PAYROLL G58A RECEPTION / ADMIN. G58 A.F.F.8' - 3"A.F.F.8' - 3"A.F.F.8' - 3" A.F.F.8' - 0" A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.7' - 6"A.F.F.7' - 6" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6"A.F.F.7' - 6" A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.7' - 6" STAIR 1 G0001 JC G0061 A.F.F.8' - 0" F.1 F.2 1 A312 A.F.F.7' - 9" A.F.F.7' - 9" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" LEADERSHIP GIFT OFFICER G28C ASST DIR ANNUAL FUNDING G28D MAJOR GIFT OFFICER G28F MAJOR GIFT OFFICER G28G PROGRAM OFFICER G28H DIRECTOR ANNUAL FUND G28J DIRECTOR ALUM AFFAIRS G28K EXEC. ASST. TO ASSOC. DEAN G28L OFFICE G28N OFFICE G28P MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S WORK STUDY G28B MEETING ROOM G26 RECEPTION ENTRY G28 ASSOC. DEAN G28M MEETING ROOM G34 A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 3" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" 22'-0"1'-0"1/4"6"1/2"1'-0"20'-4 3/4" STAIR 3 G0003 A.F.F.8' - 0" A.F.F.8' - 3" A.F.F.7' - 6" A.F.F.7' - 6" A.F.F.7' - 6" EQ EQ A.F.F. TYP7' - 6"2'-6"2'-6"EQEQ3'-0" 5'-0 1/2"3'-6"8'-6"5'-0 1/2"5'-0 1/2"5'-0 1/2"3'-0"A.F.F. TYP7' - 6" A.F.F.7' - 6" A.F.F.7' - 6" 2'-6"4'-11"4'-11"4'-11"2'-2 3/4"3'-0 3/8"2'-5 11/16"3'-7 1/16"1'-11" EQ EQ A612 7 MANUAL ROLLER WINDOW SHADE, TYP. AT ALL WINDOWS EQEQ3'-6"3'-0"4'-0"14'-1"EQEQEQ10'-0"EQEQ 20'-0"EQ 1'-7" EQ EQ EQ 3'-6" 2'-4" 4'-0" 4'-0"4'-0" 3'-0"TYP.3'-0"EQ.EQ EQ EQ 9'-8 1/8" EQ EQEQEQ7'-9"EQ.EQEQ4'-0"5'-6" EQ EQ EQ EQ 2'-6"2'-5 1/2"EQEQA.F.F.8' - 0"EQEQEQ EQ 1 A412 CLOSELY-SPACED SPRINKLERS ADJACENT TO DRAFT CURTAIN. SEE FP DWGS GLASS DRAFT CURTAIN 2'-7" RECESSED CUH SEE MEP DWGS ACOUSTICAL PLASTER CEILING, SMOOTH FINISH TO CONCEAL PANEL JOINTS, PROVIDE CONTROL JOINTS 3.1 4.9 M RECESSED EXTERIOR LIGHT FIXTURE 5.1 4.0 7.0 K.1 W16 BEAMS SHOWN DASHED (8'-4 1/2" AFF) ACCESS PANEL EQ. 6'-0" AFF A.F.F.8' - 3"A.F.F.7' - 6" A.F.F.7' - 6"A.F.F.7' - 6"A.F.F.7' - 6"2'-11 7/8"A.F.F.8' - 0" 7'-5"7'-5" A.F.F.7' - 6"6'-6 1/4"6'-6 5/16"7'-8 3/4"2'-6 3/16"5 EQ. SPACED LIGHTS A.F.F.8' - 3" 1'-5 9/16" A.F.F.8' - 0" A.F.F.7' - 6" 7.1 A.F.F.7' - 6"CJCJCJCJA.F.F.8' - 0" 7 A201 7 A2011'-6"SIDEWALL SPRINKLER HEADS2'-6"7'-6"3'-0"PAINT AT EX. ELEVATOR LOBBY CEILINGS (TYP) A.F.F.8' - 5" A.F.F.8' - 0" A.F.F.7' - 8"A.F.F.8' - 0" W14 BEAM SHOWN DASHED (8'-6 1/2" AFF) A.F.F.7' - 6"A.F.F.7' - 6" A.F.F.7' - 6" 6 A811 K.5 A.F.F.8' - 0"RECESSED 1x4 TROFFER AF-01 FIXTURE TYPE TAG PREFIXSYMBOL RECESSED DOWNLIGHT AD AF-02RECESSED 2x2 TROFFER WALL MTD WALLWASH AW02 RECESSED DOUBLE DIRECTIONAL DOWNLIGHT AA RECESSED DIRECTIONAL DOWNLIGHT AW01 SURFACE-MTD ACCENT 1(SEE CUT SHEETS FOR SIZE) SURFACE MOUNTED ACCENT 2 AZ01 LINEAR SLOT AS AZ03 PENDANT ACCENT AP LED CHANNEL AC 1.EXISTING FIXTURES TO REMAIN SHOWN GRAY 2.SEE ELECTRICAL DRAWINGS FOR FIXTURE TAGS & ADDITIONAL NOTES. EXIT SIGN XC EXTERIOR LED CHANNEL AX-02 EXTERIOR GOTHIC SCONCE AX-01 EXTERIOR GOTHIC SCONCE, CORNER-MOUNTED SECURE TO EXIST. MASONRY AX-01 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A204 Reflected Ceiling Plan - Ground Level 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A204 1 Reflected Ceiling Plan - Ground GENERAL NOTES 1. AT PROPOSED CEILING HEIGHTS THAT ARE AT CODE MINIMUM (7'-6") GC TO COORDINATE ALL ABOVE CEILING INFRASTRUCTURE TO ENSURE PROPER FIT. 2. GC TO PROVIDE COORDINATION DRAWINGS SEE COMMON WORK RESULTS FOR HVAC SPECIFICATION 230500. SUBMIT COORDINATION DRAWINGS THAT SHOW ALL HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION INSTALLATIONS INCLUDING 4 PIPE FAN COIL UNITS AND 2 PIPE CABINET UNIT HEATERS, CONDENSATION PUMPS AND PIPING, VALVES AND ACCESS PANELS, OUTSIDE AIR VENTILATION DUCTWORK, , EXISTING GLYCOL AND CHILLED WATER AND HOT WATER PIPING, CABLE TRAYS, CONDUIT, LIGHTING FIXTURES, LIGHT CONTROLS AND FIRE PROTECTION SPRINKLER PIPING INCLUDING NEW FDC 6" MAIN CONNECTION TO STAIR 1. INCLUDE ALL MAJOR STRUCTURAL ELEMENTS. INDICATE CLEARANCE BELOW EACH ITEM. PROVIDE SCALED DRAWINGS. No. Date Revision 1 2 3 4.2 5.0 A.1 B D C F GG JJ H K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L E A F.5 CLINICS OFFICE 158 CLINICS OFFICE 156 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 157 CLINICS OFFICE 155 RESTROOM 10021 CLINICS OFFICE 152 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 139 CLINICS OFFICE 137 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 SEMINAR ROOM 129 MEETING ROOM 134 C.S. INTERVIEW 132 C.S. INTERVIEW 130 C.S. INTERVIEW 128M C.S. INTERVIEW 128N IDF 128K OPS ADMIN 128C CAREER SERVICES RECEPTION / ADMIN. 128 SHARED CONFERENCE ROOM 128B STORAGE 128A WORKROOM STORAGE DEAN OF STUD. 126A EVENTS COORD. DEAN OF STUD. 126E THERAPY DEAN OF STUD. 126B ACADEMIC COUNSEL DEAN OF STUD. 126C ASSIST. DEAN STUDENTS 126F 1 A311 2 A312 A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 3"A.F.F.8' - 3"A.F.F.8' - 3"A.F.F.8' - 3" A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.8' - 0"A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" OPS ASSIST DEAN 128D DIRECTOR 128J ASSOC DEAN 128G DIR. INTER. 128H ASSIST DIR 128E F.1 F.2 1 A312 A.F.F.7' - 6" STAIR 2 10002 WAITING 136 A.F.F.7' - 6" RESTROOM 10020 STAIR 3 10003 A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.7' - 6" A.F.F.7' - 6" A.F.F.7' - 6" A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.7' - 6" 1'-0" TYP.EQEQA.F.F.8' - 0" A.F.F.8' - 0"EQ EQEQEQEQ2'-0"EQ EQ 1'-9 3/8" A.F.F.8' - 0"EQEQA612 7 Sim MANUAL ROLLER WINDOW SHADE, TYP. AT ALL WINDOWS EQ EQ EQ EQ 3'-0" 2'-0"4'-0"2'-0"EQEQEQEQ2'-0"EQEQ2'-0" 4'-0" 2'-0" TYP. 3'-0" A.F.F. TYP7' - 6" 6'-0" 6'-0" 6'-7 1/2"EQ. 6'-7"EQ.EQ EQ4'-0"7'-0"TYP. 3'-0" 20'-0"EQ 10'-0"EQEQEQ4'-0" 2'-10"4'-0" 4'-0"2'-0"EQEQ2'-0"TYP.3'-0"EQ EQ EQEQ8'-9 5/8"EQEQ2'-9"5'-6" A.F.F.7' - 6" A.F.F.8' - 3" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 4'-2 1/2"3'-4"3'-4"4'-3"2'-10"A.F.F. TYP8' - 0" @ WINDOWS 1 A412 CLOSELY-SPACED SPRINKLERS ADJACENT TO DRAFT CURTAIN. SEE FP DWGS GLASS DRAFT CURTAIN EQEQ3.1 4.9 M 5.1 4.0 7.0 K.1 ACCESS PANEL 7.1 A.F.F.7' - 6" A.F.F.8' - 0"2'-0"PAINT AT EXISTING CEILING EXISTING LIGHTS AND CEILING TO REMAIN. ALIGN NEW WALL WITH EXISTING CEILING TO REMAIN. 6'-7 1/2"6'-7 1/2" EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION CEILING / SOFFIT HEIGHT ABOVE FINISH FLOOR (DATUM) 2x4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM 2x2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM REFLECTED CEILING PLAN LEGEND GWB CEILING ON METAL FRAMING OR ACOUSTICAL PLASTER WHERE NOTED, SEE RCP 7' - 6" A.F.F. SUSPENDED WOOD CEILING (WOOD SLATS / WOOD PANELS) EXISTING CEILINGS TO REMAIN SHOWN GREY WOOD VENEER PANEL CEILING SUPPLY DIFFUSER / RETURN DIFFUSER. SEE MEP FOR SIZE MOTORIZED SHADE AT EVENT ROOM ONLY. MANUAL SHADES AT ALL OTHER WINDOW OPENINGS. ACCESS PANEL. COORDINATE LOCATION WITH MEP DRAWINGS RECESSED 1x4 TROFFER AF-01 FIXTURE TYPE TAG PREFIXSYMBOL RECESSED DOWNLIGHT AD AF-02RECESSED 2x2 TROFFER WALL MTD WALLWASH AW02 RECESSED DOUBLE DIRECTIONAL DOWNLIGHT AA RECESSED DIRECTIONAL DOWNLIGHT AW01 SURFACE-MTD ACCENT 1(SEE CUT SHEETS FOR SIZE) SURFACE MOUNTED ACCENT 2 AZ01 LINEAR SLOT AS AZ03 PENDANT ACCENT AP LED CHANNEL AC 1.EXISTING FIXTURES TO REMAIN SHOWN GRAY 2.SEE ELECTRICAL DRAWINGS FOR FIXTURE TAGS & ADDITIONAL NOTES. EXIT SIGN XC EXTERIOR LED CHANNEL AX-02 EXTERIOR GOTHIC SCONCE AX-01 EXTERIOR GOTHIC SCONCE, CORNER-MOUNTED SECURE TO EXIST. MASONRY AX-01 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A205 Reflected Ceiling Plan - Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A205 1 Reflected Ceiling Plan - Level 1 GENERAL NOTES 1.AT PROPOSED CEILING HEIGHTS THAT ARE AT CODE MINIMUM (7'-6") GC TO COORDINATE ALL ABOVE CEILING INFRASTRUCTURE TO ENSURE PROPER FIT. 2. GC TO PROVIDE COORDINATION DRAWINGS SEE COMMON WORK RESULTS FOR HVAC SPECIFICATION 230500. SUBMIT COORDINATION DRAWINGS THAT SHOW ALL HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION INSTALLATIONS INCLUDING 4 PIPE FAN COIL UNITS AND 2 PIPE CABINET UNIT HEATERS, CONDENSATION PUMPS AND PIPING, VALVES AND ACCESS PANELS, OUTSIDE AIR VENTILATION DUCTWORK, , EXISTING GLYCOL AND CHILLED WATER AND HOT WATER PIPING, CABLE TRAYS, CONDUIT, LIGHTING FIXTURES, LIGHT CONTROLS AND FIRE PROTECTION SPRINKLER PIPING INCLUDING NEW FDC 6" MAIN CONNECTION TO STAIR 1. INCLUDE ALL MAJOR STRUCTURAL ELEMENTS. INDICATE CLEARANCE BELOW EACH ITEM. PROVIDE SCALED DRAWINGS. No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L E A F.5 12.2 1 A311 2 A312 ADJUNCT FACULTY OFFICE 230 ADJUNCT FACULTY OFFICE 231 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 COAT CLOSET 233A A.F.F.8' - 0" A.F.F.8' - 0" A.F.F.8' - 0" MEETING ROOM 244 LAWYERING OFFICE 251 LAWYERING OFFICE 253 FACULTY SUPPORT OFFICE 249 A.F.F.8' - 0" A.F.F.8' - 0" STAIR 2 20002 STAIR 3 20003 A.F.F.7' - 6" F.1 F.2 1 A312 A.F.F.7' - 6" A.F.F.7' - 6" A.F.F. TYP7' - 6"EQ EQ EQ EQ ALL NEW CEILINGS, LIGHTS, AND SHADES ALL NEW CEILINGS, LIGHTS, AND SHADES COAT CLOSET 232A A.F.F.8' - 0" A.F.F.7' - 6" A.F.F.8' - 0" NEW COFFERED GWB CEILING TO MATCH EXISTING STEEL BEAM - SEE STRUCT DWGS STEEL BEAM - SEE STRUCT DWGS MANUAL ROLLER WINDOW SHADE, TYP. AT ALL WINDOWS NEW 2 X 2 LIGHT FIXTURES TYP. 3'-0" A.F.F.8' - 3" A.F.F.8' - 3"A.F.F.8' - 3" A.F.F.8' - 3" A.F.F.8' - 0" @ WINDOWS CLOSELY-SPACED SPRINKLERS. SEE FP DWGS 3.1 4.9 M EQ EQ EQ EQ EQ EQ STEEL BEAM FOR DUCT CHASE OPENING - SEE STRUCT DWGS 5.1 FACULTY LOUNGE 227 FIN. AID DIR. OFFICE 10025 STAFF FOOD LOUNGE 226 MAIL 228 COPY ROOM 229 MECH SHAFT 20063 MECHANICAL 20025 CLOSET 227A MECHANICAL 20068 TENURED FACULTY OFFICE 235 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 4.0 7.0 K.1 W16 BEAMS SHOWN DASHED (8'-4 1/2" AFF) TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 LAWYERING OFFICE 252 LAWYERING OFFICE 256C LAWYERING OFFICE 256B LAWYERING RECEPTION 256 LAWYERING OFFICE 256A IT CONDUIT RISER TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 7.1 2'-3" 10'-2" 2'-3"14'-6"2'-0"14'-6"6'-10"6'-9"EXISTING CEILING & LIGHT FIXTURES TO REMAIN EXISTING AND NEW CEILINGS TO MATCH. REUSE SLAVAGED CEILINGS AS NECESSARY. EXISTING AND NEW CEILINGS TO MATCH. REUSE SLAVAGED CEILINGS AS NECESSARY. PAINT EXISTING CEILING, NEW VALENCE EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION CEILING / SOFFIT HEIGHT ABOVE FINISH FLOOR (DATUM) 2x4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM 2x2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM REFLECTED CEILING PLAN LEGEND GWB CEILING ON METAL FRAMING OR ACOUSTICAL PLASTER WHERE NOTED, SEE RCP 7' - 6" A.F.F. SUSPENDED WOOD CEILING (WOOD SLATS / WOOD PANELS) EXISTING CEILINGS TO REMAIN SHOWN GREY WOOD VENEER PANEL CEILING SUPPLY DIFFUSER / RETURN DIFFUSER. SEE MEP FOR SIZE MOTORIZED SHADE AT EVENT ROOM ONLY. MANUAL SHADES AT ALL OTHER WINDOW OPENINGS. ACCESS PANEL. COORDINATE LOCATION WITH MEP DRAWINGS RECESSED 1x4 TROFFER AF-01 FIXTURE TYPE TAG PREFIXSYMBOL RECESSED DOWNLIGHT AD AF-02RECESSED 2x2 TROFFER WALL MTD WALLWASH AW02 RECESSED DOUBLE DIRECTIONAL DOWNLIGHT AA RECESSED DIRECTIONAL DOWNLIGHT AW01 SURFACE-MTD ACCENT 1(SEE CUT SHEETS FOR SIZE) SURFACE MOUNTED ACCENT 2 AZ01 LINEAR SLOT AS AZ03 PENDANT ACCENT AP LED CHANNEL AC 1.EXISTING FIXTURES TO REMAIN SHOWN GRAY 2.SEE ELECTRICAL DRAWINGS FOR FIXTURE TAGS & ADDITIONAL NOTES. EXIT SIGN XC EXTERIOR LED CHANNEL AX-02 EXTERIOR GOTHIC SCONCE AX-01 EXTERIOR GOTHIC SCONCE, CORNER-MOUNTED SECURE TO EXIST. MASONRY AX-01 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A206 Reflected Ceiling Plan - Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A206 1 Reflected Ceiling Plan - Level 2 GENERAL NOTES 1.AT PROPOSED CEILING HEIGHTS THAT ARE AT CODE MINIMUM (7'-6") GC TO COORDINATE ALL ABOVE CEILING INFRASTRUCTURE TO ENSURE PROPER FIT. 2. GC TO PROVIDE COORDINATION DRAWINGS SEE COMMON WORK RESULTS FOR HVAC SPECIFICATION 230500. SUBMIT COORDINATION DRAWINGS THAT SHOW ALL HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION INSTALLATIONS INCLUDING 4 PIPE FAN COIL UNITS AND 2 PIPE CABINET UNIT HEATERS, CONDENSATION PUMPS AND PIPING, VALVES AND ACCESS PANELS, OUTSIDE AIR VENTILATION DUCTWORK, , EXISTING GLYCOL AND CHILLED WATER AND HOT WATER PIPING, CABLE TRAYS, CONDUIT, LIGHTING FIXTURES, LIGHT CONTROLS AND FIRE PROTECTION SPRINKLER PIPING INCLUDING NEW FDC 6" MAIN CONNECTION TO STAIR 1. INCLUDE ALL MAJOR STRUCTURAL ELEMENTS. INDICATE CLEARANCE BELOW EACH ITEM. PROVIDE SCALED DRAWINGS. No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 7a7b8a8b9a9b 891011 10a10b 2 A312 REMOVE EXIST. PAINT FROM WD BEAM ENCLOSURE & REPAINT TO MATCH EXIST EXISTING STONE COLUMN WINDOW SYSTEM AT EXISTING OPENINGS IN LOGGIA EXIST METAL GUTTER BEYOND EXIST SLATE ROOF BEYOND EXIST DORMER BEYOND INSULATED ALUM PANEL, PAINTED STEEL PANEL ALTERNATE CANOPY WITH STANDING SEAM COPPER ROOFING VESTIBULE G0040 8'-0" 10'-0"10'-0"10'-0"5'-0 1/2"4'-11 1/2"10'-0"5'-0 1/2"4'-11 1/2"10'-0"6'-1 1/2"1'-0"5'-6"1'-9"A814 2 A814 3 7.0 A401 5 7.1 A.1BD LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" CFG A 14'-8" 21'-2" 12'-2" 9'-3" 14'-6" 1'-11"5'-5 1/8"30'-3"CANOPY WITH STANDING SEAM COPPER ROOFING ALUMINUM & GLASS DOOR EXISTING WINDOWS EXISTING MASONRY WALL EXISTING DORMER EXISTING PITCHED SLATE ROOF A301 4 LIMESTONE VENEER SURROUND AT DOOR OPENING 5 A411 SITE RETAINING WALL 6 A401 L4 16' - 3" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" F G HEF.5 10'-1"10'-1"10'-1"11'-1" 7'-4" 7'-4" 14'-6" EXISTING MASONRY WALL EXISTING WINDOWS EXISTING SLATE ROOF MYRON TAYLOR HALL HUGHES HALL REPLACE EXIST. WINDOW WITH RATED STEEL FRAME WINDOW5 A401 A814 10 VIF8"W-R1 D LEVEL G 30' - 3" LEVEL 1 40' - 4" F 8'-7 1/2"9'-2 3/4" R.O.8'-0" STOREFRONTALUMINUM COMPOSITE MATERIAL, ANODIZED FINISH TO MATCH DOOR + FRAME LIMESTONE VENEER PANELS STANDING-SEAM CANOPY WITH LEAD COATED COPPER FLASHING STOREFRONT SYSTEM WITH INSULATED GLAZING EXISTING MASONRY FACADE TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW OPENING SHOWN DASHED6 3/4"LIMESTONE HEADER LIGHT FIXTURE AT EA. SIDE OF OPENING 1 A411 RESET SALVAGED MASONRY WHERE REMOVED FOR NEW OPENING 1'-6"7'-0"G0040A6 3/4"5"6"EQ EQ EQ 2'-2"2'-2"2'-2"2'-2"5" ACM FACE CARD READER PUSH BUTTON ACTUATOR 7'-5 1/2" R.O. A411 6 6 A401 RESET SALVAGED MASONRY WHERE REMOVED FOR NEW OPENING 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A301 Building Elevations 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A301 2 South Courtyard Elevation - Loggia 1/8" = 1'-0"A301 3 West Courtyard Elevation - Vestibule 1/8" = 1'-0"A301 1 East Courtyard Elevation 1/4" = 1'-0"A301 4 Enlarged Elevation - Ground Level Vestibule Entrance No. Date Revision LL2 10' - 1" 4.2 5.0 LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 6 8 9 10 112 A312 10'-1"10'-1"10'-1"10'-1"10'-1"EXISTING MASONRY WALL INSULATED METAL PANELS CURTAIN WALL SYSTEM BEYOND STANDING SEAM ROOFING EXISTING MASONRY WALL BEYOND 1 A312 REPLACE EXISTING DOOR WITH WOOD DOOR ALTERNATE 3: AX01 LIGHT FIXTURE INSTALL EGRESS DOOR AND CONCRETE LANDING AT EXISTING WINDOW OPENING EXISTING CANOPY 1 A401 L28D 2L0048 ALTERNATE 3: RENOVATE TERRACE, SEE LANDSCAPE / CIVIL DWGS 3.1 4.9 CARD READER ON DOOR 5.14.0 7.0 7.1 AX01 LIGHT FIXTURE L24 PATCH EXISTING HOLE AT LIGHT CARD READER L4 16' - 3" ALTERNATE 3: AX01 LIGHT FIXTURE LL2 10' - 1" D LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" F G JH K.0 1 A311 7 1/2" ALUMINUM CURTAIN WALL SYSTEM EXISTING SLATE ROOFING EXISTING DORMER STANDING SEAM ROOFING WITH INTEGRATED GUTTER EXISTING WINDOWS EXISTING MASONRY WALL TO REMAIN F.1 F.2 NEW RWL WITH HEAT TRACE FROM HIGH ROOF TO STANDING SEAM ROOF ACM EXISTING HIGH ROOF EXISTING GUTTER TO REMAIN COPPER FLASHING EXTENDED CURTAIN WALL MULLION CURTAIN WALL MULLION SSG CURTAIN WALL MULLION 10'-1"10'-1"10'-1"10'-1"10'-1"5 A411 INFILL EXISTING WINDOW OPENING TO ELEVATION OF SOFFIT WITH SALVAGED MASONRY. MATCH ADJACENT COURSING 2'-9"1'-0"4'-0" NEW PAINTED ALUMINUM DOWNSPOUT WITH HEAT TRACE NEW RWL WITH HEAT TRACE CAP END OF EXIST. GUTTER TO REMAIN WHERE CUT EXISTING LOUVERS NEW PIER BEYOND SHOWN DASHED - SEE STRUCT. DWGS STORMWATER DRAIN PIPING - SEE CIVIL DWGS DEMOLISH EXISTING WALL PACK LIGHT FIXTURE. PATCH AND REPAIR EXISTING MASONRY IN WALL IN KIND. K.1 A813 1.2 5 A411 L3 0" L4 16' - 3" LL3 0" LL2 10' - 1" LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6"10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 7 1/2" ALUMINUM CURTAIN WALL SYSTEN INSULATED GLAZING INSULATED METAL PANELS FACE OF EXISTING MASONRY WALL PREFORMED PAINTED ALUMINUM GUTTER WITH INTERNAL SLOPE STANDING SEAM ROOFING EXISTING SLATE ROOFING EXISTING COPPER GUTTER INSULATED METAL PANEL SOFFIT AT UNDERSIDE OF CURTAIN WALL A302 4 NEW PAINTED ALUMINUM DOWNSPOUT CUT AND RELOCATED EXISTING COPPER DOWNSPOUT NEW RWL FROM EXISTING SCUPPER TO STANDING SEAM ROOF STORMWATER DRAIN PIPING - SEE CIVIL DRAWINGSL3 0" L4 16' - 3" FACE OF EXISTING MASONRY WALL 7 1/2" ALUM CW TYP. VERTICAL 4" JAMB MULLION BEYOND - SEE CURTAIN WALL DETAILS ON A813 NEW RWL WITH HEAT TRACE ANGLE OUT OVER 4" MULLION SEALANT JOINT AND BACKER ROD - SEE CURTAIN WALL DETAILS ON A813 2" EXPANSION JOINT (EM-SEAL) BEYOND WHERE CURTAIN WALL MEETS MASONRY WALL ALUMINUM COMPOSITE MATERIAL STANDING SEAM ROOFING PREFORMED PAINTED ALUMINUM GUTTER WITH INTERNAL SLOPE NEW RWL WITH HEAT TRACE. RAIN WATER TO FLOW INTO NEW GUTTER BELOW. EXISTING CUT COPPER GUTTER GUTTER ENDCAP WHERE CUT BEYOND EXISTING SLATE ROOFING 7 1/2" ALUM CW HORIZONTAL HEAD MULLION - SEE CURTAIN WALL DETAILS ON A813 7 1/2" ALUM CW TYP. HORIZ. MULLION - SEE CURTAIN WALL DETAILS ON A813 7 1/2" ALUM CW 45-DEGREE CORNER MULLION - SEE CURTAIN WALL DETAILS ON A813 4 A401 AX01 LIGHT FIXTURE EXTERIOR RAMP, SEE LANDSCAPE & CIVIL DWGS CARD READER 3L0041-A SIDEWALL SPRINKLER HEAD GRANITE PAVERS ON CONCRETE LANDING BEYOND EXTERIOR VESTIBULE 306 5'-6"EQ.EQ. EXISTING CEILING TO REMAIN. CLEAN AND PAINT.8'-4"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A302 Building Elevations 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A302 1 South Elevation - Dining Terrace 1/8" = 1'-0"A302 2 West Elevation - West Stair 1/8" = 1'-0"A302 3 West Stair North Elevation 1 1/2" = 1'-0"A302 4 Enlarged West Stair North Elevation - Expansion Joint 1/4" = 1'-0"A302 5 Vestibule 3L000 - South Elevation No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 LL2 10' - 1" 1 2 3 4.2 5.0 LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 1312.2 A613 2 Sim A412 2 1 A312 A512 5 E258 (4+2) COUNTER-HEIGHT TABLES W/ WOOD VENEER TO MATCH WALL VENEER PANELS A411 5 CW2.1CW2.1CW2.1CW2.2 CW2.1 CW3.1 CW3.1 CW2.3 CW2.2 ENCLOSED LOGGIA G0041 CORRIDOR L0041 SEE STRUCTURAL DRAWING FOR NEW COLUMN FOOTING. FACULTY LOUNGE 227 CORRIDOR 10044 CORRIDOR G0041 TENURED FACULTY OFFICE 246 3.1 4.9 A413 5 5.14.0 7.0 A611 1 7.1 L3 0" L4 16' - 3" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A311 Building Sections 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A311 1 East West Section No. Date Revision LL3 0" LL2 10' - 1" A.1 B D LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" C F G JH K.0A 1 A311 1 A311 MACHINE ROOM 3L0060 CORRIDOR L0041 ELEVATOR VESTIBULE 10041 CORRIDOR 20041 ILJ READING ROOM 2L30 SEMINAR ROOM G29 SEMINAR ROOM 129 TENURED FACULTY OFFICE 245 SERVICE 3L0065 JLPP READING ROOM 2L46 IGLS AND CLARK E.A. RECEPTION L46 COMMUNICATIONS G46 CLINICS WORKROOM 146 LAWYERING RECEPTION 256 A413 1 A413 2 K.1 D LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" FK.0 E F.1 A401 3 5 A411 DINING L24 MAJOR GIFT OFFICER G28F OPS ADMIN 128C C.S. INTERVIEW 128N ANNUAL FUNDING ADMIN. G28S TENURED FACULTY OFFICE 237 MECHANICAL 20068 A503 7 ENCLOSED LOGGIA G0041 5 A413 K.1 6 A401 L4 16' - 3" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A312 Building Sections 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A312 1 North South Section 1 1/8" = 1'-0"A312 2 North South Section 2 ALTERNATE 3: TERRACE No. Date Revision LEVEL G 30' - 3" LEVEL 1 40' - 4" VESTIBULE DOOR, SEE SCHEDULE EXTERIOR PAVING, SEE LANDSCAPE DWGS8'-0 5/16"LIMESTONE HEADER ON MASONRY CLIPS ATTACHED TO METAL FRAMING A411 1 PROTECT EXISTING GLAZING TO REMAIN EXISTING EXTERIOR MASONRY TO REMAIN. PATCH AS REQUIRED AROUND LOCATIONS OF MASONRY REMOVAL G0040A MONOLITHIC LIMESTONE RETURN BEYOND EXISTING WATERPROOFING MEMBRANE AT FACE OF BUILDING 7.0 TRAFFIC SEALANT & COMPRESSIBLE FILLER, FIBER EXPANSION JOINT GRANULAR BASE, SEE LANDSCAPE DWGS EXISTING CONCRETE FOUNDATION WALL. VIF LOCATION OF BRICK LEDGE DOWEL CONCRETE SLAB INTO EXISTING CONCRETE FOUNDATION WALL STANDING SEAM ROOFING SECURED TO PT PLY SHEATHING REPAIR/REPLACE WATERPROOFING MEMBRANE LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" F GF.5 EXISTING STONE COLUMN CAPITAL BEYOND EXISTING STONE COLUMN BEYOND EXISTING PARAPET EXISTING PARAPET CAP EXISTING CONCRETE ROOF SLAB RECESSED LIGHT FIXTURE, SEE RCP FOR LOCATIONS ACOUSTICAL PLASTER CEILING ON MTL FRAMING ALUMINUM FRAMED CURTAIN WALL SYSTEM EXISTING STRUCTURAL SLAB 7'-4" 7'-4" GRANITE PAVERS ON 1/2" MORTAR BED, SEE LANDSCAPE DWGS EXISTING GUTTER 1" INSULATED GLASS UNIT CONCRETE SLAB, SEE LANDSCAPE DWGS EXISTING DORMER PORCELAIN TILE FLOORING ON REINFORCED MORTAR BED, 1/2" GRANITE FLOORING ALTERNATE EXIST. CONCRETE SLAB MECHANICAL VAULT. SEE PLAN FOR LOCATION EXISTING CONCRETE SLAB WITH EXTERIOR WATERPROOF MEMBRANE, VIF CLEAN EXISTING BALLAST ROOF & ROOF DRAINS, RESTORE BALLAST CLEAN AND PAINT EXISTING WINDOW UNIT, PROTECT EXISTING STORM WINDOW CLEAN & PAINT FRAME, TRIM, AND EXISTING WINDOW UNIT ENCLOSED LOGGIA G0041 WOOD-SLAT CEILING. SEE RCP PTD GWB CEILING WD FRAMED STOREFRONT SYSTEM SCRAPE DOWN TO WOOD SUBSTRATE AND PAINT EXISTING LINTEL 2" RIGID INSULATION EXISTING PIPING TO REMAIN IN THIS AREA. SEE MEP DWGS A412 3 1/2" EXPANSION JOINT WITH CLOSED CELL FOAM FILLER AND JOINT SEALANT -10" +/- FROM FFE GRANITE PAVERS ADJACENT TO BUILDING, SEE LANDSCAPE DRAWINGS CONCRETE INFILL AT CURTAIN WALL SILL & EXIST. EDGE OF SLAB. DOWEL INTO EXISTING CONCRETE WITH STAINLESS STEEL DOWELS. CRACK ISOLATION MEMBRANE 3" MIN. REINFORCED CONCRETE SLAB ON STRUCTURAL POLYSTYRENE, SEE STRUCTURAL DWGS RECESSED EXTERIOR LIGHT FIXTURE SIDEWALL SPRINKLERS, SEE ELEVATION FOR LOCATION. 1" BELOW FINISHED CEILING TO TOP OF FLANGE. A413 6 RADIATOR SEE MEP DRAWINGS EXISTING FCU9'-3"10"8'-5"K.5 LL2 10' - 1" LL1 20' - 2" J H K.0 LL1 TERRACE RETAINING WALL AND RAILING BEYOND INSTALL EGRESS DOOR WITH CARD READER AT REMOVED WINDOW & DEMOLISHED SILL CONCRETE RAMP WITH WALK OFF MAT AT LANDING. EXTRUDED POLYSTYRENE. SEE STRUCT. DWGS CONCRETE PAD. SEE LANDSCAPE/CIVIL DWGS 2" RIGID INSULATION AT THRESHOLD 0" 8' - 3" A.F.F. DOOR HEAD CEILING-MOUNTED FCU, SEE MEP DWGS SECURE FRAME TO EXISTING STEEL LINTEL ABOVE CRUSHED STONE ON NEW FILL, SEE LANDSCAPE DWGS EXISTING STRUCTURE WITH BRICK SHELF PATCH EXISTING WATERPROOFING AT CONCRETE DOWEL CONCRETE INTO EXISTING STRUCTURE 2' - 9" A.F.F. (E) WINDOW SILL 1 " / 1 '-0" 1' - 1" A.F.F. DOOR SILL A611 2 4'-0" MAX. HANDRAIL BOTH SIDES OF RAMP. PROVIDE BLOCKING IN WALLS, SHOWN DASHED 2'-8"A803 2 K.1 W8 X 18 SEE S202 EXISTING CONCRETE LANDING FOR EXISTING STAIR, TO REMAIN. ENCLOSE IN GWB PARTITION. NEW CONCRETE SLAB ON STRUCTURAL STEEL FRAMING BEYOND PAINTED GWB L4 16' - 3" LL3 0" LL2 10' - 1" A.1 B 3L0041-A GRANITE PAVERS SET IN ASHLAR PATTERN ON GROUT BED, SEE LANDSCAPE DWGS CONCRETE RAMP, SEE STRUCTURAL DWGS GRANITE THRESHOLD ON GROUT BED EXISTING EXTERIOR PAVING SURFACE EXTERIOR VESTIBULE 306 VESTIBULE 3L0041 DOWEL CONCRETE RAMP INTO EXISTING CONCRETE WALL ALIGN 5'-0" SLOPED SURFACE 9'-6"5 1/2"EXISTING CEILING TO REMAIN. CLEAN AND PAINT. SIDEWALL SPRINKLER HEAD 7'-6"8'-4"L3 0" LEVEL G 30' - 3" 11 4" VIFCONCRETE CURB WITH FLASHING & WATERPROOFING. PROTECT WATERPROOFING MEMBRANE AT ALL CONCRETE SURFACES EXISTING MASONRY WALL SYSTEM WITH INSULATION & DRAINAGE CAVITY EXISTING FILL TO REMAIN1'-0"CONCRETE DEPRESSION AT GRANITE PAVING. SEE LANDSCAPE DWGS GRANULAR BASE CONCRETE PAVING WITH STONE PAVERS TRAFFIC SEALANT, COMPRESSIBLE FILLER AND FIBRE EXPANSION JOINT BETWEEN EXISTING MASONRY & CONCRETE PAVING DOWEL SLAB INTO EXISTING CONCRETE CURB MECH L0065 MAINTAIN EXISTING FLASHING AT EXISTING CONCRETE CURB SEE GRADING PLAN FOR CONCRETE SLAB ELEVATION Level 4_G 30'-3" 7 7.1 742'10 29'-4" 741'-8" 28'-2" 7.0 MIN.6 5/16"EXISTING WATERPROOFING MEMBRANE AT FACE OF BUILDING TRAFFIC SEALANT, COMPRESSIBLE FILLER AND FIBRE EXPANSION JOINT BETWEEN EXISTING MASONRY & CONCRETE PAVING GRANULAR BASE, SEE LANDSCAPE DWGS EXISTING CONCRETE FOUNDATION WALL. VIF LOCATION OF BRICK LEDGE DOWEL CONCRETE SLAB DIRECTLY INTO EXISTING CONCRETE FOUNDATION WALL EXISTING MASONRY VENEER TO REMAIN REPAIR/REPLACE WATERPROOFING MEMBRANE EXISTING DOWNSPOUT 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A401 Wall Sections 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/2" = 1'-0"A401 2 Section at Vestibule Sidelite 1/2" = 1'-0"A401 3 Section at Loggia 1/2" = 1'-0"A401 1 Section at LL2 South Egress Door 1/2" = 1'-0"A401 4 Section at Lower Level 3 Ramp 1/2" = 1'-0"A401 5 Section Detail - East Paving & Building Intersection 1/2" = 1'-0"A401 6 Section Detail - West Paving & Building Intersection No. Date Revision 4.2 ATTIC 60' - 6" CUT & REMOVE EXISTING GUTTER AT WIDTH OF NEW ROOF. CAP EXISTING GUTTER TO REMAIN. EXISTING ROOF CONSTRUCTION WITH LOUVERED DORMER 7 1/2" ALUMINUM FRAMED CURTAIN WALL SYSTEM STAIR 2 20002 INSTALL COPPER FLASHING AT EXISTING MASONRY. COORDINATE WITH EXISTING JOINT LOCATIONS. CONTINUOUS BACKER ROD & SEALANT AT T.O. FLASHING JT. EXISTING STEEL ANGLE TO REMAIN EXIST. STRUCTURE TO REMAIN STL FRAMING, SEE STRUCT. DWGS 1" / 12" STANDING SEAM ROOFING ROOF UNDERLAYMENT PT PLY W/ APPLIED AIR & VAPOR BARRIER AT EXT. FACE OF PLY. SECURE TO TAPERED INSULATION PERIMETER BACKER ROD & SEALANT AT PERIM OF CURTAIN WALL PREFORMED METAL GUTTER WITH INTERNAL SLOPE SECURED TO STRUCTURE 1 1/2" GALV ROOF DECKING, SEE STRUCT. DWGS BENT PLATE AT PERIM. OF MTL DECK. SEE STRUCT. FLASHING TO GUTTERFLASHING10" MIN.STL COL BEYOND W/ INTUMESCENT PT. SEE STRUCT. DWGS EXIST. MASONRY TO REMAIN WITHIN BUILDING ENVELOPE BEYOND. JOINT W/ FLEXIBLE SEALANT TO MATCH EXIST. GROUT COLOR PTD GWB PARTITION BEYOND GROUT SOLID WEEP HOLES BELOW NEW FLASHING AT NEW ROOF LOCATIONS MIN. 4" 4" MIN. TAPERED ROOFING INSULATION STL STIFFENING PLATE, SEE STRUCT. DWGS FOR SPACING ALUMINUM COMPOSITE PANEL SECURED TO SUBSTRATE SEE STRUCT 6" 6" FLUID APPLIED WATER BARRIER ON MASONRY TO BE CONCEALED BY FLASHING & ROOF CONSTRUCTION 4 A411 6"5'-3 1/2"SIDEWALL SPRINKER BEYOND, SEE FP DWGS 3.1 EXISTING SCUPPER TO REMAIN, MODIFY TO CONNECT NEW COPPER RWL CURTAIN WALL CLIP TO BENT PLATE. SEE STRUCT. DWGSSTL COLUMN IN WALL BEYOND, SEE STRUCT. DWGS 3 1/2" BLUESKIN MEMBRANE FLASHING CONTINUOUS AT FACE OF SHEATHING TO CURTAIN WALL DRAINAGE PLANE EXIST F.O. MASONRY PTD GWB SECURED TO SPACERS ON INSULATED MTL FRAMING 4.0 TO SNOWGUARD 1'-0" NEW COPPER RWL WITH HEAT TRACE FROM EXISTING SCUPPER TO STANDING SEAM ROOF ATTIC 60' - 6" F EXIST. WINDOW BEYOND ACM PANEL SECURED TO SUBSTRATE SLOPE PREFORMED METAL GUTTER WITH INTERNAL SLOPE SECURED TO FRAMING INTERIOREXTERIOREXIST. GUTTER BEYOND. INSTALL COPPER END CAP.1'-0" PAINTED ALUMINUM RWL WITH HEAT TRACE SECURED TO CW, ANGLE OUT BEYOND 4" MULLION STANDING SEAM ROOFING WITH SNOW AND ICE GUARD FLASHING INSTALLED OVER EXIST. MASONRY VENEER WITH APPLIED AIR & VAPOR BARRIER EXIST SLATE ROOFING TO REMAIN ROOFING UNDERLAYMENT PT PLY W/ APPLIED AIR & VAPOR BARRIER AT EXT. FACE OF PLY. SECURE TO INSULATION 4" MIN. ROOFING INSULATION 1 1/2" SLOPED MTL DECK, SEE STRUCT. DWGS STL FRAMING, SEE STRUCT. DWGS BENT PLATE CONNECTION TO CURTAIN WALL CLIP, SEE STRUCT. DWGS 5 1/2" 2" 7 1/2" ALUM. FRAMED CURTAIN WALL SYSTEM EXIST. MASONRY TO REMAIN PERIMETER BACKER ROD & SEALANT EA. SIDE OF MULLION REMOVE EXIST. WD FASCIA TO INSTALL FLASHING AT MASONRY. REINSTALL FASCIA AT EXIST. LOCATION BACKER ROD & SEALANT AT JT BTWN FLASHING & EXIST. MASONRY 3 A411 STIFFENING PLATE, SEE STRUCT. DWGS SHEATHING WITH APPLIED AIR & VAPOR BARRIER PTD GWB CEIL. SECURED TO SPACERS ON INSULATED MTL FRAMING BLUESKIN MEMBRANE FLASHING CONTINUOUS AT FACE OF SHEATHING TO CURTAIN WALL DRAINAGE PLANE PT WD BLOCKING AT PERIM OF TAPERED INSULATION NEW COPPER RWL WITH HEAT TRACE K.5 SHEET METAL DRIP EDGE TO MATCH ROOFING MATERIAL STANDING SEAM ROOFING SECURED TO PT PLY SHEATHING LIMESTONE VENEER PANEL WITH SS CLIP ANCHORS AT SIDES & BOTTOM SECURED TO PT PLY SHEATHING 1/2" PT PLY SHEATHING WITH CONTINUOUS FLUID-APPLIED AIR & VAPOR BARRIER INSULATED BOX BEAM AT PERIMETER OF CANOPY COPPER FLASHING AT BASE OF LIMESTONE PANEL TO PT BLOCKING BEHIND PANEL. MAINTAIN WEEP CLEARANCE AT BASE PREFORMED MATCHING SHEET METAL FLASHING TURN UP AND FOLD AT END 4" MONOLITHIC LIMESTONE TRIM AND F.O. EXIST. MASONRY, SHOWN DASHED STL ANGLES, SEE STRUCT. DWGS INFILL STUDS FOR CEILING FRAMING CEILING, SEE RCP EXIST. STRUCTURE, SEE STRUCT. DWGS GALV. STL ANGLE SECURED TO EXIST. STRUCTURE. SEE STRUCT. DWGS 8' - 0" A.F.F. DOOR HEAD PT WD BLOCKING SECURED TO STL ANGLE EXIST. STL ANGLE TO REMAIN. SEE STRUCT. DWGS ALUM. FRAMED DOOR, SEE PLAN. ALTERNATE: HOT ROLLED STEEL DOOR SYSTEM TO MATCH WINDOW SYSTEM 4" RESETSALVAGED MASONRY TO MATCH EXIST. COURSING. MAINTAIN WEEPS AT RESET MASONRY VENEER. PROVIDE FLASHING. 2 1/2" / 1'-0" ACM PERIMETER PREFORMED CORNER PANEL AND ACM PANELS SECURED TO FRAMING.3'-0"2"6"7 3/4" MIN.3 1/2" X 3 1/2" X 3/8" STEEL ANGLE FRAME AT 48" . SEE STRUCT. DWGS 7.0 1'-0"3"6" SHEET METAL FLASHING BENEATH STANDING SEAM ROOFING CONTINUOUS RAIL TYPE SNOW GUARD 1/2" PT PLY SHEATHING WITH CONTINUOUS UNDERLAYMENT TO SNOWGUARD 1'-0" POWER DOOR OPERATOR SPRAY FOAM INSULATION ATTIC 60' - 6" EXIST. 2X12 RAFTERS TO REMAIN BEYOND EXISTING LOUVER EXIST. DORMER ROOF & STRUCTURE TO REMAIN 2X4 FRAMING @ 16" O.C. MIN TO SUPPORT INSULATED PANEL WD FRAMING TRACK SECURED TO EXIST WD FRAMING PT PLY W/ EXTERIOR LAYER APPLIED WATER BARRIER PAINTED BLACK PLY LAYER AT INTERIOR FACE OF FRAME 2X4 WD FRAME AT PERIM. OF EXIST OPENING. SECURE TO EXIST. WD FRAMING 2" MIN. RIGID INSULATION EXIST. EXTERIOR WALL CONSTRUCTION TO REMAIN REMOVABLE FOR ACCESS TO WEST STAIR ROOF CONTINUOUS SHEET METAL DRIP EDGE TO MATCH ROOFING MATERIAL STANDING SEAM ROOFING SECURED TO PT PLY SHEATHING F.O. EXIST. MASONRY. RESET VENEER. SEE STRUCT. DWGS. COPPER FLASHING AT BASE OF LIMESTONE PANEL TO PT BLOCKING BEHIND PANEL. MAINTAIN WEEP CLEARANCE AT BASE MATCHING SHEET METAL FLASHING TURNED UP AT END PREFORMED PERIMETER ACM SECURED TO FRAMING AND ACM PANEL 2 1/2" / 1'-0" 2'-8" SLOPE TO SOUTH SIDE OF CANOPY 4" 6" CONTINUOUS SHEET METAL DRIP EDGE TO MATCH ROOFING MATERIAL STANDING SEAM ROOFING SECURED TO PT PLY SHEATHING F.O. EXIST. MASONRY. RESET SALVAGED MASONRY WITH ANCHORS. COPPER FLASHING AT BASE OF LIMESTONE PANEL TO PT BLOCKING BEHIND PANEL. MAINTAIN WEEP CLEARANCE AT BASE MATCHING SHEET METAL FLASHING TURNED UP AT END MITER JOINT AT ACM PANEL CORNER ACM FASCIA PANELS LIMESTONE HEADER PANEL STOREFRONT SYSTEM AT VESTIBULE BEYOND 1/4" SLOPE6"ACM5"SHEET METAL8 1/4"7'-8 1/2" EQ EQ EQ 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A411 Section Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1" = 1'-0"A411 3 Section Detail - West Stair Roof E/W Through Curtain Wall 1" = 1'-0"A411 4 Section Detail - West Stair Roof N/S Through CFMF Wall 1 1/2" = 1'-0"A411 1 Section Detail - Loggia Vestibule Canopy 1" = 1'-0"A411 5 Section Detail - Typical Attic Louver Insulation 1 1/2" = 1'-0"A411 2 Elevation Detail - Loggia Vestibule Canopy 1 1/2" = 1'-0"A411 6 Elevation Detail - Ground Level Vestibule Canopy East No. Date Revision GWB ON FRAMING 3'-0" 1'-1 1/2"3'-6"STONE PANEL ON MTL FRAMING BEYOND, TYP. ALUM. FRAMED CURTAIN WALL BEYOND ALTERNATE: STEEL WINDOW SYSTEM 3" HARDWOOD EDGE ACOUSTICAL PLASTER CEILING SYSTEM SECURED TO EXISTING DECK ABOVE3/4" MIN.EXIST. PTD CONCRETE BEAM TO REMAIN 2" MIN. RIGID INSUL. SECURED TO UNDERSIDE OF EXIST. CONCRETE SLAB 9' - 3" 8' - 6 1/2" 8' - 5"1/2"8' - 0"1"VENEER PLYWOOD TO ALIGN WITH SIDE PANELS 1 1/2"LL2 10' - 1" 3 4.2 LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" SUPPLY & EXHAUST DUCTS, SEE MEP DWGS CONTINUOUS 2HR RATED SHAFTWALL CONSTRUCTION BTWN FLOOR LEVELS, TYP. SEE PLAN FOR LOCATIONS EXISTING CONCRETE FLOOR CONSTRUCTION, TYP. P7 P7 2HR RATED GWB HORIZONTAL AND VERTICAL ENCLOSURE 7' - 6" SEE MEP DWGS FOR DUCT SIZES PER LEVEL FD/SD ACCESS FROM ACT CEILING FD/SD ACCESS FROM ACT CEILING FD/SD ACCESS FROM ACT CEILING FD/SD ACCESS FROM ACT CEILING INSTALL FD/SD AT OPENING IN EXISTING CONCRETE FLOOR CONSTRUCTION L4 16' - 3" LEVEL G 30' - 3" 6" ALUM. FRAMED CURTAIN WALL SYSTEM. ALTERNATE: HOT ROLLED STEEL WINDOW SYSTEM 1" INSUL. MTL PANEL WITH CONCEALED FASTENERS SECURED TO PLY ON MTL FRAMING INFILL INSULATED GLAZING UNIT 1/4" PERIMETER BACKER ROD & SEALANT AT INSUL. MTL PANEL CONT. BACKER ROD & SEALANT AT SILL CONCRETE INFILL AT CURTAIN WALL SILL & EXISTING EDGE OF SLAB 3" MIN. REINFORCED CONCRETE SLAB MULLION CAP EXTENSION BEYOND EXIST. BEAM WITH EXIST. WD TRIM TO REMAIN 2" INSULATED MTL PANEL. MATCH STOREFRONT FINISH INSULATED CFMF BOX BEAM HEADER & FRAMING ACOUSTICAL PLASTER CEILING ON MTL FRAMING MASONRY VENEER ON COLUMN BEYOND ROUND LIMESTONE COLUMN CAPITAL BEYOND EXIST. CONCRETE SLAB AT LOGGIA TO REMAIN SURFACE MTD LIGHT FIXTURE, SEE ELEC DWGS 1'-0"MAINTAIN CLEAR WEEP HOLES AT MULLIONS UNDERSIDE OF EXIST CONCRETE BEAM BEYOND UNDERSIDE OF EXIST CONCRETE ROOF SLAB REMOVE PAINT FROM EXIST. WD BEAM ENCLOSURES & PAINT TO MATCH EXIST. REMOVE PAINT FROM EXIST. WD TRIM & PAINT TO MATCH EXIST. FIN TUBE CONVECTOR. SEE MEP DWGS.BRAKE METAL ON PT PLY AT JAMB BEYOND A814 9 ALTERNATE HEAD DETAIL STL WINDOW SYSTEM A814 8 ALTERNATE SILL DETAIL STL WINDOW SYSTEM GRANITE PAVERS, SEE LANDSCAPE DWGS PORCELAIN TILE FLOORING ON MORTAR BED, 1/2" STONE FLOORING ALTERNATE 8' - 5" A.F.F. CEILING ELEV. LAYERED AND GLUED STRUCTURAL POLYSTYRENE SHEETS. SEE STRUCT. DWGS CONCRETE SLAB, SEE LANDSCAPE DWGS DOWELS CRACK ISOLATION MEMBRANE 8' - 3" 3 1/2" ALIGN MULLION CAP EXTENSION AT HORIZONTAL MULLIONS, TYP. 6" ALUM. PLATE EXTENSION BY CW MFGR2 1/2"2 1/4"3/8"8' - 6"3/4"3"ALIGN TRAFFIC SEALANT AND COMPRESSIBLE FILLER SLOPE SPRAY FOAM INSULATION R-20 AIR/VAPOR BARRIER ON 5/8" EXTERIOR GYP SHEATHING INSULATED GLAZING UNIT CUSTOM PTD STL MULLION INTEGRATED WITH STL GLAZING SYSTEM EXIST. BEAM WITH EXIST. WD TRIM TO REMAIN MASONRY VENEER ON COLUMN BEYOND ROUND LIMESTONE COLUMN CAPITAL BEYOND SURFACE MTD LIGHT FIXTURE, SEE ELEC DWGS REMOVE PAINT FROM EXIST. WD BEAM ENCLOSURES & PAINT TO MATCH EXIST. REMOVE PAINT FROM EXIST. WD TRIM & PAINT TO MATCH EXIST. CONCRETE INFILL AT CURTAIN WALL SILL & EXISTING EDGE OF SLAB 3" MIN. REINFORCED CONCRETE SLAB EXIST. CONCRETE SLAB AT LOGGIA TO REMAIN GRANITE PAVERS, SEE LANDSCAPE DWGS PORCELAIN TILE FLOORING ON MORTAR BEAD, 1/2" STONE FLOORING ALTERNATE LAYERED AND GLUED STRUCTURAL POLYSTYRENE SHEETS. SEE STRUCT. DWGS CONCRETE SLAB, SEE LANDSCAPE DWGS DOWELS CRACK ISOLATION MEMBRANE TRAFFIC SEALANT AND COMPRESSIBLE FILLER SLOPE PTD HOT ROLLED STL SILL 1/4" X 6" PTD STL JAMB BEYOND PTD STL PLATE HORIZONTAL MULLION PTD HOT ROLLED STL GLAZING SYSTEM SECURED TO STL PLATE MULLIONS INSULATED CFMF BOX BEAM HEADER & FRAMING ACOUSTICAL PLASTER CEILING ON MTL FRAMING UNDERSIDE OF EXIST CONCRETE BEAM BEYOND UNDERSIDE OF EXIST CONCRETE ROOF SLAB 8' - 5" A.F.F. CEILING ELEV. ALIGN SPRAY FOAM INSULATION R-20 AIR & VAPOR BARRIER ON EXTERIOR GYP SHEATHING CONCRETE INFILL & EXISTING EDGE OF SLAB EXIST. CONCRETE SLAB AT LOGGIA TO REMAIN PORCELAIN TILE FLOORING ON MORTAR BED, 1/2" STONE FLOORING ALTERNATE CRACK ISOLATION MEMBRANE EXISTING CONCRETE SLAB CONTROL JOINT WITH METAL TRIM ALIGN INSULATION3/4"LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" H SUPPLY & EXHAUST DUCTS, SEE MEP DWGS CONTINUOUS 2HR RATED SHAFTWALL CONSTRUCTION BTWN FLOOR LEVELS, TYP. SEE PLAN FOR LOCATIONS INSTALL FD/SD AT OPENING IN EXISTING CONCRETE FLOOR CONSTRUCTION P7 2HR RATED GWB HORIZONTAL AND VERTICAL ENCLOSURE SEE MEP DWGS FOR DUCT SIZES PER LEVEL FD/SD ACCESS FROM ACT CEILING FD/SD ACCESS FROM ACT CEILING , TYP AT OCCUPIED FLOORS L4 16' - 3" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A412 Section Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1" = 1'-0"A412 2 Section Detail - Existing Loggia Ceiling & Loggia Threshold 1/8" = 1'-0"A412 1 Section - DOIAS Riser North 3" = 1'-0"A412 3 Section at Loggia Opening - Curtain Wall 3" = 1'-0"A412 4 Section at Loggia Opening - Hopes ALTERNATE 3" = 1'-0"A412 5 Floor Section at Col Line 7 and 11 1/8" = 1'-0"A412 6 Section - DOAS Riser South No. Date Revision D LL1 20' - 2" LEVEL G 30' - 3"SEE MEP6" AT BEAMSSUPPLY / EXHAUST DUCT. SEE MEP FOR SIZE & LOCATIONS INSULATED HVAC PIPING SHOWN DASHED. SEE MEP FOR SIZE & LOCATIONS SUSPENDED CEILING, SEE RCP FOR TYPE & LOCATIONS FIRE PROTECTION PIPING SHOWN DASHED, SEE FP DWGS FOR SIZE & LOCATIONS1'-2 1/2" VIF 6" VIF EXISTING CONCRETE & SLAGBLOK FLOOR CONSTRUCTION. SEE STRUCT. DWGS 7'-6" MINPLUMBINGFP8' - 4 1/2" LL1 20' - 2" LEVEL G 30' - 3" F 8' - 0" AFF, SEE RCP SUPPLY / EXHAUST DUCT. SEE MEP FOR SIZE & LOCATIONS INSULATED HVAC PIPING SHOWN DASHED. SEE MEP FOR SIZE & LOCATIONS SUSPENDED CEILING, SEE RCP FOR TYPE & LOCATIONS FIRE PROTECTION PIPING SHOWN DASHED, SEE FP DWGS FOR SIZE & LOCATIONS EXISTING CONCRETE ENCASED STEEL STRUCTURE TO REMAIN. W16 SHOWN EXISTING CONCRETE & SLAGBLOK FLOOR CONSTRUCTION. SEE STRUCT. DWGS 7'-6" MIN.LIGHT FIXTURE, SEE RCP FOR LOCATIONS FPPLUMBING8'-4 1/2"EXISTING CONCRETE ENCASED W16 STEEL BEAM 9' - 7"VARIES K.5 LL2 10' - 1" 1 LL1 20' - 2" FCU ENCLOSURE BEYOND AT WINDOW, SEE PLAN & MEP DWGS FOR LOCATIONS CORE SLAB AS REQUIRED FOR PIPING PENETRATIONS PROTECT EXISTING CONCRETE ENCASED STEEL STRUCTURE CONDENSATE PIPING FROM FCU AT LEVEL ABOVE CEILING, SEE RCP FCU AT LEVEL ABOVE. SEE PLAN & MEP DWGS FOR LOCATIONS CONDENSATE CONNECTION TO FCU AT LEVEL ABOVE EXISTING EXTERIOR WALL CONSTRUCTION SPRAY FOAM INSULATION AT EXTERIOR WALL. SEE PLAN FOR P-TYPE. CONCEAL PIPING RISERS WITHIN WALL CONSTRUCTION CLEAR 5" PTD GWB ON 3 5/8" MTL FRAMING SEE A811 FOR SECTION AT WINDOW 5 1/4" VARIES VIF 7 1/4" 1 1/2" 1 1/2"6 1/4"4 1/4" 1' - 0" LEVEL G 30' - 3" 8 9'-1" VIFFINISH FLOOR BELOW EXISTING INSULATED HW / CW/ GLYCOL LINES TO REMAIN. SEE MEP DWGS SUPPLY AIR DUCTWORK, SEE MEP DWGS SPRINKLER MAIN, SEE FP DWGS EXISTING STRUCTURE TO REMAIN CEILING INSTALLED AT ELEVATION OF EXISTING CEILING. CONFIRM CLEARANCE AT PIPING ABOVE2'-6 1/2" VIFL4 16' - 3" LEVEL G 30' - 3" LEVEL 1 40' - 4" G EXISTING MASONRY WALL CORING FOR SPRINKLER PIPING AT WALL BEYOND ACT CEILING AT 8'-3" EXISTING WINDOW TO REMAIN PROTECT EXISTING STRUCTURE ENCLOSED LOGGIA G0041 LIGHT FIXTURES, SEE RCP VIF 4 3/4" HW/CW/CONDENSATE PIPING FOR FCU EXISTING BEAM BEYOND CORE EXISTING SLAB FOR PIPING TO LEVEL ABOVE. SEE MEP DWGS FOR LOCATIONS EXISTING ROOFING & STRUCTURE 9"8'-1"FCU ENCLOSURE AT WINDOW. SEE PLAN FOR LOCATIONS ACOUSTICAL PLASTER CEILING SPRINKLER PIPING PAINT EXISTING PLASTER 7'-8"PTD GWB SOFFIT BEYOND AT SPRINKLER PIPE PENETRATION THROUGH MASONRY WALL LEVEL G 30' - 3" LEVEL 1 40' - 4" G EXISTING MASONRY WALL CORING FOR SPRINKLER PIPING AT WALL BEYOND ACT CEILING AT 8'-3" PROTECT EXISTING STRUCTURE ENCLOSED LOGGIA G0041 LIGHT FIXTURES, SEE RCP VIF 4 3/4" HW/CW/CONDENSATE PIPING FOR FCU EXISTING BEAM BEYOND CORE EXISTING SLAB FOR PIPING TO LEVEL ABOVE. SEE MEP DWGS FOR LOCATIONS BRANCH DUCTWORK FROM TOP OF MAIN DUCTS EXISTING ROOFING & STRUCTURE 9"7'-8"FCU ENCLOSURE AT WINDOW. SEE PLAN FOR LOCATIONS ACOUSTICAL PLASTER CEILING SPRINKLER PIPING 1/2" STONE ON CONCRETE SUB FLOOR 7' - 10" AFF: CL SPRINKLER6" MIN.9" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A413 Section Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1 1/2" = 1'-0"A413 1 Section Detail at Lower Level 1 Col. Line D + 5.1 / 6 1 1/2" = 1'-0"A413 2 Section Detail at Lower Level 1 Col. Line F + 5.1 / 6 1 1/2" = 1'-0"A413 3 Section Detail - Exterior Wall Furring & Piping Risers at Exterior Wall 1 1/2" = 1'-0"A413 5 Section Detail - Lower Level 1 Dining Corridor Ceiling & MEP Systems 1 1/2" = 1'-0"A413 6 Section Detail - At Ground Level Col. Line G + 8 / 8a (Window) 1 1/2" = 1'-0"A413 4 Section Detail - At Ground Level Col. Line G + 8 / 8a (At Wall) No. Date Revision FD FD FD FD FD MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 STG 2L0067 STG 2L0069 1'-3" 2'-4" 1'-3"EQEQ3'-0"3'-1" 11" 1'-3" 2'-4" 1'-3"11" 3'-1"6'-9 3/4"3'-9 1/4"7'-3"3'-9"2L0022 2L0067 2L0069 2L0021 A501 10 11 9 8 A501 6 7 5 4 P8A P3D P3D P1B P1B P2 P2 P2 P3D P3D P3D PROVIDE WATERPROOFING MEMBRANE PROVIDE WATERPROOFING MEMBRANE TA-1 TA-1TA-1 MEN'S RESTROOM L0021 CORRIDOR L0041 WOMEN'S RESTROOM L0022 STG L0069 STG L0067 1'-3" 2'-4" 1'-3"1'-3"1'-3"7'-0"7'-5"1'-3" 2'-4" 1'-3"4'-1 1/2"4'-1 1/2"5'-8" 6'-9" L0021 L0069 L0067 L0022 A501 10 11 9 8 A501 6 7 5 4 3'-1" 11" P3D P3D P3D P3D P2 P2 P2 P1B P1B P3D P3D P8A PROVIDE WATERPROOFING MEMBRANE PROVIDE WATERPROOFING MEMBRANE J H 6 GENDER NEUTRAL TOILET L0023 WORKROOM L30 EVENT ROOM L285'-6" MIN.17"5'-1" P7 P8A PROVIDE (1) LAYER WRB AT FINISH FACE RATED PARTITION CORRIDOR L0041 L0023 A501 15 13 14 12 BABY CHANGING STATION - PROVIDE BLOCKING IN WALL TO SUPPORT STATION EQ EQEQ EQP3D P1B P1D P8A 7.0 7.1 4"4'-0"PTD GWB TILE WAINSCOT TA-1 2'-6"PTD GWB TILE WAINSCOT ADA COMPLIANT SINK 18 A501 4" x 8" TILE SET IN RUNNING BOND 6" BULLNOSE COVE BASE TA-7 4'-0"4'-0"P5 P5 TA-1 TA-11 TA-9A WALL HUNG URINAL SCREEN, TYP. TA-2 TA-7 2'-10"18 A501 TA-11TA-9A L0023 4'-0"3'-0"PROVIDE (1) LAYER WRB AT FINISH FACE OF DOUBLE-STUD PARTITION P8 CT-1 4"4"TA-2 CT-14'-0"3'-0"TA-2 P1B 2'-6" TA-11 TA-7TA-9A P7P8A PROVIDE (1) LAYER WRB AT FINISH FACE OF RATED PARTITION CT-14'-0"PTD GWB SEE FINISH PLAN FOR FLOOR FINISH TILE WAINSCOT TA-18 38"AT ACCESSIBLESTALL4'-0"5'-8" TYP. HOOK DISPENSER TOILET PAPER GRAB BARS - REAR WALL TA-1 TA-2 TA-3 TA-8TA-7 DRINKING FOUNTAIN RM. ONLY WOMEN'S VENDOR NAPKIN/TAMPON WASTE DISPOSALFULL-LENGTH MIRROR TA-6 NAPKIN DISPOSAL WOMEN'S RM. ONLY TA-4 GEORGIA PACIFIC GP57120/01 BOBRICK B-6106 BOBRICK B-2800 BOBRICK B-254/354 BOBRICK B-165 2472 BOBRICK B-43644 BOBRICK B-6827 ELKAY LZWS-LRPBM28K DRINKING FOUNTAIN + BOTTLE FILLING STATION COMBINATION LAV-MOUNTED TA-9 BOBRICK B82216 SOAP DISPENSER LEFT SIDE OF LAV, PER MFR ROLL PAPER TOWEL TA-10 DISPENSER TA-9A SOFT CARE JW4598281 SOAP DISPENSER LC OF SINK FRONT OF W.C. FRONT OF STALL TOP OF COUNTER 72"9"24"54"18"8"46"60"43" MAX16"18"12" 42"12" 24"18"34"15"WATER CLOSET LAVATORY URINAL INSULATE EXPOSED PIPES GRAB BARS - SIDE WALL TA-2 BOBRICK B-6106 GEORGIA PACIFIC GP5433840".CONTROLS48" MAX HAND DRYER TA-11MAX 48"60"36" 7'-6"BABY CHANGING STATION TA-18 KOALA KARE KB110-SSRESPOUT HEIGHT36" MAXSPOUT HEIGHT38" - 43" MAX30" CLEAR 15" 15"35"TA-5 40"12"38" MAX.27" MIN.MIRROR WITH SHELF BOBRICK B1658 8"4"FAUCET (SEE PLM DWGS) CORIAN 22" VANITY WITH INTEGRATED BOWL 1/2"4 3/4"13"3 3/4" CORIAN BACKSPLASH 34"4"PROVIDE REQ. BLOCKING IN WALL TO HANG COUNTER AND P-LAM PIPE ENCLOSURE LINE OF FINISHED FLR. 6" BULLNOSE COVE BASE 22"7"2'-3"INSULATED PIPE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A501 Enlarged Toilet Room Plan & Details - LL2 & LL1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A501 1 Lower Level 2 Restrooms 1/4" = 1'-0"A501 2 Lower Level 1 Restrooms 1/4" = 1'-0"A501 3 Lower Level 1 Gender Neutral Toilet Room 1/4" = 1'-0"A501 4 LL2 Women's Restroom - West 1/4" = 1'-0"A501 5 LL2 Women's Restroom - South 1/4" = 1'-0"A501 6 LL2 Women's Restroom - North 1/4" = 1'-0"A501 7 LL2 Women's Restroom - East 1/4" = 1'-0"A501 8 LL2 Men's Restroom - West 1/4" = 1'-0"A501 9 LL2 Men's Restroom - South 1/4" = 1'-0"A501 10 LL2 Men's Restroom - North 1/4" = 1'-0"A501 11 LL2 Men's Restroom - East 1/4" = 1'-0"A501 12 LL1 GN Toilet - South 1/4" = 1'-0"A501 13 LL1 GN Toilet - East 1/4" = 1'-0"A501 14 LL1 Gender Neutral Toilet - West 1/4" = 1'-0"A501 15 LL1 Gender Neutral Toilet - North TOILET ACCESSORY SCHEDULE - L1 Type Mark Type Comments Manufacturer - Basis of Design or Approved Equal Description Comments TA-1 TOILET PAPER DISPENSER GEORGIA- PACIFIC GP57120/01 INSTALLED BY CONTRACTOR TA-2 36" REAR WALL, 42" SIDE WALL, 18" VERTICAL GRAB BARS BOBRICK B6106 36" REAR WALL, 42" SIDE WALL, 18" VERTICAL GRAB BARS TA-3 SANITARY NAPKIN/TAMPON DISPENSER BOBRICK B2800 TA-4 SANITARY NAPKIN/TAMPON DISPOSAL Steelcase TWO-SIDED, IN TOILET PARTITION TA-5 MIRROR WITH SHELF BOBRICK B1658 24" X 36" SS CHANNEL FRAME MIRROR TA-6 FULL LENGTH MIRROR BOBRICK B290 24" X 72" SS CHANNEL FRAME MIRROR TA-7 WASTE RECEPTACLE BOBRICK B-43644 SEMI-RECESSED, SS TA-8 HOOK BOBRICK B-6827 TA-9 LAV-MOUNTED SOAP DISPENSER BOBRICK B82216 TA-9A WALL-MOUNTED SOAP DISPENSER SOFT CARE JW4598281 INSTALLED BY CONTRACTOR XL-SB BRUSHED STAINLESS STEEL FINISH TA-10 ROLL PAPER TOWEL DISPENSER GEORGIA- PACIFIC GP54338 INSTALLED BY CONTRACTOR TA-11 HAND DRYER EXCEL DRYER XLERATOR HAND DRYER TA-12 BOBRICKB290 24" x 72" SS CHANNEL FRAME MIRROR TA-15 LAV-MOUNTED SOAP DISPENSER BOBRICK B82216 TA-16 TA-17 HAND DRYER Excel Dryer XLERATOR Hand Dryer XL-SB BRUSHED STAINLESS STEEL FINISH TA-18 BABY CHANGING STATION KOALA KARE KB110-SSRE Bobrick KB110-SSRE Recessed Baby Changing Station 1 1/2" = 1'-0"A501 17 CT-1 SUBWAY TILE 3/4" = 1'-0"A501 18 Sink with Integral Bowl Detail No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 FD FD FD TA-9A TA-2 TRANSLUCENT FILM ADD NEW LAYER OF GWB, PAINT TA-2 FLOOR MOUNTED, URINAL SCREEN, TYP.2'-8"ADD NEW LAYER OF GWB, PAINT TA-2 TA-2 TRANSLUCENT FILM ADD NEW LAYER OF GWB, PAINT TA-2 ADD NEW LAYER OF GWB PAINT AT ACCESSIBLESTALL4'-0"5'-8" TYP. HOOK DISPENSER TOILET PAPER GRAB BARS - REAR WALL TA-1 TA-2 TA-3 TA-8TA-7 DRINKING FOUNTAIN RM. ONLY WOMEN'S VENDOR NAPKIN/TAMPON WASTE DISPOSALFULL-LENGTH MIRROR TA-6 NAPKIN DISPOSAL WOMEN'S RM. ONLY TA-4 GEORGIA PACIFIC GP57120/01 BOBRICK B-6106 BOBRICK B-2800 BOBRICK B-254/354 BOBRICK B-165 2472 BOBRICK B-43644 BOBRICK B-6827 ELKAY LZWS-LRPBM28K DRINKING FOUNTAIN + BOTTLE FILLING STATION COMBINATION LAV-MOUNTED TA-9 BOBRICK B82216 SOAP DISPENSER LEFT SIDE OF LAV, PER MFR ROLL PAPER TOWEL TA-10 DISPENSER TA-9A SOFT CARE JW4598281 SOAP DISPENSER LC OF SINK FRONT OF W.C. FRONT OF STALL TOP OF COUNTER 72"9"24"54"18"8"46"60"43" MAX16"18"12" 42"12" 24"18"34"15"WATER CLOSET LAVATORY URINAL INSULATE EXPOSED PIPES GRAB BARS - SIDE WALL TA-2 BOBRICK B-6106 GEORGIA PACIFIC GP5433840".CONTROLS48" MAX HAND DRYER TA-11MAX 48"60"36" 7'-6"BABY CHANGING STATION TA-18 KOALA KARE KB110-SSRESPOUT HEIGHT36" MAXSPOUT HEIGHT38" - 43" MAX30" CLEAR 15" 15"35"TA-5 40"12"38" MAX.27" MIN.MIRROR WITH SHELF BOBRICK B1658 G0021 WOMEN'S RESTROOM G0021 1'-2"2'-2"1'-2"10'-1"1'-2"5'-0"A502 3 4 5 6 3'-1" 11" P3D P3D P1B P1D 17" 1'-0" 8'-0"5'-6 1/4"1'-0" P5B 1'-0"17"RESTROOM 10020 RESTROOM 10021 A502 7 8 11 12 A502 9 10 13 14 FTC - SEE MECHANICAL DRAWINGS FCU - SEE MECHANICAL DRAWINGS 5'-7"17"ADD NEW LAYER OF GWB, PAINT ADD NEW LAYER OF GWB, PAINT 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A502 Enlarged Toilet Room Plan & Details - G & L1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A502 3 Ground Level Women's Toilet - North 1/4" = 1'-0"A502 4 Ground Level Women's Toilet - East 1/4" = 1'-0"A502 5 Ground Level Women's Toilet - South 1/4" = 1'-0"A502 6 Ground Level Women's Toilet - West 1/4" = 1'-0"A502 7 L1 Men's Toilet - North 1/4" = 1'-0"A502 8 L1 Men's Toilet - East 1/4" = 1'-0"A502 11 L1 Men's Toilet - South 1/4" = 1'-0"A502 12 L1 Men's Toilet - West 1/4" = 1'-0"A502 9 L1 Women's Toilet - North 1/4" = 1'-0"A502 10 L1 Women's Toilet - East 1/4" = 1'-0"A502 13 L1 Women's Toilet - South 1/4" = 1'-0"A502 14 L1 Women's Toilet - West TOILET ACCESSORY SCHEDULE - L1 Type Mark Type Comments Manufacturer - Basis of Design or Approved Equal Description Comments TA-1 TOILET PAPER DISPENSER GEORGIA- PACIFIC GP57120/01 INSTALLED BY CONTRACTOR TA-2 36" REAR WALL, 42" SIDE WALL, 18" VERTICAL GRAB BARS BOBRICK B6106 36" REAR WALL, 42" SIDE WALL, 18" VERTICAL GRAB BARS TA-3 SANITARY NAPKIN/TAMPON DISPENSER BOBRICK B2800 TA-4 SANITARY NAPKIN/TAMPON DISPOSAL Steelcase TWO-SIDED, IN TOILET PARTITION TA-5 MIRROR WITH SHELF BOBRICK B1658 24" X 36" SS CHANNEL FRAME MIRROR TA-6 FULL LENGTH MIRROR BOBRICK B290 24" X 72" SS CHANNEL FRAME MIRROR TA-7 WASTE RECEPTACLE BOBRICK B-43644 SEMI-RECESSED, SS TA-8 HOOK BOBRICK B-6827 TA-9 LAV-MOUNTED SOAP DISPENSER BOBRICK B82216 TA-9A WALL-MOUNTED SOAP DISPENSER SOFT CARE JW4598281 INSTALLED BY CONTRACTOR XL-SB BRUSHED STAINLESS STEEL FINISH TA-10 ROLL PAPER TOWEL DISPENSER GEORGIA- PACIFIC GP54338 INSTALLED BY CONTRACTOR TA-11 HAND DRYER EXCEL DRYER XLERATOR HAND DRYER TA-12 BOBRICKB290 24" x 72" SS CHANNEL FRAME MIRROR TA-15 LAV-MOUNTED SOAP DISPENSER BOBRICK B82216 TA-16 TA-17 HAND DRYER Excel Dryer XLERATOR Hand Dryer XL-SB BRUSHED STAINLESS STEEL FINISH TA-18 BABY CHANGING STATION KOALA KARE KB110-SSRE Bobrick KB110-SSRE Recessed Baby Changing Station 1/4" = 1'-0"A502 1 Ground Floor Restroom 1/4" = 1'-0"A502 2 Level 1 Toilet Rooms No. Date Revision G J H K.0 9a 9b 9 10 A5037 3 6 4 FOLDING SECURITY ENCLOSURE PANELS L28C E075 POS STATION SEE MILLWORK DRAWINGS BEVERAGE COUNTER 3'-10"11'-1"7'-5"14'-6"21'-4"A7114 A711 13 12 A512 1 MOVEABLE TABLE SEE MILLWORK DRAWINGS NEW TRASH/ RECYCLE BIN 3'-0" EXISTING GWB RETURN TO REMAIN CLEAN & PAINT EXIST. WD SILL & MTL BASEBOARD HEATING UNIT ENCLOSURE EXIST. DOOR WITH NEW HARDWARE 4 A512 GRANITE THRESHOLD AT SECURITY ENCLOSURE FLOOR TRACK 1'-5"A512 10 NIC UON MOVEABLE TABLE SEE MILLWORK DRAWINGS NEW STORMWINDOWS L24 ALT 3 (3) LIGHT FIXTURES G J H K.0 9a 9b 9 10 2'-1" 9'-0" 1'-6" 9'-0" 1'-6" 9'-0" 3'-11" 1'-6" 15'-0" 2'-1" RETURN TRANSFER DUCT IN DOUBLE-STUD PARTITION. SEE MEP DWGS 5 A503 3'-2"EQ EQ EQ EQ A.F.F.9' - 0"A.F.F.10' - 6" A.F.F.10' - 6" A.F.F.10' - 6" A.F.F.11'-0" 6" TYP. A.F.F.10'-0" EQ 6'-0" TYP. EQ EQ EQ EQEQEQEQEQEQ EQ EQ EQ 6' SA LINEAR SLOT DIFFUSER IN WD CEILING 6' SA LINEAR SLOT DIFFUSER IN WD CEILING 4 A512 1'-3" CFMF-SUPPORTED TRACK AT SECURITY ENCLOSURE 12'-7" VIFA.F.F.8'-0" FIXED POINT OF SALE BEVERAGES COUNTER BY OWNER MENU BY OWNER PTD GWB WOOD BASE AT EXISTING WALL TO MATCH VENEER PANELS WOOD VENEER PANELS ON Z-CLIPS MILLWORK COUNTER- HEIGHT TABLES W/ WATERFALL EDGE. FINISH TO MATCH VENEER PANELS WOOD FRAME THRESHOLD BEYOND TRASH/RECYCLE BINFOLDING SECURITY ENCLOSURE PANEL SYSTEM CORRIDOR LIGHTS MOUNTED AT 7'-0" A.F.F. CLEAN AND PAINT EXISTING TRIM CLEAN & PAINT EXIST. WD SILL & MTL BASEBOARD HEATING UNIT ENCLOSURE EXIST. DOOR W/ NEW HARDWARE 4 A512 OPEN CEILING PLENUM E075 DINING L24 WOOD VENEER PANELS ON Z-CLIPS WOOD BASE TO MATCH VENEER PANELS SERVERY L35C A512 4 MOVEABLE TABLE - SEE MILLWORK DETAILS WOOD VENEER PANELS ON Z-CLIPS WOOD BASE TO MATCH VENEER PANELS DINING L24 SERVERY L35C PAINT EXISTING WOOD-FRAMED WINDOW UNITS BEYOND PAINT GWB SOFFIT AT WINDOW HEADS BEYOND TRASH / REC. BIN MOTORIZED ROLLER WINDOW SHADE CLEAN & PAINT EXIST. WD & SILL & MTL BASEBOARD HEATING UNIT ENCLOSURE SECURITY ENCLOSURE POCKET DOOR BEYOND A512 4 9'-0"STORM WINDOWS, SEE 1/A811 L24 DINING L24 CORRIDOR L00419'-0"8'-8"4"3'-2"WOOD VENEER PANELS ON Z-CLIPS WOOD BASE TO MATCH VENEER PANELS PTD GWB SOFFIT MILLWORK COUNTER- HEIGHT TABLES W/ WATERFALL EDGE. FINISH TO MATCH VENEER PANELS A503 5 8'-0" MOVEABLE TABLE, SEE MILLWORK DRAWINGS CLEAN AND PAINT EXISTING TRIM CLEAN & PAINT EXIST. WD SILL & MTL BASEBOARD HEATING UNIT ENCLOSURE 4'-0" 4'-0" 4'-0" 4'-0"EQ 4'-0" OF PANEL 5'-8"6 A505 SIM6"6" 1'-6" 6" PTD GWB TYPE 2 VENEER PLY OPEN CEILING PLENUM UNDERSIDE OF SLAB 14'-0" 1 1/2" HARDWOOD EDGE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A503 Enlarged Dining Room & Detail 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A503 1 Lower Level 1 - Dining Room Enlarged Floor Plan 1/4" = 1'-0"A503 2 Lower Level 1 - Dining Room Enlarged Reflected Ceiling Plan 1/4" = 1'-0"A503 6 LL1 Dining Room - East 1/4" = 1'-0"A503 3 LL1 Dining Room - North 1/4" = 1'-0"A503 4 LL1 Dining Room - South 1/4" = 1'-0"A503 7 LL1 Dining Room - West 3/4" = 1'-0"A503 5 Dining Room Drop Ceiling Detail No. Date Revision FD G J H K.0 8 9 A504 5 6 3 4 AV RACK, SEE AV DWGS L28C L28D L28A L28B MILLWORK AV LECTERN 15'-10 1/2"39'-9 1/2" 20'-3"16'-2" A7107 8 2'-10 1/4" 7" FLOOR BOX 4'-0 1/2" 7" A811 1 1 A713 WOOD VENEER PANEL A713 2 CLOCK MTD TO WALL. SEE ELEVATION FOR MOUNTING HEIGHT 0" 21'-4" AV CABINET, SEE MILLWORK DWGS CLEAN & PAINT EXIST. WD SILLS & MTL BASEBOARD HEATING UNIT NEW STORM WINDOWS RECESSED MARKER BOARD RECESSED MARKER BOARD 5 A713 MOVABLE FURNITURE BY OWNER A512 8 36'-5" W1.1 W1.2 7.0 K.1 A512 10 7.1 7 A811 ST-G1 ST-G3 ST-G1 ST-G1 ST-G2 ST-G1 P8 P8 6 A412 ALTERNATE MILLWORK AV LECTERN NIC G J H K.0 7a 7b 8a 8b 8 9 RECESSED GWB BORDER ABOVE, SHOWN DASHED 4'-4 1/2" 9'-0" 1'-6" 9'-0" 1'-6" 9'-0" RETURN TRANSFER DUCT IN DOUBLE- STUD PARTITION. SEE MEP DWGSEQEQEQ EQ 6" TYP.EQEQEQ EQ SUSPENDED WOOD PANEL CEILING 3'-0" TYPPTD GWB CEIL 3'-4" PROJECTION SCREEN, SEE AV DWGS PROJECTION SCREEN, SEE AV DWGS CEILING MOUNT 55" FLAT PANEL DISPLAY 36'-5 1/4" 4 A713 1 A713 6'-0" TYP. FABRIC WRAPPED PANEL 1'-6 7/16"EQEQA.F.F.9' - 0" A.F.F.10' - 6" A.F.F.10' - 6" A.F.F.10' - 6" 17'-8 9/16" 12'-3 7/16"ALIGN(2) MOTORIZED DUAL SHADE SYSTEMS A.F.F.10'-0" A.F.F.11' - 0" LINEAR SLOT SUPPLY AIR DIFFUSER, TYP. - SEE MECH DWGS 5 A713 7.0 K.1 15'-8 7/16"1'-5 13/16"1'-6 3/16"SSS SSS SSS MM MM M 3'-4" 7.1 7 A811 6 A412 G J K.0 EVENT ROOM L28 PTD. GWB WALL RETURNS BEYOND WOOD VENEER PANELS FABRIC WRAPPED PANELS 1'-10"6'-10"4"WOOD BASE TO MATCH VENEER PANELS7'-6"CLOCK MTD TO WALL 3'-7" +/- (V.I.F.) 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-4" 11" +/- (V.I.F.) WOOD DOOR, SEE SCHED MOTORIZED DUAL SHADE MICROPERFORATED WD VENEER PANELS W/ 2" SOLID PERIMETER, SHOWN DASHED 2" TYP L28C 13 A802 13 A802 EXIT 8 EVENT ROOM L28 WOOD FRAMED STOREFRONT L28BL28A WOOD VENEER PANELS WOOD BASE TO MATCH VENEER PANELS8'-8"4"TRANSLUCENT FILM 2'-10 1/4" 3'-3" EQ EQ EQ 4'-10" +/- (V.I.F.) EQ 3'-3" 2'-11 3/4" FABRIC WRAPPED PANELSPROJECTOR SCREEN - SEE AV DWGS IGU IGU IGU IGU IGU IGU IGU W1.2 IGU W1.1 IGUIGU 4'-0" TYP.7.1 9 A504 8 A504 7 A50410 A504 12 A504 11 A504 10 A504 7a8 EVENT ROOM L28 WOOD VENEER PANELS L28D WOOD BASE TO MATCH WOOD VENEER PANELS NEW SOLID WD DOOR AT EXISTING DOOR OPENING WITH NEW HM FRAME. PROVIDE WD TRIM OVER INTERNAL FRAME. FABRIC WRAPPED PNLSPAINT EXISTING WOOD-FRAMED WINDOW UNITS 4" 8'-8"9'-0"NEW STORM WINDOWS, SEE 1/A811 PROJECTOR SCREEN - SEE AV DRAWINGS 1'-8 1/4" +/- (V.I.F.) 4'-0"4'-0" 4'-0" 3'-4" 1'-7" +/- (V.I.F.) EXHAUST CEILING PLENUM 7'-2"7.1 CLEAN & PAINT EXIST. WD & SILL & MTL BASEBOARD HEATING UNIT ENCLOSURE EXIT WOOD VENEER PANELS FABRIC WRAPPED PANELS WOOD BASE TO MATCH VENEER PANELS STAIR & RELOCATED WHEELCHAIR LIFT BEYOND CORRIDOR L0041 EVENT ROOM L28 WOOD-FRAMED STOREFRONT HINGED PANELS WITHIN MILLWORK WALL PANEL CONSTRUCTION. CENTER ON PROJECTION SCREEN. MARKER BOARD MOUNTED TO GWB PARTITION WITHIN WALL CAVITY. TYP AT (2) LOCATIONS 5'-0"2'-6"4 A713 EQ EQ 4'-0" 4'-0" 3'-5 7/16" 3'-5 7/16" 4'-0" 4'-0" 2'-9 7/16" 2'-9 7/16"7'-8"WD VENEER PANELS ON AV CABINET 7'-2"4' - 6"GANG SWITCHES FOR ROOM LIGHTING, PROJECT SCREENS, MOTORIZED SHADES IN CENTER OF VENEER PANEL10"3"4"1"2"1" IGU 1 1/2" 3" 1 1/2" 6" HARDWOOD GLASS STOP HARDWOOD FIN ON Z-CLIPS 10"3"4"1"2"1" IGU HARDWOOD GLASS STOP HARDWOOD FIN BEYOND VENEER PLY ON Z-CLIPS 7"1" IGU 1 1/2" HARDWOOD GLASS STOP HARDWOOD FIN ON Z-CLIPS 2 1/2" 4" VENEER PLY ON Z-CLIPS 10" 3"4"1"2" 1" IGU HARDWOOD GLASS STOP HARDWOOD FIN BEYOND VENEER PLY ON Z-CLIPS 7" 10" 7"1"2"1" IGU1 1/2"1 1/2"HARDWOOD GLASS STOP HARDWOOD FIN ON Z-CLIPS3"1" IGUHARDWOOD GLASS STOP HARDWOOD FIN ON Z-CLIPS 10" 7"1"2"3"2 1/2" HARDWOOD BASE, SEE FINISH PLANS1/2"4"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A504 Enlarged Event Room 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A504 1 LL1 - Event Room Floor Plan 1/4" = 1'-0"A504 2 LL1 - Event Room Reflected Ceiling Plan 1/4" = 1'-0"A504 3 LL1 Event Room - East 1/4" = 1'-0"A504 4 LL1 Event Room - North 1/4" = 1'-0"A504 5 LL1 Event Room - South 1/4" = 1'-0"A504 6 LL1 Event Room - West 1 1/2" = 1'-0"A504 8 Storefront 1 Vert. Fin Mullion 1 1/2" = 1'-0"A504 9 Storefront 1 Vert. Mullion 1 1/2" = 1'-0"A504 10 Storefront 1 Jamb 1 1/2" = 1'-0"A504 7 Storefront 1 Horiz. Mullion 1 1/2" = 1'-0"A504 11 Storefront 1 Head 1 1/2" = 1'-0"A504 12 Storefront 1 Sill No. Date Revision F G 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b A814 3 A814 2 A505 2 3 A704 1516 17 4 5 A301 2 3 1A3014 A511 5 2'-9" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 2'-9" A511 1 ENCLOSED LOGGIA G0041 VESTIBULE G0040 G0041-A G0041-B G28R-B G0040B G0040A A511 3 CW2.2 CW2.1 CW2.1 CW2.1 CW2.1 CW3.1 CW3.1 CW2.3 CW2.2 3 A401 REMOVE EXISTING TILE & SLOPED GROUT IN THIS AREA DOWN TO EXISTING SLAB. INFILL RESULTING PIT W/ STRUCTURAL POLYSTYRENE & CONCRETE SLAB, SEE 3/A401. SEE FINISH PLAN FOR FLOOR FINISH. 20'-0"20'-0"20'-0"20'-0" CONTROL JOINT IN INFILL SLAB CONTROL JOINT IN INFILL SLAB CONTROL JOINT IN INFILL SLAB A511 2 WALK-OFF MAT ALIGNALIGNALIGN RECESSED INTERACTIVE DISPLAY SCREEN AND WAYFINDING SIGN 6 A505 A511 4 6 A413 7.0 A511 74 A413 5 A401 6 A401 7.1 CONTROL JOINT IN INFILL SLAB CONTROL JOINT IN INFILL SLAB INFILL WITH SALVAGED STONE10'-0"10'-0"WD PANELING AT EXPOSED WALL FACES, SIM TO 10 A803 6 8 9 10 11 12 12.2 ALUM. FRAMED CURTAIN WALL SYSTEM ALTERNATE: PTD HOT ROLLED STL WINDOW SYSTEM VENEER PANELS W/ HARDWOOD TRIM AT WALL & CEILING ALUMINUM DOOR. ALTERNATE: STEEL SYSTEM.A512 7 W2.2 G0040B WOOD FRAME STOREFRONT SYSTEM. STONE PANELS ADHERED TO SUBSTRATE ATTACHED TO MTL FRAMING 2'-0" G0041-A8'-5"CEILING-RECESSED LIGHT FIXTURES, SEE RCP FOR LOCATIONS V.I.F.10"REMOVE EXISTING TILE & SLOPED GROUT IN DASHED AREA DOWN TO EXISTING SLAB. INFILL RESULTING PIT W/ STRUCTURAL POLYSTYRENE & CONCRETE SLAB, SEE 3/A401. ALIGN TOP OF GRANITE FLOORING AT TRANSITION 3 A401 7.0 7.1 EXIT EXIT SIGN FACING EAST / WEST WD VENEER PANELS Z-CLIPS SECURED GWB ON 2 1/2" FURRING ALIGN TOP OF NEW FLOORING WITH ADJACENT FLOORING ON EXISTING CONCRETE SLAB ALUMINUM EXTENSION PLATE BY CURTAIN WALL MFR A412 5 PLUMBING CHASE TO WALL-MTD CUH, SEE MEP DWGS 4'-0" 4'-0" 4'-0" 1 1/2" HARDWOOD TRIM & 1/2" REVEALWD VENEER PANEL W HARDWOOD TRIM WD PANEL RETURNS TO WALL BEYOND PAINT EXISTING WALL & DOOR FRAME 689101112 VENEER PANELS W/ HARDWOOD TRIM AT WALL & CEILING WOOD FRAMED STOREFRONT SYSTEM WOOD PANEL ABOVE WOOD STOREFRONT EXISTING WINDOW UNITS TO REMAIN G28R-BG0041-BG26 JAMB OF STOREFRONT SYSTEM BEYOND WOOD FRAMED STOREFRONT SYSTEM WITH TRANSLUCENT FILM APPLIED TO GLAZING WOOD FRAME, SEE SCHEDULEJAMB OF STOREFRONT SYSTEM BEYOND W3.1W4.2W4.1 CEILING-RECESSED LIGHT FIXTURES, SEE RCP FOR LOCATIONS TRANSLUCENT FILM APPLIED TO GLAZING CORE MASONRY WALL FOR NEW SPRINKLER PIPING - SEE FP DRAWINGS ALIGN CLEAN EXISTING MASONRY REMOVE EXISTING TILE & SLOPED GROUT IN DASHED AREA DOWN TO EXISTING SLAB. INFILL RESULTING PIT W/ STRUCTURAL POLYSTYRENE & CONCRETE SLAB, SEE 3/A401.V.I.F.10"PTD. GWB WD VENEER PANELS RECESSED INTERACTIVE DISPLAY SCREEN 6 A505 5'-0"OF SCREEN, SEE AV DWGS INSTALL SALVAGED MASONRY VENEER AT EXISTING OPENING. SAW-TOOTH EXISTING MASONRY AS REQUIRED TO MAINTAIN COURSING 6 A413 5.17.0 8'-5"9'-6"9'-6"9'-6"10'-0"14'-0" 4 A413 SIDEWALL SPRINKLER HEAD IN WOOD STOREFRONT SYSTEM WAYFINDING PLAN INSTALLED BEHIND 3" SOLID WOOD FRAME TYPE 3 7.1 7'-9"CL OF SPRINKLER HEADS AT LOGGIA, TYP 7'-9"ALIGN 1/2" REVEAL AT WD STOREFRONT HEADER. ALIGN WITH ADJACENT WD HEADER 10 A803 REMOVE EXISTING STORM SHUTTER HARDWARE (6) FILL HOLES IN WOOD SILL, PAINT, TYP. CLEAN EXISTING MASONRY PATCH MASONRY POST LIGHT REMOVAL (TYP AT 4 LOCATIONS)3'-10" 2'-4"2'-4"3'-8" EQ.EQ.EQ. 2'-4" 2 A412 GLASS DRAFT CURTAIN AT STAIR 2 BEYONDWOOD VENEER PANELS AND HARDWOOD THRESHOLD ENCLOSED LOGGIA G0041 ACOUSTICAL PLASTER CEILING LEVEL G 30' - 3" SEE PLUMBING DWGS INTERACTIVE DISPLAY SCREEN. PROVIDE POWER AND DATA OUTLET - SEE AV DRAWINGS 5'-0"5" 7'-0" 3/4" HARDWOOD 3" HARDWOOD EDGE Z-CLIPS PTD. 5/8" GWB 3 5/8" MTL STUDS PTD. 5/8" GWB RECESSED WD BASE TO MATCH WD VENEER PANEL OF SCREEN 3/4" WOOD VENEER PANEL MIN. 5 3/4"2'-4"PROVIDE PLYWOOD BACKER BOARD AND BLOCKING. PAINTED GWB AT FACE. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A505 Enlarged Loggia Plan & Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A505 1 Enlarged Plan - Loggia & Vestibule 1/4" = 1'-0"A505 2 Enclosed Loggia - North Elevation 1/4" = 1'-0"A505 3 Enclosed Loggia - SouthElevation 1/4" = 1'-0"A505 4 Enclosed Loggia - West Elevation 1/4" = 1'-0"A505 5 Enclosed Loggia - East Elevation 1" = 1'-0"A505 6 Partition at Display Screen No. Date Revision F G 7a EXISTING LOGGIA COLUMN EXISTING WINDOW TO REMAIN WOOD FRAME STOREFRONT SYSTEM ALTERNATE: HOT ROLLED STEEL WINDOW SYSTEM WD VENEER PANEL & TRIM THRESHOLD WD THRESHOLD ABOVE (DASHED) AND AT OPP. WALL WD FRAMED STOREFRONT 1 1/2" EXISTING LOGGIA ROOF RWL TO REMAIN WD VENEER PANELS ON WD BLOCKING. PROVIDE MATCHING EDGEBANDING ON BLOCKING WHERE EXPOSED GWB SUBSTRATE ON MTL FRAMING. PAINT WHERE EXPSOED 1/2" GRANITE ADHERED TO CEMENT BACKER BOARD PERIMETER BACKER ROD & SEALANT 6" ALUM. FRAMED CURTAIN WALL SYSTEM ALTERNATE: HOT ROLLED STEEL WINDOW SYSTEM 5/8" CEMENT BACKER BOARD SEALANT JOINT, COLOR TO MATCH GRANITE 8" CFMF WITH 6" MIN. INSULATION ALUM. PLATE EXTENSION BY CW MFGR 3 A412 PTD GWB EXIST. COLUMN 12'-0"1 1/2"1"1" 1 1/2" CLEAN EXIST. MASONRY TO REMAIN8"3 1/2"1/2"2 A412 3'-8"ALIGN - TYP. BOTH SIDESAIR & VAPOR BARRIER ON SHEATHING SECURED TO CFMF 7.0 ALIGN6"7.1 ADHESIVE 3" HARDWOOD EDGE. FILL GAP TO STONE WALL WITH SEALANT, COLOR TO MATCH WOOD1 1/2"1 1/2"1'-4"1"1"1"2'-8" AIR & VAPOR BARRIER ON SHEATHING SECURED TO CFMF 2'-5" K.0 1 A401 CONCRETE LANDING, SEE LANDSCAPE / CIVIL DWGS SECURE HM FRAME TO EXIST. MASONRY EXIST. MASONRY VENEER TO REMAIN AT WINDOW JAMBS EXISTING MASONRY BLOCK WALL TO REMAIN AT WINDOW JAMBS EXISTING AIR GAP PERIMETER FURRING W/ SPRAY-FOAM INSULATION. SEE PLAN & P-TYPE RAISED FLOOR & WALK- OFF MAT PTD HM FRAME DOOR, SEE SCHEDULE 2" 4'-0" EXIST. MASONRY OPENING, VIF 3"CARD READER ON DOOR A803 3 K.1 SEALANT AND BACKER ROD SALVAGED MASONRY TO RETURN MASONRY VENEER WALL BACK TO DOOR JAMB AT BOTH SIDES G ALIGN FACE OF EXISTING MASONRY VENEER TO REMAIN 3'-0" MASONRY OPENING, VIF INSTALL SALVAGED MASONRY VENEER AT EXISTING OPENING. PTD GWB ON MTL FRAMING. FINISH TO MATCH ADJACENT PARTITIONS MASONRY TIES SECURED TO SHEATHING GYP SHEATHING ON CFMF TOOTH IN AT EXISTING MASONRY AS REQUIRED TO MAINTAIN COURSING 4" VIF2 A401 EXIST. MASONRY VENEER TO REMAIN. SAWCUT EXISTING MASONRY. PROVIDE REPLACEMENT ANCHORS TO RESUPPORT EXISTING STONE VENEER. EXIST. MASONRY VENEER TO REMAIN. SAWCUT EXISTING MASONRY. PROVIDE REPLACEMENT ANCHORS TO RESUPPORT EXISTING STONE VENEER. CONT. BACKER ROD & SEALANT AT PERIMETER ACM SECURED TO SHEATHING MTL FRAMING W/ BATT INSULATION CANOPY ABOVE, SHOWN DASHED. ALUM FRAMED DOOR OPENING & DOOR. SEE SCHED. ALTERNATE: HOT ROLLED STEEL FRAMED OPENING & DOOR PAVING, SEE LANDSCAPE / CIVIL DWGS VESTIBULE G0040 CANOPY ALUMINUM COMPOSITE PANEL JOINT ABOVE, SHOWN DASHED. (3) EQ. PANELS PT BLOCKING SECURED TO MTL FRAMING FLUID-APPLIED AIR & VAPOR BARRIER ON EXTERIOR SHEATHING, SHOWN DASHED 6"ANODIZED ALUMINUM THRESHOLD ALIGNOPERABLE LEAF CARD READER, ACTUATOR BELOW 7.0 6"6"MONOLITHIC LIMESTONE TRIM ANCHORED TO METAL FRAMING WITH STAINLESS STEEL CLIPS6"MONOLITHIC LIMESTONE TRIM ANCHORED TO METAL FRAMING WITH STAINLESS STEEL CLIPS 6" 6" SPRAY FOAM INSULATION G 10a ALIGN BACKER ROD & SEALANT BTWN NEW & EXISTING CONSTRUCTION 4" O.A. WD STOREFRONT WD VENEER ON Z-CLIPS SECURED TO WD FRAMING WD FRAMING SECURED TO FLOOR & EXISTING STRUCTURE1'-10"INTERIOR GLASS STOP4"EXISTING EXTERIOR WALL TO REMAIN 3" HARDWOOD EDGE 6 1/2"9"1 1/2"G 6 A505 3'-7" 4"4" SEE PLUMBING DWGS INTERACTIVE DISPLAY SCREEN. PROVIDE POWER AND DATA OUTLET - SEE AV DWGS PTD. 5/8" GWB ON 3 5/8" MTL STUDS WD VENEER PANELS ATTACHED TO WALL WITH Z-CLIPS WD FRAMED STOREFRONT OF SCREEN 10 A803 6"WAYFINDING PLAN SIGNAGE PROVIDE PLYWOOD BACKER BOARD AND BLOCKING. PAINTED GWB AT FACE. G 8b 3'-4" R.O. VIF G28R-B EXISTING MASONRY WALL WD TRIM PLYWOOD VENEER PANEL WD BLOCKING SECURED TO EXISTING OPENING GRANITE THRESHOLD CARPET FLOORING, SEE FINISH PLAN 1/2" REVEAL 1 1/2" TRIM 3'-0"1'-0"DOOR, SEE SCHEDULE MATCHING EDGEBANDING AT EXPOSED FACE OF BLOCKING MEETING ROOM ENCLOSED LOGGIA 2"ENCLOSED LOGGIA MEETING ROOM EXISTING MASONRY WALL WD TRIM PLYWOOD VENEER PANEL WD BLOCKING SECURED TO EXISTING OPENING DOOR, SEE SCHEDULE MATCHING EDGEBANDING AT EXPOSED FACE OF BLOCKING2"1 1/2"1 1/2"1/2"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A511 Plan Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1 1/2" = 1'-0"A511 5 Enlarged Plan - Wood Threshold at Loggia 1" = 1'-0"A511 6 Enlarged Plan - LL2 Egress Door 1 1/2" = 1'-0"A511 1 Enlaged Plan - Infilled Door Opening 1 1/2" = 1'-0"A511 3 Enlarged Plan - Vestibule Entrance 1 1/2" = 1'-0"A511 2 Enlarged Plan - Wood Fin Jamb 1 1/2" = 1'-0"A511 4 Enlarged Plan - Interactive Display Screen Wall 1 1/2" = 1'-0"A511 7 Enlarged Plan - Door G28R-B Jamb 1 1/2" = 1'-0"A511 8 Section Detail - Door G28R-B Head No. Date Revision 2'-10"5" 5" 10" 1 1/2" 1 1/2" TRACK SYSTEM FOLDING SECURITY ENCLOSURE PANEL SYSTEM STACKING REQUIREMENTS: 1.15" PER LINEAR FOOT+ 3" PER POST EXISTING WOOD TRIM TO REMAIN 4"6"2"SEE RCP1 1/2" TRACK SYSTEM FOLDING SECURITY ENCLOSURE PANEL SYSTEM LATCH PLATE SECURE WALL JAMB TO PLY ON CFMFPTD GWB GRANITE THRESHOLD TO LEVEL OF SERVERY FLOORING DUSTPROOF FLOOR SOCKET STRUCTURAL LAMINATE CORNERS (TYP) 12.2 6" MINUNDERSIDE OF EXISTING CONCRETE DECK ABOVE CEILING, SEE RCP (4) RADIUSED WOOD VENEER PANELS ON Z-CLIPS SECURED TO GWB ON MTL FRAMING INTEGRAL 1/2" REVEAL AT WOOD PANEL CURVED WD BASE TO MATCH WOOD PANEL 6'-8"4"VARIESPTD GWB REPAIR FIREPROOFING AT EXISTING COLUMN AS REQUIRED STONE PANELS ADHERED TO CEMENT BACKER BOARD ATTACHED TO MTL FRAMING ACOUSTICAL PLASTER CEILING ALUMINUM CURTAIN WALL OR STL STOREFRONT SYSTEM W/ INSUL. GLAZING (ALTERNATE) PTD STL SILL AT STL STOREFRONT SYSTEM (ALTERNATE) 3/8" MORTAR JOINT (COLOR TO MATCH GRANITE)1'-10"5'-7"1'-0"3/8" SEALANT JOINT (COLOR TO MATCH GRANITE) ALUM. PLATE EXTENSION BY CW MFGR OR STEEL PLATE WITH ALTERNATE JOINT JOINT JOINT JOINT SEALANT JOINT TO MATCH CURTAIN WALL 8'-5"4"3/4" TYPE 2 VENEER PANEL W/ 3" HDWD TRIM ATTACHED W/ Z-CLIPS 4" WD BASE TO MATCH TYPE 2 VENEER 1/2" REVEAL AT EDGE CURVED STUD TRACK EXISTING STEEL COLUMN. PATCH & REPAIR FIREPROOFING AS REQUIRED WD VENEER PANELS ON Z-CLIPS MATCHING EDGE- BANDING ON 1/2" PLY AT REVEALS 1' - 2" 5/8" GWB 12.2 F.5 5/8" GWB ON 7/8" HAT CHANNELS Z CLIPS SECURED TO GWB & WD VENEER PANELS 1/2" PLY WITH HDWD REVEAL 3/4" WD VENEER PANEL CL CL 1'-8" VIF 3" 1'-2" VIF 3" EXISTING CONCRETE ENCASED COLUMN 3" SOLID HDWD EDGE (TYP)1/2"G 8 10 3/4" 10 3/4" 3/4" WD VENEER PANEL ON Z-CLIPS, TYP. 1'-9 1/2" 1/2" REVEAL WITH MATCHING EDGEBANDING HARDWOOD GLASS STOP AT ROOM SIDE ROOM SIDE CORRIDOR SIDE 1" IGU10"1 1/2"11 1/2"11"2 1/2"2"3"4"1 1/2" HARDWOOD FIN ON Z-CLIPS 2 1/2"1/2"2"10 1 1/2"3" 3" CLEARANCE 4" MIN. STAINLESS STEEL COVERING CUT CHANNEL INTO EXISTING FLOOR SLAB FOLDING SECURITY ENCLOSURE PANELS HEAD TRACK SECURED TO CFMF & PLY ABOVE (2) LAYERS 3/4" PLY IN 6" CFMF TRACK VERTICAL CFMF STUD @ 16" O.C. DIAGONAL CFMF STUD BRACING @ 96" O.C. 4 1/4" THRESHOLD3/4" CHANNELSPRING AT BASE OF CHANNEL CFMF TRACK SECURED TO SLAB ABOVE 2 1/2"GRANITE THRESHOLD TO MATCH LEVEL OF ADJACENT EXISTING FLOORING SURFACEGRANITE FLOOR SURFACE. SEE FINISH PLANS EXISTING CONCRETE FLOOR DINING L24 SERVERY L35C EXISTING WOOD TRIM TO REMAIN ALIGN L4 16' - 3" TOP OF METAL FRAMING AND 5/8" GWB AT 8'-6" AFF. EXPOSED CONCRETE COLUMNS ABOVE 8'-6" TO ALLOW SPACE FOR DUCTWORK STRUCTURAL LAMINATE CORNER SYSTEM "ULTRATRIM" FULL HEIGHT AT ALL CORNERS POWER OUTLETS SEE E DRAWINGS CL CL VIF VIF2 1/2" METAL FRAMING WITH 5/8" GWB SOLID WOOD CORNERS CUT FROM SOLID STOCK MATERIAL 3"3"3/4" WOOD BASE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A512 Plan Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1 1/2" = 1'-0"A512 1 Plan Detail - Security Grating Pocket 3/4" = 1'-0"A512 3 Elevation - Security Grating 1 1/2" = 1'-0"A512 2 Plan Detail - Security Grating Latch Side 1/2" = 1'-0"A512 5 Eleavtion - Round Column 1/2" = 1'-0"A512 7 Slate Veneer at Loggia Column - Typical Elevation 1/2" = 1'-0"A512 6 Elevation - Wood Veneer Column Wrap 1 1/2" = 1'-0"A512 9 Plan Detail - Round Column 1 1/2" = 1'-0"A512 10 Plan Detail - Square Column 1 1/2" = 1'-0"A512 8 Plan Detail - Column G-8 Lower Level 1 1 1/2" = 1'-0"A512 4 Security Grating Head & Sill Details 1 1/2" = 1'-0"A512 11 Typical Column Detail No. Date Revision 654321 UP 2 1/4" MIN. 1 1/2" BRONZE H.RAIL SIM TO JB#4572 3/4" X 3/4" X 1/8" PTD STL CHANNEL 1/2" DIA. PTD BENT ROD WELDED TO STL CHANNEL & STL WALL PLATE 3/8 " TAPPED HOLE 2 1/2" DIA. PTD STL WALL PLATE MOUNTED TO TYPE 2 WD VENEER PANEL MOUNTED TO TYPE 2 PROVIDE WD BLOCKING AT ALL WALL-MTD HANDRAIL LOCATIONS LL2 10' - 1" LL1 20' - 2" WHEELCHAIR LIFT EQUIPMENT TOWER RELOCATED WHEELCHAIR LIFT EXISTING CONCRETE SLAB TO REMAIN REMOVE EXISTING CONCRETE SLAB BELOW PROPOSED STAIR REMOVE EXISTING MASONRY WALL SUPPORTING SLAB TO BE REMOVED MTL PAN STAIR W/ MONOLITHIC STONE TREADS & PTD RISER PLATES PTD STL GUARDRAIL BRONZE HANDRAIL ON PTD STL BRACKETS. END POST BEYOND PTD GWB CEIL. SECURED TO UNDERSIDE OF STAIR 6"STEEL STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS8'-0"CORRIDOR L0041 L4 16' - 3"4'-0"TYPE 2 VENEER PLYWD TYPE 2 VENEER PANELS W/ HDWD TRIM ATTACHED W/ Z-CLIPS PAINTED GWB 9'-0" WD PANEL HEADER MATCHING VENEER BANDING AT EXPOSED FACES OF REVEALS, TYP PROVIDE BLOCKING BEHIND VENEER PANELS FOR INSTALLATION OF HANDRAIL BRACKETS A611 2 MONOLITHIC STONE ON METAL PAN STAIRS PTD STL STRINGER 8'-1" COORDINATE SLOPED CEILING WITH RELOCATED CHW AND HW PIPING EXISTING MASONRY WALL 12" CONCRETE WALL PORTION OF EXISTING SLAB TO REMAIN SUSPENDED CEILING TILES OVER HALLWAY 8'-3"1"2"2'-2 1/2"2"1"2"2'-2 1/2"1 1/2"1"2"2'-2 1/2"2"1" PORCELAIN TILE FLOORING ON MORTAR BED, 1/2" STONE FLOORING ALTERNATE 1/2" MAX 4" BRONZE HAND RAIL JB #4572 W/ 3/4"X3/4"X1/8" CONTINUOUS PTD STL CHANNEL BELOW PTD 1/2" DIA. BENT ROD WELDED TO CONTINUOUS STL CHANNEL & GUARD RAIL FRAME TO SUPPORT HANDRAIL ALL GUARD RAIL FRAMES TO BE 1"X1/2" PTD STL, BOTTOM RAIL WELDED TO THE TOP OF THE STL STRINGER W/ 1/2" SQUARE BAR PICKETS PTD STL STRINGER BEYOND MONOLITHIC STONE TREADS ON THIN SET GROUT METAL PAN STAIR PTD MTL PAN CLOSED RISER PLATE PTD 3/4" X 3/4" STL POST SET INTO FLOOR NOTE: ALL PTD STL TO MATCH "MATTHEWS PAINT- MP20189 CORINTHIAN BRONZE METALLIC SATIN VOC" & ALL BRONZE HRAILS TO HAVE A CUSTOM PATINA #4 SATIN, MEDIUM STATUARY LAQUERED FINISH 3'-0"6 " PTD STL GUARD RAIL. SEE PLAN FOR LOCATIONS 7 1/16"11"1/2"1 11/16"6 11/16"F G -3' - 10 3/4" CONCRETE FLOOR INFILL BRONZE HANDRAIL ON PTD STL BRACKETS & 1/2" X 2" PTD STL END POSTS MONOLITHIC STONE TREADS ON PAINTED CLOSED-RISER METAL PAN STAIR EXISTING WHEELCHAIR LIFT RELOCATED 6'-9" TREAD WIDTH6'-2" CLEARPTD STL GUARDRAIL 8 A611 WD VENEER PANELS ON Z- CLIPS SECURED TO GWB COORDINATE EXTENT OF PARTITION WITH RELOCATED WHEELCHAIR LIFT MACHINERY ENCLOSURE - PROVIDE PAINTED GWB BEHIND TOWERW/ EQUIP.COORD.TOP 1'-1" EQ EQ EQ EQ EQ EQ 6'-3" 1'-0" TYP 1" NOSING 0" WD VENEER SOFFIT ABOVE SHOWN DASHED 4" STRINGER4" STRINGER6" 3'-4 3/4" ACCESS PANEL1'-0"9 A611 1 A611 7.1 WD VENEER PANEL PTD GWB PTD GWB WITH WOOD BASE F 10 STEP TO ELEVATION OF EXISTING MECHANICAL VAULT WOOD VENEER PANEL ON Z-CLIPS 2" STONE TREAD AND RISERS AT SIDES, 1/4" OVERHANG ON FRONT EDGE CONCRETE LANDING PAINT EXIST. DOOR 3'-8" HARDWOOD RETURN EXISTING FLOORING K.5 WHEELCHAIR LIFT ACCESS PANEL SUSPENDED CEILING EXISTING CONCRETE SLAB W8 (POCKET ONTO EXISTING MASONRY WALL) TYPE 2 VENEER PLYWD TYPE 2 VENEER PANELS W/ HDWD TRIM ATTACHED WITH Z-CLIPS 8'-0"3'-10 1/2"WHEELCHAIR LIFT IN RAISED POSITION 4'-3"8'-3"1"2"6"2"1"1"2"7'-8 1/2"2"1/2"7'-11 1/2"PAINTED GWB BEHIND TOWER 1/2" STONE FLOORING 1"2"1'-6"1"2"1'-4"2"1"2"1'-8 1/2"2"1"2"1'-9"2"1" 2L34 STG STONE SADDLE FOR CONTINUOUS FLOOR SURFACE FROM LIFT LL1 20' - 2" F PORCELAIN TILE FLOORING TO TURN UP AT BASE OF STEP, 3 SIDES MONOLITHIC STONE TREAD 4 1/2"4"EXISTING CONCRETE FLOOR L4 16' - 3" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A611 Stair 4A & 4B Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 6" = 1'-0"A611 2 Typical H.Rail Details 1/4" = 1'-0"A611 8 Section Detail - Lower Level 1 3/4" = 1'-0"A611 1 Stair 4A Section (North) 3/4" = 1'-0"A611 3 Stair 4A Section Detail (South) 1/2" = 1'-0"A611 4 Stair 4A - Enlarged Plan 1/2" = 1'-0"A611 5 Step 4B - Enlarged Plan 3/4" = 1'-0"A611 9 Stair 4A Section (South) 3/4" = 1'-0"A611 7 Step 4B Section No. Date Revision UP DN UP DN UP 4.2 5.0 F G 2 A613 1 A613 A302 2 CW1.2 CW1.3 CW1.1 1'-0" F.1 F.2 2" 6'-0" LANDING 1'-3" PAINTED ALUMINUM DOWNSPOUT SECURED TO CURTAIN WALL 1" BUILDING EXPANSION JOINT AT CW JAMB, TYP. INTERIOR & EXTERIOR EXIST. MASONRY VENEER TO REMAIN 7 1/2" ALUM. FRAMED CURTAIN WALL SYSTEM PTD STL STRINGER, SEE STRUCT. DWGS STONE TILE LANDING.12'-1" LANDINGLINEAR BAR GRILLE AT PERIMETER OF OPENING BTWN STRINGER & CURTAIN WALL. LANDING AT LL2 TO LL1 ONLY 12'-9" CLEARTYPICAL STAIR RUN ABOVE (DASHED) STAIR RUN FROM LL2 STRINGER4"MONOLITHIC STONE TREAD5'-4"1'-5"MONOLITHIC STONE TREAD5'-4"STRINGER4"PTD STL POST. ALIGN WITH MULLION. SEE STRUCT. DWGS 3.1 4.9 10'-2" 9'-10" TO EDGE OF SLAB EDGE OF EXISTING CONCRETE SLAB AT FLOOR LEVEL SEE FINISH PLAN FOR SCHEDULED FLOOR FINISH RECESSED FCU BTWN LL1 & LL2 OPEN TO BELOW 5'-4"2'-3" 10'-2" 2'-3" A612 9 A612 8 GLASS DRAFT CURTAIN ABOVE, SEE RCP 5.1 4.0 1'-1"K.5 4.2 5.0 F G 2 A613 1 A613 CW1.2 EXIST. MASONRY WALL TO REMAIN BELOW STAIR LANDING STAIR 2 2L0002 GLASS DRAFT CURTAIN ABOVE F.1 F.2 PAINTED ALUMINUM DOWNSPOUT SECURED TO CURTAIN WALL 7 1/2" ALUM. FRAMED CURTAIN WALL SYSTEM WITH INSULATED GLAZING EXIST. MASONRY VENEER TO REMAIN FULL HEIGHT OF BUILDING INSULATED METAL PANEL. SEE CURTAIN WALL ELEVATIONS CW1.1 CW1.3 P2 A612 8 P2 BRONZE HANDRAIL ON PTD STL WALL BRACKETS & END POSTS PTD MTL PAN STAIR W/ MONOLITHIC STONE TREADS. PORCELAIN TILE AS ALTERNATE ALIGN INSULATED METAL PANEL SOFFIT BEYOND A612 9 2L35 IDF 2L35 LII BULLETIN OFFICE 2L37 STEEL COLUMN & CONCRETE SLAB INFILL, SEE STRUCT. DWGS INFILL OPENING AT EXISTING WINDOW. ADJACENT WALL TO REMAIN TO HEIGHT OF NEW SOFFIT ENCLOSED SPACE BETWEEN SOFFIT & LOWEST LANDING. PROVIDE PATHWAY FOR AIR CIRCULATION FROM INTERIOR1 A614 3.1 4.9 5'-4" 10'-2" P2 PTD GWB ON MTL FRAMING TO UNDERSIDE OF STRINGER, TYP. AT STAIR RUNS FROM LL2 TO LL1 RETURN HANDRAIL TO WALL P2 CONCRETE SLAB INFILL AT BASE OF STAIR. SEE STRUCT. DWGS 5.1 4.0 K.5 4.2 5.0 F G A302 2 12'-9" CLEARWD FRAMED STOREFRONT F.1 F.2 PAINTED ALUMINUM DOWNSPOUT SECURED TO CURTAIN WALL CONT. PTD STL GUARDRAIL AT TOP LEVEL STONE TILE LANDING. PTD STL POST. ALIGN WITH MULLION. SEE STRUCT. DWGS 3.1 4.9 6'-0" 5'-4" 10'-2" 9'-10" TO EDGE OF SLAB EDGE OF EXISTING CONCRETE SLAB AT FLOOR LEVEL SEE FINISH PLAN FOR SCHEDULED FLOOR FINISH VERTICAL RECESSED FCU AT LEVEL 28"MONOLITHIC STONE TREAD4'-10"1'-9"MONOLITHIC STONE TREAD4'-10"8"OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 4'-10"MONOLITHIC STONE TREADS. PORCELAIN TILE AS ALTERNATE. BRONZE HANDRAIL 1'-1"W8.1 20046 A612 9 A612 8 5.1 4.0 K.5 BRONZE HANDRAIL ON PTD STL ENDPOST & BRACKETS RETURN STRINGER TO FACE OF ADJACENT PARTITION DN 1/2" X 2" PTD STL GUARDRAIL. WELD 1/2" X 2" VERTICAL END POST TO STRINGER BELOW SEE FINISH PLAN FOR FLOOR FINISH PTD STL GUARDRAIL MONOLITHIC STONE TREAD. PORCELAIN TILE AS ALTERNATE EDGE OF EXIST. SLAB TO REMAIN PARTITION, SEE PLAN RETURN GUARDRAIL TO FACE OF ADJACENT PARTITION 4.9 CONTINUOUS 3/8" STL PLATE AT SLAB EDGE. SEE STRUCT. DWGS 4"11" TYP. TREAD 1'-2" TREAD LEVEL WITH FLOOR 2"1" NOSING, TYP. AT TOP OF STAIR 1'-0" HANDRAIL EXTENSION 2"2"2"2"STRINGER4"4'-10"STRINGER4"GAP4"3 3/8" PTD STL STRINGER 4.2 F 1 A613 F.1 EXISTING WINDOW UNIT ALUM. FRAMED CURTAIN WALL SYSTEM W/ INSULATED GLAZING PTD GUARDRAIL ARCHITECTURAL GRILLE ABOVE FTC AT LOWEST LANDING. CENTER GRILLE IN BAY, TYP. PROTECT EXISTING STRUCTURE TO REMAIN. SEE STRUCT. DWGS STL STRINGER STL CURTAIN WALL SUPPORT ANGLES AT VERTICAL MULLIONS SECURED TO STRINGER / FRAMING AT LANDING. CONCEAL BELOW GWB AT LOWEST LANDING. COORD. WITH PIPING FOR FTC UNITS REMOVE EXIST. STONE VENEER FOR ANCHORING TO EXISTING STRUCTURE HORIZ. MULLION CAP EXTENSION BEYOND 3/4" PT PLY WITH AIR & VAPOR BARRIER INSTALLED AT CUT LINE OF EXIST. MASONRY. SECURE TO EXIST. MASONRY BACKUP WALL EXPANSION JOINT AT FULL HEIGHT INTERIOR & EXTERIOR OF CW JAMB, TYP. B.O.D: COLORSEAL BY EMSEAL PAINTED ALUMINUM DOWNSPOUT SECURED TO CURTAIN WALL 2"STORM WINDOW - SEE 4/A811 FOR JAMB DETAIL MASONRY TO REMAIN REMOVE MASONRY 3.1 WINDOW SILL 4.0 PTD GWB ON CFMF AT LOWEST LANDING ONLY 3'-4" 2'-0" 11" 1'-1" SPRINKLER PIPE RISER & RUN TO UNDERSIDE OF LANDING AT LOWER LEVEL 1 ONLY2'-3"8 1/2"1'-7 1/2" PTD STL POST, SEE STRUCT DWGS RE-ANCHOR MASONRY PROVIDE NEW BLOCK BACK UP 4.2 G F.O. EXIST. MASONRY VENEER TO REMAIN EXISTING MASONRY BACKUP WALL TO REMAIN ALUM. FRAMED CURTAIN WALL STAIR LANDING EXPANSION JOINT AT FULL HEIGHT OF INTERIOR & EXTERIOR OF CW JAMB, TYP. B.O.D: COLORSEAL BY EMSEAL MULLION CAP EXTENSION BELOW. SEE CURTAIN WALL ELEVATIONS EXISTING MASONRY REMOVAL 1'-5" 1/2" 1/2" EXISTING MASONRY TO REMAIN PTD STL STRINGER, SEE STRUCT. PTD STL GUARDRAIL BACKER ROD & SEALANT BTWN EXIST MASONRY TO REMAIN & NEW FINISHES PTD GWB STL COL. SEE STRUCT. DWGS EXIST COL TO REMAIN SPRAY-FOAM INSULATION. SEE PLAN FOR LOCATIONS PT PLY WITH EXTERIOR LAYER FLUID-APPLIED WATER BARRIER INTERIOR EXTERIOR SPRINKLER PIPE RISER & RUN TO UNDERSIDE OF LANDING AT LOWER LEVEL 1 ONLY 4.0 CLEAN MASONRY RE-ANCHOR MASONRY PROVIDE NEW BLOCK BACK UP 4.2 F G 1 A613 F.1 F.2 1" EXPANSION JOINT BTWN PANEL & EXIST. MASONRY 1/2" EXPANSION JT BTWN PANEL & NEW PARTITION. ALIGN PANEL JOINTS W/ WEST CURTAIN WALL MULLIONS 1 A614 ALUM. FACED INSULATED MTL PANEL SOFFIT SUPPORTED BY CFMF EXISTING MASONRY WALL BELOW SOFFIT EQEQEQEQ7 1/2" ALUM. FRAMED CURTAIN WALL SYSTEM PAINTED ALUMINUM DOWNSPOUT SECURED TO CURTAIN WALL INTERIOREXTERIOR2'-3"10'-2"2'-3"VIF 2'-0" 3.1 4.0 K.5 4.2 F G F.1 F.2 1/2" JT2" GAP A A C C A AEQ.EQ.EQ.EQ.PERIMETER FASCIA PANEL PTD STL STRINGER LIGHT FIXTURE ATTACHED TO BENT PLATE, SHOWN DASHED SUSPENDED PERFORATED METAL CLG PANELS COORDINATE CEILING PANEL LENGTH TO CONCEAL MTL DECK ABOVE, TYP. F E D F B B PTD STL BEAM, SEE STRUCT. DWGS 5 A614 PTD STL POST 3.1 SPRINKLER PIPE RISER & RUN TO UNDERSIDE OF LANDING BTWN LL2 & LL1 ONLY 4.0 4.2 F G 2 A613 1 A613 A302 2 F.1 F.2 3.1 CAP END OF EXIST. GUTTER TO REMAIN WHERE CUT EXIST. GUTTER TO REMAIN PAINTED ALUMINUM DOWNSPOUT WITH HEAT TRACE SECURED TO CURTAIN WALL INTEGRATED GUTTER IN STANDING SEAM ROOF STANDING SEAM ROOFING RWL WITH HEAT TRACE FROM HIGH ROOF TO STANDING SEAM ROOF MULLION CAP OF ALUM CW SYSTEM BEYOND EXIST. HIGH ROOF 4.0 2'-3"10'-2"2'-3"SNOW ICE GUARD K.5 4.2 5.0 F G 2 A613 1 A613 F.1 F.2 3.1 4.9 5.1 4.0 EDGE OF EXISTING CONCRETE SLAB AT FLOOR LEVEL 6'-6 1/2"2'-3"10'-2"2'-3"STL POST, SEE STRUCT. DWGS 3'-0"STAIR 2 G0002 SPD ASST. DEAN G33 CONF. ROOM G39 12'-9" CLEAROPEN 5'-4" 10'-2" 1'-0" 9'-10" TO EDGE OF SLAB 1'-0" 1'-0"1'-0" SEE FINISH PLAN FOR SCHEDULED FLOOR FINISH8"MONOLITHIC STONE TREAD4'-10"1'-9"MONOLITHIC STONE TREAD4'-10"8"6'-0" OPEN TO BELOW OPEN TO BELOW MONOLITHIC STONE TREADS. PORCELAIN TILE AS ALTERNATE.TYP1'-8"TYP3'-2"GLASS DRAFT CURTAIN ABOVE, SEE RCP PTD STL POST. ALIGN WITH MULLION. SEE STRUCT. DWGS (3) FTC UNITS WALL-MTD TO SIDE OF STRINGER, TYP K.5 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A612 Stair 2 Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A612 3 Enlarged Plan - Stair 2 LL1 1/4" = 1'-0"A612 4 Enlarged Plan - Stair 2 LL2 1/4" = 1'-0"A612 5 Enlarged Plan - Stair 2 Level 2 1 1/2" = 1'-0"A612 6 Plan Detail - Typical Stair 2 Top Tread 1" = 1'-0"A612 8 Typical Enlarged Plan - Stair 2 North Wall Jamb 1 1/2" = 1'-0"A612 9 Typical Enlarged Plan - Stair 2 South Wall Jamb 1/4" = 1'-0"A612 1 RCP - Stair 2 Exterior Soffit 1/4" = 1'-0"A612 7 RCP - Stair 2 Landing 1/4" = 1'-0"A612 10 Enlarged Plan - Stair 2 Roof 1/4" = 1'-0"A612 11 Enlarged Plan - Stair 2 LL1 to Ground Level & Ground Level to Level 1 No. Date Revision LL2 10' - 1" 4.2 LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" STAIR 2 L0002 STAIR 2 G0002 STAIR 2 10002 STAIR 2 20002 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" A411 3 A614 4 A614 1 GLASS DRAFT CURTAIN AT EACH LEVEL OF OPEN STAIR PAINTED CURTAIN WALL ANCHOR CLIP AS REQUIRED BY CW MFR PAINTED CURTAIN WALL ANCHOR CLIP AS REQUIRED BY CW MFR EXISTING MASONRY WALLS TO REMAIN EXISTING GRADE TO REMAIN INSULATED METAL PANEL SOFFIT 3'-8"IDF 2L35 EXISTING MASONRY AT INTERIOR FACE OF BUILDING ENVELOPE, BEYOND EXPANSION JT BTWN EXIST. MASONRY & CURTAIN WALL BEYOND SALVAGED MASONRY INFILL AT EXISTING WDW OPENING. MATCH ADJACENT COURSING 3.1 WALL-MTD FCU, SEE MEP DWGS. MAINTAIN CLEARANCE AT ACCESS PANEL. RECESSED FCU OPP SIDE, SEE MEP DWGS. MAINTAIN CLEARANCE AT ACCESS PANEL. 4.9 5'-4"10'-2"7'-0" CLEAR, TYP.6'-8" CLEAR9'-10" TO EDGE OF SLAB, TYP. STL COLUMN BEYOND - SEE STRUCT. DWGS GRADE BEAM BYND. SEE STRUCT. DWGSPANEL10" B.O.NEW RAIN WATER LEADER WITH HEAT TRACE FROM EXISTING SCUPPER TO STANDING SEAM ROOF EXISTING SCUPPER PREFORMED METAL GUTTER W/ INTERNAL SLOPE PANEL10" B.O.THICKENED SLAB AT BASE OF STAIR BEYOND. SEE STRUCT DWGSMAINTAIN 7'-0" MIN.BLANK-OFF PANEL AT EXISTING LOUVER SPRINKLER PIPE FROM LEVEL G CEILING CONCEALED WITHIN PARTITION (OPPOSITE SIDE). PENETRATE WALL AT UNDERSIDE OF LANDING. SEE FP DWGS FOR COORDINATION A614 9 5.1 4.0 A614 10 LINE OF STONE VENEER REMOVAL STEPS BACK AT SOFFIT A614 10 A614 10 A614 11 L3 0" L4 16' - 3" LL3 0" LL2 10' - 1" LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" F GF.5 2 A613 A411 4 F.1 F.2 STONE TREADS & LANDINGS. CW1.3 STANDING SEAM ROOFING SYSTEM ON STL FRAMING. SEE STRUCT. DWGS PAINTED CURTAIN WALL ANCHOR CLIP PAINTED CURTAIN WALL ANCHOR CLIP FTC MOUNTED TO STRINGER, TYP EA. LANDING. SEE MEP DWGS EXISTING WINDOW UNITS TO REMAIN RELOCATED DOWNSPOUT INSULATED METAL PANEL SOFFIT 1 A614 CW1.1 GWB CEILING POCKET AT CURTAIN WALL HEAD SALVAGED MASONRY INFILL AT EXISTING WINDOW OPENING. MATCH ADJACENT COURSING 1'-0" MIN.4'-0"2'-9"6'-5" VIF3'-8" VIFEXISTING LOUVERS WITH BLANK OFF PANELS 8'-0"9'-0"PAINTED CURTAIN WALL ANCHOR CLIP 9 A614 7 A614 K.5 L3 0" L4 16' - 3" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A613 Stair 2 Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A613 2 West Stair - East-West Section 1/4" = 1'-0"A613 1 West Stair - North-South Section No. Date Revision 4.2 1/2" X 2" PTD STL GUARDRAIL W/ 3/4" SQ PTD STL PICKETS @ 4" O.C. INSULATED METAL PANEL SECURED TO PLY PT PLY WITH EXTERIOR FLUID- APPLIED WATER BARRIER 6" CFMF SOFFIT FRAMING 7 1/2" ALUMINUM CURTAIN WALL SYSTEM INSULATED METAL SPANDREL PANEL INSULATED GLAZING UNIT MTL FRAMING WITH 4" MIN. BATT INSULATION PT PLY SECURED TO MTL FRAMING STAIR TREADS PTD STL STRINGER. SEE STRUCT. DWGS CONTINUOUS ALUM. BAR GRILLE SECURE PERIMETER TO FRAMING BELOW. PROVIDE MATCHING ALUMINUM PLATE AROUND COLUMNS & CORNERS 1/2" MONOLITHIC STONE TILE ON THINSET GROUT BED SLAB ON DECK. SEE STRUCT. DWGS ALIGN FIN TUBE CONVECTOR, SEE MEP DWGS CAULK JOINT AT PERIMETER OF INSULATED METAL PANEL ALIGN PTD STL POST BEYOND, SEE STRUCT. DWGS MAINTAIN CLEARANCE FOR AIR FLOW BELOW CONVECTOR 1'-0" MTL FRAMING W 6" MIN INSULATION WITH PT PLY WITH AIR VAPOR BARRIER CLOSED RISER AT ALL LOCATIONS BELOW LOWER LEVEL 1 2'-0"2' - 9" A.F.F. (E) WINDOW SILL 3' - 9" A.F.F. CW SILL 1'-0"3.1 EXIST. CONSTRUCTION OR INFILL AT WINDOW OPENING. SEE ELEVATION STL FRAMING, SEE STRUCT. DWGS. PAINT WHERE EXPOSED EXISTING MASONRY TO REMAIN OR CMU BACKUP WALL INFILL AT WINDOW OPENING EXISTING MASONRY TO REMAIN OR INFILL EXIST. WINDOW OPENING TO MATCH SURROUNDING COURSING. SEE ELEV. FOR OPENING LOCATION EXISTING STONE VENEER TO REMAIN OR INFILL WITH EXISTING STONE VENEER AT WINDOW OPENING 2" EXPANSION JOINT AT PERIMETER OF SOFFIT. B.O.D: COLORSEAL BY EMSEAL 4.0 1/4" 6"6" PROVIDE ROUTE FOR CIRCULATING AIR TO ENTER CAVITY AS MAKEUP AIR TO TUBE CONVECTOR L4 16' - 3" PTD STL RISER (BEYOND) 2"1'-0" 2" 2" X 1/2" PTD STL MAIN PICKETS @ 48" O.C. 2" X 1/4" LOWER RAIL 1/2" SQ. PTD STL PICKETS @ 4" O.C. BEYOND, SHOWN DASHED BRONZE HANDRAIL (B.O.D. JULIUS BLUM 4562) ON CONT. PTD 3/4" SQ CHANNEL SECURED TO POSTS PTD STL. POSTS WELDED TO MAIN PICKETS @ 48" OC. 1 3/4" MONOLITHIC STONE TILE TREAD ON THINSET GROUT BED CONCRETE TREAD BENT STL PLATE TREAD PTD BENT STL TREAD ANGLE SUPPORT PTD STL HSS STRINGER, SEE STRUCT. DWGS2 1/2"4.2 LEVEL G 30' - 3" PORCELAIN TILE AT EXISTING CONCRETE SLAB 1/2" X 2" PTD STL HANDRAIL BRACKET SECURED TO PTD STL 1/2" X 2" MAIN PICKET 1/2" X 2" PTD STL GUARDRAIL W/ 3/4" SQ PTD STL PICKETS @ 4" O.C. MONOLITHIC STONE TILE & THINSET GROUT BED ON CONCRETE & MTL DECK. SEE STRUCT DWGS STAIR TREADS, SEE STRUCT. DWGS. MAIN PICKETS @ 3'-0" O.C. CONTINUOUS TO BOTTOM OF STRINGER (SHOWN DASHED) CURTAIN WALL ANCHOR CLIP, SEE STRUCT. DWGS A614 5 PERFORATED METAL CEILING PANEL SYSTEM. COORDINATE WITH EXTENT OF DECK TO COVER ENTIRE UNDERSIDE CURTAIN WALL PTD STL GUARDRAIL RADIATOR MTD TO FACE OF STRINGER. SEE MEP DWGS. 3.14.9 OPEN RISERS AT ALL LOCATIONS ABOVE LL2 4.0 A614 10 4.2 PERFORATED SUSPENDED METAL CEILING SYSTEM. FINISH TO MATCH STEEL STRINGERS CONCRETE ON MTL DECK, SEE STRUCT. MONOLITHIC STONE TILE LANDING ON THINSET GROUT BED EDGE TRIM, FINISH TO MATCH METAL CEILING PTD STL STRINGER 2"PTD STL BEAMS, SEE STRUCT. DWGS 1/2"2"LED LIGHT FIXTURE SECURED TO BENT PLATE PTD STL SLAB EDGE WHERE EDGE OF LANDING EXPOSED CURTAIN WALL ANCHOR CLIP. SEE STRUCT. DWGS FTC SECURED TO FACE OF STRINGER, SEE MEP DWGS. COORD. WITH CURTAIN WALL ANCHOR CLIPS 3.14.0 1/4" 4.2 5.0 F G 2 A613 1 A613 F.1 F.2 3.1 4.9 LL1 - L2 LL2 - LL1 9 A614 2 A614 7 A614 5 A614 1 A614 LL2 - LL1 5.1 4.0 K.5 LEVEL G 30' - 3" 4.9 STEEL BEAM - SEE STRUCT. DWGS PTD. 3/8" STEEL PLATE - SEE STRUCT. DWGS PTD. GWB CEILING ON 2 1/2" METAL STUDS - SEE RCP PTD STEEL STRINGER BEYOND - SEE STRUCT. DWGS NON-SHRINK GROUT 1'-6"4" 1/2" TEMPERED GLASS SMOKE DRAFT CURTAIN WITH ALUM. HOUSING. SEE RCP FOR LOCATIONS EQEQ HANDRAIL END POST SECURED TO EXISTING SLAB BELOW EXISTING CONCRETE SLAB 3/4" SQ. PICKETS @ 4" O.C. PTD STL GUARDRAIL MAIN 1/2" X 2" PICKETS @ 48" O.C. SECURED TO SIDE OF STRINGER PTD STL 2" X 1/2" LOWER RAIL MONOLITHIC STONE TREAD WITH 1/4" OVERHANG SET ON GROUT BED 1/4" MIN STRUCTURAL PAN, SEE STRUCT. DWGS CONCEALED STL SETTING ANGLE WELDED TO STRINGER AND STL TREAD SECURE SMOKE DRAFT CURTAIN TO STRUCTURE. COORD. W STRUCT. DWGS PORCELAIN TILE FLOOR ON THINSET MORTAR, STONE FLOORING ALTERNATE ALIGN ALIGN GWB & STL OPEN RISERS AT ALL LOCATIONS ABOVE LL2 LEVEL 1, SIM LEVEL 2, SIM STAINLESS STEEL ANCHOR BOLTS FIELD WELDED TO STRUCTURAL PAN 1/4" 9" MIN. 4.9 STEEL BEAM - SEE STRUCT. DWGS PTD. 3/8" STEEL PLATE - SEE STRUCT. DWGS STEEL STRINGER BEYOND - SEE STRUCT. DWGS. NON-SHRINK GROUT 4" HANDRAIL END POST SECURED TO EXISTING SLAB BELOW EXISTING CONCRETE SLAB 3/4" SQ. PICKETS @ 4" O.C. PTD STL GUARDRAIL MAIN 1/2" X 2" PICKETS @ 48" O.C. SECURED TO SIDE OF STRINGER PTD STL 2" X 1/2" LOWER RAIL MONOLITHIC STONE TREAD WITH 1/4" OVERHANG SET ON GROUT BED METAL PAN STAIR TREAD CONCEALED STL SETTING ANGLE WELDED TO STRINGER AND STL TREAD PORCELAIN TILE FLOOR ON THINSET MORTAR, STONE FLOORING ALTERNATE ALIGN 20' - 2" LL1 PTD GWB ON MTL FRAMING SECURED TO STRINGERS. ALIGN FRAMING TO UNDERSIDE OF STRINGER PTD GWB PARTITION TO UNDERSIDE OF STRINGER / STRUCTURE BEYOND IDF 2L55 PTD METAL PAN CLOSED RISERS FROM LL2 TO LL1 STAINLESS STEEL ANCHOR BOLTS FIELD WELDED TO STRUCTURAL PAN 1/4" 1/4" 4.2 PTD STL STRINGER RUN UP BEYOND PTD STL GUARDRAIL & PICKETS PTD STL STRINGER. DOWN RUN SUSPENDED CEILING SYSTEM PAINTED STL FRAMING. SEE STRUCT. DWGS CONCRETE ON MTL DECK, SEE STRUCT. PORCELAIN TILE LANDING ON THINSET GROUT BED PTD STL STRINGER BETWEEN STAIR RUNS SHOWN DASHED STAIR TREAD ALIGN MONOLITHIC STONE TREAD AT LEVEL OF LANDING 4.2 OPENING BTWN CENTRAL STRINGERS PTD STL STRINGER BEYOND PTD STL GUARDRAIL & PICKETS PTD STL STRINGER. SEE STRUCT. DWGS SUSPENDED CEILING SYSTEM PAINTED STL FRAMING. SEE STRUCT. DWGS CONCRETE ON MTL DECK, SEE STRUCT. MONOLITHIC STONE TILE LANDING ON THINSET GROUT BED ALIGN 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A614 Stair 2 Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1" = 1'-0"A614 1 Section at Stair 2 Soffit and Lower Landing 1" = 1'-0"A614 2 North-South Section Through Typ. Stair 2 Tread 1/2" = 1'-0"A614 4 Callout of West Stair - East-West Section 1 1/2" = 1'-0"A614 5 Section Detail - Ceiling Panel & Light Fixture 1/4" = 1'-0"A614 8 Stair 2 Detail Key Plan 1 1/2" = 1'-0"A614 10 Stair Detail at Slab Edge - Monolithic Stone Tread 1 1/2" = 1'-0"A614 11 Stair Detail at Slab Edge - LL2 To LL1 - Monolithic Stone Tread 1 1/2" = 1'-0"A614 7 Stair Detail at Landing & Down Stair Run 1 1/2" = 1'-0"A614 9 Stair Detail at Landing & Opening No. Date Revision STUDENT GROUP SPACE 3L583L58E3L58G 3L58H 3L58J PT-1 PTD GWB7' - 6"STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58G STUDENT OFFICER 3L58C3L58 PT-1 PT-1 HM FRAME W/ WOOD VENEER & GLASS LITE WOOD BASE PT-1 PT GWB COLUMN ENCLOSURE FCU, SEE MEP DWGS STUDENT GROUP SPACE 3L583L58A3L58B 3L58C 3L58D7' - 6"PTD GWB PT-1 STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58D STUDENT OFFICER 3L58E MANUAL ROLLER SHADE (TYP)8'-3"8'-0"7'-6"8'-3"LAW REVIEW READING ROOM 2L58 ELEVATOR VESTIBULE 2L0041 VIF 13'-0"7'-0"BOOK STORAGE UNITS SEE A712 EM CL 3'-0 1/4"PTD GWB BOOK STORAGE UNIT BOOK STORAGE UNIT JLPP READING ROOM 2L46 VIF 7'-6"2'-6"TYPICAL HT AT ALL READING ROOMS PTD GWB SOFFIT, TYP AT BOOK STORAGE UNITS BOOK STORAGE UNIT, SEE A712 EDITORS 2L58C HM FRAME WITH WOOD TRIM WOOD BASE PTD GWB SOFFIT EDITORS 2L58C PAINTED GWB WOOD BASE EDITORS 2L58C PAINTED GWB WOOD BASE FCUWOOD BASE 8'-0"PAINTED GWB ILJ READING ROOM 2L30 2L30 CORRIDOR 2L0040 OFFICE 2L30C ILJ READING ROOM 2L30 2L0048 MARKER BOARD CORRIDOR 2L0040 SHARED OFFICE 2L30A RAMP TO EGRESS DOOR ILJ READING ROOM 2L30 2L30C 2'-6"2L30A 2L30B WOOD BASE HM FRAME WITH WOOD TRIM VESTIBULE 3L0041 3L0041-B RATED DOOR, SEE SCHED. E012 PAINT EXISTING WALL + TRIM 3L0001 2'-3"NEW INFILL PARTITION FEC FCU 7' - 6"E015 4' - 0"REVISE TO CONFORM WITH ANSI ICC A117.1-2009 "TACTILE CHARACTERS MUST BE BETWEEN 48" - 60" ABOVE THE FLOOR" PLAN DIAGRAM SIGNAGE AT LL3, LL2, LL1, G, L1 AND L23'-6"A712 2 VESTIBULE 3L0041 5' - 0"EQ.EQ. 3L58 GLASS DRAFT CURTAIN PTD GWB WOOD BASE7'-0" 6" STAIR 2 BEYOND 2L392L372L35 RETURN HAND RAIL TO WALL 2L0021 2L0069 2L0067 2L0022 WOOD BASE PTD GWB PTD GWB SOFFIT WATER FOUNTAIN2'-3"2L34 FEC ILJ READING ROOM 2L30 BOOK STORAGE UNITS 7'-0" SOFFIT ABOVE BOOKSHELVES 3L0041-B 3L0041-A E010 EM 5' - 0"NEW PT AT EXISTINGP1A 7' - 6"2' - 6"3' - 6"EQ.EQ.EQ. 4' - 4" CL P3A P1A CL 3' - 0"SURFACE MOUNTEDFAAP 8' - 0"GENERAL ELEVATION NOTES: 1. PT-1 TYPICAL AT ALL PARTITIONS U.O.N. 2. 4" WOOD BASE TYPICAL ALL PARTITIONS U.O.N. 3. OPERABLE STORM WINDOWS AT ALL EXISTING WINDOWS ON LL3, LL2, LL1, AND PORTION OF GROUND FLOOR 4. GLASS SIDELITES TO INCLUDE 48" HIGH TRANSLUCENT FILM. ILJ READING ROOM 2L30 PTD GWB SOFFIT BUILT-IN MILLWORK BOOKSHELVES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A701 Interior Elevations - LL3 & LL2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A701 1.1 Room 3L80 -North Elevation 1/4" = 1'-0"A701 1.2 Room 3L80 -East Elevation 1/4" = 1'-0"A701 1.3 Room 3L80 -South Elevation 1/4" = 1'-0"A701 1.4 Room 3L80 -West Elevation 1/4" = 1'-0"A701 3.1 Lower Level 2 West - North Elevation 1/4" = 1'-0"A701 4.1 LL2 - Typical Office Elevation 1 1/4" = 1'-0"A701 4.2 LL2 - Typical Office Elevation 2 1/4" = 1'-0"A701 4.3 LL2 - Typical Office Elevation 3 1/4" = 1'-0"A701 4.4 LL2 - Typical Office Elevation 4 1/4" = 1'-0"A701 5.1 LL2 Reading Room - Elevation 1 1/4" = 1'-0"A701 5.3 LL2 Reading Room - Elevation 3 1/4" = 1'-0"A701 5.4 LL2 Reading Room - Elevation 4 LOWER LEVEL 3 INTERIOR ELEVATIONS LOWER LEVEL 2 INTERIOR ELEVATIONS 1/4" = 1'-0"A701 2.1 LL3 Vestibule - South Elevation 1/4" = 1'-0"A701 2.2 LL3 Vestibule - West Elevation 1/4" = 1'-0"A701 1 LL2 N-S Corridor - West 1/4" = 1'-0"A701 2 LL2 N-S Corridor - East 1/4" = 1'-0"A701 3 LL3 Vestibule - North Elevation 1/4" = 1'-0"A701 4 LL2 Reading Room - Elevation 2 No. Date Revision L56L58 L54 L52WP-1 WP-1AED L468' - 0"7' - 6"L44 L42 L0021 L0069 L0067 L0022 L0023 L306'-8"4"7'-0"WOOD VENEER PANELS ON Z-CLIPS WOOD BASE TO MATCH VENEER PANELS PTD GWBDRINKING FOUNTAIN STAIR & RELOCATED WHEELCHAIR LIFT BEYOND WOOD FRAME AT OPENING GLASS DRAFT CURTAIN BEYOND L29 L31 L33 L46A PTD GWB WOOD BASE STAIR 2 BEYOND WOOD FRAMED STOREFRONT L39 CORRIDOR L0041 WOOD FCU ENCLOSURE7'-6"7'-2"ELEV.L53 L55 L57 FEC L0001 CORRIDOR L0041 REVISE TO CONFORM WITH ANSI ICC A117.1-2009 "TACTILE CHARACTERS MUST BE BETWEEN 48" - 60" ABOVE THE FLOOR" PLAN DIAGRAM SIGNAGE AT LL3, LL2, LL1, G, L1 AND L2 A712 2CORRIDOR L0041 PAINT EXISTING WALL + TRIM WD BASE PTD GWB CONFERENCE L39 SEE AV AND E DRAWINGS FOR EQUIPMENT HM FRAME W/ WOOD TRIM & GLASS LITES L39 2'-6"RECESSED MANUAL SHADE PTD GWB WOOD BASE OPERABLE STORM WINDOW CONFERENCE L39 FCU, SEE MEP DWGS GENERAL ELEVATION NOTES: 1. PT-1 TYPICAL AT ALL PARTITIONS U.O.N. 2. 4" WOOD BASE TYPICAL ALL PARTITIONS U.O.N. 3. OPERABLE STORM WINDOWS AT ALL EXISTING WINDOWS ON LL3, LL2, LL1, AND PORTION OF GROUND FLOOR 4. GLASS SIDELITES TO INCLUDE 48" HIGH TRANSLUCENT FILM. REVISE TO CONFORM WITH ANSI ICC A117.1-2009 "TACTILE CHARACTERS MUST BE BETWEEN 48" - 60" ABOVE THE FLOOR" PLAN DIAGRAM SIGNAGE AT LL3, LL2, LL1, G, L1 AND L2 2L0001 FEC 7'-6"ELEVATOR VESTIBULE 2L0041 CORRIDOR 2L0040 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A702 Interior Elevations - LL2 & LL1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A702 2.1 LL1 North Corridor - North Elevation 1/4" = 1'-0"A702 3.1 LL1 West Corridor - East Elevation 1/4" = 1'-0"A702 3.2 LL1 West Corridor - West Elevation 1/4" = 1'-0"A702 2.2 LL1 North Corridor - South Elevation 1/4" = 1'-0"A702 1.1 Typ Conference Room Elevation North 1/4" = 1'-0"A702 1.2 Typ Conference Room Elevation East 1/4" = 1'-0"A702 1.3 Typ Conference Room Elevation South 1/4" = 1'-0"A702 1.4 Typ Conference Room Elevation West 1/4" = 1'-0"A702 1 Elevation 4 - c LOWER LEVEL 2 INTERIOR ELEVATIONS LOWER LEVEL 1 INTERIOR ELEVATIONS No. Date Revision CONCRETE STEP WITH STONE TREAD AND RISER WOOD VENEER PANELS W/ INTEGRAL REVEALS ON Z-CLIPS WOOD BASE TO MATCH VENEER PANELS MILLWORK COUNTER-HEIGHT TABLES W/ WATERFALL EDGE. FINISH TO MATCH VENEER PANELS PAINT EXIST. DOOR AND TRIM 2'-6" 2'-6" 3'-0" EXIST. DOOR TO STAIR 3 DINING L25 7'-0"REMOVE EXISTING NON-FUNCTIONING WALL-MOUNTED LOUVER. SEE MEP FOR LOCATION. INFILL OPENING WITH 2HR RATED SHAFTWALL CONSTRUCTION P7 WALL-MOUNTED RETURN AIR GRILLE AT EXISTING OPENING SEE 4/A712 5'-1"4'-1" 2'-11" 2'-1 1/2" A703 1 4 A703 3 A703 CORRIDOR LIGHTS MOUNTED AT 7'-6" A711 7 TRASH/ RECYCLING BIN MICRO PERFORATED ACOUSTIC WD VENEER PANELS QUAD OUTLETS (TYP)8'-0" 8'-0"8'-0"8'-0"2" WOOD FRAME AROUND PROFILE OF LOUVER VIF 5'-0"VIF2'-5"L28AL28B WOOD VENEER PANELS ON Z-CLIPS WOOD BASE TO MATCH VENEER PANELS PTD GWB W1.2 W1.1 PTD STL GUARDRAIL STAIR 4 - METAL PAN STAIR ON EXISTING CONCRETE SLAB WOOD FRAMED STOREFRONT SYSTEM BRONZE HANDRAIL ON PTD STL BRACKETS & END POSTS CORRIDOR L0041 POS 4' SHEET OF FILM ON GLASS 8' - 3" A.F.F. LL1 A512 6 WD VENEER PANELS TACKBOARD AT GLASS DISPLAY CASE, SLIDING GLASS DOOR WITH LOCK. EQEQEQEQ 5'-0"2'-0" 4'-0" 16 A711 GENERAL ELEVATION NOTES: 1. PT-1 TYPICAL AT ALL PARTITIONS U.O.N. 2. 4" WOOD BASE TYPICAL ALL PARTITIONS U.O.N. 3. OPERABLE STORM WINDOWS AT ALL EXISTING WINDOWS ON LL3, LL2, LL1, AND PORTION OF GROUND FLOOR 4. GLASS SIDELITES TO INCLUDE 48" HIGH TRANSLUCENT FILM. 1" 3/4" TYPE 2 VENEER PANEL W/ 2" HDWD TRIM ATTACHED W/ Z-CLIPS 4" WD BASE TO MATCH STAINED CHERRY VENEER 1" REVEAL 3' HAILEY LED WITH SATIN FINISH:AWO1-8 MOUNTED AT 7'-6" (AW01) HAILEY 225 CSS-R 18" CABLE, CUSTOM POWDER COAT Pantone color: 154 U Sherwin Williams color: SW0045 – Antiquarian Brown 9' - 0" A.F.F. GWB CEILING 3 A703 WOOD VENEER PANEL 3'-6 1/2"1"4"1"1"3'-0"2'-10 1/4"1"1'-11 1/4"1"7'-6"MICRO PERFORATED ACOUSTIC WD VENEER PANEL MICRO PERFORATED ACOUSTIC WD VENEER PANEL CEILING 3'0" LIGHT FIXTURE TYPE 2 WD VENEER PANEL ATTACHED W/ Z-CLIPS 4" BASE BOARD TO MATCH TYPE 2 VENEER BLOCKING W/ Z -CLIP ATTACHMENT 5/8" GWB MOUNTED FIXED COUNTER 4"1"8'-7"QUAD OUTLET AT 3'-8" 1'-0" CEILING TYPE 2 WD VENEER PANEL ATTACHED W/ Z-CLIPS 4" BASE BOARD TO MATCH TYPE 2 VENEER BLOCKING W/ Z -CLIP ATTACHMENT 5/8" GWB 5'-6" 1" 2'-5 1/4" 1" 10 3/4" AAG-100 GRILLE, ANODIC MEDIUM BRONZE FIXED COUNTER TYPE 2 WD VENEER PANEL ATTACHED W/ Z-CLIPS PAINT ALL VISIBLE SURFACES BEHIND GRILLE MATTE BLACK FINISHED CEILING TECHNOLOGY OUTLETS ELECTRICAL OUTLETS EXIT SIGN - CENTERED ABOVE DOOR HORN/ STROBE SWITCH (SINGLE & DOUBLE) RECEPTACLE @ COUNTERTOP (DINING ROOM CORRIDOR) FIRE ALARM PULL STATION RECEPTACLE (DUPLEX & QUAD) WALL PHONE OUTLET CARD READER TELE/DATA OUTLET FINISHED FLOOR DATA DROP FOR WIRELESS ROUTER OR IN CEILING 3'-8"1'-6"6'-8" BOTTOM OF STROBE3'-8"3'-8"3'-8"1'-6"4'-0"6"MARKER BOARD4' - 0"4' - 8"FIRE EXTINGUISHER CABINET (HEIGHT OF HANDLE OR OPERABLE PARTS NOT TO EXCEED 48") THERMOSTAT 3' - 0"NOTE: TYPICAL MOUNTING HEIGHTS U.O.N. REFER TO MEP DRAWINGS AND INTERIOR ELEVATIONS MARKER BOARD MARKER RAIL 3'-2" AT OFFICE DESKS/WORKSTATIONS 1'-0" 2"MATCHING HARDWOOD1" PERFORATED WD VENEER PANEL ON Z-CLIPS. PROVIDE 2" UNPERFORATED PERIMETER GWB WITH Z-CLIPS PLYWOOD REVEAL WITH MATCHING EDGEBANDING 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A703 Interior Elevations - LL1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A703 10 LL1 LOW CORRIDOR- NORTH 1/4" = 1'-0"A703 9 LL1 LOW CORRIDOR- SOUTH 1/2" = 1'-0"A703 1 LL1-HALLWAY DETAIL ELEVATION 1/2" = 1'-0"A703 3 LL1-HALLWAY SECTION 1/2" = 1'-0"A703 4 LL1-HALLWAY SECTION GRILLE 1/4" = 1'-0" Mounting Heights 6" = 1'-0"A703 2 Section Detail - Perforated Wood Panel No. Date Revision MEETING ROOM G52 EXISTING WINDOW, SEE PLAN FOR LOCATIONS PTD GWB WOOD BASE MEETING ROOM G52 MEETING ROOM G52 G52 MEETING ROOM G52 EXISTING WINDOW, SEE PLAN FOR LOCATIONS PTD GWB WOOD BASE 6 A413 4 A413 NEW DOOR AT EXISTING OPENING, SEE SCHED. PTD GWB SOFFIT BOTH SIDES OF WINDOWS, TYP AT ROOMS ADJACENT TO LOGGIA EXISTING WINDOW HEAD SHOWN DASHED, VIF FCU ENCLOSURE, SEE MEP DWGS MEETING ROOM G28R PTD GWB WOOD BASE PTD GWB SOFFIT AT WALL TO LOGGIA MEETING ROOM G28R PTD GWB WOOD BASE G28R-A PTD GWB SOFFIT BEYOND WOOD BASE PTD GWB FCU ENCLOSURE WRITER - WOOD BASE PTD GWB STORM WINDOW AT EXISTING SILL EXISTING WINDOW UNIT FCU AT WINDOW, SEE MEP DWGS ELEVATOR VESTIBULE G0041G52 G50 G46 DOOR WOOD BASE PTD GWB AT EXISTING WALL ELEVATOR VESTIBULE G0041 G0001E217 PLAN DIAGRAM SIGNAGE AT LL3, LL2, LL1, G, L1, AND L2 TYPE 13'-8"REVISE TO CONFORM WITH ANSI ICC A117.1-2009 "TACTILE CHARACTERS MUST BE BETWEEN 48" - 60" ABOVE THE FLOOR" A712 2 VESTIBULE G0040G0040ACW2.4 W2.1 G0040BW2.2 GENERAL ELEVATION NOTES: 1. PT-1 TYPICAL AT ALL PARTITIONS U.O.N. 2. 4" WOOD BASE TYPICAL ALL PARTITIONS U.O.N. 3. OPERABLE STORM WINDOWS AT ALL EXISTING WINDOWS ON LL3, LL2, LL1, AND PORTION OF GROUND FLOOR 4. GLASS SIDELITES TO INCLUDE 48" HIGH TRANSLUCENT FILM. INSTALL NEW CHERRY VALENCE AT LOCATION OF EXISTING. EXIST. LIGHT FIXTURE TO REMAIN INSTALL NEW WALL BASE TYPE B-2 AT ALL LOCATIONS OF EXISTING WITHIN ELEVATOR LOBBY 19 A704 7' - 2" VIF MILLWORK REPLACEMENT SCOPE AT LL1, GROUND LEVEL, LEVEL 1 & LEVEL 24"WAYFINDING SIGN AT GROUND, L1 AND L2 1'-8"1'-8"3'-8"A712 2 8 1/2" VIF3" VIFHARDWOOD CHERRY TRIM HARDWOOD CHERRY QUARTER-ROUND 1/2"3/4" EXISTING LIGHT FIXTURE TO REMAIN INSTALL NEW VALENCE AT ELEVATION OF EXISTING. VERIFY DIMENSIONS OF EXISTING VALENCE FOR CONSTRUCTION OF NEW MILLWORK ALIGN 3" MIN. CHERRY VENEER PLY 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A704 Interior Elevations - Ground Level 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A704 1 Ground Floor Typical Conference Room Elevations 1/4" = 1'-0"A704 5 Ground Floor Typical Meeting Room Elevations 1/4" = 1'-0"A704 9 Ground West Corridor - North Elevation 1/4" = 1'-0"A704 10 Ground West Corridor - South Elevation 1/4" = 1'-0"A704 15 Vestiuble - East Elevation 1/4" = 1'-0"A704 16 Vestibule - West Elevation 1/4" = 1'-0"A704 17 Vestibule - South Elevation 1/4" = 1'-0"A704 18 Typical Jane Foster Elevator Lobby 6" = 1'-0"A704 19 Elevator Lobby Valence Replacement No. Date Revision G28P G28S G0041-B RECEPTION ENTRY G28 STG G28A G28R-AG28N 4'-0"TRANSLUCENT FILM APPLIED TO GLASS2'-0"CORRIDOR G28CORRIDOR G0041 DRINKING FOUNTAIN G28A RECEPTION ENTRY G28 STG G28A G29G28LG28MG28KG28JG28HG28FG28GG28DG28C EXISTING STRUCTURAL BRACING BEHIND PARTITION CORRIDOR G28 GWB CASED OPENING STRUCTURAL LAMINATE CORNERS CORRIDOR G0041 TRANSLUCENT FILM APPLIED TO GLASS RECEPTION ENTRY G28 7'-6"8'-0"STORAGE 128A CAREER SERVICES RECEPTION / ADMIN. 128 STG 126J 128K 128M 128N 10044B P7 CAREER SERVICES RECEPTION / ADMIN. 128128B-A128A STORAGE 128A CAREER SERVICES RECEPTION / ADMIN. 128 129128J128H128G128E128D128C CAREER SERVICES RECEPTION / ADMIN. 128 10045 FEC WP-1 WAITING 136 STAIR 2 10002 WP-1 GLASS DRAFT CURTAIN RATED GLAZING & STOREFRONT SYSTEM WITH WD VENEER AT MULLIONS AREA OF REFUGE SIGNAGE MODIFY ELEVATION OF EXISTING ELEVATOR LANTERN 10001E169 GENERAL ELEVATION NOTES: 1. PT-1 TYPICAL AT ALL PARTITIONS U.O.N. 2. 4" WOOD BASE TYPICAL ALL PARTITIONS U.O.N. 3. OPERABLE STORM WINDOWS AT ALL EXISTING WINDOWS ON LL3, LL2, LL1, AND PORTION OF GROUND FLOOR 4. GLASS SIDELITES TO INCLUDE 48" HIGH TRANSLUCENT FILM. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A705 Interior Elevations - Ground & Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A705 5.1 Ground Floor Corridor G28- North Elevation 1/4" = 1'-0"A705 5.2 Ground Floor G28 Reception - East Elevation 1/4" = 1'-0"A705 5.3 Ground Floor Corridor G28 - South Elevation 1/4" = 1'-0"A705 5.4 Ground Floor G41 - West Elevation 1/4" = 1'-0"A705 7.1 Career Services Reception - North Elevation 1/4" = 1'-0"A705 7.2 Career Services Reception - East Elevation 1/4" = 1'-0"A705 7.3 Career Services Reception - South Elevation 1/4" = 1'-0"A705 7.4 Career Services Reception - West Elevation 1/4" = 1'-0"A705 8.1 Clinics Waiting - North Elevation 1/4" = 1'-0"A705 8.2 Clinics Waiting - East Elevation 1/4" = 1'-0"A705 8.3 Clinics Waiting - South Elevation 1/4" = 1'-0"A705 8.4 Clinics Waiting - West Elevation GROUND FLOOR INTERIOR ELEVATIONS FIRST FLOOR INTERIOR ELEVATIONS 1/4" = 1'-0"A705 10.1 Elevator Lobby 10046 - South Elevation WATER COOLER BY OWNER PROVIDE ELECTRICAL OUTLET No. Date Revision MEETING ROOM 244 MEETING ROOM 244 MEETING ROOM 244 W9.3 W9.2 6'-0"TRANSLUCENT FILM APPLIED TO GLASS MEETING ROOM 244 W9.1W9.2 6'-0"TRANSLUCENT FILM APPLIED TO GLASS 244W9.3W9.2W9.1 CORRIDOR 20048 FACULTY LOUNGE 227 CORRIDOR 20048 E310E307 E297E299 E298 E308E283 W7.2126 126B 126C WOOD FRAME AT OPENING EVENTS COORD. DEAN OF STUD. 126E RECEP / ADMIN DEAN OF STUD. 126 7'-6"128B-B 126J W7.1 EVENTS COORD. DEAN OF STUD. 126E 126F RAISED GWB CEIL AT EXISTING WINDOWS WOOD BASEWOOD VENEER PANELS ON Z-CLIPSPTD GWB WP-1 WP-1 WP-1 FTC FTC FTC FTCDRINKING FOUNTAIN CLEAN AND PAINT EXISTING WINDOWS + WINDOW TRIM (TYP.) WP-1 WP-1WP-1 8'-0"LOUNGE 127 W5.1W6.1 13213010044B 2'-0" 4'-0" GENERAL ELEVATION NOTES: 1. PT-1 TYPICAL AT ALL PARTITIONS U.O.N. 2. 4" WOOD BASE TYPICAL ALL PARTITIONS U.O.N. 3. OPERABLE STORM WINDOWS AT ALL EXISTING WINDOWS ON LL3, LL2, LL1, AND PORTION OF GROUND FLOOR 4. GLASS SIDELITES TO INCLUDE 48" HIGH TRANSLUCENT FILM. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A706 Interior Elevations -Level 1 & Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A706 1.1 Level 2 Meeting Room - North 1/4" = 1'-0"A706 1.2 Level 2 Meeting Room - East 1/4" = 1'-0"A706 1.3 Level 2 Meeting Room - South 1/4" = 1'-0"A706 1.4 Level 2 Meeting Room - West 1/4" = 1'-0"A706 2.1 Level 2 Corridor - North 1/4" = 1'-0"A706 2.2 Level 2 Corridor - East 1/4" = 1'-0"A706 3.1 Level 2 East Connection - North 1/4" = 1'-0"A706 3.2 Level 2 East Connection - East 1/4" = 1'-0"A706 3.3 Level 2 East Connection - South 1/4" = 1'-0"A706 3.4 Level 2 East Connection - West 1/4" = 1'-0"A706 5 Level 1 Dean of Students Reception - North 1/4" = 1'-0"A706 6 Level 1 Dean of Students Reception - East 1/4" = 1'-0"A706 7 Level 1 Dean of Students Reception - South 1/4" = 1'-0"A706 8 Level 1 Dean of Students Reception - West 1/4" = 1'-0"A706 1 Level 1 Corridor - North 1/4" = 1'-0"A706 2 Level 1 Corridor - South No. Date Revision 2 5/8" 6 3/4"3" 1" 1'-11 1/2" 1" 1 1/2"2'-6"AG10 BRASS GRILLE WITH BORDER, INSTALL FLUSH FAN COIL UNIT. SEE MEP DRAWINGS FOR LOCATIONS 3/4" WD VENEER PANEL Z-CLIP ATTACHMENT BLOCKING 3/4" WD VENEER PLY TOP 1'-2 1/2" STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL 2'-2 1/4" V.I.F.10" V.I.F. DUCT EXTENSION 1 3/8" 2'-9 9/16" 1 3/8" FINISH: POLISHED BRASS - MATCH EXISTING HOLE 3/4" X 3/4" TYP. RIB 3/16" TYP. CORK BORDER FOR EXPANSION 1'-2 1/2"3'-6 1/2" V.I.F. TYPE 1 VENEER SURFACE 1"2" 2'-8" 2"1" 3'-2"1 1/2"1" 2'-5 1/2" 3 1/2"1"2'-8"1 1/2" TYPE 1 SOLID WOOD SURFACE 1" REVEAL 3/4" TYPE 1 WD VENEER PLYWOOD MOUNTED ON Z-CLIPS 1 1/2" TYPE 1 BASE TO MATCH VENEER OF WD PANELS 7 1/2"1" 2'-4"1 1/2"3 1/2"3'-2"1"3 1/2" 1'-8 1/2" 2'-1" 1 1/2" TYPE 1 SOLID WOOD SURFACE 3/4" TYPE 1 WD VENEER PLYWOOD ATTACHED WITH Z- CLIPS 1 1/2" TYPE 1 BASE TO MATCH VENEER OF WD PANELS 1" REVEAL4"1 1/2"1" 2'-9" 1"1 1/2"1 1/2" HARD WOOD EDGE AND WOOD VENEER SURFACE BLOCKING 3/4" FIXED SHELF Z-CLIP ATTACHMENT CASTERS 3/4" VENEER PLYWD PANEL 2'-9 3/4" PROVIDE ACCESS TO FLOOR BOX IN BASE 3/4" SOLID SURFACE TOP 1" REVEAL, MATCH WOOD AT INTERIOR SURFACE 3/4" VENEER PLYWOOD PANELS ATTACHED WITH Z-CLIPS 1" REVEAL 2" WD BASE TO MATCH VENEER ABOVE 2'-9 1/2"3'-2"2" 2'-9 1/4"1"3'-2"2'-3" 3/4" SOLID SURFACE TOP 3/4" SOLID SURFACE TOP 1" TRIM AT OPENINGS 3/4" VENEER PLYWD BLOCKING HINGE 2 1/4" 2'-9 1/4" 2 1/2"3'-2"2'-3" GRAY PLASTIC LAMINATE AT INTERIOR PORCELAIN TILE TO EXTEND BELOW RECEPTACLE (MOVABLE UNIT FOR CLEANING BELOW) 7" 1'-1" 7" TRASH RECEPTACLE BELOW SHOWN DASHED 3/4" SOLID SURFACE TOP 7" 1'-1" 7" 7" 6" 7 1/2" 6" 7" 2'-9 1/2"2'-3"2 5/8" 6 3/4" AG10 BRASS GRILLE WITH BORDER, INSTALL FLUSH FAN COIL UNIT. SEE MEP DRAWINGS FOR LOCATIONS REMOVABLE 5/8" WD VENEER PLYWOOD PANEL WITH 1/8" EDGING BLOCKING 3/4" TYPE 1 WD VENEER PLY SURFACE 3 1/2" BASE AT FAN COIL ENCLOSURE2'-6"3" 3 1/2" 1'-2 1/2" STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL DUCT EXTENSION 10" V.I.F.2'-2 1/4" V.I.F.MILLWORK UNITS QUANTITY POINT OF SALE STATION AV LECTERN FIXED COUNTERS TRASH / RECYCLING BIN FAN COIL UNIT ENCLOSURES 1 1 7 2 SEE H DRAWINGS MOVEABLE FURNITURE 2 3'-2"2'-7 1/4" 1"1 1/2"4 1/4" 1'-5 1/4" 1 1/2" WD TOP WITH CABLE GROMMET 1" REVEAL 3/4" TYPE 2 VENEER PLY ATTACHED W/ Z-CLIPS 3/4" TYPE 2 VENEER PLYWD CABINENT DOORS CASTERS 3/4" FIXED SHELF 3'-2"AG10 A FRAME ARCHITECTURAL GRILLE WITH DURANIC MEDIUM BRONZE FINISH OPENING 1/4" TYP. RIB 1/8" TYP. 1/4" CORK BORDER FOR EXPANSION TYPE 2 VENEER SURFACE COORDINATE WITH FCU DIMENSION 4'-9 1/2"COORDINATE WITH FCU DIMS1'-2 1/2"3"3"3" 1" 1'-10 1/2"1"1"1 1/2"SEE PLAN 2'-6"3/4" TYPE VENEER PLYWD SURFACE 1" REVEAL 3/4" VENEER PLY ATTACHED W/ Z-CLIPS WD BASE TO MATCH VENEER USED ABOVE STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO HINGED PANEL 10"10"2'-6"3/4" WD VENEER PANEL 3/4" WD VENEER PLY TOP 1'-2 1/2"1'-11 1/2"3" 2'-1" 2" SEE PLAN 2'-6"3/4" VENEER PLY SURFACE REMOVABLE 5/8" WD VENEER PANEL WD BASE TO MATCH VENEER USED ABOVE TRIM STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO HINGED PANEL 10"10" REMOVABLE 5/8" WD VENEER PLYWOOD PANEL WITH 1/8" EDGING 3/4" TYPE 1 WD VENEER PLY SURFACE 1'-2 1/2"30"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A710 Millwork Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1 1/2" = 1'-0"A710 2 FCU Enclosure Types 1A, 2A, & 3A - Section 1 1/2" = 1'-0"A710 3 Type 1A Grille at FCU Enclosure - Plan 3/4" = 1'-0"A710 7 Lectern Front Elevation 3/4" = 1'-0"A710 8 Lectern Side Elevation 3/4" = 1'-0"A710 14 Lectern Section 3/4" = 1'-0"A710 9 Trash Receptacle Front Elevation 3/4" = 1'-0"A710 10 Trash Receptacle Side Elevation 3/4" = 1'-0"A710 11 Trash Receptacle Section 3/4" = 1'-0"A710 12 Trash Receptacle Plan 1 1/2" = 1'-0"A710 1 FCU Enclosure at Level 2 - Section 3/4" = 1'-0"A710 13 Lectern Rear Elevation 1 1/2" = 1'-0"A710 4 Type 3A Grille at FCU Enclosure - Plan 3/4" = 1'-0"A710 6 FCU Enclosure Types 1A, 2A, & 3A - Elevations 3/4" = 1'-0"A710 5 FCU Enclosure at Level 2 - Elevations NOTE: TYPE 3A: CHERRY VENEER PANEL TO MATCH EXISTING NOTE: TYPE 1: WHITE OAK VENEER PANEL TO MATCH EXISTING LOCATED IN LEVEL 1 CLINICS AREA AND LEVEL 2 LOCATED IN LEVEL 1 CLINICS AREA AND LEVEL 2 LOCATED AT LL2, LL2, LL1, GROUND FLOOR, AND PORTION OF LEVEL 1 LOCATED AT LL2, LL2, LL1, GROUND FLOOR, AND PORTION OF LEVEL 1 No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 3'-4 3/4" 1 1/2"3'-6 1/4"7'-11 1/2"1/2" TYPE 2 VENEER PLYWD 1 1/2"X 2" TYPE 2 TRIM 4" L4 16' - 3" 1 1/2" 2'-3" 1 1/2" 2'-6" 3" 7 1/2" 1 1/2" 6" 1 1/2" 7 1/2" 3"1/4"3 3/4" 2'-8" 4" 2"3'-6"5" 4" 6" 1"2" 1/2" TYPE 2 VENEER PLY (2) 3/4" PLYWOOD 1 1/2" X 2" HDWD TRIM 4" METAL CHANNEL FASTEN TO WALL 3" 1'-0" 6" 1'-0" 3" 3" 8" 6" 8" 3"4"3 3/4" 2'-8" 3/4" WD VENEER SURFACE 1" TRIM AROUND OUTSIDE WATERFALL TABLE EDGE POWDER COATED METAL BASE 3/4" WD VENEER 1" TYPE 2 TRIM WATERFALL TABLE EDGE 5'-0" 3" 4'-6"1'-6 3/16"2'-11 3/4" 4" 2" WD VENEER PANEL L4 16' - 3" 1 1/2" 4'-9" 1 1/2" 5'-0" 3" 3" 1/2" TYPE 2 WD VENEER SURFACE (2) 3/4" PLYWOOD 4" METAL CHANNEL POWDER COATED METAL BASE 2 1/2" MOUNTING BRACKET 3 1/2"1" 1'-8" 1 1/2"3 1/2"2'-2"8'-0" 1"2" 7'-6" 3/4" SOLID SURFACE TOP 3/4" WD VENEER PANELS ATTACHED WITH Z-CLIPS 3 1/2" BASE BOARD TO MATCH VENEER 1" REVEAL 1'-5 5/8" L4 16' - 3"3 1/2"1" 1'-8"1 1/2"3 1/2"2'-2"3'-7 1/2" 4'-2 1/2" 1'-7" 1"3 1/2"3/4" SOLID SURFACE TOP 1" REVEAL 3/4" 2 VENEER ATTACHED WITH Z-CLIPS 1" TRIM AROUND THE OUTSIDE SEAT 3 1/2" BASE TO MATCH STAINED CHERRY VENEER L4 16' - 3"1" 1 1/2" 1/4" 3/4" Z CLIP PANEL CONNECTION TYP. 3/4" STAINED CHERRY PLYWOOD PANEL 1 1/2" SOLID WOOD SURFACE BLOCKING 1" REVEAL WITH MATCHING WOOD AT INTERIOR SURFACE 1/2" HOLE FOR ELECTRICAL CHASE 8'-0"8'-0"4'-0"8"1'-6"2'-6"LOCK BOX LOCK BOX2" HOLE FOR ELECTRICAL CHASE 2" HOLE FOR ELECTRICAL CHASE 1 2 SOLID SURFACE TOP 5'-0"3'-0"2'-4" 4" 1 1/2" HDWD TRIM 3/4" HDWD SURFACE FASTEN AT WALL 2'-0"1'-8"1'-6 3/4"2'-0"LATCH PLYWOOD VENEER BOX SEAT 5'-6"2'-8"1'-0" SEAT 5'-6" 7 1/4" 2'-8 1/4"2'-8"4 1/4" 2'-1 1/4" 1"1 1/2"3'-0"3'-1 1/4" 5"3'-6 1/4"5"2 1/2"2'-0" 1/2" TYPE 2 VENEER PLYWD 1 1/2"X 2" TYPE 2 TRIM RAIL AT MIDPOINT 4" MILLWORK UNITS QUANTITY POINT OF SALE STATION AV LECTERN FIXED COUNTERS TRASH / RECYCLING BIN FLAT SCREEN DIRECTORY FAN COIL UNIT ENCLOSURES 1 1 5 1 1 SEE H DRAWINGS MOVEABLE FURNITURE 2 8'-0"2'-6"2'-0 3/4" 3/4" HDWD SURFACE 1 1/2 " X 2" HDWD TRIM 1/2" REVEAL WITH MATCHING BACKER MATERIAL TACKBOARD SECURED TO FACE OF EXISTING WALL. PROVIDE FLUSH SURFACE LOCKING, SLIDING GLASS DISPLAY CASE DOORS 2" MIN. CLEAR SUPPORT GLASS DISPLAY DOORS WITH CFMF BOX BEAM SECURE GLASS DISPLAY DOORS HEAD AT CFMF BOX BEAM EXISTING WALL4'-0"5 1/2" 3/4" HARDWOOD TRIM FRAME AT DISPLAY CASE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A711 Millwork Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 3/4" = 1'-0"A711 4 Moveable Tables - Front Elevation 3/4" = 1'-0"A711 6 Fixed Counter - Section 2 3/4" = 1'-0"A711 7 Fixed Counter - Elevation 3/4" = 1'-0"A711 3 Fixed Counter - Side Elevation 3/4" = 1'-0"A711 2 Fixed Counter - Section 3/4" = 1'-0"A711 12 POS Front Elevation 1 3/4" = 1'-0"A711 13 POS Side Elevation 2 3" = 1'-0"A711 10 POS Counter - Edge Detail 1/2" = 1'-0"A711 11 POS Plan 3/4" = 1'-0"A711 1 Fixed Counter - Plan 3/4" = 1'-0"A711 9 Storage Box - Elevation & Plan 3/4" = 1'-0"A711 14 POS Elevation 3 3/4" = 1'-0"A711 15 POS Elevation 4 LOCATION: CORRIDOR L 0044 QUANTITY: 2 3/4" = 1'-0"A711 5 Moveable Tables - Side Elevation NOTE: TYPE 2: STAINED CHERRY VENEER PANEL NOTE: TYPE 1: WHITE OAK VENEER PANEL ELEVATION PLAN 3/4" = 1'-0"A711 8 Moveable Tables - Plan 1 1/2" = 1'-0"A711 16 Section Detail - Glass Display Cabinet No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 VIF 5'-0"VIF2'-5"1'-3" 1'-3" 1'-3" 1'-3" 1/4"1/8"AG10 A FRAME BAR GRILLE WITH DURANIC MEDIUM BRONZE FINISH 3/4"WOOD BLOCKING WOOD VENEER PANEL 3/8"COORDINATE DEPTH OF BLOCKING WITH Z CLIP DEPTH 6 1/2"3/4" OAK BASE TO MATCH EXISTING IN ADJACENT ROOMS TO REMAIN PARTITION, SEE PLAN FINISHED FLOOR, SEE FINISH PLAN 1/4" SQ REVEAL 4"3/4" STAINED CHERRY WD BASE PARTITION, SEE PLAN FINISHED FLOOR, SEE FINISH PLAN BASE TYPE B-5 SEE FINISH PLAN FOR LOCATIONS BASE TYPE B-2 SEE FINISH PLAN FOR LOCATIONS 4" 36" MAX EQ 3" 36" MAX EQ 3" 36" MAX EQ 4"4"6'-0"4"4"ELEVATION - FRONT7'-0"ADJUSTABLE WOOD VENEER SHELVES ON PINS 4" 8" 4"6'-4"4"4"ELEVATION - SIDE 1/4" REVEAL 7'-0"SEE PLAN FOR WIDTH 1'-4" HARDWOOD NOSING SECTION 1/4" REVEAL 1"1/4"3 1/2"1/4"4"1/4" 1"1/4" 3 1/2"1/4"1'-3" 1" 1'-4" ADJUSTABLE WOOD VENEER SHELVES ON BRASS PINS HARDWOOD NOSING MID SUPPORTS, SEE TOP AND BOTTOM PANEL CONSTRUCTION IN SECTION. IMAGE AREA ELEVATION - FRONT 1'-8"1'-8"BRONZE COLOR STANDOFF SYSTEM 1/4" PLEXI GLASS WITH 1/2" PLYWOOD BACKER BOARD WITH VENEERED EDGES. SECURE BACKER BOARD TO WALL. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A712 Millwork Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1 1/2" = 1'-0"A712 4 Louver Grille Elevation 6" = 1'-0"A712 5 Louver Grille Section 3" = 1'-0"A712 9 Typical Wood Base Details 1" = 1'-0"A712 1 Book Storage Unit for Reading Rooms No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 1" = 1'-0"A712 2 Wayfinding Sign 2 WD VENEER PANEL RECESSED WD BASE TO MATCH WD VENEER PANEL HDWD CLOSURE 1" FROM TOP OF WD VENEER PANEL Z-CLIPS EXISTING WALL1"PANEL8'-8"BASE4"K.1 K.0 7b 8 4 A713 2'-11 1/4"3/4"3/4"3" 3/4" DOOR 1" REVEAL2'-5 1/4" CLEAR MIN. 3/4"1" REVEAL 2'-6" 3/4" REVEAL 3/4" 4'-0" 1" REVEAL 1'-7 1/4" +/- (V.I.F.) 3'-7 1/4"3/4" REVEAL3 3/4"30" WD CABINET DOOR - OUTSIDE FACE TO ALIGN FLUSH WITH VENEER PLY WALL PANELS WHEN CLOSED 3/4" 3 3/4" WD JAMB 3/4" 3 3/4" WD JAMB CLEAN & PAINT EXIST. WALL PTD. 5/8" GWB ON 2 1/2" MTL STUDS 3/4" VENEER PLY ATTACHED WITH Z-CLIPS 1" HDWD REVEAL K.0 4 A713 8'-8"4"FABRIC WRAPPED WD PANELS AV CABINET DOOR WD VENEER PLYWOOD PANELS ATTACHED TO EXISTING WALL WITH Z-CLIPS RECESSED WD BASE TO MATCH WD VENEER PANEL7'-2" DOORUNDERCUT DOOR FOR AIR CIRCULATION 8 WD VENEER PANELS ATTACHED TO GWB PARTITION W/ Z-CLIPS RECESSED WD BASE TO MATCH WD VENEER PANEL1'-9"1" REVEAL7'-2" DOOR3/4"7'-1 1/2" CLEAR MIN.HDWD 1" FROM TOP OF WD VENEER PANEL 3/4" 3 3/4" WD JAMB BEYOND WD DOOR PTD. GWB CEILING PTD. GWB ON MTL STUDS SEE AV DWGS FOR AV RACK (DASHED) UNDERCUT DOOR EXHAUST CEILING PLENUM A713 1 8'-8"4"L4 16' - 3"2"1" REVEALHDWD CLOSURE 1" FROM TOP OF WD VENEER PANEL WD TRIM1" REVEAL2"MARKER BOARD PTD. 5/8" GWB 3 5/8" MTL STUDS WD TRIM MARKER TRAY WD VENEER PANEL RECESSED WD BASE TO MATCH WD VENEER PANEL Z-CLIPS 3 5/8" MTL STUDSALIGNWOOD VENEER PANEL 1 1/2"1"FABRIC WRAPPED PANEL ALIGNSELF TRIMMING FLANGE ELEC JUNCTION BOX 3" 6 1/2" 7 3/4" VARIABLE POSITION MOUNTING BRACKET 3/8" THREADED ROD ATTACHED TO MOUNTING BRACKET 8" 1'-6" SCREEN LIGHT FIXTURE 7.1 1 1/2" HINGED DOUBLE-LEAF DOOR DOOR MAGNET CATCH AT TOP (1) PER LEAF 13 A7135'-0" PANEL2'-6"1 1/4" 1"1/4"3"1 3/4"1/4"1"OAK TRIM WALL 1/2"1/4"1/4"1 1/4"1/4"3/4"1 3/4"OAK RAIL WALL 1" TYP VENEER PLY Z-CLIP GWB HDWD REVEAL TO MATCH VENEER PANEL, CLR ETR CONC WALL Z-CLIP VENEER PLY HDWD EDGE, TYP HDWD REVEAL , TYP 1"2"1" 1 1/2" 3/4" 1/4" 3/4" Z CLIP PANEL CONNECTION TYP. 3/4" WD VENEER PANEL 1 1/2" SOLID WOOD SURFACE BLOCKING 1" REVEAL VENEER PLY ATTACHED W/ Z-CLIPS 1" HDWD BEHIND PANEL, SECURED TO GWB, MATCHING HARDWOOD EDGE EASED EDGE, TYP 1/2" STONE BASE CEMENT BOARD 1/2"STONE FLOORING 1"2" HDWD EDGE1 3/4"TYPE H-2 SOLID WOOD STILE & RAIL EXTERIOR DOOR DETAIL B DETAIL A B A C 2 1/4"TYPE F-2 SOLID WOOD STILE & RAIL INTERIOR VENEER PANEL EXTERIOR DOOR DETAIL C INT. EXT. 1" IGU DOORS: 3L0041A 2L0048 DOOR: L28D 5" H-2 F-2 LEAF 1LEAF 2 LEAF 1 LEAF 2 MARKER BOARD MARKER TRAY BEYOND 1 1/2" HINGED WOOD VENEER DOUBLE-LEAF DOOR DOORS SHOWN 1/2 OPEN DOORS SHOWN OPEN MAGNET CATCH ABOVE DOORS SHOWN CLOSED 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A713 Millwork Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1" = 1'-0"A713 1 Wood Veneer Panel Section 1" = 1'-0"A713 2 AV Cabinet Plan 1/2" = 1'-0"A713 3 AV Cabinet Elevation 1/2" = 1'-0"A713 4 AV Cabinet Section 1" = 1'-0"A713 5 Marker Board Section 6" = 1'-0"A713 6 Trim Detail 1 6" = 1'-0"A713 7 Trim Detail 2 6" = 1'-0"A713 8 TYP WD REVEAL 1" = 1'-0"A713 9 Typical Wood Threshold 3" = 1'-0"A713 10 Wood Solid & Veneer Joint Detail 6" = 1'-0"A713 11 Stone Base at Wood Panel 3" = 1'-0"A713 12 Solid Wood Door Details 1" = 1'-0"A713 13 Plan Detail - Event Room Marker Board Door No. Date Revision 10"5"5"FFG10"5"5" FG-2GH8" 3'-0" 5"10"5"5"5" 10"5"3'-0"K WD STILE & RAILFLUSH WD/HOLLOW METAL/INTEGRATED METAL DOOR OPENING SYSTEM F-2 (SOLID WD)H-2 (SOLID WD) J 2" C-2 2'-6"SCHED SEE SEE SCHED.2" SCHED SEE LEVEL 2 ONLY 6 1/2"AB 1'-4"4'-0"2" SCHED SEE SEE SCHED.2" SCHED SEE C 4"WD FRAME TO MATCH EXIST. CARPET OR ENTRANCE FLOOR MAT A NOTE: ALL THRESHOLD CONDITIONS TO BE ADA COMPLIANT BC RESILIENT REDUCING STRIP CARPET CARPET OR ENTRANCE FLOOR MAT STONE SADDLE 1/4" PRC TILE OR 1/2" STONE ALT F D CONCRETE E RESILIENT REDUCING STRIP CARPET OR ENTRANCE FLOOR MAT STONE SADDLE NOT USED G EXTERIOR STONE SADDLE CARPET, PORCELAIN TILE, STONE FLOORING ALT OR ENTRANCE FLOOR MAT 1/4" PRC TILE OR 1/2" STONE ALT 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A801 Door Schedule, Door, Frame & Sill Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationDOOR SCHEDULE FLOOR MARK DOOR FRAME DETAIL SIDELIGHT WIDTH FIRE RATING HARDWARE SET DOOR SIGNAGE COMMENTSHEIGHT WIDTH MATERIAL TYPE TYPE MATERIAL FINISH HEAD JAMB SILL LEVEL 1 LEVEL 1 126 7' - 6" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W7.2 W7.2 A 23.0 1 SHARED LEVEL 1 126B 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 126C 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 126E 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 126F 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 126J 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LEVEL 1 128A 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LEVEL 1 128B-A 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 21.0 1 SHARED LEVEL 1 128B-B 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 24" 21.0 1 SHARED LEVEL 1 128C 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128D 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128E 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128G 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128H 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128J 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128K 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 17.1 1 IDF, CARD READER LEVEL 1 128M 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 128N 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL 1 129 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 21.0 1 SEMINAR ROOM / IGU LEVEL 1 130 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W6.1 W6.1 A 20.0 1 SHARED LEVEL 1 132 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W6.1 W6.1 A 20.0 1 SHARED LEVEL 1 133 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 20.0 1 SHARED LEVEL 1 134 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 36" 20.0 1 SHARED LEVEL 1 137 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 18.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 1 139 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 18.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 1 152 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 18.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 1 10001 7' - 0" 3' - 0" WD / GLASS K* A HM WD TRIM 4/A803 5/A803 D 10.0 2 90 MIN RATED GLAZING & DOOR, CARD READER LEVEL 1 10020 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 B 19.0 ETR TOILET ROOM, MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 1 10021 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 B 26.0 ETR TOILET ROOM, MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 1 10044A 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A - 23.0 1 SHARED LEVEL 1 10044B 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W6.1 W6.1 A WD SF 3.0 1 RECEPTION LEVEL 1 10045 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 B 14" 9.0 CLINICS SUITE, CARD READER LEVEL 2 LEVEL 2 230 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 27.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 2 231 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 27.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 2 232-A 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 27.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 2 232-B 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 28.0 STORAGE LEVEL 2 233-A 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 27.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 2 233-B 7' - 0" 3' - 0" WD F A WD WD TRIM 6/A802 8&9/A802 A 28.0 STORAGE LEVEL 2 244 7' - 4" 3' - 0" WD / GLASS FG WD SF WD SF WD SF 6/A802 8&9/A802 A 7.0 4 SHARED LEVEL 2 251 7' - 0" 3' - 0" WD F A HM WD TRIM 6/A802 8&9/A802 A - 27.0 4 OFFICE MATCH EXISTING FLUSH WD DOOR & TRIM LEVEL 2 20001 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 4/A803 5/A803 D 10.0 90 MIN RATED GLAZING & DOOR, CARD READER LEVEL 2 20046 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF 6/A802 8&9/A802 B 29.0 WEST STAIR LANDING, CARD READER LEVEL 2 20048 7' - 0" 3' - 0" (E) (E) (E) (E) (E) (E) (E) A 24" (E) 30.0 2 EXISTING DOOR RELOCATED, NEW PANIC HDWR, CARD READER Grand total: 145 DOOR SCHEDULE FLOOR MARK DOOR FRAME DETAIL SIDELIGHT WIDTH FIRE RATING HARDWARE SET DOOR SIGNAGE COMMENTSHEIGHT WIDTH MATERIAL TYPE TYPE MATERIAL FINISH HEAD JAMB SILL LL3 LL3 3L0001 7' - 0" 3' - 0" WD / GLASS K* A HM WD TRIM 4/A803 5/A803 D 90 MIN 13.0 2 90 MIN RATED GLAZING & DOOR LL3 3L0041-A 7' - 0" 3' - 0" WD / GLASS D A HM WD TRIM INT. 8/A803 9/A803 G 4.0 EXTERIOR EXIT DOOR, CARD READER, EXISTING OPENING, IGU LL3 3L0041-B 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 90 MIN 22.0 RATED VESTIBULE, 90 MIN RATED GLAZING & DOOR LL3 3L58 7' - 0" 3' - 0" WD / GLASS FG C HM WD TRIM 3/A802 3/A802 A 18" 90 MIN 14.0 1 RATED VESTIBULE, 90 MIN RATED GLAZING & DOOR LL3 3L58A 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL3 3L58B 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L58C 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L58D 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L58E 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L58G 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L58H 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L58J 7' - 0" 3' - 0" WD / GLASS K B HM WD TRIM 3/A802 3/A802 A 48" X 14" 18.0 1 OFFICE LL3 3L0062 7' - 0" 6' - 0" (E) (E) (E) (E) (E) (E) - (E) ETR, PROVIDE DOOR CONTACTS LL2 LL2 2L0001 7' - 0" 3' - 0" WD / GLASS K* A HM WD TRIM 4/A803 5/A803 D 90 MIN 12.0 2 90 MIN RATED GLAZING & DOOR LL2 2L0021 7' - 0" 3' - 0" WD / GLASS F A HM WD TRIM 3/A802 3/A802 B 26.0 3A TOILET ROOM LL2 2L0022 7' - 0" 3' - 0" WD / GLASS F A HM WD TRIM 3/A802 3/A802 B 26.0 3B TOILET ROOM LL2 2L30 7' - 0" 3' - 0" WD / GLASS F C HM WD TRIM 3/A802 3/A802 A 48" 21.0 1 SHARED LL2 2L30A 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L30B 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L30C 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L34 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 17.0 STORAGE LL2 2L35 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 17.1 1 IDF, CARD READER LL2 2L37 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L39 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 20.0 1 SHARED LL2 2L46 7' - 0" 3' - 0" WD / GLASS FG C HM WD TRIM 3/A802 3/A802 A 48" 21.0 1 SHARED LL2 2L46A 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L46B 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L0048 7' - 0" 3' - 4" WD / GLASS D A HM PT 2/A802 3/A802 G 4.0 EXTERIOR EXIT DOOR, CARD READER, EXISTING OPENING, IGU LL2 2L58 7' - 0" 3' - 0" WD / GLASS FG C HM WD TRIM 3/A803 3/A803 A 24" 21.0 1 SHARED LL2 2L58A 7' - 0" 6' - 0" WD F A HM WD TRIM 3/A802 3/A802 A 16.0 STORAGE LL2 2L58B 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L58C 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L58D 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL2 2L0067 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LL2 2L0069 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LL1 LL1 L0001 7' - 0" 3' - 0" WD / GLASS K* A HM WD TRIM 4/A803 5/A803 D 90 MIN 12.0 2 90 MIN RATED GLAZING & DOOR LL1 L0021 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 B 26.0 3A TOILET ROOM LL1 L0022 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 B 26.0 3B TOILET ROOM LL1 L0023 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 B 19.0 3C GN TOILET LL1 L24 6' - 10" 6' - 0" WD / GLASS FG-2 A HM WD TRIM INT - - G 4.1 EXTERIOR DOUBLE DOOR, CARD READER, IGU, WD MUNTINS LL1 L28A 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W1.1 W1.1 B 23.0 1 SHARED LL1 L28B 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W1.2 W1.2 B 23.0 1 SHARED LL1 L28C 7' - 0" 3' - 0" WD F A HM WD TRIM 13/A802 13/A802 B 11.0 1 EVENT ROOM, ACOUSTICAL DOOR FOR SOUND ISOLATION LL1 L28D 7' - 0" 3' - 0" WD F A HM WD TRIM INT 6/A803 7/A803 G 5.0 EXTERIOR EXIT DOOR, CARD READER, EXISTING OPENING, IGU LL1 L29 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L30 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 20.0 1 SHARED SPACE LL1 L31 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L33 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L39 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 20.0 1 CONFERENCE ROOM, IGU LL1 L42 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L44 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L46 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 21.0 1 SHARED SPACE LL1 L46A 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LL1 L52 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L53 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L54 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L55 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L56 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L57 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L58 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LL1 L0067 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LL1 L0068 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 E 17.0 STORAGE LL1 L0069 7' - 0" 3' - 0" HM / PAINT F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LEVEL G LEVEL G G0001 7' - 0" 3' - 0" WD / GLASS K* A HM WD TRIM 4/A803 5/A803 D 90 MIN 12.0 2 90 MIN RATED GLAZING & DOOR LEVEL G G0021 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 B 26.0 3B TOILET ROOM LEVEL G G0024 7' - 0" 4' - 0" RITE DOOR F - STEEL LAMINATE 19/A802 19/A802 B 3 HR 1.0 3 HR RATED DOOR - BLDG SEP. LEVEL G G26 7' - 6" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W4.1 W4.1 B 21.0 1 SHARED SPACE LEVEL G G28A 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 C 15.0 STORAGE LEVEL G G28C 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28D 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28F 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28G 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28H 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28J 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28K 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28L 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28M 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28N 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28P 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G28R-A 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 96" 25.0 1 MEETING RM / IGU LEVEL G G28R-B 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 8/A511 7/A511 B 25.1 1 SHARED SPACE / IGU LEVEL G G28S 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G29 7' - 0" 3' - 0" WD / GLASS FG C HM WD TRIM 3/A802 3/A802 A 48" 21.0 1 SHARED SPACE LEVEL G G31 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G33 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G34 7' - 0" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W3.2 W3.2 A 20.0 1 SHARED LEVEL G G39 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 21.0 1 CONFERENCE ROOM / IGU LEVEL G G0040A 7' - 6" 6' - 0" ALUM / GLASS FG A ALUM ALUM 1/A411 G 2.0 VESTIBULE ALUMINUM STOREFRONT DOOR, IGU, CARD READER LEVEL G G0040B 7' - 6" 6' - 0" WD / GLASS FG A WD WD SF W2.2 W2.2 B 8.0 VESTIBULE WD STOREFRONT DOOR, IGU LEVEL G G41 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 24.0 1 SHARED SPACE LEVEL G G0041-A 8' - 0" 3' - 0" ALUM / GLASS FG A ALUM ALUM A814 A814 G 6.0 EXIT DOOR, IGU, PROVIDE PATHWAYS & ROUGH-INS FOR FUTURE CARD ACCESS LEVEL G G0041-B 7' - 6" 3' - 0" WD / GLASS FG WD SF WD SF WD SF W4.2 W4.2 B 20.0 RECEPTION LEVEL G G41M-B 7' - 0" 3' - 0" WD F A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G46 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 48" 23.0 1 RECEPTION LEVEL G G50 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 21.0 1 SHARED SPACE LEVEL G G52 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 21.0 1 SHARED SPACE LEVEL G G58 7' - 0" 3' - 0" WD / GLASS FG A HM WD TRIM 3/A802 3/A802 A 23.0 1 SHARED SPACE LEVEL G G58A 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G58B 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G58C 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G58D 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LEVEL G G58E 7' - 0" 3' - 0" WD / GLASS K A HM WD TRIM 3/A802 3/A802 A 18.0 1 OFFICE LOWER LEVEL 3 to GROUND FLOOR FLOOR 1 to FLOOR 2 1/4" = 1'-0"A801 1 Door Types 1/4" = 1'-0"A801 2 Frame Types 3" = 1'-0"A801 3 DOOR SILL DETAILS No. Date Revision 1 07/07/2016 Addendum 4 2 07/18/2016 Addendum 5 2 2 MAX CLEARANCE BETWEEN OPEN DOOR & ADJACENT FLUSH FINISHES AT FLUSH HOLD-OPEN DOOR LOCATIONS DOOR WITH ELECTRO- MAGNETIC HOLD-OPEN HARDWARE. SEE SCHEDULE & PLAN FOR LOCATIONS 1"ALIGN FLUSH HOLD-OPEN DOOR DOOR, SEE SCHEDULE SEALANT EA. SIDE, TYP. DOUBLE MTL STUDS @ JAMB HM FRAME ANCHORED TO MTL. STUD WALL 5/8" GWB U.O.N. SCHEDULE SEE PARTITION 2"1 15/16"1 15/16" 1/2" TYP. DOOR, SEE SCHDULE JAMB ANCHOR DOUBLE-UP METAL STUDS @ JAMB SEALANT EA. SIDE, TYP. WHERE HM DOOR FRAME IS LOCATED ADJACENT TO A PERPENDICULAR WALL, LOCATE AS SHOWN 5/8" GWB U.O.N. HM FRAME ANCHORED TO MTL. STUD WALL CRITICAL DIM. 4" MIN.SCHEDULESEE PARTITION1/2" TYP.HOLLOW METAL DOOR FRAME AT GWB PARTITION - JAMBHOLLOW METAL DOOR FRAME AT GWB PARTITION - HEAD 2"CLEAR OPENING DOOR, SEE SCHEDULE WD FRAME SECURED TO HM FRAME. MITER CORNERS AT HEAD TO JAMB DOUBLE MTL STUDS @ JAMB HM FRAME ANCHORED TO MTL. STUD WALL 5/8" GWB U.O.N. SCHEDULE SEE PARTITION 1 15/16" DOOR, SEE SCHDULE JAMB ANCHOR DOUBLE-UP METAL STUDS @ JAMB WHERE HM DOOR FRAME IS LOCATED ADJACENT TO A PERPENDICULAR WALL, LOCATE AS SHOWN 5/8" GWB U.O.N.HM FRAME ANCHORED TO MTL. STUD WALLSCHEDULESEE PARTITIONHOLLOW METAL DOOR FRAME with WOOD TRIM at GWB PARTITION - JAMBHOLLOW METAL DOOR FRAME with WOOD TRIM at GWB PARTITION - HEAD CLEAR OPENING WD FRAME SECURED TO HM FRAME. MITER CORNERS AT HEAD TO JAMB FLUSH-HEMMED HM DOOR FRAME SEALANT JOINT FLUSH HEMMED HM DOOR FRAME SEALANT JOINT 1/4" GLASS LITE, SEE DOOR SCHED. FOR SIZE WD FRAME SECURED TO HM FRAME DOUBLE MTL STUDS @ JAMB WD GLASS STOP SECURED TO FRAME 5/8" GWB U.O.N. SCHEDULE SEE PARTITION HOLLOW METAL SIDELITE FRAME with WOOD TRIM at GWB PARTITION - HEAD FLUSH-HEMMED HM DOOR FRAME SEALANT JOINT EXPOSED PTD HM FRAME 1/4" GLASS LITE JAMB ANCHOR DOUBLE-UP METAL STUDS @ JAMB WHERE HM DOOR FRAME IS LOCATED ADJACENT TO A PERPENDICULAR WALL, LOCATE AS SHOWN 5/8" GWB U.O.N.HM FRAME ANCHORED TO MTL. STUD WALLSCHEDULESEE PARTITIONHOLLOW METAL DOOR FRAME with WOOD TRIM at GWB PARTITION - JAMB WD FRAME SECURED TO HM FRAME. MITER CORNERS AT HEAD TO JAMB FLUSH HEMMED HM DOOR FRAME SEALANT JOINT WD TRIM SECURED TO HM FRAME1/2"1/2" 2 1/2" 1/2"1/2"2 1/2"1/2"1/2" 2 1/2" 5/8"4'-0"2'-0"TRANSLUCENT FILM APPLIED TO GLASS SEE DOOR TYPE 6 1/2" 1 3/4" 1" 6 1/2" HARDWOOD FRAME HARDWOOD BASE GLAZING GLAZING AND SEALANTS SHIM HARDWOOD FRAME HARDWOOD STOP MASONRY OR GWB WALL CONSTRUCTION 3 1/2 X 1/4 HARDWOOD TRIM AT FULL HEIGHT TYPE OFFICE 3/4" 2 1/4" 2 1/4" 2 1/4" 3/4" 8" 6 1/2"3/4"1/4"1 3/4" 3" SHIM HARDWOOD FRAME GLAZING SEALANTS AND TAPE, TYP. MASONRY OR GWB WALL CONSTRUCTION 3 1/2 X 1 1/4 HARDWOOD TRIM 6 1/2" GLAZING1"1/4"1 3/4" 3" 3/4" 6 1/2" 3/4"1 7/8" 3/4"3/4" 1 7/8"6 1/2"1 3/4" 1/4" 5/8" HARDWOOD STOP HARDWOOD FRAME SHIM MASONRY OR GWB WALL CONSTRUCTION 1 7/8"1 7/8"3/4" 1 3/4" 1 3/4" 1"6 1/2"HARDWOOD STOP HARDWOOD FRAME GLAZING GLAZING SEALANTS AND TAPE, TYP. SHIM MASONRY OR GWB WALL CONSTRUCTION HARDWOOD TRIM HARDWOOD TRIM GLAZING SEALANTS AND TAPE, TYP. 1" 1/4" 1 3/4"3/4" 6 1/2" 3/4" HARDWOOD FRAME GLAZING GLAZING SEALANTS AND TAPE, TYP.1" 1 3/4" 1" 3/4" 6 1/2"6 1/2"GLAZING GLAZING SEALANTS AND TAPE, TYP. HARDWOOD FRAME 1" 0" 1 3/4" 1 3/4" 1"ALIGNMAGNETIC HOLD OPEN, CM COORD W/ WD TRIM & HARDWARE P2 GWB NON RATED PARTITION RATED DOOR FRAME RATED PARTITION P3A 4" STRUCTURAL LAMINATE DRYWALL CORNER SYSTEM "ULTRATRIM" RATED DOOR DOOR, SEE SCHEDULE SOLID WD TRIM AT DOOR FRAME SEE PLAN FOR P-TYPE WOOD DOOR FRAME with WOOD TRIM at DOUBLE-STUD GWB PARTITION - JAMBWOOD DOOR FRAME with WOOD TRIM at DOUBLE-STUD GWB PARTITION - HEAD 1/2" REVEAL WD VENEER PANEL ON Z-CLIPS 2"SOLID WD DOOR STOP 2" 2 1/4"2" 2 1/4" 11 1/2" SEE PLAN 1 1/4" 9" SEE PLAN 1 1/4" 2" 1/2" REVEAL WD VENEER PANEL ON Z-CLIPS SOLID WD TRIM AT DOOR FRAME SOLID WD DOOR STOP DOOR, SEE SCHEDULE DINING L24 EVENT L28 DINING L24 EVENT L28 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A802 Door Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A802 1 Hold-Open Door Clearance 3" = 1'-0"A802 2 Details - Hollow Metal Door Frame at GWB Partition 3" = 1'-0"A802 3 Details - Hollow Metal Door Frame W/ Wood Veneer at GWB Partition 1/2" = 1'-0"A802 4 Typical Translucent Film Elevation 3" = 1'-0"A802 5 Wood Storefront Sill 3" = 1'-0"A802 6 Wood Storefront Door Head 3" = 1'-0"A802 7 Wood Storefront Glazing Head 3" = 1'-0"A802 8 Wood Door Jamb 3" = 1'-0"A802 9 Vertical Mullion at Door & Glazing 3" = 1'-0"A802 10 Wood Jamb at Glazing 3" = 1'-0"A802 11 Horizontal Wood Mullion 3" = 1'-0"A802 12 Double Vertical Wood Mullion 1 1/2" = 1'-0"A802 19 Hold-Open Door Threshold 3" = 1'-0"A802 13 Details - Wood Door Frame W/ Wood Veneer at Double-Stud Partition No. Date Revision 1/4" CHERRY VENEER PLATE, WILSONART CHERRY 7919 000 ROOM NAME ROOM NUMBER & NAME WHITE RAISED TEXT SIZE: 5/8" FONT: AKIZIDENZ GROTESK REGULARBRAILLE TYPE II BRAILLE, CLEAR SIGN TYPE 1 TYPICAL ROOM 1/4" CHERRY VENEER PLATE, WILSONART CHERRY 7919 ACRYLIC PLATE 1/32" RAISED CHARACTERS 1/32" RAISED CLEAR BRAILLE, SEE ELEVATION BLACK ACRYLIC PLATE ON DOUBLE-SIDED TAPE WALL SURFACE 1/4"1/4" TYPICAL SIGN SECTION1/2"RAISED PICTOGRAM 4"BRAILLE 000 MEN ROOM NUMBER & NAME WHITE RAISED TEXT SIZE: 5/8" FONT: AKIZIDENZ GROTESK REGULAR TYPE II BRAILLE, CLEAR 1/4" CHERRY VENEER PLATE, WILSONART CHERRY 7919 RAISED PICTOGRAM 4"BRAILLE 000 WOMEN ROOM NUMBER & NAME WHITE RAISED TEXT SIZE: 5/8" FONT: AKIZIDENZ GROTESK REGULAR TYPE II BRAILLE, CLEAR SIGN TYPE 3A MEN'S ACCESSIBLE RESTROOM SIGN TYPE 3B WOMEN'S ACCESSIBLE RESTROOM 1/4" CHERRY VENEER PLATE, WILSONART CHERRY 7919 RAISED PICTOGRAM 4"BRAILLE 000 GENDER NEUTRAL ROOM NUMBER & NAME WHITE RAISED TEXT SIZE: 5/8" FONT: AKIZIDENZ GROTESK REGULAR TYPE II BRAILLE, CLEAR SIGN TYPE 3C GENDER NEUTRAL ACCESSIBLE RESTROOM9"9"9"5"7" 1/4" CHERRY VENEER PLATE, WILSONART CHERRY 7919 LEVEL 2 STAIR 20001 EXIT DOWN FIVE FLOORS ROOM NUMBER & NAME WHITE RAISED TEXT SIZE: 5/8" FONT: AKIZIDENZ GROTESK REGULARBRAILLE TYPE II BRAILLE, CLEAR SIGN TYPE 2 ALL EGRESS STAIRS 7"7"WOOD GRAIN WOOD GRAIN WOOD GRAIN WOOD GRAIN WOOD GRAIN 139 BRAILLE BEVELED ACRYLIC SIGNAGE PLATE. SEE SECOND FLOOR EXISTING CONDITIONS ROOM NUMBER & NAME WHITE RAISED TEXT SIZE: TBD FONT: TBD TYPE II BRAILLE, CLEAR SIGN TYPE 4 LEVEL 1 & LEVEL 2 SIGNAGE SIGN SHALL BE PLACED ADJACENT TO LATCH SIDE OF DOOR. AT DOORS WITH SIDELITES, MOUNT SIGNS ON GWB WALL ADJ. TO HINGE SIDE 48" TO B.O. SIGNSIGNAGE SHALL FULLY COMPLY WITH ALL CABO/ANSI A117.1 REQUIREMENTS. SIGNAGE MOUNTING LOCATION 8' - 3" EX. WINDOW HEAD2"EXISTING MASONRY VENEER TO REMAIN EXISTING STL RELIEF ANGLE MAINTAIN CLEARANCE AT EXISTING WEEP HOLE 3" FULLY CONCEAL REAR FACE OF EXISTING MASONRY VENEER ANCHOR HM FRAME TO STL ANGLE. PROVIDE WD BLOCKING AS REQUIRED PTD HM FRAME DOOR, SEE SCHEDULE 10"1 1/2" 5 1/4" 2" PERIM BACKER ROD & SEALANT EXTERIORINTERIOR K.1 EXIST BLOCK, VIF 6" 90MIN. RATED DOOR. SEE PLAN FOR DOOR LOCATION & DIRECTION OF SWING PTD HOLLOW METAL FRAME 2"1/2" EXISTING MASONRY WALL CONSTRUCTION. MAINTAIN EXISTING HEADER, VIF ANCHOR HM FRAME TO EXISTING MASONRY HEADER 2" 2 3/4" VIF 2" STAIR SIDECORRIDOR SIDE WD TRIM SECURED TO HM FRAME WD TRIM SECURED TO HM FRAME WHERE DOOR LOCATED ON STAIR SIDE, SHOWN DASHED 3/4" 90MIN. RATED DOOR. SEE PLAN FOR DOOR LOCATION & DIRECTION OF SWING PTD HOLLOW METAL FRAME EXISTING MASONRY WALL CONSTRUCTION. MAINTAIN EXISTING HEADER, VIF ANCHOR HM FRAME TO EXISTING MASONRY HEADER 6" BLOCK, VIF2"2"2 3/4" VIF2"90MIN. RATED DOOR. SEE PLAN FOR DOOR LOCATION & DIRECTION OF SWING PTD HOLLOW METAL FRAME ANCHOR HM FRAME TO MTL FRAMING EXISTING WALLMATCH ADJACENT2"2"2 3/4" VIF2"(2) LAYERS 5/8" GWB EA SIDE. UL U411 SYSTEM WD TRIM SECURED TO HM FRAME WD TRIM SECURED TO HM FRAME WHERE DOOR LOCATED ON STAIR SIDE, SHOWN DASHED CORRIDOR SIDE STAIR SIDE 1/2"3/4"WD TRIM SECURED TO HM FRAME WHERE DOOR LOCATED ON STAIR SIDE, SHOWN DASHED WD TRIM SECURED TO HM FRAME CORRIDOR SIDE STAIR SIDE SALVAGED MASONRY TO RETURN MASONRY VENEER WALL BACK TO DOOR JAMB AT BOTH SIDES SPRAY FOAM INSULATION. SEE PLAN & P-TYPE FOR EXTENTS PTD HM FRAME ANCHOR HM FRAME TO EXISTING MASONRY OPENING COORD. WITH EXIST. BEAM ABOVE10"1 1/2"5 1/4"2"3"3/4" 2 1/4" PERIM. BACKER ROD & SEALANT EXTERIOR INTERIOR K.1 PERIM. BACKER ROD & SEALANT EXISTING CANOPY TO REMAIN EXISTING STL ANGLE TO REMAIN EXISTING MASONRY VENEER TO REMAIN EXISTING BLOCKING TO REMAIN EXISTING STL LINTEL TO REMAIN DOOR, SEE SCHEDULE PTD HM FRAME ANCHOR HM FRAME TO EXISTING STL ANGLE & BLOCKING WD VENEER PANEL ON Z-CLIPS SECURED TO EXISTING SURFACE. SEE PLAN FOR LOCATION 1 1/4" 1 1/2" 5 1/4" 2" 3 1/4" WD TRIM SECURED TO HM FRAME REVEAL1/4"BLOCKING WITH MATCHING EDGEBANDING EXTERIORINTERIOR 1 1/4"1 1/2"5 1/4"2"3 1/4"REVEAL 1/4" ALIGN EXISTING BLOCKING TO REMAIN PTD HM FRAME ANCHOR HM FRAME TO EXISTING BLOCKING & MASONRY WD VENEER PANEL ON Z-CLIPS SECURED TO EXISTING SURFACE. SEE PLAN FOR LOCATIONWD TRIM SECURED TO HM FRAME BLOCKING WITH MATCHING EDGEBANDING EXISTING MASONRY VENEER TO REMAIN DOOR, SEE SCHEDULE EXTERIOR INTERIOR EXISTING MASONRY TO REMAIN EXISTING STI LINTELS TO REMAIN ANCHOR HM FRAME TO EXISTING STL LINTELS DOOR, SEE SCHEDULE 1/2" 1 1/2" 5 1/4" 2" 3 1/4"2"EXTERIORINTERIOR 2HR RATED CEILING SYSTEM. SEE RCP WD TRIM SECURED TO HM FRAME BACKER ROD & SEALANT AT PERIMETER OF HM FRAME PTD HM FRAME EXISTING PLASTER CEILING TO REMAIN EXISTING MASONRY VENEER TO REMAIN ANCHOR HM FRAME TO EXISTING MASONRY JAMB DOOR, SEE SCHEDULE 1/2"1 1/2"5 1/4"2"3 1/4"2" EXTERIOR INTERIOR WD TRIM SECURED TO HM FRAME PTD HM FRAME WD VENEER PANEL ON Z-CLIPS PTD GWB ON MTL FRAMING. SEE PLAN FOR P-TYPE REMOVABLE HARDWOOD PERIMETER FRAME CONCEALING SIGNAGE FRAME SIGNAGE MOUNTED BEHIND MILLWORK. SEE ELEVATION3"WD BLOCKING AT PERIMETER OF SIGNAGE3"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A803 Door Details & Signage 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 3" = 1'-0"A803 1 Signage Types & Details 3" = 1'-0"A803 2 Exterior Door Head at Lower Level 2 Egress Door 2L0048 3" = 1'-0"A803 4 Stair 1 Door Head Detail 3" = 1'-0"A803 5 Stair 1 Door Jamb Details 3" = 1'-0"A803 3 Exterior Door Jamb at Lower Level 2 Egress Door 2L0048 3" = 1'-0"A803 6 Exterior Door Head at Event Room Door L28D 3" = 1'-0"A803 7 Exterior Door Jamb at Event Room Door L28D 3" = 1'-0"A803 8 Exterior Door Head at Lower Level 3 Door 3L0041-A 3" = 1'-0"A803 9 Exterior Door Jamb at Lower Level 3 Door 3L0041-A No. Date Revision 3" = 1'-0"A803 10 Section Detail - Wayfinding Map TYPE ST-F STORM WINDOWSEE TYPESEE TYPE EQ EQ SEE TYPE X2X TYPE ST-B STORM WINDOW SEE TYPESEE TYPE EQ EQ TYPE ST-C STORM WINDOW (2 EQ WINDOW UNITS) OPERABLE PANE SHOWN DASHED OPERABLE PANE SHOWN DASHED OPERABLE PANE SHOWN DASHED IN OUTSEE TYPESTORM WINDOWS TO MATCH EXISTING WINDOW SIZES. VERIFY INTERIOR OPENING DIMENSIONS & SILL CONDITIONS IN IN INOUTOUTOUT TYP TYP FIXED PANE TYPE ST-G3 STORM WINDOW (HIGH, FIXED) TYPE ST-G1 STORM WINDOW (LOW, OPERABLE) INOUT SEE TYPE SEE TYPETYPE ST-G2 STORM WINDOW (LOW, FIXED) OPERABLE PANE SHOWN DASHED FIXED PANE SEE TYPESEE TYPE SEE TYPESEE TYPETYPE ST-H1 STORM WINDOW (LOW, FIXED) FIXED PANE SEE TYPE SEE TYPEFIXED PANE TYPE ST-H2 STORM WINDOW (HIGH, FIXED) SEE TYPE SEE TYPEA811 4 A811 6 NOTE: STORM WINDOWS TO MATCH EXISTING WINDOW SIZES. VERIFY INTERIOR OPENING DIMENSIONS & SILL CONDITIONS. PROVIDE DOUBLE-SLIDING STORM WINDOWS AT EXISTING OPERABLE WINDOW UNITS NEW PARTITION SEPARATING DINING AND EVENT ROOM DASHED FOR REFERENCE HIGH FIXED EX-H EX-G HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED HIGH FIXED EX-G EX-G EX-G EX-G EX-G EX-G EX-G EX-G EX-G EX-G EX-GEX-GEX-GEX-GEX-GEX-GEX-GEX-GEX-GEX-H LOW OPERABLE LOW OPERABLE LOW OPERABLE LOW FIXED LOW OPERABLE LOW OPERABLE LOW OPERABLE LOW FIXED LOW FIXED LOW FIXED ST-G1 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G3 ST-G2ST-G1ST-G1ST-G2EX-GST-G1ST-G2ST-G1ST-H1 ST-H2 ST-G3 ST-G3 4 6' - 3"5'-2 1/2" (V.I.F.)6'-0" (V.I.F.)4'-0" (V.I.F.)5'-2 1/2" (V.I.F.)5'-2 1/2" (V.I.F.)8'-7 1/2" (V.I.F.) EX-C EX-CEX-F A811 4 A811 6 A811 6 A811 6 A811 6 OH A811 4 OH A811 4 OH A811 4 A811 4 A811 4 A811 6 A811 5 A811 6 A811 6 A811 6MIN.6"MIN. 6" MIN. 6" VAPOR IMPERMEABLE AIR AND WATER BARRIER BEYOND PTD. WD SILL AND APRON MIN.6"PTD WD TRIM VAPOR IMPERMEABLE AIR AND WATER BARRIER BEYOND PTD WD TRIM PTD. WD SILL AND APRONMIN. 6" MIN. 6"MIN.6"MIN.6"MIN. 6" MIN. 6"MIN.6"MIN.6"VAPOR IMPERMEABLE AIR AND WATER BARRIER BEYOND PTD WD TRIM PTD. WD SILL AND APRON P4 P4AP4A P4 P4AP4A3'-0 1/2" (V.I.F)P4 P4AP4A 8'-0" AFF EXTERIOR INTERIOR 1'-0 1/8"EXISTING WALLPTD. WOOD SILL 5/8" PTD. GWB 3 5/8" METAL STUDS 1 1/2" CCP SPRAY FOAM INSULATION SLIDING STORM WDW PTD. GWB JAMB EXIST. FIXED SCREEN EXIST. STL WDW UNIT. SEE PLAN FOR TYPE AND LOCATION EXIST. LIMESTONE SILL BEYOND EXIST. WALL EXIST. WD SILL BYND PTD. WD TRIM 5 1/4"6" MIN. PT WOOD BLOCKING VAPOR IMPERMEABLE AIR AND WATER BARRIER 5 1/8" PARTITION BELOW FCU P4 P4A 1 5/8" CFMF DEMOLISH EXIST. WALL TO WHERE SHOWN ON DEMO PLANS PORTION OF EXIST. WALL TO REMAIN5/8" PTD. GWB 2 1/2" METAL STUDS 1/2" GAP 1 1/2" CCP SPRAY FOAM INSULATION PTD. WD SILL 2"5 1/8"EXISTING WALLSLIDING STORM WINDOW EXIST. FIXED SCREEN EXIST. STL WDW UNIT. SEE PLAN FOR TYPE AND LOCATION EXIST. LIMESTONE SILL BEYOND EXIST. WALL EXIST. WD SILL BYND PTD. WOOD TRIM EXTERIOR INTERIOR 5 1/4"5 1/4"VAPOR IMPERMEABLE AIR AND WATER BARRIER PT WOOD BLOCKING, TYP. BOTH SIDES INTERIOREXTERIOR5'-6" EXISTING STEEL WINDOW (V.I.F.)FACE OF ACOUSTICAL PANEL CEILING SEE RCP 6" EXTRUDED ALUM TRIM - PROVIDE CONNECTION CLIP TO FASTEN TO T-BAR FACE OF GWB CEILING 8'-3" A.F.F.3'-0 1/2"5'-2 1/2" STORM WINDOW ROUGH OPENING (V.I.F.)3 1/2" +/-3/4"3 7/8"1 1/8"1/4" 5" EXISTING WALL P 4 5 1/8"ALIGN1 5/8" BOX BEAM MANUAL ROLLER SHADE WITH POCKET. SECURE TO EXISTING WALL. AT LVL 1 & LVL 2 REUSE EXISTING SHADE DEVICES. EXIST. MASONRY WALL EXIST. LIMESTONE EXIST.WOOD SILL EXIST. SLAB EXIST. MASONRY WALL EXIST. STRUCTURE EXIST. WINDOW HEAD & WD TRIM EXIST. FIXED SCREEN SLIDING STORM WINDOW ACOUSTICAL PANEL CEILING - SEE RCP PTD. GWB CEILING - SEE RCP EXIST. BEAM 2 1/2" METAL STUDS 1 1/2" MIN. CLOSED-CELL POLYURETHANE SPRAY FOAM INSULATION PTD. WD TRIM PTD. GWB JAMB BEYOND FINISHED FACE OF GWB PARTITION BEYOND (P4A) PTD. 5/8" GWB HEAD 1/2" GAP PAINTED WOOD SILL AND APRON 5/8" GWB 2 1/2" METAL STUDS 1/2" GAP 1 1/2" MIN. CLOSED-CELL POLYURETHANE SPRAY FOAM INSULATION (R-22 MIN)4"WALL BASE AND FLOOR FINISH - SEE FINISH PLANS FOR MORE INFO EXISTING STL WDW UNIT. SEE PLAN FOR TYPE AND LOCATION PT WOOD BLOCKING 3/4" PT PLYWOOD PTD. WD TRIM BEYOND 3/4" PT PLYWOOD 6" MIN.VAPOR IMPERMEABLE AIR AND WATER BARRIER 6" MIN.VAPOR IMPERMEABLE AIR AND WAER BARRIER UNDERSIDE OF CONCRETE SLAB 9'-7" A.F.F. P 4A 1'-0" FCU 1'-2 1/2"2'-6"1'-3" AT WOOD ENCLOSURES 1'-2" ALL HWS AND HWR AND CONDENSATE PIPING TO BE CONCEALED IN PARTITIONS FOR SIDE OR REAR CONNECTION TO FCUALIGNLINE OF ALTERNATE CEILING 1'-3 15/16"8'-4 1/2" B.O. BEAM SEALANT OPERABLE STORM WINDOW, SLIDING TRACK K.0 MOTORIZED DUAL SHADE. SECURE TO EXISTING CONCRETE STRUCTURE. REMOVE FINISH AT STRUCTURE AS REQUIRED EXISTING CONCRETE STRUCTURE MOTORIZED SHADE FASCIA PLATE GWB CEILING, SEE RCP EXISTING WINDOW UNITSALIGN STORM WINDOW SECURED TO BLOCKING, SEE 1/A811 FOR TYPE & LOCATIONS 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A811 Window Elevations & Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A811 3 Storm Window Units 1/2" = 1'-0"A811 1 Existing Window Types - LL1 Event & Dining 1/2" = 1'-0"A811 2 Existing Window Types - Typ. Units 1 1/2" = 1'-0"A811 4 Typical Storm Window Jamb 1 1/2" = 1'-0"A811 5 Typical Storm Window Center Jamb @ EX-C 1 1/2" = 1'-0"A811 6 Typical Storm Window Head and Sill Details 1 1/2" = 1'-0"A811 7 Section Detail - Event Room Motorized Shades No. Date Revision 1" INSULATED GLAZING UNIT, TEMPERED WHERE GLAZING IS LOCATED LESS THAN 18" A.F.F. GLAZING LEGEND IGU 1/4" VISION GLASS, TEMPERED WHERE GLAZING IS LOCATED LESS THAN 18" A.F.F.VG 1" NOMINAL INSULATED METAL PANELINS 120 MIN. FIRE RATED GLAZING UNIT120M CURTAIN WALL 1 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 7 1/2" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 FOR DETAILS. CURTAIN WALL 2 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 6" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 & A814 FOR DETAILS CURTAIN WALL 2 ALTERNATE 1: HOPES WINDOW SYSTEM PAINTED HOT-ROLLED STEEL 1/4" PAINTED HOT-ROLLED STEEL MULLIONS SEE A814 FOR DETAILS STAIR 3 120 MIN. RATED WINDOW UNIT: SAFTI-FIRST 120 MIN. 250 SERIES WINDOW SYSTEM MULLION, 2 1/2" X 5" SIGHTLINE, TYPICAL SEE A814 FOR DETAILS GENERAL NOTES COORDINATE CURTAIN WALL ANCHOR LOCATIONS AT VERTICAL MULLION SUPPORTS WITH STEEL STAIR LANDING STRUCTURE. PAINT ALL CURTAIN WALL ANCHORS TO MATCH STEEL STAIR LANDING STRUCTURE. W4.1 G26 1'-1 1/2" 3'-6" 4'-0 1/2" 3'-11 1/2" WD VENEER PANEL OVERLAPS STOREFRONT JAMB, SHOWN DASHED12'-7 1/2" WALL BASE. SEE FINISH PLAN4" 7'-8"8'-0"3" 3" VG VG 20 A812 17 A812 20 A812 19 A812 6"6"6"1/2" REVEAL AT WD HEAD 29 A812 10044BVG W6.1 EQ EQ EQ EQEQEQEQ EQ EQ EQEQ EQ EQ EQEQ EQ EQ3'-2"3'-6 1/2" WD FRAMED STOREFRONT SYSTEM W/ INSULATED GLAZING VG 70'-11 3/4" 130 132 22 A812 22 A812 22 A812 22 A812 21 A812 TILE BASE4"6" WD MULLION AT DOOR JAMB, TYP. 3" TYP. 17 A81219 A812 18 A812 VGVGVG VG VG VGVG VG VG VG W6.2 VG 21 A812 25 A812 4" 7'-2"7'-6"BASE, SEE FINISH PLAN WD FRAMED STOREFRONT SYSTEM 4'-5 1/2" 19 A812 18 A812 W7.2 126 VG EQ EQ 17 A812 18 A812 19 A812 20 A812 4" 7'-8"8'-0"12'-0" 6"6"W9.12'-6"VG VG HARDWOOD BASE WOOD FRAMED STOREFRONT SYSTEM 4'-4" 4'-5" 4'-4" 13'-1"7'-6"6 1/2"27 A812 24 A812 19 A812 26 A812 23 A812 W9.2 VG VG HARDWOOD BASE WOOD FRAMED STOREFRONT SYSTEM 3'-8"7'-6"2'-6"6 1/2"24 A812 26 A812 28 A812 W9.3 VG 244 7'-2" HARDWOOD BASE WOOD FRAMED STOREFRONT SYSTEM 3'-10"7'-6"2'-6"6 1/2"23 A812 24 A812 28 A812 26 A812 WOOD FRAMED GLAZING SYSTEM W1.1 L28A IGU IGU IGU IGU IGU IGU SEE A504 FOR DETAILS 10 A504 8 A504 9 A504 7 A504 11 A504 12 A504 WOOD FRAMED GLAZING SYSTEM W1.2 L28B 9'-0"IGU IGU IGU IGU IGU IGU SEE A504 FOR DETAILS 11 A504 10 A504 12 A504 7 A504 9 A504 3'-0" AT W5.1 2'-6" AT W3.1 4" 7'-2" W3.1 7'-6"WALL BASE. SEE FINISH PLAN IGU 20 A812 18 A812 19 A812 VG W7.1 5 A814 18 A812 17 A812 19 A812 4" 7'-8"8'-0"6'-8 1/4" 20046 12'-9" WD FRAMED STOREFRONT7'-2"VG 6 1/2"4'-2 1/2" 4'-2 1/2"1'-0"3'-4"2'-6"W8.1 HARDWOOD BASE VG 28 A812 24 A81223 A812 26 A812 27 A812 VG VG EQ EQ EQ EQ IGU W2.1 3" TYP.6" WALL BASE. SEE FINISH PLAN4"7'-8"15'-8" IGU 8'-0"25 A812 17 A812 19 A812 18 A812 20 A812 G0040B W2.2 1'-5" IGU 7'-8"4"WALL BASE, SEE FINISH PLAN F.O. ADJACENT WD VENEER PANEL, SHOWN DASHED8'-0"IGU 25 A812 20 A812 19 A812 18 A812 6"6"6"W3.2 G34IGU6'-11"4"7'-3"3'-4 1/2"6'-0" AT W5.2 8'-10 1/2" AT W3.2 19 A812 18 A812 20 A812 17 A812 3/4" REVEAL WITH MATCHING EDGE-BANDING 5" HARDWOOD GLASS STOP TO MATCH ADJACENT FINISH 1 1/2" 2" 1 1/2" GLAZING, SEE ELEV. FOR TYPE HARDWOOD FIN ON Z- CLIPS2 1/2"6"VENEER PLY TO MATCH ADJACENT FINISH CORRIDOR SIDE ROOM SIDE 1/2"3/4"HARDWOOD GLASS STOP & TRIM 1 1/2" 1 1/2" GLAZING, SEE ELEV. FOR TYPE HARDWOOD FIN SECURED TO FRAMING WITH Z-CLIPS VENEER PLY TO MATCH ADJACENT FINISH 6" 2 1/2" ADJACENT PARTITION, SEE PLAN CORRIDOR SIDE ROOM SIDE3/4"HARDWOOD GLASS STOP TO MATCH ADJACENT FINISH GLAZING, SEE ELEV. FOR TYPE 3/4"VENEER PLY TO MATCH ADJACENT FINISH 6"3" WD SILL BEYOND CORRIDOR SIDE ROOM SIDE 3/4" 6"4"BASE, SEE FINISH PLAN HARDWOOD HARDWOOD GLASS STOP 1/2" REVEAL BTWN GLASS STOP & BASE. FINISH WITH MATCHING EDGE BANDING GLAZING, SEE ELEV. FOR TYPE FINISH FLOOR LEVEL, SEE FINISH PLAN3"HARDWOOD FIN BEYOND 2 1/4" HARDWOOD GLASS STOP & TRIM GLAZING, SEE ELEV. FOR TYPE HARDWOOD FIN SECURED TO FRAMING WITH Z-CLIPS VENEER PLY TO MATCH ADJACENT FINISH 3/4"6"ADJACENT PARTITION, SEE PLAN CORRIDOR SIDE ROOM SIDE REVEAL 1/2" 2 1/2"HARDWOOD GLASS STOP TO MATCH ADJACENT FINISH GLAZING, SEE ELEV. FOR TYPE3/4"HARDWOOD 6"6" WD SILL BEYOND CORRIDOR SIDE ROOM SIDE 3/4" VENEER PLYWOOD HARDWOOD GLASS STOP 1/2" REVEAL BTWN GLASS STOP & BASE. FINISH WITH MATCHING EDGE BANDING GLAZING, SEE ELEV. FOR TYPE HARDWOOD FIN BEYOND 2 1/4"6"2 1/2"1/2"CEILING WHERE OCCURS, SEE ELEVATION PARTITION, SEE PLAN 1/2" REVEAL CORRIDOR SIDEROOM SIDE 3/4" 1" 4 1/4" HARDWOOD GLASS STOP AT ROOM SIDE GLAZING, SEALANT, TAPE HARDWOOD MULLION 6 1/2"WD SILL BEYOND CORRIDOR SIDE ROOM SIDE 1" 1 3/4" 1 3/4" 1" HARDWOOD BASE GLAZING HARDWOOD SILL CORRIDOR SIDE ROOM SIDE HARDWOOD GLASS STOP AT ROOM SIDE 6 1/2"1"1 3/4"6 1/2"HARDWOOD GLASS STOP AT ROOM SIDE GLAZING, SEALANT, TAPE HARDWOOD MULLION CORRIDOR SIDE ROOM SIDE HARDWOOD TRIM 6 1/2"1"1 3/4"1"3/4" HARDWOOD GLASS STOP AT ROOM SIDE GLAZING, SEALANTS, TAPE PARTITION, SEE PLAN 6 1/2"HARDWOOD TRIM CORRIDOR SIDE ROOM SIDE 1"1 3/4"3/4"HARDWOOD GLASS STOP AT ROOM SIDE GLAZING, SEALANTS, TAPE PARTITION, SEE PLAN 6 1/2" HARDWOOD TRIM CORRIDOR SIDE ROOM SIDE 1"1 3/4"3/4" HARDWOOD TRIM 3"1 1/4" G0041-B W4.2 4" WD PARTITION AT JAMB. SEE A511 WD VENEER PANEL OVERLAPS STOREFRONT JAMB, SHOWN DASHED 3'-11" 4'-0 1/2" 3'-6" 2'-7 1/2" 14'-1" JAMB 4" WD WALL BASE. SEE FINISH PLAN VGVG 20 A812 17 A812 19 A812 6"6"8'-3"9"1/2" REVEAL AT WD HEAD 3" 6" 29 A812 VENEER PLYWOOD HARDWOOD GLASS STOP 1/2" REVEAL BTWN GLASS STOP & CEILING. FINISH WITH MATCHING EDGE BANDING GLAZING, SEE ELEV. FOR TYPE 2 1/2"1/2"SEE ELEV.CEILING WHERE OCCURS, SEE ELEVATION 1/2" REVEAL LOGGIA SIDEROOM SIDE 3/4" 1" 4 1/4" 1/2" REVEAL VENEER PLYWOOD CEILING WHERE OCCURS, SEE ELEVATION 6" 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A812 Storefront Elevations & Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A812 7 Storefront Elevation 1/4" = 1'-0"A812 10 Storefront Elevation 1/4" = 1'-0"A812 9 Storefront Elevation 1/4" = 1'-0"A812 12 Storefront Elevation 1/4" = 1'-0"A812 14 Storefront Elevation 1/4" = 1'-0"A812 15 Storefront Elevation 1/4" = 1'-0"A812 16 Storefront Elevation 1/4" = 1'-0"A812 1 Storefront Elevation 1/4" = 1'-0"A812 2 Storefront Elevation 1/4" = 1'-0"A812 5 Storefront Elevation 1/4" = 1'-0"A812 11 Storefront Elevation 1/4" = 1'-0"A812 13 Storefront Elevation 1/4" = 1'-0"A812 3 Storefront Elevation 1/4" = 1'-0"A812 4 Storefront Elevation 1/4" = 1'-0"A812 6 Storefront Elevation 3" = 1'-0"A812 22 6" Wood Storefront Double Fin 3" = 1'-0"A812 21 6" Wood Storefront Fin Jamb 3" = 1'-0"A812 17 6" Wood Storefront Typ. Vertical Mullion 3" = 1'-0"A812 19 6" Wood Storefront Sill 3" = 1'-0"A812 20 6" Wood Storefront Jamb 3" = 1'-0"A812 25 6" Wood Storefront Square Corner 3" = 1'-0"A812 18 6" Wood Storefront Head 3" = 1'-0"A812 27 Level 1/2 Wood Storefront Vert Mullion 3" = 1'-0"A812 28 Level 1/2 Wood Storefront Sill 3" = 1'-0"A812 24 Level 1/2 Wood Storefront Horiz Mullion 3" = 1'-0"A812 23 Level 1/2 Wood Storefront Jamb 3" = 1'-0"A812 26 Level 1/2 Wood Storefront Head 1/4" = 1'-0"A812 8 Storefront Elevation 3" = 1'-0"A812 29 6" Wood Storefront Head at Loggia No. Date Revision LL2 10' - 1" LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 4 A411 5'-4" O.A. CW1.1 FACE OF EXISTING BUILDING FACADE INTERIOR CURTAIN WALL ANCHOR CLIP TO STRUCTURE. SEE STRUCT. DWGS INTERIOR CURTAIN WALL ANCHOR CLIP TO STRUCTURE. SEE STRUCT. DWGS C-CHANNEL MULLION CAP 4" MULLION CAP EXTENSION, TYP. IGU 10 A813 7 A813 9 A813 6 A813 8 A813 5 A813 SSG CORNER MULLION SHOWN DASHED ROOF CONSTRUCTION INS IGU 3.1 1" EXP JT C-CHANNEL MULLION CAP: B.O.D. KAWNEER S-1294 3'-8"43'-8" O.A.3'-1"2'-0" 6'-11 1/4" 2'-7" 7'-6" 2'-7" 7'-6" 2'-7" 9'-8 1/2" 2'-3 1/4" IGU 4.0 2 A813 L4 16' - 3" F G CW1.2 43'-8" O.A.IGU IGU F.1 F.2 2'-3" 10'-2" 2'-3" 15'-4" O.A.2'-0" 6'-11 1/4" 2'-7" 7'-6" 2'-7" 7'-6" 2'-7" 9'-8 1/2" 2'-3 1/4" MULLION BEYOND GLAZING AT SSG JOINTS SHOWN DASHED 45 DEG. CORNER MULLION BEYOND GLAZING SHOWN DASHED IGU IGUIGU IGUIGU IGU IGU IGU IGUIGU IGU 1'-0" SECTION AT TYPICAL LANDING FOR REFERENCE 2'-7" 2'-6 1/2" 2'-6 1/2" 2'-6 1/2" 2'-6 1/2" 2'-7" 4" MULLION CAP EXTENSION 4" MULLION CAP EXTENSION 4" MULLION CAP EXTENSION C-CHANNEL MULLION CAP: B.O.D. KAWNEER S-1294 MULLION CAP INTERIOR CURTAIN WALL ANCHOR CLIP TO STRUCTURE, SEE STRUCT. DWGS INTERIOR CURTAIN WALL ANCHOR CLIP TO STRUCTURE, SEE STRUCT. DWGS 3 A411 4" MULLION CAP EXTENSION 3'-8"10 A813 8 A813 9 A813 7 A813 6 A813 4 A813 3 A813 IGU3'-1"8 A813 8 A813 5 A813 5 A813 5 A813 5 A813 IGU IGU INS INS 4"4" L4 16' - 3" LL2 10' - 1" LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 1 A613 CW1.3 1" BUILDING EXPANSON JOINT, CONTINUOUS AT HEIGHT OF CURTAIN WALL IGU FACE OF EXISTING BUILDING FACADE 4" MULLION CAP EXTENSION 8 A813 5 A813 10 A813 7 A813 9 A813 IGU 3'-5" 1" EXP JT. IGU INS 3.1 2'-3 1/4"9'-8 1/2"2'-7"7'-6"2'-7"7'-6"2'-7"6'-11 1/4"2'-0"3'-1"43'-8" O.A.3'-8"4.0 1 A813 L4 16' - 3" 1" INSULATED GLAZING UNIT, TEMPERED WHERE GLAZING IS LOCATED LESS THAN 18" A.F.F. GLAZING LEGEND IGU 1/4" VISION GLASS, TEMPERED WHERE GLAZING IS LOCATED LESS THAN 18" A.F.F.VG 1" NOMINAL INSULATED METAL PANELINS 120 MIN. FIRE RATED GLAZING UNIT120M CURTAIN WALL 1 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 7 1/2" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 FOR DETAILS. CURTAIN WALL 2 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 6" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 & A814 FOR DETAILS CURTAIN WALL 2 ALTERNATE 1: HOPES WINDOW SYSTEM PAINTED HOT-ROLLED STEEL 1/4" PAINTED HOT-ROLLED STEEL MULLIONS SEE A814 FOR DETAILS STAIR 3 120 MIN. RATED WINDOW UNIT: SAFTI-FIRST 120 MIN. 250 SERIES WINDOW SYSTEM MULLION, 2 1/2" X 5" SIGHTLINE, TYPICAL SEE A814 FOR DETAILS GENERAL NOTES COORDINATE CURTAIN WALL ANCHOR LOCATIONS AT VERTICAL MULLION SUPPORTS WITH STEEL STAIR LANDING STRUCTURE. PAINT ALL CURTAIN WALL ANCHORS TO MATCH STEEL STAIR LANDING STRUCTURE. 2 1/2"1"7 1/2"ADJACENT WALL. SEE PLAN CONT. BACKER ROD & SEALANT OR EXPANSION JOINT, SEE PLAN 1"7 1/2"4"2 1/2" MULLION CAP EXTENSION, B.O.D. KAWNEER H-227 2 1/2" 1/2"1"7 1/2" OR 6"SSG BUTT-JOINT BTWN GLAZING UNITS 1" IGU 2 1/2"1/2" 1" 7 1/2" PLANE OF WATER FLOW AT UNOBSTRUCTED WEEP HOLES 1" IGU 7 1/2" 4"2 1/2"MULLION CAP EXTENSION, B.O.D. KAWNEER H-227 7 1/2" 2"2 1/2"3/4" SEE SECTION FOR ADJACENT SOFFIT ALUM. MULLION CAP. B.O.D: KAWNEER S-1294 4"2 1/2"1" 7 1/2" PLANE OF WATER FLOW AT UNOBSTRUCTED WEEP HOLES 1" IGU SEE ELEVATION FOR LOCATIONS MULLION CAP EXTENSION, B.O.D. KAWNEER H-2272 1/2"7 1/2" PLANE OF WATER FLOW AT UNOBSTRUCTED WEEP HOLES 1" IGU OR INSUL. MTL. PANEL. SEE ELEV. ALUM. MULLION CAP. B.O.D: KAWNEER S-1294 SEE ELEVATION FOR LOCATIONS1/2" 1 1/2" 1/2" 1" 7 1/2" EXTENDED MULLION CAP BEYOND, WHERE OCCURS. SEE ELEVATIONS 45 DEGREE CORNER MULLION SSG BUTT-JOINT AT GLAZED CORNER2 1/2"MITERED MULLION JOINTS AT CORNERS, TYP. ADJACENT WALL. SEE PLAN CONT. BACKER ROD & SEALANT OR EXPANSION JOINT, SEE PLAN 1"7 1/2"GUTTER SECURED TO MULLION 4"4"4"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A813 Curtain Wall 1 Elevations & Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A813 1.1 CW1.1 - Curtain Wall West Elevation 1/4" = 1'-0"A813 1.2 CW1.2 - Curtain Wall West Elevation 1/4" = 1'-0"A813 1.3 CW1.3 - Curtain Wall West Elevation 3" = 1'-0"A813 3 Mullion - Typ. Vert 3" = 1'-0"A813 1 Mullion - Typ. Vert Jamb 3" = 1'-0"A813 4 Mullion - Vertical SSG 3" = 1'-0"A813 5 Mullion - Typ. Horiz 3" = 1'-0"A813 6 Mullion - Horiz. Head 3" = 1'-0"A813 7 Mullion - Typ. Sill 3" = 1'-0"A813 8 CW Mullion - Horiz 4" Cap 3" = 1'-0"A813 9 Mullion - Horiz C-Cap 3" = 1'-0"A813 10 Mullion - 45 Degree Corner SSG 3" = 1'-0"A813 2 Mullion - 4" Jamb No. Date Revision SSG JOINT, TYP C-MULLION CAP EXTENSION, B.O.D. KAWNEER S-1294, TYP. INSULATED METAL SPANDREL PANEL AT INTERIOR & EXTERIOR EXIST. COLUMN CAPS SHOWN DASHED SHOWN FROM EXTERIOR CW2.1 4" MULLION CAP EXTENSION, B.O.D. KAWNEER H-227 IGU IGU INS 3 A412 4 A814 4 A813 5 A814 1'-0" 5'-6" 1'-9" EQ 2'-0" 2'-0" EQ ALTERNATE: PTD HOT ROLLED STL WINDOW SYSTEM BOD: HOPES WINDOWS INSULATED METAL SPANDREL PANEL AT INTERIOR & EXTERIOR PTD. STEEL JAMB MULLION EXIST. COLUMN CAPS SHOWN DASHED CW2.2 INS IGU IGU C-MULLION CAP EXTENSION, B.O.D. KAWNEER S-1294, TYP. SHOWN FROM EXTERIOR 3 A412 5 A814 2'-8"1'-0" 5'-6" 1'-9" ALTERNATE: PTD HOT ROLLED STL WINDOW SYSTEM BOD: HOPES WINDOWS SHOWN FROM EXTERIOR G0041-A CW2.3 SSG JOINT, TYP EXIST. COLUMN CAPS SHOWN DASHED INS IGU IGU EXIT DOOR, SEE SCHEDULE 3 A412 5 A814 C-MULLION CAP EXTENSION, B.O.D. KAWNEER S-1294, TYP. 4" MULLION CAP EXTENSION, B.O.D. KAWNEER H-227 1'-0" 5'-6" 1'-9" 2'-0 1/2" 2'-0 1/2" 4 A814 4 A813 ALTERNATE: PTD HOT ROLLED STL WINDOW SYSTEM BOD: HOPES WINDOWS 1"6"2 1/2"3 1/2"9 1/2"MULLION CAP EXTENSION, B.O.D. KAWNEER H-227 ADJACENT WALL. SEE PLAN CONT. BACKER ROD & SEALANT OR EXPANSION JOINT, SEE PLAN 1"6"MULLION CAP 1 1/4"1"1 1/2" 1 1/2" 1" 1 1/4" INTERIOR EXTERIOR 1 1/2"10 1/2"3/4"1 1/4" 1" 1 1/2" 3/16" 1" INSULATED GLAZING UNIT, TEMPERED WHERE GLAZING IS LOCATED LESS THAN 18" A.F.F. GLAZING LEGEND IGU 1/4" VISION GLASS, TEMPERED WHERE GLAZING IS LOCATED LESS THAN 18" A.F.F.VG 1" NOMINAL INSULATED METAL PANELINS 120 MIN. FIRE RATED GLAZING UNIT120M CURTAIN WALL 1 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 7 1/2" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 FOR DETAILS. CURTAIN WALL 2 BASIS OF DESIGN: KAWNEER 1600 SYSTEM 2, MULLION, 6" X 2 1/2" SIGHTLINE TYPICAL. SEE ELEVATIONS FOR NOTES. SEE A813 & A814 FOR DETAILS CURTAIN WALL 2 ALTERNATE 1: HOPES WINDOW SYSTEM PAINTED HOT-ROLLED STEEL 1/4" PAINTED HOT-ROLLED STEEL MULLIONS SEE A814 FOR DETAILS STAIR 3 120 MIN. RATED WINDOW UNIT: SAFTI-FIRST 120 MIN. 250 SERIES WINDOW SYSTEM MULLION, 2 1/2" X 5" SIGHTLINE, TYPICAL SEE A814 FOR DETAILS GENERAL NOTES COORDINATE CURTAIN WALL ANCHOR LOCATIONS AT VERTICAL MULLION SUPPORTS WITH STEEL STAIR LANDING STRUCTURE. PAINT ALL CURTAIN WALL ANCHORS TO MATCH STEEL STAIR LANDING STRUCTURE. G0040A CW2.4 SEE SCHED SEE SCHED6" ALUMINUM CURTAIN WALL DOOR FRAME, FINISH TO MATCH CW2 SYSTEM ALTERNATE: PTD HOT ROLLED STL WINDOW SYSTEM BOD: HOPES WINDOWS LEVEL 1 40' - 4" EXISTING MASONRY VENEER EXISTING STONE HEADER WITH STEEL LINTEL EXISTING STONE SILL2'-10" M.O. VIF1'-6" M.O. VIF 120 MIN. RATED WINDOW UNIT W-R1 EXISTING MASONRY OPENING, VIF 11 A814 11 A814 120M 13 A8142'-2" VIF8" VIF11 2 1/2"3/8"EXISTING STONE SILL EXISTING MASONRY VENEER MAINTAIN EXISTING FABRIC FLASHING CONTINUOUS FR SEALANT JOINT AT PERIMETER, EA SIDE OF WINDOW UNIT 120 MIN. RATED GLAZING 5" CONTINUOUS FR SEALANT JOINT AT PERIMETER, EA SIDE OF WINDOW UNIT MAINTAIN EXISTING FABRIC FLASHING EXISTING STONE HEAD EXISTING STEEL LINTEL 120 MIN. RATED GLAZING REPLACE EXISTING INTERIOR WOOD FINISHES WITH MATCHING OAK TRIM & EDGE EXISTING MASONRY BLOCK CONSTRUCTION EXISTING MASONRY CONSTRUCTION MAINTAIN EXISTING INSULATION MAINTAIN EXISTING INSULATION FR PT BLOCKING REPLACE EXISTING INTERIOR WOOD FINISHES WITH MATCHING OAK TRIM & EDGE ANCHOR HEAD TO BLOCKING & EXISTING MASONRY CONSTRUCTION ANCHOR SILL TO 16 GA STEEL PLATE SECURED TO EXISTING MASONRY CONSTRUCTION WOOD VENEER AT INTERIOR & EXTERIOR FACE OF MULLION TO MATCH EXISTING STAIR 2 WINDOW UNITS WOOD VENEER AT INTERIOR & EXTERIOR FACE OF MULLION TO MATCH EXISTING STAIR 2 WINDOW UNITS EXTERIOR INTERIOR 4 1/2"1'-1"3/4" 1111 CONTINUOUS FR SEALANT JOINT AT PERIMETER, EA SIDE OF WINDOW UNIT EXISTING MASONRY VENEER 120 MIN. RATED GLAZING MAINTAIN EXISTING INSULATION FILL CAVITY AT JAMBS WITH RIGID INSULATION 3" MIN.4 1/2"5"1'-1"3/4"EXISTING MASONRY CONSTRUCTION REPLACE EXISTING INTERIOR WOOD FINISHES WITH MATCHING OAK TRIM & EDGE ANCHOR JAMB TO EXISTING MASONRY CONSTRUCTION WOOD VENEER AT INTERIOR & EXTERIOR FACE OF MULLION TO MATCH EXISTING STAIR 2 WINDOW UNITS INTERIOR EXTERIOR 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A814 Curtain Wall 2 Elevations & Details 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A814 1 CW2.1 - Curtain Wall Elevation 1/4" = 1'-0"A814 2 CW2.2 - Curtain Wall Elevation 1/4" = 1'-0"A814 3 CW2.3 - Curtain Wall Elevation 3" = 1'-0"A814 4 6" Mullion - 4" Extension 3" = 1'-0"A814 5 6" Mullion - Typ. Jamb 6" = 1'-0"A814 6 Flat Plate Mullion (Plan Detail) 6" = 1'-0"A814 7 Jamb with Flat Plate (Plan Detail) 6" = 1'-0"A814 8 Window Sill Tall 6" = 1'-0"A814 9 Window Head ALTERNATE 1: AT CURTAIN WALL 2.1, 2.2, 2.3 (SEE A813) PAINTED HOT-ROLLED WINDOW SYSTEM WITH 1/4" PAINTED HOT- ROLLED STEEL PLATE MULLIONS 1/4" = 1'-0"A814 12 CW2.4 - Curtain Wall Elevation 1" = 1'-0"A814 10 120 Min. Rated Window W-R1 Elevation 3" = 1'-0"A814 11 120 Min. Rated Window Head & Sill 3" = 1'-0"A814 13 120 Min. Rated Window Jamb No. Date Revision P2 CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD BOTH SIDES DEEP LEG DEFLECTION TRACK 5/8" GWB BOTH SIDES @ 5/8" WATER RESISTANT BACKING BOARD BOTH SIDES @ CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD BOTH SIDES SCHEDULED BASE 3 5/8" MTL. STUDS @16" O.C. @ 6" MTL. STUDS @16" O.C. @ P2 P2A GWB PARTITION (3 5/8" MTL STUDS) P2A GWB PARTITION (6" MTL STUDS) 4 7/8"@ P2, P2B, P2D, P2F P1 CONTINUOUS PAINTABLE SEALANT BEAD DEEP LEG DEFLECTION TRACK 5/8" GWB, SINGLE-SIDED @ 5/8" WATER RESISTANT BACKING BOARD, SINGLE-SIDED @ CONTINUOUS PAINTABLE SEALANT BEAD SCHEDULED BASE 3 5/8" MTL. STUDS @16" O.C. @ 6" MTL. STUDS @16" O.C. @ P1 P1A GWB PARTITION - SINGLE SIDED (3 5/8" MTL STUDS) GWB PARTITION - SINGLE SIDED (6" MTL STUDS) @ P1, P1B P1A 4 1/4" GWB PARTITION - SINGLE SIDED (3 5/8" MTL STUDS)P1B GWB PARTITION - SINGLE SIDED (6" MTL STUDS)P1C 6 5/8"@ P1A, P1C P1B P1C P2B P2C GWB PARTITION (3 5/8" MTL STUDS)P2B P2 P2A P2B P2C 7 1/4"@ P2A, P2C, P2E 3" SOUND ATTENUATION BATT INSULATION 3" SOUND ATTENUATION BATT INSULATION P3 CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD BOTH SIDES DEEP LEG DEFLECTION TRACK (2) LAYERS 5/8" GWB BOTH SIDES @ CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD BOTH SIDES SCHEDULED BASE 3 5/8" MTL. STUDS @16" O.C. @ 6" MTL. STUDS @16" O.C. @ ACOUSTIC GWB PARTITION (3 5/8" MTL STUDS) P3A ACOUSTIC GWB PARTITION - 2 HR RATED (3 5/8" MTL STUDS) 8 1/2" @ P3, P3A, P3C @ P3B, P3D 3" SOUND ATTENUATION BATT INSULATION P3 P3B 6 1/8" P3A P3 P7 CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD (2) LAYERS 5/8" GWB TYPE "X" CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD SCHEDULED BASE 4" C-H MTL STUDS @ 6" C-H MTL STUDS @ 2 HR SHAFT WALL ASSEMBLY (4" C-H STUDS) 5 1/4" P5 CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD EX. STRUCTURE ABOVE DEEP LEG DEFLECTION TRACK 5/8" GWB CONTINUOUS PAINTABLE FIRE RETARDANT SEALANT BEAD SCHEDULED BASE 2 1/2" MTL. STUDS @16" O.C. @ 7/8" HAT CHANNELS @ GWB FURRING (2 1/2" MTL STUDS) P5A @ P5 @ P5A EXISTING / NEW CONSTRUCTION P5 P5A 3 1/8" 1 1/2" GWB FURRING (7/8" HAT CHANNELS) P1 P1B P1A P1C GWB PARTITION (3 5/8" MTL STUDS)P2C 1" LINER PANEL 5/8" GWB ONE SIDE AND 5/8" WATER RESISTANT BACKING BOARD OPP SIDE @ P2D GWB ONE SIDE AND WR BACKING BOARD OPP SIDE WATER RESISTANT BACKING BOARD BOTH SIDES P2D P7A 2 HR SHAFT WALL ASSEMBLY (6" C-H STUDS) P7 P7A 7 1/4" @ P7 @ P7A WATER RESISTANT BACKING BOARD WATER RESISTANT BACKING BOARD P2E P3B ACOUSTIC GWB PARTITION (6" MTL STUDS) P2F P2F FIRE RETARDANT SEALANT BEAD 1" GYP BD LINER PANEL CH STUDS AT 24" O.C. MAX (2) LAYERS 5/8" TYPE X GWB 'J' RUNNER AT PERIMETER P7 HORIZONTAL SHAFT WALL - 2 HOUR RATED RATED PARTITION 5/8" GWB TYPE "X" BOTH SIDES @ P3A (2) LAYER 5/8" GWB TYPE "X" BOTH SIDES @ PARTITION TYPE NOTES: 1. TYPICAL PARTITION IS TYPE P2 UNLESS OTHERWISE NOTED. 2. PROVIDE ABUSIVE RESISTANT GWB FULL HEIGHT IN ALL CORRIDORS + STAIRS. 3. PROVIDE ABUSE RESISTANT GWB TO 4' - 0" ABOVE FINISH FLOOR IN THE FOLLOWING ROOMS: 2 HR RATED ASSEMBLY NER 258 2 HR RATED - UL NO. U423 EX. STRUCTURE ABOVE EX. STRUCTURE ABOVEEX. STRUCTURE ABOVEEX. STRUCTURE ABOVE 2 HR RATED - UL NO. U415 2 HR RATED - UL NO. U415 GWB PARTITION (3 5/8" MTL STUDS)P2F 1 HR RATED - UL NO. U419 P3C ACOUSTIC GWB PARTITION - 2 HR RATED (6" MTL STUDS) P3D ACOUSTIC GWB PARTITION (6" MTL STUDS) GWB ONE SIDE AND WR BACKING BOARD OPP SIDE P3D (1) LAYER 5/8" WATER RESISTANT BACKING BOARD AT ONE SIDE @ P3D P3E ACOUSTIC GWB PARTITION (6" MTL STUDS) WR BACKING BOARD BOTH SIDES (1) LAYER WATER RESISTANT BACKING BOARD BOTH SIDES @ P3E 4. AT ALL INTERIOR METAL STUD FRAMING PROVIDE 20 GA. GALV. STEEL STUDS. AT ALL METAL FURRING CHANNELS, PROVIDE HAT SHAPED, 25 GA. GALV. STEEL CHANNELS. ANCHOR STUDS TO FLOOR RUNNERS WITH (1) #10 SELF DRILLING SHEET METAL SCREW IN EACH FLANGE. PROVIDE SNAP-IN OR SLOTTED HOLE SLIP JOINT BOLT CONNECTIONS OF STUDS TO CEILING RUNNERS LEAVING SPACE FOR MOVEMENT. 5. AT ALL METAL FLOOR AND CEILING RUNNERS, PROVIDE 20 GA., GALV. STEEL STUDS (1 1/4" MIN FLANGES AT TOP RUNNERS). PROVIDE POSITIVE MECHANICAL CONNECTION OF FRAMING TO STRUCTURE, ALLOWING FOR VERT. MOVEMENT WITHIN CONNECTIONS. MINIMUM OF 20 GA. GALV. STEEL FOR CLIPS, 25 GA. GALV. STEEL FOR CEILING RUNNERS, PROVIDING A FRICTION FREE - ANTI SEIZURE MOVEMENT CAPACITY. ANCHOR RUNNERS WITH POWER-DRIVEN ANCHORS TO FLOOR SLAB AND STRUCTURAL SLAB ABOVE AT EA. VERTICAL STUD LOCATION (16" O.C., TYP.). 6. AT SUSPENDED CEILING AND FASCIA SUPPORTS, MAIN RUNNERS TO BE 1-1/2" STEEL CHANNELS, COLD ROLLED AT .475 LBS PER FT. HANGERS TO BE GALV., 1" X 1" X 3/16" FLAT STEEL ANGLE CLIPS ANCHORED TO SLAB WITH (1) POWDER ACTUATED FASTENER PER CLIP. PROVIDE MIN. 12 GA. GALV. WIRE HANGERS. 7. INSTALL METAL STUD HORIZONTAL BRACING WHEREVER VERTICAL STUDS ARE CUT OR WALLBOARD IS CUT FOR PENETRATIONS, ANCHOR BRACING TO VERTICAL STUDS WITH (4) #10 SELF DRILLING SHEET METAL SCREWS. 8. AT JAMBS OF DOOR FRAMES, INSTALL DOUBLED UP STUDS FROM FLOOR TO UNDERSIDE OF STRUCTURAL DECK. PROVIDE CROSS BRACES FROM HOLLOW METAL FRAMES TO UNDERSIDE OF SLAB. 9. OVER HEADS OF DOOR FRAMES, INSTALL CUT TO LENGTH SECTION OF RUNNER WITH FLANGES SLIT AND WEB BENT TO ALLOW FLANGES TO OVERLAP ADJACENT VERTICAL STUDS. ANCHOR WITH SHEET METAL SCREWS. INSTALL CUT TO LENGTH VERTICAL STUDS FROM RUNNER TO CEILING RUNNER 16" MAXIMUM O.C. ANCHOR STUDS TO RUNNERS WITH (1) #10 SELF DRILLING SHEET METAL SCREW IN EA. FLANGE. 10. PROVIDE CONTINUOUS 16 GA. X 8" WIDE GALV. STEEL WALL PLATE SCREWED TO STUDS AS REQUIRED FOR SUPPORT OF RAILINGS, TOILET PARTITIONS, AND OTHER ITEMS SUPPORTED ON DRYWALL PARTITIONS AND WALLS. PLATE TO EXTEND TO NEXT STUD PAST LENGTH OF GRAB BAR OR OTHER WALL MOUNTED ITEMS. CONCEALED REINFORCEMENT SHALL SPAN BETWEEN METAL STUDS AND BE ATTACHED USING (2) SELF TAPPING PAN HEAD SCREWS AT EACH STUD. 2 HR RATED - UL NO. U423 P1D(2) LAYERS GWB, SINGLE-SIDED @ GWB PARTITION - SINGLE SIDED (3 5/8" MTL STUDS)P1D 2 LAYERS GWB 4 7/8"@ P1D 4" NOM. DIAMETER OR SMALLER STEEL PIPE, CONDUIT, COPPER TUBING OR COPPER PIPE. FIRE STOPPING SEALANT - MIN. 3/4" THICKNESS @ 2HR PARTITION, 5/8" MIN. @ 1HR PARTITION. FIRE RATED GWB PARTITION, SEE PARTITION TYPES FOR DETAIL MIN. 1" THICKNESS OF MIN 3.5 PCF FIBERGLASS INSULATION WRAPPED AROUND PENETRANT & SECURED WITH NO. 24 AWG WIRE TIE. UL SYSTEM NO. W-L-1029 1 AND 2 HOUR RATED PIPE PENETRATION 4" NOM. DIAMETER OR SMALLER CONDUIT, 6" NOM DIAM. OR SMALLER COPPER TUBING OR COPPER PIPE. 24" NOM. DIAMETER OR SMALLER STEEL OR IRON PIPE. FIRE STOPPING SEALANT - MIN. 5/8" THICKNESS MIN 6" CONCRETE WALL OR UL CLASSIFIED CONCRETE BLOCK WALL UL SYSTEM NO. W-J-1030 2 HOUR RATED PIPE PENETRATION MIN 4 1/2" THICK CONCRETE FLOOR (8" EX. CONC SLAB, TYP.) MIN 3" THICKNESS OF MIN 6 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING STEEL DUCT - MAX 60" X 36" MIN 4 1/2" THICK CONCRETE FLOOR (8" EX. CONC. SLAB, TYP.) MIN 3" THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING. MIN. 1/2" THICK FIRE STOPPING SEALANT AT TOP SURFACE OF FLOOR, BOTH SIDES, TYP. MIN. 16 GA. GALV STEEL ANGLES ON ALL SIDES OF DUCT, SIZED TO LAP DUCT 2" AND LAP PERIMETER OPENING 1" UL SYSTEM NO. C-AJ-1142 2 HOUR RATED PIPE PENETRATION 3" NOM. DIAMETER OR SMALLER CONDUIT, 3" NOM DIAM. OR SMALLER COPPER TUBING OR COPPER PIPE. 3" NOM. DIAMETER OR SMALLER STEEL OR IRON PIPE. FIRE STOPPING SEALANT - MIN. 1" THICKNESS UL SYSTEM NO. C-AJ-7027 2 HOUR RATED DUCT PENETRATION P4 CONTINUOUS PAINTABLE SEALANT BEAD DEEP LEG DEFLECTION TRACK 1/2" SPACING BETWEEN INSULATION & MTL FRAMING 6 3/8" SPACING CONTINUOUS PAINTABLE SEALANT BEAD SCHEDULED BASE 2 1/2" MTL. STUDS @16" O.C. GWB PARTITION - SINGLE SIDED (2 1/2" MTL STUDS) EX. STRUCTURE ABOVE CLOSED CELL SPRAY FOAM INSULATION AT EXTERIOR WALLS EXISTING EXTERIOR MASONRY WALL 1 1/2" MIN. CLOSED-CELL POLYURETHANE SPRAY FOAM INSULATION P4 5/8" GWB, SINGLE-SIDED 1/2" OR 6 3/8" GAP 2 1/2" OR 3 5/8" 5/8" GWB P8 CONTINUOUS PAINTABLE SEALANT BEAD BOTH SIDES DEEP LEG DEFLECTION TRACK 5/8" GWB BOTH SIDES @ 5/8" WATER RESISTANT BACKING BOARD, SINGLE-SIDED @ CONTINUOUS PAINTABLE SEALANT BEAD BOTH SIDES SCHEDULED BASE (2) 3 5/8" MTL. STUDS @16" O.C. GWB PARTITION (TWO COURSES 3 5/8" MTL STUDS) 9"@ P8 @ P8A 3" SOUND ATTENUATION BATT INSULATION IN EACH STUD CAVITY EX. STRUCTURE ABOVE 1/2" SPACE BETWEEN STUDS 1 1/2" INSUL 12" P4A 5 1/8" 5/8" GWB, SINGLE-SIDED @ P8 P8A P8 P8A GWB PARTITION (TWO COURSES 3 5/8" MTL STUDS) WATER RESISTANT BACKING BOARD 9 5/8" P4A GWB PARTITION - SINGLE SIDED (3 5/8" MTL STUDS) SEE 3/A413 CLOSED CELL SPRAY FOAM INSULATION AT WINDOW FCU 3 5/8" MTL. STUDS @16" O.C.P4A P4 P4A 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A901 Partition Types 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationNo. Date Revision UP DN DNUP FD FD STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58J WC 3L0021 SERVICE 3L0068 SERVICE 3L0063 SERVICE 3L0066 MACHINE ROOM 3L0060 ELEV. 3L0070JC 3L0061 SERVICE 3L0062 VESTIBULE 3L0041 STAIR 1 3L0001 SERVICE 3L0065 STUDENT OFFICER 3L58H STUDENT OFFICER 3L58G STUDENT OFFICER 3L58E STUDENT OFFICER 3L58D STUDENT OFFICER 3L58C STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 B-2 CPT-2 B-2 CPT-2 F1 F1 F1 F1 F1F1 F1P-2 P-2 F3 EDITORS 2L58B EDITORS 2L58C EDITORS 2L58D LAW REVIEW READING ROOM 2L58 ELEV. 2L0070 JLPP READING ROOM 2L46 OFFICE 2L46A JC 2L0061STAIR 1 2L0001 MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 LII BULLETIN OFFICE 2L37 SHARED ADMIN OFFICE 2L39 STAIR 2 2L0002 ELEVATOR VESTIBULE 2L0041 STG 2L0069 STG 2L0067 CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 CPT-2 B-2 CPT-1 B-2 PT-1 CWT-1 PT-1 CWT-1 CPT-1 B-2 CPT-2 B-2 CPT-1 B-2 RF-1 B-3 CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 JLPP CONFERENCE ROOM 2L46B RF-1 B-3 RF-1 B-3 RF-1 B-3 CPT-1 B-2 CPT-2 B-2 OFFICE 2L30C OFFICE 2L30B SHARED OFFICE 2L30A ILJ READING ROOM 2L30 IDF 2L35 STG 2L34 STG 2L58A CPT-2 B-2 CPT-2 CPT-2 B-2 F1 F1 P-2 P-2 P-2 P-2 P-2 P-2 CPT-2 B-2 F4 MB-1 ST-1 B-4 F3 FINISH LEGEND: CARPET CPT-1 CARPET: HYBRID RESILIENT MANUFACTURER: TANDUS STYLE: ACCENTUATE COLOR: ICELANDIC #45208 CPT-2 CARPET: BROADLOOM MANUFACTURER: TANDUS STYLE: TRAVERTINE COLOR: CUSTOM #1017746-001-00 PORCELAIN TILE PT-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 12x24x3/8 FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR STONE TILE ST-1 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT SIZE: 12x24x1/2 RESILIENT FLOORING RF-1 MANUFACTURER: ARMSTRONG COLLECTION: PREMIUM EXCELON STONE TEX COLOR: CHARCOAL #52161 SIZE: 12"x12" WALL BASE B-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 4x48x1/2 (CUSTOM TILE SIZE) FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR B-2 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: CHERRY COLOR: TO MATCH EXISTING AT MYRON TAYLOR SIZE: SEE DETAIL 9/A712 B-3 MANUFACTURER: JOHNSONITE COLOR: CHARCOAL #20 SIZE: 4"H STYLE: COVE B-4 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT NOTE: STAIRS TO HAVE MONOLITHIC STONE BASE B-5 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: OAK COLOR: TO MATCH EXISTING ON LEVELS 1&2 SIZE: SEE DETAIL 9/A712 CERAMIC WALL TILE CWT-1 MANUFACTURER: UNITED STATES CERAMIC SERIES: COLOR COLLECTION WALL TILE COLOR: WHITE ICE SIZE: 3x6 FINISH: BRIGHT NOTE: REFER TO ELEVATIONS ON SHEET A501 & A502 FOR LOCATION OF TILE ON RESTROOM WALLS. PROVIDE ALL APPLICABLE TRIM PIECES INCLUDING BASE. PAINT P-1 MANUFACTURER: BENJAMIN MOORE COLOR: DECORATOR'S WHITE #CC-20 FINISH: SATIN P-2 MANUFACTURER: BENJAMIN MOORE COLOR: PHILIPSBURG BLUE #HC-159 FINISH: SATIN P-3 MANUFACTURER: SHERWIN WILLIAMS COLOR: ANTIQUARIAN BROWN #SW0045 PANTONE: #154 U WOOD VENEER PANEL WP-1 SPECIES: CHERRY COLOR: STAINED TO MATCH EXISTING CHERRY IN CLASSROOM WING CORRIDOR ACOUSTICAL PANEL CEILING APC-1 MANUFACTURER: ARMSTRONG STYLE: ULTIMA BEVELED TEGULAR COLOR: WHITE SIZE: 24"x48" GRID: 9/16" SUPRAFINE GRID COLOR: WHITE WOOD PANEL CEILING WPC-1 MANUFACTURER: RULON STYLE: PG 8-12-37D COLOR: CHERRY IN CUSTOM STAIN TO MATCH WP-1 MARKER BOARD MB-1 MANUFACTURER: SEE SPECIFICATIONS SIZE: 72"W x 36" H ST-1 OR PT-1 8" TYP INDICATES DIRECTION OF TILE ON PLAN FINISH KEYNOTES: F1 EXISTING FINISHES TO REMAIN F2 PAINT CORRIDOR WALLS,DOORS, AND DOOR FRAMES. ENTRANCE MAT, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONF3 PROVIDE STONE SADDLE SIMILAR TO TRANSITION B OF DETAIL 3/A801F4 REPLACE EXISTING DAMAGED CEILING AND MATCH IN KINDF5 REFER TO DETAIL 4/A512 FOR THRESHOLD CONDITION.F6 INSTALL NEW CARPET TO MATCH EXISTING AND PROVIDE NEW BASE ALONG NEW GWB WALL TO MATCH EXISTING. REQUEST ATTICK STOCK FROM CLS. F7 IN STONE FLOORING ALTERNATE WHERE STONE TRANSITIONS TO EXISTING FLOORING UNDER DOOR, UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING. REFER TO DETAIL 2/A904. F8 REFER TO DETAIL 5/A412 FOR FLOORING CONDITION.F9 PROVIDE STONE SADDLE SIMILAR TO TRANSITION E OF DETAIL 3/A801F10 GENERAL NOTES 1. ALL WALLS TO BE P-1, U.N.O 2. ALL EXISTING DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL WITHIN AND VISIBLE ALONG CONTRACT LIMIT LINES. SEE G005. FINISH AT FRAMES TO BE SEMI-GLOSS. 3. PROVIDE TRANSITION STRIP WHERE NEW FLOOR FINISH MEETS EXISTING FLOOR FINISH. PROVIDE JOHNSONITE #CD-XX-C OR EQUAL. COLOR TO MATCH ADJACENT NEW FLOOR FINISH. 4. TRIM OF FIXTURES WITHIN WOOD CHERRY PANELS TO BE PAINTED P-3. STEEL FRAMING AND ANCHOR CLIPS TO BE PAINTED P-3. 5. AT PUBLIC AREAS (NOT TOILET ROOMS) WHERE PT-1 AND B-1 FINISH ARE INDICATED PRICE ST-1 AND B-4 FINISH AS ALTERNATE. 6. G.C. TO PROVIDE SHOP DRAWINGS FOR ALL BASE AND THRESHOLD TYPES AND LOCATIONS. REFER TO SHEET A801 FOR THRESHOLD CONDITIONS AND LOCATIONS. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A902 Finish Plan - Lower Level 2 & 3 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A902 1 Finish Plan - Lower Level 3 1/8" = 1'-0"A902 2 Finish Plan - Lower Level 2 1/4" = 1'-0"A902 3 TYPICAL TILE PATTERN - PT-1 No. Date Revision FD FD FD DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 FLEX OFFICE L52 STG L46A IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B EXEC DIR L44 POST DOC L42 MEN'S RESTROOM L0021 CORRIDOR L0041 CONFERENCE L39 FLEX OFFICE L31 FLEX OFFICE L33 FLEX OFFICE L29 WORKROOM L30 MECH L0065 SVC L0045 ELEC L0064 ELEC. L0063 STORAGE ROOM L0068 ELEVATOR MACHINE RM L0066 GENDER NEUTRAL TOILET L0023 WOMEN'S RESTROOM L0022 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 JC L0061 STAIR 1 L0001 ELEV. L0070 STAIR 2 L0002 CPT-1 B-2 PT-1 CWT-1 PT-1 CWT-1 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 RF-1 B-3 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 RF-1 B-3 RF-1 B-3 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 PT-1 CWT-1 CPT-1 B-2 CPT-2 B-2 CPT-2 B-2 WP-1WP-1 WP-1 CORRIDOR L0041 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 ETR CPT-1 B-2 WP-1 WP-1 WP-1 WP-1 WP-1 ST-1 ON CONCRETE STEP CPT-2 CPT-2 B-2 ALIGN ALIGN WP-1 RF-1 B-3 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2D2 D2D2 F1 F1 P-2 F4 F4 MB-1 CPT-2 B-2 ST-1 STG L0069 STG L0067 CORRIDOR L0041 WP-1 ST-1 B-4 F6 F4 F10 F10F10 F10 F10 F8 F8 F8 F8 F8 F8 ALIGN ALIGN FOR STONE FLOORING ALTERNATE. PROVIDE CUSTOM SIZE ST-1 FOR THRESHOLD, LENGTH TO BE 4'. WIDTH TO ALIGN AS SHOWN. VERIFY WIDTH IN FIELD. PT-1 B-1 PT-1 B-1 PT-1 B-1 PT-1 B-1 WP-1WP-1 FINISH LEGEND: CARPET CPT-1 CARPET:HYBRID RESILIENT MANUFACTURER: TANDUS STYLE:ACCENTUATE COLOR:ICELANDIC #45208 CPT-2 CARPET:BROADLOOM MANUFACTURER: TANDUS STYLE:TRAVERTINE COLOR:CUSTOM #1017746-001-00 PORCELAIN TILE PT-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 12x24x3/8 FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR STONE TILE ST-1 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT SIZE: 12x24x1/2 RESILIENT FLOORING RF-1 MANUFACTURER: ARMSTRONG COLLECTION: PREMIUM EXCELON STONE TEX COLOR: CHARCOAL #52161 SIZE: 12"x12" WALL BASE B-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 4x48x1/2 (CUSTOM TILE SIZE) FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR B-2 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: CHERRY COLOR: TO MATCH EXISTING AT MYRON TAYLOR SIZE: SEE DETAIL 9/A712 B-3 MANUFACTURER: JOHNSONITE COLOR: CHARCOAL #20 SIZE: 4"H STYLE: COVE B-4 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT NOTE: STAIRS TO HAVE MONOLITHIC STONE BASE B-5 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: OAK COLOR: TO MATCH EXISTING ON LEVELS 1&2 SIZE: SEE DETAIL 9/A712 CERAMIC WALL TILE CWT-1 MANUFACTURER: UNITED STATES CERAMIC SERIES: COLOR COLLECTION WALL TILE COLOR: WHITE ICE SIZE: 3x6 FINISH: BRIGHT NOTE: REFER TO ELEVATIONS ON SHEET A501 & A502 FOR LOCATION OF TILE ON RESTROOM WALLS. PROVIDE ALL APPLICABLE TRIM PIECES INCLUDING BASE. PAINT P-1 MANUFACTURER: BENJAMIN MOORE COLOR: DECORATOR'S WHITE #CC-20 FINISH: SATIN P-2 MANUFACTURER: BENJAMIN MOORE COLOR: PHILIPSBURG BLUE #HC-159 FINISH: SATIN P-3 MANUFACTURER: SHERWIN WILLIAMS COLOR: ANTIQUARIAN BROWN #SW0045 PANTONE: #154 U WOOD VENEER PANEL WP-1 SPECIES: CHERRY COLOR: STAINED TO MATCH EXISTING CHERRY IN CLASSROOM WING CORRIDOR ACOUSTICAL PANEL CEILING APC-1 MANUFACTURER: ARMSTRONG STYLE: ULTIMA BEVELED TEGULAR COLOR: WHITE SIZE: 24"x48" GRID: 9/16" SUPRAFINE GRID COLOR: WHITE WOOD PANEL CEILING WPC-1 MANUFACTURER: RULON STYLE: PG 8-12-37D COLOR: CHERRY IN CUSTOM STAIN TO MATCH WP-1 MARKER BOARD MB-1 MANUFACTURER: SEE SPECIFICATIONS SIZE: 72"W x 36" H FINISH KEYNOTES: F1 EXISTING FINISHES TO REMAIN F2 PAINT CORRIDOR WALLS,DOORS, AND DOOR FRAMES. ENTRANCE MAT, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONF3 PROVIDE STONE SADDLE SIMILAR TO TRANSITION B OF DETAIL 3/A801F4 REPLACE EXISTING DAMAGED CEILING AND MATCH IN KINDF5 REFER TO DETAIL 4/A512 FOR THRESHOLD CONDITION.F6 INSTALL NEW CARPET TO MATCH EXISTING AND PROVIDE NEW BASE ALONG NEW GWB WALL TO MATCH EXISTING. REQUEST ATTICK STOCK FROM CLS. F7 IN STONE FLOORING ALTERNATE WHERE STONE TRANSITIONS TO EXISTING FLOORING UNDER DOOR, UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING. REFER TO DETAIL 2/A904. F8 REFER TO DETAIL 5/A412 FOR FLOORING CONDITION.F9 PROVIDE STONE SADDLE SIMILAR TO TRANSITION E OF DETAIL 3/A801F10 GENERAL NOTES 1.ALL WALLS TO BE P-1, U.N.O 2.ALL EXISTING DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL WITHIN AND VISIBLE ALONG CONTRACT LIMIT LINES. SEE G005. FINISH AT FRAMES TO BE SEMI-GLOSS. 3.PROVIDE TRANSITION STRIP WHERE NEW FLOOR FINISH MEETS EXISTING FLOOR FINISH. PROVIDE JOHNSONITE #CD-XX-C OR EQUAL. COLOR TO MATCH ADJACENT NEW FLOOR FINISH. 4.TRIM OF FIXTURES WITHIN WOOD CHERRY PANELS TO BE PAINTED P-3. STEEL FRAMING AND ANCHOR CLIPS TO BE PAINTED P-3. 5.AT PUBLIC AREAS (NOT TOILET ROOMS) WHERE PT-1 AND B-1 FINISH ARE INDICATED PRICE ST-1 AND B-4 FINISH AS ALTERNATE. 6.G.C. TO PROVIDE SHOP DRAWINGS FOR ALL BASE AND THRESHOLD TYPES AND LOCATIONS. REFER TO SHEET A801 FOR THRESHOLD CONDITIONS AND LOCATIONS. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A903 Finish Plan - Lower Level 1 2014-22194 08/17/2016 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A903 1 Finish Plan - LL1 No. Date Revision 1 08/18/2016 CONFORMED SET 1 UP UP DN UP DNUP FD DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 BUDGET G58B SPD ADMIN G31 CONF. ROOM G39 SEMINAR ROOM G29 RECEPTION / ADMIN. G58 PAYROLL G58A COMMUNICATIONS G46 STAIR 1 G0001 ELEV. G0070 JC G0081 SERVICE G0080 ELEVATOR G0071 SERVICE G0062 STAIR G0004 SVC G38 SERVICE G35 STAIR 3 G0003 STAIR 2 G0002 JC G0065 SPD ASST. DEAN G33 JC G0061 WOMEN'S RESTROOM G0021 ELEC. G0063 ELEVATOR VESTIBULE G0041 VESTIBULE G0040 MEETING ROOM G34 OFFICE G28N OFFICE G28P MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S RECEPTION ENTRY G28 MEETING ROOM G26 WORK STUDY G28B LEADERSHIP GIFT OFFICER G28C ASST DIR ANNUAL FUNDING G28D MAJOR GIFT OFFICER G28F MAJOR GIFT OFFICER G28G PROGRAM OFFICER G28H DIRECTOR ANNUAL FUND G28J DIRECTOR ALUM AFFAIRS G28K EXEC. ASST. TO ASSOC. DEAN G28L ASSOC. DEAN G28M CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 PT-1 CWT-1 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 CPT-2 B-2 RF-1 B-3 CPT-2 B-2 B-4 WP-1ENCLOSED LOGGIA G0041 EXISTING STONE WALL TO REMAIN CPT-2 B-2 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 F1 D2 F1 D2 D2 D2 F1 F1 F1 F1 F1 P-2 P-2 RAISE FLOOR FOR FLUSH FINISH MB-1 MB-1 MB-1 CPT-2 B-2 ALIGN F4 CPT-2 B-2 ALIGN F4 F1 MB-1 ST-1 B-4 RF-1 B-3 F3 D2 F10 F4 F10 F10 F9F9 3 A904 F8 F8 F8 F8 PT-1 B-1 PT-1 B-1 PT-1 B-1 FINISH LEGEND: CARPET CPT-1 CARPET: HYBRID RESILIENT MANUFACTURER: TANDUS STYLE: ACCENTUATE COLOR: ICELANDIC #45208 CPT-2 CARPET: BROADLOOM MANUFACTURER: TANDUS STYLE: TRAVERTINE COLOR: CUSTOM #1017746-001-00 PORCELAIN TILE PT-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 12x24x3/8 FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR STONE TILE ST-1 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT SIZE: 12x24x1/2 RESILIENT FLOORING RF-1 MANUFACTURER: ARMSTRONG COLLECTION: PREMIUM EXCELON STONE TEX COLOR: CHARCOAL #52161 SIZE: 12"x12" WALL BASE B-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 4x48x1/2 (CUSTOM TILE SIZE) FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR B-2 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: CHERRY COLOR: TO MATCH EXISTING AT MYRON TAYLOR SIZE: SEE DETAIL 9/A712 B-3 MANUFACTURER: JOHNSONITE COLOR: CHARCOAL #20 SIZE: 4"H STYLE: COVE B-4 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT NOTE: STAIRS TO HAVE MONOLITHIC STONE BASE B-5 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: OAK COLOR: TO MATCH EXISTING ON LEVELS 1&2 SIZE: SEE DETAIL 9/A712 CERAMIC WALL TILE CWT-1 MANUFACTURER: UNITED STATES CERAMIC SERIES: COLOR COLLECTION WALL TILE COLOR: WHITE ICE SIZE: 3x6 FINISH: BRIGHT NOTE: REFER TO ELEVATIONS ON SHEET A501 & A502 FOR LOCATION OF TILE ON RESTROOM WALLS. PROVIDE ALL APPLICABLE TRIM PIECES INCLUDING BASE. PAINT P-1 MANUFACTURER: BENJAMIN MOORE COLOR: DECORATOR'S WHITE #CC-20 FINISH: SATIN P-2 MANUFACTURER: BENJAMIN MOORE COLOR: PHILIPSBURG BLUE #HC-159 FINISH: SATIN P-3 MANUFACTURER: SHERWIN WILLIAMS COLOR: ANTIQUARIAN BROWN #SW0045 PANTONE: #154 U WOOD VENEER PANEL WP-1 SPECIES: CHERRY COLOR: STAINED TO MATCH EXISTING CHERRY IN CLASSROOM WING CORRIDOR ACOUSTICAL PANEL CEILING APC-1 MANUFACTURER: ARMSTRONG STYLE: ULTIMA BEVELED TEGULAR COLOR: WHITE SIZE: 24"x48" GRID: 9/16" SUPRAFINE GRID COLOR: WHITE WOOD PANEL CEILING WPC-1 MANUFACTURER: RULON STYLE: PG 8-12-37D COLOR: CHERRY IN CUSTOM STAIN TO MATCH WP-1 MARKER BOARD MB-1 MANUFACTURER: SEE SPECIFICATIONS SIZE: 72"W x 36" H FINISH KEYNOTES: F1 EXISTING FINISHES TO REMAIN F2 PAINT CORRIDOR WALLS,DOORS, AND DOOR FRAMES. ENTRANCE MAT, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONF3 PROVIDE STONE SADDLE SIMILAR TO TRANSITION B OF DETAIL 3/A801F4 REPLACE EXISTING DAMAGED CEILING AND MATCH IN KINDF5 REFER TO DETAIL 4/A512 FOR THRESHOLD CONDITION.F6 INSTALL NEW CARPET TO MATCH EXISTING AND PROVIDE NEW BASE ALONG NEW GWB WALL TO MATCH EXISTING. REQUEST ATTICK STOCK FROM CLS. F7 IN STONE FLOORING ALTERNATE WHERE STONE TRANSITIONS TO EXISTING FLOORING UNDER DOOR, UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING. REFER TO DETAIL 2/A904. F8 REFER TO DETAIL 5/A412 FOR FLOORING CONDITION.F9 PROVIDE STONE SADDLE SIMILAR TO TRANSITION E OF DETAIL 3/A801F10 GENERAL NOTES 1. ALL WALLS TO BE P-1, U.N.O 2. ALL EXISTING DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL WITHIN AND VISIBLE ALONG CONTRACT LIMIT LINES. SEE G005. FINISH AT FRAMES TO BE SEMI-GLOSS. 3. PROVIDE TRANSITION STRIP WHERE NEW FLOOR FINISH MEETS EXISTING FLOOR FINISH. PROVIDE JOHNSONITE #CD-XX-C OR EQUAL. COLOR TO MATCH ADJACENT NEW FLOOR FINISH. 4. TRIM OF FIXTURES WITHIN WOOD CHERRY PANELS TO BE PAINTED P-3. STEEL FRAMING AND ANCHOR CLIPS TO BE PAINTED P-3. 5. AT PUBLIC AREAS (NOT TOILET ROOMS) WHERE PT-1 AND B-1 FINISH ARE INDICATED PRICE ST-1 AND B-4 FINISH AS ALTERNATE. 6. G.C. TO PROVIDE SHOP DRAWINGS FOR ALL BASE AND THRESHOLD TYPES AND LOCATIONS. REFER TO SHEET A801 FOR THRESHOLD CONDITIONS AND LOCATIONS.1/2"EXISTING FLOORING TO REMAIN EXISTING DOOR FRAME TO REMAIN UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING STONE SADDLE1/4" MAXEXISTING FLOORING TO REMAIN NEW DOOR FRAME UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING STONE SADDLE1/2"EXISTING METAL COVER PLATE TO REMAIN 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A904 Finish Plan - Ground Level 2014-22194 08/17/2016 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A904 1 Finish Plan - Ground Level 3" = 1'-0"A904 2 Detail at Existing Door Sill - Stone Flooring Alternate 3" = 1'-0"A904 3 Detail at Existing Door Sill - Stone Flooring Alternate No. Date Revision 1 08/18/2016 CONFORMED SET 1 1 1 DN FD FD FINISH LEGEND: CARPET CPT-1 CARPET: HYBRID RESILIENT MANUFACTURER: TANDUS STYLE: ACCENTUATE COLOR: ICELANDIC #45208 CPT-2 CARPET: BROADLOOM MANUFACTURER: TANDUS STYLE: TRAVERTINE COLOR: CUSTOM #1017746-001-00 PORCELAIN TILE PT-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 12x24x3/8 FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR STONE TILE ST-1 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT SIZE: 12x24x1/2 RESILIENT FLOORING RF-1 MANUFACTURER: ARMSTRONG COLLECTION: PREMIUM EXCELON STONE TEX COLOR: CHARCOAL #52161 SIZE: 12"x12" WALL BASE B-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 4x48x1/2 (CUSTOM TILE SIZE) FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR B-2 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: CHERRY COLOR: TO MATCH EXISTING AT MYRON TAYLOR SIZE: SEE DETAIL 9/A712 B-3 MANUFACTURER: JOHNSONITE COLOR: CHARCOAL #20 SIZE: 4"H STYLE: COVE B-4 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT NOTE: STAIRS TO HAVE MONOLITHIC STONE BASE B-5 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: OAK COLOR: TO MATCH EXISTING ON LEVELS 1&2 SIZE: SEE DETAIL 9/A712 CERAMIC WALL TILE CWT-1 MANUFACTURER: UNITED STATES CERAMIC SERIES: COLOR COLLECTION WALL TILE COLOR: WHITE ICE SIZE: 3x6 FINISH: BRIGHT NOTE: REFER TO ELEVATIONS ON SHEET A501 & A502 FOR LOCATION OF TILE ON RESTROOM WALLS. PROVIDE ALL APPLICABLE TRIM PIECES INCLUDING BASE. PAINT P-1 MANUFACTURER: BENJAMIN MOORE COLOR: DECORATOR'S WHITE #CC-20 FINISH: SATIN P-2 MANUFACTURER: BENJAMIN MOORE COLOR: PHILIPSBURG BLUE #HC-159 FINISH: SATIN P-3 MANUFACTURER: SHERWIN WILLIAMS COLOR: ANTIQUARIAN BROWN #SW0045 PANTONE: #154 U WOOD VENEER PANEL WP-1 SPECIES: CHERRY COLOR: STAINED TO MATCH EXISTING CHERRY IN CLASSROOM WING CORRIDOR ACOUSTICAL PANEL CEILING APC-1 MANUFACTURER: ARMSTRONG STYLE: ULTIMA BEVELED TEGULAR COLOR: WHITE SIZE: 24"x48" GRID: 9/16" SUPRAFINE GRID COLOR: WHITE WOOD PANEL CEILING WPC-1 MANUFACTURER: RULON STYLE: PG 8-12-37D COLOR: CHERRY IN CUSTOM STAIN TO MATCH WP-1 MARKER BOARD MB-1 MANUFACTURER: SEE SPECIFICATIONS SIZE: 72"W x 36" H FINISH KEYNOTES: F1 EXISTING FINISHES TO REMAIN F2 PAINT CORRIDOR WALLS,DOORS, AND DOOR FRAMES. ENTRANCE MAT, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONF3 PROVIDE STONE SADDLE SIMILAR TO TRANSITION B OF DETAIL 3/A801F4 REPLACE EXISTING DAMAGED CEILING AND MATCH IN KINDF5 REFER TO DETAIL 4/A512 FOR THRESHOLD CONDITION.F6 INSTALL NEW CARPET TO MATCH EXISTING AND PROVIDE NEW BASE ALONG NEW GWB WALL TO MATCH EXISTING. REQUEST ATTICK STOCK FROM CLS. F7 IN STONE FLOORING ALTERNATE WHERE STONE TRANSITIONS TO EXISTING FLOORING UNDER DOOR, UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING. REFER TO DETAIL 2/A904. F8 REFER TO DETAIL 5/A412 FOR FLOORING CONDITION.F9 PROVIDE STONE SADDLE SIMILAR TO TRANSITION E OF DETAIL 3/A801F10 GENERAL NOTES 1. ALL WALLS TO BE P-1, U.N.O 2. ALL EXISTING DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL WITHIN AND VISIBLE ALONG CONTRACT LIMIT LINES. SEE G005. FINISH AT FRAMES TO BE SEMI-GLOSS. 3. PROVIDE TRANSITION STRIP WHERE NEW FLOOR FINISH MEETS EXISTING FLOOR FINISH. PROVIDE JOHNSONITE #CD-XX-C OR EQUAL. COLOR TO MATCH ADJACENT NEW FLOOR FINISH. 4. TRIM OF FIXTURES WITHIN WOOD CHERRY PANELS TO BE PAINTED P-3. STEEL FRAMING AND ANCHOR CLIPS TO BE PAINTED P-3. 5. AT PUBLIC AREAS (NOT TOILET ROOMS) WHERE PT-1 AND B-1 FINISH ARE INDICATED PRICE ST-1 AND B-4 FINISH AS ALTERNATE. 6. G.C. TO PROVIDE SHOP DRAWINGS FOR ALL BASE AND THRESHOLD TYPES AND LOCATIONS. REFER TO SHEET A801 FOR THRESHOLD CONDITIONS AND LOCATIONS. OAK CHERRY CHERRY TRIM AND CHERRY DOOR SEMINAR ROOM 129 ASSIST DIR 128E DIR. INTER. 128H OPS ADMIN 128C C.S. INTERVIEW 128N C.S. INTERVIEW 128M C.S. INTERVIEW 130 C.S. INTERVIEW 132 STORAGE 128A ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E SHARED CONFERENCE ROOM 128B WORKROOM STORAGE DEAN OF STUD. 126A CAREER SERVICES RECEPTION / ADMIN. 128 MEETING ROOM 134 CLINICS OFFICE 155 CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 CLINICS OFFICE 152 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 ELEVATOR 10070JC 10061 STAIR 1 10001 RESTROOM 10021 CLINICS OFFICE 139 STAIR 2 10002 CLINICS OFFICE 137 STAIR 3 10003 ELEC 10063 CORRIDOR 10040 ELEVATOR VESTIBULE 10041 WAITING 136 CORRIDOR 10044 LOUNGE 127 OPS ASSIST DEAN 128D DIRECTOR 128J ASSOC DEAN 128G IDF 128K CPT-1 B-5 CPT-1 B-5 PT-1 B-1 CPT-1 B-2 CPT-1 B-2 CPT-2 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 RF-1 B-3 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 CPT-1 B-2 RF-1 B-3 RF-1 B-3 CPT-2 B-2 CPT-2 B-2 PT-1 CWT-1 WP-1 CPT-2 B-2 CPT-1 B-2 RECEP / ADMIN DEAN OF STUD. 126 CORRIDOR 10044 CPT-2 B-2 CPT-2 B-5 CPT-2 B-5 CPT-1 B-5 CPT-1 B-5 CPT-2 PT-1 CWT-1 RESTROOM 10020 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1WP-1WP-1WP-1WP-1 WP-1 ALIGN F1 F1 F1 F1 F2 F1 F1 F1 F2 A905 2 F1 F1 F1 F1 F10 F1 P-2 P-2 P-2 F4 F4 CPT-2 B-2 F7 AREA TO RECEIVE OAK FINISHED WOOD WORK. ST-1 B-4 F1 F7 STONE FLOORING ALTERNATE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A905 Finish Plan - Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/4" = 1'-0"A905 2 Transition Detail at L1 Corridor 1/8" = 1'-0"A905 1 Finish Plan - Level 1 No. Date Revision DN JC 20061 MEETING ROOM 244 LAWYERING OFFICE 256A LAWYERING RECEPTION 256 LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 LAWYERING OFFICE 253 FACULTY SUPPORT OFFICE 249 TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 COPY ROOM 229 ADJUNCT FACULTY OFFICE 231 MECH SHAFT 20063 TENURED FACULTY OFFICE 235 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 ELEV. 20070 MECHANICAL 20068 CIT 258 MECH ATTIC 1 20069 STAIR 1 20001 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 ADJUNCT FACULTY OFFICE 230 LAWYERING OFFICE 251 CORRIDOR 20041 STAFF FOOD LOUNGE 226 STAIR 3 20003 MAIL 228 CLOSET 250A CLOSET 246ASTAIR 2 20002 CLOSET 247A CLOSET 245A CLOSET 237A CLOSET 235A CLOSET 241A CLOSET 243A CLOSET 240A CLOSET 238A COAT CLOSET 233A CPT-1 B-5 CPT-1 B-5 CPT-1 B-5 CPT-1 B-5 CPT-1 B-5 CPT-1 B-5 ST-1 B-4 CPT-2 B-5 CPT-1 B-5 CPT-1 B-5 COAT CLOSET 232A CPT-2 F1 F1 F1 F4 F1 F1 F4 F1F1F1F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F7 F1F1 F1 CPT-2 B-5 CPT-2 B-5 CPT-2 B-5 CPT-2 B-5 FIN. AID DIR. OFFICE 10025 FACULTY LOUNGE 227 CORRIDOR 20048 CLOSET 227A MECHANICAL 20025 CPT-2 B-5 CPT-2 B-5 F5 F5 F5 F5 F2 F2 ELEVATOR LOBBY ON LEVEL 3 OF JANE FOSTER TO RECEIVE CPT-2 FLOORING, B-5 BASE, P-1 WALLS, P-1 DOORS AND FRAMES. LEVEL 2 TO RECEIVE OAK FINISHED WOOD WORK. FINISH LEGEND: CARPET CPT-1 CARPET: HYBRID RESILIENT MANUFACTURER: TANDUS STYLE: ACCENTUATE COLOR: ICELANDIC #45208 CPT-2 CARPET: BROADLOOM MANUFACTURER: TANDUS STYLE: TRAVERTINE COLOR: CUSTOM #1017746-001-00 PORCELAIN TILE PT-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 12x24x3/8 FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR STONE TILE ST-1 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT SIZE: 12x24x1/2 RESILIENT FLOORING RF-1 MANUFACTURER: ARMSTRONG COLLECTION: PREMIUM EXCELON STONE TEX COLOR: CHARCOAL #52161 SIZE: 12"x12" WALL BASE B-1 MANUFACTURER: STONE SOURCE SERIES: ATLAS CONCORDE COLOR: GREY SIZE: 4x48x1/2 (CUSTOM TILE SIZE) FINISH: MATTE GROUT: 1/8" JOINT, LATICRETE #255 MULTIMAX THINSET MORTAR B-2 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: CHERRY COLOR: TO MATCH EXISTING AT MYRON TAYLOR SIZE: SEE DETAIL 9/A712 B-3 MANUFACTURER: JOHNSONITE COLOR: CHARCOAL #20 SIZE: 4"H STYLE: COVE B-4 SUPPLIER: GRANITE IMPORTERS (OR APPROVED EQUIVALANT) COLOR: JET MIST GRANITE FINISH: THERMAL GROUT: 1/8" JOINT NOTE: STAIRS TO HAVE MONOLITHIC STONE BASE B-5 MANUFACTURER: MILLWORK - WOOD BASE SPECIES: OAK COLOR: TO MATCH EXISTING ON LEVELS 1&2 SIZE: SEE DETAIL 9/A712 CERAMIC WALL TILE CWT-1 MANUFACTURER: UNITED STATES CERAMIC SERIES: COLOR COLLECTION WALL TILE COLOR: WHITE ICE SIZE: 3x6 FINISH: BRIGHT NOTE: REFER TO ELEVATIONS ON SHEET A501 & A502 FOR LOCATION OF TILE ON RESTROOM WALLS. PROVIDE ALL APPLICABLE TRIM PIECES INCLUDING BASE. PAINT P-1 MANUFACTURER: BENJAMIN MOORE COLOR: DECORATOR'S WHITE #CC-20 FINISH: SATIN P-2 MANUFACTURER: BENJAMIN MOORE COLOR: PHILIPSBURG BLUE #HC-159 FINISH: SATIN P-3 MANUFACTURER: SHERWIN WILLIAMS COLOR: ANTIQUARIAN BROWN #SW0045 PANTONE: #154 U WOOD VENEER PANEL WP-1 SPECIES: CHERRY COLOR: STAINED TO MATCH EXISTING CHERRY IN CLASSROOM WING CORRIDOR ACOUSTICAL PANEL CEILING APC-1 MANUFACTURER: ARMSTRONG STYLE: ULTIMA BEVELED TEGULAR COLOR: WHITE SIZE: 24"x48" GRID: 9/16" SUPRAFINE GRID COLOR: WHITE WOOD PANEL CEILING WPC-1 MANUFACTURER: RULON STYLE: PG 8-12-37D COLOR: CHERRY IN CUSTOM STAIN TO MATCH WP-1 MARKER BOARD MB-1 MANUFACTURER: SEE SPECIFICATIONS SIZE: 72"W x 36" H FINISH KEYNOTES: F1 EXISTING FINISHES TO REMAIN F2 PAINT CORRIDOR WALLS,DOORS, AND DOOR FRAMES. ENTRANCE MAT, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONF3 PROVIDE STONE SADDLE SIMILAR TO TRANSITION B OF DETAIL 3/A801F4 REPLACE EXISTING DAMAGED CEILING AND MATCH IN KINDF5 REFER TO DETAIL 4/A512 FOR THRESHOLD CONDITION.F6 INSTALL NEW CARPET TO MATCH EXISTING AND PROVIDE NEW BASE ALONG NEW GWB WALL TO MATCH EXISTING. REQUEST ATTICK STOCK FROM CLS. F7 IN STONE FLOORING ALTERNATE WHERE STONE TRANSITIONS TO EXISTING FLOORING UNDER DOOR, UNDER-CUT DOOR TO ACCOMODATE THICKNESS OF NEW STONE FLOORING. REFER TO DETAIL 2/A904. F8 REFER TO DETAIL 5/A412 FOR FLOORING CONDITION.F9 PROVIDE STONE SADDLE SIMILAR TO TRANSITION E OF DETAIL 3/A801F10 GENERAL NOTES 1. ALL WALLS TO BE P-1, U.N.O 2. ALL EXISTING DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL WITHIN AND VISIBLE ALONG CONTRACT LIMIT LINES. SEE G005. FINISH AT FRAMES TO BE SEMI-GLOSS. 3. PROVIDE TRANSITION STRIP WHERE NEW FLOOR FINISH MEETS EXISTING FLOOR FINISH. PROVIDE JOHNSONITE #CD-XX-C OR EQUAL. COLOR TO MATCH ADJACENT NEW FLOOR FINISH. 4. TRIM OF FIXTURES WITHIN WOOD CHERRY PANELS TO BE PAINTED P-3. STEEL FRAMING AND ANCHOR CLIPS TO BE PAINTED P-3. 5. AT PUBLIC AREAS (NOT TOILET ROOMS) WHERE PT-1 AND B-1 FINISH ARE INDICATED PRICE ST-1 AND B-4 FINISH AS ALTERNATE. 6. G.C. TO PROVIDE SHOP DRAWINGS FOR ALL BASE AND THRESHOLD TYPES AND LOCATIONS. REFER TO SHEET A801 FOR THRESHOLD CONDITIONS AND LOCATIONS. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A906 Finish Plan - Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A906 1 Finish Plan - Level 2 No. Date Revision UP DN DNUP STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58J WC 3L0021 SERVICE 3L0068 SERVICE 3L0063 SERVICE 3L0066 MACHINE ROOM 3L0060 ELEV. 3L0070JC 3L0061 SERVICE 3L0062 VESTIBULE 3L0041 STAIR 1 3L0001 SERVICE 3L0065 STUDENT OFFICER 3L58H STUDENT OFFICER 3L58G STUDENT OFFICER 3L58E STUDENT OFFICER 3L58D STUDENT OFFICER 3L58C STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A TA-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 TA-1 TA-1 TA-1 TA-1 DE-7 DE-7 DE-7 DE-7 DE-7DE-7 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 TA-1 DE-7 DE-7 ELEV LOBBY 3L0042VESTIBULE 3L0041 EDITORS 2L58B EDITORS 2L58C EDITORS 2L58D LAW REVIEW READING ROOM 2L58 ELEV. 2L0070 JLPP READING ROOM 2L46 OFFICE 2L46A OFFICE 2L30C OFFICE 2L30B SHARED OFFICE 2L30A ILJ READING ROOM 2L30 JC 2L0061 STAIR 1 2L0001 MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 LII BULLETIN OFFICE 2L37 IDF 2L35 SHARED ADMIN OFFICE 2L39 STAIR 2 2L0002 STG 2L0069 STG 2L0067 CH-1 CH-1 CH-1 CH-1CH-1 CH-1 CH-1 CH-1CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 TA-1 TA-1 TA-1 TA-1TA-1TA-1 TA-1 TA-1 TA-1TA-1 TA-1 TA-1CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1CH-1 CH-3 TA-1 ST-1 ST-1 JLPP CONFERENCE ROOM 2L46B TA-1 TA-1 TA-1 CH-2 CH-2 TA-17 DE-7 DE-7 DE-7 DE-7 DE-7 DE-7 DE-7 DE-7 DE-7 DE-7 CH-1 DE-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 CH-1 STG 2L34 ELEVATOR VESTIBULE 2L0041 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 CH-1CH-1 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A911 Furniture Plan - Lower Level 2 & 3 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A911 1 Furniture Plan - Lower Level 3 1/8" = 1'-0"A911 2 Furniture Plan - Lower Level 2 No. Date Revision DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 FLEX OFFICE L52 STG L46A IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B EXEC DIR L44 POST DOC L42 MEN'S RESTROOM L0021 CORRIDOR L0041 CONFERENCE L39 FLEX OFFICE L31 FLEX OFFICE L33 FLEX OFFICE L29 WORKROOM L30 MECH L0065 SVC L0045 ELEC L0064 ELEC. L0063 STORAGE ROOM L0068 ELEVATOR MACHINE RM L0066 GENDER NEUTRAL TOILET L0023 WOMEN'S RESTROOM L0022 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 JC L0061 STAIR 1 L0001 ELEV. L0070 STAIR 2 L0002 CH-3 CH-3 CH-3 CH-3CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-2 CH-2 CH-2 CH-1 CH-1 CH-1 CH-2 CH-2 CH-2 CH-2 CH-2 CH-3 CH-3 CH-3 CH-3 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1ST-1ST-1ST-1CH-9 CH-5 TA-6 TA-7 ST-1 CH-5 CH-5 CH-9 CH-9 CH-9 CH-9 CH-9 TA-12 TA-12 TA-12 TA-11 CH-2 CH-2 CH-1 CH-1 CH-4 CH-4 CH-4CH-4 TA-4 TA-5 CH-6 CH-6 CH-6 CH-6 TA-2 TA-5 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 TA-8 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 TA-8 TA-8 TA-8 CH-7 CH-7 CH-7CH-7 CH-7 CH-7CH-7 CH-7 CH-7 CH-7CH-7 CH-7 CH-7CH-7 CH-7CH-7 CH-7 CH-7CH-7 CH-7TA-11 TA-11 TA-11 CH-7CH-7CH-7 CH-7 CH-7 CH-7 CH-7CH-7 CH-7 TA-10 TA-10 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 DE-2 DE-2 DE-2 DE-2 DE-2DE-2 DE-2 DE-2 TA-4 DE-7 DE-7 DE-8 DE-8 ST-2ST-2ST-2ST-1CH-7 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-5 CH-2 CH-2 DINING L24 EVENT ROOM L28 CORRIDOR L0041 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-8 CH-2 DE-2 CH-3 CH-2 CH-3CH-3 DE-2 CH-3 CH-3 CH-2 DE-2 TA-8 CH-5 CH-5 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A912 Furniture Plan - LL 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A912 1 Furniture Plan - LL1 No. Date Revision DN UP UP UP DN UP DNUP DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 ASST. DEAN COMMUNICATIONS WRITER FORUM WRITER BUDGET G58B SPD ADMIN G31 CONF. ROOM G39 SEMINAR ROOM G29 RECEPTION / ADMIN. G58 PAYROLL G58A COMMUNICATIONS G46 STAIR 1 G0001 ELEV. G0070 JC G0081 SERVICE G0080 ELEVATOR G0071 SERVICE G0062 STAIR G0004 SVC G38 SERVICE G35 STAIR 3 G0003 STAIR 2 G0002 JC G0065 SPD ASST. DEAN G33 JC G0061 WOMEN'S RESTROOM G0021 ELEC. G0063 ELEVATOR VESTIBULE G0041 VESTIBULE G0040 MEETING ROOM G34 OFFICE G28N OFFICE G28P MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S RECEPTION ENTRY G28 MEETING ROOM G26 WORK STUDY G28B LEADERSHIP GIFT OFFICER G28C ASST DIR ANNUAL FUNDING G28D MAJOR GIFT OFFICER G28F MAJOR GIFT OFFICER G28GPROGRAM OFFICER G28H DIRECTOR ANNUAL FUND G28J DIRECTOR ALUM AFFAIRS G28K EXEC. ASST. TO ASSOC. DEAN G28LASSOC. DEAN G28M CH-3CH-3 CH-3CH-3 CH-3 CH-3 CH-3 CH-3 CH-2CH-2 CH-2 CH-2 CH-2 CH-4 CH-4 ST-1CH-3 CH-3 CH-3 CH-2 CH-2 CH-3 CH-3 CH-2 CH-5 CH-5CH-5 CH-5 CH-5 CH-9 CH-3 CH-3 CH-2 CH-3 CH-3 CH-2 CH-3 CH-3 CH-2 CH-2 CH-2 CH-3CH-3CH-3CH-3 CH-2 CH-2 CH-3 CH-3CH-3 CH-2 CH-3CH-3 CH-2 CH-1 CH-1 CH-9 CH-9CH-2CH-9 CH-9CH-9 CH-3 CH-2 CH-9 CH-9 CH-9 CH-9 ST-4 ST-4 CH-3 CH-3 TA-7 TA-15 TA-7 CH-2 CH-3ST-3 ST-3ST-3 ST-3 STG G28A CH-5 TA-16 TA-3 TA-5 CH-9 CH-9 CH-9 TA-3 TA-6 CH-2 CH-2 CH-2 CH-3 CH-3 TA-4 TA-16 TA-16 TA-5 CH-9 CH-3 TA-4 TA-3 TA-3 TA-3 TA-3 DE-2 DE-2 DE-2 DE-2 ST-4 DE-8 ST-1ST-1DE-8 ST-2ST-2ST-2ST-2DE-5DE-5DE-5ST-3 ST-3 DE-8 CH-4 CH-4 CH-2CH-2CH-9 CH-9 CH-9 CH-9 CH-3 CH-2 DE-5DE-5 DE-5 DE-5DE-5 DE-5 CH-3 CH-3 DE-5 DE-5 CH-2 DE-5DE-5 CH-1 CH-1 DE-7 DE-5 WS-4WS-1 WS-1 WS-1 CH-5CH-5 CH-5CH-5 CH-5CH-5CH-5CH-5 CH-5 CH-5CH-5 CH-5CH-5 CH-5CH-5 CH-5 CH-9 CH-9CH-9 CH-9 CH-9 CH-9 TA-7 CH-9 CH-9 CH-9 CH-9 CH-9 CH-9 ENCLOSED LOGGIA G0041 CH-6CH-6 TA-5 CH-6 TA-5 CH-6 CORRIDOR G0041 ST-4 ST-4 CH-3CH-3CH-3 MB-1 CH-6 CH-6 TA-5 CH-3CH-3 CH-2 CH-3 CH-3 TA-4 DE-2 DE-5 CH-2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A913 Furniture Plan - Ground Level 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A913 1 Furniture Plan - Ground Level No. Date Revision DN SEMINAR ROOM 129 ASSIST DIR 128E DIR. INTER. 128H OPS ADMIN 128C C.S. INTERVIEW 128N C.S. INTERVIEW 128MC.S. INTERVIEW 130 C.S. INTERVIEW 132 STORAGE 128A ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E SHARED CONFERENCE ROOM 128B WORKROOM STORAGE DEAN OF STUD. 126A CAREER SERVICES RECEPTION / ADMIN. 128 MEETING ROOM 134 CLINICS OFFICE 155CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 CLINICS OFFICE 152 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 ELEVATOR 10070JC 10061 STAIR 1 10001 RESTROOM 10021 CLINICS OFFICE 139 STAIR 2 10002 CLINICS OFFICE 137 STAIR 3 10003 ELEC 10063 CORRIDOR 10040 ELEVATOR VESTIBULE 10041 WAITING 136 CORRIDOR 10044 LOUNGE 127 OPS ASSIST DEAN 128DDIRECTOR 128J ASSOC DEAN 128G IDF 128K CH-2 CH-2 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 DE-9 CH-2 CH-9 CH-9 CH-9CH-9 CH-9 CH-9CH-9 CH-9CH-9CH-9 CH-9 CH-9 CH-2 CH-2 DE-6 CH-9 TA-7 CH-2 ST-1ST-1 CH-2 CH-9 CH-9 CH-9 TA-15 CH-5 CH-2 CH-2 CH-2 CH-2 CH-2 CH-2 CH-2 CH-5 DE-3 CH-4 CH-4 CH-4 CH-4 CH-3 CH-6 CH-6 CH-6CH-6 TA-2 CH-2 TA-17 TA-4 TA-3 TA-3 TA-3 TA-5 CH-6 CH-6 CH-6CH-6 TA-2 TA-4 TA-4 TA-4 TA-4 TA-3TA-3TA-3 CH-9 CH-9 CH-1 TA-4 CH-4 CH-4 CH-4TA-5 DE-8DE-5DE-4 DE-4 DE-4 DE-4 WS-2WS-2DE-8ST-1ST-1ST-1TA-2 CH-4 CH-4 TA-4 CH-3 DE-5ST-1 DE-5RECEP / ADMIN DEAN OF STUD. 126 CH-5CH-5 CH-5CH-5 CH-5CH-5CH-5 CH-5CH-5 CH-5 CH-9 CH-9 CH-9 CH-6 CH-6 TA-5 CH-6 TA-5 CH-6 CH-6 CORRIDOR 10044 ST-5 ST-1 ST-2 RESTROOM 10020 CH-3 CH-2 DE-4 CH-3 CH-3 CH-3 TA-4 CH-3 CH-3 CH-3 CH-3 CH-3CH-3 CH-2 CH-3 TA-4 DE-5 CH-3 CH-1 CH-1 CH-1 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A914 Furniture Plan - Level 1 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A914 1 Furniture Plan - Level 1 No. Date Revision DN JC 20061 MEETING ROOM 244 LAWYERING OFFICE 256A LAWYERING RECEPTION 256 LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 LAWYERING OFFICE 253 FACULTY SUPPORT OFFICE 249 TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 COPY ROOM 229 ADJUNCT FACULTY OFFICE 231 MECH SHAFT 20063 TENURED FACULTY OFFICE 235 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 ELEV. 20070 MECHANICAL 20068 CIT 258 MECH ATTIC 1 20069 STAIR 1 20001 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 ADJUNCT FACULTY OFFICE 230 CORRIDOR 20041 STAFF FOOD LOUNGE 226 STAIR 3 20003 MAIL 228 CLOSET 250A CLOSET 246A STAIR 2 20002 CLOSET 247A CLOSET 245A CLOSET 237A CLOSET 235A CLOSET 241A CLOSET 243A CLOSET 240A CLOSET 238A COAT CLOSET 233A CH-9 CH-9 CH-9 CH-9 CH-3 CH-3 CH-3 CH-3 CH-3 CH-3 CH-2 CH-2 CH-2 TA-16 TA-4 TA-4 TA-4DE-5DE-5DE-5 LAWYERING OFFICE 251 CH-3 CH-3 TA-4 CH-2 DE-5 COAT CLOSET 232A MECHANICAL 20025 CLOSET 227A FACULTY LOUNGE 227 CORRIDOR 20048 FIN. AID DIR. OFFICE 10025 CORRIDOR 20041 CORRIDOR 20041 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 A915 Furniture Plan - Level 2 2014-22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovation 1/8" = 1'-0"A915 1 Furniture Plan - Level 2 No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S000 GENERAL NOTES 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationGENERAL 1.These notes highlight but do not replace the specifications contained in the Project Manual. 2.The applicable building code is 2015 New York State Uniform Fire Prevention and Building Code (NYS Uniform Code); 2015 IBC and 2015 IEBC. 3.Refer to the Design Loads and Factors table on sheet S-001 for code required loads for the project. 4.Refer to the Special Inspections tables on sheet S-002 for special inspection requirements for the project. 5.Contractor is solely responsible for means and methods and protecting adjacent structures during the course of the work. Do not damage or endanger the structural integrity of the Work or Existing Structure. 6.Contractor shall be responsible for the proper and safe design of shoring systems for trenches and excavations. 7.Notify Engineer in case of discrepancies between drawings, these notes, and Project Manual before proceeding with the work. 8.Use architectural drawings and drawings of other trades in conjunction with the structural drawings to properly perform the work. 9.If conditions disclosed during demolition reveal unforeseen conditions, promptly request direction from Engineer before proceeding. 10.Contractor is responsible for coordinating between sub-contractors. 11.Do not scale drawings. 12.Sections and details shown, while drawn for specific locations, are intended to establish the general types of details to be used throughout. 13.The Engineer's review of a submittal shall not relieve the Contractor of his responsibility to follow the intent of the contract drawings. DELEGATED DESIGN ITEMS 1.Employ or retain a professional engineer licensed in New York State to design and detail the following performance specified structural components: A.Structural steel connections B.Shoring / Scaffolding C.Temporary Excavation Support D.Cold formed steel framing E.Stairs and railings 2. See individual material sections for additional requirements. EXISTING BUILDING/STRUCTURE NOTES 1.Field dimensions: Verify all dimensions and accurately locate all existing columns, and other structural members before beginning work or preparing shop drawings. 2.Utmost care shall be exercised at all times when working on existing structural members to avoid impairing the carrying capacity of the existing structure. A.Should the Engineer determine that the carrying capacity of the existing structure has been impaired by, or as a result of, the operations of the Contractor, or is otherwise not in conformance with the contract documents, appropriate remedial work shall be required. B.Any damage resulting from the operations of the Contractor shall be repaired as directed by the Owner's representative at no additional cost to the Owner. 3.Notify Engineer before cutting or removal of any part of the existing structure not indicated to be modified or demolished. 4.Contractor shall coordinate locations and dimensions of all penetrations through existing concrete walls with mechanical/electrical/plumbing drawings and provide lintels or sleeves per structural details. The contractor shall provide an allowance in their bid/pricing for this work. 5.Where existing concrete encasement around structural steel frame has been removed for new work, repair / replace encasement with drypack (nonshrink grout) of thickness not less than existing encasement thickness. SITE PREPARATION 1.Locate and mark all underground utility lines before starting work and call all local jurisdictions having authority. 2.Permanent or abandoned timber lagging must be preservative treated prior to use to prevent insect infestation. REINFORCED CONCRETE 1.Concrete construction shall follow requirements of the project specifications and ACI 301 "Specifications for Structural Concrete". 2.Detail, fabricate and place reinforcing in accordance with the provisions set forth by the American Concrete Institute and the CRSI "Manual of Standard Practice." 3.Provide shop drawings showing full information for reinforcing placement. A. Reinforcing steel detailer shall adequately cross reference the structural drawings to the satisfaction of the engineer. B. Reinforcing steel detailer shall develop all sections with pertinent elevations given, to clearly indicate the position of the reinforcement and construction joints, without reproducing sections, plans, or elevations from the design drawings. 4.Provide reinforcing steel conforming to ASTM A615, Grade 60. 5.Length of reinforcing bars, if shown, does not include hooks. 6.Welded wire fabric shall conform to ASTM A185. 7.Concrete properties: See schedule on sheet S-001. 8.Clear cover for cast-in-place concrete reinforcing: See schedule on sheet S-001. 9.Reinforcement not shown on sections and plans is the same as that shown in similar sections and at similar locations. 10.Extend reinforcing through construction joints or provide dowels equal in size and number to bars in the doweled member. Develop or splice dowels on each side of cold joint according to the reinforcing development length tables on S-001 and respective typical details. 11.Use stirrup and tie bending radii for all #3 through #5 bars. 12.Slabs on Deck: A. See plan for supported slab on deck and reinforcement information. B. Contractor shall make allowances for additional concrete required due to deflection of the steel deck from the dead weight of concrete and construction loading in accordance with SDI guidelines in specs. C. Use wet screed to obtain constant thickness of concrete above beams. D. Do not install contraction joints in supported slabs. 13.Contractor shall notify Owner's inspection agency before placement of concrete to allow for inspection of reinforcing placement, clearance, stud quantities on steel beams, and to confirm debris has been removed from forms. 14.Refer to special inspections table for testing requirements. STRUCTURAL STEEL 1.Detail, fabricate, and erect structural steel in accordance with AISC 360 and AISC 303 "Code of Standard Practice". 2.Structural steel design is based on the Allowable Strength Design (ASD) methodology. All loads shown on drawings are unfactored (service) loads, unless noted otherwise. 3.The structural steel detailer shall develop all elevations, plans, and sections without reproducing same from the design drawings. Detailer shall adequately cross reference the structural drawings to the satisfaction of the engineer. All shop drawings shall be submitted for review and review comments incorporated prior to fabrication. 4.Materials shall conform to the following: ASTM A36 Bars, rods, angles, channels and plates ASTM A992 W and WT shapes ASTM A53, Grade B Pipes ASTM A500, Grade B Hollow Structural Sections ASTM A325 High strength bolts ASTM F1554 Grade 55 Anchor Rods AWS A5.1 E70XX Welding electrodes ASTM A36 All other structural shapes 5.Connections: A. DELEGATED DESIGN: The design of all new-to-new steel connections are the responsibility of the Contractor and shall be performed by the Contractor's qualified Professional Engineer. Submit comprehensive engineering design calculations, signed and sealed by a Professional Engineer licensed in New York State, prior to submitting piece detail shop drawings. B. Connections for new steel work shall be standard AISC connections using 3/4" dia. high-strength slip-critical bolts, unless noted otherwise. C. Moment Connections: Type FR fully restrained moment connection, as defined by the AISC Specification for Structural Steel Buildings. D. All bolted moment and bracing connections shall be slip-critical joints. Faying surfaces in slip-critical joints shall be uncoated. If members are hot-dip galvanized in accordance with ASTM A123 faying surfaces shall be subsequently roughened by hand wire brushing. E. Provide standard AISC welded connections for connections of new work to existing steel beams and columns. F. Minimum depth of shear connections shall be half the beam depth, two bolt minimum. G. All bolts, nuts, washers and related hardware for exterior and other galvanized steel construction shall be mechanically galvanized according to ASTM B695, Class 50. H. Provide minimum weld sizes in accordance with AISC 360 Specification for Structural Steel Buildings. I. Electrodes shall be suited to grade and weldability of base metal. J. Use AWS certified welders for structural welding. K. Remove galvanizing from steel in the area of field welding. Repair abraded surfaces and coat weld with zinc-rich coating. 6.Steel framing shall be properly guyed, aligned and plumbed within AISC tolerances before proceeding with final connections. 7.Provide 1/4" setting/leveling plates under all steel columns, unless otherwise noted. 8.Base plates shall be shop welded to columns; larger plates may be shipped separately and field welded. 9.Provide a survey of in-place anchor bolt locations to the steel fabricator. Adjust anchor bolt holes accordingly before fabrication of column base plates and delivery to the site. 10.All cap/base plates shall match flange thickness of beam above (1/2" minimum thickness) for beams bearing on columns. 11.Cap all HSS tubular columns with 1/8" plate. 12.Punch or drill holes for architectural details in shop. 13.Field cutting or burning of structural steel is prohibited. 14.Steel deck shall be manufactured by a member firm of the Steel Deck Institute (SDI) and shall be detailed, fabricated and erected in accordance with SDI specifications. 15.See plans for steel deck type, depth and gauge. 16.Attach steel deck to supporting steel and fasten side laps in accordance with the specifications. 17.Deck gauges indicated are minimums based on two span conditions. Contractor shall verify all steel deck shoring requirements and provide temporary shoring in accordance with the steel deck manufacturer. The contractor may elect to provide heavier deck gauges to reduce temporary shoring requirements. 18.See architectural drawings for additional steel not shown on structural drawings. 19.Galvanize exterior exposed steel in accordance with ASTM A123. Repair scratched or abraded galvanized surfaces with zinc-rich coating. After galvanizing, straighten members to meet AISC standard mill tolerances. 20.Galvanize all lintels, shelf angles, beams and plates (including their associated shims, bolts and accessories) in direct contact with the exterior wythe of masonry. Additional members/assemblies shall be galvanized where noted on the drawings. 21.Where plates, angles or other miscellaneous members require welding (either field or shop) or slip-critical connections, mask connection surfaces prior to shop priming and touch-up with primer after completing connection. 22.Provide adjustable connections for all members designated as AESS to facilitate adjustment to achieve the specified tolerance. STEEL STAIRS 1.Stair treads, risers, and connections shall be designed by a professional engineer (engaged by the Contractor) licensed in New York State. 2.Contractor shall submit signed and sealed shop drawings and calculations from the stair design engineer to the design team for review and incorporate review comments prior to fabrication. 3.See architectural drawings for stair locations, dimensions and details. COLD-FORMED STEEL FRAMING 1.Cold-formed steel framing shall be designed by a professional engineer engaged by the Contractor and registered in New York State. Cold-formed steel framing shall be capable of withstanding design loads as indicated in the Design Loads and Factors schedule. Design of connection to the structural frame shall also be provided. Signed and sealed shop drawings and calculations shall be submitted to the Engineer for review. 2.Structural Engineer shall review cold-formed steel framing drawings and calculations for use of appropriate design criteria and forces applied to other structural elements only. 3.Cold-formed steel framing shall be designed in accordance with AISI "North American Specification for the Design of Cold-Formed Steel Structural Members" and the "2011 Code of Standard Practice for Cold-formed Steel Structural Framing". 4.Installation of cold-formed steel framing shall be in accordance with the AISI S200 - "Standard for Cold-Formed Steel Framing - General Provisions" (latest edition). 5.Install members level, plumb, and true to line to a maximum tolerance of 1/8" in 10'. 6.Deflection Limits: A.Metal Wall Panel - Per manufacturer's requirements. B.Floor Framing - span/360 live load; span/240 total load C.Ceiling Joist Framing - span/240. 7.Final gauge and spacing of studs and joists shall be determined by the specialty engineer. 8.Maximum spacing of stud/joist bridging shall be in accordance with AISI specification. 9.Provide vertical slip connections at the underside of floor and/or roof structure above for all stud connections in non-bearing stud walls. 10. All studs shall be G-90 galvanized according to ASTM A1003. POST-INSTALLED ANCHORS 1.Drill and install post-installed anchors according to manufacturer's printed installation instructions and per manufacturer's on-site training. 2.All post-installed anchors shall meet ICC-ES Compliance for each type of application. 3.Submit product information and ICC-ES Evaluation Report for each anchor. 4.All anchor designs are for installation in the following conditions, unless noted otherwise. Written approval must be received from Engineer prior to installation of adhesive anchors in alternate conditions. D.Dry concrete, unless noted otherwise. E.Concrete temperature at time of installation must be between 14° F and 104° F. See manufacturer's printed installation instruction for adhesive gel and cure times. F.Anchor holes to be hammer drilled. G.Anchor holes to be cleaned per manufacturer's printed installation instructions prior to adhesive injection. 5.All post-installed anchors in concrete shall be suited for use in seismic and cracked concrete applications. 6.Adhesive anchors in concrete shall be Hilti HIT HY-200 or approved equal. 7.Adhesive anchors in CMU grouted solid at the anchor shall be Hilti HY-70 or approved equal. Cells at the anchor and one course above and below the anchor shall be grouted solid. 8.Adhesive anchors in masonry and hollow CMU shall be Hilti HIT HY-70 with mesh sleeves, or approved equal. 9.Expansion anchors in concrete shall be Hilti KWIK Bolt TZ, or approved equal. 10.Expansion anchors in CMU grouted solid at the anchor shall be Hilti KWIK Bolt 3. Cells at the anchor and one course above and below the anchor shall be grouted solid. 11.Provide standard AISC holes in all steel members receiving post-installed anchors. If oversized holes are provided to ease installation of the anchors, a plate washer (1/4"x2"x2") with an AISC standard hole shall be installed and 1/8" fillet welded (all around) to the member. 12.Testing: 10% of each type and size of drilled-in anchor shall be proof loaded by the independent testing laboratory. Adhesive anchors and capsule anchors shall not be torque tested unless otherwise directed by the Engineer. If more than 10% the tested anchors fail to achieve the specified torque or proof load within the limits as defined in the Drawings, all anchors of the same diameter and type as the failed anchors shall be tested, unless otherwise instructed by the Engineer. SHORING/SCAFFOLDING 1.The contractor shall submit shoring/scaffolding shop drawings and calculations, prepared and sealed by a professional engineer licensed in the state of the project, for the following: A.Building/structure support shoring. B.Scaffolding. 2.Shoring and scaffolding shall comply with O.S.H.A. regulations. 3.The structural engineer of record (SER) will review shoring/scaffolding submittals only for loads transmitted to the building structure. Submittals shall clearly indicate the location and magnitude of all loads applied to the building or structure. The contractor is responsible for design and performance of the shoring/scaffold system. No. Date Revision C KEAST & HOOD CO. OF NEW YORK, P.C.2016 50 DESIGN LOADS AND FACTORS SNOW EXPOSURE SNOW LOAD IMPORTANCE (I (C )e LIVE LOAD DATA FLOOR OR ROOF AREA ROOF AREA SNOW LOAD DATA (psf) LOAD FACTOR VALUE (psf) LOAD VALUE WIND LOAD DATA BASIC WIND SPEED OCCUPANCY CATEGORY FACTOR EARTHQUAKE DESIGN DATA 50 SEISMIC DESIGN CATEGORY SITE CLASS (ASSUMED) DESIGN SPECTRAL RESPONSE COEFFICIENT DESIGN SPECTRAL RESPONSE COEFFICIENT SPECTRAL RESPONSE ACCELERATION 0.2 SEC SEISMIC IMPORTANCE FACTOR SPECTRAL RESPONSE ACCELERATION 1.0 SEC FACTOR 0.159 1.25 VALUE (S ) (I )E .056 1.0 1.1 THERMAL FACTOR 1.0 S t(C ) EXISTING FLOORS UNO s ) 90 III 1(S ) (S )DS D1(S ) GROUND SNOW LOAD (P ) D 0.170 0.089 B OCCUPANCY CATEGORY NEW COMMUNICATING STAIR EXISTING GROUND FLOOR RECEIVING, LOBBIES & ARCADE 39FLAT ROOF SNOW LOAD (P ) g f 3S WIND IMPORTANCE (I 1.15w) WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT 0.18 COMPONENTS AND CLADDING *VARIESWIND PRESSURE (PSF) IN ACCORDANCE w/ CH. 34, SECTION 3403.2.3 THE ADDITION DOES NOT ALTER THE DEMAND/ CAPACITY RATIO OF THE BUILDING ELEMENTS BY MORE THAN 10%. * CALCULATED PRESSURES TO BE DETERMINED BY COMPONENT AND CLADDING PROVIDER. III (MPH)(V ) 6000 SOIL BEARING CAPACITY PER ORIGINAL CONSTRUCTION DOCUMENTS (PSF) 100 100 DESIGN CODE: 2015 NYS Uniform Code EXISTING GROUND FLOOR STORAGE & FREEZER AREAS 200 CFMF SUPPORTS AND CEILING JOISTS 20 (MIN) CAST-IN-PLACE CONCRETE PROPERTIES SCHEDULE TYPE NOMINAL AGGREGATE SIZE (ASTM C33 GRADING) *AIR CONTENT (±1%) 28 DAY COMPRESSIVE STRENGTH MAXIMUM W/C RATIO 5,000 psi 0.45 6% --0.50SLAB ON GRADE * AIR-ENTRAIN CONCRETE SUBJECTED TO FREEZE-THAW ENVIRONMENTS. DO NOT ALLOW AIR CONTENT OF TROWELED FINISHED FLOORS TO EXCEED 3%. ** REFER TO ACI 318-11 TABLE 4.2.1 0.553,500 psiFOUNDATIONS / PIERS 1" (#57)4,000 psi --1 1/2" (#467) 1" (#57) **EXPOSURE CATEGORY F0 F1 F3EXTERIOR SLABS & WALLS --0.50SLABS ON DECK LIGHTWEIGHT 3/4" (#67)4,000 psi F0 #10 #11 #9 28 31 25 9#3 #6 #7 #8 22 17 20 #5 #4 14 11 26 29 23 8 21 16 18 13 11 #3 CLASS B SPLICE DEV. LENGTH CLASS B SPLICE DEV. LENGTH CLASS B SPLICE #8 #7 #6 CLASS B SPLICE DEV. LENGTH DEV. LENGTH CLASS B SPLICE DEV. LENGTH CLASS B SPLICE #5 #4 DEV. LENGTH 33 63 72 55 48 43 36 28 22 29 22 17 2629 54 62 48 42 37 49 55 43 37 33 31 24 19 25 19 28 22 17 22 17 15 13 24 27 22 7 19 15 17 12 10 22 24 19 7 17 13 15 11 9 31 58 66 51 45 40 33 26 21 27 20 16 STRAIGHT BAR EMBED LENGTH SAME AS DEVELOPMENT LENGTH DEVELOPMENT LENGTH NOTES: DEVELOPMENT LENGTH OF STANDARD HOOK 4 x BAR DIA (2 1/2" MIN.) STANDARD HOOK CONCRETE STRENGTH DEVELOPMENT LENGTH OF STANDARD HOOK 3000 psi BAR SIZE 3500 psi BAR SIZE BEAMS, FOOTINGS, & SLABS ≤ 13" DEEP AND VERTICAL BARS IN WALLS CONDITION 3000 psi CONCRETE 4000 psi 5000 psi REINFORCING DEVELOPMENT LENGTHS (INCHES) 12 x BAR DIA 1.SCHEDULE IS BASED ON GRADE 60, UNCOATED REINFORCING IN NORMAL WEIGHT CONCRETE. 2.CONCRETE STRENGTH INDICATED IS 28-DAY COMPRESSIVE STRENGTH. 3.ALL LAP SPLICES SHALL BE CLASS B, UNLESS NOTED OTHERWISE. 4.CLASS A SPLICE IS THE SAME AS DEVELOPMENT LENGTH. 5.WHEN BARS OF DIFFERENT SIZE ARE SPLICED, SPLICE LENGTH SHALL BE THE LARGER OF EITHER DEVELOPMENT LENGTH OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR. 6.FOR HOOKED DOWELS IN FOOTINGS MEETING REQUIREMENTS OF ACI 318 12.5.3.a, THE HOOK LENGTH CAN BE 0.7 x TABLE VALUE. 7.TOP BAR DESIGNATES HORIZONTAL BAR PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE BAR. 4 x BAR DIA -#3 to #8 5 x BAR DIA -#9 to #11 4 x BAR DIA -#3 to #8 5 x BAR DIA -#9 to #11 3500 psi CONCRETE 4000 psi CONCRETE 5000 psi CONCRETE TYPE COVER 2"Piers Slab on Grade (top steel) 1 1/2" Interior Slab 3/4" CAST-IN-PLACE CONCRETE CLEAR COVER FOR REINFORCING 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S001 SCHEDULES 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationABV Above ADDL Additional ADH Adhesive ADJ Adjacent, Adjustment AESS Architecturally Exposed Structural Steel AFF Above Finished Floor ALT Alternate ANCH Anchor APRX Approximate AR Anchor Rod ARCH Architect(ural) BOT, B Bottom B/Bottom of B-B Back-to-Back BEL Below BLDG Building BM Beam BP Base Plate BRG Bearing BRKT Bracket BS Both Sides BT Bent BTWN Between BYD Beyond CANT.Cantilever CAP.Capacity C-C Center-to-Center CE Concrete Encased CHAM Chamfer CIP Cast In Place CJ Control/Contraction Joint CL Centerline CLG Ceiling CLR Clear CM Construction Manager CMU Concrete Masonry Unit COL Column COMB.Combined COMP Composite CONC Concrete CONN Connection CONST Construction CONT Continuous CONTR Contractor COORD Coordinate COV Cover STANDARD ABBREVIATIONS CP Cap Plate CTR Center(ed) CW Curtain Wall DBL Double DEMO Demolition/Demolish DEPR Depress(ed)/Depression DET(S)Detail(s) DEV Develop/Development DIA, Ø Diameter DIAG Diagonal DIM(S).Dimension(s) DIR Direction DL Dead Load DN Down do.Ditto DP Deep DWG(S)Drawing(s) DWL Dowel (E)Existing EA Each EF Each Face EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator EMBED Embedment/Embedded ENGR Engineer EOD Edge Of Deck EOS Edge Of Slab EQ Equal EQP Equipment ES Each Side EXP Expansion EXT Exterior EW Each Way F/Face of FDN Foundation FIN.Finish(ed) FLG Flange FP Fireproofing FR Fully Restrained FRMG Framing FS Far Side FT Feet FTG Footing GA Gage GALV Galvanize(d) GC General Contractor GR Grade GYP Gypsum HDR Header HEF Horizontal Each Face HGR Hanger HI.High HIF Horizontal Inside Face HK Hook(ed) HOF Horizontal Outside Face HORIZ Horizontal HP High Point HT Height H&V Horizontal & Vertical HVAC Heating, Ventilating, & Air Conditioning I.D.Inside Diameter I.F.Inside Face INFO Information INSTL Install/Installation INT Interior JT Joint k Kip (thousand pounds) LL Live Load LLBB Long Legs Back to Back LLH Long-Leg Horizontal LLV Long-Leg Vertical LONGL Longitudinal LP Low Point LSL Long-Slotted Hole, LW Long Way LWC Light Weight Concrete M Moment MATL Material MAX Maximum MECH Mechanical MFR Manufacturer MIN Minimum MISC Miscellaneous MO Masonry Opening MTL Metal NIC Not In Contract NOM Nominal NS Near Side NTS Not To Scale NWC Normal Weight Concrete OC On Centers OD Outside Diameter O.F.Outside Face O-O Out-to-Out OPG Opening OPP Opposite PC Precast Concrete, Piece PCF Pounds per Cubic Foot PREFAB Prefabricate(d) PL Plate PMF Premolded Filler PROJ Project(ion) PSF Pounds per Square Foot PSI Pounds per Square Inch RDK Roof Deck REF Reference REINF Reinforce(d)/ Reinforcement REQ(D)Require(d) REV Revise(d)/Revision RQMT(S)Requirement(s) SC Slip-Critical (connection) SCHED Schedule SECT Section SF Square Foot SHRG Shoring SIM Similar SL Slope(d) SLBB Short Legs Back to Back SLV Sleeve SOD Slab On Deck SOG Slab On Grade SPA Space(s)/Spacing SPEC(S)Specification(s) SQ Square SS Stainless Steel SSL Short-Slotted Hole STD Standard STIFF Stiffener NO.Stirrup STL Steel STRUC Structural SW Short Way T Top T/Top of T&B Top and Bottom TEMP Temporary, Temperature THD Thread(ed) THK Thick(ness) TYP Typical UNO Unless Noted Otherwise VAR Varies VEF Vertical Each Face VERT Vertical VIF Vertical Inside Face, Verify In Field VOF Vertical Outside Face w/With w/o Without WP Work Point, Waterproofing WT Weight WWF Welded Wire Fabric XS Extra Strong XXS Double Extra Strong ±Exist Dim or El (VIF) No. Date Revision SPECIAL INSPECTIONS PROGRAMSECTIONITEMCONTINUOUSPERIODIC2006 IBCREFERENCESECTIONREFERENCESTANDARDCOMMENTSGENERAL INSPECTIONS OF FABRICATORSX 1704.1SEE EXCEPTIONS (1704.2.2)CONCRETEINSPECTION OF REINFORCING STEEL & PLACEMENTX 1913.4 ACI 318: 3.5, 7.1-7.7INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO & DURINGPLACEMENT OF CONCRETEX 1911.5VERIFYING USE OF REQUIRED DESIGN MIXX1904.2.2, 1913.2,1913.3ACI 318:Ch. 4, 5.2-5.4SAMPLING FRESH CONCRETE & PERFORMING SLUMP, AIR CONTENT &DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OFMAKING SPECIMENS FOR STRENGTH TESTSX 1913.1ASTM C 172 ASTM C 31ACI 318: 5.6, 5.8INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATIONTECHNIQUESX1913.6, 1913.7,1913.8ACI 318: 5.9, 5.10INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE &TECHNIQUESX 1913.9 ACI 318: 5.11-5.13INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THECONCRETE MEMBER BEING FORMEDX ACI 318: 6.1.1STEELMATERIALVERIFICATION OFHIGH-STRENGTHBOLTS, NUTS, &WASHERSID MARKINGS TO CONFORM TO ASTM STANDARDS X AISC 360, SECT A3.3MANUFACTURER'S CERTIFICATE OF COMPLIANCEAS REQUIREDXHIGH-STRENGTHBOLTINGBEARING-TYPE CONNECTIONX 1704.3.3 AISC 360, SECT M2.5SLIP-CRITICAL CONNECTION X 1704.3.3 AISC 360, SECT M2.5MATERIALVERIFICATION OFSTRUCTURAL STEELID MARKINGS TO CONFORM TO ASTM STANDARDS 1708.4ASTM A 6, ORASTM A 568MANUFACTURER'S CERTIFIED MILL TESTREPORTS REQUIRED1708.4ASTM A 6, ORASTM A 568MATERIALVERIFICATION OFWELD FILLERID MARKINGS TO CONFORM TO AWS STANDARDSAISC 360 SECT A3.5MANUFACTURER'S CERTIFICATE OF COMPLIANCEREQUIREDSHOP WELDINGSHOP WELDER CERTIFICATION(S)INSPECTOR TO OBTAIN COPY PRIOR TO START OF WORKSINGLE PASS FILLET < OR = 5/16"X 1704.3.1 AWS D1.1 NOT REQUIRED IF APPROVED FABRICATORFILLET WELDS > 5/16" X 1704.3.1 AWS D1.1PARTIAL/COMPLETE PENETRATION X 1704.3.1 AWS D1.1FIELD WELDINGWELDER CERTIFICATION(S)INSPECTOR TO OBTAIN COPYSINGLE PASS FILLET < OR = 5/16"X 1704.3.1 AWS D1.1ERECTION WELDER CERTIFICATION DOCUMENTS REQUIREDPRIOR TO START OF WORK ELSE CONTINUOUS INSPECTIONFILLET WELDS > 5/16" X 1704.3.1 AWS D1.1 doPARTIAL/COMPLETE PENETRATION X 1704.3.1 AWS D1.1WELDING OF METAL DECKX 1704.3 AWS D1.3ERECTION WELDER CERTIFICATION DOCUMENTS REQUIREDPRIOR TO START OF WORK ELSE CONTINUOUS INSPECTIONWELDING OF ANCHORS & SHEAR STUDSX 1704.3 AWS D1.1, SECT 7 doWELDING OF LIGHT GAGE METAL FRAMINGX 1704.3 AWS D1.13 doINSPECTION OFSTEEL FRAME JOINTDETAILS FORCOMPLIANCE w/CONSTRUCTIONDOCUMENTSDETAILS SUCH AS BRACING & STIFFENING X 1704.3.2MEMBER LOCATIONSX 1704.3.2APPLICATION OF JOINT DETAILS AT EACHCONNECTIONX 1704.3.2SPECIAL INSPECTIONS PROGRAM - POST INSTALLED ANCHORSVERIFICATION AND INSPECTIONCONTINUOUSPERIODICIBCREFERENCESECTIONREFERENCESTANDARDCOMMENTSINSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE XACI 318: 3.8.6,3.8.7, 8.1.3, 21.1.8SEE GENERAL NOTES FOR REQUIRED PULL TESTINSPECTION OF ANCHORS INSTALLED IN MASONRYXACI 530: TABLE1.19.2, 1.19.3SEE GENERAL NOTES FOR REQUIRED PULL TESTSTRUCTURAL TESTING & INSPECTION PROGRAM NOTES:1. THE INTENTION OF THIS TABLE IS TO IDENTIFY THE CONSTRUCTION REQUIRING SPECIALINSPECTION AS REQUIRED BY THE 2006 INTERNATIONAL BUILDING CODE (IBC). OWNER SHALLENGAGE THE INDEPENDENT SPECIAL INSPECTION AGENCY. CONTRACTOR TO NOTIFY INSPECTOROF PROGRESS OF CONSTRUCTION AND PROVIDE ACCESS TO THE SITE TO COMPLETE INSPECTIONS.EACH SPECIAL INSPECTOR IS RESPONSIBLE FOR JOB SPECIFIC ITEMS AS DEFINED IN CHAPTER 17OF THE IBC (AND IN ACCORDANCE WITH THE SPECIFICATIONS).2. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BYA CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIALSAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTINGSECTION OF THE PROJECT SPECIFICATIONS AND THE GENERAL NOTES. THE TESTING AGENCYSHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THEENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY CONSTRUCTION WHICH FAILS TO MEET THEPROJECT SPECIFICATIONS AND IBC REQUIREMENTS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE CONTRACTOR FOR CORRECTION AND THE ENGINEER IF UNCORRECTED.SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNEDCOMPONENTS.3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR SHALL BE ON SITE ATALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC SPECIALINSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT THE TIME INTERVALSNECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTIONS IS IN COMPLIANCE.4. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING INSPECTOR.NOTE: OWNER SHALL ENGAGE THE INDEPENDENTSPECIAL INSPECTION AGENCY. CONTRACTOR TONOTIFY INSPECTOR OF PROGRESS OFCONSTRUCTION AND PROVIDE ACCESS TO THESITE TO COMPLETE INSPECTIONS.150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Keast & Hood Co. of New York, P.C.400 Market St, Suite 1250Philadelphia, PA 19106215-625-0099Bruce E Brooks & Associates2209 Chestnut StreetPhiladelphia, PA 19103215-569-0400S002SPECIAL INSPECTIONS15900206/20/2016Construction DocumentsCornell UniversityHughes HallRenovationNo. Date Revision UP DN 1 2 3 4.1 5 7 A.1 B D C F G J H K 6 7.15.14 K.1 2 S102 POST UP, SEE S102 HSS12x4x3/8 STRINGER UP DISTANCE TO FIRST RIB VARIES, VIF, TYP TYP (E) STRUCT SLAB 2-WAY CONC RIBS, 4"Wx6"DP DEMO (E) SLAB FOR NEW PIER DOWN TO (E) GB, SEE SECTION. DURING WORK PROVIDE TEMP SUPPORT OF SOIL BELOW (E) SOG 1'-4"SQX1 1/2" THICK SLAB OVER SLAGBLOK INFILL [ -5'-7" ±] T/(E) GB [ -13'-5" ±] 4 S102 PORTION OF (E) CONC SLAB ABV TO REMAIN (T/ CONC +6'-2 1/4") PORTION OF (E) CONC SLAB ABV TO BE REMOVED PORTION OF (E) MASONRY BRG WALL TO BE REMOVED (E) MASONRY BRG WALL 4 S201 5 S201 (E) MASONRY WALL THICKENED, DEPRESSED SLAB @ STAIR STRINGERS, SEE SECT 2 S300 3 S300 DNSEE ARCH DWGS FOR WALL DEMO RQMTS (E) 10WF(E) 16WFVIF1'-3"REMOVE TWO SINGLE (E) SLAGBLOCK CONC SLAB AREAS; DO NOT REMOVE ANY (E) CONC JOIST VIF 1'-4" 4.9 4" CONC SLAB REINF w/ MACRO SYNTHETIC FIBER A 4.14 3 - #6 DWLS CTRD ON GB, ANCH TO (E) GB w/ STRUCT ADH w/ 8" EMB BASE PL 1"x10"x1'-4" w/ 3/4"Ø ANCH BOLTS SEE PLAN 1'-0'1'-0"(E) SOG (E) GB/ WALL VIF ISO JT 2'-0" ± MIN 6" 3 S102 (E) GB/ WALL (E) FDN WALL BYD (E) CONC ENCASEMENT SOIL CONDITIONS 2'-6"± GC VERIFY w/ TEMP EARTH SUPPORT BY CONTRACTOR -7'-0 1/4"± VIF WWF6x6 W2.9xW2.9 -5'-7" ROUGHEN (E) SURFACE & TREAT w/ BONDING AGENT G 2 S102 EMBED1'-0"10" INFILL SOG, SEE SECT 3/S-101 FOR ADDL INFO 6 - #6 V # 3 TIES @ 8" w/ 2 @ 2" T&B STEEL FRAMING NOTATION 20k MOMENT CONNECTION, TYPE [FR], DEVELOP FULL MEMBER CAPACITY (UNO) CANTILEVERED FRMG SIZE TO MATCH ADJ SPAN (UNO) RELATIVE T/STEEL ELEVATION @ COLUMN (FOR SLOPED BEAMS) T/STEEL ELEVATION (SEE PLAN NOTES FOR REFERENCE ELEVATION) CANT BEAM REACTION - REQUIRED SHEAR CAPACITY OF CONN (WHEN NOT NOTED ON PLAN, USE 15k) (-7 1/2") ARCH EXPOSED STRUCT STEEL REQUIRED MOMENT CAPACITY, IN FT-KIPS W21x44 * INDICATES BEAM SLOPES SLAESS65 25k 75 CX DESIGNATES CONN TO EXISTING CONCRETE ENCASED BEAM OR COL CONNECTION TYPE CONNECTION TYPE REFERENCE DETAIL C1 C2 C3 C1/S-202 C2/S-202 C3/S-202 C4 C4/S-202 C5 C5/S-202 C6 C6/S-202 C7 C7/S-202 (-7 1/2") COORD BEAM LOCATION w/ HVAC SEE PLANMIN 6" 3'-0"8" STAIR SLAB 3'-0"x7'-0" w/ #4@12 BOT SW & 4- #4 BOT LW BASE PL 3/4"x10"x1'6" w/ (4) - 3/4Ø EXP ANCHORS w/ 4 3/4" EMBED STRINGER, SEE PLAN TREADS, SEE ARCH SAW-CUT SLAB GRIND SMOOTH GROUT3/4"3 4.1 A.1 B 4 DN4" THICK CONC OVERBUILD SLAB, REINF w/ MACRO SYNTHETIC FIBER 5'-0"2 S300 A SIM 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S102 FRAMING PLAN - LOWER LEVEL 2 & PARTIAL PLAN LL3 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S102 FRAMING PLAN - LOWER LEVEL 21 PLAN NOTES: 1.T/ LEVEL LL2 (E) SLAB ON GRADE & STRUCTURAL SLAB = +10'-1" ± FROM LEVEL LL3 REFERENCE ELEVATION OF 0'-0". SLAB ELEVATION INDICATED SHALL BE AS REFERENCED [±] FROM +10'-1". 2.B/ FTG ELEVATION ARE AS REFERENCED [±] FROM T/ LEVEL LL2 SLAB. 3.T/ NEW SOG = T/ (E) SOG UNO. VIF. 4.T/ CONC PIER = -0'-8" FROM T/ SLAB UNO. 5.T/ NEW STRUCTURAL STEEL = -0'-7" TYP UNO AS [±] FROM +10'-1" BETWEEN NEW STEEL AND (E) CONC BEAMS SHALL BE DRY-PACKED w/ NON-SHRINK GROUT. SEE TYP DETAIL. SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S102 SECTION - PIER AT STAIR TO POST2 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S102 SECTION - PIER AT STAIR TO POST3 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S102 SECTION - STAIR & STRINGER FOUNDATION4 SCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S102 PARTIAL PLAN FOUNDATION - LOWER LEVEL 35 No. Date Revision 1 2 3 4.1 5 7 A.1 B D C F G J H K 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 7.15.14 K.1 E M 3.1 (E) 10 WF(E) 10 WF1 1/2" 20 GA COMP STL DK w/ 3 1/2" LW CONC COVER w/ 6x6-W1.4xW1.4(E) 12 WF L3x3 BOLTED TO CONC ENCASEMENT ( 5/8"Ø HILTI HIT HY200) w/ 3" EMBED (TYP)W8X18W8X18(E) 16 WF (E) 8C (E) 10 WF(E) 10 WF5"MC12 BENT STRINGER 733'-8" (E) 16 WF 729'-9 1/4"W10X33W10X22 W10X22 W8X18 10 S200 (E) 16 WF(E) 14 WF(E) 16 WF(E) 16 WFSEE PARTIAL PLAN FOR ADDL INFO (E) 16 WF(E) 10 WFFRAME TO (E), TYP W 8x31P O ST F.1 F.2 (E) 8 WF(E) 14WF 5 S201 4 S201 C3 S202 W8X31 C3 S202 EXIST SLAGBLOK CONC SLAB TO BE REMOVED REINF OPG w/ C6, SEE SECTION W8x18*BEAM BEL (E) SLAB W10X225'-4" S200 1 OPG HSS12X4X3/8 HSS12X4X3/8HSS8X6X3/8HGRHSS6x3x1/4H G RH S S 6 x 3 x 1/4 MC6x184" SOD CANT CANT W8X28 6 S201 C3 C3C3C3C3 7 S20114'-8" ±2'-3"2'-3"(E) 8WF(E) 10WF(E) 16WF3 S201 C4C1 C1 (E) 10 WFC6 C3 C3 C1 C1 C1 C1 C1 C1 C5 C5 C3 C3 4.9 * W8x18* W8X18 HSS12X4X3/8 HSS12X4X3/8 HSS12X4X3/8 A 2 S202 STEEL FRAMING NOTATION 20k MOMENT CONNECTION, TYPE [FR], DEVELOP FULL MEMBER CAPACITY (UNO) CANTILEVERED FRMG SIZE TO MATCH ADJ SPAN (UNO) RELATIVE T/STEEL ELEVATION @ COLUMN (FOR SLOPED BEAMS) T/STEEL ELEVATION (SEE PLAN NOTES FOR REFERENCE ELEVATION) CANT BEAM REACTION - REQUIRED SHEAR CAPACITY OF CONN (WHEN NOT NOTED ON PLAN, USE 15k) (-7 1/2") ARCH EXPOSED STRUCT STEEL REQUIRED MOMENT CAPACITY, IN FT-KIPS W21x44 * INDICATES BEAM SLOPES SLAESS65 25k 75 CX DESIGNATES CONN TO EXISTING CONCRETE ENCASED BEAM OR COL CONNECTION TYPE CONNECTION TYPE REFERENCE DETAIL C1 C2 C3 C1/S-202 C2/S-202 C3/S-202 C4 C4/S-202 C5 C5/S-202 C6 C6/S-202 C7 C7/S-202 (-7 1/2") COORD BEAM LOCATION w/ HVAC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S103 FRAMING PLAN - LOWER LEVEL 1 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S103 FRAMING PLAN - LOWER LEVEL 11 PLAN NOTES: 1.T/ LEVEL LL1 STRUCT SLAB = +20'-2" FROM LEVEL LL3 REFERENCE ELEVATION OF 0'-0". SLAB ELEVATIONS INDICATED SHALL BE AS REFERENCED [±] FROM +20'-2". 2.T/ (E) STRUCT STEEL = -2 1/2" ± TYP UNO. ALL (E) STRUCT STEEL IS CONCRETE ENCASED. 3.EXISTING STRUCT SLAB IS A 6" TOTAL DEPTH SLAB w/ 1 1/2" SLAB SUPPORTED BY 4"Wx6"DP 2-WAY CONC RIBS. INFILL BELOW SLAB IS NON-STRUCTURAL SLAGBLOK. SEE S-101 FOR TYPICAL LAYOUT. 4.T/ NEW STRUCTURAL STEEL= -0'-7" ± TYP UNO AS [±] FROM +20'-2". VOID BETWEEN NEW STEEL & (E) CONC RIBS SHALL BE DRYPACKED w/ NON-SHRINK GROUT. SEE TYP DETAILS. 5.ALL NEW STEEL SHALL BE FRAMED DIRECTLY TO (E) STRUCT STEEL UNO. SEE TYPICAL DETAIL FOR CONCEPT CONNECTIONS TO BE WELD BY FABRICATOR'S CONNECTION DESIGNER. 6.NEW FRAMING TO SUPPORT (E) STRUCT SLAB SHALL BE INSTALLED AND GROUTED TIGHT PRIOR TO BEGINNING DEMOLITON WORK. SLAB EDGES SHALL BE SAW CUT, FULL DEPTH. 7.REFER TO A-SERIES & AD - SERIES DWGS FOR SLAB OPENING DIMENSIONS. COORD DIMENSIONS w/ HVAC & EXISTING CONDITIONS. No. Date Revision 1 2 3 4.1 5 7 A.1 B D C F G J H K 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 7.15.14 K.1 E M 3.1 (E) C12 (E) 10WF(E) 12WF(E) 8WF W8X18 W8X18 6"1'-2"CUT (E) CHANNELS FLUSH w/ CONC ENCASEMENT FOR (E) C12'S W8X18W10X22W10X33W10X22 10 S200 1 1/2" 20 GA COMP STL DK w/ 3 1/2" LW CONC COVER w/ 6x6-W1.4xW1.4(E) 16 WF(E) 14 WF(E) 16 WF(E) 16 WFF.1 F.2 (E) 10 WF(E) 8 WF EXISTING 1 1/2" SLAB DEPRESSION, SEE NOTE 7 EXIST SLAGBLOK CONC SLAB TO BE REMOVED REINF OPG w/ C6, SEE SECTION W8X28 C3 S202 3 S201 W8* DUCT SHAFT C3 S202 (E) 10 WF (E) 16 WF(E) 10 WFFRAME TO (E), TYP W 8x31P O ST (E) 14WF SEE PARTIAL PLAN FOR ADDL INFO S200 1 OPG W10X22MC6x18HSS12x4x3/8 HSS12x4x3/8 HGRHSS6x3x1/4H G RH S S 6 x 3 x 1/4 4" SOD CANT CANT C3 C3 C3C3 14'-8" ±2'-3"2'-3"(E) 8WF(E) 10WF(E) 16WFC3C4C1 C1 C1 C1 C1 C1 C1 C1 6"6" 3" CONC SLAB w/ 6x6- W1.4xW1.4 WWF ON LAYERED & GLUED EXTRUDED POLYSTYRENE SHEETS (40psi COMP STRENGTH) 9 S201 8 S201(-0'-10")4.9 HSS8X6X3/8HSS12X4X3/8*C6C6* HSS12X4X3/8 HSS12X4X3/8 EDGE OF SLAB EDGE OF THICKENED SLAB BELOW CURTAN WALL A STEEL FRAMING NOTATION 20k MOMENT CONNECTION, TYPE [FR], DEVELOP FULL MEMBER CAPACITY (UNO) CANTILEVERED FRMG SIZE TO MATCH ADJ SPAN (UNO) RELATIVE T/STEEL ELEVATION @ COLUMN (FOR SLOPED BEAMS) T/STEEL ELEVATION (SEE PLAN NOTES FOR REFERENCE ELEVATION) CANT BEAM REACTION - REQUIRED SHEAR CAPACITY OF CONN (WHEN NOT NOTED ON PLAN, USE 15k) (-7 1/2") ARCH EXPOSED STRUCT STEEL REQUIRED MOMENT CAPACITY, IN FT-KIPS W21x44 * INDICATES BEAM SLOPES SLAESS65 25k 75 CX DESIGNATES CONN TO EXISTING CONCRETE ENCASED BEAM OR COL CONNECTION TYPE CONNECTION TYPE REFERENCE DETAIL C1 C2 C3 C1/S-202 C2/S-202 C3/S-202 C4 C4/S-202 C5 C5/S-202 C6 C6/S-202 C7 C7/S-202 (-7 1/2") COORD BEAM LOCATION w/ HVAC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S104 FRAMING PLAN - GROUND LEVEL 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S104 FRAMING PLAN - GROUND LEVEL1 PLAN NOTES: 1.T/ LEVEL GROUND LEVEL STRUCT SLAB = +30'-3" FROM LEVEL LL3 REFERENCE ELEVATION OF 0'-0". SLAB ELEVATIONS INDICATED SHALL BE AS REFERENCED [±] FROM +30'-3". 2.T/ (E) STRUCT STEEL = -2 1/2" ± TYP UNO. ALL (E) STRUCT STEEL IS CONCRETE ENCASED. 3.EXISTING STRUCT SLAB IS A 6" TOTAL DEPTH SLAB w/ 1 1/2" SLAB SUPPORTED BY 4"Wx6"DP 2-WAY CONC RIBS. INFILL BELOW SLAB IS NON-STRUCTURAL SLAGBLOK. SEE S-101 FOR TYPICAL LAYOUT. 4.T/ NEW STRUCTURAL STEEL= -0'-7" ± TYP UNO AS [±] FROM +30'-3". VOID BETWEEN NEW STEEL & (E) CONC RIBS SHALL BE DRYPACKED w/ NON-SHRINK GROUT. SEE TYP DETAILS. 5.ALL NEW STEEL SHALL BE FRAMED DIRECTLY TO (E) STRUCT STEEL UNO. SEE TYPICAL DETAIL FOR CONCEPT CONNECTIONS TO BE WELD BY FABRICATOR'S CONNECTION DESIGNER. 6.NEW FRAMING TO SUPPORT (E) STRUCT SLAB SHALL BE INSTALLED AND GROUTED TIGHT PRIOR TO BEGINNING DEMOLITON WORK. SLAB EDGES SHALL BE SAW CUT, FULL DEPTH. 7.REFER TO A-SERIES & AD - SERIES DWGS FOR SLAB OPENING DIMENSIONS. COORD DIMENSIONS w/ HVAC & EXISTING CONDITIONS. No. Date Revision 1 2 3 4.1 5 7 A.1 B D C F G J H K 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 7.15.14 K.1 E M 3.1 8"(E) 8C (E) 8C (E) 12WF(E) 10WFW8X18 W8X18 W8X18 1 1/2" 20 GA COMP STL DK w/ 3 1/2" LW CONC COVER w/ 6x6-W1.4xW1.4 WWF W10X22 W10X33W10X22 S105 2 1 S201 10 S200 (E) 14 WF(E) 16 WF(E) 16 WFF.1 F.2 (E) 10 WF(E) 8 WF EXISTING 1 1/2" SLAB DEPRESSION, SEE NOTE 7 3 S201 W8X28 C3 S202 C3 S202 W8*DUCT SHAFT SIM EXIST SLAGBLOK CONC SLAB TO BE REMOVED REINF OPG w/ C6, SEE SECTION (E) 10 WF (E) 16 WF(E) 10 WFFRAME TO (E), TYP W 8x31P O ST OPG (E) 14WF (E) 16 WFSEE PARTIAL PLAN FOR ADDL INFO S200 1 W10X22HSS12X4X3/8MC6x18HSS12x4x3/8 HSS12x4x3/8 HGRHSS6x3x1/4H G RH S S 6 x 3 x 1/4 4" SOD CANT CANT C3 C3 C3C3 14'-8" ±2'-3"2'-3"(E) 8WF(E) 10WF(E) 16WFC3C4C1 C1 C6C1 C1 C1 C1 C1 C1 1'-0"6"6" 4.9 HSS12X4X3/8* * HSS12X4X3/8 HSS8X6X3/8A 7 7.1 (E) W14CFMF RAFTERS, SEE SECTION FOR ADDL INFO 1 S201 CANOPY, SEE ARCH FOR SHTHG REQMTS (E)L5x5 REINF ANGLE BELOW GALV FRAME w/ CFMF INFILL, SEE SECT FOR ADDL INFO SHORE VENEER ABOVENEW CANOPY OPG +REMOVE (E) VENEER FORADDITION OF NEW CANOPY+ LIMESTONE VENEER &REINSTALLATIONOF (E) VENEERSTEEL FRAMING NOTATION 20k MOMENT CONNECTION, TYPE [FR], DEVELOP FULL MEMBER CAPACITY (UNO) CANTILEVERED FRMG SIZE TO MATCH ADJ SPAN (UNO) RELATIVE T/STEEL ELEVATION @ COLUMN (FOR SLOPED BEAMS) T/STEEL ELEVATION (SEE PLAN NOTES FOR REFERENCE ELEVATION) CANT BEAM REACTION - REQUIRED SHEAR CAPACITY OF CONN (WHEN NOT NOTED ON PLAN, USE 15k) (-7 1/2") ARCH EXPOSED STRUCT STEEL REQUIRED MOMENT CAPACITY, IN FT-KIPS W21x44 * INDICATES BEAM SLOPES SLAESS65 25k 75 CX DESIGNATES CONN TO EXISTING CONCRETE ENCASED BEAM OR COL CONNECTION TYPE CONNECTION TYPE REFERENCE DETAIL C1 C2 C3 C1/S-202 C2/S-202 C3/S-202 C4 C4/S-202 C5 C5/S-202 C6 C6/S-202 C7 C7/S-202 (-7 1/2") COORD BEAM LOCATION w/ HVAC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S105 FRAMING PLAN - LEVEL 1 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S105 FRAMING PLAN - LEVEL 11 SCALE AT FULL SIZE 0 4' 8'4' 1/4" = 1'-0" S105 PARTIAL VESTIBULE ROOF PLAN2 PLAN NOTES: 1.T/ LEVEL FIRST FLOOR STRUCT SLAB = +40'-4" FROM LEVEL LL3 REFERENCE ELEVATION OF 0'-0". SLAB ELEVATIONS INDICATED SHALL BE AS REFERENCED [±] FROM +40'-4". 2.T/ (E) STRUCT STEEL = -2 1/2" ± TYP UNO. ALL (E) STRUCT STEEL IS CONCRETE ENCASED. 3.EXISTING STRUCT SLAB IS A 6" TOTAL DEPTH SLAB w/ 1 1/2" SLAB SUPPORTED BY 4"Wx6"DP 2-WAY CONC RIBS. INFILL BELOW SLAB IS NON-STRUCTURAL SLAGBLOK. SEE S-101 FOR TYPICAL LAYOUT. 4.T/ NEW STRUCTURAL STEEL= -0'-7" ± TYP UNO AS [±] FROM +40'-4". VOID BETWEEN NEW STEEL & (E) CONC RIBS SHALL BE DRYPACKED w/ NON-SHRINK GROUT. SEE TYP DETAILS. 5.ALL NEW STEEL SHALL BE FRAMED DIRECTLY TO (E) STRUCT STEEL UNO. SEE TYPICAL DETAIL FOR CONCEPT CONNECTIONS TO BE WELD BY FABRICATOR'S CONNECTION DESIGNER. 6.NEW FRAMING TO SUPPORT (E) STRUCT SLAB SHALL BE INSTALLED AND GROUTED TIGHT PRIOR TO BEGINNING DEMOLITON WORK. SLAB EDGES SHALL BE SAW CUT, FULL DEPTH. 7.REFER TO A-SERIES & AD - SERIES DWGS FOR SLAB OPENING DIMENSIONS. COORD DIMENSIONS w/ HVAC & EXISTING CONDITIONS. No. Date Revision 1 2 3 4.1 5 7 A.1 B D C F G J H K 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 7.15.14 K.1 E M 3.1 (E) 8C (E) 8C (E) 12WF(E) 10WF1 1/2" 20 GA COMP STL DK w/ 3 1/2" LW CONC COVER w/ 6x6-W1.4xW1.4 WWF (E) 8WF(E) 10WF(E) 16WFREUSE (E) FLOOR OPGS W10X22 W10X33(E) 14WF (E) 16WF(E) 16WF(E) 16WF W8X18 W8X18 W8X18 10 S200 W10X22 (E) 14 WF(E) 16 WF(E) 16 WFFRAME TO (E), TYP F.1 F.2 (E) 10 WF(E) 8 WF EXISTING 1 1/2" SLAB DEPRESSION, SEE NOTE 7 2 S201 C3 S202 C3 S202 W8*DUCT SHAFT C3 S202 SIM (E) 16 WF(E) 10 WF (E) 16 WF(E) 10 WFW 8x31P O ST (E) 14WF SEE PARTIAL PLAN FOR ADDL INFO S200 1 OPG W10X22MC6x18HSS12x4x3/8 HSS12x4x3/8 HSS12X4X3/8 HSS12X4X3/8HSS8X6X3/8HGRHSS6x3x1/4H G RH S S 6 x 3 x 1/4 4" SOD CANT CANT C3 C3 C3 C3 C3C3 W8X28 14'-8" ±2'-3"2'-3"(E) 8WF(E) 10WF(E) 16WFC3C4C1 C1 C1 C1 C1 C1 C1 C1 6"6"8"1'-0"HSS12X4X3/84.9 * *C6A STEEL FRAMING NOTATION 20k MOMENT CONNECTION, TYPE [FR], DEVELOP FULL MEMBER CAPACITY (UNO) CANTILEVERED FRMG SIZE TO MATCH ADJ SPAN (UNO) RELATIVE T/STEEL ELEVATION @ COLUMN (FOR SLOPED BEAMS) T/STEEL ELEVATION (SEE PLAN NOTES FOR REFERENCE ELEVATION) CANT BEAM REACTION - REQUIRED SHEAR CAPACITY OF CONN (WHEN NOT NOTED ON PLAN, USE 15k) (-7 1/2") ARCH EXPOSED STRUCT STEEL REQUIRED MOMENT CAPACITY, IN FT-KIPS W21x44 * INDICATES BEAM SLOPES SLAESS65 25k 75 CX DESIGNATES CONN TO EXISTING CONCRETE ENCASED BEAM OR COL CONNECTION TYPE CONNECTION TYPE REFERENCE DETAIL C1 C2 C3 C1/S-202 C2/S-202 C3/S-202 C4 C4/S-202 C5 C5/S-202 C6 C6/S-202 C7 C7/S-202 (-7 1/2") COORD BEAM LOCATION w/ HVAC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S106 FRAMING PLAN - LEVEL 2 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S106 FRAMING PLAN - LEVEL 21 PLAN NOTES: 1.T/ LEVEL SECOND FLOOR LEVEL STRUCT SLAB = +50'-5" FROM LEVEL LL3 REFERENCE ELEVATION OF 0'-0". SLAB ELEVATIONS INDICATED SHALL BE AS REFERENCED [±] FROM +50'-5". 2.T/ (E) STRUCT STEEL = -2 1/2" ± TYP UNO. ALL (E) STRUCT STEEL IS CONCRETE ENCASED. 3.EXISTING STRUCT SLAB IS A 6" TOTAL DEPTH SLAB w/ 1 1/2" SLAB SUPPORTED BY 4"Wx6"DP 2-WAY CONC RIBS. INFILL BELOW SLAB IS NON-STRUCTURAL SLAGBLOK. SEE S-101 FOR TYPICAL LAYOUT. 4.T/ NEW STRUCTURAL STEEL= -0'-7" ± TYP UNO AS [±] FROM +50'-5". VOID BETWEEN NEW STEEL & (E) CONC RIBS SHALL BE DRYPACKED w/ NON-SHRINK GROUT. SEE TYP DETAILS. 5.ALL NEW STEEL SHALL BE FRAMED DIRECTLY TO (E) STRUCT STEEL UNO. SEE TYPICAL DETAIL FOR CONCEPT CONNECTIONS TO BE WELD BY FABRICATOR'S CONNECTION DESIGNER. 6.NEW FRAMING TO SUPPORT (E) STRUCT SLAB SHALL BE INSTALLED AND GROUTED TIGHT PRIOR TO BEGINNING DEMOLITON WORK. SLAB EDGES SHALL BE SAW CUT, FULL DEPTH. 7.REFER TO A-SERIES & AD - SERIES DWGS FOR SLAB OPENING DIMENSIONS. COORD DIMENSIONS w/ HVAC & EXISTING CONDITIONS. No. Date Revision 1 2 3 4.1 5 7 A.1 B D C F G J H K 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 7.15.14 K.1 E M 3.1 9 S200 10 S200 1 1/2" - 18 GA GALV TYPE B ROOF DECK HSS6x3 HGR DOWN HSS6x3 HGR DOWN F.1 F.2 0" CANT W12x26[-2'-0"](E) 14WF (E) 10 WF W8x31 POST DOWN (E) 8WF (E) 10WF (E) 16WF (E) 12WF(E) 10WF(E) 8WF(E) 8WF (E) 16WFW8X18 W8*REMOVE PORTION OF (E) SLAB FOR DUCT SHAFTW12X19W12X26 10'-2" ± W12x26 [-2'-0"] [-2'-0"]W12X26CANT W12x14[-2'-0"]8 S200 1 S202 14'-8" ±2'-3"2'-3"C4 SIMC4 SIMC1 C1(E) 10 WFC74.9 5'-4" ± 45 45 C1 * 7 S201 SIM [-2'-0"] A STEEL FRAMING NOTATION 20k MOMENT CONNECTION, TYPE [FR], DEVELOP FULL MEMBER CAPACITY (UNO) CANTILEVERED FRMG SIZE TO MATCH ADJ SPAN (UNO) RELATIVE T/STEEL ELEVATION @ COLUMN (FOR SLOPED BEAMS) T/STEEL ELEVATION (SEE PLAN NOTES FOR REFERENCE ELEVATION) CANT BEAM REACTION - REQUIRED SHEAR CAPACITY OF CONN (WHEN NOT NOTED ON PLAN, USE 15k) (-7 1/2") ARCH EXPOSED STRUCT STEEL REQUIRED MOMENT CAPACITY, IN FT-KIPS W21x44 * INDICATES BEAM SLOPES SLAESS65 25k 75 CX DESIGNATES CONN TO EXISTING CONCRETE ENCASED BEAM OR COL CONNECTION TYPE CONNECTION TYPE REFERENCE DETAIL C1 C2 C3 C1/S-202 C2/S-202 C3/S-202 C4 C4/S-202 C5 C5/S-202 C6 C6/S-202 C7 C7/S-202 (-7 1/2") COORD BEAM LOCATION w/ HVAC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S107 PARTIAL ROOF - ATTIC LEVEL 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 8' 16'8' 1/8" = 1'-0" S107 ATTIC LEVEL - PARTIAL ROOF - THIRD LEVEL1 PLAN NOTES: 1.T/ LEVEL ATTIC LEVEL STRUCT SLAB = +60'-6" FROM LEVEL LL3 REFERENCE ELEVATION OF 0'-0". SLAB ELEVATIONS INDICATED SHALL BE AS REFERENCED [±] FROM +60'-6". 2.T/ (E) STRUCT STEEL = -2 1/2" ± TYP UNO. ALL (E) STRUCT STEEL IS CONCRETE ENCASED. 3.EXISTING STRUCT SLAB IS A 6" TOTAL DEPTH SLAB w/ 1 1/2" SLAB SUPPORTED BY 4"Wx6"DP 2-WAY CONC RIBS. INFILL BELOW SLAB IS NON-STRUCTURAL SLAGBLOK. SEE S-101 FOR TYPICAL LAYOUT. 4.T/ NEW STRUCTURAL STEEL= -0'-7" ± TYP UNO AS [±] FROM +60'-6". VOID BETWEEN NEW STEEL & (E) CONC RIBS SHALL BE DRYPACKED w/ NON-SHRINK GROUT. SEE TYP DETAILS. 5.ALL NEW STEEL SHALL BE FRAMED DIRECTLY TO (E) STRUCT STEEL UNO. SEE TYPICAL DETAIL FOR CONCEPT CONNECTIONS TO BE WELD BY FABRICATOR'S CONNECTION DESIGNER. 6.NEW FRAMING TO SUPPORT (E) STRUCT SLAB SHALL BE INSTALLED AND GROUTED TIGHT PRIOR TO BEGINNING DEMOLITON WORK. SLAB EDGES SHALL BE SAW CUT, FULL DEPTH. 7.REFER TO A-SERIES & AD - SERIES DWGS FOR SLAB OPENING DIMENSIONS. COORD DIMENSIONS w/ HVAC & EXISTING CONDITIONS. No. Date Revision 4.1 5 F G 5.143.1 10 S200 F.1 F.2 (E) 16 WF W10X33W10X22 W10X22 (E) 16 WF(E) 10 WF(E) 16 WF(E) 16 WF4" SOD: 2"NWC ON 2" 20GA GALV COMP STL DECK (E) 10 WFW 8x31P O ST [-4'-3 3/4"] TYP 3 (E) 8 WF(E) 14WF TREADS BY STAIR MFR C3 S202 CANT CANT HGRHSS6x3x1/4(AESS)H G RH S S 6 x 3 x 1/4 ( A E S S )W10X22HSS12x4x3/8 (AESS) STRINGER HSS12x4x3/8 (AESS) BEND PT 5'-4"14'-8" ±2'-3"2'-3"VARIES HSS8x6x1/2 (FLAT) [-4'-9 3/4"] 10'-2" ±(E) 16 WF[-4'-5 3/4"] 3 S200 BEND PT 6 S200 4 S200 S200 7 5 S200 MC6x18[-4'-9 3/4"]HSS12x4 S200 7 OH 6 S201 C67 S201 C3 C3 C3 C3 FRAME TO (E), TYP 4.9 7'-0" ±7'-0" ±A A A E C6x8.1 D F HSS 12x4 RECOMMENDED FIELD SPLICE IN HSS HSS 12x4 NOTE: MITER ALL RETURNS ON STRINGERS, TYP 8 JOINTS PER LEVEL. SEE DETAIL 7 ON THIS SHEET FOR ADDL INFO. 4.1 MC6 BENT STRINGER BYD HSS12x4x3/8 STRINGER NEAR SIDE RAILING, SEE ARCH T&B C6 BRACE CJP GRIND SMOOTH 4.13.1 SEE PLAN NOTE: SLAB NOT SHOWN FOR CLARITY CJP POST CONN BY CW MFR STRINGER DOWN, OPP HAND CJP GRIND SMOOTH 3/8 L4x4x3/8 TYP MC6 HOLE FOR HVAC PIPING, MAX Ø=1 1/4" PROFILE OF SLAB L4x4x3/8 11" 4.1 MC6 BENT STRINGER BYD SEE 2/S200 FOR TREAD /PAN INFO BENT PL 1/4x4"x7 1/2"x CONT BETWEEN STRINGERS 3/16 3-12 11" 3.1 F.1 MITER HSS12x4 L4x4 HGR BLIND BOLT CONN (HOLLOW BOLT OR EQ) w/ 10k SHEAR CAPACITY SHIM SPACE FOR LATERAL ADJASTMENT CJP GRIND SMOOTH NOTE: SLAB NOT SHOWN FOR CLARITY1'-1" CL OF W10 BM SAW CUT SLAB EDGE NON-SHRINK GROUT STIFF EA FACE @ STRINGER CONN GRIND SMOOTH AESS PL 3/8xCONT 4" CLR 1" TYP T&B BENT STRINGER PROFILE 4.9 S200 2 TYP GRIND SMOOTH HSS 12x4 BYD 4.13.1 W12, FRAME TO (E) COL BYD SEE PLAN SEE PLAN (E) COL BYD MOM CONN HSS6x3 HGR ERECTION BOLT, DESIGN CONN FOR 15k CAPACITY 1/4 CONN BY MFR BENT PL 1/4"x3"W12, PROVIDE FULL DEPTH STIFF EACH FACE @ TRANSFER POST CONN FULL DEPTH DBL ANGLE CONN BYD L6x3 1/2x3/8xCONT COORD w/ 1'-6" ARCH L3 1/2x3 1/2x3/8x CONT CONN BY MFR 3 5/8" CFMF, SEE ARCH 2" CLR MIN 1" CLR MIN CURTAIN WALL, SEE ARCH 3/8" GUSSET PL @ MID SPAN AND @32" OC MAX DELEGATED DESIGN: 1/4"MIN STRUCT PAN TYP DELEGATED DESIGN: CONCEALED CONN w/ FASTENERS OR WELDED TO HSS 4.1 5 5.143.1 4.9 LEVEL 2 SEE PLAN LOWER LEVEL 2 SEE PLAN LOWER LEVEL 1 SEE PLAN (E) FDN WALL (E) SOG S202 1 A B C (E) FLR FRMG BYD (E) FLR FRMG BYD RECOMMEND RETAINING (E) BM TO BE DEMO'D UNTIL NEW HSS8x6'S ARE INSTALLED. COORD w/ DEMO DWGS, TYP EA FLR SEE PLAN SEE PLAN SEE ARCH E C A A A A A S200 5 S200 3 S200 4 S200 6 A LANDING TYP EAD W8 @ G-LINE ATTIC LEVEL 1 SEE PLAN SEE PLAN F F F SEE PLAN SEE S101 S200 8 G F.2 SEE PLAN W12 CANT 1/4 BENT PL 1/4"x3" CONN BY MFR 3 5/8" CFMF, SEE ARCH L6x3 1/2x3/8xCONT 1'-0" ± 2" CLR MIN 1" CLR MIN L3x3x1/4 BRACE @ MID SPAN OF CANT CURTAIN WALL, SEE ARCH CONN BY MFR 3/8" GUSSET PL @ MID SPAN AND @32" OC MAX FULL DEPTH STIFF @ BRACE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S200 PARTIAL PLAN STAIR & SECTIONS 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 4' 8'4' 1/4" = 1'-0" S200 PARTIAL PLAN - TYPICAL STAIR FRAMING1 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S200 SECTION - INTERIOR STRINGER3 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S200 SECTION - CONTINUOUS BENT STRINGER6 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S200 SECTION - INTERIOR STRINGER4 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S200 DETAIL7 SCALE AT FULL SIZE 06" 12"12" 3/4" = 1'-0" S200 DETAIL5 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S200 SECTION - STAIR ROOF8 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S200 DETAIL - STAIR PAN2 SCALE AT FULL SIZE 0 4' 8'4' 1/4" = 1'-0" S200 WEST STAIR - E-W SECTION10 NOTES: 1.THE STRUCTURE IS STABLE IN ITS COMPLETED CONFIGURATION. DEPENDENT UPON THE CONTRACTOR’S SEQUENCE OF INSTALLATION, TEMPORARY SHORING TO SUPPORT THE STAIR FRAMING UNTIL CONNECTIONS ARE COMPLETED MAY BE REQUIRED. TEMPORARY STABILITY BRACING AND BUILDING SHORING IS NOT COVERED IN THESE NOTES NOR IS IT REFLECTED IN THE PROPOSED SEQUENCE OF ERECTION. DESIGN OF ALL TEMPORARY SHORING AND BRACING FOR BOTH THE STAIR FRAMING AND DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR. 2.A PROPOSED SEQUENCE OF ERECTION HAS BEEN DEVELOPED ASSUMING DEMOLITION AND CONSTRUCTION WILL PROCEED FROM THE ROOF LEVEL TO THE LOWEST LEVEL OF NEW FRAMING (TOP-DOWN CONSTRUCTION). IN THIS PROPOSED SEQUENCE, THE STAIR ROOF LEVEL FRAMING HAS BEEN PROPORTIONED TO SUPPORT THE FOLLOWING TEMPORARY LOADS VIA THE HSS6x3 HANGERS: SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S200 SECTION9 •TEMPORARY LIGHT DUTY CONSTRUCTION LIVE LOAD ON EACH LANDING = 20 PSF •TEMPORARY MEDIUM DUTY CONSTRUCTION LIVE LOAD ON A MAXIMUM OF ONE LANDING = 60 PSF (NO CONSTRUCTION LIVE LOADING ON THE OTHER LANDINGS IS PERMISSIBLE IN THIS CONDITION) •TEMPORARY SELFWEIGHT OF LANDING WITHOUT CONCRETE FILL = 20 PSF 3.THE HANGERS ARE A PERMANENT COMPONENT OF THE COMPLETED STAIR FRAMING. 4.PROPOSED ERECTION AND DEMOLITION SEQUENCE: A INSTALL NEW INTERIOR STRUCTURAL FRAMING AT EXISTING FLOOR LEVELS, INCLUDING NEW POSTS B BEGIN TOP-DOWN DEMOLITION AT ROOF LEVEL C INSTALL STAIR ROOF LEVEL FRAMING AND HANGERS D FRAME SHOP ASSEMBLED LANDINGS TO EXISTING COLUMN, NEW POST, AND NEW HANGERS E INSTALL STRINGERS F AFTER COMPLETING ALL CONNECTIONS, INSTALL CONCRETE TOPPING FOR STAIR LANDINGS G COMPLETE REMAINDER OF STAIR WORK No. Date Revision 7 6" ± (E) VENEER RESET (E) VENEER. SEQUENCE w/ SHORING REMOVAL INFILL STUDS AND NEW VENEER NOT SHOWN CFMF FRMG, SEE ARCH FO R ADDL INFO GALV L5x3 1/2x3/8 LLH xCONT w/ 1/2" Ø SS EXP ANCH w/ 3 1/4" EMBED @ 16" OC L3 1/2x3 1/2x3/8 @ EA HSS 3x2 SET IN NON-SHRINK GROUT FIRST FLR HSS3x2x1/4 (FLAT) @ 3'-0" C-C MAX (4 TOTAL) 1/2" EXP ANCH w/ 3 1/4" EMBED @ EA L 3 1/2 COORD w/ ARCH DWGS 2'-6" MAX L3 1/2x3 1/2x3/8 @ EA HSS3x2 L2x2x1/4xCONT (E) VENEER RELIEF ANGLE TO REMAIN, VIF NOTE: GALV ALL FRAMING, THIS SECTION. COAT (E) RELIEF ANGLE w/ ZRC COLD GALV PAINT AFTER MAKING CONNECTIONS. B (E) C6 BYD(E) C6,TYP1 1/2"TYP6"SECOND FLR ONLY W8, SEE PLAN(E) FLOOR OPG 3" C1 S202 8" B C6x8.2 w/ (3) 1/2"Ø HILTI HIT-HY 200 ADH ANCH w/ 3" EMBEDTYP1 1/2"TYP6"W8, SEE PLAN TYP 4" FIRST FLOOR DOWN THRU LL2 (E) CONC ENCASED STL BEAM (BYD) C1 S202 COORD w/ MECH NEW OPG 8" 7 (E) CONC ENCASED STEEL BEAM (E) CONC SLAGBLOK SLAB (E) 5" CONC SLAB TO REMAIN (E) CHAIR LIFT TO BE RELOCATED TO THIS LOCATION PROVIDE W8x31 BEL CHAIR LIFT POSTS; BOLT THRUGH (E) SLAB TO W8 11"x11"x5/8" END PL w/ (4) 5/8" Ø HILTI HIT HY-200 ANCHORS POCKET W8 ONTO (E) MASONRY WALL (E) 5" CONC SLAB TO REMAIN WT8 BRACKETS EA SIDE AS REQD FOR BOLTING TYP 1"(E) 12" CONC WALL BRG WALL (E) 8" MASONRY LL1 7 S202 C5 MC12x10.7 BENT STRINGER (E) CONC SLAB-ON-GRADE TYP 1"(E) 12" CONC WALL (E) CONC SLAGBLOK SLAB PORTION OF (E) SLAB BYD TO REMAIN BYD TO REMAIN (E) MASONRY WALL (E) CONC ENCASED STEEL BEAM L3x4x5/16 (LLH) w/ (1) 5/8" HILTI HIT HY-200 ANCH LL1 4.143.1 L6x3 1/2 x3/8 LLV w/ 1/2"Ø EXP ANCH IN LONG VERT SLOT @ 24" OC CLR 1"CONN BY CW MFR SEE ARCH CONT ALUM BAR GRILLE, SEE ARCH GROUT (E) TOP COURSE SOLID 6" CFMF SOFFIT. SEE ARCH FOR ADDL INFO 1/4 2-12 HGR L4x4x3/8 G W8 POST L4x4x3/8x1'-0" 2 @ 20" OC 3/8" FULL DEPTH STIFF, EA FACE DEMO SLAB FOR POST INSTALLATION, CAREFULLY REMOVE CONC TO AVOID DAMAGE - (E) TOP REBARS 1/2 4 TYP 1/2 4 AFTER ADJ WIDTH L7x4x3/4x0'-4" EA FACE w/ 2- 3/4"Ø ERECTION BOLTS 3 SIDES TYP (E) WF14 WELD SHIM FOR VERT ADJUSTMENT CAP PLATE 1/2"x12"x1'-0" 3 SIDES TYP GROUT SOLID, EVERY OTHER SLAB VOID POST UP DRYPACK Level 4_G 30'-3" G LAYERED & GLUED EXTRUDED POLYSTYRENE SHEETS (40 psi COMP STR) 3" CONC SLAB, SEE PLAN GRANITE FLOORING, SEE ARCH DWGS (E) CONC ENCASED STL BEAM (E) 6" CONC SLAB ROUGHEN & TREAT w/ BONDING AGENT Level 4_G 30'-3" F (E) 6" CONC SLAB (E) 12" CONC FDN WALL LAYERED & GLUED EXTRUDED POLYSTYRENE SHEETS (40 psi COMP STR) 3" CONC SLAB, SEE PLAN 3/4" GRANITE FLOORING, SEE ARCH DWGS #4@16 STAGGER 8", ANCH TO (E) w/ STRUCT ADH w/ 4 1/2" EMBED ROUGHEN & TREAT w/ BONDING AGENT 2-#4 CONT EPOXY COATED GRANITE PAVER1 1/2" FOR 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S201 SECTIONS 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S201 SECTION - THRU CANOPY1 SCALE AT FULL SIZE 0 2' 4'2' 3/4" = 1'-0" S201 SECTION2 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION3 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION4 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION5 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION6 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION7 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION.8 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S201 SECTION9 No. Date Revision WT4x12 CUT TO FIT WELDED TO (E) BEAM (E) WF10, SEE PLAN SHIM AS REQD TYP6"GROUT1" NON-SHRINKW8, SEE PLAN 1/2" END PLATE C1A S202DRYPACK AFTER FINAL ADJUSTMENT CHIP (E) CONC ENCASEMENT TO EXPOSE (E) STL BEAM FOR CONN (E) WF14 (WF16 ON SECOND FLOOR ONLY), SEE PLAN GROUT1" NON-SHRINKTYP6"W8, SEE PLAN DRYPACK AFTER FINAL ADJUSTMENT BYD(E) WF10NON-SHRINK GROUT WT4x12 WELDED TO (E) BEAM 1/2"x5 1/4"x8 1/4" END PLATE 3" 1 3/4"CHIP (E) CONC ENCASEMENT TO EXPOSE (E) STL BEAM FOR CONN W8, SEE PLAN (E) WF14 OR WF16 BEAM, SEE PLAN 1" NON-SHRINK GROUT TYP6"W10, SEE PLAN, COPE BOT FLANGE @ (E) WF14 CHIP (E) CONC ENCASEMENT TO EXPOSE (E) STL BM FOR CONNECTION FIELD WELD CONN ANGLES TO WEB OF (E) STL BM w/ 15k CAPACITY DRYPACK AFTER FINAL ADJUSTMENT (E) CONC SLAGBLOK SLAB (E) CONC ENCASEMENT WT6x15, CUT TO FIT (E) 10WF STEEL BEAM MC12x10.6 BENT STRINGER (E) MASONRY WALL BELOW STAIR TO BE REMOVED (ONLY BELOW STAIR) 1/2" Lower Level 1 DRYPACK AFTER FINAL ADJUSTMENT (E) WF10 OR WF14 , SEE PLAN SHIM AS REQD TYP6"GROUT1" NON-SHRINKW10, SEE PLAN W12 @ C4 SIM C1A S202 SIM OMIT @ C4 SIMSEE C1/S202 FOR ADDL INFO L4x3x1/4 LLV @ (E) WF10 L2 1/2x2 1/2x3/16 LLV @ (E) WF14 HSS 8x6, SEE PLAN, SLOT HSS @ PLATE VIF 2" ± (E) CONC ENCASEMENT (E) WF10 COL WIDTH VARIES PL 3/8"x3 1/2x8 3/16 6 1/4 6 PL 3/4"x8" 2- 3/4Ø A325 BOLTS IN SHORT HORIZ SLOTS DEMO (E) CONC ENCASEMENT FOR NEW BM CONN F 8"± @ LEVEL 1, 2 & 3 10"± @ OTHER LEVELS DRYPACK AFTER ADJUSTMENT STIFF EA FACE VIF (E) 10WF BYD W12, FRAME TO (E) WF10, SEE C4/202 SIM SEE PLAN TYP GUSSET PL 3/8"x0'-6" w/ 2- 3/4"Ø BOLTS, TYP 2 4.9 W12 (E) 10WF COL (E) CONC ENCASEMENT DBL ANGLE CONN FOR 15k CAPACITY DRYPACK AFTER FINAL ADJUSTMENT F (E) 10WF SEE PLAN VIF SEE PLAN W12, SEE PLAN CL OF BM 1'-0" ± Level 3_LL1 20'-2" F TYP6"(E) W16 STL BM (E) CONC ENCASEMENTREMOVE PRTION OF (E) CONC SLAB REMOVE (E) BRICK WALL 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S202 CONNECTION DETAILS 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 SECTIONC1 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 SECTIONC2 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 SECTIONC1A SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 SECTIONC3 SCALE AT FULL SIZE 06" 12"12" 1" = 1'-0" S202 SECTIONC5 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 SECTIONC4 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 CONNECTION C6 -HSS8x6 TO (E) 10WF COLC6 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S202 SECTION - INTERIOR ROOF GIRDER1 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S202 CONNECTION TO EXISTING COLUMN AT ROOF LEVELC7 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S202 SECTION2 No. Date Revision NEW SLAB (E) SLAB SAWCUT TOP 1 1/2" BREAK OUT REST DEMO (E) SLAB AS REQDJOINT FILLER, SEE SPECS & TYP DTLS 4"±4" MIN"t"VIF"t"1'-1"LAYERED & GLUED EXTRUDED POLYSTYRENE SHEETS (40psi COMP STRENGTH). THICKNESS VARIES PER LOCATION 4" CONC SLAB w/ MACRO SYNTHETIC FIBER (TUF- STRAND SF OR EQUAL) 6"2"#4@12" OC EW EPOXY COATED ROUGHEN & TREAT w/ BONDING AGENT 6"@LL2@LL35 1/2"(E) 5" CONCSOGCHIP OUT 1" OF (E) CONC SLAB 4"CONC SLAB w/ MACRO SYNTHETIC FIBER (TUF-STRAND SF OR EQUAL) SEE ARCH DWGS ROUGHEN & TREAT w/ BONDING AGENT DETAIL - INFILL @ SLAB OPENINGS UP TO 12"Ø OR 12" WIDE PLAN SECTION60°SUGGESTED PROCEDURE : 1.Prepare edges by chipping with a light weight hammer. Brush off loose material. 2.Using a saw, provide a 1/2" vertical edge to eliminate feathered edges. 3.For openings > 12", angle drill #3 bent dowels or 3/8"Ø all - thread) at 8" o.c. , set in repair mortar, as shown. 4.Clean all surfaces of bond-inhibiting material including dust, dirt and oil. 5.Wet existing concrete to saturated surface dry condition. 6.Coat exposed existing reinforcing and any new reinforcing with a protecting primer and bonding agent. 7.Brush-apply bonding agent to prepared concrete. 8.Using a polymer-modified repair mortar suitable for deep voids and full-depth applications with integral corrosion inhibitor, fill void solid with repair mortar against plywood bottom form. Apply mortar in strict accordance with the manufacturer's written specifications. 9.Strike off surface flush and/or square. VERT EDGE FORM #3@8" SAW CUT OR CHIP MIN 2 1/2"NOTESSEEMAX 12" MAX 12" CORING THRU (E) FL SLAB IS PERMITTED BUT CORES MUST BE LOCATED IN THE SLAGBLOK PORTION OF THE SLAB (E) SLAB JOIST 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 S300 TYPICAL DETAILS 159002 06/20/2016 Construction DocumentsCornell UniversityHughes HallRenovationSCALE AT FULL SIZE 0 2' 4'2' 1 1/2" = 1'-0" S300 TYPICAL SLAB ON GRADE INFILL1 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S300 SECTION2 SCALE AT FULL SIZE 1'0 3'1' 2' 3/4" = 1'-0" S300 SECTION3 SCALE AT FULL SIZE 06" 12"12" 1 1/2" = 1'-0" S300 C_SLAB INFILL_ UP TO 12" DIA4 NTSS300 DETAIL - CORING THRU (E) SLAB5 No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 PAMELA L. REW 037828-1 G000B Drawing Index 2014-22194 08/18/16 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationNo. Date Revision 1 08/18/2016 CONFORMED SET A101 Floor Plan - Lower Level 3 A102 Floor Plan - Lower Level 2 A103 Floor Plan - Lower Level 1 A104 Floor Plan - Ground Level A105 Floor Plan - Level 1 A106 Floor Plan - Level 2 A107 Floor Plan - Attic / Level 3 A201 Reflected Ceiling Plan - Lower Level 3 A202 Reflected Ceiling Plan - Lower Level 2 A203 Reflected Ceiling Plan - Lower Level 1 A204 Reflected Ceiling Plan - Ground Level A205 Reflected Ceiling Plan - Level 1 A206 Reflected Ceiling Plan - Level 2 A301 Building Elevations A302 Building Elevations A311 Building Sections A312 Building Sections A401 Wall Sections A411 Section Details A412 Section Details A413 Section Details A501 Enlarged Toilet Room Plan & Details - LL2 & LL1 A502 Enlarged Toilet Room Plan & Details - G & L1 A503 Enlarged Dining Room & Detail A504 Enlarged Event Room A505 Enlarged Loggia Plan & Details A511 Plan Details A512 Plan Details A611 Stair 4A & 4B Details A612 Stair 2 Details A613 Stair 2 Details A614 Stair 2 Details A701 Interior Elevations - LL3 & LL2 A702 Interior Elevations - LL2 & LL1 A703 Interior Elevations - LL1 A704 Interior Elevations - Ground Level A705 Interior Elevations - Ground & Level 1 A706 Interior Elevations -Level 1 & Level 2 A710 Millwork Details A711 Millwork Details A712 Millwork Details A713 Millwork Details A801 Door Schedule, Door, Frame & Sill Details A802 Door Details A803 Door Details & Signage A811 Window Elevations & Details A812 Storefront Elevations & Details A813 Curtain Wall 1 Elevations & Details A814 Curtain Wall 2 Elevations & Details A901 Partition Types A902 Finish Plan - Lower Level 2 & 3 A903 Finish Plan - Lower Level 1 A904 Finish Plan - Ground Level A905 Finish Plan - Level 1 A906 Finish Plan - Level 2 A911 Furniture Plan - Lower Level 2 & 3 A912 Furniture Plan - LL 1 A913 Furniture Plan - Ground Level A914 Furniture Plan - Level 1 A915 Furniture Plan - Level 2 DRAWING LIST GENERAL LANDSCAPE ARCHITECTURAL STRUCTURAL MECHANICAL / HVAC FIRE PROTECTION PLUMBING AUDIO-VISUAL INFORMATION TECHNOLOGY ELECTRICAL ABATEMENT HM100 Asbestos Abatement Phase II-LL3 HM200 Asbestos Abatement Phase II-LL1 HM300 Asbestos Abatement Phase II-GL HM400 Asbestos Abatement Phase II-L1 HM500 Asbestos Abatement Phase II-L2 VOLUME 1 VOLUME 2 G000B Drawing Index 08/18/2016 CONFORMED SET 08/18/2016 CONFORMED SET G000 Cover Sheet G000B Drawing Index G001A Code Notes G001B Code Notes G002 Life Safety & Plumbing Count Diagrams G003 Phasing Notes G004 Existing & Phase 1 - Occupancy & Egress G005 Phase 2 & Complete - Occupancy & Egress G006 Contract Limit Plans 08/18/2016 CONFORMED SET CIVIL C101 Utility Demolition Plan C102 Erosion & Sediment Control Plan C103 Utility Plan C201 Details L001 Site Logistics Plan L101 Demolition Plan L201 Layout Plan L301 Grading Plan L401 Planting Plan L501 Site Details L502 Site Details 07/07/2016 ADDENDUM 4 07/07/2016 ADDENDUM 4 S000 General Notes S001 Schedules S002 Special Inspections S102 Framing Plan - Lower Level 2 & Partial Lower Level 3 S103 Framing Plan - Lower Level 1 S104 Framing Plan - Ground Level S105 Framing Plan - Level 1 S106 Framing Plan - Level 2 S107 Partial Roof - Attic Level S200 Partial Plan Stair & Sections S201 Sections S202 Connection Details S300 Typical Details H201 HVAC Ductwork Plan - Levels LL3 & LL2 H203 HVAC Ductwork Plan - Level LL1 H204 HVAC Ductwork Plan - Level G H205 HVAC Ductwork Plan - Level 1 H206 HVAC Ductwork Plan - Level 2 H207 HVAC Ductwork Plan - Attic H301 HVAC Piping Plan - Levels LL3 & LL2 H303 HVAC Piping Plan - Level G H304 HVAC Piping Plan - Level 1 H305 HVAC Piping Plan - Level 2 H306 HVAC Piping Plan - Level 2 H401 HVAC Large Scale Plans H402 HVAC Sections H501 HVAC Hydronic Water Riser Diagrams H502 HVAC Air System Schematic H601 HVAC Controls H602 HVAC Controls H701 HVAC Schedules H702 HVAC Schedules H801 HVAC Ductwork Details H802 HVAC Piping Details H803 HVAC Equipment Details H901 HVAC Coordination LL3 H902 HVAC Coordination LL2 H903A HVAC Coordination LL1 West H903B HVAC Coordination LL1 East H904A HVAC Coordination Ground West H904B HVAC Coordination Ground East H905 HVAC Coordination Level 1 East H001 HVAC Cover Sheet HD101 HVAC Demolition Plan - LL3 & LL2 HD103 HVAC Demolition Plan - LL1 HD104 HVAC Demolition Plan - Ground Level HD105 HVAC Demolition Plan - Level 1 HD106 HVAC Demolition Plan - Level 2 HD107 HVAC Demolition Plan - Attic H101 Systems Overview Plans 07/19/2016 ADDENDUM 5 E000 Electrical Cover Sheet E100 Electrical Site Plan E201 Electrical Levels LL2 & LL2 Demolition Plans E203 Electrical Level LL1 Demolition Plan E204 Electrical Ground Level Demolition Plan E205 Electrical Level 1 Demolition Plan E206 Electrical Level 2 Demolition Plan E207 Electrical Attic Demolition Plan E301 Elec. Levels LL2 & LL3 New Work Lighting Plans E303 Elec. Level LL1 New Work Lighting Plans E304 Elec. Ground Level New Work Lighting Plans E305 Elec. Level 1 New Work Lighting Plans E306 Elec. Level 2 New Work Lighting Plans E401 Electrical Levels L2 L3 New Work Power Plans E403 Electrical Level L1 New Work Power Plans E404 Electrical Ground Floor New Work Power Plans E405 Electrical Level 1 New Work Power Plans E406 Electrical Level 2 New Work Power Plan E407 Electrical Attic New Work Power Plan E600 Electrical Existing &New Single Line Diagrams E601 Electrical Power Single Line Diagram E602 Electrical Fire Alarm Riser Diagram E700 Electrical Connection Schedule E701 Electrical Lighting Fixture Schedules E702 Electrical Lighting Control E703 Electrical Panel Schedules E704 Electrical Panel Schedules E900 Electrical Details 07/19/2016 ADDENDUM 5AD101 Demolition Plan - Lower Level 3 AD102 Demolition Plan - Lower Level 2 AD103 Demolition Plan - Lower Level 1 AD104 Demolition Plan - Ground Level AD105 Demolition Plan - Level 1 AD106 Demolition Plan - Level 2 AD301 Demolition Elevations 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 P001 Plumbing Cover Sheet PD101 Plumbing Demolition Plan - Levels LL3 & LL2 PD103 Plumbing Demolition Plan - Level LL1 PD104 Plumbing Demolition Plan - Level G PD105 Plumbing Demolition Plan - Level 1 PD106 Plumbing Demolition Plan - Level 2 PD107 Plumbing Demolition Plan - Attic P301 Plumbing New Work Plan - Levels LL3 & LL2 P303 Plumbing New Work Plan - Level LL1 P304 Plumbing New Work Plan - Level G P305 Plumbing New Work Plan - Level 1 P306 Plumbing New Work Plan - Level 2 P307 Plumbing New Work Plan - Attic P401 Plumbing Partial Plans P402 Plumbing Partial Plans P601 Plumbing Riser Diagram P701 Plumbing Schedules & Details F001 FP Cover Sheet FD101 FP Demolition Plan - Levels LL3 & LL2 FD103 FP Demolition Plan - Level LL1 FD104 FP Demolition Plan - Level G FD105 FP Demolition Plan - Level 1 FD106 FP Demolition Plan - Level 2 FD107 FP Demolition Plan - Attic F301 FP New Work Plan - Levels LL3 & LL2 F303 FP New Work Plan - Level LL1 F304 FP New Work Plan - Level G F305 FP New Work Plan - Level 1 F306 FP New Work Plan - Level 2 F307 FP New Work Plan - Attic F601 FP Riser Diagram F801 Fire Protection Details AV000 AV Systems Symbols & Legends AV001 AV Systems Schedule of Responsibilities AV103 AV Systems Floor Plan - LL1 AV104 AV Systems Floor Plan - Ground Level AV105 AV Systems Floor Plan - Level 1 AV203 Reflected Ceiling Plan - LL1 AV204 Reflected Ceiling Plan - Ground Level AV205 Reflected Ceiling Plan - Level 1 AV301 AV Systems Interior Elevations AV401 AV Systems Riser Diagram AV501 AV Systems Functional Diagrams 1 AV502 AV Systems Functional Diagrams 2 AV600 AV Systems Installation Details 1 AV601 AV Systems Installation Details 2 AV602 AV Systems Rack & Plate Details T000 T Systems Symbols & Legends T101 T Systems LL3 Floor Plan T102 T Systems LL2 Floor Plan T103 T Systems LL1 Floor Plan T104 T Systems Ground Level Floor Plan T105 T Systems Level 1 Floor Plan T106 T Systems Level 2 Floor Plan T107 T Systems IT Rooms Elevations T300 T Systems Details 1 T301 T Systems Details 2 T302 T Systems Data Cable Counts T303 T Systems Riser Diagrams T304 T Systems Security Door Details 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 07/19/2016 ADDENDUM 5 1 HVAC PLAN SYMBOLS COMPRESSED AIR PIPING AUTOMATIC AIR VENT AIR COMPRESSOR AIR CONDITIONING FAN DUCT ACCESS DOOR ABOVE FINISHED FLOOR ACCESS PANEL AIR PRESSURE DROP AIR SEPARATOR AUTOMATIC TEMPERATURE CONTROLS BOILER BOTTOM OF DUCT BOTTOM OF PIPE BRITISH THERMAL UNIT BTU PER HOUR COIL CEILING DIFFUSER CEILING EXHAUST GRILLE CEILING EXHAUST REGISTER CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CHILLER CHILLED WATER RETURN CHILLED WATER SUPPLY CONSTRUCTION MANAGER CLEAN OUT CONTINUED CONDENSATE PUMP CEILING RETURN GRILLE CEILING RETURN REGISTER COOLING TOWER CONDENSING UNIT CABINET UNIT HEATER CONSTANT VOLUME CHILLED WATER PUMP CONDENSER WATER RETURN CONDENSER WATER SUPPLY DRY BULB/DECIBEL A-WEIGHTED DECIBEL DIRECT DIGITAL CONTROLS DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN DIAMETER DOWN DUCT MOUNTED SUPPLY GRILLE DUAL TEMPERATURE WATER RETURN DUAL TEMPERATURE WATER SUPPLY DIRECT EXPANSION EXISTING TO REMAIN EXHAUST AIR EACH ENTERING AIR TEMPERATURE ELECTRIC BASEBOARD CONVECTOR ELECTRICAL CONTRACTOR ELECTRIC DUCT HEATER EXHAUST FAN ENERGY RECOVERY WHEEL EXTERNAL STATIC PRESSURE EXPANSION TANK ELECTRIC WATER COOLER ELECTRIC WATER HEATER ENTERING WATER TEMPERATURE FURNACE/FAHRENHEIT FREE AREA/FRESH AIR FRESH AIR INLET FORCED CONDENSATE FAN COIL UNIT FLOOR DRAIN FLEXIBLE FUEL OIL RETURN FUEL OIL SUPPLY FIRE PROTECTION CONTRACTOR FEET PER MINUTE FLOOR RETURN GRILLE FLOOR RETURN REGISTER FLOOR SUPPLY GRILLE FLOOR SUPPLY REGISTER FOOT/FEET FIN-TUBE CONVECTOR GAS GRAVITY CONDENSATE GROUND COUPLED RETURN GROUND COUPLED SUPPLY GALLONS PER MINUTE GLYCOL WATER RETURN GLYCOL WATER SUPPLY A AAV AC ACF AD AFF AP APD AS ATC B BOD BOP BTU BTUH C CD CEG CER CFH CFM CH CHWR CHWS CM CO CONT CP CRG CRR CT CU CUH CV CWP CWR CWS DB DBA DDC DHW DHWR DIA DN DSG DTR DTS DX (E) E EA EAT EBBC EC EDH EF ERW ESP ET EWC EWH EWT F FA FAI FC FCU FD FLEX FOR FOS FPC FPM FRG FRR FSG FSR FT FTC G GC GCR GCS GPM GWR GWS HEAT PUMP/HORSE POWER HIGH PRESSURE STEAM RETURN HIGH PRESSURE STEAM SUPPLY DOMESTIC HOT WATER RECIRCULATION/HOUR HEAT RECOVERY WHEEL HOT WATER HEATING HOT WATER PUMP HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY HEAT EXCHANGER REFRIGERANT LIQUID LINE/LOUVER LEAVING AIR TEMPERATURE LINEAR DIFFUSER - RETURN LINEAR BAR GRILLE LINEAR DIFFUSER LOW PRESSURE STEAM RETURN LOW PRESSURE STEAM SUPPLY LINEAR SUPPLY REGISTER LINEAR RETURN GRILLE LEAVING WATER TEMPERATURE MAXIMUM 1000 BTUH MECHANICAL CONTRACTOR MINIMUM FUSE AMPACITY MOTORIZED DAMPER MAXIMUM FUSE SIZE MINIMUM MAXIMUM OVER-CURRENT PROTECTION SIZE MEDIUM PRESSURE STEAM RETURN MEDIUM PRESSURE STEAM SUPPLY MAKE-UP AIR NEW WORK NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE OUTSIDE AIR OUTSIDE AIR INTAKE OPPOSED BLADE DAMPER OFFICE OF PHYSICAL PLANT PUMP PARALLEL BLADE DAMPER PLUMBING CONTRACTOR PUMPED CONDENSATE DRAIN PIPING PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH PACKAGED TERMINAL AIR CONDITIONER EXISTING TO BE REMOVED RADIATOR RETURN AIR RELATIVE HUMIDITY EXISTING TO BE RELOCATED REVOLUTIONS PER MINUTE ROOF TOP UNIT SLOPE SANITARY/SLOPE SUPPLY AIR SECONDARY CHILLED WATER SUPPLY OR RETURN SPLITTER DAMPER SQUARE FEET SOUND TRAP/SILENCER TESTING, ADJUSTING & BALANCING TRANSFER AIR GRILLE TERTIARY CHILLED WATER SUPPLY OR RETURN TOTAL DEVELOPED HEAD(DYNAMIC) TRANSFER FAN TOP OF DUCT TRANSITION TOTAL STATIC PRESSURE TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE UNIT VENTILATOR VARIABLE AIR VOLUME VOLUME DAMPER VARIABLE FREQUENCY DRIVE VERIFY IN FIELD WET BULB WALL EXHAUST GRILLE WALL EXHAUST REGISTER WATER PRESSURE DROP WALL RETURN GRILLE WALL RETURN REGISTER WALL SUPPLY GRILLE WATER SOURCE HEAT PUMP WALL SUPPLY REGISTER WIRE MESH SCREEN HP HPR HPS HR HRC HW HWP HWR HWS HTX L LAT LDR LBG LD LPR LPS LSR LRG LWT MAX MBH MC MCA MD MFS MIN MOCP MPR MPS MUA (N) N/A NC NIC NO NTS OA OAI OBD OPP P PBD PC PD PRV PSI PTAC (R) R RA RH (RL) RPM RTU s=02' S SA SCHWS/R SD SF ST TAB TAG TCHWS/R TDH TF TOD TR TSP TYP UH U.N.O. UV VAV VD VFD VIF WB WEG WER WPD WRG WRR WSG WSHP WSR WMS ABBREVIATIONS RETURN AIR GRILLE SUPPLY AIR DIFFUSER SIDEWALL GRILLE RETURN, EXHAUST, MAKEUP, OR OUTSIDE AIR INTAKE FLEX DUCT VOLUME DAMPER UNDERCUT DOOR OR LOUVERED DOOR EQUIPMENT TAG HVAC WATER RISER LOCATION SECTION MARKER PIPE ANCHOR PIPE GUIDE PIPE CAP TWO-WAY CONTROL VALVE BALL VALVE BUTTERFLY VALVE PRESSURE RELIEF VALVE CALIBRATED BALANCING VALVE GATE VALVE CHECK VALVE DOUBLE CHECK VALVE REDUCED PRESSURE BACKFLOW PREVENTER STRAINER THERMOMETER PRESSURE GAGE W/ BALL VALVE THREE-WAY CONTROL VALVE EXISTING TO REMAIN EXISTING TO BE REMOVED (DEMO PLANS) NEW WORK DIAMETER FIRE DAMPER W/ ACCESS PANEL CONNECT NEW TO EXISTING CUT AND CAP HUMIDISTAT THERMOSTAT PIPE UP PIPE DOWN PIPE DROP PIPE UNION SMOKE DETECTOR FIRE AND SMOKE DAMPER WITH DUCT SMOKE DETECTOR AND ACCESS PANEL H T RISER NUMBER RISER TYPE EQUIPMENT NUMBER EQUIPMENT TYPE DESIGNATOR X XX SHEET NUMBER SECTION NUMBER X X XX PIPE TAKE-OFF UP MOTORIZED DAMPERM XX XX S RETURN PIPING (NEW WORK PLANS) F/S FD CARBON DIOXIDE SENSORCO2 EXHAUST AIR GRILLE NORMALLY CLOSED MOTORIZED AIR DAMPERS NORMALLY OPEN MOTORIZED AIR DAMPERS VAV DAMPER MOTOR WATER FLOW WATER FLOW STATUS WATER TEMP ZONE CARBON DIOXIDE PPM ZONE TEMP/HUMIDITY WATER DIFFERENTIAL PRESSURE ELECTRIC HEATING STAGES FAN MOTOR FAN MOTOR WITH VFD FILTER DIFFERENTIAL PRESSURE FREEZESTAT HEATING WATER COIL HEAT WHEEL MOTOR HIGH AIR STATIC SHUTDOWN HUMIDIFIER/ HUMIDIFIER ENABLE AIR HUMIDITY AIRFLOW MEASUREMENT AIR SMOKE DETECTOR AIR STATIC PRESSURE AIR TEMP CARBON DIOXIDE PPM CIRCULATION PUMP MOTOR COOLING STAGES COOLING WATER COIL ELECTRIC HEATING MODULATION H H L T T o r CO2 C P1 CH W D X SC R El ec M M VF D H L T H W Starte r M H L M ST M M M N.C . N.C . M C T M H L T CO2 T CONTROL SYMBOLS MOTOR STARTER CURRENT TRANSDUCER E ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR S Starter WATER DETECTORW H HVAC LEGEND 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H001 HVAC COVER SHEET HVAC DRAWING SCHEDULE (1) Sheet Number Sheet Name 100% CD 6/20/2016 H001 HVAC COVER SHEET ● HD101 HVAC DEMOLITION PLAN - LEVELS LL3 AND LL2 ● HD103 HVAC DEMOLITION PLAN - LEVEL LL1 ● HD104 HVAC DEMOLITION PLAN - LEVEL G ● HD105 HVAC DEMOLITION PLAN - LEVEL 1 ● HD106 HVAC DEMOLITION PLAN - LEVEL 2 ● HD107 HVAC DEMOLITION PLAN - ATTIC ● H101 SYSTEMS OVERVIEW PLANS ● H201 HVAC DUCTWORK NEW WORK PLAN - LEVELS LL3 AND LL2 ● H203 HVAC DUCTWORK NEW WORK PLAN - LEVEL LL1 ● H204 HVAC DUCTWORK NEW WORK PLAN - LEVEL G ● H205 HVAC DUCTWORK NEW WORK PLAN - LEVEL 1 ● H206 HVAC DUCTWORK NEW WORK PLAN - LEVEL 2 ● H207 HVAC DUCTWORK NEW WORK PLAN - ATTIC ● H301 HVAC PIPING NEW WORK PLAN - LEVELS LL3 AND LL2 ● H303 HVAC PIPING NEW WORK PLAN - LEVEL LL1 ● H304 HVAC PIPING NEW WORK PLAN - LEVEL G ● H305 HVAC PIPING NEW WORK PLAN - LEVEL 1 ● H306 HVAC PIPING NEW WORK PLAN - LEVEL 2 ● ADD ALTERNATES - PROVIDE SEPARATE PRICING A2:DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN-AROUND COILS, PUMP P-3, ASSOCIATED PIPING AND SPECIALTIES, DOMESTIC COLD WATER FILL CONNECTION, DOAS OA DUCTWORK MODIFICATIONS, AND CONTROLS. REFER TO H205, H305, H401, H601, H701, AND H803 HVAC DRAWING SCHEDULE (2) Sheet Number Sheet Name 100% CD 6/20/2016 H401 HVAC LARGE-SCALE PLANS ● H402 HVAC SECTIONS ● H501 HVAC HYDRONIC WATER RISER DIAGRAMS ● H502 HVAC AIR SYSTEM SCHEMATIC ● H601 HVAC CONTROLS ● H602 HVAC CONTROLS ● H701 HVAC SCHEDULES ● H702 HVAC SCHEDULES ● H801 HVAC DUCTWORK DETAILS ● H802 HVAC PIPING DETAILS ● H803 HVAC EQUIPMENT DETAILS ● H901 HVAC COORDINATION - LL3 ● H902 HVAC COORDINATION - LL2 ● H903.A HVAC COORDINATION - LL1 WEST ● H903.B HVAC COORDINATION - LL1 EAST ● H904.A HVAC COORDINATION - LEVEL G WEST ● H904.B HVAC COORDINATION - LEVEL G EAST ● H905 HVAC COORDINATION - LEVEL 1 EAST ● No. Date Revision (R) SA FROM AHU 3 (R) EA FROM EF-6 REMOVE DUCT TO BASE OF RISER. CUT AND CAP. (E) SA FROM UNIT 2 - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES CONTINUES TO SUPPLY GRILLE IN CORRIDOR (TYP) CONTINUES TO EXHAUST GRILLE IN BATHROOM (TYP) 1 2 3 A.1 B C D (R) RADIATORS BELOW WINDOWS AND ALL ASSOCIATED PIPING AND CONTROLS. TYPICAL AT ALL RADIATORS ON THIS FLOOR. (R) HWS/R, REVERSE RETURN RISERS AND ZONE PUMPS, REMOVE ALL EXISTING HW PIPNG ON THIS FLOOR. (R) ALL EXISTING EXHAUST AND MAKEUP AIR DUCTWORK WITHIN THIS BOUNDARY UNLESS OTHERWISE NOTED (R) RADIATOR (TYP) (E) EA FROM EF-1 (ABANDONED) (E) FIN TUBE IN STAIR TO REMAIN. PREP FOR NEW PIPING CONNECTONS. (E) RADIATOR TO REMAIN DORM 3L04 DORM 3L03 DORM 3L02 DORM 3L01 DORM 3L05 DORM 3L06 CORRIDOR 3L0044 WC 3L0020 CORRIDOR 3L0046 STAIR 3L001 CORRIDOR 3L0048 RECEIVING 3L0062 STG 3L0068A ELEC 3L0068 LOUNGE 3L0068 STG 3L0067 WC 3L0069 MECH 3L0060 ELEV. 3L0070 JC 3L0061 (R) CABINET UNIT HEATER TO BE REPLACED IN KIND - SEE NEW WORK PLANS 1 2 3 4.2 5.1 6 7.2 A.1 B C D E F G J K.2 (R) HWS/R, REVERSE RETURN RISERS AND ZONE PUMPS. REMOVE ALL EXISTING HW PIPING ON THIS FLOOR. (R) EA FROM EF-2 UP/DN (E) EA FROM EF-9 UP - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (E) EA FROM AHU-1 UP - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (E) EA FROM EF-1 UP/DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) RADIATORS BELOW WINDOWS AND ALL ASSOCIATED PIPING AND CONTROLS, TYPICAL OF ALL ON THIS FLOOR (R) ALL EXISTING EXHAUST AND MAKEUP AIR DUCTWORK ON THIS FLOOR UNLESS OTHERWISE NOTED (R) EA FROM EF-10 UP (R) SA FROM AHU-4 UP (R) EA FROM EF-4 UP (R) SA FROM AHU-3 UP/DN (R) EA FROM EF-6 UP/DN (E) EA FROM AHU-2 UP/DN (ABANDONED) (E) SA FROM AHU-2 DN (ABANDONED) (R) SA FROM AHU-3 UP (R) SA FROM AHU-2 UP CUT AND CAP. PATCH AND REPAIR EXISTING WALL TO MATCH SURROUNDING WALL CONDITION. (R) RADIATORS BELOW WINDOWS AND ALL ASSOCIATED PIPING AND CONTROLS. TYPICAL AT ALL RADIATORS ON THIS FLOOR. (E) FIN TUBE IN STAIR TO REMAIN. PREP FOR NEW PIPING CONNECTONS. DORM 2L05 DORM 2L04 DORM 2L03 DORM 2L02 DORM 2L01 DORM 2L06 WC 3L0020 STAIR 1 2L001 JC 2L0061 ELEV. 2L0070 WC 2L022 DORM 2L07 DORM 2L09 DORM 2L08 KITCHEN 2L14 CORRIDOR 2L0046 CORRIDOR 2L0044 WC 2L0021 LAUNDRY 2L16 DORM 2L10B WC 2L10A DORM 2L10 DORM 2L12 WC 2L0024 DORM 2L13 DORM 2L14 DORM 2L15 STORAGE 2L0050 STORAGE 2L0048 STAIR 2 2L002 STORAGE 2L16A 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. HD101 HVAC DEMOLITION PLAN - LEVELS LL3 AND LL2 1/8" = 1'-0"HD101 1 HVAC DEMOLITION PLAN - LEVEL LL3 1. 2. 3. 4. 5. NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER WHEN SYSTEM DRAINING IS REQUIRED FOR THE DEMOLITION SCOPE. ALL HVAC PIPING, DUCTWORK, EQUIPMENT, AND CONTROLS ARE TO BE REMOVED THROUGHOUT UNLESS NOTED AS EXISTING TO REMAIN. SEE NEW WORK PLANS COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR CHW, HW, AND GW DURING PHASE 1 AND PHASE 2. DEMOLITION NOTES 1/8" = 1'-0"HD101 2 HVAC DEMOLITION PLAN - LEVEL LL2 No. Date Revision (E) EA FROM EF-1 UP/DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (E) EA FROM EF-9 UP - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) EA FROM EF-7 UP (R) EA FROM EF-10 UP/DN (E) AHU-8 (1995) SERVING DINING ROOM, SERVERY (R) SA FROM AHU-3 UP/DN (R) EA FROM EF-6 UP/DN (E) SA FROM AHU-2 DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) SA FROM AHU-2 UP (R) SA FROM AHU-3 UP (E) SA FROM AHU-1 UP - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) SA FROM AHU-4 UP (R) EA FROM EF-4 UP (R) EA FROM EF-2 UP/DN (E) EA FROM AHU-2 UP/DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (E) 5" CHWS/R (R) HW SUPPLY, RETURN, AND REVERSE RETURN RISERS, ZONE PUMPS, AND PIPING SYSTEM EXTENDING FROM RISERS. (E) CHW MAINS (E) DUCT RISERS CONTINUE TO KITCHEN EQUIPMENT 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G J K.2 (R) HW PUMPS SERVING RADIATORS AND AHU REHEAT (E) HEAT ECHANGER SERVING RADIATORS AND AHU REHEAT (R) HW PUMP SERVING FCUS ON LEVELS 1 AND 2 (R) HEAT EXCHANGER SERVING FCUS ON LEVELS 1 AND 2 REMOVE HWS/R PIPING AND PREP FOR NEW CONNECTION (E) HWS/R, CHWS/R, GWS/R UP (E) HVAC SYSTEMS IN KITCHEN AND SERVERY TO REMAIN. (E) HEAT EXCHANGER SERVING GLYCOL WATER TO DOAS, (E), AHU-5, AND (E) AHU-6 ON LEVEL 2 (R) RADIATORS BELOW WINDOWS AND ALL ASSOCIATED PIPING AND CONTROLS. TYPICAL WITHIN THIS BOUNDARY. (R) ALL EXISTING EXHAUST AND MAKEUP AIR DUCTWORK WITHIN THIS BOUNDARY UNLESS OTHERWISE NOTED (R) RADIATOR (TYP) (R) CABINET UNIT HEATER IN CEILING CONTINUES TO PUMPS IN MYRON-TAYLOR (E) 4" HWS/R (E) 2 1/2" GWS/R (R) CHW AND HW PIPING AND RE-RUN TIGHT TO UNDERSIEDE OF STRUCTURE TO MAKE WAY FOR NEW WHEELCHAIR LIFT. SEE NEW WORK PLANS AND COORDINATE BUILDING SHUT-DOWN. (E) FIN TUBE IN STAIR TO REMAIN. PREP FOR NEW PIPING CONNECTONS. (E) CONDENSING UNITS TO REMAIN (E) REHEAT HWS/R UP TO ATTIC AHUS 44x2236x2028x14 (R) DUCTWORK ABOVE PIPING. MAINTAIN AND PROTECT EXISTING PIPING TO REMAIN. (E) CHWS/R, HWS/R, AND CONDENSATE CONTINUES TO MYRON TAYLOR HALL22x1422x1422x1428x14PROVIDE PRE-CONSTRUCTION BALANCING REPORT FOR EXISTING AHU PERFORMANCE. TEST AIRFLOW, PRESSURE AND TEMPERATURE, AND HW/CHW FLOW, PRESSURE DROP, AND TEMPERATURES. PROVIDE PRE-CONSTRUCTION BALANCING REPORT FOR EXISTING CHILLED WATER FLOW IN MAINS SERVING HUGHES HALL. PROVIDE PRE-CONSTRUCTION BALANCING REPORT FOR PUMP PERFORMANCE (PRESSURE, FLOW, AMP DRAW, ETC) PRIOR TO DEMOLITION. DORM L04 DORM L03 DORM L02 DORM L01 WC L0020 CORRIDOR L0044 DORM L05 WC L0021 DORM L06 DORM L07 DORM L08 DORM L09 STAIR L001 JC 2L0061 ELEV 2L0070 CORRIDOR L0046 WC L022 DORM L14 DORM L10B MEN'S L0023 DORM L10 STAIR 2 L002 VESTIBULE L0024 LOUNGE L12 MAIL L14 GAME ROOM L13A DINING L11 ELECTRICAL L0064 ELECTRICAL L0063 MECHANICAL L0045 MECHANICAL L0065 MECHANICALSTORAGE L20 STAIR 3 L003 STORAGE L19 ELEVATORKITCHEN L16 OFFICE L17 SERVERY L15 (R) CABINET UNIT HEATER 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. HD103 HVAC DEMOLITION PLAN - LEVEL LL1 1/8" = 1'-0"HD103 1 HVAC DEMOLITION PLAN - LEVEL LL1 DEMOLITION NOTES 1. 2. 3. 4. 5. NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER WHEN SYSTEM DRAINING IS REQUIRED FOR THE DEMOLITION SCOPE. ALL HVAC PIPING, DUCTWORK, EQUIPMENT, AND CONTROLS ARE TO BE REMOVED THROUGHOUT UNLESS NOTED AS EXISTING TO REMAIN. SEE NEW WORK PLANS COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR CHW, HW, AND GW DURING PHASE 1 AND PHASE 2. No. Date Revision (R) SA FROM AHU-3 UP/DN (R) EA FROM EF-6 UP/DN (E) EA FROM EF-1 UP/DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (E) SA FROM AHU-2 DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) SA FROM AHU-2 UP (R) SA FROM AHU-3 UP (E) SA FROM AHU-1 UP - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (E) EA FROM EF-9 UP - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) SA FROM AHU-4 UP (R) EA FROM EF-4 UP (R) EA FROM EF-2 UP/DN (R) EA FROM EF-10 UP (E) EA FROM AHU-2 UP/DN - ABANDON RISER IN SHAFT, REMOVE HORIZONTAL BRANCHES (R) EA FROM EF-7 UP (E) KITCHEN RANGE EXHAUST, MAKEUP AIR, OVEN EXHAUST, SHORT ORDER HOOD EXHAUST, TOILET ROOM EXHAUST AND MAKEUP AIR 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (E) HWS/R, CHWS/R, AND GWS/R UP/DOWN (R) ALL EXHAUST AND MAKEUP AIR DUCTWORK WITHIN THIS BOUNDARY UNLESS OTHERWISE NOTED. (R) HWS/R, REVERSE RETURN RISERS AND ZONE PUMPS. REMOVE ALL EXISTING HW PIPING ON THIS FLOOR UNLESS OTHERWISE NOTED. (R) ALL RADIATORS BELOW WINDOWS AND ALL ASSOCIATED PIPING AND CONTROLS. TYPICAL OF ALL RADIATORS IN THIS BOUNDARY. (R) RADIATOR (TYP) (E) AHU-5 SA UP (E) FIN TUBE IN STAIR TO REMAIN. PREP FOR NEW PIPING CONNECTONS. WITHIN THIS BOUNDARY: EXISTING FAN COILS AND ASSOCIATED PIPING AND PNUEMATIC CONTROLS TO REMAIN. REMOVE SELECT FAN COILS WHERE INDICATED. (E) COOLING COIL CONDENSATE FROM FCUS ON LEVEL 1 ABOVE (E) COOLING COIL CONDENSATE FROM FCUS ON LEVEL 1 ABOVE CONTINUES TO SPILL TO JANITORS SINK ON THIS FLOOR (E) CD 50 CFM (E) CD 250 CFM (E) WSR 50 CFM (R) PREVIOUSLY ABANDONED 12x6 DUCT ABOVE CEILING (CAPPED AT BOTH ENDS) (R) FCU (TYP) DEMO CONDENSATE RISER. PREP CONDENSATE PIPING IN CEILING FOR NEW CONNECTION. SINGLE DORM G04 SINGLE DORM G03 SINGLE DORM G02 SINGLE DORM G01 SINGLE DORM G05 SINGLE DORM G06 SINGLE DORM G07 SINGLE DORM G08 SINGLE DORM G09 SINGLE DORM G10 SINGLE DORM G11 WORKROOM G15 SINGLE DORM G12 SINGLE DORM G13 SINGLE DORM G16 SINGLE DORM G17 SINGLE DORM G18 SINGLE DORM G19 SEMINAR ROOM G54 ADJUNCT FAC OFFICE G59 DIR ACADEMIC SUPPORT G57 ASSIST DEAN INT PROGRAMS G55 ASSIST DEAN GRAD LEGAL STUDIES G53 EXEC DIRECTOR CERI G51 CERI G49 EXEC DIR. CLARKE FAR EAST G47 OFFICE G44 FLEX OFFICE G46 DIR. GRAD LEGAL STUDIES OFFICE G50 DIR. CLARKE INT LEGAL STUDIES G52 WAITING G40 ADMIN ASSIST CLARKE FAR EAST G45 FILE RM G41 STUDENT CLINICS G30 STAIR 1 G0001 RESTROOM G0021 RESTROOM G0020 BATHROOM G0022 BATHROOM G0023 STAIR 2 G0002 STAIR 3 G0003 ELEV. G0070 JAN / ELEC G0060 CORRIDOR G0047 CORRIDOR G0043 CORRIDOR G0040 CLOSET G0060 VESTIBULE G0045 VESTIBULE G0050 CLOSET G20 CLOSET G0062 VESTIBULE G0051 LOBBY G0049 CLOSET G0063 ADMIN ASS'T G42 GLS ADMIN ASS'T G43 CERI FELLOWS OFFICE G48 (R) VENTILATION AIR DUCTWORK (R) 20x6(R) 15x6 (R) 15x6 (R) 8x6 (R) FCUS. ISOLATE WITH SHUT-OFF VALVES IF PRESENT OR DRAIN SYSTEM AS REQUIRED. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. HD104 HVAC DEMOLITION PLAN - LEVEL G 1/8" = 1'-0"HD104 1 HVAC DEMOLITION PLAN - GROUND FLOOR DEMOLITION NOTES 1. 2. 3. 4. 5. NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER WHEN SYSTEM DRAINING IS REQUIRED FOR THE DEMOLITION SCOPE. ALL HVAC PIPING, DUCTWORK, EQUIPMENT, AND CONTROLS ARE TO BE REMOVED THROUGHOUT UNLESS NOTED AS EXISTING TO REMAIN. SEE NEW WORK PLANS COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR CHW, HW, AND GW DURING PHASE 1 AND PHASE 2. No. Date Revision FDFD(E) 2005 DOAS SA/RA RISERS WHICH STOP ABOVE LEVEL 1 CEILING (R) SA FROM AHU-3 UP/DN (R) EA FROM EF-6 UP/DN (E) EA FROM EF-1 UP/DN (ABANDONED) (E) SA FROM AHU-2 DN (ABANDONED) (R) SA FROM AHU-2 UP (R) SA FROM AHU-3 UP (E) SA FROM AHU-1 UP (ABANDONED) (E) EA FROM EF-9 UP (ABANDONED) (R) SA FROM AHU-4 UP (R) EA FROM EF-4 UP (R) EA FROM EF-2 UP/DN (R) EA FROM EF-10 UP (E) EA FROM AHU-2 UP/DN (ABANDONED) (R) EA FROM EF-7 UP (R) HWS/R, REVERSE RETURN RISERS AND ZONE PUMPS. REMOVE ALL ABANDONED, ORIGINAL HWS/R PIPING ON THIS FLOOR. 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (E) HWS/R, CHWS/R, AND GWS/R DOWN (E) SA AND EA BRANCH DUCTWORK AND CEILING DIFFUSERS/GRILLES TO REMAIN, TYPICAL ON THIS FLOOR (E) EA 20x6 (E) SA 18x6 (E) FCU (TYP) ALL EXISTING FCUs ON THIS FLOOR ARE SCHEDULE TO REMAIN (E) KITCHEN RANGE EXHAUST, MAKEUP AIR, OVEN EXHAUST, SHORT ORDER HOOD EXHAUST, TOILET ROOM EXHAUST AND MAKEUP AIR (E) AHU-5 SA UP (ABANDONED) CUT AND CAP. SEE ARCH FOR WALL PATCHING SCOPE. (E) FIN TUBE IN STAIR TO REMAIN. PREP FOR NEW PIPING CONNECTONS. (R) FCU TO MAKE WAY FOR NEW STAIR (R) FCU IN CEILING. REMOVE ALL ASSOCIATED DUCTWORK AND AIR DEVICES. DEMO ASSOCIATED PIPING BACK TO MAINS. (R) FCU IN CEILING. REMOVE ALL ASSOCIATED DUCTWORK AND AIR DEVICES. DEMO ASSOCIATED PIPING BACK TO MAINS. (R) FCU IN CEILING. REMOVE ALL ASSOCIATED DUCTWORK AND AIR DEVICES. DEMO ASSOCIATED PIPING BACK TO MAINS. (E) FCUS (R) DUCTWORK AND CAP EAST OF 13-LINE. REMOVE FIRE DAMPER. DEMO CONDENSATE RISER. PREP CONDENSATE PIPING IN CEILING FOR NEW CONNECTION. REMOVE FCUS ALONG NORTH WALL AND ASSOCIATED PIPING AND CONTROLS. CLINIC FAC. OFFICE 158A SEMINAR ROOM 146 CLINIC DIR. OFFICE 158 CLINIC FAC. OFFICE 158B CLINIC STUDENT OFFICE 159 CLINIC STUDENT OFFICE 157 CLINIC FAC. OFFICE 154 CLINIC DIR. OFFICE 152 CLINIC FAC. OFFICE 150 CLINIC SUPPORT OFFICE 148 CLINIC STUDENT OFFICE 155 CLINIC STUDENT OFFICE 153 CLINIC FAC. OFFICE 151 CLINIC FAC. OFFICE 149 CLINIC CONFERENCE ROOM 147 STUDENT SERV. ASSIT. DEAN PUB. SERV. 145 STUDENT SERV. CORNELL JLPP 143 STUDENT SERV. CAREER OFF. 144 STUD SERV. ASSIT. DEAN CAREER SERV. 144A SEMINAR ROOM 146A STUDENT SERV. ASSOC. DIR. CAR. SERV. 141 STUDENT SERV. STUD. OFF. 139 STUDENT SERV. STUD. OFF. 137 STUDENT SERV. MOOT COURT BD. 135 STUDENT SERV. CU LAW REVIEW 133 STUDENT SERV. DIR. CAREER SERV. 142 STUDENT SERV CAREER SERV ASSOC. DIR 140 STUDENT SERV. STUD. EVENTS COORD. 138 STUDENT SERV. STUD. OFF. 136 STUDENT SERV. CU LAW REVIEW 134 STUDENT SERV. STOR. 131 STUDENT SERV. CLR. 129 STUDENT SERV. JOURNAL STAFF OFF. 127 STUDENT SERV. STUD. OFF. 128 STUDENT SERV. STUD. OFF. 128 STOR. 130D STUDENT SERV. OFF. 130A STUDENT SERV. OFF. 130B STUDENT SERV. OFF. 130C STUDENT SERV. INT'L LAW JOUR. 130 STUDENT SERV. CORNELL LAW REVIEW 132 STUDENT SERV. STOR. REG. 125 JAN / ELEC 10061 STAIR 3 10003 CLOSET 10065 CORRIDOR 10039 CLOSET 10060 STAIR 1 10001 ELEV 10070 CORRIDOR 10050 RESTROOM 10021 RESTROOM 10020 STAIR 2 10002 CORRIDOR 10047 CORRIDOR 10048 CORRIDOR 10049 CLOS. 144B CLOS. 135A OFFICE 157 REMOVE FTC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. HD105 HVAC DEMOLITION PLAN - LEVEL 1 1/8" = 1'-0"HD105 1 HVAC DEMOLITION PLAN - LEVEL 1 DEMOLITION NOTES 1. 2. 3. 4. 5. NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER WHEN SYSTEM DRAINING IS REQUIRED FOR THE DEMOLITION SCOPE. ALL HVAC PIPING, DUCTWORK, EQUIPMENT, AND CONTROLS ARE TO BE REMOVED THROUGHOUT UNLESS NOTED AS EXISTING TO REMAIN. SEE NEW WORK PLANS COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR CHW, HW, AND GW DURING PHASE 1 AND PHASE 2. No. Date Revision (E) DOAS-1 (2005) SERVES LEVELS 2 AND 1 (R) EF-1 (2005) SERVING LEVELS 2 AND 1 (E) AHU-6 MAKEUP AIR TO KITCHEN (BELOW) (R) AHU-5 MAKEUP AIR TO LEVELS 1, G (ABOVE) (R) SA FROM AHU-3 UP/DN (R) EA FROM EF-6 UP/DN (E) EA FROM EF-1 UP/DN (ABANDONED) (E) SA FROM AHU-2 DN (ABANDONED) (R) SA FROM AHU-2 UP (R) SA FROM AHU-3 UP (E) SA FROM AHU-1 UP (ABANDONED) (E) EA FROM EF-9 UP (ABANDONED) (R) SA FROM AHU-4 UP (R) EA FROM EF-4 UP (R) EA FROM EF-2 UP/DN (R) EA FROM EF-10 UP (E) EA FROM AHU-2 UP/DN (ABANDONED) (R) EA FROM EF-7 UP (E) 2005 DOAS SA/RA RISERS DN TO LEVEL 1 CEILING (R) AHU-6 AND ASSOCIATED DUCTWORK, PIPING, AND CONTROLS (R) AHU-3 AND ASSOCIATED DUCTWORK, PIPING, AND CONTROLS 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (R) FCU BELOW WINDOW (R) OA DUCTWORK FOR INSTALLATION OF RUN-AROUND COIL (R) HWS/R, REVERSE RETURN RISERS, AND ZONE PUMPS. REMOVE ALL ABANDONED, ORIGINAL HWS/R PIPING ON THIS FLOOR. (E) SA AND EA GRILLES TO REMAIN. TYPICAL WITHIN THIS BOUNDARY (E) SA AND EA GRILLES TO REMAIN. TYPICAL WITHIN THIS BOUNDARY.SA 20x6EA 20x6(E) SA AND EA GRILLES TO REMAIN. TYPICAL WITHIN THIS BOUNDARY (E) SA AND EA GRILLES TO REMAIN. TYPICAL WITHIN THIS BOUNDARY. (R) FCU AND ALL ASSOCIATED PIPING. DEMO PIPING BACK TO RISER. (R) FCUs IN CEILING AND ALL ASSOCIATED DUCTWORK AND AIR DEVICES. DEMO ASSOCIATED PIPING BACK TO MAINS. (E) FCU (E) FCU (E) KITCHEN RANGE EXHAUST, MAKEUP AIR, OVEN EXHAUST, SHORT ORDER HOOD EXHAUST, TOILET ROOM EXHAUST AND MAKEUP AIR REMOVE AHU-5 OA DUCTWORK. CAP MAIN TO MAINTAIN AHU-6. PREP FOR NEW CONNECTION (E) 10X6 SA AND EA FROM DOAS UP THROUGH ATTIC FLOOR REMOVE REHEAT HWS/R TO AIR HANDLERS BEYOND AHU-6, WHICH ARE TO BE REMOVED PROVIDE PRE-CONSTRUCTION BALANCING REPORT FOR DOAS PERFORMANCE INCLUDING AIRFLOW, PRESSURE, TEMPERATURE, AND GW/CHW FLOW, PRESSURE DROP, AND TEMPERATURES. PROVIDE PRE-CONSTRUCTION BALANCING REPORT FOR AHU-5 PERFORMANCE INCLUDING AIRFLOW, PRESSURE, TEMPERATURE, AND HW FLOW, PRESSURE DROP, AND TEMPERATURES PRIOR TO DEMOLITION. ADMINISTRATION DIR. H.R. 257A ADMINISTRATION ADMIN. STAFF OFF. 257 ADMINISTRATION ASSOC. DEAN ADMIN. & FIN. 257B ADMINISTRATION DIR. FIN. SERVICES 257C ADMIN HR/PAYROLL COORDINATOR 255 FACULTY OFFICE 253 ADMINISTRATION CONF. RM. 249 FACULTY SUPPORT FAC. SEC. (2) 244 FACULTY OFFICE 242 FACULTY OFFICE 240 ADMINISTRATION ASSOC. DIR. ADMIN. 232 MECHANICAL ROOM 20068 FACULTY / VISITING FACULTY OFFICE 237 FACULTY / VISITING FACULTY OFFICE 238 AVON DIRECTOR 248 AVON FELLOWS 250 ADJUNCT FACULTY OFFICE 252 FACULTY / VISITING FACULTY OFFICE 235 FACULTY / VISITING FACULTY OFFICE 236 FACULTY / VISITING FACULTY OFFICE 234 ADMINISTRATION COPY RM. 228 ADMISSIONS ASSOC. DEAN 226C ADMISSIONS 226B ADMISSIONS ASSOC. DIR. 226A ADMISSIONS WAITING 226 ADMINISTRATION MAIL. RM. 225 ADMINISTRATION STAFF FOOD LOUNGE 227 ADMINISTRATION STAFF TV LOUNGE 230 ADMINISTRATION STOR. 230A FINANCIAL AID DIR. OFFICE 229 JAN / ELEC 20060 MECHANICAL ROOM 20067 MECHANICAL ROOM 20066 CORRIDOR 20048 CORRIDOR 20049 CORRIDOR 20047 STAIR 2 20002 ELEV 20070 STAIR 1 20001 MECH. 20069 OIT 259 STAIR 3 20003 (E) FCU, PIPING, AND DUCTWORK TO REMAIN. TYP BEYOND SCOPE LIMIT LINE. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. HD106 HVAC DEMOLITION PLAN - LEVEL 2 1/8" = 1'-0"HD106 1 HVAC DEMOLITION PLAN - LEVEL 2 DEMOLITION NOTES 1. 2. 3. 4. 5. NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER WHEN SYSTEM DRAINING IS REQUIRED FOR THE DEMOLITION SCOPE. ALL HVAC PIPING, DUCTWORK, EQUIPMENT, AND CONTROLS ARE TO BE REMOVED THROUGHOUT UNLESS NOTED AS EXISTING TO REMAIN. SEE NEW WORK PLANS COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR CHW, HW, AND GW DURING PHASE 1 AND PHASE 2. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (R) AHU-1 (R) EF-1 (R) EF-14 (R) EF-9 (R) AHU-2 (R) AHU-4 (R) EF-10 (R) EF-4 (R) EF-7 (R) EF-2 (R) EF-3 16x622x10 20x20 14x20 20x8 14x624x1016x612x622x1020x612x6(E) KITCHEN RANGE EXHAUST, MAKEUP AIR, OVEN EXHAUST, SHORT ORDER HOOD EXHAUST, TOILET ROOM EXHAUST AND MAKEUP AIR (E) 10x6 SA AND EA UP FROM BELOW W/ FIRE DAMPERS IN ATTIC FLOOR SLAB (E) SA 10x6 (E) EA 10x6 (E) SA 8x6 (E) EA 8x6 (E) SA 6x6 (E) EA 6x6 (R) DUCTWORK TO LOUVER. EXISTING LOUVER TO REMAIN. SEE ARCH FOR NEW BLANK-OFF PANELS (TYPICAL EACH LOUVER IN ATTIC) (R) ALL DUCTWORK, PIPING, AND CONTROLS WITHIN THIS BOUNDARY. EXISTING SYSTEMS ARE BATHROOM EXHAUST FANS AND ASSOCIATED MAKEUP AIR UNITS. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. HD107 HVAC DEMOLITION PLAN - ATTIC 1/8" = 1'-0"HD107 1 HVAC DEMOLITION PLAN - ATTIC DEMO (E) DUCT RISERS (TYP ON ALL FLOORS) DEMOLITION NOTES 1. 2. 3. 4. 5. NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER WHEN SYSTEM DRAINING IS REQUIRED FOR THE DEMOLITION SCOPE. ALL HVAC PIPING, DUCTWORK, EQUIPMENT, AND CONTROLS ARE TO BE REMOVED THROUGHOUT UNLESS NOTED AS EXISTING TO REMAIN. SEE NEW WORK PLANS COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR CHW, HW, AND GW DURING PHASE 1 AND PHASE 2. No. Date Revision DN WITHIN THIS BOUNDARY: HEATING AND COOLING WITH NEW FCUS BELOW WINDOWS, VENTILATION VIA DUCTWORK FROM DOAS RISER IN NORTH SHAFT WITHIN THIS BOUNDARY: EXISTING SYSTEMS TO REMAIN WITHIN THIS BOUNDARY: HEATING AND COOLING WITH NEW FCUS BELOW WINDOWS, VENTILATION VIA DUCTWORK FROM DOAS RISERS IN NORTH AND SOUTH SHAFTS WITHIN THIS BOUNDARY: HEATING WITH RADS AT EACH LANDING, COOLING WITH (2) FCU (AT BOTTOM AND TOP OF STAIRS) VENTILATION TRANSFERRED FROM ADJACENT SPACES. WITHIN THIS BOUNDARY: HEATING WITH CABINET UNIT HEATER. NO COOLING OR MECHANICAL VENTILATION WITHIN THIS BOUNDARY: HEATING AND COOLING WITH NEW FCUS BELOW WINDOWS, VENTILATION VIA DUCTWORK FROM DOAS RISERS IN NORTH AND SOUTH SHAFTS WITHIN THIS BOUNDARY: HEATING, COOLING, AND VENTILATION FROM (E) AHU-8 W/ NEW VAV BOXES WITHIN THIS BOUNDARY: KITCHEN EXHAUST AND MAKEUP AIR FROM (E) UNITS ON LEVEL 2 AND JANE FOSTER ATTIC TO REMAIN WITHIN THIS BOUNDARY: MECHANICAL SPACE WITHIN THIS BOUNDARY: HEATING WITH RADS AT EACH LANDING, COOLING WITH (2) FCU (AT BOTTOM AND TOP OF STAIRS) VENTILATION TRANSFERRED FROM ADJACENT SPACES. WITHIN THIS BOUNDARY: HEATING AND COOLING WITH NEW FCUS BELOW WINDOWS, VENTILATION VIA DUCTWORK FROM DOAS RISERS IN NORTH AND SOUTH SHAFTS WITHIN THIS BOUNDARY: HEATING WITH RADIATORS AT PERIMETER. NO COOLING. VENTILATION TRANSFERRED FROM ADJACENT SPACES. WITHIN THIS BOUNDARY: HEATING WITH RADS AT EACH LANDING, COOLING WITH (2) FCU (AT BOTTOM AND TOP OF STAIRS) VENTILATION TRANSFERRED FROM ADJACENT SPACES. WITHIN THIS BOUNDARY: HEATING WITH CABINET UNIT HEATER. NO COOLING OR MECHANICAL VENTILATION WITHIN THIS BOUNDARY: HEATING AND COOLING WITH EXISTING FCUS FROM 1987. VENTILATION VIA DUCTWORK FROM DOAS RISER IN SOUTH SHAFT. WITHIN THIS BOUNDARY: HEATING AND COOLING WITH NEW FAN COILS. VENTILATION FROM DOAS WITHIN THIS BOUNDARY: HEATING AND COOLING WITH EXISTING FAN COILS FROM 1987. VENTILATION FROM DOAS VIA EXISTING DUCTWORK AND AIR DIFFUSERS. WITHIN THIS BOUNDARY: HEATING AND COOLING FROM (E) 2005 FCUS. VENTILATION VIA DUCTWORK FROM DOAS RISERS IN NORTH AND SOUTH SHAFTS. WITHIN THIS BOUNDARY: HEATING AND COOLING WITH EXISTING FCUS FROM 1987 AT PERIMETER, AND NEW FCUS FOR INTERIOR ROOMS. VENTILATION VIA DUCTWORK FROM DOAS RISER IN SOUTH SHAFT. NEW RADIATORS AT NORTH FACADE. WITHIN THIS BOUNDARY: HEATING WITH RADS AT EACH LANDING, COOLING WITH (2) FCU (AT BOTTOM AND TOP OF STAIRS) VENTILATION TRANSFERRED FROM ADJACENT SPACES. WITHIN THIS BOUNDARY: MECHANICAL SPACE WITHIN THIS BOUNDARY: MECHANICAL SPACE WITHIN THIS BOUNDARY: HEATING AND COOLING FROM (E) 2005 FCUS. VENTILATION VIA DUCTWORK FROM DOAS IN MECHANICAL ROOM ON THIS FLOOR. WITHIN THIS BOUNDARY: HEATING WITH RADS AT EACH LANDING, COOLING WITH (2) FCU (AT BOTTOM AND TOP OF STAIRS) VENTILATION TRANSFERRED FROM ADJACENT SPACES. WITHIN THIS BOUNDARY: HEATING AND COOLING WITH EXISTING FCUS FROM 1987 AT PERIMETER, AND NEW FCUS FOR INTERIOR ROOMS. VENTILATION FROM MYRON TAYLOR AHU-4 WITHIN THIS BOUNDARY: HEATING AND COOLING WITH EXISTING FCUS FROM 1987. VENTILATION FROM MYRON TAYLOR AHU-4 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H101 SYSTEMS OVERVIEW PLANS 1" = 30'-0"H101 1 HVAC ZONING PLAN - LEVEL LL3 1" = 30'-0"H101 2 HVAC ZONING PLAN - LEVEL LL2 1" = 30'-0"H101 3 HVAC ZONING PLAN - LEVEL LL1 1" = 30'-0"H101 4 HVAC ZONING PLAN - GROUND FLOOR 1" = 30'-0"H101 5 HVAC ZONING PLAN - LEVEL 1 1" = 30'-0"H101 6 HVAC ZONING PLAN - LEVEL 2 No. Date Revision DN 1 2 3 A.1 B C D CD 15 CFM CD 15 CFM CD 15 CFM CD 15 CFM CD 15 CFM CD 15 CFMCD 15 CFM CD 15 CFM CD 40 CFM CD 40 CFM CEG 10 CFM CEG 10 CFM CEG 10 CFM CEG 10 CFM CEG 10 CFM CEG 10 CFM CEG 10 CFM CEG 10 CFM SA 12x4 EA 12x4 STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58J WC 3L0021 SERVICE 3L0068 SERVICE 3L0063 SERVICE 3L0066 MACHINE ROOM 3L0060 ELEV. 3L0070 JC 3L0061 SERVICE 3L0062 STAIR 1 3L0001 SERVICE 3L0065 STUDENT OFFICER 3L58H STUDENT OFFICER 3L58G STUDENT OFFICER 3L58E STUDENT OFFICER 3L58D STUDENT OFFICER 3L58C STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A ELEV LOBBY 3L0042 CONNECT (E) EXHAUST GRILLE TO NEW DUCTWORK CONNECTED TO DOAS TO MAINTAIN EXHAUST TO EXISTING BATHROOM F/S VERTICAL FIRE/SMOKE DAMPERS IN HORIZONTAL RATED SHAFT PARTITION BALANCE TO 335 CFM BALANCE TO 275 CFM (E) EXHAUST RISERS. CAP AT BASE OF RISER AND ABANDON IN PLACE ABOVE. CD 135 CFM CAP FOR FUTURE CONNECTION 8x4 WEG 75 CFM 10x8 SA, EA UP BALANCE TO 305 CFM EA 10x8EA 10x8EA 10x6 SA 10x6 1 H402 3 H201 F/S 10x8 WEG 200 CFM SA 6x6 CEG 75 CFM SA 8x10 1 2 3 4.2 5.1 6 7.2 A.1 B C D E F G J K.2 CD 155 CFM CD 20 CFM CD 55 CFM CD 30 CFM CD 20 CFM CD 25 CFM CD 60 CFM CD 30 CFM CD 30 CFM SA 8x6CEG 110 CFM EA 14x8 CD 20 CFM CEG 25 CFM CEG 50 CFM CEG 20 CFM CEG 15 CFM CD 20 CFM CEG 100 CFM CEG 20 CFM CD 25 CFM EA 8x6 CEG 25 CFM CEG 25 CFM CEG 150 CFM CEG 150 CFM VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT F/S F/SABANDON IN PLACE EA 6x6EA 8x6 SA 10x8EA 8x6EA 8x6EA 14x8SA 10x6SA 12x6EA 8x6SA 14x10 EA 8x6 JC 2L0061 EDITORS 2L58B EDITORS 2L58C EDITORS 2L58D LAW REVIEW READING ROOM 2L58 ELEV. 2L0070 JLPP READING ROOM 2L46 OFFICE 2L46A OFFICE 2L30C OFFICE 2L30B SHARED OFFICE 2L30A ILJ READING ROOM 2L30 STAIR 1 2L0001 MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 2L37 IDF 2L35 2L39 STAIR 2 2L0002 JLPP CONFERENCE ROOM 2L46B STG 2L34 STG 2L58A CEG 15 CFM F/S F/S VERTICAL FIRE/SMOKE DAMPERS IN HORIZONTAL SHAFT PARTITION CEG 35 CFM CD 40 CFM CEG 15 CFM CD 25 CFM CD 85 CFM BALANCE TO 200 CFM BALANCE TO 480 CFM BALANCE TO 330 CFM CD 155 CFM WEG 75 CFM SA 6x6CD 155 CFM BALANCE TO 175 CFM EA 14x10 BALANCE TO 520 CFM BALANCE TO 150 CFM SA 14x8 EA 8x6 14x14 SA, 14x14 RA UP 10x8 SA, 10x8 RA DN SA 6x610x8 SA, 8x6 EA UP 1 H402 CD 60 CFM LEAVE GAP FOR LIGHTS BETWEEN SUPPLY AND EXHAUST DUCT MAINS 3 H402 CD 20 CFM CEG 15 CFM SA 8x6 SA 6x6 EA 6x6 SA 6x6SA 10x6 CEG 15 CFM LOWER LEVEL 3 0' - 0" LOWER LEVEL 2 10' - 1" B C RUN MAINS HIGH WITH TAPS FROM BELOW RUN IN SOFFIT. SEE ARCH RCP FOR EXACT DIMENSIONS.8' - 4 3/16"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H201 HVAC DUCTWORK NEW WORK PLAN - LEVELS LL3 AND LL2 1/8" = 1'-0"H201 1 HVAC DUCTWORK NEW WORK PLAN - LEVEL LL3 1/8" = 1'-0"H201 2 HVAC DUCTWORK NEW WORK PLAN - LEVEL LL2 PHASING NOTES: 1. ALL WORK SHOWN ON LL3 AND LL2 TO OCCUR IN PHASE 1. 2. DUCT RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1. 3. AIR BALANCING TO OCCUR AT THE END OF PHASE 1 AND AGAIN AT THE END OF PHASE 2, AFTER ADDITIONAL CHANGES TO THE SYSTEM ARE MADE. 1/4" = 1'-0"H201 3 LL3 DUCTWORK SECTION No. Date Revision (E) AHU-8. EE TO REPLACE MOTOR WTH VFD-RATED MOTOR AND PROVIDE VFD - SEE ELECTRICAL DRAWINGS. (E) DUCT RISERS CONTINUE TO KITCHEN EQUIPMENT (E) DUCT RISERS CONTINUE TO KITCHEN EQUIPMENT 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G J K.2 CD 20 CFM CD 20 CFM CD 25 CFM CD 35 CFM CD 25 CFM CD 25 CFM CD 35 CFM CD 45 CFM CD 20 CFM CD 20 CFM CD 25 CFM CD 45 CFM CD 30 CFM CD 30 CFM CEG 30 CFM CEG 20 CFM CEG 30 CFM CEG 20 CFM CEG 20 CFM CEG 20 CFM CEG 15 CFM CEG 15 CFM CEG 25 CFM CEG 25 CFMSA 20x8CD 75 CFM CEG 150 CFM (E) HVAC SYSTEMS IN KITCHEN AND SERVERY TO REMAIN.SA 10x8SA 10x8SA 10x8 SA 10x8 6' LD 340 CFM 6' LD 340 CFM 6' LD 340 CFM 6' LD 340 CFM RECONNECT (E) DUCTWORK TO NEW VAV BOX SA 10x86' LD 525 CFM 6' LD 525 CFM SA 28x204' LD 315 CFM 4' LD 315 CFM SA 10x822x12 RA TRANSFER DUCT THROUGH WALL SP LOCATION OF AIR STATIC PRESSURE SENSOR FOR AHU-8 FAN VFD CONTROL REBALANCE DUCTWORK WITHIN THIS BOUNDARYF/SF/SSA 12x6 EA 16x6 SA 10x6EA 14x6SA 6x6CEG 150 CFM CEG 40 CFM CD 30 CFM CEG 75 CFMEA 6x6SA 8x6WORKROOM L30 FLEX OFFICE L29 FLEX OFFICE L33 L31 CONFERENCE L39 POST DOC L42 EXEC DIR L44 VISITING SCHOLAR LOUNGE / WORKSPACE L46B IGLS AND CLARK E.A. RECEPTION L46 STG L46A FLEX OFFICE L52 DIRECTOR L54 ASSIST. DEAN L56 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 JC L0061 ELEV. L0070 DINING OFFICES L35 KITCHEN L35B ELEVATOR L0071 STOR. L35A SVC L0062 STAIR 4 L0004 SERVERY L35C STORAGE L35D STOR L16A ELEC. L0063 ELEC L0064 SVC L0045 MECH L0065 STAIR 1 L0001 DIR. PROGRAM ADMISSIONS L58 MEN'S RESTROOM L0021 WOMEN'S RESTROOM L0022 STAIR 2 L0002 STAIR 3 L0003 ELEVATOR MACHINE RM L0066 GENDER NEUTRAL TOILET L0023 CORRIDOR L0041 STORAGE ROOM L0068 STG L0067 DINING L24 EVENT ROOM L28 AV L11A F/S F/S CD 30 CFM CEG 25 CFM CEG 25 CFM CEG 40 CFM EA 18x8NEW SUPPLY DUCT TIGHT TO BOTTOM OF PIPING IN CEILING SA 14x6 BALANCE TO 330 CFM SA 14x6 CD 145 CFM BALANCE TO 265 CFM CD 70 CFM CD 145 CFM WEG 75 CFM VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT BALANCE TO 310 CFM ABANDON IN PLACE VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT CEG 15 CFM CEG 15 CFM CD 10 CFM BALANCE TO 150 CFM BALANCE TO 505 CFM BALANCE TO 175 CFM 10x8 SA, 8x6 EA DN 12x10 SA, 8x8 EA DN SA 10x8 VAV 1 SA 8ø SA 16x8 SA 12ø SA 20x10 SA 20x10 SA 26x16 SA 10ø SA 10x8SA 10x8 CROSSES OVER SA 20x10 VAV 3 VAV 2 CABLE- OPERATED DAMPER CABLE- OPERATED DAMPER CABLE-OPERATED DAMPER CABLE-OPERATED DAMPER SA 14x10 SA 20x10VAV 4 (E) CD 300 CFM (E) CD 300 CFM (E) CD 300 CFM (E) CD 200 CFM (E) CRR 1000 CFM EA (E) 66x18 OA. PROVIDE NEW OA MONITORING STATION PER CONTROLS DRAWING (N) RA GRILLE ON WALL - SEE ARCH CRR CRR 16x16 SA, 16x16 RA UP 14x14 SA, 14x14 RA DN 1 H402 PROVIDE ACOUSTIC LINER ON RETURN AIR DUCTWORK 3 H402 SA 8x6SA 6x62 H203 4 H402 CABLE-OPERATED DAMPER LOWER LEVEL 1 20' - 2" 4.2 5.1 USE SLIP-JOINT FITTINGS BELOW BEAMS TO AVOID FLANGES WHERE REQUIRED TO MAINTAIN CEILING HEIGHT 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H203 HVAC DUCTWORK NEW WORK PLAN - LEVEL LL1 1/8" = 1'-0"H203 1 HVAC DUCTWORK NEW WORK PLAN - LEVEL LL1 PHASING NOTES: 1. ALL WORK SHOWN ON LL1 TO OCCUR IN PHASE 1. 2. DUCT RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1. 3. AIR BALANCING TO OCCUR AT THE END OF PHASE 1 AND AGAIN AT THE END OF PHASE 2, AFTER ADDITIONAL CHANGES TO THE SYSTEM ARE MADE. 1. 1/8" = 1'-0"H203 2 SECTION AT FLEX OFFICE L33 No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 CD 20 CFM CD 25 CFM CD 30 CFM CD 30 CFM CD 35 CFM CD 45 CFM CD 30 CFM CD 60 CFM CEG 85 CFM CEG 40 CFM CEG 25 CFM CEG 55 CFMF/SF/SEA 10x6 EA 8x6 EA 6x6 EA 6x6SA 10x8EA 12x6EA 6x6 DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 ASST. DEAN COMMUNICATIONS - WRITER - FORUM WRITER - BUDGET G58B SEMINAR ROOM G29 RECEPTION / ADMIN. G58 PAYROLL G58A COMMUNICATIONS G46 JC G0061 STAIR 1 G0001 ELEV. G0070 JC G0081 SERVICE G0080 ELEVATOR G0071 SERVICE G0062 STAIR G0004 SVC G38 SERVICE G35 STAIR 3 G0003 STAIR 2 G0002 JC G0065 WOMEN'S RESTROOM G0021 SHAFT G34 VESTIBULE G0045 ELEC. G0063 ENCLOSED LOGGIA G0041 G0041 STG G28A ASSOC. DEAN G28M EXEC. ASST. TO ASSOC. DEAN G28L DIRECTOR ALUM AFFAIRS G28K DIRECTOR ANNUAL FUND G28J PROGRAM OFFICER G28H MAJOR GIFT OFFICER G28G MAJOR GIFT OFFICER G28F ASST DIR ANNUAL FUNDING G28D LEADERSHIP GIFT OFFICER G28C WORK STUDY G28B RECEPTION ENTRY G28 MEETING ROOM G28R OFFICE G28N G28S MEETING ROOM G34 OFFICE G28P MEETING ROOM G26 SPD ADMIN G31 SPD ASST. DEAN G33 CONF. ROOM G39 ELEVATOR G0041 CD 20 CFM CD 70 CFM CEG 20 CFM CEG 150 CFM CD 35 CFM CEG 30 CFM CD 25 CFM CEG 20 CFM CD 25 CFM CEG 20 CFM CD 20 CFM CEG 15 CFM CD 25 CFM CEG 20 CFM CD 25 CFM CEG 20 CFM CD 20 CFM CEG 15 CFM CD 20 CFM CEG 15 CFM CD 20 CFM CEG 15 CFM CD 20 CFM CEG 15 CFM CEG 15 CFM CEG 15 CFM CEG 15 CFM CEG 65 CFM CEG 20 CFM CD 20 CFM CD 55 CFM CEG 25 CFM CEG 25 CFM CD 25 CFM CD 55 CFM CD 35 CFM CEG 30 CFM CD 25 CFM CEG 20 CFMEA 16x8CD 190 CFM SA 8x6F/S F/S SA 8x6 BALANCE TO 215 CFM SA 8x6 BALANCE TO 170 CFM BALANCE TO 530 CFM (E) CD 50 CFM (E) CD 250 CFM (E) WSR 50 CFM PROVIDE CABLE OPERATED DAMPERS FOR THESE DIFFUSERS PROVIDE CABLE OPERATED DAMPERS FOR THESE DIFFUSERS WEG 75 CFM VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT ABANDON IN PLACE BALANCE TO 180 CFM BALANCE TO 380 CFM BALANCE TO 350 CFM BALANCE TO 305 CFM BALANCE TO 285 CFM PHASE 1 PHASE 2 SA 6x6SA 8x6SA 8x8SA 6x6EA 10x6EA 12x6EA 16x6 18x18 SA, 18x18 RA UP 16x16 SA, 16x16 RA DN 16x16 SA, 14x12 EA UP 12x10 SA, 8x8 EA DN 1 H402 3 H402 CD 20 CFM CD 45 CFM CD 20 CFM CD 155 CFM CEG 15 CFM CEG 15 CFM CEG 40 CFM CEG 15 CFM CEG 150 CFM CEG 50 CFM CD 25 CFM SA 14x8 SA 12x8 SA 12x6 4 H402 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H204 HVAC DUCTWORK NEW WORK PLAN - LEVEL G 1/8" = 1'-0"H204 1 HVAC DUCTWORK NEW WORK PLAN - GROUND FLOOR PHASING NOTES: 1. WORK SHOWN ON GROUND FLOOR TO OCCUR IN PHASE 1 OR 2 AS INDICATED. 2. RISERS AND SHAFTS TO LOWER LEVELS TO BE COMPLETED IN PHASE 1 3. DUCTS CROSSING PHASE BOUNDARYS SHALL BE CAPPED TIGHT AT THE END OF PHASE 1. 4. CFM VALUES SHOWN IN DUCT MAINS ARE FOR THE END OF PHASE 2. AT THE END OF PHASE 1, BALANCE TO THE SUM OF THE CFM VALUES SHOWN FOR EACH INSTALLED DEVICE DOWNSTREAM OF EACH BALANCING DAMPER. REBALANCE ENTIRE SYSTEM AT THE END OF PHASE 2. 5. OCCUPIED PHASE 2 AREAS WILL BE WITHOUT MECHANICAL VENTILATION DURING THE PHASE 1 DOAS WORK. COORDINATE TIMING AND DURATION OF OUTAGE WITH OWNER. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 CD 25 CFM SA 6x6CD 20 CFM CD 30 CFM CD 25 CFM CD 30 CFM CD 85 CFM CEG 20 CFM CEG 80 CFM CEG 25 CFM CEG 20 CFM CEG 30 CFM CD 190 CFM CEG 185 CFM REBALANCE ALL SUPPLY AND EXHAUST CEILING DEVICES WITHIN THIS BOUNDARY F/SF/SEA 6x6 SA 6x6SA 10x8 EA 10x6 SA 10x8 EA 8x8 (E) EA 20x6 SA 18x6 (E) SA 18x6(E) EA 18x6(E) EA 16x6(E) SA 14x6SEMINAR ROOM 129 ASSIST DIR 128E DIR. INTER. 128H OPS ADMIN 128C 128N C.S. INTERVIEW 128M C.S. INTERVIEW 130 C.S. INTERVIEW 132 STORAGE 128A ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C 126B EVENTS COORD. DEAN OF STUD. 126E SHARED CONFERENCE ROOM 128B WORKROOM STORAGE DEAN OF STUD. 126A CAREER SERVICES RECEPTION / ADMIN. 128 MEETING ROOM 134 CLINICS OFFICE 155 CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 CLINICS OFFICE 152 CLINICS OFFICE 150 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 IDF 128K Room G0006 CLINICS OFFICE 139 STAIR 1 10001 RESTROOM 10021 STAIR 2 10002 CLINICS OFFICE 137 ELEC 10063 STAIR 3 10003 CORRIDOR 10040 10041 WAITING 136 CORRIDOR 10044 LOUNGE 127 OPS ASSIST DEAN 128D ASSOC DEAN 128G DIRECTOR 128J STG 126J RESTROOM 10020 SA 10x8 SA 6x8 SA 6x8CEG 50 CFM CD 55 CFM CEG 50 CFM CD 55 CFM CEG 20 CFM CD 25 CFM CEG 20 CFM CD 25 CFM CEG 15 CFM CD 20 CFM CEG 15 CFM CD 20 CFM CD 80 CFM CD 35 CFM CEG 30 CFM CEG 15 CFM EA 6x6CD 25 CFM CORRIDOR 10044 640 SF RECEP / ADMIN DEAN OF STUD. 126 (E) 6x6 CD 25 CFM (E) 6x6 CD 30 CFM (E) 6x6 CD 30 CFM (E) 6x6 CD 30 CFM (E) 6x6 CD 25 CFM (E) 6x6 CD 25 CFM (E) 6x6 CD 25 CFM (E) 6x6 CD 45 CFM (E) 6x6 CD 25 CFM (E) 6x6 CD 35 CFM (E) 6x6 CD 35 CFM (E) 6x6 CD 25 CFM (E) 6x6 CD 25 CFM (E) SA 8x6 SA 12x8 CD 15 CFM CEG 10 CFM PROVIDE CABLE OPERATED DAMPERS FOR THESE DIFFUSERS PROVIDE CABLE OPERATED DAMPERS FOR THESE DIFFUERS WEG 75 CFM VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT F/S F/S VERTICAL FIRE/SMOKE DAMPERS WHERE DUCT EXITS SHAFT ABANDON IN PLACE CEG 100 CFM CEG 100 CFM (E) CEG 25 CFM (E) CEG 20 CFM (E) CEG 25 CFM (E) CEG 20 CFM (E) CEG 20 CFM (E) CEG 40 CFM (E) CEG 20 CFM (E) CEG 30 CFM (E) CEG 30 CFM (E) CEG 20 CFM (E) CEG 20 CFM (E) CEG 20 CFM CEG 25 CFM CEG 15 CFM CEG 75 CFM (N) V.D. BALANCE TO 140 CFM (N) V.D. BALANCE TO 315 CFM (N) V.D. BALANCE TO 240 CFM (N) V.D. BALANCE TO 275 CFM BALANCE TO 450 CFM BALANCE TO 455 CFM BALANCE TO 320 CFM BALANCE TO 410 CFM REBALANCE ALL AIR DEVICES SERVED BY DOAS, INCLUDING THOSE IN ROOMS OUT OF SCOPE. TYPICAL THROUGHOUT 28x26 SA, 28x26 RA UP 18x18 SA, 18x18 RA DN 20x18 SA, 16x16 EA UP 16x16 SA, 14x12 EA DN 1 H402 SA 8x6 SA 32x6EA 24x6EA 12x8 EA 8x6 3 H402 CEG 10 CFM CEG 10 CFM CEG 10 CFM CEG 15 CFM CD 15 CFM CD 15 CFM CD 15 CFM CD 65 CFM CD 20 CFM SA 14x8 SA 12x8 SA 10x8 EA 10x8 CD 15 CFM CEG 10 CFM 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H205 HVAC DUCTWORK NEW WORK PLAN - LEVEL 1 1/8" = 1'-0"H205 1 HVAC DUCTWORK NEW WORK PLAN - LEVEL 1 PHASING NOTES: 1. WORK SHOWN ON LEVEL 1 TO OCCUR IN PHASE 2, EXCEPT WHERE INDICATED BELOW. 2. RISERS AND SHAFTS TO LOWER LEVELS TO BE COMPLETED IN PHASE 1. 3. AIR BALANCING TO OCCUR AT THE END OF PHASE 1 AND AGAIN AT THE END OF PHASE 2, AFTER ADDITIONAL CHANGES TO THE SYSTEM ARE MADE. 4. OCCUPIED PHASE 2 AREAS WILL BE WITHOUT MECHANICAL VENTILATION DURING THE PHASE 1 DOAS WORK. COORDINATE TIMING AND DURATION OF OUTAGE WITH OWNER. No. Date Revision (E) DOAS (2005) TO REMAIN. (E) AHU-6 MAKEUP AIR TO KITCHEN 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (E) 6x6 CD 25 CFM (E) CEG 30 CFM (E) CEG 20 CFM (E) 6x6 CD 35 CFM (E) 6x6 CD 30 CFM (E) CEG 25 CFM (E) 6x6 CD 25 CFM (E) CEG 20 CFM (E) CEG 20 CFM (E) 6x6 CD 25 CFM (E) 6x6 CD 35 CFM (E) CEG 30 CFM (E) 6x6 CD 35 CFM (E) CEG 30 CFM (E) CEG 35 CFM (E) 6x6 CD 45 CFM (E) CEG 40 CFM (E) 6x6 CD 45 CFM (E) CEG 40 CFM (E) 6x6 CD 40 CFM (E) CEG 35 CFM (E) 6x6 CD 40 CFM (E) CEG 35 CFM (E) 6x6 CD 45 CFM (E) CEG 40 CFM (E) CEG 40 CFM (E) 6x6 CD 45 CFM (E) CEG 40 CFM (E) 6x6 CD 45 CFM (E) SA 20x6 (E) EA 20x6 (E) SA 20x6(E) EA 20x6(E) SA 16x6(E) EA 16x6(E) SA 14x6(E) EA 14x6(E) SA 10x6 (E) EA 10x6 (E) SA 4ø (E) EA 4ø (TYP)(TYP) CONNECT TO (E) DUCT AND EXHAUST LOUVER C 1 CEG 40 CFM 6x6 CD 45 CFM 6x6 CD 25 CFM CEG 20 CFM 6x6 CD 25 CFM CEG 20 CFM SA 4ø EA 4ø SA 4ø EA 4ø SA 4ø EA 4ø 1 H401 H401 2 JC 20061 MEETING ROOM 244 LAWYERING OFFICE 256A LAWYERING RECEPTION 256 LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 LAWYERING OFFICE 253 FACULTY SUPPORT OFFICE 249 TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 COPY ROOM 229 ADJUNCT FACULTY OFFICE 231 TENURED FACULTY OFFICE 235 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 ELEV. 20070 MECHANICAL 20068 CIT 258 MECH ATTIC 1 20069 STAIR 1 20001 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 ADJUNCT FACULTY OFFICE 230 LAWYERING OFFICE 251 STAIR 2 20002 MAIL 228 STAFF FOOD LOUNGE 226 STAIR 3 20003 FACULTY LOUNGE 227 CLOSET 227A MECHANICAL 20025 NEW 20x20 SA DUCT UP TO ATTIC. BALANCING DAMPER ACCESS IN ATTIC. NEW 20x20 RA DUCT UP TO ATTIC. BALANCING DAMPER ACCESS IN ATTIC. SA 6x6 6x6 CD 30 CFM EA 6x6 6x6 CRR 25 CFM CD 25 CFM CD 20 CFM CD 30 CFM CD 30 CFM (E) SA 6x6 20X18 SA, 16X16 RA UP/DN CONTINUES TO MYRON TAYLOR AHU-4 (E) 6x6 CD 40 CFM (E) SA 20x6 VOLUME DAMPER. BALANCE TO 350 CFM CONNECT TO (E) SA PREVIOUSLY FED FROM AHU-5 8x10 DN FROM ATTICPROVIDE CABLE OPERATED DAMPERS FOR THESE DIFFUSERS. WEG 75 CFM F/S F/S HORIZONTAL FIRE/SMOKE DAMPERS IN FLOOR SLAB WHERE (E) DUCT PENETRATES TOP OF SHAFT ABANDON IN PLACE 6x6 CD 60 CFM REBALANCE ALL AIR DEVICES SERVED BY DOAS, INCLUDING THOSE IN ROOMS OUT OF SCOPE. TYPICAL THROUGHOUT (E) 28x26 SA, 28x26 EA DN 1 H402 (E) FCU AND DUCTWORK TO REMAIN. TYP BEYOND SCOPE LIMIT LINE. 3 H402 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H206 HVAC DUCTWORK NEW WORK PLAN - LEVEL 2 1/8" = 1'-0"H206 1 HVAC DUCTWORK NEW WORK PLAN - LEVEL 2 ADD ALTERNATES - PROVIDE SEPARATE PRICING A2:DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN-AROUND COILS, PUMP P-3, ASSOCIATED PIPING AND SPECIALTIES, DOMESTIC COLD WATER FILL CONNECTION, DOAS OA DUCTWORK MODIFICATIONS, AND CONTROLS. REFER TO H205, H305, H401, H601, H701, AND H803 PHASING NOTES: 1. WORK SHOWN ON LEVEL 1 TO OCCUR IN PHASE 2, EXCEPT WHERE INDICATED BELOW. 2. RISERS AND SHAFTS TO LOWER LEVELS TO BE COMPLETED IN PHASE 1. 3. AIR BALANCING TO OCCUR AT THE END OF PHASE 1 AND AGAIN AT THE END OF PHASE 2, AFTER ADDITIONAL CHANGES TO THE SYSTEM ARE MADE. 4. OCCUPIED PHASE 2 AREAS WILL BE WITHOUT MECHANICAL VENTILATION DURING THE PHASE 1 DOAS WORK. COORDINATE TIMING AND DURATION OF OUTAGE WITH OWNER. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (E) EA 8x6 (E) SA 8x6 UP TO ATTIC CEILING SLOPE DOWN ALONG ATTIC ROOF DOWN TO LEVEL 2 MECH ROOM EA 20x20 SA 20x20 EA 16x16SA 20x18SA AND EA RISERS DOWN SA 10x8 10x8 SA DN TO MECH RM BELOW RUN DUCTS HIGH THROUGH TRIANGULAR OPENING IN ROOF STRUCTURE F/S F/S HORIZONTAL FIRE/SMOKE DAMPERS IN FLOOR SLAB WHERE DUCTS PENETRATE TOP OF SHAFT 1 H402 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H207 HVAC DUCTWORK NEW WORK PLAN - ATTIC 1/8" = 1'-0"H207 1 HVAC DUCTWORK NEW WORK PLAN - ATTIC PHASING NOTES: 1. WORK SHOWN IN ATTIC TO OCCUR IN PHASE 1 ALONG WITH THE INSTALLATION OF RISERS AND SHAFTS THROUGH THE BUILDING. No. Date Revision DNTTTTTTTTTTTTTTTTTTTTTT123A.1BCDFCU2FCU2FCU2FCU2FCU3FCU2FCU2FCU2FCU21-1/4" HWS/R,CHWS/R RISERS UPFCU3(E) FIN TUBE IN STAIR TO BE RE-USED. PROVIDENEW BRANCH PIPING AND CONTROLS. TIERISERS INTO NEW HW PIPING.SPILL COOLING COILCONDENSATE TO JANITOR'SSINK WITH AIR GAP3/4" GC3/4" GC1111111111STUDENT GROUPSPACE3L58STUDENT OFFICER3L58JWC3L0021SERVICE3L0068SERVICE3L0063SERVICE3L0066MACHINE ROOM3L0060ELEV.3L0070JC3L0061SERVICE3L00623L0041STAIR 13L0001SERVICE3L0065STUDENT OFFICER3L58H??STUDENT OFFICER3L58GSTUDENT OFFICER3L58ESTUDENT OFFICER3L58DSTUDENT OFFICER3L58CSTUDENT OFFICER3L58BSTUDENT OFFICER3L58AELEV LOBBY3L0042(E) RADIATOR TO REMAIN.TIE EXISTING HW PIPINGINTO NEW HW SYSTEM3/4" CHWR3/4" CHWS1" CHWR1" CHWS3/4" HWS3/4" HWR1" HWS1" HWR1 1/4" CHWS1 1/4" CHWR3/4" HWS3/4" HWR3/4" CHWR3/4" CHWSCP1CP1CP1CP1CP1CP1CP1CP1CP1CUH33H201CP11234.25.167.2A.1BCDEFGJK.2FCU2FCU3FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FTC1FTC1FTC1FCU2CONNECT GC PIPING TOSANITARY RISER HEREWITH AIR GAP FITTING1" GC1" GC RISER UPFCU2(E) FIN TUBE IN STAIR TO BE RE-USED. PROVIDENEW BRANCH PIPING AND CONTROLS. TIERISERS INTO NEW HW PIPING.2H402SPILL COOLING COILCONDENSATE TOJANITOR'S SINK WITHAIR GAP33333333333333333333332" CHWR2" CHWS2" HWR2" HWS2" CHWR2" CHWS1 1/2" HWR1 1/2" HWSEDITORS2L58DEDITORS2L58CLAW REVIEW READINGROOM2L58EDITORS2L58BOFFICE2L46ASTAIR 12L0001JC2L0061ELEV.2L0070SHARED ADMIN OFFICE2L39JLPP READING ROOM2L46MEN'S RESTROOM2L0021WOMEN'S RESTROOM2L0022IDF2L35STAIR 22L0002ILJ READING ROOM2L30SHARED OFFICE2L30AOFFICE2L30BOFFICE2L30CILJ READING ROOM2L30??3FTC1FTC11" HWS1" HWR1" CHWS1" CHWR3/4" CHWR3/4" CHWS3/4" HWR3/4" HWS1 1/4" CHWS1 1/4" CHWR1 1/4" CHWR1 1/4" CHWS1 1/2" CHWR1 1/2" CHWS1 1/2" HWS1 1/2" HWR2" HWS2" HWR2 1/2" CHWS2 1/2" CHWR2" HWS2" HWR2 1/2" CHWS2 1/2" CHWR22" CHWR2" CHWS2" HWS2" HWRCP1CP1CP1CP1CP1CUH1FTCFTC3 FT9.5 FT3H402PROVIDE VALVES FOR RADIATORSIN STAIR ABOVE CEILING22CP1CP1150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.H301HVAC PIPING NEWWORK PLAN - LEVELSLL3 AND LL2 1/8" = 1'-0"H3011HVAC PIPING NEW WORK PLAN - LEVEL LL3 1/8" = 1'-0"H3012HVAC PIPING NEW WORK PLAN - LEVEL LL2PHASING NOTES:1. ALL WORK SHOWN ON LL3 AND LL2 TO OCCUR IN PHASE 1.2. PIPE RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1.3. HW AND CHW SYSTEMS SHALL BE BALANCED AT THE END OFPHASE 1 AND RE-BALANCED AT THE END OF PHASE 2.1PIPING FEEDS DOWN TO FAN COIL ON THIS FLOOR. PIPING IS RUNCONCEALED IN CHASE/WALL. SEE ARCHITECTURAL DRAWINGS.2PIPING FEEDS UP TO FAN COIL ON THE FLOOR ABOVE.3PIPING FEEDS DOWN TO FAN COILS ON THIS FLOOR, CONCEALED,AND ALSO RUNS UP TO FAN COILS ON FLOOR ABOVE. SEEARCHITECTURAL DRAWINGSKEYED NOTESNo. Date Revision2 07/18/2016 Addendum 52222 T T T T T T T T T T T T T T T T T T T T T T CO2 CO2 C02 C02 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G J K.2 FCU 2 FCU 2 FCU 2 FCU 2 FCU 2 FCU 3 FCU 2A FCU 2 FCU 2 FCU 3 FCU 2A FCU 2 FCU 2A FCU 2 FCU 2 (E) HVAC SYSTEMS IN KITCHEN AND SERVERY TO REMAIN. (E) CHWS/R MAINS FROM PUMPS IN MYRON TAYLOR. PUMPS TO BE RE- BALANCED AND DIFFERENTIAL PRESSURE SETPOINT ADJUSTED AFTER THE SYSTEM IS MODIFIED AS PART OF THIS PROJECT. (N) BASE-MOUNTED PUMPS W/ VFDs INSTALLED IN PLACE OF (E) HW PUMPS. REUSE EQUIPMENT PAD (E) GW HXR (E) HW HXR CONNECT TO (E) HWS/R FTC 1 FTC 1 FTC 1 FTC 1 FTC 1 FTC 1 P 1 P 2 (E) 5" CHWS (E) 5" CHWR (E) HWS/R, CHWS/R RISERS UP 1/2" UP TO R-1 (TYP) 3" HWS/R, 4” CHWS/R RISERS DN (N) 5" CHWS/R, 4" HWS/R, 2-1/2" GWS/R RUN TIGHT TO UNDERSIDE OF STRUCTURE ABOVE TO MAKE ROOM FOR WHEELCHAIR LIFT 1" GC RISER UP/DN RE-USE EXISTING PERIMETER FIN TUBE CONVECTORS. PIPING FED FROM ABOVE. REPLACE PNEUMATIC CONTROL VALVE WITH NEW 2-WAY DDC VALVE. 1" GC FCU 2 FCU 2 FCU 2A (E) FIN TUBE IN STAIR TO BE RE-USED. PROVIDE NEW BRANCH PIPING AND CONTROLS. TIE RISERS INTO NEW HW PIPING. (E) CONDENSING UNITS TO REMAIN (E) HWS/R, CHWS/R, GC TO MYRON-TAYLOR (E) 4" HWR(E) 4" HWS (E) 5" CHWR(E) 5" CHWS1/2" HWS 1/2" HWR 2 H402 2 2 ALL HWS/R, CHWS/R PIPING ON THIS FLOOR FEEDS UP UNLESS NOTED OTHERWISE(TYP) 1" HWS 1" HWR 1" CHWS 1" CHWR 3" HWS/R, CHWS/R MAINS 1" HWS 1" HWR 1 1/4" CHWS 1 1/4" CHWR SPILL CONDENSATE TO JANITOR'S SINK WITH AIR GAP FCU 2 FCU 2A DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 FLEX OFFICE L52 STG L46A ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 STAIR 1 L0001 JC L0061 ELEV. L0070 CONFERENCE L39 STAIR 2 L0002 FLEX OFFICE L33 FLEX OFFICE L31 FLEX OFFICE L29 WORKROOM L30 GENDER NEUTRAL TOILET L0023 EVENT ROOM L28 CORRIDOR L0041 DINING L24 SERVERY L35C KITCHEN L35B STAIR 4 L0004 SVC L0062 ELEVATOR L0071 STOR. L35A STORAGE ROOM L0068 ELEVATOR MACHINE RM L0066 STAIR 3 L0003 MECH L0065SVC L0045 ELEC. L0063 ELEC L0064 CORRIDOR L0041 WOMEN'S RESTROOM L0022 MEN'S RESTROOM L0021 POST DOC L42 EXEC DIR L44 IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (E) PIPE CHASE NORTH SHAFT EAST SHAFT (E) HWS/R, CHWS/R, GC TO MYRON-TAYLOR 1" CHWR 1" CHWS 1 1/4" CHWR 1 1/4" CHWS 1" HWR 1" HWS 1" HWR 1" HWS 3" HWS 3" HWR 4" CHWS 4" CHWR VAV 1 VAV 3 VAV 2 VAV 4 R 1 R 1 3 FT 9.5 FT CP 1 FCU 4 DP DIFFERENTIAL PRESSURE SENSOR FOR HW PUMPS INSTALL SENSORS SOUTH OF DOOR SWING 3/4" COND UP (E) 2 1/2" GWS (E) 2 1/2" GWR CUH 5 3 H402 PROVIDE VALVES FOR RADIATORS IN STAIR ABOVE CEILING CUH 4 4 H402 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H303 HVAC PIPING NEW WORK PLAN - LEVEL LL1 1/8" = 1'-0"H303 1 HVAC PIPING NEW WORK PLAN - LEVEL LL1 PHASING NOTES: 1. ALL WORK SHOWN ON LL1 TO OCCUR IN PHASE 1. 2. PIPE RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1. 3. HW AND CHW SYSTEMS SHALL BE BALANCED AT THE END OF PHASE 1 AND RE-BALANCED AT THE END OF PHASE 2.1 PIPING FEEDS DOWN TO FAN COIL ON THIS FLOOR. PIPING IS RUN CONCEALED IN CHASE/WALL. SEE ARCHITECTURAL DRAWINGS. 2 PIPING FEEDS UP TO FAN COIL ON THE FLOOR ABOVE. 3 PIPING FEEDS DOWN TO FAN COILS ON THIS FLOOR, CONCEALED, AND ALSO RUNS UP TO FAN COILS ON FLOOR ABOVE. SEE ARCHITECTURAL DRAWINGS KEYED NOTES No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 FCU 2A FCU 2 FCU 2 FCU 2A FCU 2 FCU 2 FCU 2 FCU 2 FCU 2 FCU 2 FCU 2 FCU 2 FCU 3A FCU 2 FCU 3A FCU 3A FTC 1 FTC 1 FTC 1 3/4" HWS 3/4" HWR R 2 R 2 R 2 2.5 FT 1/2" HWS 1/2" HWR 1/2" HWS 1/2" HWR 1/2" HWS 1/2" HWR 1/2" HWS 1/2" HWR 1/2" HWS 1/2" HWR FCU 2 (E) 5" CHWS/R UP/DN (E) 4" HWS/R UP/DN (E) 2-1/2" GWS/R UP/DN FCU 2A (E) FIN TUBE IN STAIR TO BE RE-USED. PROVIDE NEW BRANCH PIPING AND CONTROLS. TIE RISERS INTO NEW HW PIPING. FCU 2A 2 H402 1 1/2" CHWR 1 1/2" CHWS 1 1/2" HWR 1 1/2" HWS 1-1/2" CHWS/R, HWS/R SPILL TO JANITOR'S SINK WITH AIR GAP 1" GC DN (E) FCU FCU 2 (E) FCU (E) FCU (E) FCU (E) FCU (E) FCU(E) FCU FCU 2 (E) FCU FCU 3A FCU 2 BUDGET G58B PAYROLL G58A RECEPTION / ADMIN. G58 DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 COMMUNICATIONS G46 WOMEN'S RESTROOM G0021 VESTIBULE G0045 CONF. ROOM G39 STAIR 2 G0002 ENCLOSED LOGGIA G0041 SEMINAR ROOM G29 ASSOC. DEAN G28M EXEC. ASST. TO ASSOC. DEAN G28L DIRECTOR ALUM AFFAIRS G28K DIRECTOR ANNUAL FUND G28J PROGRAM OFFICER G28H MAJOR GIFT OFFICER G28G MAJOR GIFT OFFICER G28F ASST DIR ANNUAL FUNDING G28D LEADERSHIP GIFT OFFICER G28C WORK STUDY G28B SERVICE G35 JC G0065 SERVICE G0062 SVC G38 STAIR G0004 ELEVATOR G0041 STAIR 3 G0003 ELEC. G0063 JC G0081 SERVICE G0080 ELEVATOR G0071 CORRIDOR G0048 RECEPTION ENTRY G28 ELEVATOR VESTIBULE G0041 STAIR 1 G0001 ELEV. G0070 JC G0061 MEETING ROOM G34 OFFICE G28N OFFICE G28P MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S RECEPTION ENTRY G28 MEETING ROOM G26 SPD ADMIN G31 SPD ASST. DEAN G33 NORTH SHAFT EAST SHAFT 2 2 2 2 1" CHWR 1" CHWS 1" HWS 1" HWR 1" CHWR 1" CHWS 1" HWS 1" HWR 1" CHWR 1" CHWS1 1/4" CHWR 1 1/4" CHWS 1" HWR 1" HWS PHASE 1 PHASE 2 8 FT R 2 R 2 R 2 R 2 R 2 R 2 8 FT 8 FT 8 FT 8 FT 8 FT 4 FT 2.5 FT CUH 2 R 1 R 1 3 FT 9.5 FT CP 1 CP 1 CP 1 2222 2 1 1 2 1 1 1 2 2 CUH 6 1 3 H402 PROVIDE VALVES FOR RADIATORS IN STAIR ABOVE CEILING LOCATION OF VALVES SERVING RADIATORS ABOVE - TYPICAL 4 H402 FCU 1A FCU 1A 1/2" HWS/R UP TO RAD ABOVE CONNECT TO (E) CHW, HW, AND CND PIPING 1/2" HWS/R UP TO RAD ABOVE 1/2" HWS/R UP TO RAD ABOVE 1/2" HWS/R UP TO RAD ABOVE 1/2" HWS/R UP TO RAD ABOVE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H304 HVAC PIPING NEW WORK PLAN - LEVEL G 1/8" = 1'-0"H304 1 HVAC PIPING NEW WORK PLAN - GROUND FLOOR PHASING NOTES: 1. WORK SHOWN ON GROUND FLOOR TO OCCUR IN PHASE 1 OR PHASE 2 AS INDICATED. 2. PIPE RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1. 3. ASSOC. DEAN'S OFFICE G41M IS IN PHASE 2 WITH A FCU FED FROM BELOW (PHASE 1 AREA). REPLACE EXISTING RADIATOR WITH FCU IN PHASE 1. COORDINATE TIMING WITH OWNER. 4. ROUGH IN HW PIPING TO LOGGIA RADIATORS IN PHASE 1. PROVIDE SHUT-OFF VALVES AND DRAINS IN ACCESSIBLE LOCATION TO KEEP THE PIPES PENETRATING THE EXTERIOR FLOORSLAB DRY. PROVIDE TEMPORARY COVERINGS OF OPENINGS AND PIPES AT THE EXTERIOR UNTIL THE LOGGIA IS ENCLOSED IN PHASE 2. 5. ALL PIPES CROSSING THE PHASE BOUNDARY SHALL BE PROVIDED WITH SHUT-OFF VALVES PREPPED FOR FUTURE CONNECTION AT THE END OF PHASE 1. 6. HW AND CHW SYSTEMS SHALL BE BALANCED AT THE END OF PHASE 1 AND RE-BALANCED AT THE END OF PHASE 2. 1 PIPING FEEDS DOWN TO FAN COIL ON THIS FLOOR. PIPING IS RUN CONCEALED IN CHASE/WALL. SEE ARCHITECTURAL DRAWINGS. 2 PIPING FEEDS UP TO FAN COIL ON THE FLOOR ABOVE. 3 PIPING FEEDS DOWN TO FAN COILS ON THIS FLOOR, CONCEALED, AND ALSO RUNS UP TO FAN COILS ON FLOOR ABOVE. SEE ARCHITECTURAL DRAWINGS KEYED NOTES No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (E) FCU IN NEW ENCLOSURE - SEE ARCH DP LOCATION ABOVE ACCESSIBLE CEILING OF (N) DIFFERENTIAL PRESSURE SENSOR FOR HW SYSTEM VFD CONTROLS (E) 2" GWS/R UP (E) FIN TUBE IN STAIR TO BE RE-USED. PROVIDE NEW BRANCH PIPING AND CONTROLS. TIE RISERS INTO NEW HW PIPING. R 3 R 3 R 3 R 3 FCU 1A FCU 1 FCU 1 FCU 1 FCU 1 FCU 1 FCU 1A 2 H402 SEMINAR ROOM 129 ASSIST DIR 128E DIR. INTER. 128H OPS ADMIN 128C C.S. INTERVIEW 128N C.S. INTERVIEW 128M C.S. INTERVIEW 130C.S. INTERVIEW 132 STORAGE 128A ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E SHARED CONFERENCE ROOM 128B WORKROOM STORAGE DEAN OF STUD. 126A CAREER SERVICES RECEPTION / ADMIN. 128 MEETING ROOM 134 CLINICS OFFICE 155CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 CLINICS OFFICE 152 CLINICS OFFICE 150 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 IDF 128K Room G0006 CLINICS OFFICE 139 ELEVATOR 10070 JC 10061 STAIR 1 10001 RESTROOM 10021 STAIR 2 10002 CORE 10022 CLINICS OFFICE 137 ELEC 10063 STAIR 3 10003 CORRIDOR 10040 ELEVATOR VESTIBULE 10041 WAITING 136 CORRIDOR 10044 LOUNGE 127 OPS ASSIST DEAN 128D ASSOC DEAN 128G DIRECTOR 128J STG 126J RESTROOM 10020 1 1 1 1 1 3 2 3 3 3 3 3 (E) HWS/R AND CHWS/R PIPING SERVING UP TO FCUS ABOVE - TYPICAL THROUGHOUT THIS FLOOR (E) FCU FROM 1987 WITH CHWS/R AND HWS/R FED FROM BELOW FROM MYRON TAYLOR HALL - TYPICAL OF 6 FCUS ALONG THIS FACADE FCU 3A FCU 1 FCU 1 FCU 1 FCU 2 (E) FCUS(E) FCUS FCU 1A (E) (E) (E) (E) (E)(E) (E)(E) (E) (E) (E) RECEP / ADMIN DEAN OF STUD. 126 CORRIDOR 10044 (E) PIPING RISERS NORTH SHAFT EAST SHAFT 3/4" HWS 3/4" HWR 3/4" CHWR 3/4" CHWS 22 SPILLS TO JANITOR'S SINK WITH AIR GAP 3/4" GC 3/4" GC 3/4" GC R 1 R 13 FT 12 FT FCU 4 CP 1 PROVIDE VALVES AND DRAINS TO ISOLATE AND DRAIN NEW WORK. RELOCATE (E) THERMOSTATS AS REQUIRED TO BUILD NEW WALL H401 6 3 H402 (E) FCU (TYP) (E) FCU IN NEW ENCLOSURE - SEE ARCH PROVIDE VALVES FOR RADIATORS IN STAIR ABOVE CEILING FTC 1 2 FT (E) 2 (E) 2 2 (E) SEE ARCH DRAWINGS FOR REPLACEMENT FAN COIL UNIT ENCLOSURE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H305 HVAC PIPING NEW WORK PLAN - LEVEL 1 1/8" = 1'-0"H305 1 HVAC PIPING NEW WORK PLAN - LEVEL 1 PHASING NOTES: 1. WORK SHOWN ON LEVEL 1 SHALL OCCUR IN PHASE 2 EXCEPT WHERE NOTED BELOW. 2. PIPE RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1. 3. HW AND CHW SYSTEMS SHALL BE BALANCED AT THE END OF PHASE 1 AND RE-BALANCED AT THE END OF PHASE 2. 1 PIPING FEEDS DOWN TO FAN COIL ON THIS FLOOR. PIPING IS RUN CONCEALED IN CHASE/WALL. SEE ARCHITECTURAL DRAWINGS. 2 PIPING FEEDS UP TO FAN COIL ON THE FLOOR ABOVE. 3 PIPING FEEDS DOWN TO FAN COILS ON THIS FLOOR, CONCEALED, AND ALSO RUNS UP TO FAN COILS ON FLOOR ABOVE. SEE ARCHITECTURAL DRAWINGS KEYED NOTES No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (E) DOAS (2005) TO REMAIN. (E) AHU-6 MAKEUP AIR TO KITCHEN P 3 ET 1 GLYCOL WATER PIPING CONNECTING RUN- AROUND COILS C 1 C 2 (E) FCU (TYP) 2" GWR 2" GWS 2" GWR 2" GWS 2" GWR 2" GWS 2" GWR 2" GWS ALTERNATE #3 ENERGY RECOVERY SYSTEM H401 2 Sim 2 H402 JC 20061 MEETING ROOM 244 LAWYERING OFFICE 256A LAWYERING RECEPTION 256 LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 LAWYERING OFFICE 253 FACULTY SUPPORT OFFICE 249 TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 COPY ROOM 229 ADJUNCT FACULTY OFFICE 231 MECH SHAFT 20063 TENURED FACULTY OFFICE 235 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 ELEV. 20070 MECHANICAL 20068 CIT 258 MECH ATTIC 1 20069 STAIR 1 20001 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 ADJUNCT FACULTY OFFICE 230 CLOSET 250A CLOSET 246A CLOSET 245A CLOSET 240A CLOSET 238A CLOSET 241A CLOSET 243A CLOSET 237A CLOSET 235ACLOSET 247A COAT CLOSET 233A CORE 10023 LAWYERING OFFICE 251 STAIR 2 20002 MAIL 228 CORRIDOR 20041 STAFF FOOD LOUNGE 226 STAIR 3 20003 COAT CLOSET 232A FACULTY LOUNGE 227 CLOSET 227A MECHANICAL 20025 (E) HW REHEAT S/R TO (E) AHU-6 FCU 1A (E) FCUS FCU 1A FCU 1A NORTH SHAFT EAST SHAFT (E) FCU AND PIPING TO REMAIN. TYP BEYOND SCOPE LIMIT LINE. RELOCATE (E) THERMOSTATS AS REQUIRED TO BUILD NEW WALL 3 H402 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H306 HVAC PIPING NEW WORK PLAN - LEVEL 2 1/8" = 1'-0"H306 1 HVAC PIPING NEW WORK PLAN - LEVEL 2 PHASING NOTES: 1. WORK SHOWN ON LEVEL 1 SHALL OCCUR IN PHASE 2 EXCEPT WHERE NOTED BELOW. 2. PIPE RISERS SHALL BE RUN TO LOWER LEVELS IN PHASE 1. 3. HW AND CHW SYSTEMS SHALL BE BALANCED AT THE END OF PHASE 1 AND RE-BALANCED AT THE END OF PHASE 2. 1 PIPING FEEDS DOWN TO FAN COIL ON THIS FLOOR. PIPING IS RUN CONCEALED IN CHASE/WALL. SEE ARCHITECTURAL DRAWINGS. 2 PIPING FEEDS UP TO FAN COIL ON THE FLOOR ABOVE. 3 PIPING FEEDS DOWN TO FAN COILS ON THIS FLOOR, CONCEALED, AND ALSO RUNS UP TO FAN COILS ON FLOOR ABOVE. SEE ARCHITECTURAL DRAWINGS KEYED NOTES No. Date Revision LEVEL 2 50' - 5" ATTIC 60' - 6" 1 2 C 1 M (N) MOTORIZED DAMPER (E) FILTER BANK (E) GW HEATING COIL (E) CHW COOLING COIL (E) SUPPLY FAN (E) DOAS-1 (E) LOUVER ACCESS DOOR OA 44x72 1 2 3 4.2 A.1 B C D 1 H401 2" GWS 2" GWR P 3 ET 1 C 1 3 H401 COIL C-1 SERVICE/COIL PULL CLEARANCE COIL C-2 SERVICE/COIL PULL CLEARANCE 1 H402EA 46x462" GWS 2" GWR OA 72x44OA 72x84 (E) SA 40x20 (E) EA 40x20 (E) DOAS (E) 2" GWS (E) 2" GWR (E) 2" CHWR (E) 2" CHWS HORIZONTAL FIRE/SMOKE DAMPERS IN FLOOR SLAB WHERE (E) DUCT PENETRATES TOP OF SHAFT F/SF/S LEVEL 2 50' - 5" ATTIC 60' - 6" LEVEL 2 50' - 5" ATTIC 60' - 6" A.1 B EA 46x46 EF 1 EA 26ø2" GWR 2" GWS M REUSE (E) MOTORIZED DAMPER G 3/4" HWS UP FROM BELOW IN WALL.3/4" HWS UP FROM BELOW IN WALL. SHORT PIECE OF EXPOSED, UN-INSULATED PIPING SHORT PIECE OF EXPOSED, UN-INSULATED PIPING RADIATOR RECESSED IN WALL, CENTERED BELOW WINDOWS 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H401 HVAC LARGE-SCALE PLANS 1/4" = 1'-0"H401 1 DOAS-1 SECTION 1/4" = 1'-0"H401 2 HVAC LEVEL 2 MECH ROOM PLAN 1/4" = 1'-0"H401 3 EF-1 SECTION ADD ALTERNATES - PROVIDE SEPARATE PRICING A2:DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN-AROUND COILS, PUMP P-3, ASSOCIATED PIPING AND SPECIALTIES, DOMESTIC COLD WATER FILL CONNECTION, DOAS OA DUCTWORK MODIFICATIONS, AND CONTROLS. REFER TO H205, H305, H401, H601, H701, AND H803 1/2" = 1'-0"H401 6 LEVEL 1 CORRIDOR RADIATOR DETAIL No. Date Revision LOWER LEVEL 3 0' - 0" LOWER LEVEL 2 10' - 1" LOWER LEVEL 1 20' - 2" GROUND 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 3 4.2 FS FS FIRE/SMOKE DAMPERS AT FLOOR LINE FS VERTICAL FIRE/SMOKE DAMPER IN HORIZONTAL SHAFT WALL - TYPICAL EACH FLOOR FS OFFSET WITH 45 DEG ELBOWS THROUGH LOWER LEVEL 2 VERTICAL FIRE/SMOKE DAMPERS IN HORIZONTAL SHAFT WALL(E) SA 28x26(E) EA 28x26SA 22x22EA 22x22SA 22x22EA 22x22SA 14x14EA 14x14SA 10x8 EA 10x8 LOWER LEVEL 2 10' - 1" LL2 10' - 1" LL1 20' - 2" LEVEL G 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" 4.9 LOWER LEVEL 1 20' - 2" GROUND 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" FCU 4 FCU 4 HWS/R, CHWS/R PIPING FROM BELOW COOLING COIL CONDENSATE PUMPS TO CEILING COOLING COIL CONDENSATE PUMPS TO CEILING HWS/R, CHWS/R PIPING FROM ABOVE LOWER LEVEL 2 10' - 1" LOWER LEVEL 1 20' - 2" GROUND 30' - 3" LEVEL 1 40' - 4" LEVEL 2 50' - 5" ATTIC 60' - 6" 4.2 FIN TUBE CONVECTORS AT LOWEST LANDING IN TROUGH - SEE ARCH MOUNT RADIATOR AT CENTER OF STRINGER (TYPICAL) RADIATORS AT EACH LANDING EXCEPT LOWEST OPENING IN BRICK WALL FOR FTC CIRCULATION AIR - SEE ARCH HWR BELOW FTC DROP PIPING IN WALL, TYPICAL GROUND 30' - 3" B C RUN SA AND EA DUCT MAINS AT SAME ELEVATION ABOVE COORIDOR CEILING TAP FOR BRANCH DUCT OFF TOP OFF MAIN TO CROSS ADJACENT DUCT RISE DUCT ABOVE HIGHER CEILING WITH 45 DEGREE DUCT ELBOWS DIP BELOW BEAMS WITH 45 DEGREE DUCT ELBOWS HWS/S, CHWS/R MAINS RUN HIGH. DIP BELOW BEAMS AS REQUIRED. BRANCH PIPING TAPS OFF BOTTOM OF MAINS. COORDINATE BRANCH DUCTWORK AND BRANCH PIPING IN PLAN TO AVOID CLASHES 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H402 HVAC SECTIONS 1/4" = 1'-0"H402 1 NORTH SHAFT SECTION 1/4" = 1'-0"H402 3 WEST STAIR SOUTH WALL FACING SOUTH 1/4" = 1'-0"H402 2 WEST STAIR NORTH WALL FACING SOUTH 1/4" = 1'-0"H402 4 TYPICAL DUCT, PIPE SECTION No. Date Revision LOWER LEVEL 3 11 13 LOWER LEVEL 1 GROUND LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 STAIR 1 STAIR 2 NORTH SHAFT EXISTING PIPE CHASE EAST SHAFT JANE FOSTER WEST SHAFT LOWER LEVEL 2 LOWER LEVEL 1 GROUND LEVEL 1 LEVEL 2 ATTIC HUGHES HALL JANE FOSTER ADDITION TO MYRON TAYLOR HALL MECHSERVERY LOGGIA MECH MECH (E) DOAS EF 1 (E) AHU-6 (REPLACES EXISTING) (R) AHU-5 (E) AHU-8 (E) AHU-4 FCU 4 FCU 4 (E) RADIATORS TIED INTO NEW HW PIPING TO MYRON TAYLOR = HOT WATER SUPPLY = HOT WATER RETURN = CHILLED WATER SUPPLY = CHILLED WATER RETURN ('05) GWS/R ('05) GLYCOL HOT WATER HX (E) HOT WATER HX 8.6 GPM 5.4 GPM 4.5 GPM 3.0 GPM 7.0 GPM 7.4 GPM 5.1 GPM 3.0 GPM 7.1 GPM 7.2 GPM 5.4 GPM 2.9 GPM 5.5 GPM 3.0 GPM 3.2 GPM ('05) GW PUMP ('05) GW EXPANSION TANK C 1 C 2 P 3 (E) RADIATOR (E) RADIATOR (E) RADIATOR (E) RADIATOR (E) RADIATOR (E) HWS/R RISERS (E) = EXISTING PIPING FROM BEFORE 1987 ('87) = EXISTING PIPING FROM 1987 ('05) = DENOTES EXISTING PIPING FROM 2005 FTC 1 FTC 1 FTC 1 FTC 1 ('87) FCUs AT PERIMETER (N) FCUs AT INTERIOR VAVs ('87) CHWS/R ('05) 5" CHWS/R (E) EXPANSION TANK P 1 P 2 ('05) 2-1/2" GWS/R ('05) 4" HWS/R (E) 4" HWS/R CAMPUS CHWS/R CHW PUMPS IN MYRON TAYLOR ET 1 BYPASS MANUAL AIR VENT (TYP) DP DIFFERENTIAL PRESSURE SENSOR FOR HW PUMPS GENERAL NOTES: 1. 2. PROVIDE MANUAL AIR VENTS AT THE TOP OF EACH PIPING RISER PROVIDE ISOLATION VALVES AND DRAIN VALVES W/ 3/4” THREADED CONNECTIONS ON PIPING TAKEOFFS AT EACH FLOOR. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H501 HVAC HYDRONIC WATER RISER DIAGRAMS N.T.S.H501 3 HVAC HYDRONIC SYSTEM SCHEMATIC No. Date Revision LOWER LEVEL 3 11 13 LOWER LEVEL 1 GROUND LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 STAIR 1 EGRESS STAIR W/ NO MECHANICAL VENTILATION STAIR 2 SOUTH SHAFT EAST SHAFT JANE FOSTER WEST SHAFT LOWER LEVEL 2 LOWER LEVEL 1 GROUND LEVEL 1 LEVEL 2 ATTIC HUGHES HALL JANE FOSTER ADDITION TO MYRON TAYLOR HALL MECHSERVERY KITCHEN LOGGIA MECH MECH (E) DOAS EF 1 (E) AHU-6 (REPLACES EXISTING) (R) AHU-5 (E) AHU-8 (E) AHU-4 FCU 4 FCU 4 CAP FOR FUTURE (E) FAN W/ (N) VFD- READY MOTOR AND VFD VAV 4 VAV 3 VAV 2 VAV 1 (E) OA INTAKE (R) OA INTAKE M (E) MOTORIZED DAMPER M (N) MOTORIZED DAMPER (E) RA AND OA INTAKES FSFS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FSFS FS S (N) DUCT-MOUNTED SMOKE DETECTOR S (N) DUCT-MOUNTED SMOKE DETECTOR FDFD (E) FIRE DAMPERS TO REMAIN [330] [880] [265] [350] [335] [480] [200] [680] [5830] 190 CFM OA TRANSFERRED FROM ADJACENT SPACE 255 CFM BUILDING PRESSURIZATION. (DAOS SA-RA-500 CFM GROUND FLOOR EAST EA) [5110] 75 CFM OA TRANSFER INTO STAIR 75 CFM OA TRANSFER INTO STAIR 75 CFM OA TRANSFER OUT OF STAIR 75 CFM OA TRANSFER OUT OF STAIR [660] [305] [150] [175] [590] [520] [175] [1000] [1015] 14x14 SA 14x14 RA [310] [330] [505] [150] [1655] [1655] [595] [325] [170] [215] [380] [180] [1475] [915][2040] [2215] [240] [140] [275] [315] [2420] [2805] [905] [730] [2380] [1645] [2730][1645] [500] NO CHANGES, OUT OF SCOPE. SHOWN FOR AIR BALANCE. 10x8 SA, 8x6 EA 12x10 SA, 8x8 EA 16x16 SA, 14x12 EA 20x18 SA, 16x16 EA 20x20 SA, 16x16 EA FS FS FS FS NORTH SHAFT 16x16 SA 16x16 RA 18x18 SA 18x18 RA 28x26 SA 28x26 RA DP 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H502 HVAC AIR SYSTEM SCHEMATIC N.T.S.H502 1 HVAC AIR SYSTEM SCHEMATIC No. Date Revision CO2 HW AHU SEQUENCE OF OPERATION: A. AHU-8 is an existing constant volume system which is to be converted to a variable volume system as part of this project. Existing controls are pneumatic with electric to pneumatic transducers to communicate with the existing BAS. Points noted as new (N) above shall be added to the existing BAS system to perform the sequences below. B. Run Conditions - Scheduled: The unit shall run according to a user definable time schedule in the following modes: • Occupied Mode: The unit shall maintain the following calculated values in the space by resetting the discharge air temperature between 55F and 75F: • A 75°F (adj.) cooling setpoint • A 72°F (adj.) heating setpoint. • Unoccupied Mode (night setback): The unit shall maintain the following values in the space by cycling the unit on/off in 100% recirc mode: • A 80°F (adj.) cooling setpoint. • A 65°F (adj.) heating setpoint. C. Zone Optimal Start: The unit shall use an optimal start algorithm for morning start-up in 100% recirc mode. This algorithm shall minimize the unoccupied warm-up or cool-down period while still achieving comfort conditions by the start of scheduled occupied period. D. Freeze Protection: Upon freeze stat trip the unit fans shall shut down, the glycol water coil modulates to maintain 60F. The system shall generate an alarm upon receiving a freezestat status. E. Return Air Smoke Detection: The unit shall shut down and generate an alarm upon receiving a return air smoke detector status. F. Supply Fan: The supply fan array shall run anytime the unit is commanded to run, and modulate to maintain a supply air duct static pressure setpoint of 0.5"W.C.(adj.). The controller shall measure supply air CFM. Provide the following points to be displayed: • VFD Status • VFD Speed • Supply Airflow (CFM) Alarms shall be provided as follows: • Supply Fan VFD Fault: The VFD generates an alarm based on internal controls. G. Pre-Heat Coil Glycol Water Valve: The controller shall measure the mixed air temperature and enable the pre-heat coil when the temperature is less than 35°F (adj.). The control system shall modulate the pre-heating coil hot water valve to maintain the mixed air supply temperature setpoint of 35°F (adj.). The following points shall be displayed at: • Pre-heat coil valve position • Mixed air temperature The heating coil steam valves shall open whenever the freezestat (if present) is on. H. Cooling Coil Valve: The controller shall modulate the cooling coil valve to maintain the calculated discharge air setpoint. The setpoint shall be 55°F during cooling mode, resetting to 75°F as the space temperature is satisfied. The following points shall be displayed: • Chilled water coil discharge air temperature • Chilled water valve position I. Minimum Outside Air Ventilation - Carbon Dioxide (CO2) Control: When in the occupied mode, the controller shall measure the average space CO2 levels and modulate the outside air dampers open on rising CO2 concentrations, overriding normal damper operation to maintain a CO2 setpoint of 950 ppm (adj.). The controller shall measure the outside airflow in CFM. The following points shall be displayed at CSCS: • Outside air damper position • Outside air flow (CFM) • Return air CO2 • Space CO2 levels for each point (see drawings for locations) J. Prefilter and Final filter Differential Pressure Monitor: The controller shall monitor the differential pressure across the prefilter. Alarms shall be provided as follows: • Prefilter Change Required: Prefilter differential pressure exceeds a user definable limit (adj.). K. ECONOMIZER - ENTHALPY ENABLE: 1. THE MIXED AIR TEMPERATURE SETPOINT SHALL BE 2°F (ADJ.) LESS THAN THE SUPPLY AIR TEMPERATURE SETPOINT. THE CONTROLLER SHALL MEASURE THE MIXED AIR TEMPERATURE AND MODULATE THE ECONOMIZER DAMPERS IN SEQUENCE TO MAINTAIN THIS SETPOINT. 2. THE OUTSIDE AND EXHAUST AIR DAMPERS SHALL CLOSE AND THE RETURN AIR DAMPER SHALL OPEN WHEN THE UNIT IS OFF. IF OPTIMAL START UP IS AVAILABLE THE MIXED AIR DAMPER SHALL OPERATE AS DESCRIBED IN THE OCCUPIED MODE EXCEPT THAT THE OUTSIDE AIR DAMPER SHALL MODULATE TO FULLY CLOSED. 3. THE ECONOMIZER SHALL BE ENABLED WHENEVER: OUTSIDE AIR TEMPERATURE IS LESS THAN 65°F (ADJ.). AND THE OUTSIDE AIR ENTHALPY IS LESS THAN 22BTU/LB (ADJ.) AND THE OUTSIDE AIR TEMPERATURE IS LESS THAN THE RETURN AIR TEMPERATURE. AND THE OUTSIDE AIR ENTHALPY IS LESS THAN THE RETURN AIR ENTHALPY. AND THE FAN STATUS IS ON. 4. THE ECONOMIZER SHALL CLOSE TO 0% (ADJ.) WHENEVER: THE FREEZESTAT IS ON. OR THE MIXED AIR TEMPERATURE IS LESS THAN 35°F (ADJ.). OR ON LOSS OF FAN STATUS. T (N) AI - Outside Airflow OA T (E) BI - Freezestat T (E) AI - Mixed Air Temp (E) AI - Return Air Temp RA H L (N) BI - Return Air Smoke Detector T AI - Supply Air Temp M (N) VFD GW (E) AO - Heating Valve GWS GWR (N) AI - Prefilter Differential Pressure SA Locate ¾ distance down longest duct H L (N) AI - Supply Air Static Pressure SF M S (N) BO - Supply Fan Start/Stop (N) BI - Supply Fan Status (N) AO - Supply Fan VFD Speed (N) BI - Supply Fan VFD Fault E T (E) AI - Preheat Temp CHWS CHWR CHW (E) AO - Cooling Valve M N.C. M (E) AO - Outside Air Damper M (E) AO - Return Air Damper M NOTE:NOTE:NOTE:NOTE: OUTSIDE AIR CO2 SHALL EACH BEOUTSIDE AIR CO2 SHALL EACH BEOUTSIDE AIR CO2 SHALL EACH BEOUTSIDE AIR CO2 SHALL EACH BE A GLOBAL INPUT FROM A SINGLEA GLOBAL INPUT FROM A SINGLEA GLOBAL INPUT FROM A SINGLEA GLOBAL INPUT FROM A SINGLE DEVICE AND NOT MEASURED ATDEVICE AND NOT MEASURED ATDEVICE AND NOT MEASURED ATDEVICE AND NOT MEASURED AT EACH PIECE OF EQUIPMENT.EACH PIECE OF EQUIPMENT.EACH PIECE OF EQUIPMENT.EACH PIECE OF EQUIPMENT. AI - Outside Air Carbon Dioxide PPM HWS HWR M AO - Reheating Valve AI - Discharge Air Temp AI - Zone Carbon Dioxide PPM BI - Zone Override AI - Zone Temp AI - Zone Setpoint Adjust AI - Airflow AO - Zone Damper SA DA SEQUENCE OF OPERATIONS SINGLE DUCT VARIABLE VOLUME AIR TERMINAL UNITS (VAV) A. RUN CONDITIONS - SCHEDULED: THE UNIT SHALL RUN ACCORDING TO A USER-DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES: 1. OCCUPIED MODE: THE UNIT SHALL MAINTAIN A COOLING SETPOINT OF 74°F (ADJ.) AND A HEATING SETPOINT OF 70°F (ADJ.). 2. UNOCCUPIED MODE (NIGHT SETBACK): THE UNIT SHALL MAINTAIN A COOLING SETPOINT OF 85°F (ADJ.) AND A HEATING SETPOINT OF 65°F (ADJ.). B. ALARMS SHALL BE PROVIDED AS FOLLOWS: 1. HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS 5°F GREATER THAN THE COOLING SETPOINT. 2. LOW ZONE TEMP: IF THE ZONE TEMPERATURE IS 5°F LESS THAN THE HEATING SETPOINT. C. ZONE SETPOINT ADJUST: THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE HEATING AND COOLING SETPOINTS AT THE ZONE SENSOR. D. ZONE OPTIMAL START: THE UNIT SHALL USE AN OPTIMAL START ALGORITHM FOR MORNING START-UP. THIS ALGORITHM SHALL MINIMIZE THE UNOCCUPIED WARM-UP OR COOL-DOWN PERIOD WHILE STILL ACHIEVING COMFORT CONDITIONS BY THE START OF SCHEDULED OCCUPIED PERIOD. E. ZONE UNOCCUPIED OVERRIDE: A TIMED LOCAL OVERRIDE CONTROL SHALL ALLOW AN OCCUPANT TO OVERRIDE THE SCHEDULE AND PLACE THE UNIT INTO AN OCCUPIED MODE FOR AN ADJUSTABLE PERIOD OF TIME. AT THE EXPIRATION OF THIS TIME, CONTROL OF THE UNIT SHALL AUTOMATICALLY RETURN TO THE SCHEDULE. F. REVERSING VARIABLE VOLUME TERMINAL UNIT - FLOW CONTROL: THE UNIT SHALL MAINTAIN ZONE SETPOINTS BY CONTROLLING THE AIR FLOW THROUGH ONE OF THE FOLLOWING: 1. OCCUPIED: a. WHEN ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM OCCUPIED AIRFLOW (ADJ.) AND THE MAXIMUM COOLING AIR FLOW (ADJ.) UNTIL THE ZONE IS SATISFIED. b. WHEN THE ZONE TEMPERATURE IS BETWEEN THE COOLING SETPOINT AND THE HEATING SETPOINT, THE ZONE DAMPER SHALL MAINTAIN THE MINIMUM REQUIRED ZONE VENTILATION (ADJ.). c. WHEN ZONE TEMPERATURE IS LESS THAN ITS HEATING SETPOINT, THE CONTROLLER SHALL ENABLE HEATING TO MAINTAIN THE ZONE TEMPERATURE AT ITS HEATING SETPOINT. ADDITIONALLY, IF WARM AIR IS AVAILABLE FROM THE AHU, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM OCCUPIED AIR FLOW (ADJ.) AND THE MAXIMUM HEATING AIRFLOW (ADJ.) UNTIL THE ZONE IS SATISFIED. 2. UNOCCUPIED: a. WHEN THE ZONE IS UNOCCUPIED THE ZONE DAMPER SHALL CONTROL TO ITS MINIMUM UNOCCUPIED AIR FLOW (ADJ.). b. WHEN THE ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM UNOCCUPIED AIR FLOW (ADJ.) AND THE MAXIMUM COOLING AIR FLOW (ADJ.) UNTIL THE ZONE IS SATISFIED. c. WHEN ZONE TEMPERATURE IS LESS THAN ITS UNOCCUPIED HEATING SETPOINT, THE CONTROLLER SHALL ENABLE HEATING TO MAINTAIN THE ZONE TEMPERATURE AT THE SETPOINT. ADDITIONALLY, IF WARM AIR IS AVAILABLE FROM THE AHU, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM UNOCCUPIED AIR FLOW (ADJ.) AND THE AUXILIARY HEATING AIR FLOW (ADJ.) UNTIL THE ZONE IS SATISFIED. H. REHEATING COIL VALVE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND MODULATE THE REHEATING COIL VALVE OPEN ON DROPPING TEMPERATURE TO MAINTAIN ITS HEATING SETPOINT. T T CO2 M HWS VFD BI - Pump VFD Fault AO - Pump VFD Speed BO - Pump Start/Stop BI - Hot Water Pump 2 Status E (E) HEAT EXCHANGER L STEAM COND LP STEAM M (E) AO - Steam Flow Valve HEATING HOT WATER SYSTEM SEQUENCE OF OPERATIONS: A. The existing heat exchanger and steam control valves shall be re-used. New hot water pumps P-1 and P-2 will replace existing pumps and shall have new VFDs and controls shown. B. System Enable: System shall be enabled when 10% of the control valves associated with the system are open and calling for demand. Lead pump shall start. Standby pump shall be off. After 1000 hours of operation, the standby pump shall index to lead and run, and the lead pump shall index to standby and be off. On failure of the lead pump, teh standby pump shall index to lead and run. C. Hot Water System VFD Control: The controller shall measure hot water differential pressure and modulate the hot water pump VFDs in sequence to maintain its hot water differential pressure setpoint. The setpoint shall be adjustable and adjusted during the commisioning process to meet the requirements of actual field conditions. When the pressure exceeds the setpoint with the pumps in their minimum VFD positions, the bypass valve shall open to maintain minimum flow. D. Hot Water Supply Temperature Setpoint Reset: 1. The hot water supply temperature setpoint shall reset based on outside air temperature. As outside air temperature rises from 45°F (adj.) to 65°F (adj.) the hot water supply temperature setpoint shall reset downwards from 180°F (adj.) to 150°F (adj.). The following values shall be displayed at CSCS: •Hot water system supply temperature •Hot water system return temperature •Hot water temperature setpoint •Outdoor air temperature Alarms shall be provided as follows: •High Hot Water Supply Temp: If greater than 10°F (adj.) above setpoint. •Low Hot Water Supply Temp: If less than 10°F (adj.) below setpoint. HWS T AI - Hot Water Supply Temp H L AI-DHW SYSTEM DIFFERENTIAL PRESSURE. SEE DWGS FOR LOCATION.M VFD BI - Pump VFD Fault AO - Pump VFD Speed BO - Pump Start/Stop BI - Hot Water Pump 2 Status E L T AI - Hot Water Return Temp HWR P-1 P-2 M HW BYPASS VALVE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H602 HVAC CONTROLS N.T.S.H602 1 AHU-8 CONTROL DIAGRAM N.T.S.H602 2 VAV BOX CONTROL DIAGRAM N.T.S.H602 3 HOT WATER PUMP CONTROL DIAGRAM No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H701 HVAC SCHEDULES EXHAUST FAN SCHEDULE SYMBOL SERVICE LOCATION CFM ESP (IN WC)RPM HP SONES V/PH/HZ FLA BASIS MANUFACTURER REMARKSTAG NO.NAME MODEL NO EF 1 DOAS-1 RELIEF AND BATHROOM EXHAUST LEVEL 2 WEST MECHANICAL ROOM 5035 0.75 881 2 17.5 208/3/60 3.4 GREENHECK SWB-124-20 VARIABLE AIR VOLUME (VAV) TERMINAL UNIT SCHEDULE SYMBOL SERVICE CFM MIN SP (IN WC) HOT WATER COIL RUNOUT SIZE INLET DUCT SIZE (DIA) BASIS MANUFACTURER TAG NO COOL HEAT MIN MIN NET CAP (MBH)EAT °F LAT °F ROWS GPM EWT LWT WATER PD (FT) AIR PD (IN WC)SUPPLY RETURN NAME MODEL NO VAV 1 LL1 CORRIDOR 630 315 105 0.25 15.37 55 100 2 0.8 180 142 0.06 0.331 1/2 1/2 8" TRANE VCWF VAV 2 LL1 DINING 1050 525 380 0.25 29.28 55 100 2 1.15 180 130 0.23 0.404 1/2 1/2 10" TRANE VCWF VAV 3 LL1 EVENT SPACE 1350 675 425 0.60 32.94 55 100 2 1.34 180 130 0.11 0.414 1/2 1/2 12" TRANE VCWF VAV 4 LL1 SERVERY 1400 700 500 0.1 34.16 55 100 2 1.4 180 141 0.12 0.439 1/2 1/2 12" TRANE VCWF FAN COIL SCHEDULE SYMBOL LOCATION NOM CFM TYPE COOLING COIL (HYDRONIC)HEATING COIL (HYDRONIC)BASIS MANUFACTURER TAG NO MIN NET CAP (MBH) EAT (°F) LAT (°F) WATER RUNOUT SIZES MBH EAT (°F) LAT (°F) WATER RUNOUT SIZES NAME MODEL NOTOTAL SENS DB WB DB WB GPM EWT LWT ROWS PD (FT) SUPPLY RETURN GPM EWT LWT ROWS PD (FT) SUPPLY RETURN FCU 1 INTERIOR ROOMS 210 VERTICAL CABINET 4.86 3.78 80 67 62.52 59.53 1.0 47 56.93 2 5.74 3/4" 3/4" 9.56 60 100.73 0.6 180 148.14 1 0.89 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL B SIZE 020 FCU 1A INTERIOR ROOMS 217 VERTICAL CONCEALED 4.85 3.73 80 67 62.28 59.32 1.0 47 56.93 2 5.74 3/4" 3/4" 10.33 60 105.47 0.6 180 148.7 1 0.89 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL A SIZE 020 FCU 2 PERIMETER ROOMS 338 VERTICAL CABINET 7.31 6.05 80 67 62.08 59.80 1.6 47 56.36 2 3.07 3/4" 3/4" 14.49 60 99.54 0.9 180 147.83 1 2.15 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL B SIZE 040 FCU 2A PERIMETER ROOMS 338 VERTICAL CONCEALED 7.29 5.96 80 67 61.95 59.70 1.6 47 56.28 2 3.08 3/4" 3/4" 14.3 60 100.05 0.9 180 148.24 1 2.15 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL A SIZE 040 FCU 3 PERIMETER ROOMS 541 VERTICAL CABINET 12.78 9.97 80 67 61.58 59.11 2.8 47 56.29 2 10.23 3/4" 3/4" 22.97 60 99.18 1.4 180 147.21 1 6.06 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL B SIZE 060 FCU 3A PERIMETER ROOMS 541 VERTICAL CONCEALED 12.67 9.84 80 67 61.44 59.00 2.8 47 56.20 2 10.24 3/4" 3/4" 22.70 60 99.68 1.4 180 147.59 1 6.06 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL A SIZE 060 FCU 4 WEST STAIR 706 VERTICAL RECESSED 13.96 11.94 80 67 62.36 60.16 3.0 47 56.56 2 3.21 3/4" 3/4" 35.34 60 106.18 1.1 180 115.69 1 0.45 3/4" 3/4" TRANE TRANE UNI-TRANE MODEL H SIZE 080 HEAT TRANSFER WATER COIL SCHEDULE SYMBOL LOCATION SERVICE EQUIPMEN T SERVED AIR WATER/GLYCOL COOLING HEATING RUNOUT SIZES TAG NO.CFM MAX FACE VELOCITY AIR PD (IN WC)GPM WATER PD (FT) MIN NET CAP (MBH) EAT (°F) LAT (°F) EWT LWT MBH EAT (°F) LAT (°F) EWT (°F) LWT (°F) SUPPLY RETURNTOTAL SENS DB WB DB WB C 1 LEVEL 2 WEST MECH ROOM RUN-AROUND ENERGY RECOVERY DOAS-1 5830 475 0.167 30 1.4 27.04 27.04 88 73 83.82 71.82 81.14 83.14 122.78 10 29.42 42.5 33.31 1-1/2 1-1/2 C 2 LEVEL 2 WEST MECH ROOM RUN-AROUND ENERGY RECOVERY EF-1 5035 475 0.310 30 0.94 121.13 114.82 70 58 49.17 48.91 33.31 42.38 25.15 75 79.91 83.0 81.14 1-1/2 1-1/2 PUMP SCHEDULE SYMBOL SERVICE LOCATION TYPE GPM HEAD (FT) RPM MOTOR HP NPSH V/PH/HZ FLA OPERATING WEIGHT BASIS OF DESIGN TAG NO.NAME MODEL NO P 1 HOT WATER HEATING SYSTEM - REHEAT LEVEL LL1 MECHANICAL ROOM BASE MOUNTED END SUCTION 100 35 1750 1-1/2 8 208/3/60 6.9 400 LBS BELL AND GOSSET 1510-2AC P 2 HOT WATER HEATING SYSTEM - RADIATORS/FCUS LEVEL LL1 MECHANICAL ROOM BASE MOUNTED END SUCTION 100 35 1750 1-1/2 8 208/3/60 6.9 400 LBS BELL AND GOSSET 1510-2AC P 3 DOAS-1 RUN-AROUND COILS LEVEL 2 WEST MECHANICAL ROOM INLINE 30 15 1750 1/2 4 208/3/60 2.5 50 LBS BELL AND GOSSET 60 SERIES 1x1x5-1/4 EXPANSION TANK SCHEDULE SYMBOL LOCATION TYPE SERVICE TANK CAPACITY (GAL) ACCEPTANCE VOLUME (GAL)SIZE PRE-CHARGE SETTING OPERATING WEIGHT BASIS OF DESIGN TAG NO.NAME MODEL NO ET 1 LEVEL 2 WEST MECH ROOM DIAPHRAM DAOS-1 RUN-AROUND COILS 2.0 1.0 8"x13" 12 PSI 30 LBS AMTROL EXTROL #15 FIN TUBE CONVECTOR SCHEDULE SYMBOL MOUNTING STYLE ENCLOSURE STYLE MOUNTING HEIGHT ELEMENT GPM RUNOUT SIZES BASIS MANUFACTURER TAG NO.QTY TUBE SIZE TUBE MATERIAL BTUH/LF @ 170°F SUPPLY RETURN NAME MODEL NO FTC 1 WALL-MOUNTED SLOPED TOP 18" 1 1" COPPER 840 0.5 1/2" 1/2" STERLING VERSA-LINE STYLE "S" NOTES: 1. ALL FCUS SHALL HAVE EC MOTORS 2. SCHEDULED COOLING PERFORMANCE AT 80°F EAT MATCHES PUBLISHED CATALOG DATA. ACTUAL CONDITION IS 75°F EAT. 3. FCU-1a, FCU-2a AND FCU-3a ARE TO BE INSTALLED IN CUSTOM WOODEN ENCLOSURES. 4. PROVIDE WITH EXTENDED CABINET AND EXTENDED DRAIN PAN. 5. INSTALLATION MOCK-UP: AFTER THE FIRST CONCEALED AND CABINET FAN COIL UNIT ARE INSTALLED, PROVIDE TIME IN SCHEDULE FOR REVIEW OF INSTALLATION BY OWNER AND ENGINEER BEFORE PROCEEDING WITH INSTALLING THE REMAINING FAN COILS. NOTES: 1. EC TO PROVIDE VFDS FOR P-1 AND P-2 2. PROVIDE P-3 WITH ALTERNATE 2 DOAS ENERGY RECOVERY ONLY - NOT INCLUDED IN BASE BID ADD ALTERNATES - PROVIDE SEPARATE PRICING A2:DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN-AROUND COILS, PUMP P-3, ASSOCIATED PIPING AND SPECIALTIES, DOMESTIC COLD WATER FILL CONNECTION, DOAS OA DUCTWORK MODIFICATIONS, AND CONTROLS. REFER TO H205, H305, H401, H601, H701, AND H803 NOTES: 1. EC TO PROVIDE VFD FOR EF-1 NOTES: 1. PROVIDE ET-1 WITH ALTERNATE 2 DOAS ENERGY RECOVERY ONLY - NOT INCLUDED IN BASE BID NOTES: 1. PROVIDE C-1 AND C-2 WITH ALTERNATE 2 DOAS ENERGY RECOVERY ONLY - NOT INCLUDED IN BASE BID NOTES: 1. PROVIDE 2' ACTIVE LENGTH WITH ADDITIONAL CABINET SPACE TO CONCEAL VALVES. NOTES: 1. FIELD-INSTALLED DDC CONTROLLERS. 2. 24V POWER FROM BAS. FTC 2 WALL-MOUNTED BARE ELEMENT SEE SECTION 1 1"COPPER 840 0.5 1/2"1/2"STERLING VERSA-LINE STYLE "B" NOTE: CONTRACTOR SHALL ENTER ALL EQUIPMENT INTO THE UNIVERSITY'S "MAXIMO" INVENTORY SYSTEM. REFER TO FRONT END SPECS No. Date Revision AIR DEVICE SCHEDULE REMOVABLE CORE. OPPOSED BLADE DAMPER. PLASTER FRAME FOR HARD CEILINGS. 18x18 CORE WITH LOUVERED FACE WHITE BAKED ENAMELSTEEL FINISHMATERIALDESIGNATION CD FACE/ SLOTS/ SPACING REMARKS LD 12" HIGH PLENUM BOX WITH 10" OVAL INLET. INTERNAL INSULATION. SEE ARCH DWGS FOR FINISHES. LDR 2 SLOTS, 1" SLOTS, 4' LONG WEG WRR 35 FIXED DEGREE BARS, VERTICAL BARS, 3/4" SPACING WSR VERTICAL FACE BARS, DOUBLE DEFECTION OPPOSED BLADE DAMPER. PLASTER FRAME FOR DRYWALL INSTALLATIONS. CRR 35 FIXED DEGREE BARS, 23.75"x23.75" FACE OPPOSED BLADE DAMPER. PLASTER FRAME FOR DRYWALL CEILING INSTALLATIONS. T-BAR BORDER FOR GRID CEILINGS. CEG 35 FIXED DEGREE HORIZONTAL BARS OPPOSED BLADE DAMPER. PLASTER FRAME WHERE REQ'D. STEEL STEEL STEEL WHITE BAKED ENAMEL WHITE BAKED ENAMEL WHITE BAKED ENAMEL WHITE BAKED ENAMEL WHITE BAKED ENAMEL WHITE BAKED ENAMEL SURFACE MOUNT FOR HARD CEILINGS. 24x24 LAY-IN FOR TILE CEILINGS BORDER CONCEALED BORDER FOR HARD CEILING INSTALLATION 1-1/4" BORDER WITH CONCEALED SCREWS 1-1/4" BORDER TITUS 350FS TITUS 350RL TITUS 301FS TITUS 350RS TITUS TBR-80 TITUS FL-10 TITUS TDC ROUND BASIS NOTE: REFER TO FLOOR PLANS FOR NECK SIZE AND BALANCING CFM FOR EACH DEVICE. WHITE BAKED ENAMELSTEELCDR CONCEALED SCREWS FOR HARD CEILING INSTALLATION TITUS TMRA STEEL STEEL STEEL WHITE BAKED ENAMEL 17.75" CONE WITH 6" DUCT CONNECTION FSR CLEAR ANODIZED LBG WHITE BAKED ENAMEL 1/8" BARS ON 1/4" CENTERS 1/8" BARS ON 1/4" CENTERS 3/4" CONCEALED 3/4" CONCEALED TITUS CT-480 TITUS CT-480 REMOVABLE CORE. REMOVABLE CORE, REINFORCED FOR FLOOR APPLICATION. ALUMINUM ALUMINUM ALUMINUM 1-1/4" BORDER WITH CONCEALED SCREWS 1-1/4" BORDER WITH CONCEALED SCREWS TITUS 350RS OPPOSED BLADE DAMPER. PLASTER FRAME FOR DRYWALL INSTALLATIONS. OPPOSED BLADE DAMPER. PLASTER FRAME FOR DRYWALL INSTALLATIONS. 35 FIXED DEGREE BARS, VERTICAL BARS, 3/4" SPACING 2 SLOTS, 1" SLOTS, SEE PLANS FOR LENGTH CONCEALED BORDER FOR HARD CEILING INSTALLATION 12" HIGH PLENUM BOX WITH 10" HIGH RETURN DUCT CONNECTION. 1-1/4" BORDER WITH CONCEALED SCREWS REMOVABLE CORE. OPPOSED BLADE DAMPER. PLASTER FRAME FOR HARD CEILINGS. CONDENSATE PUMP & RECEIVER SET SCHEDULE SYMBOL CP-1 HEAD (IN FT)SERVICE 10 LOCATION VARIOUS 3/10FAN COIL GPM 45 TANK CAP. (GAL)V/PH/HZ 115/1/60 5.4 OPER WEIGHT (LBS) LITTLE GIANT VCC-20ULS - BASIS MANUFACTURER NAME MODEL NO REMARKSMOTOR HP 1/30 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H702 HVAC SCHEDULES CABINET UNIT HEATER SCHEDULE SYMBOL LOCATION FAN HOT WATER COIL ELEC CONNECTION MANUFAC TURER MODEL NO REMARKSTAG NO.CFM RPM HP MBH EAT LAT EWT LWT GPM COIL PD V/PH/HZ CUH 1 LL2 VESTIBULE 349 1080 0.13 25.82 60 128 180 154 2 3.9 115/1/60 TRANE FFEB04 HORIZONTAL RECESSED CUH 2 GROUND VESTIBULE 349 1080 0.13 25.82 60 128 180 154 2 3.9 115/1/60 TRANE FFEB04 HORIZONTAL RECESSED CUH 3 LL3 VESTIBULE 349 1080 0.13 25.82 60 128 180 154 2 3.9 115/1/60 TRANE FFHB04 VERTICAL RECESSED CUH 4 LL1 S WALL 349 1080 0.13 25.82 60 128 180 154 2 3.9 115/1/60 TRANE FFEB04 HORIZONTAL RECESSED CUH 5 LL1 S WALL 349 1080 0.13 25.82 60 128 180 154 2 3.9 115/1/60 TRANE FFEB04 HORIZONTAL RECESSED CUH 6 GROUND FLOOR LOGGIA ENTERANCE 349 1080 0.13 25.82 60 128 180 154 2 3.9 115/1/60 TRANE FFCB04 VERTICAL CONCEALED IN WOOD CABINET HOT WATER RADIATOR SCHEDULE SYMBOL LOCATION MOUNTING STYLE ENCLOSURE STYLE BTUH/LF @ 180°F LENGTH HEIGHT DEPTH WATER RUNOUT SIZES BASIS OF DESIGN EWT LWT GPM/LF SUPPLY RETURN NAME MODEL NO R-1 STAIR #2 WALL-MOUNTED FLAT-PANEL RADIATOR 790 SEE FLOORPLANS 8.6" 2" 180 160 0.079 1/2" 1/2" RUNTAL RF-3 R-2 LOGGIA FLOOR-MOUNTED FLAT-PANEL RADIATOR 960 SEE FLOORPLANS 11.5" 2" 180 160 0.096 1/2" 1/2" RUNTAL RF-4 R-3 LEVEL 1 CORRIDOR FLOOR-MOUNTED FLAT-PANEL RADIATOR 1210 SEE FLOORPLANS 14.4" 2" 180 160 0.121 1/2" 1/2" RUNTAL RF-5 No. Date Revision DUCT SIZE (IN)CFM RANGE MAX PD (IN WC/100LF) MAXIMUM VELOCITY (FPM) 4 Ø 0-49 0.25 600 TAKE OFF FLEX DUCT SCHEDULE NOTES:1. FOR USE WHERE TAKEOFF/FLEX DUCT IS NOT INDICATED ON FLOOR PLAN 2. USE ONLY ON SUPPLY AIR SYSTEMS 3. FLEX DUCT SHALL BE DRAWN TIGHT 4. USE SHEETMETAL ELBOWS AT TURNS 6 Ø 50-99 0.25 600 8 Ø 100-199 0.25 600 10 Ø 200-299 0.25 600 12 Ø 300-399 0.25 600 14 Ø 400-549 0.25 600 16 Ø 550-800 0.25 600 DUCT/REGISTER CONNECTION SCHEDULE 6x6 DUCT SIZE (IN)CFM RANGE 0-199 200-299 300-399 400-599 600-900 NOTES: 1.FOR USE WHERE SUPPLY OR RETURN AIR DUCT IS NOT INDICATED ON FLOOR PLAN. 2.TURNING VANES REQUIRED ON DUCTWORK GREATER THAN 8" WIDE, PER DETAIL. 8x8 10x10 12x12 14x14 TR DETAIL OF TURNING VANES 45°45° 2"R RUNNER AIR FLO W MIN 26 GA. VANES 1 1/8" 1 1/2" 3/4" FLAT 45° ELBOWS (FOR WIDTH, "W" ≥ 8 INCHES) (USE STANDARD RADIUS ELBOWS FOR WIDTH, "W" ≤ 8 INCHES 90° ELBOWS (FOR WIDTH, "W" ≥ 8 INCHES) (USE STANDARD RADIUS ELBOWS FOR WIDTH, "W" ≤ 8 INCHES USE THIS DESIGN WHERE 9O° ELLS ARE SHOWN ON PLANS "W""W"TURNING VALVES(TYP) (SEE DETAIL ON THIS SHEET) USE THIS DESIGN WHERE 45° ELLS ARE SHOWN ON PLANS "W""W"TYPICAL RECTANGULAR SECTION ASPECT RATIO NOT TO EXCEED 3:1 SLOPE NOT TO EXCEED 1:4 ON ANY SIDE OF A TRANSITION ALL-THREAD HANGER ROD OR SHEET METAL RECTANGULAR DUCT STEEL BEAM OR JOIST SIDE I BEAM CLAMP ANGLE BOLTED SELF TAPPING SCREWS CONCRETE SLAB CONCRETE ANCHOR BAND IRON 1"x1/8" MIN: DUCTS GREATER THAN 2 SQUARE FOOT AREA 1"x1/16" MIN: DUCTS UNDER 2 SQUARE FOOT AREA FOR DUCTS OVER 48" WIDE, TURN UNDER BOTTOM OF DUCT AND FASTEN AS SHOWN. PROVIDE HANGERS AT EACH ELBOW, BRANCH TAKE-OFF, AND AT EVERY 10' OF HORIZONTAL RUN. ONLY WHEN VIBRATION ISOLATION IS NOT REQUIRED VIBRATION ISOLATION PER SPECIFICATION VOLUME DAMPER (WHERE REQUIRED) EQUALS 1/4 WIDTH OF BRANCH DUCT MINIMUM 4". 45° MAIN SUPPLY AIR DUCT * AIR FLOW BRANCH DUCT*BELL MOUTH CONNECTION DUCT SEALANT HAND DAMPER W/ LOCKING DEVICE MAIN LOW PRESSURE DUCT LOW PRESSURE SUPPLY DUCT 45° TAKE-OFF BELL MOUTH (TYP OF ALL DIFFUSERS) VOLUME DAMPER (TYP OF ALL DIFFUSERS) STAINLESS STEEL STRAP CLAMP LAY-IN CEILING DIFFUSER FLEXIBLE DUCT PER TAKE-OFF FLEX DUCT SCHEDULE, WITH INSULATION (10' - 0" MAX) CEILING TILE SUPPORT SUPPORT ON ALL SIDES OF CEILING DIFFUSER LAY-IN CEILING TILE SMOOTH RADIUS HARD DUCT ELBOW GALVANIZED STEEL PLENUM WITH 1" DUCT LINER DRYWALL CEILING STAINLESS STEEL STRAP CLAMP FLEXIBLE DUCT (10'-0" MAX) SIZE PER SCHEDULE CONCEALED FRAME DRYWALL PLASTER TAPED IN TO DRYWALL LINEAR SLOT DIFFUSE "LD" CABLE OPERATED DAMPER "CHUCK" INSTALLED FLUSH WITH CEILING. PROVIDE 3/4" DIAMETER COVER PLATE. SEE SPECS CABLE OPERATED DAMPER FOR NON-ACCESSIBLE CEILINGS RA PLENIUM (PAINT INSIDE BLACK IF VISIBLE) WIDTH OF DUCT DROP PER RETURN DUCT CONNECTION SCHEDULE DUCT DROP TO ACTIVE SECTION OF CRG (PAINT INSIDE BLACK) BLOCKING (BY GC) CEILING SCREW GRILLE INTO BLOCKING CEILING GRILL PER PLANS HOLE IN CEILING CUT BY GC (MC TO COORDINATE LOCATION), OR LOCATION IN GRID CEILING MANUAL VOLUME DAMPER. PROVIDE CABLE OPERATED DAMPER ABOVE HARD CEILINGS. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H801 HVAC DUCTWORK DETAILS N.T.S.H801 1 DUCT LAYOUT DETAILS N.T.S.H801 2 RECTANGULAR DUCT HANGER DETAIL N.T.S.H801 3 RECTANGULAR DUCT TAKEOFF DETAIL N.T.S.H801 6 ROUND DUCT TAKEOFF DETAIL N.T.S.H801 7 CEILING DIFFUSER "CD" DETAIL N.T.S.H801 8 CEILING GRILLE "LD" INSTALLATION DETAIL N.T.S.H801 9 CEILING EXAUST "CEG" GRILL DETAIL No. Date Revision NPS 2-1/2 NPS 3 NPS 4 NPS 6 NPS 8 NPS 10 MAX. SPAN 11 FEET 12 FEET 14 FEET 17 FEET 19 FEET 20 FEET MIN. ROD SIZE 3/8 INCH 3/8 INCH 1/2 INCH 1/2 INCH 5/8 INCH 3/4 INCH NPS 3/4 NPS 1 NPS 1-1/2 NPS 2 NPS 2-1/2 NPS 3 MAX. SPAN 5 FEET 6 FEET 8 FEET 8 FEET 9 FEET 10 FEET MIN. ROD SIZE 1/4 INCH 1/4 INCH 3/8 INCH 3/8 INCH 3/8 INCH 3/8 INCH INSTALL HANGERS FOR STEEL PIPING WITH THE FOLLOWING MAX SPACING AND MIN. ROD RIZES: INSTALL HANGERS FOR DRAWN-TEMPER COPPER PIPING WITH THE FOLLOWING MAX SPACING AND MIN. ROD RIZES: NOTE: STEAM PIPING IS NOT TO BE HUNG ON TRAPEZE UNIT. ALL STEAM PIPING SHALL BE HUNG INDEPENDENTLY FROM OTHER PIPING. CONCRETE STRUCTURE ABOVE. SEE ARCH DWGSVIBRATION ISOLATOR (WHERE APPLICABLE. REFER TO SPECIFICATIONS) VAPOR SEAL BUTT JOINT UNISTRUT STRAP AND LOCKING NUT MULTI-PIPE HANGER SECTION VIEW PLAN VIEW - CLAMP INSTALLATION PRE-INSULATED RIGID CLAMP INSERT WITH VAPOR BARRIER HANGER ROD VIBRATION ISOLATOR (WHERE APPLICABLE. REFER TO SPECIFICATIONS) SINGLE PIPE HANGER SECTION VIEW HANGER ROD SUPPORT NUT LOCK NUT CONCRETE STRUCTURE EXPANSION SHIELD STANDARD ADJUSTABLE CLEVIS HANGER SPACING SEE FLOOR PLAN FOR PIPE SIZE EXPANSION SHIELD UNISTRUT STRAP AND LOCKING NUT (TYP) SEE FLOOR PLAN FOR SIZES AND QUANTITY OF PIPES PRE INSULATED CLAMP INSERT TRAPEZE CHANNEL ASSEMBLY WATTS SERIES 009 BACKFLOW PREVENTER DRAIN W/ 3/4" HOSE FITTING N.C. ASME PRESSURE RELIEF VALVE SET TO REQUIREMENT AT EXPANSION TANK 3/4" INITIAL FILL (BYPASS VALVE) TO PUMP SUCTION PRESSURE REDUCING VALVE SET PER SCHEDULE CITY WATER SUPPLY FROM SYSTEM AUTO. AIR VENT (HIGH CAP. FLOAT TYPE).FULL SIZE RELIEF TO FLOOR DRAIN AIR SEPARATOR SIZE TO MATCH SYSTEM PIPE SIZE. SEE SPECIFICATIONS FOR TYPE. DIAPHRAGM TYPE PRESSURIZED EXPANSION TANK. SEE SCHEDULE FOR TYPE AND SIZE. INSTALL ON THE FLOOR IF NECESSARY. CHARGING VALVE DRAIN VALVE WITH HOSE ADAPTER TO FLOOR DRAIN PIPE TO DRAIN MANUAL AIR VENT WITH 3/4" HOSE FITTING MANUAL AIR VENT WITH 3/4" HOSE FITTING PRESSURE GAUGE, 0-50 PSI RANGE (TYPICAL) GLYCOL FILL PORT WITH HAND PUMP BY PLUMBING CONTRACTOR BY MECH CONTRACTOR BY PLUMBING CONTRACTOR BY MECH CONTRACTOR 1/4" BALL VALVE FOR GAGE ISOLATION. CONCRETE-FILLED INERTIA BASE PER MANUFACTURER'S RECOMMENDATIONS MOTOR BALANCING VALVE FOR MEASUREMENT ONLY. LEAVE 100% OPEN AND BALANCE PUMP WITH VFD. DO NOT INSTALL TRIPLE DUTY VALVES.SUCTIONDRAIN VALVE COUPLING GUARD VIBRATION ISOLATION PER SPECIFICATIONS SUCTION DIFFUSER WITH STRAINER FLEX CONNECTION FLOOR 4" HOUSEKEEPING PAD. SEE STRUCTURAL DWGS.DISCHARGECHECK VALVE BUTTERFLY VALVE (TYPICAL) H L DIFFERENTIAL PRESSURE SENSOR FOR BUILDING CONTROL SYSTEM THERMOMETER BALANCING VALVE SHUTOFF VALVE MANUAL AIR VENTFINISHED ENCLOSURE ON BOTH SIDES OF PANEL RADIATOR HWRHWSUNION SHUT-OFF VALVE UNION END CAP ENCLOSURES BY RADIATOR MANUFACTURER ESCUTCHEON (TYP)MOUNTING PEDESTAL BY MANUFACTURER (WHERE FLOOR-MOUNTED IS INDICATED) STRAINER LOCATE ON FLOOR BELOW WHERE INDICATED ON PLANS LOCATE ON FLOOR BELOW WHERE INDICATED ON PLANS SLOPE TO SENSING POINT 1/4" COPPER (TYPICAL) BLEED VALVE 1/4" NPT BRASS (TYPICAL) CHWR 1/2" BALL VALVE CHWS HIGHLOW VERIS MODEL PWL OR PW2L DIFFERENTIAL PRESSURE TRANSDUCER WITH LCD DISPLAY 18 GAUGE SHIELDED, TWISTED PAIR IN CONDUIT TO BACS CALIBRATION / BLOWDOWN VALVE 1/4" NPT BRASS (TYPICAL) CAST IN PLACE NOTE: CORE DRILL EXISTING FLOOR AND SLEEVE TO FIT SIZE CORE DRILL STEEL SLEEVE CAST IN PLACE; EXTEND SLEEVE MIN 3" HIGHER THAN FLOOR PIPE W/ OR W/O INSULATION SEAL AND SECURE SLEEVE AND COLLAR TO CONC PIPE W/ OR W/O INSULATION FILL GAP COMPLETELY AROUND PIPE W/ FIRE CAULK AS REQ'D; USE FILLER ROD PER MANUFACTURER AND FILL FLUSH TO TOP OF PIPE SLEEVE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H802 HVAC PIPING DETAILS N.T.S.H802 1 PIPE HANGER DETAIL N.T.S.H802 2 EXPANSION TANK AND FILL DETAIL N.T.S.H802 3 BASE MOUNTED PUMP DETAIL N.T.S.H802 4 FIN TUBE AND RADIATOR PIPING DETAIL N.T.S.H802 5 DIFFERENTIAL PRESSURE TRANSMITTER N.T.S.H802 6 PIPE PENETRATION THRU CONCRETE DETAIL No. Date Revision DAMPER CONTROLLERR=D TOP VIEW 1.5 D TRANSITION SERVICE AREA AIR TERMINAL BOX CONNECTIONS TO BE "HARD DUCTED".2. 1. NOTES: PROVIDE MINIMUM STRAIGHT RUN EQUAL TO FOUR DIAMETERS BEFORE BOX INLET. RIGID DUCT TRANSITION 4D 4D BALANCING TAPS SLIP & DRIVE CLEAT CONNECTION HOT WATER COIL HOT WATER COIL SLIP & DRIVE CLEAT CONNECTION D TOP VIEW DAMPER CONTROLLER SERVICE AREA 12" MIN BALANCING TAPS D 12" MIN DISCHARGE AIR FLOW SUPPLY WATER RETURN WATER MANUAL AIR VENT 2-WAY MODULATING CONTROL VALVE UNION (TYP) CALIBRATED BALANCING VALVE 3/4" DRAIN VALVE W/ HOSE END CONNECTION STRAINER SHUTOFF VALVE (TYP) INLET AIR FLOW DISCHARGE AIR FLOW INLETAIR FLOWSUPPLY WATER RETURN WATER MANUAL AIR VENT 2-WAY MODULATING CONTROL VALVE UNION (TYP) CALIBRATED BALANCING VALVE W/ PT PORTS 3/4" DRAIN VALVE W/ HOSE END CONNECTION STRAINER SHUTOFF VALVE (TYP) D PT PORTS ON COIL ENTERING AND LEAVING WATER PIPING (TYP) RETURN AIR INTAKE AND FILTER PULL TO DRAIN P TRAP WITH CLEAN-OUT SECONDARY DRAIN PAN WITH OVERFLOW SENSOR CALIBRATED BALANCING VALVE W/ PT PORTS (TYP) 2-WAY MODULATING CONTROL VALVE (TYP) MANUAL AIR VENT CHWS SHUTOFF VALVE (TYP) CHWR HWS HWR UNION (TYP) MANUAL AIR VENT VIBRATION ISOLATION PER SPECIFICATIONS SUPPLY AIR DUCTWORK CONNECTION WITH FLEXIBLE CONNECTOR. DUCTWORK SIZE MATCHED TO DISCHARGE OPENING SIZE. FLOOR ACCESS DOOR FOR CONTROLS AND ON/OFF SWITCH DRAIN PAN BELOW COIL CONNECTION VALVES "LBG" LINEAR BAR GRILLE COIL DRAINS STRAINER (TYP) PT PORTS ON COIL ENTERING AND LEAVING WATER PIPING (TYP) DUCT RISER UP OR DOWN, DEPENDING ON THE LOCATION FIRE/SMOKE DAMPER ACTUATOR, 120V, BY MECHANICAL CONTRACTOR FIRE/SMOKE DAMPER SLEEVE BY MANUFACTURER RATED SHAFT WALL DUCTWORK TO THE SPACE SLEEVE SUPPORTS PER MANUFACTURER'S RECOMMENDATIONS FIRE/SMOKE DAMPER VISUAL ALARM, BY FIRE ALARM CONTRACTOR. SEE FIRE ALARM PLANS FOR LOCATIONS TO DAMPER OPEN/CLOSE, BY FIRE ALARM CONTRACTOR TO FIRE ALARM SYSTEM, BY FIRE ALARM CONTRACTOR 120V CIRCUIT, BY ELEC CONTRACTOR DUCT ACCESS DOOR DUCT SMOKE DETECTOR BY FIRE ALARM CONTRACTOR PROVIDE 1/2" BALL VALVE FOR MANUAL AIR VENT (TYPICAL) PRESSURE GAUGE 0-50 PSIG WITH 1/4" BALL VALVE. PROVIDE MANIFOLD FOR MULTIPLE GAUGES (TYPICAL) THERMOMETER 3/4" WELL 0-100 DEG F (TYPICAL) 1/2" DRAIN VALVES (TYPICAL) AIRFLOW AIRFLOW 2" 2" 3/4" FILL PORT. FILL SYSTEM WITH 60% WATER 40% PROPYLENE GLYCOL - SEE SPECS AIR SCOOP FITTING WITH VENT 2" ASME PRESSURE RELIEF VALVE SET TO REQUIREMENT AT EXPANSION TANKPROVIDE 1/2" BALL VALVE WITH THREADED HOSE CONNECTION AT ALL COIL VENT LINES. PROVIDE 1/2" BALL VALVE WITH THREADED HOSE CONNECTION AT ALL COIL VENT LINES. M ET 1 P 3 PRESSURE/TEMPERATURE PORTS - TYPICAL EACH COIL CONNECTION 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H803 HVAC EQUIPMENT DETAILS N.T.S.H803 1 VAV BOX INSTALLATION DETAIL N.T.S.H803 2 "FCU" FAN COIL INSTALLATION DETAIL N.T.S.H803 3 FIRE SMOKE DAMPER DETAIL N.T.S.H803 4 RUN AROUND COIL DETAIL ADD ALTERNATES - PROVIDE SEPARATE PRICING A2:DOAS ENERGY RECOVERY SYSTEM: INCLUDE ENERGY RECOVERY SYSTEM, INCLUDING RUN-AROUND COILS, PUMP P-3, ASSOCIATED PIPING AND SPECIALTIES, DOMESTIC COLD WATER FILL CONNECTION, DOAS OA DUCTWORK MODIFICATIONS, AND CONTROLS. REFER TO H205, H305, H401, H601, H701, AND H803 NOTE: SEE EQUIPMENT SCHEDULE FOR MOCKUP INFO No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H901 HVAC COORDINATION - LL3 H901 1 3D - Level LL3 N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H902 HVAC COORDINATION - LL2 H902 1 3D - Level LL2 N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H903.A HVAC COORDINATION - LL1 WEST H903.A 1 3D - LEVEL LL1 - WEST N S EE H903.B F O R C O N TIN U ATIO N S EE H903.B F O R C O N TIN U ATIO N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H903.B HVAC COORDINATION - LL1 EAST H903.B 1 3D - LEVEL LL1 - EAST N S EE H903.A F O R C O N TIN U ATIO N S EE H903.A F O R C O NTIN U ATIO N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H904.A HVAC COORDINATION - LEVEL G WEST H904.A 1 3D - LEVEL G - WEST N S EE H904.B F O R C O N TIN U ATIO N S EE H904.B F O R C O N TIN U ATIO N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H904.B HVAC COORDINATION - LEVEL G EAST H904.B 1 3D - LEVEL G - EAST N S EE H904.A F O R C O NTIN U ATIO N S EE H904.A F O R C O NTIN U ATIO N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. H905 HVAC COORDINATION - LEVEL 1 EAST H905 1 3D - LEVEL 1 - EAST N NOTES: 1. THIS DRAWING IS INCLUDED TO SHOW THE EXTENT OF COORDINATION REQUIRED BETWEEN DUCTWORK AND STEEL, AND THE GENERALLY PREFERRED SOLUTIONS TO CONFLICTS. 2. CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION. DEVIATIONS FROM THE MODEL PRESENTED ABOVE WILL BE REQUIRED. 3. ALLOW TIME FOR COORDINATION IN THE SCHEDULE AND BUDGET No. Date Revision R EFE R T O FL O O R PLA N F O R C O N TIN U ATIO N. LE V EL 1 W EST D U C T W O R K IS M O STLY E XISTIN G T O R E M AIN. THE FLOOR PLANS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED TO MARK EXACT LOCATIONS OFDEVICES. IN ALL CASES, ARCHITECTURAL FLOOR PLANS, FURNITURE PLANS, MILLWORK, DETAILS, CEILING PLANS,ELEVATIONS AND ACCOMPANYING DIMENSIONS SHALL BE USED FOR EXACT LOCATIONS OF DEVICES.THE ELECTRICAL CONTRACTOR SHALL OBTAIN THE FINAL MILLWORK, EQUIPMENT, AND FURNITURE DRAWINGS TODETERMINE THE EXACT LOCATION OF ALL FLOOR BOXES, RECEPTACLES, DEVICES, AND EQUIPMENTCONNECTIONS PRIOR TO ROUGH-IN.COORDINATE EXACT LOCATION OF LIGHTING FIXTURES WITHIN MECHANICAL AND EQUIPMENT SPACES WITHDUCTWORK, PIPING, CABLE ROUTING, AND OTHER EQUIPMENT TO PROVIDE A UNIFORM LEVEL OF LIGHT.THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BOX AND CONDUIT SYSTEM FOR TELEPHONE AND DATADEVICES AND CABLING. PROVIDE A BLANK COVERPLATE AT EACH BOX LOCATION.THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BOX AND CONDUIT SYSTEM FOR SECURITY AND ACCESSCONTROL DEVICES AND CABLING. PROVIDE A BLANK COVERPLATE AT EACH BOX LOCATION.UNLESS NOTED OTHERWISE, ALL EMPTY CONDUITS (CMT) SHALL BE RUN TO ABOVE NEAREST ACCESSIBLE CEILINGIN CORRIDOR OR STUBBED INTO CABLE TRAY. ALL CMT SHALL INCLUDE FISHWIRE.COORDINATE ALL EQUIPMENT AND CONNECTION REQUIREMENTS FOR DOOR HARDWARE WITH THE DOORHARDWARE CONTRACTOR.EXAMINE JOB SITE AND VERIFY ALL SITE CONDITIONS PRIOR TO SIGNING CONTRACT. BRING ANY DISCREPANCYBETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS TO THE ATTENTION OF THE ENGINEER.THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL".COORDINATE WITH HVAC AND PLUMBING CONTRACTORS TO DETERMINE ACTUAL LOCATION OF ALL EQUIPMENT,MOTOR STARTERS, CORING, PENETRATIONS, ETC. FOR THEIR EQUIPMENT BEFORE ROUGH-IN.COORDINATE ALL ELECTRICAL FLOOR AND CEILING PENETRATIONS WITH PARTITIONS, FURNITURE, ANDSTRUCTURE. EXACT PENETRATION SIZE AND LOCATION SHALL BE DETERMINED BY STRUCTURAL ENGINEER ANDARCHITECT.GENERAL NOTES:1.2.3.4.5.6.7.8.9.10.12.WORK SHALL INCLUDE DISCONNECTION AND REMOVAL OF ALL ELECTRICAL WIRING DEVICES, EQUIPMENTCONNECTIONS, PANELBOARDS, FEEDERS AND BRANCH WIRING UNLESS OTHERWISE NOTED.WHERE DEVICES AND CONNECTIONS ARE TO BE DEMOLISHED, DISCONNECT AND REMOVE CONDUIT AND WIRING BACKTO SOURCE UNLESS OTHERWISE NOTED.REMOVE ALL EXPOSED CONDUITS AND WIRING. ABANDONED CONCEALED CONDUITS IN PLACE WHERECONCEALMENT DOES NOT AFFECT OTHER DEMOLITION OR NEW WORK. CUT AND CAP AT WALL AND/OR FLOOR LEVEL.REMOVE ALL BOXES, CONDUITS, AND WIRING IN WALLS, FLOORS AND CEILINGS SCHEDULED TO BE DEMOLISHED.COORDINATE LOCATIONS WITH GENERAL DEMOLITION.COORDINATE DEVICES TO BE SALVAGED AND REUSED BY OWNER PRIOR TO DEMOLITION. TURN OVER ALL SUCHDEVICES TO OWNER IN ORIGINAL CONDITION. DISPOSAL OF EQUIPMENT NOT TO BE SALVAGED IS THERESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL PATCH ALL WALLS, FLOORS, AND CEILINGS THAT ARE EXISTING TO REMAIN ANDHAVE BEEN AFFECTED BY ELECTRICAL DEMOLITION WORK TO MATCH SURROUNDING MATERIALS. SURFACES SHALLBE PREPARED FOR PAINTING BY GENERAL CONTRACTOR.WHERE EQUIPMENT IS TO BE RELOCATED OR DEMOLISHED, ELECTRICAL CONTRACTOR SHALL DISCONNECT ANDREMOVE WIRING AND CONDUIT BACK TO SOURCE UNLESS OTHERWISE NOTED. COORDINATE ALL SUCH DEMOLITIONWITH OTHER TRADES.CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO OBTAIN THE ACTUAL SCOPE OF DEMOLITION.WHERE BRANCH CIRCUIT PANELBOARDS ARE TO BE DEMOLISHED, DISCONNECT AND REMOVE ALL FEEDERS, WIRING,CONDUIT, PANEL ENCLOSURES, OVERCURRENT PROTECTIVE DEVICES, AND GROUNDING UNLESS NOTED OTHERWISE.WHERE BRANCH CIRCUIT WIRING IS TO REMAIN, RECONNECT TO NEW PANEL.DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.DUPLEX RECEPTACLEINDICATES DEVICE IS MOUNTED ABOVE COUNTER HEIGHT, BACKSPLASH,OR AS NOTED ON DRAWINGSQUADRAPLEX RECEPTACLEDUPLEX GROUND FAULT RECEPTACLEDUPLEX GROUND FAULT RECEPTACLE - MOUNTED ABOVE COUNTERHEIGHT, BACKSPLASH, OR AS INDICATED ON DRAWINGSFLOOR MOUNTED DUPLEX RECEPTACLESURFACE MOUNTED JUNCTION BOXCEILING MOUNTED JUNCTION BOXFLOOR MOUNTED JUNCTION BOXPULL BOXMOTORTRANSFORMERDUPLEX DATA OUTLETTELEPHONE OUTLETFLOOR MOUNTED COMBINATION TELEPHONE/DATA OUTLETTELEPHONE/DATAPOWERCIRCUIT PROTECTIONMANUAL MOTOR STARTERDISCONNECT SWITCH, UNFUSED TYPEDISCONNECT SWITCH, FUSED TYPEENCLOSED CIRCUIT BREAKERPANELBOARDSSURFACE MOUNTED ELECTRICAL PANELBOARDRECESS MOUNTED ELECTRICAL PANELBOARDSYSTEMS PANEL OR TERMINAL CABINET (AS INDICATED ON DRAWINGS)DISTRIBUTION PANELBELL DEVICE, 120V, CLG OR WALL MTDLIGHTING (NOTE: UPPER CASE LETTER INDICATESFIXTURE TYPES, LOWER CASE LETTERING INDICATESSWITCHING ARRANGEMENTS)CEILING LIGHTING FIXTURESTRIP FIXTUREDOWNLIGHTWALL FIXTUREEXIT SIGN (LETTER INDICATES TYPE)LIGHTING FIXTURE ON EMERGENCY (LETTER INDICATES TYPE)LIGHTING CONTROL - LOCAL CONTROL DEVICESSINGLE POLE SWITCHTHREE WAY AND FOUR WAY SWITCHESSINGLE POLE DIMMING SWITCHSINGLE POLE SWITCH WITH INTEGRAL OCCUPANCY SENSORCENTRAL LIGHTING CONTROL STATIONOCCUPANCY SENSOR, CLG MTDVACANCY SENSOR, CLG MTDBRANCH CIRCUIT WIRING (WHERE SHOWN)BRANCH CIRCUIT WIRING AND/OR CONDUIT WITH WIRE, CONCEALEDIN FLOOR OR BELOW GRADE.BRANCH CIRCUIT WIRING AND/OR CONDUIT WITH WIRE, CONCEALED INCEILING OR WALLBRANCH CIRCUIT WIRING TO PANELDENOTES CIRCUIT NUMBER AT PANELBOARDDENOTES PANELBOARD SECTION IDENTITYVERTICAL CONDUIT, IN PLANPOWER DISTRIBUTION (SINGLE LINE DIAGRAM)CURRENT TRANSFORMER (CT)POTENTIAL TRANSFORMER (PT)METER (ELECTRIC REVENUE)DISCONNECT SWITCHFUSECIRCUIT BREAKERDRAW OUT CIRCUIT BREAKERBUS PLUG CIRCUIT BREAKERTRANSFORMERTRANSFER SWITCHTRANSIENT VOLTAGE SURGE SUPPRESSORDIGITAL MULTI-METERKEY INTERLOCKCONTINUATION MARKJJPBJTSMCBB BBbAaDdFfFB ASS3S4SDSosSLV-##OSMTVSSDMMKB1P2P3P4PAABACAFCIAFFAICAFGARCHATSBDFBLDGCCATVCBCDCKTCMTC.T.CUDISCDODWG(E)EC(ER)ELVEWCFAFAAPFACPFLAFUTGCGFCIGNDHPHVHzIDFIGJBKCMILKVAKWLEDONE POLETWO POLETHREE POLEFOUR POLEAMPEREABOVE CEILINGABOVE COUNTERARC FAULT CURRENT INTERRUPTERABOVE FINISHED FLOORAMPS INTERRUPTING CURRENTABOVE FINISHED GRADEARCHITECTAUTOMATIC TRANSFER SWITCHBUILDING DISTRIBUTION FRAME (IT)BUILDINGCONDUITCABLE TELEVISIONCIRCUIT BREAKERCANDELACIRCUITEMPTY CONDUITCURRENT TRANSFORMERCOPPERDISCONNECTDRAWOUTDRAWINGEXISTING TO REMAINELECTRICAL CONTRACTOREXISTING TO BE RELOCATEDELECTRONIC LOW VOLTAGEELECTRIC WATER COOLERFIRE ALARMFIRE ALARM ANNUNCIATOR PANELFIRE ALARM CONTROL PANELFULL LOAD AMPSFUTUREGENERAL CONTRACTORGROUND FAULT CIRCUIT INTERRUPTERGROUNDEDHORSEPOWERHIGH VOLTAGEHERTZ (CYCLE) PER SECONDINTERMEDIATE DISTRIBUTION FRAME (IT)ISOLATED GROUNDJUNCTION BOXTHOUSAND CIRCULAR MILSKILOVOLT AMPEREKILOWATTLIGHT EMITTING DIODELPLTGMCBNDO(ME)MISCMLOMOAMODMTDMTGMTS(N)N/ANECNICNL#NTSOCPDPPBPHPNLPVCPWR(R)(RE)RECSCPSWBDSYSTCTEL/DATATELTTBTVSSTYPUONVVFCWWPXFMR+#1/E5.1LIGHTING PANELLIGHTINGMAIN CIRCUIT BREAKERMAIN DISTRIBUTION PANELMODIFY EXISITNGMISCELLANEOUSMAIN LUGS ONLYMULTI-OUTLET ASSEMBLYMOTOR OPERATED DISCONNECT SWITCHMOUNTEDMOUNTINGMANUAL TRANSFER SWITCHNEWNOT APPLICABLENATIONAL ELECTRICAL CODENOT IN CONTRACTNIGHT LIGHTNUMBERNOT TO SCALEOVERCURRENT PROTECTIVE DEVICEPOLEPULL BOXPHASEPANELPOLYVINYL CHLORIDE CONDUITPOWERREMOVE EXISTINGRELOCATED EXISTINGRECESSEDSECURITY CONTROL PANELSWITCHBOARDCONNECTION TO SYSTEMS FURNITURETIME CLOCKTELEPHONE/DATATELEPHONETELEPHONE TERMINAL BOARDTRANSIENT VOLTAGE SURGE SUPPRESSIONTYPICALUNLESS OTHERWISE NOTEDVOLTVARIABLE FREQUENCY CONTROLLERWATTWEATHERPROOFTRANSFORMERINDICATES MOUNTED ABOVE CENTEROR AS NOTED ON DWG.DETAIL NUMBER/DRAWING NUMBERELECTRICAL SYMBOL LISTABBREVIATIONSMISCELLANEOUSSECTION NUMBERSHEET NUMBERSHUNT TRIPSTCOMBINATION TELEPHONE/DATA OUTLETAMMETERAVOLTMETERVSECURITY DEVICE LEGENDCARD READERFLUSH MT. DOOR ALARM CONTACTPOWER TRANSFER DEVICE (F.B.O.)ELECTRIC MORTISE LOCKING DEVICE W/REQUEST TO EXIT SWITCH (F.B.O.)AREA MOTION SENSORCRDCPTDEMREXMDJUNCTION BOX FOR AV SYSTEM, CEILING, WALL, OR FLOOR MTDREFER TO AV DRAWINGS AND SPECIFICATIONS FORBOX AND CONDUIT REQUIREMENTSJJAV AVWIRELESS SWITCHSWFLOOR MOUNTED JUNCTION BOXWITH FLEXIBLE CONDUIT CONNECTIONJ'PPA-G9(1)'-#CONDUIT CAPGROUND CONNECTIONNIC - DEVICES, WIRING, AND RACEWAY SHALL BE EXISTING TO REMAIN, UNLESS NOTED OTHERWISENUMBER INDICATES IDENTIFICATIONN/E N/EX X XcCDIRECTIONAL FIXTUREDdCOVE/ CONCEALED FIXTURELIGHTING CONTROL - CENTRALDEVICESDENOTES PANELBOARD IDENTITYWORKING CLEARANCE FOR ELECTRICAL EQUIPMENTELECTRIC LOCKELSINGLE POLE TIME SWITCHSTFIRE ALARMADDRESSIBLE DEVICESFIRE ALARM MANUAL PULL STATIONAREA SMOKE DETECTORTHERMAL DETECTORWALL MOUNTED BEAM DETECTORTX TRANSMITTERRX RECEIVERDUCT MOUNTED SMOKE DETECTORSPRINKLER FLOW SWITCHSPRINKLER TAMPER SWITCHRELAY MODULEMONITOR MODULENOTIFICATION DEVICESSPEAKER SIGNAL AND STROBE LIGHT COMBINATIONSTROBE LIGHTMISC. DEVICESMAGNETIC HOLD OPEN - 24V POWERED BY FACPFIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATOR PANELDRY SPRINKLER PRESSURE SWITCHFSHSDFSTSFRMFMMFFMHFACPFAAPPSSSCEILING/WALL MOUNTED SPEAKER DEVICESPEAKER SIGNALSLETTER INDICATES TYPEFIRE SMOKE DAMPERFSDX X+++(INDICATES ABOVE COUNTER)(INDICATES ABOVE COUNTER)(INDICATES ABOVE COUNTER)NOTIFICATION APPLIANCE CIRCUIT EXTENDER PANELNACVOICE EVACUATION PANELVEPCEILING MOUNTED DUPLEX RECEPTACLECEILING MOUNTED QUADRAPLEX RECEPTACLEVSPSPHOTO SENSOR, CLG MTDJAVOCCUPANCY SENSOR, WALL MTDOSTWO POLE SWITCH WITH INTEGRAL VACANCY SENSORSvsSINGLE POLE 0-10V/ELV DIMMERSDa(INDICATES ZONE)REFER TO IT AND AV DRAWINGS FOR ALL CONDUITAND BACK BOX DETAILS AND REQUIREMENTS.150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E000ELECTRICAL COVERSHEETELECTRICAL DRAWING SCHEDULESheetNumberSheet Name100% CD6/20/2016E000 ELECTRICAL COVER SHEETE100 ELECTRICAL SITE PLANE201 ELECTRICAL LEVELS LL3 & LL2 DEMOLITION PLANSE203 ELECTRICAL LEVEL LL1 DEMOLITION PLANE204 ELECTRICAL GROUND LEVEL DEMOLITION PLANE205 ELECTRICAL LEVEL 1 DEMOLITION PLANE206 ELECTRICAL LEVEL 2 DEMOLITION PLANE207 ELECTRICAL ATTIC DEMOLITION PLANE301 ELECTRICAL LEVELS LL3 & LL2 NEW WORK LIGHTING PLANSE303 ELECTRICAL LEVEL LL1 NEW WORK LIGHTING PLANE304 ELECTRICAL GROUND LEVEL NEW WORK LIGHTING PLANE305 ELECTRICAL LEVEL 1 NEW WORK LIGHTING PLANE306 ELECTRICAL LEVEL 2 NEW WORK LIGHTING PLANE401 ELECTRICAL LEVELS LL3 & LL2 NEW WORK POWER PLANSE403 ELECTRICAL LEVEL LL1 NEW WORK POWER PLANE404 ELECTRICAL GROUND LEVEL NEW WORK POWER PLANE405 ELECTRICAL LEVEL 1 NEW WORK POWER PLANE406 ELECTRICAL LEVEL 2 NEW WORK POWER PLANE407 ELECTRICAL ATTIC NEW WORK POWER PLANE600 ELECTRICAL EXISTING NORMAL POWER SINGLE LINE DIAGRAME601 ELECTRICAL NEW NORMAL POWER SINGLE LINE DIAGRAME602 ELECTRICAL FIRE ALARM RISER DIAGRAME700 ELECTRICAL CONNECTION SCHEDULEE701 ELECTRICAL LIGHTING FIXTURE SCHEDULESE702 ELECTRICAL LIGHTING CONTROLE703 ELECTRICAL PANEL SCHEDULESE704 ELECTRICAL PANEL SCHEDULESE900 ELECTRICAL DETAILSNo. Date Revision2 07/18/2016 Addendum 54 08/09/2016 Post Bid Addendum 14 8 -1 -1WYORKONECALLSYSTEM,IN C .S T OP-C ALLBEFOREYOUDIG!ENANY CONTRACTOR PERFORMING SITE WORK SHALLCONTACT THE NEW YORK ONE-CALL SYSTEM AT8-1-1 AT LEAST THREE WORKING DAYS PRIOR TOTHE START OF EXCAVATION OR DEMOLITION WORK TOHAVE ALL UNDERGROUND UTILITIES MARKED IN THEWORK AREA.CONTRACT LIMIT LINEHUGHES HALLCONTRACT LIMIT LINEAX0311L1-181L1-1822LIGHT POLE (ER)LIGHT POLE (RE)HAND HOLE(N)(N)1333150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E100ELECTRICAL SITEPLAN 1" = 10'-0"E1001ELECTRICAL SITE PLANELECTRICAL GENERAL NOTES:ALL DEVICES AND FIXTURES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.VERIFY ALL FIELD CONDITIONS AND LOCATIONS OF EQUIPMENT, DEVICES, AND WIRING WITH OTHER TRADES PRIOR TOELECTRICAL WORK. VERIFY & TRACE OUT EXISTING CIRCUITING PRIOR TO START OF ANY WORK. DO NOT SCALEDRAWINGS.THE ELECTRICAL WORK RELATING TO THE PROJECT IS SHOWN. OTHER EXISTING ELECTRICAL AND SYSTEMSCOMPONENTS HAVE BEEN LEFT OFF OF THE DRAWING FOR CLARITY.1ELECTRICAL KEYED NOTES:EXISTING POLE LIGHT TO BE RELOCATED. EC TO DISCONNECT AND REWORK/EXTEND UNDERGROUNDCONDUIT TO NEW LOCATION. MATCH EXISTING CONDUIT AND WIRING.EXISTING CIRCUITING SERVING EXISTING PARKING LOT LIGHTING FED THROUGH EXISTING TIME CLOCKLOCATED IN LL3 MACHINE ROOM 3L0060. MATCH EXISTING WIRING AND CONDUIT AND EXTEND CIRCUIT FROMRELOCATED EXISTING LIGHT POLE TO NEW LIGHT POLE.PROTECT EXISTING TO REMAIN SITE LIGHTING FIXTURES DURING CONSTRUCTION. REMOVE, STORE, ANDREINSTALL EXISTING FIXTURE.1.2.3.4.2No. Date Revision1 31111 FSJJ1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.1TELEPHONE CABINET(R)(R)PANEL 3L1EXISTING ELECTRICAL DEVICES,LIGHTING FIXTURES, WIRING, FIREALARM, AND TELE/DATA TO BEREMOVED UNLESS OTHERWISE NOTED.(R) CIRCUIT BREAKERENCLOSURE(R) MDPPANEL GP-1PANEL EH-1T1DISCONNECTBUS DUCT (R)MMMMPANEL 3P1PANEL 3P21HUGHES HALL (RE)DDC PANEL(R) HWP-1 VFDPSC-8500FA AUX PANELKITCHENFLOORS L1 & L2 (R)3GENERATORATSPANEL EDPT2PANEL ELBFACP SERVINGJANE FOSTER/MYRON TAYLOR(R)(R) EF-2 & STARTERTO JANE FOSTERMAIN SWITCHBOARDEXISTING FEEDERS TO BEPROTECTED AND REUSED.23(R) PANEL 3L2PANEL KP344UNLESS OTHERWISE NOTED, EXISTING FIRE ALARMDEVICES TO BE REMOVED. EXISTING ELECTRICALDEVICES, LIGHTING FIXTURES AND CONTROL DEVICESTO REMAIN. EXISTING TELE/DATA TO BERECONNECTED TO NEW INFRASTRUCTURE.EXISTING LIGHTING FIXTURES AND CONTROLDEVICES TO REMAIN. EMERGENCY LIGHTINGFIXTURES TO BE RECONNECTED TO PANEL EH-1.DORML05DORML04DORML03DORML02DORML01DORML06WCL0020STAIR 1L001JC2L0061ELEV.2L0070WCL022DORML07DORML09DORML08DORML14CORRIDORL0046CORRIDORL0044WCL0021WOMEN'SL0025DORML10BDORML10LOUNGEL12MAILL14STAIR 2L0002GAME ROOML13AMEN'SL0023VESTIBULEL0024DININGL11SERVERYL15KITCHENL16OFFICEL17STORAGEL19ELEVATORSTAIR 3L0003STORAGEL20MECHANICALMECHANICALL0065MECHANICALL0045ELECTRICALL0063ELECTRICALL0064PANEL 3P355150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E203ELECTRICAL LEVELLL1 DEMOLITIONPLAN 1/8" = 1'-0"E2031ELECTRICAL LEVEL LL1 DEMOLITION PLAN - PHASE 11ELECTRICAL KEYED NOTES:EXISTING LIFT TO BE REUSED AND RELOCATED. REFER TO NEW WORK PLANS FORLOCATION.REMOVE EXISTING PANEL AND FEEDER. SPLICE AND EXTEND EXISTING LOADS TO NEWPANEL LOCATION. REFER TO NEW WORK PLANS FOR NEW PANEL LOCATION.SEE ARCHITECTURE DRAWING AD101 FOR SALVAGE OF EQUIPMENT.EXISTING FIRE ALARM DEVICES ARE PART OF SEPARATE FIRE ALARM SYSTEM SERVINGMYRON JAYLOR/JANE FOSTER WINGS. REMOVE DEVICES FROM EXISTING SYSTEMWHILE MAINTAINING CONTINUITY TO DOWN STREAM DEVICES. EXISTING FLOW ANDTAMPER SWITCHES ASSOCIATED WITH MYRON TAYLOR & JANE FOSTER ARE TO REMAIN.ALTERNATE 3: PROVIDE SEPARATE PRICING TO REMOVE EXISTING LIGHT FIXTURE ANDASSOCIATED WIRING. INSTALL NEW LIGHT FIXTURES AS NOTED ON NEW WORK PLAN.23ELECTRICAL DEMOLITION NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.VERIFY ALL FIELD CONDITIONS AND LOCATIONS OF EQUIPMENT, DEVICES, AND WIRING WITH OTHERTRADES PRIOR TO ELECTRICAL WORK. VERIFY & TRACE OUT EXISTING CIRCUITING PRIOR TO START OFANY WORK. DO NOT SCALE DRAWINGS.COORDINATE WITH MECHANICAL AND/OR PLUMBING CONTRACTORS FOR THE REMOVAL ORMODIFICATION OF THEIR EQUIPMENT. DISCONNECT, RECONNECT, OR MODIFY CIRCUITING,INTERLOCKING, SWITCHING, ETC. TO COORDINATE WITH NEW WORK AND ALTERATIONS.THE ELECTRICAL WORK RELATING TO THE PROJECT IS SHOWN. OTHER EXISTING ELECTRICAL ANDSYSTEMS COMPONENTS HAVE BEEN LEFT OFF OF THE DRAWING FOR CLARITY.IDENTIFY CIRCUITS MADE AVAILABLE DURING DEMOLITION AS SPARES FOR FUTURE USE.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.1.2.3.4.5.6.45No. Date Revision1 1 SF1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.1TELEPHONE CABINET(R)PANEL 5L1(R)PANEL 5L2EXISTING ELECTRICAL DEVICES, LIGHTINGFIXTURES, WIRING, FIRE ALARM, ANDTELE/DATA TO BE REMOVED UNLESSOTHERWISE NOTED.(R)1IN OFFICES, EXISTING ELECTRICAL DEVICES, LIGHTINGFIXTURES AND CONTROL DEVICES TO REMAIN.EXISTING TELE/DATA TO BE RECONNECTED TO NEW ITINFRASTRUCTURE. EXISTING HALLWAY FIXTURES TOBE RECONNECTED TO NEW HALLWAY LIGHTINGCIRCUITS AND CONTROL DEVICES.22EXISTING LIGHTING FIXTURES AND CONTROL DEVICESTO REMAIN. EMERGENCY LIGHTING FIXTURES TO BERECONNECTED TO PANEL EH-1.CLINIC FAC.OFFICE158ASEMINARROOM146CLINIC DIR.OFFICE158CLINIC FAC.OFFICE158BCLINICSTUDENTOFFICE159CLINICSTUDENTOFFICE157CLINIC FAC.OFFICE154CLINIC DIR.OFFICE152CLINIC FAC.OFFICE150CLINICSUPPORTOFFICE148CLINICSTUDENTOFFICE155CLINICSTUDENTOFFICE153CLINIC FAC.OFFICE151CLINIC FAC.OFFICE149CLINICCONFERENCEROOM147STUDENTSERV.ASSIT. DEANPUB. SERV.145STUDENTSERV.CORNELLJLPP143STUDENTSERV.CAREER OFF.144STUD SERV.ASSIT. DEANCAREERSERV.144ASEMINARROOM146ASTUDENTSERV.ASSOC. DIR.CAR. SERV.141STUDENTSERV.STUD. OFF.139STUDENTSERV.STUD. OFF.137STUDENTSERV.MOOT COURTBD.135STUDENTSERV.CU LAWREVIEW133STUDENTSERV.DIR. CAREERSERV.142STUDENTSERV CAREERSERV ASSOC.DIR140STUDENTSERV.STUD. EVENTSCOORD.138STUDENTSERV.STUD. OFF.136STUDENTSERV.CU LAWREVIEW134STUDENTSERV.STOR.131STUDENTSERV.CLR.129STUDENTSERV.JOURNALSTAFF OFF.127STUDENTSERV.STUD. OFF.128STUDENTSERV.STUD. OFF.128STOR.130DSTUDENTSERV.OFF.130ASTUDENTSERV.OFF.130BSTUDENTSERV.OFF.130CSTUDENTSERV.INT'L LAWJOUR.130STUDENTSERV.CORNELL LAWREVIEW132STUDENTSERV.STOR. REG.125JAN / ELEC10061STAIR 310003CLOSET10065CORRIDOR10039CLOSET10060STAIR 110001ELEV10070CORRIDOR10050RESTROOM10021RESTROOM10020STAIR 210002CORRIDOR10047CORRIDOR10048CORRIDOR10049CLOS.144BCLOS.135AOFFICE157EXISTING ELECTRICAL DEVICES, LIGHTING FIXTURES ANDCONTROL DEVICES TO REMAIN AND BE RELOCATED ASNECESSARY TO ACCOMODATE ADJACENT HALLWAYDEMOLITION AND CEILING GRID RE-WORK. EXISTINGTELE/DATA TO BE RECONNECTED TO NEW ITINFRASTRUCTURE.150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E205ELECTRICAL LEVEL 1DEMOLITION PLAN 1/8" = 1'-0"E2051ELECTRICAL LEVEL 1 DEMOLITION PLAN - PHASE 21ELECTRICAL KEYED NOTES:BRANCH CIRCUITS SERVING EXISTING AREAS NOT UNDERGOING RENOVATION TO BE TAGGEDAND RECONNECTED TO NEW PANELBOARD.EXISTING FIRE ALARM DEVICES ARE PART OF SEPARATE FIRE ALARM SYSTEM SERVING MYRONJAYLOR/JANE FOSTER WINGS. REMOVE DEVICES FROM EXISTING SYSTEM WHILE MAINTAININGCONTINUITY TO DOWN STREAM DEVICES. EXISTING FLOW AND TAMPER SWITCHES LOCATED INHUGHES HALL SERVING MYRON TAYLOR & JANE FOSTER ARE TO REMAIN. SEE ARCHITECTUREDRAWING AD101 FOR SALVAGE OF EQUIPMENT.ELECTRICAL DEMOLITION NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE EXISTING TO REMAIN UNLESS OTHERWISENOTED.VERIFY ALL FIELD CONDITIONS AND LOCATIONS OF EQUIPMENT, DEVICES, AND WIRING WITH OTHERTRADES PRIOR TO ELECTRICAL WORK. VERIFY & TRACE OUT EXISTING CIRCUITING PRIOR TOSTART OF ANY WORK. DO NOT SCALE DRAWINGS.COORDINATE WITH MECHANICAL AND/OR PLUMBING CONTRACTORS FOR THE REMOVAL ORMODIFICATION OF THEIR EQUIPMENT. DISCONNECT, RECONNECT, OR MODIFY CIRCUITING,INTERLOCKING, SWITCHING, ETC. TO COORDINATE WITH NEW WORK AND ALTERATIONS.THE ELECTRICAL WORK RELATING TO THE PROJECT IS SHOWN. OTHER EXISTING ELECTRICAL ANDSYSTEMS COMPONENTS HAVE BEEN LEFT OFF OF THE DRAWING FOR CLARITY.IDENTIFY CIRCUITS MADE AVAILABLE DURING DEMOLITION AS SPARES FOR FUTURE USE.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.1.2.3.4.5.6.2No. Date Revision2 07/18/2016 Addendum 52 SSSSSSSSSSSSSSSSSpsososososososvsSososososps osSSSSS SSS ososS ospsosososososS SS S1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.1vs vsvsvsvs vsvsvsvsvsvsvsvsSEMINAR ROOM129CLINICS RECEPTION &ADMINISTRATION133CLINICS OFFICE137CLINICS OFFICE139CLINICS OFFICE138CLINICS OFFICE142CLINICS OFFICE144CLINICS WORKROOM146CLINICS OFFICE152CLINICS OFFICE156CLINICS OFFICE158CLINICS DIRECTOROFFICE159CLINICS OFFICE157CLINICS OFFICE155JC10061CORRIDOR10040ELEVATOR VESTIBULE10041CORRIDOR10044IDF128KMEETING ROOM134C.S. INTERVIEW132C.S. INTERVIEW130C.S. INTERVIEW128MC.S. INTERVIEW128NCAREER SERVICESRECEPTION / ADMIN.128THERAPY DEAN OFSTUD.126BACADEMIC COUNSELDEAN OF STUD.126CASSIST. DEANSTUDENTS126FDIRECTOR128JDIR. INTER.128HASSOC DEAN128GASSIST DIR128EOPS ASSIST DEAN128DOPS ADMIN128CSTORAGE128ALOUNGE127WORKROOM STORAGEDEAN OF STUD.126AAS02-8AS02-8AS02-8AS02-8AS02-8RESTROOM10021WAITING136OSososLVvsvsvsvsvsvsSHARED CONFERENCEROOM128BRESTROOM10020vsXC1AW02AW02AF01AD01 AD01AF01AF01 AF01AF01 AF01AF01 AF01 AF01 AF01 AF01 AF01AF01 AF01AF01 AF01AD01AD01 AD01AD01 AD01AD01AD01AD01AF01 AF01AF01 AF01 AF01 AF01 AF01 AF01AF01 AF01AF01 AF01AC02AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AF01AD01AD01AD01AAD01A AD01A AD01AAD01A AD01AAD01AAD01AAF02AF02AF02 AF02AF02 AF02AF02AF02 AF02AF02AF02AF02 AF02AF02AF02XC2AF02AS02-8AS02-8AS02-8AD01AD01AD01A AD01AAD01A AD01AAD01A AD01AAD01A AD01AAD01AAD01AAD01AAD01AAD01AAD01AAD01AAD01AAD01AAD01AAD01AAD01A AD01A AD01AAD01AAW03AW03AW03AW02AW02AW02AW02 AW02 AW02AW02AW02AW02AW02 AW02AW02AD01AD01AD01AD01AD01AD01AD01AD01AD01AD01AD01AD01AW02 AW02AD02AD02AD02AD02AD02AD02AD02AD02AD02AD02AD02AD02AD02DosSTAIR 310003ELEC10063CORRIDOR10044RECEP / ADMIN DEANOF STUD.126STAIR 210002STAIR 110001PANEL PP-L1EC CCBXC1BCCC7777112727272727277777127272727272727272727272727272977777TYPICAL - DENOTESFIXTURE TYPETYPICAL - DENOTESCIRCUIT NUMBER1229292929292929292929297729292929292929292929PANEL IT-L12929292929292929292929292972972972972929729292929292929297729292929292929292929292972972972972977EM1292929292929292929292929292929292929173131313173173131731317173131313131313173131313131131313131313131313131313131313131731731313131317EM11GLCD TOUCHSCREENaaaafbbbcccddddeeeeAD0129AF027AF0227AF02273G1abbaaabbaabbaabbbababababababababababaabbb3a3b3a3bbbaaabaabbbabbabaaaaaabaaaa aaaaaac c caaaaaa bbb bbbbbbbdddddddadddaSTG126JEVENTS COORD. 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Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E305ELECTRICAL LEVEL 1NEW WORK LIGHTINGPLAN 1/8" = 1'-0"E3051ELECTRICAL LEVEL L1 NEW WORK LIGHTING PLANELECTRICAL GENERAL NOTES:ALL DEVICES AND FIXTURES SHALL BE NEW UNLESS OTHERWISE NOTED.ALL NORMAL LIGHTING CIRCUIT NUMBERS REFER TO PANELBOARD PP-L1 UNLESS OTHERWISE NOTED.ALL EMERGENCY LIGHTING FIXTURE CIRCUIT NUMBER REFER TO PANELBOARD EH-1 LOCATED IN THE MAIN ELECTRICALROOM.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.1.2.3.4.1ELECTRICAL KEYED NOTES:PROVIDE UL924 RELAY CONFIGURATION AS PER DETAIL #1/E900 TO ALLOW SWITCHING OF EMERGENCY LIGHTFIXTURES.LOCATE REMOTE DRIVERS FOR EMERGENCY LIGHTING FIXTURES IN IDF ROOM 2L35. RUN LOW VOLTAGE WIRING FROMDRIVER CABINET IN 3/4" CONDUIT TO PENETRATION IN SOUTH STEEL STRINGER AT LANDING AT COLUMN LINE F/4.2 TOPOWER TAPE LIGHT.EXTEND NORMAL AND EMERGENCY CIRCUITS AND OCCUPANCY SENSOR CONTROL FROM NEW FIXTURES TO EXISTINGHALLWAY FIXTURES.RELOCATE EXISTING LIGHT FIXTURES AS NECESSARY TO ACCOMODATE CEILING GRID RE-WORK.23No. Date Revision1 07/07/2016 Pre-Bid Addendum2 07/18/2016 Addendum 54222 FFFFSSFFSSSSJJJFFFFFFFFFJJFFFFFFFJJFFFFFFFD DJFFJJJJJDNFFFFSSSJSHFFFDDJFFFJFAAPJJ1234.25.0A.1BDCFGJHK.064.1K.2AF.1F.23.14.95.14.07.0K.17.1PANEL PP-LL21234.25.167.2K.23015LAW REVIEW READINGROOM2L58EDITORS2L58DEDITORS2L58CELEVATOR VESTIBULE2L0041EDITORS2L58BOFFICE2L46AJLPP READING ROOM2L46JLPP CONFERENCEROOM2L46BMEN'S RESTROOM2L0021WOMEN'S RESTROOM2L0022SHARED ADMIN OFFICE2L39OFFICE2L30COFFICE2L30BILJ READING ROOM2L30SHARED OFFICE2L30AELEV.2L0070STAIR 12L000115STG2L0069STG2L0067WIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINT1515151515VEPNACFSTSPANEL IT-LL2GROUND BAR19" RACK POWERPROVIDE L5 30RRECEPTACLESDRINKINGFOUNTAINHAND DRYERHAND DRYER301515IDF2L35STG2L58A1212121212141414141413131313131315151515151616161617171717181818LII BULLETINOFFICE2L372919191920202020212121222222232323242525252525STG2L342424242424242420202015151515FRMFRM2++++++WIRELESS ACCESSPOINT75FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2+++++++2918192929FS TESTPUMP2819FCU2FCU2FCU2FCU2FCU2FCU2++++++29292926273030303030303030303030323232323232323EH-1-17CUHIT-LL2-1IT-LL2-3IT-LL2-2IT-LL2-4EH-1-11EH-1-115666666EMERGENCY PHONECR71DC13FCU332671234.2A.1BDC7aA4.07.07.11233015PANEL 1L11STUDENT GROUPSPACE3L58STUDENT OFFICER3L58CSTUDENT OFFICER3L58DSTUDENT OFFICER3L58BSTUDENT OFFICER3L58ASTUDENT OFFICER3L58JSTUDENT OFFICER3L58HSTUDENT OFFICER3L58GSTUDENT OFFICER3L58EVESTIBULE3L0041JC3L0061WIRELESS ACCESSPOINTMACHINE ROOM3L0060SERVICE3L0062SERVICE3L0065SERVICE3L0063SERVICE3L0068WC3L0021ELEV.3L0070STAIR 13L0001FRMFRMFRMFRMFMMFSTSDRINKINGFOUNTAIN151111222233334444555566667777888899999910101011111111FRMFRMFCU3FCU2FCU2FCU2FCU2FCU3FCU2FCU2FCU2FCU2WIRELESS ACCESSPOINT++++++++++++++++31313131313131313131(E) SUMP PUMP31WATER FLOWBELLWP2WP11028FS TESTPUMPEH-1-11EH-1-1156666666666WITH VOICE EVAC MICCUHFOR ELEVATOR PHONEEMERGENCY PHONEEMERGENCYPHONE63CR7DCELEVATOR DISCON. WITHSHUNT TRIP10EH-1-11DCDC7150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E401ELECTRICAL LEVELSLL3 & LL2 NEWWORK POWER PLANS 1/8" = 1'-0"E4011ELECTRICAL LEVEL LL2 NEW WORK POWER AND SYSTEMS PLAN - PHASE 1 1/8" = 1'-0"E4012ELECTRICAL LEVEL LL3 NEW WORK POWER AND SYSTEMS PLAN - PHASE 1ELECTRICAL GENERAL NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE NEW UNLESS OTHERWISE NOTED.ALL CIRCUIT NUMBERS CORRESPOND TO PANEL PP-LL2 UNLESS OTHERWISE NOTED.REFER TO ELECTRICAL CONNECTION SCHEDULE ON DRAWING E700 FOR CIRCUITING OF MECHANICALEQUIPMENT.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.GENERAL CONTRACTOR TO COORDINATE UTILITY SHUTDOWNS REQUIRED FOR ELECTRICAL FEEDER,REWIRING, AND CIRCUIT TRANSFERS DURING PHASE 1 AND PHASE 2.ALL FIRE ALARM WIRING TO BE INSTALLED IN 3/4" EMT CONDUIT MINIMUM.1.2.3.4.5.6.1ELECTRICAL KEYED NOTES:RECONNECT EXISTING LOADS TO NEW PANEL.PROVIDE (2) 4" CONDUITS AND SLEEVES THROUGH FLOOR SLAB FOR ROUTING OF ITCABLING. REFER TO IT DRAWINGS FOR DETAILS.PROVIDE (4) 4" CONDUIT SLEEVES FOR ROUTING OF IT CABLING. REFER TO IT DRAWINGSFOR DETAILS.PROVIDE BACK BOX AND 3/4" CONDUIT TO ACESSIBLE CEILING FOR IP SECURITY CAMERA.WIRE CP-1 FACTORY SUPPLIED LEADS TO FCU INTEGRAL DISCONNECT SWITCH.PROVIDE 3/4" CONDUIT HOMERUN TO IDF ROOM 2L35. PROVIDE BACKBOXES ANDINTERCONNECTING 3/4" CONDUIT TO SUPPORT DOOR SECURITY DEVICES AS PER ITDRAWINGS.23567No. Date Revision1 07/07/2016 Pre-Bid Addendum2 07/18/2016 Addendum 5222 FFFFFFFFFFFFFSFFFFFFFFFFFFFFJJFFFFFFFFJJJJSJJJJJJFFDDDDJJJJJJJJJSSSSJDJJJ JJJJJJJJJJJJ JJJJJSFSFFJJJJJJJJJJJJJJJFFFFFFFFFFFHCOJJJJ1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.11234.25.167.28910111213K.215151575151515PANEL PP-LL1(E)PANEL 3P2(E)PANEL 3P1PANEL 3L2ASSIST. DIR.L57IGLS OFFICEL55ASSOC DEANL53DIRECTORL54ASSIST. DEANL56DIR. PROGRAMADMISSIONSL58FLEX OFFICEL52STGL46AIGLS AND CLARK E.A.RECEPTIONL46VISITING SCHOLARLOUNGE / WORKSPACEL46BEXEC DIRL44POST DOCL42MEN'S RESTROOML0021WOMEN'S RESTROOML0022CONFERENCEL39FLEX OFFICEL33FLEX OFFICEL31FLEX OFFICEL29WORKROOML30CORRIDORL0041CORRIDORL0041CORRIDORL00411515GENDERNEUTRAL TOILETL002315EVENT ROOML28DININGL24SERVERYL35CMECHL0065ELEC.L0063SVCL0045ELECL0064KITCHENL35BELEVATORMACHINE RML0066STORAGE ROOML0068STAIR 3L0003DINING OFFICESL35STOR.L35AELEVATORL0071SVCL0062151530151515PANEL EH-1(E) T1MDP(PADMOUNT)(E) GENERATOR(E) ATS(E) PANEL EDP(E) T2(E) PANEL ELB(E) FACP SERVINGJANE FOSTER/MYRON TYALOR(E) DISCONNECT SWITCHPANEL (E) GP-1TVSS(E) KITCHEN PANELS:3P1, 3P2, 3L2LIFT POWERFOR CEILINGMOUNTEDPROJECTORFOR CEILINGMOUNTEDPROJECTORFOR LECTERN(E) PSC-8500(E) FA AUX PANELFACPSTAIR 2L0002ELEV.L0070JCL0061STAIR 1L0001WIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTVEPTSFSTSHAND DRYERDRINKINGFOUNTAINHAND DRYERTO JANE FOSTERMAIN SWITCHBOARDEXISTING CONDUITAND FEEDERSTO BE REUSED.11CEILING SPLICE BOXMM(RE) HUGHES HALL(E) DDC PANELP2 VFDP1 VFDP1P2UTILIZE EXISTING BUSDUCT PENETRATION FORNEW CONDUIT.2222224444111111333333FRMFRMFRMFRMAHU-8 VFDAHU8SSSSCREEN CONTROLSHADE CONTROLSCREEN POWERSCREEN POWERGROUND BAR1" C IN SLAB FOR POWERDOWN TO PANEL IT-LL222TSFS TESTPUMPFCU2FCU2AFCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2AFCU2AFCU2FCU2FCU2AFCU2FCU2A3WIRELESS ACCESSPOINT++44555555555556666677778888999991110101010101011111212121212121313131313131414141414141415WIRELESS ACCESSPOINTWIRELESSACCESSPOINTWIRELESS ACCESSPOINT15161616161616161611111817HAND DRYER19ATM20202020202020202021422222223232323232323242424242424242525IT-LL2-5IT-LL2-5IT-LL2-9IT-LL2-9IT-LL2-9IT-LL2-6IT-LL2-6IT-LL2-721HOLD OPENHOLD OPENFMMFMMFMMFMMINTERFACE NEW HUGHES HALL FACP WITHGENERATOR RELAYS TO PROVIDE FIRE ALARMGENERATOR MONITORING POINTS CONSISTING OFTHE FOLLOWING:-GENERATOR ALARM-GENERATOR TROUBLE-GENERATOR RUN-GENERATOR NOT IN AUTOP1 DISCONNECTSWITCHP2 DISCONNECTSWITCHDDC PANELAHU-8 DISCONNECTSWITCH2EH-1-9EH-1-9EH-1-11EH-1-11EH-1-11EH-1-115GP-1-1GP-1-36AVAVAVAVAV222(2) 1 1/2" C TOAV CLOSET2AVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVIT-LL2-9AVAVFCU31678FRM159151011118FRMEMERGENCY PHONECUH5416163333MOTORIZEDSHADESFCU42FOR CONFIDENCEMONITORIT-LL2-5TYP. FORCEILING MICTYP. FORCEILING MICIR EMITTERSSSSSSSSSTYP. FOR CEILINGSPEAKER12SSSSTYP. FOR CEILINGSPEAKER13FMM1430157575FMMFMMCONNECT TO EXISTINGANSUL SYSTEMCONNECT TO EXISTINGANSUL SYSTEMFMMFRMFRM15(E) PANEL 3P3(E) PANEL KP3CUHFOR CALLASSISTANCELIFT CALL STATIONLIFT SAFETY SWITCHFCU3516CR17DCCR17DCDC150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E403ELECTRICAL LEVELLL1 NEW WORKPOWER PLAN 1/8" = 1'-0"E4031ELECTRICAL LEVEL LL1 NEW WORK POWER AND SYSTEMS PLAN - PHASE 1ELECTRICAL GENERAL NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE NEW UNLESS OTHERWISE NOTED.ALL CIRCUIT NUMBERS REFER TO PANELBOARD PP-LL1 UNLESS OTHERWISE NOTED.REFER TO ELECTRICAL CONNECTION SCHEDULE ON DRAWING E700 FOR CIRCUITING OF MECHANICALEQUIPMENT.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.GENERAL CONTRACTOR TO COORDINATE UTILITY SHUTDOWNS REQUIRED FOR ELECTRICAL FEEDER,REWIRING, AND CIRCUIT TRANSFERS DURING PHASE 1 AND PHASE 2.ALL FIRE ALARM WIRING TO BE INSTALLED IN 3/4" EMT CONDUIT MINIMUM.1.2.3.4.5.6.1ELECTRICAL KEYED NOTES:SPLICE AND EXTEND EXISTING PANEL LOADS TO NEW PANEL LOCATION. PROVIDESPLICE BOX IN CEILING ABOVE EXISTING PANEL LOCATION.REFER TO AV DRAWINGS FOR BOX TYPE, CONDUIT SIZE, AND LAYOUT REQUIREMENTS.PROVIDE (4) 4" CONDUITS AND SLEEVES THROUGH FLOOR SLAB TO UPPER LEVEL FORROUTING OF IT CABLING. REFER TO IT DRAWINGS FOR DETAILS.INSTALL QUAD RECEPTACLES WITHIN DESK. COORDINATE WITH GC/MILLWORKINSTALLER.PROVIDE BACK BOX AND 3/4" CONDUIT TO ACESSIBLE CEILING FOR IP SECURITYCAMERA.EC TO PROVIDE REPLACEMENT INVERTER DUTY RATED MOTOR FOR AHU-8. CONFIRMMOTOR SIZE IN FIELD.NEW SMOKE DETECTOR TO REPORT TO NEW HUGHES HALL FACP. EXISTING SMOKE ANDHEAT DETECTORS SERVING JANE FOSTER ELEVATOR MACHINE ROOM AND REPORTINGTO THE JANE FOSTER FACP ARE TO REMAIN. ENSURE ALL DEVICES ARE LABELED FORIDENTIFICATION PURPOSES.INTERFACE RELAY MODULE TO SILENCE AV SYSTEM IN THE EVENT OF A FIRE ALARMCONDITION.NEW STROBE TO BE ADDED TO JANE FOSTER FACP TO ALERT HUGHES HALL OCCUPANTSOF A FIRE CONDITION IN JANE FOSTER. PROVIDE SIGN BELOW STROBE THAT READS"FIRE CONDITION IN JANE FOSTER - DO NOT ENTER."NEW STROBE TO BE ADDED TO NEW HUGHES HALL FACP TO ALERT JANE FOSTEROCCUPANTS OF A FIRE CONDITION IN HUGHES HALL. PROVIDE SIGN BELOW STROBETHAT READS "FIRE CONDITION IN HUGHES HALL - DO NOT ENTER."PROVIDE AND INSTALL TWO RELAY MODULES AND ASSOCIATED JANE FOSTER FACP ANDHUGHES HALL FACP PROGRAMMING TO FACILITATE RELEASE OF HOLD OPEN IN THEEVENT OF A FIRE CONDITION IN HUGHES HALL OR JANE FOSTER.PROVIDE 3/4" CONDUIT AND JUNCTION BOXS FOR SPEAKERS MOUNTED IN HARD CEILING.REFER TO AV DRAWINGS FOR INSTALLATION DETAILS.PROVIDE 3/4" CONDUIT STUB UP ABOVE ACCESSIBLE CEILING FOR SPEAKERS MOUNTEDIN ACCESSIBLE CEILING. REFER TO AV DRAWINGS FOR INSTALLATION DETAILS.PROVIDE FIRE ALARM MONITORING OF DEFIBRILLATOR CABINET.PROVIDE CARBON MONOXIDE MONITORING FOR GENERATOR ROOM AND TIE INTO NEWFACP SERVING HUGHES HALL.WIRE CP-1 FACTORY SUPPLIED LEADS TO FCU INTEGRAL DISCONNECT SWITCH.PROVIDE 3/4" CONDUIT HOMERUN TO IDF ROOM 2L35. PROVIDE BACKBOXES ANDINTERCONNECTING 3/4" CONDUIT TO SUPPORT DOOR SECURITY DEVICES AS PER ITDRAWINGS.23456789101112131415No. Date Revision1 07/07/2016 Pre-Bid Addendum2 07/18/2016 Addendum 5216172222 FAAPSFFFFFFFFFFFFFFFFFFFFFFFFSSFFFFFFFFJJFJJFFFFFFFFFFFFJJJJFFFDDDDFFFFFJJJJJJJJJJDJJJJJJJJ JJJJJJ JJJSFFFFFJJJJJJJJJJJJJSHSJ1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.11234.25.167.28910111213EK.2151515153015151515(E)PANEL 4L2(E)PANEL 4P1WITH VOICE EVAC MICPANEL PP-G15151515SEMINAR ROOMG29ASSOC. DEANG28MEXEC. ASST. TO ASSOC.DEANG28LDIRECTOR ALUMAFFAIRSG28KDIRECTOR ANNUALFUNDG28JPROGRAM OFFICERG28HMAJOR GIFT OFFICERG28GMAJOR GIFT OFFICERG28FASST DIR ANNUALFUNDINGG28DLEADERSHIP GIFTOFFICERG28CRECEPTION ENTRYG28MEETING ROOMG26STGG28AWORK STUDYG28BANNUAL FUNDINGADMIN.G28SMEETING ROOMG28ROFFICEG28POFFICEG28NMEETING ROOMG34ELEVATOR VESTIBULEG0041ENCLOSED LOGGIAG0041WOMEN'S RESTROOMG0021RECEPTION / ADMIN.G58PAYROLLG58ABUDGETG58BDIR. FINANC. SERVG58CDIR. HUMAN RES.G58DASSOC. DEANG58EMEETING ROOMG52WORKROOMG5015STAIR 1G0001ELEV.G0070VESTIBULEG0045STAIR 3G0003ELEC.G0063SERVICEG0080JCG0081ELEVATORG0071SERVICEG0062STAIRG0004SVCG38JCG0065SERVICEG35STAIR 2G00021515JCG0061151515CONF. ROOMG39SPD ADMING31SPD ASST. DEANG3315WIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTVEPNACFSTS1515FRMFRMFRMFRM15HOLD OPENHOLD OPENHOLD OPENPHASE 1PHASE 2FCU2FCU2AFCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2222222111111FCU2AFCU2333333WIRELESS ACCESSPOINT4444444COMMUNICATIONSG465555551666666777777788FS TESTPUMP10EH-1-17101010101010101010101010FCU3AFCU2FCU2FCU3AFCU3AFCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2AFCU2AFCU2FCU2FCU2FCU2111111111111121212121212FCU2(E)(E)(E)(E)(E)WIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTHANDICAP DOOROPERATORDOOR ACTUATOR13(E)(E)(E)121212(E)(E)(E)(E)12151515151717171616161616161616111515151717DOOR ACTUATOR1318181818181818191919191919202020202020212121212121+++++222222222223232323FCU212FRM(E)24242424242525252526262626272727272728282828282828281CUHHANDDRYER293EH-1-15EH-1-15EH-1-15EH-1-154AVAVAVAV1AV1AVAVAVAVAVAVAV12727AVAVAVAVAVAVAVFCU3A125FRM7996987151515155FRMCUH126EMERGENCY PHONE2HANDICAP DOOROPERATOR92DRINKINGFOUNTAINTYP. FORCEILING MICTYP. FORCEILING MICTYP. FORCEILING MICSSSSSSSS10TYP. FORCEILINGSPEAKER10SSSSTYP. FORCEILINGSPEAKER10TYP. FORCEILINGSPEAKERDCCR111515FCU1AFCU1A1212121212CR11DC150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E404ELECTRICAL GROUNDLEVEL NEW WORKPOWER PLAN 1/8" = 1'-0"E4041ELECTRICAL GROUND LEVEL NEW WORK POWER AND SYSTEMS PLANELECTRICAL GENERAL NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE NEW UNLESS OTHERWISE NOTED.ALL CIRCUIT NUMBERS REFER TO PANELBOARD PP-G UNLESS OTHERWISE NOTED.REFER TO ELECTRICAL CONNECTION SCHEDULE ON DRAWING E700 FOR CIRCUITING OF MECHANICALEQUIPMENT.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.GENERAL CONTRACTOR TO COORDINATE UTILITY SHUTDOWNS REQUIRED FOR ELECTRICAL FEEDER,REWIRING, AND CIRCUIT TRANSFERS DURING PHASE 1 AND PHASE 2.ALL FIRE ALARM WIRING TO BE INSTALLED WITHIN 3/4" CONDUIT MINIMUM.MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING FAN COIL UNITS.1.2.3.4.5.6.7.1ELECTRICAL KEYED NOTES:REFER TO AV DRAWINGS FOR BOX TYPE AND LAYOUT REQUIREMENTS. PROVIDE 3/4" CONDUITTO SINGLE GANG AV JUNCTION BOXES AND 1 1/4" CONDUIT TO FLOOR, DISPLAY, AND VIDEOAV JUNCTION BOXES.PROVIDE (2) 4" CONDUITS AND SLEEVES THROUGH FLOOR SLAB TO UPPER LEVEL FORROUTING OF IT CABLING. REFER TO IT DRAWINGS FOR DETAILS.INSTALL QUAD RECEPTACLES WITHIN DESK. SAW CUT FLOOR AND COORDINATE WITHGC/MILLWORK INSTALLER.PROVIDE BACK BOX AND 3/4" CONDUIT TO ACESSIBLE CEILING FOR IP SECURITY CAMERA.INTERFACE RELAY MODULE TO SILENCE AV SYSTEM IN THE EVENT OF A FIRE ALARMCONDITION.NEW STROBE TO BE ADDED TO JANE FOSTER FACP TO ALERT HUGHES HALL OCCUPANTS OF AFIRE CONDITION IN JANE FOSTER. PROVIDE SIGN BELOW STROBE THAT READS "FIRECONDITION IN JANE FOSTER - DO NOT ENTER."NEW STROBE TO BE ADDED TO NEW HUGHES HALL FACP TO ALERT JANE FOSTER AND MYRONTAYLOR OCCUPANTS OF A FIRE CONDITION IN HUGHES HALL. PROVIDE SIGN BELOW STROBETHAT READS "FIRE CONDITION IN HUGHES HALL - DO NOT ENTER."NEW STROBE TO BE ADDED TO MYRON TAYLOR FACP TO ALERT HUGHES HALL OCCUPANTS OFA FIRE CONDITION IN MYRON TAYLOR. PROVIDE SIGN BELOW STROBE THAT READS "FIRECONDITION IN MYRON TAYLOR - DO NOT ENTER."PROVIDE AND INSTALL TWO RELAY MODULES AND ASSOCIATED JANE FOSTER/MYRON TAYLORFACP AND HUGHES HALL FACP PROGRAMMING TO FACILITATE RELEASE OF HOLD OPEN IN THEEVENT OF A FIRE CONDITION IN EITHER BUILDING.PROVIDE 3/4" CONDUIT STUB UP ABOVE ACCESSIBLE CEILING FOR SPEAKERS MOUNTED INACCESSIBLE CEILING. REFER TO AV DRAWINGS FOR INSTALLATION DETAILS.PROVIDE 3/4" CONDUIT HOMERUN TO IDF ROOM 128K. PROVIDE BACKBOXES ANDINTERCONNECTING 3/4" CONDUIT TO SUPPORT DOOR SECURITY DEVICES AS PER ITDRAWINGS.WIRE CP-1 FACTORY SUPPLIED LEADS TO FCU INTEGRAL DISCONNECT SWITCH.234567891011No. Date Revision2 07/18/2016 Addendum 5122222222 SFFFFFFSFFFFJJFFFFJJJJJJFFFFJFFFFFFFFFFFJFFFDDFFJ JFFFFFFFDDJJJJJJJJJJJJJJJJJFFFFSFJJJJJJJJJJHHHHHHJ1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.11234.25.167.28910111213EK.2151515SEMINAR ROOM129DIRECTOR128JDIR. INTER.128HASSOC DEAN128GASSIST DIR128EOPS ASSIST DEAN128DOPS ADMIN128CCAREER SERVICESRECEPTION / ADMIN.128C.S. INTERVIEW128NC.S. INTERVIEW128MC.S. INTERVIEW130C.S. INTERVIEW132IDF128KMEETING ROOM134CORRIDOR10044CLINICS RECEPTION &ADMINISTRATION133CLINICS OFFICE138CLINICS OFFICE137CLINICS OFFICE139CLINICS OFFICE142CLINICS OFFICE144CLINICS WORKROOM146CLINICS OFFICE152CLINICS OFFICE156CLINICS OFFICE158CLINICS DIRECTOROFFICE159CLINICS OFFICE157CLINICS OFFICE155JC10061LOUNGE127ASSIST. DEANSTUDENTS126FSHARED CONFERENCEROOM128BTHERAPY DEAN OFSTUD.126BACADEMIC COUNSELDEAN OF STUD.126CWORKROOM STORAGEDEAN OF STUD.126A15RESTROOM10021ELEVATOR10070STAIR 110001ELEVATORVESTIBULE10041STAIR 210002STAIR 310003ELEC10063STORAGE128ASTG126J15WIRELESS ACCESSPOINTWIRELESS ACCESSPOINT1515WIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINT1515151515151515VEPNACPANEL PP-L1FSTSPANEL IT-L1GROUND BARHANDDRYER15FRMFRMRESTROOM1002015EVENTS COORD.DEAN OF STUD.126E19" RACK POWERPROVIDE L5 30RRECEPTACLES15HOLD OPENHOLD OPENHOLD OPEN153015FRMFRM(E)FCU2FCU2FCU2FCU2FCU2FCU2(E)(E)(E)(E)(E)FCU2(E)FCU2FCU2FCU2FCU2FCU2FCU2(E)(E)(E)(E)(E)(E)FCU2FCU2FCU2FCU2FCU2FCU2(E)(E)(E)(E)(E)(E)FCU2FCU2FCU2FCU2FCU2FCU2(E)(E)(E)(E)(E)(E)FCU2FCU2FCU2FCU3AHANDDRYERWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINT231111324444555555523FS TESTPUMPEH-1-177777778888889999991111111111111212121212121313131313131414141415151515151717171717171616161616161616161818181818181919191919192020202021212121212121RECEP / ADMIN DEANOF STUD.12622172222222222(E)(E)2525IT-L1-2IT-L1-3IT-L1-4IT-L1-14FCU1FCU1FCU1FCU1A25252525FCU1FCU1AFCU1FCU1FCU1FCU1FCU1A232323232323FCU423EH-1-15EH-1-15EH-1-15EH-1-15AVAVAV11AVAVAVAV11AVAVAVAV5FRM677899915151515SSSSSSSSTYP. FORCEILINGSPEAKERTYP. FORCEILING MICTYP. FORCEILINGSPEAKERTYP. FORCEILING MIC1010EMERGENCYPHONEEMERGENCYPHONECRDCCRDC11115FRM222222121212121212DRINKINGFOUNTAINFRMFRMDC11CR2313150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E405ELECTRICAL LEVEL 1NEW WORK POWERPLAN 1/8" = 1'-0"E4051ELECTRICAL LEVEL L1 NEW WORK POWER AND SYSTEMS PLAN - PHASE 2ELECTRICAL GENERAL NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE NEW UNLESS OTHERWISE NOTED.ALL CIRCUIT NUMBERS REFER TO PANELBOARD PP-L1 UNLESS OTHERWISE NOTED.REFER TO ELECTRICAL CONNECTION SCHEDULE ON DRAWING E700 FOR CIRCUITING OF MECHANICALEQUIPMENT.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.GENERAL CONTRACTOR TO COORDINATE UTILITY SHUTDOWNS REQUIRED FOR ELECTRICAL FEEDER,REWIRING, AND CIRCUIT TRANSFERS DURING PHASE 1 AND PHASE 2.ALL FIRE ALARM WIRING TO BE INSTALLED WITHIN 3/4" CONDUIT MINIMUM.MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING FAN COIL UNITS.1.2.3.4.5.6.7.1ELECTRICAL KEYED NOTES:REFER TO AV DRAWINGS FOR BOX TYPE, CONDUIT SIZE, AND LAYOUT REQUIREMENTS.PROVIDE (3) 4" CONDUITS AND SLEEVES THROUGH FLOOR SLAB FOR ROUTING OF ITCABLING. REFER TO IT DRAWINGS FOR DETAILS.INSTALL QUAD RECEPTACLES WITHIN DESK. SAW CUT FLOOR AND COORDINATE WITHGC/MILLWORK INSTALLER.PROVIDE (4) 4" CONDUIT SLEEVES FOR ROUTING OF IT CABLING. REFER TO IT DRAWINGST105 AND T107 FOR DETAILS.INTERFACE RELAY MODULE TO SILENCE AV SYSTEM IN THE EVENT OF A FIRE ALARMCONDITION.NEW STROBE TO BE ADDED TO JANE FOSTER FACP TO ALERT HUGHES HALL OCCUPANTSOF A FIRE CONDITION IN JANE FOSTER. PROVIDE SIGN BELOW STROBE THAT READS"FIRE CONDITION IN JANE FOSTER - DO NOT ENTER."NEW STROBE TO BE ADDED TO NEW HUGHES HALL FACP TO ALERT JANE FOSTER ANDMYRON TAYLOR OCCUPANTS OF A FIRE CONDITION IN HUGHES HALL. PROVIDE SIGNBELOW STROBE THAT READS "FIRE CONDITION IN HUGHES HALL - DO NOT ENTER."NEW STROBE TO BE ADDED TO MYRON TAYLOR FACP TO ALERT HUGHES HALLOCCUPANTS OF A FIRE CONDITION IN MYRON TAYLOR. PROVIDE SIGN BELOW STROBETHAT READS "FIRE CONDITION IN MYRON TAYLOR - DO NOT ENTER."PROVIDE AND INSTALL TWO RELAY MODULES AND ASSOCIATED JANE FOSTER/MYRONTAYLOR FACP AND HUGHES HALL FACP PROGRAMMING TO FACILITATE RELEASE OFHOLD OPEN IN THE EVENT OF A FIRE CONDITION IN EITHER BUILDING.PROVIDE 3/4" CONDUIT STUB UP ABOVE ACCESSIBLE CEILING FOR SPEAKERS MOUNTEDIN ACCESSIBLE CEILING. REFER TO AV DRAWINGS FOR INSTALLATION DETAILS.PROVIDE 3/4" CONDUIT HOMERUN TO IDF ROOM 128K. PROVIDE BACKBOXES ANDINTERCONNECTING 3/4" CONDUIT TO SUPPORT DOOR SECURITY DEVICES AS PER ITDRAWINGS.PROVIDE TEMPORARY HEAT DETECTORS DURING PHASE-2 RENOVATIONS ALONG THESECOND EMERGENCY MEANS OF EGRESS PATH.WIRE CP-1 FACTORY SUPPLIED LEADS TO FCU INTEGRAL DISCONNECT SWITCH.23456789101112No. Date Revision2 07/18/2016 Addendum 522213222 SFFFFFFFFFFFFFFFFFFDDFFFFSJJJFFFDDFFFFSJJJJJJJJJJFFFFSSS1234.25.0A.1BDCFGJHK.067a7b8a8b9a9b89101110a10b1213L4.1K.2EAF.512.2F.1F.23.14.9M5.14.07.0K.17.11234.25.167.28910111213EK.2LAWYERING OFFICE256ALAWYERING RECEPTION256LAWYERING OFFICE256BLAWYERING OFFICE256CLAWYERING OFFICE252TENURED FACULTYOFFICE250TENURED FACULTYOFFICE246MEETING ROOM244TENURED FACULTYOFFICE240TENURED FACULTYOFFICE238MECHANICAL20068TENURED FACULTYOFFICE237TENURED FACULTYOFFICE235TENURED FACULTYOFFICE241TENURED FACULTYOFFICE243TENURED FACULTYOFFICE245FACULTY SUPPORTOFFICE249LAWYERING OFFICE251LAWYERING OFFICE253CIT258MECH ATTIC 120069ADJUNCT FACULTYOFFICE231TENURED FACULTYOFFICE233TENURED FACULTYOFFICE232ADJUNCT FACULTYOFFICE230STAFF FOOD LOUNGE226MAIL228COAT CLOSET233ACOPY ROOM229MECH SHAFT20063STAIR 220002STAIR 120001CORRIDOR20041ELEV.20070STAIR 320003TENUREDFACULTY OFFICE247PANEL 6L1CVEPNACPANEL PP-L2FSTSPSTSFMMEF1P3(E) DRY SYSTEMAIR COMPRESSOR1515151515151515(E)PANEL 6P1FACULTYLOUNGE227FRMFRM15HOLD OPENHOLD OPENHOLD OPENHOLD OPENFCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU2FCU1AFCU1AFCU1AFSTS222FS TESTPUMPFS TESTPUMPFS TESTPUMP22(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)2(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)EH-1-173444444355555551515666666777777(E) AHU-6(E) GLYCOL PUMP(E) DOASFRMEH-1-15EH-1-15EH-1-15151515151223444EMERGENCY PHONEEMERGENCY PHONE5CRDCCRDCCRDC667WIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINTWIRELESS ACCESSPOINT533214151515FRMFRM150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E406ELECTRICAL LEVEL 2NEW WORK POWERPLAN 1/8" = 1'-0"E4061ELECTRICAL LEVEL L2 NEW WORK POWER AND SYSTEMS PLAN - PHASE 2ELECTRICAL GENERAL NOTES:ALL DEVICES, EQUIPMENT, AND FIXTURES SHALL BE NEW UNLESS OTHERWISE NOTED.ALL CIRCUIT NUMBERS REFER TO PANELBOARD PP-L2 UNLESS OTHERWISE NOTED.REFER TO ELECTRICAL CONNECTION SCHEDULE ON DRAWING E700 FOR CIRCUITING OF MECHANICALEQUIPMENT.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.GENERAL CONTRACTOR TO COORDINATE UTILITY SHUTDOWNS REQUIRED FOR ELECTRICAL FEEDER,REWIRING, AND CIRCUIT TRANSFERS DURING PHASE 1 AND PHASE 2.ALL FIRE ALARM WIRING TO BE INSTALLED WITHIN 3/4" CONDUIT MINIMUM.MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING FAN COIL UNITS.1.2.3.4.5.6.7.1ELECTRICAL KEYED NOTES:NEW STROBE TO BE ADDED TO JANE FOSTER FACP TO ALERT HUGHES HALL OCCUPANTSOF A FIRE CONDITION IN JANE FOSTER. PROVIDE SIGN BELOW STROBE THAT READS"FIRE CONDITION IN JANE FOSTER - DO NOT ENTER."NEW STROBE TO BE ADDED TO NEW HUGHES HALL FACP TO ALERT JANE FOSTER ANDMYRON TAYLOR OCCUPANTS OF A FIRE CONDITION IN HUGHES HALL. PROVIDE SIGNBELOW STROBE THAT READS "FIRE CONDITION IN HUGHES HALL - DO NOT ENTER."NEW STROBE TO BE ADDED TO MYRON TAYLOR FACP TO ALERT HUGHES HALLOCCUPANTS OF A FIRE CONDITION IN MYRON TAYLOR. PROVIDE SIGN BELOW STROBETHAT READS "FIRE CONDITION IN MYRON TAYLOR - DO NOT ENTER."PROVIDE AND INSTALL TWO RELAY MODULES AND ASSOCIATED JANE FOSTER/MYRONTAYLOR FACP AND HUGHES HALL FACP PROGRAMMING TO FACILITATE RELEASE OFHOLD OPEN IN THE EVENT OF A FIRE CONDITION IN EITHER BUILDING.PROVIDE (2) 4" CONDUITS AND SLEEVES THROUGH FLOOR SLAB FOR ROUTING OF ITCABLING. REFER TO IT DRAWINGS FOR DETAILS.PROVIDE 3/4" CONDUIT HOMERUN TO CIT ROOM 258. PROVIDE BACKBOXES ANDINTERCONNECTING 3/4" CONDUIT TO SUPPORT DOOR SECURITY DEVICES AS PER ITDRAWINGS.PROVIDE 3/4" CONDUIT HOMERUN TO IDF ROOM 128K. PROVIDE BACKBOXES ANDINTERCONNECTING 3/4" CONDUIT TO SUPPORT DOOR SECURITY DEVICES AS PER ITDRAWINGS.234567No. Date Revision2 07/18/2016 Addendum 5222 ELECTRICAL GENERAL NOTESALL EQUIPMENT AND DEVICES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.COORDINATE WITH OWNER FOR SALVAGE OF EQUIPMENT.REMOVAL OF EXISTING EQUIPMENT AND INSTALLATION OF NEW EQUIPMENT WILL DISRUPTPOWER TO OCCUPIED AREAS OF THE BUILDING. REFER TO PHASING NARRATIVE FORDISCRIPTION OF TEMPORARY POWER REQUIREMENTS.SEE PHASING PLANS ON ARCHITECTURAL SHEET G004 FOR SEQUENCE OF CONSTRUCTION.1.2.3.4.YT1300kVA XFMRP:480VS:208/120V3PH, 4WBUS: 1600AKAIC: 42100AF100AT3P(R) MDPLOCATION: MAIN ELECTRIC ROOM L0064208/120V, 3PH, 4W(R) BUS DUCT208/120V, 3-PH, 4WDISCONNECTSWITCHTO JANE FOSTERMAIN SWITCHBOARD1000AF1000AT3PGNGROUNDEDCONDUCTORELEVATOR100AF100AT3PELEVATORCONTROLLER100AF100AT3PPANEL1L1100AF100AT3PPANEL2P1100AF100AT3PPANEL4L1100AF100AT3PPANEL5L1100AF100AT3PPANEL6L1C100AF100AT3PPANEL3P3400AF300AT3PPANEL3L1100AF100AT3PPANEL5L2100AF100AT3PPANEL4L2100AF100AT3PPANEL2L1100AF100AT3PPANELGP1SPARE100AF100AT3PSPARE225AF125AT3PPANEL6P1100AF100AT3PSPARE100AF100AT3PPANEL3L2400AF300AT3PPANEL3P1400AF300AT3PPANEL3P21600AF1360AT3P(R)(R)100AF100AT3P(R)ELECTRICAL KEYED NOTESDISCONNECT EXISTING PANELBOARD FEEDER AND TAG FOR FUTURE RECONNECTION TONEW MDP. SEE DETAIL #1/E601 FOR NEW WORK.PANEL SCHEDULED FOR REPLACEMENT. REMOVE PANEL AND ASSOCIATED FEEDER. TAGEXISTING PANEL LOADS FOR FUTURE RECONNECTION TO NEW PANEL. SEE DETAIL #1/E601FOR NEW WORK.PANEL SCHEDULED FOR REPLACEMENT. REMOVE PANEL AND TAG EXISTING FEEDER FORREUSE. TAG EXISTING TO REMAIN PANEL LOADS FOR FUTURE RECONECTION TO NEWPANEL. SEE DETAIL #1/E601 FOR NEW WORK.12PANELLAUNDRY(R)2(R)(R)(R)(R)(R)(R)111(R)(R)(R)(R)100AF100AT3PPANEL4P111(R)(R)(R)(R)1225AF200AT3PPANEL6L1APANEL6L1B(R)(R)11PANELEH-1TO EMERGENCY DISTRIBUTIONPANEL ELB33MMM(R)PANELKP3(R)(R)(R)(R)(R)(R)(ER)150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E600ELECTRICALEXISTING NORMALPOWER SINGLE LINEDIAGRAMN.T.S.E6001EXISTING ELECTRICAL POWER SINGLE LINE DIAGRAMNo. Date Revision1 1 150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E701ELECTRICALLIGHTING FIXTURESCHEDULESNo. Date Revision1 07/07/2016 Pre-Bid Addendum2 07/18/2016 Addendum 5AS02-6SAME AS AS02-8 EXCEPT 6'L2 ALL ONSCENE 1SCENE 2SCENE 3WALL STATION LVSCENE 1SCENE 2SCENE 3ZONE aZONE bZONE cZONE dZONE ePRESET SCENE SCHEDULE20%80%80%20%20%0%20%20%80%80%80%80%80%0%0%DETAIL NOTES:VERIFY WALLSTATION BUTTON TEXT WITH ARCHITECT.REFER TO PLANS FOR NUMBER OF ZONES.PROVIDE PROGRAMMING FOR THREE PRESET SCENES IN ADDITION TO 'ALL ON' AND 'ALL OFF'. VERIFY PRESETSCENE SETTINGS WITH LIGHTING DESIGNER.PROVIDE INTERFACE MODULES, POWER SUPPLIES, AND OTHER ACCESSORIES RECOMMENDED BYMANUFACTURER FOR A FULLY FUNCTIONAL SYSTEM.PROVIDE PROGRAMMING FOR INTEGRATION WITH ROOM A/V CONTROLLER.SEQUENCE OF OPERATIONS:MANUAL ON VIA WALL STATION OR CONTROL UNIT.MANUAL SCENE SELECTION VIA WALL STATION OR CONTROL UNIT.MANUAL RAISE/LOWER VIA WALL STATION OR CONTROL UNIT. RAISE/LOWER FUNCTION SHALL EVENLY RAISE ORLOWER LIGHT LEVEL ACROSS ALL SCENES FROM THEIR CURRENT LEVEL.MANUAL OFF VIA WALL STATION OR CONTROL UNIT.AUTOMATIC OFF VIA OCCUPANCY SENSORS. TURN LIGHTS OFF WHEN BOTH SENSORS DETECT NO OCCUPANCY.UPON LOSS OF NORMAL POWER NORMAL/EMERGENCY FIXTURES SHALL DEFAULT TO FULL ON.ALL OFF1.2.3.4.5.1.2.3.4.5.6.ZONE f20%80%0%CONTROL AREA SERVED AND PANEL LOCATIONS:1. STAIR 2 - 2L0002: LOCATE IN IDF 2L352. ENCLOSED LOGGIA - G0041: LOCATE IN IDF 2L353. CORRIDOR - 10044: LOCATE IN IDF 128K4. SEMINAR ROOM - 129: LOCATE ABOVE ACCESSIBLE CEILING5. SEMINAR ROOM - G29: LOCATE ABOVE ACCESSIBLE CEILING150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E702ELECTRICALLIGHTING CONTROLN.T.S.E7021CONFERENCE/EVENT ROOM LIGHTING CONTROL DIAGRAMNo. Date Revision1 1 150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.E703ELECTRICAL PANELSCHEDULESNOTES:TOTAL KVA C: 0.00TOTAL KVA B: 0.00TOTAL CONNECTED AMPS: 0.00 ATOTAL KVA A: 0.00TOTAL CONNECTED KVA: 0.00 kVA29 20 A 1 EXISTING LOAD0.000.00 Spare1 20 A 3027 20 A 1 EXISTING LOAD0.000.00 Spare1 20 A 2825 20 A 1 EXISTING LOAD 0.000.00 Spare1 20 A 2623 20 A 1 EXISTING LOAD0.000.00 Spare1 20 A 2421 20 A 1 EXISTING LOAD0.000.00 Spare1 20 A 2219 20 A 1 EXISTING LOAD 0.000.00 Spare1 20 A 2017 20 A 1 EXISTING LOAD0.000.00 LTG - PARKING LOT/POLES 1 20 A 1815 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 1613 20 A 1 EXISTING LOAD 0.000.00 EXISTING LOAD 1 20 A 1411 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 129 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 107 20 A 1 EXISTING LOAD 0.000.00 EXISTING LOAD 1 20 A 85 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 63 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 41 20 A 1 EXISTING LOAD 0.000.00 EXISTING LOAD 1 20 A 2CKTTR P DESCRIPTIONA B C A B C DESCRIPTIONP TRCKTLOCATION: Space 1ISOL GRD. BUS:SURFACE MOUNTEDGRD. BUS: X10 KAICNEUT. BUS: X208/120VMAINS: MLO3 PHASE, 4 WIREMAIN BUS RATING: 100 AELECTRICAL PANEL SCHEDULEPANEL 1L1NOTES:TOTAL KVA C: 12.10TOTAL KVA B: 15.31TOTAL CONNECTED AMPS: 111.50 ATOTAL KVA A: 12.75TOTAL CONNECTED KVA: 40.17 kVA41 20 A 1 SPARE0.000.00 SPARE1 20 A 4239 20 A 1 SPARE0.000.00 SPARE1 20 A 4037 20 A 1 SPARE0.000.00 SPARE1 20 A 3835 20 A 1 LTG - GND LVL G0024 & G00440.820.00 SPARE1 20 A 3633 20 A 1 LTG - GROUND LEVEL 1.850.00 SPARE1 20 A 3431 20 A 1 LTG - GROUND LEVEL 1.030.00 SPARE1 20 A 3229 20 A 1 WOMENS HAND DRYER1.000.00 SPARE1 20 A 3027 20 A 1 RCPTL - MEETING G41Q 1.621.44 RCPTL - OFFICES G41P & G41N 1 20 A 2825 20 A 1 RCPTL - RECEPTION G41 0.720.72 RCPTL - OFFICE G41R 1 20 A 2623 20 A 1 RCPTL - RM G41C0.720.90 RCPTL - RMS G41A & G41 1 20 A 2421 20 A 1 RCPTL - OFFICES G41F & G41E 1.801.26 RCPTL - OFFICE G41D & RM G41C 1 20 A 2219 20 A 1 RCPTL - OFFICES G41K & G41J 1.801.80 RCPTL - OFFICES G41H & G41G 1 20 A 2017 20 A 1 RCPTL - OFFICE G53 & WAYFINDING 1.441.80 RCPTL - OFFICES G41L & G41K 1 20 A 1815 20 A 1 RCPTL - OFFICES G55 & RM G47 1.621.80 RCPTL - SEMINAR G51 1 20 A 1613 20 A 1 MAIN DOOR HANDICAP OPERATOR 0.361.10 RCPTL - FCU-2 EAST 1 20 A 1411 20 A 1 RCPTL - CONFERENCE G591.261.10 RCPTL - FCU-2,3a SOUTHWEST 1 20 A 129 20 A 1 DRINKING FOUNTAIN GFCI 0.500.36 RCPTL - FCU-2,2a NORTH/FS TEST... 1 20 A 107 20 A 1 RCPTL - HALLWAYS 1.260.36 RCPTL - JC/RR GFCI 1 20 A 85 20 A 1 RCPTL - RM G68 & G641.441.62 RCPTL - OFFICE G64 1 20 A 63 20 A 1 RCPTL - RECEPTION G80 1.261.80 RCPTL - OFFICE G80E & RM G70 1 20 A 41 20 A 1 RCPTL - OFFICE G80A & GA80B 1.801.80 RCPTL - OFFICE G80C & G80D 1 20 A 2CKTTR P DESCRIPTIONA B C A B C DESCRIPTIONP TRCKTLOCATION:ISOL GRD. BUS:SURFACE MOUNTEDGRD. BUS: X10 KAICNEUT. BUS: XMAINS: MLOMAIN BUS RATING: 225 AELECTRICAL PANEL SCHEDULEPANEL PP-GNOTES:TOTAL KVA C: 12.51TOTAL KVA B: 9.96TOTAL CONNECTED AMPS: 110.58 ATOTAL KVA A: 17.37TOTAL CONNECTED KVA: 39.84 kVA41 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 4239 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 4037 20 A 1 EXISTING LOAD 0.000.00 SPARE1 20 A 3835 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 3633 20 A 1 EXISTING LOAD0.000.00 EXISTING LOAD 1 20 A 3431 20 A 1 LTG - LEVEL L1 0.830.00 EXISTING LOAD 1 20 A 3229 20 A 1 LTG - LEVEL L11.570.00 EXISTING LOAD 1 20 A 3027 20 A 1 LTG - LEVEL L10.500.00 ---- -- 2825 20 A 1 L1 FCU-1, 2, 3A EAST 1.004.40 ---- -- 2623 20 A 1 L1 FCU-1,1a,4 WEST & FS TEST... 1.002.56 PANEL IT-L1 3 100 A 2421 20 A 1 RCPTL - 135A & 135B 1.441.80 RCPTL - ADMIN 135 & LOUNGE 137 1 20 A 2219 20 A 1 RCPTL - OFFICES 135E & 135D 1.801.08 RCPTL - OFFICE 135C 1 20 A 2017 20 A 1 RCPTL - INTERVIEW 141N & ADMIN... 1.261.26 RCPTL - CONFERENCE 135F 1 20 A 1815 20 A 1 RCPTL RM 152 & LOUNGE 1.081.62 RCPTL - INTERVIEW 145, 143, 141M 1 20 A 1613 20 A 1 RCPTL - OFFICES 141C & 141B 1.801.08 RCPTL - RECEPTION 141 1 20 A 1411 20 A 1 RCPTL - OFFICES 141G & 141F1.801.80 RCPTL - OFFICE 141E & 141D 1 20 A 129 20 A 1 RCPTL - SEMINAR 149 1.260.00 SPARE1 20 A 107 20 A 1 RCPTL - OFFICES 159 & 157 1.801.44 RCPTL - RECEPTION 153 1 20 A 85 20 A 1 RCPTL - HALLWAYS1.260.00 Spare1 20 A 63 20 A 1 MENS HAND DRYER 1.001.26 RCPTL - OFFICES 168 & 170 1 20 A 41 20 A 1 RCPTL - JC/RR/FOUNTAIN GFCI 1.141.00 WOMENS HAND DRYER 1 20 A 2CKTTR P DESCRIPTIONA B C A B C DESCRIPTIONP TRCKTLOCATION: JC 10061ISOL GRD. BUS:SURFACE MOUNTEDGRD. BUS: X10 KAICNEUT. BUS: X208/120VMAINS: MLO3 PHASE, 4 WIREMAIN BUS RATING: 225 AELECTRICAL PANEL SCHEDULEPANEL PP-L1NOTES:TOTAL KVA C: 4.12TOTAL KVA B: 3.60TOTAL CONNECTED AMPS: 32.54 ATOTAL KVA A: 4.00TOTAL CONNECTED KVA: 11.72 kVA41 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 4239 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 4037 20 A 1 EXISTING LOAD 0.000.00 SPARE1 20 A 3835 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 3633 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 3431 20 A 1 EXISTING LOAD 0.000.00 SPARE1 20 A 3229 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 3027 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 2825 20 A 1 EXISTING LOAD 0.000.00 SPARE1 20 A 2623 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 2421 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 2219 20 A 1 EXISTING LOAD 0.000.00 SPARE1 20 A 2017 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 1815 20 A 1 EXISTING LOAD0.000.00 SPARE1 20 A 1613 20 A 1 EXISTING LOAD 0.000.00 SPARE1 20 A 1411 20 A 1 LTG - LEVEL L20.520.00 SPARE1 20 A 129 20 A 1 LTG - LEVEL L20.601.20 ---- -- 107 20 A 1 RCPTL - OFFICES 234 & 236 1.801.20 WEST STAIR GUTTER HEAT TRACE 2 20 A 85 20 A 1 RCPTL - OFFICE 253 & RM 2521.801.80 RCPTL - 233 & 235 1 20 A 63 20 A 1 RCPTL - JC GFCI & HALLWAY 0.721.08 RCPTL - OFFICES 257 & 259 1 20 A 41 20 A 1 EXISTING LOAD 0.001.00 FCU-1,2 & FS TEST PUMPS 1 20 A 2CKTTR P DESCRIPTIONA B C A B C DESCRIPTIONP TRCKTLOCATION: JC 20061ISOL GRD. BUS:SURFACE MOUNTEDGRD. BUS: X10 KAICNEUT. BUS: X208/120VMAINS: MLO3 PHASE, 4 WIREMAIN BUS RATING: 225 AELECTRICAL PANEL SCHEDULEPANEL PP-L2NOTES:TOTAL KVA C: 10.12TOTAL KVA B: 10.32TOTAL CONNECTED AMPS: 94.35 ATOTAL KVA A: 13.55TOTAL CONNECTED KVA: 33.99 kVA41 20 A 1 SPARE0.000.00 SPARE1 20 A 4239 20 A 1 SPARE0.000.00 SPARE1 20 A 4037 20 A 1 SPARE0.000.00 SPARE1 20 A 3835 20 A 1 SPARE0.000.00 SPARE1 20 A 3633 20 A 1 EVENT ROOM SHADES 0.720.00 SPARE1 20 A 3431 20 A 1 LTG - LEVEL LL1 - RMS L23 & L27 1.570.00 SPARE1 20 A 3229 20 A 1 LTG - LEVEL LL11.080.00 SPARE1 20 A 3027 20 A 1 LTG - LEVEL LL11.080.00 SPARE1 20 A 2825 20 A 1 EVENT RM PROJECTOR SCREENS 0.720.00 SPARE1 20 A 2623 20 A 1 RCPTL - DINING L231.261.26 RCPTL - EVENT ROOM L27 1 20 A 2421 20 A 1 RCPTL - ATM0.580.54 RCPTL - DINNING L23 DESK 1 20 A 2219 20 A 1 GENDER NEUTRAL HAND DRYER 1.001.62 RCPTL - HALLWAY L0044 1 20 A 2017 20 A 1 MENS HANDRYER1.001.00 WOMENS HANDRYER 1 20 A 1815 20 A 1 HANDICAP LIFT1.001.00 LL1 FCU-2, 2a SOUTH 1 20 A 1613 20 A 1 RCPTL - OFFICES L55 & L53 1.801.62 RCPTL - OFFICE L51 & RM L52 1 20 A 1411 20 A 1 RCPTL - JC/FOUNTAIN/RR GFCI0.901.26 RCPTL - CONFERENCE L59 1 20 A 129 20 A 1 RCPTL - OFFICE L60 0.901.26 RCPTL - HALLWAY 1 20 A 107 20 A 1 RCPTL - LOUNGE L64B 0.720.90 RCPTL - OFFICE L62 1 20 A 85 20 A 1 LL1 FCU-2,2a NORTH1.101.26 RCPTL - RECEPTION L64 1 20 A 63 20 A 1 RCPTL - OFFICES L74 & L72 1.801.44 RCPTL - OFFICE L75 1 20 A 41 20 A 1 RCPTL - OFFICES L80 & L78 1.801.80 RCPTL - OFFICES L79 & L77 1 20 A 2CKTTR P DESCRIPTIONA B C A B C DESCRIPTIONP TRCKTLOCATION: JC L0061ISOL GRD. BUS:SURFACE MOUNTEDGRD. BUS: X10 KAICNEUT. BUS: X208/120VMAINS: MLO3 PHASE, 4 WIREMAIN BUS RATING: 225 AELECTRICAL PANEL SCHEDULEPANEL PP-LL1NOTES:TOTAL KVA C: 19.78TOTAL KVA B: 15.10TOTAL CONNECTED AMPS: 141.09 ATOTAL KVA A: 15.95TOTAL CONNECTED KVA: 50.83 kVA41 20 A 1 SPARE0.000.00 SPARE1 20 A 4239 20 A 1 SPARE0.000.00 SPARE1 20 A 4037 -- -- --1.800.00 Spare1 20 A 3835 -- -- --5.721.74 LTG - LEVEL LL2 1 20 A 3633 100 A 3 PANEL IT-LL23.360.60 LTG - LEVEL LL3 1 20 A 3431 20 A 1 LL3 FCU-2, 3a, CUH-1 0.750.70 LL2 FCU-2, 2a SOUTH 1 20 A 3229 20 A 1 RCPTL - HALL, RR /FOUNTAIN GFCI 1.261.10 LL2 FCU-2, 2a NORTH 1 20 A 3027 20 A 1 WOMENS HAND DRYER 1.000.72 FLOWSWITCH TEST PUMP 1 20 A 2825 20 A 1 RCPTL - OFFICE 2L51A 1.441.00 MENS HAND DRYER 1 20 A 2623 20 A 1 RCPTL - OFFICE 2L51B1.081.80 RCPTL - READING ROOM 2L51 1 20 A 2421 20 A 1 RCPTL - RR GFCI, DRINK FOUNTAIN 0.961.08 RCPTL - OFFICE 2L51C 1 20 A 2219 20 A 1 RCPTL CONF RM. 2L64B 1.081.80 RCPTL - OFFICES 2L57 & 2L53 1 20 A 2017 20 A 1 RCPTL - OFFICE 2L64A1.261.08 RCPTL - READING RM 2L64 1 20 A 1815 20 A 1 RCPTL - OFFICE 2L80C 1.441.26 RCPTL - OFFICE 2L64A 1 20 A 1613 20 A 1 RCPTL - 2L80 1.621.44 RCPTL - OFFICE 2L80A 1 20 A 1411 20 A 1 RCPTL - LL3 HALL & JC GFCI1.141.44 RCPTL - OFFICE 2L80B 1 20 A 129 20 A 1 RCPTL - ROOM 3L80 1.081.44 RCTPL - ROOM 3L80 1 20 A 107 20 A 1 RCPTL - OFFICE 3L80H 1.081.08 RCPTL - OFFICE 3L80J 1 20 A 85 20 A 1 RCPTL - OFFICE 3L80F1.081.08 RCPTL - OFFICE 3L80G 1 20 A 63 20 A 1 RCPTL - OFFICE 3L80C 1.081.08 RCPTL - OFFICE 3L80D 1 20 A 41 20 A 1 RCPTL - OFFICE 3L80A 1.081.08 RCPTL - OFFICE 3L80B 1 20 A 2CKTTR P DESCRIPTIONA B C A B C DESCRIPTIONP TRCKTLOCATION: JC 2L0061ISOL GRD. BUS:SURFACE MOUNTEDGRD. BUS: X10 KAICNEUT. BUS: X208/120VMAINS: MLO3 PHASE, 4 WIREMAIN BUS RATING: 225 AELECTRICAL PANEL SCHEDULEPANEL PP-LL23 PHASE, 4 WIRE208/120VNo. Date Revision2 07/18/2016 Addendum 52 M G R PLUMBING LEGEND SHOCK ABSORBER W/ ACCESS PANEL REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE MIXING VALVE(THERMOSTATIC) VARIABLE FREQUENCY DRIVE EXISTING TO BE RELOCATED DOMESTIC HOT WATER RECIRCULATION/HOUR SPRINKLER/FIRE PROTECTION CONTRACTOR WALL HYDRANTHY RPZ S=1/4" RWC U VTR WCO WC V VFD VIF T TP TYP SW SV ST SFU SH SA S NC (RL) RPM PSI RD (R) NTS PRV PC P NIC NO MR MV N/A MH MIN MC DHW DHWR MAX L HR HP RAIN WATER CONDUCTOR VENT THRU ROOF WALL CLEAN OUT WATER CLOSET VENT PIPING TRAP PRIMER SAFEWASTE STACK VENT STORM DRAINAGE PIPING SINK / SOUTH SUPPLY FIXTURE UNITS VERIFY IN FIELD URINAL TUB TYPICAL SHOWER SLOPE POUNDS PER SQUARE INCH ROOF DRAIN MOP RECEPTOR MAN HOLE DOMESTIC HOT WATER RETURN LAVATORY REVOLUTIONS PER MINUTE EXISTING TO BE REMOVED PLUMBING CONTRACTOR NOT TO SCALE NOT IN CONTRACT NOT APPLICABLE MECHANICAL CONTRACTOR MAXIMUM DOMESTIC HOT WATER HORSE POWER NORMALLY OPEN NORMALLY CLOSED PUMP MINIMUM CONT COTG EC FD GWH G GC FP FT FPC EX FAI FCO EWH EWC EA (E) DN DFU DCW CFH CO AD AP FIRE PROTECTION PIPING GAS WATER HEATER FLOOR CLEAN OUT FRESH AIR INLET DRAINAGE FIXTURE UNITS CONTINUED GENERAL CONTRACTOR FOOT/FEET ELECTRIC WATER HEATER ELECTRIC WATER COOLER ELECTRICAL CONTRACTOR EXISTING TO REMAIN DOMESTIC COLD WATER CLEAN OUT CUBIC FEET PER HOUR AREA DRAIN ACCESS PANEL FLOOR DRAIN EXISTING CLEAN OUT TO GRADE GAS EACH DOWN ABBREVIATIONS PIPE GUIDE PIPE CAP PIPE ANCHOR PIPE DROP PIPE UNION PIPE DOWN GAS METER PIPE UP METER EXISTING TO BE DEMOLISHED EXISTING SANITARY TO REMAIN CONNECT NEW TO EXISTING DIAMETER NEW SANITARY PIPE WALL CLEAN OUT SHOCK ABSORBER W/ ACCESS PANEL PRESSURE GAGE W/ BALL VALVE REDUCER TRAP FLOOR DRAIN/TRAP HOSE BIBB THERMOMETER SYMBOLS REDUCED PRESSURE BACKFLOW PREVENTION BALL-TYPE SHUTOFF VALVE VERTICAL VALVE NATURAL GAS COCK BUTTERFLY VALVE CHECK VALVE GATE VALVE DOMESTIC WATER RISER LOCATION SANITARY/VENT RISER LOCATION PLUMBING FIXTURE TAG RISER NUMBER RISER TYPE RISER NUMBER FIXTURE TYPE RISER TYPE FIXTURE NUMBER FUNNEL DRAIN AND/OR FLOOR SINK XX X XX X PRESSURE RELIEF VALVE NEW WORK(N) ABOVEABV CEILINGCLG JANITOR SINKJS WASHER BOXWB NEW VENT PIPE BALANCING VALVE EXISTING VENT TO REMAIN EXISTING DOMESTIC COLD WATER TO REMAIN NEW DOMESTIC HOT WATER PIPEFSFLOOR SINK NATURAL GAS CONNECTION INV INVERT IW INDIRECT WASTE GAS PRESSURE REGULATOR LT LAUNDRY TUB EW EMERGENCY EYEWASH DW DISHWASHER ANTI-SIPHONAGE VACUUM BREAKER VB VACUUM BREAKER NEW DOMESTIC COLD WATER PIPE EXISTING DOMESTIC HOT WATER TO REMAIN XX XX GC GRAVITY CONDENSATE U.N.O.UNLESS NOTED OTHERWISE WF WATER FOUNTAIN WASTE RISERW SANITARYSAN DRAIN VALVE ELEV ELEVATION DI DIONIZED NEW DOMESTIC HOT WATER RETURN PIPE ( )DHW WATER SUPPLY FIXTURE UNITS DCW WATER SUPPLY FIXTURE UNITS[ ] SEWAGE EJECTORSE SP SUMP PUMP STRAINER WCO TD TERRACE DRAIN DF DRINKING FOUNTAIN BFP BACKFLOW PREVENTER AFF ABOVE FINISHED FLOOR CUT AND CAP 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P001 PLUMBING COVER SHEET PLUMBING DRAWING SCHEDULE Sheet Number Sheet Name 100% CD 6/20/2016 P001 PLUMBING COVER SHEET ● PD101 PLUMBING DEMOLITION PLAN - LEVELS LL3 AND LL2 ● PD103 PLUMBING DEMOLITION PLAN - LEVEL LL1 ● PD104 PLUMBING DEMOLITION PLAN - LEVEL G ● PD105 PLUMBING DEMOLITION PLAN - LEVEL 1 ● PD106 PLUMBING DEMOLITION PLAN - LEVEL 2 ● PD107 PLUMBING DEMOLITION PLAN - ATTIC ● P301 PLUMBING NEW WORK PLAN - LEVELS LL3 AND LL2 ● P303 PLUMBING NEW WORK PLAN - LEVEL LL1 ● P304 PLUMBING NEW WORK PLAN - LEVEL G ● P305 PLUMBING NEW WORK PLAN - LEVEL 1 ● P306 PLUMBING NEW WORK PLAN - LEVEL 2 ● P307 PLUMBING NEW WORK PLAN - ATTIC ● P401 PLUMBING PARTIAL PLANS ● P402 PLUMBING PARTIAL PLANS ● P601 PLUMBING RISER DIAGRAM ● P701 PLUMBING SCHEDULES AND DETAILS ● No. Date Revision 1 2 3 A.1 B C D (E) 6" SAN SERVICE BELOW SLAB TO REMAIN. (R) 3" SAN UP (R) 4" SAN UP (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (E) BATHROOM TO REMAIN 2 (E)S CUT AND CAP BELOW SLAB (E) RISE ABOVE LL3 FLOOR SLAB. SEE LEVEL LL2 PLAN FOR CONTINUATION. CUT AND CAP BELOW SLAB (R) SAN, VENT, DCW, AND DHW TO LANDRY EQUIPMENT (E) ELEVATOR SUMP PUMP TO REMAIN (R) 4" SAN RISER UP. CUT BELOW SLAB AND PREP FOR NEW CONNECTION HERE. 1 (R)S CONTRACTOR TO PROVIDE A CAMERA SCOPE VIDEO FROM THIS POINT. TURN OVER THE VIDEO AND FINDINGS TO THE ENGINEER. (E) FCO (E) FCO (E) FCO (E) FLOOR DRAIN (R) DRINKING FOUNTAIN DORM 3L05 DORM 3L04 DORM 3L03 DORM 3L02 DORM 3L01 DORM 3L06 WC 3L0020 STAIR 1 3L001 JC 3L0061 ELEV. 3L0070 MECH 3L0060 LOUNGE 3L0068 CORRIDOR 3L0048 RECEIVING 3L0062 ELEC 3L0068 STG 3L0067 STG 3L0068A WC 3L0069 CORRIDOR 3L0046 CORRIDOR 3L0044 1 2 3 4.2 5.1 6 7.2 A.1 B C D E F G J K.2 (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) 4" SAN RISER (R) 3" SAN RISER (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) SAN RISERS AND OFFSETS (R) SAN RISER 2 (E)S 3 (E)S (R) SAN RISER (R) 4" SAN DN (R) 4" SAN UP 1 (R)S (R) FCO CUT SAN BELOW SLAB AND PROVIDE NEW FCO AT END OF RUN (R) PIPING BELOW SLAB AS REQUIRED FOR INSTALLATION OF NEW STAIR, OR ABANDON PIPING BELOW SLAB CAPPED AT BOTH ENDS. CAP AT BOTH ENDS (R) DRINKING FOUNTAIN DORM 2L05 DORM 2L04 DORM 2L03 DORM 2L02 DORM 2L01 DORM 2L06 WC 3L0020 STAIR 1 2L001 JC 2L0061 ELEV. 2L0070 WC 2L022 DORM 2L07 DORM 2L09 DORM 2L08 KITCHEN 2L14 CORRIDOR 2L0046 CORRIDOR 2L0044 WC 2L0021 LAUNDRY 2L16 DORM 2L10B WC 2L10A DORM 2L10 DORM 2L12 WC 2L0024 DORM 2L13 DORM 2L14 DORM 2L15 STORAGE 2L0050 STORAGE 2L0048 STAIR 2 2L002 STORAGE 2L16A 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. PD101 PLUMBING DEMOLITION PLAN - LEVELS LL3 AND LL2 1/8" = 1'-0"PD101 1 PLUMBING DEMOLITION PLAN - LEVEL LL3 1/8" = 1'-0"PD101 2 PLUMBING DEMOLITION PLAN - LEVEL LL2 DEMOLITION NOTES: ALL PLUMBING PIPING SHOWN AS BEING DEMOLISHED SHALL NOT AFFECT PUMBING SERVICES TO OTHER PARTS OF THE BUILDING. IF PLUMBING SYSTEM DRAINING IS REQUIRED, NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER ALL PLUMBING PIPING IS TO BE REMOVED THROUGHOUT THE WORK AREA, UNLESS NOTED AS EXISTING TO REMAIN. COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR DOMESTIC COLD AND HOT WATER DURING PHASE 1 AND PHASE 2. 1. 2. 3. 4. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G J K.2 (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) 4" SAN UP (R) 4" SAN UP/DN (R) 3" SAN UP/DN (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOMS (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) SAN RISERS (R) SAN RISER 2 (E)S 3 (E)S (R) SAN RISER (E) 8" SAN SERVICE TO REMAIN (BELOW SLAB) (E) DCW, DHW, DHWR SERVING KITCHEN TO REMAIN (E) PLUMBING IN KITCHEN AND SERVERY TO REMAIN (E) DCW 2" DCW UP, 1-1/2" DCW DN (E) 3/4" DHW UP/DN (E) 2" DHW (E) 3/4" DHWR (E) 4" DCW(E) 3" DCW (E) 4" SAN (BELOW SLAB) (E) 3/4" DHWR (E) 2" DHW (E) 3" DCW (R) 4" SAN DN (R) 4" SAN UP CONTRACTOR TO PROVIDE A CAMERA SCOPE VIDEO FROM THIS POINT. TURN OVER THE VIDEO AND FINDINGS TO THE ENGINEER. 1 (R)S (E) RWC TO REMAIN (E) RWC TO REMAIN DCW, DHW, DHWR EXTENDS TO HEAT EXCHANGER, PUMP, AND DOMESTIC WATER SERVICE IN MECH ROOM (R) DRINKING FOUNTAIN DORM L05 DORM L04 DORM L03 DORM L02 DORM L01 DORM L06 WC L0020 STAIR 1 L001 JC 2L0061 ELEV. 2L0070 WC L022 DORM L07 DORM L09 DORM L08 DORM L14 CORRIDOR L0046 CORRIDOR L0044 WC L0021 WOMEN'S L0025 DORM L10B DORM L10 LOUNGE L12 MAIL L14 STAIR 2 L0002 GAME ROOM L13A MEN'S L0023 VESTIBULE L0024 DINING L11 SERVERY L15 KITCHEN L16 OFFICE L17 STORAGE L19 ELEVATOR STAIR 3 L0003 STORAGE L20 MECHANICAL MECHANICAL L0065 MECHANICAL L0045 ELECTRICAL L0063 ELECTRICAL L0064 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. PD103 PLUMBING DEMOLITION PLAN - LEVEL LL1 1/8" = 1'-0"PD103 1 PLUMBING DEMOLITION PLAN - LEVEL LL1 DEMOLITION NOTES: ALL PLUMBING PIPING SHOWN AS BEING DEMOLISHED SHALL NOT AFFECT PUMBING SERVICES TO OTHER PARTS OF THE BUILDING. IF PLUMBING SYSTEM DRAINING IS REQUIRED, NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER ALL PLUMBING PIPING IS TO BE REMOVED THROUGHOUT THE WORK AREA, UNLESS NOTED AS EXISTING TO REMAIN. COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR DOMESTIC COLD AND HOT WATER DURING PHASE 1 AND PHASE 2. 1. 2. 3. 4. No. Date Revision (R) SAN RISER 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) 4" SAN UP (R) 4" SAN UP/DN (R) 3" SAN UP/DN (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) PLUMBING FIXTURES, PIPING, AND ACCESSORIES IN EXISTING BATHROOM (R) SAN RISERS (R) SAN RISER 2 (E)S 3 (E)S (DN) 1 (R)S (R) FCO (R) FCO SINGLE DORM G04 SINGLE DORM G03 SINGLE DORM G02 SINGLE DORM G01 SINGLE DORM G05 SINGLE DORM G06 SINGLE DORM G07 SINGLE DORM G08 SINGLE DORM G09 SINGLE DORM G10 SINGLE DORM G11 WORKROOM G15 SINGLE DORM G12 SINGLE DORM G13 SINGLE DORM G16 SINGLE DORM G17 SINGLE DORM G18 SINGLE DORM G19 SEMINAR ROOM G54 ADJUNCT FAC OFFICE G59 DIR ACADEMIC SUPPORT G57 ASSIST DEAN INT PROGRAMS G55 ASSIST DEAN GRAD LEGAL STUDIES G53 EXEC DIRECTOR CERI G51 CERI G49 EXEC DIR. CLARKE FAR EAST G47 OFFICE G44 FLEX OFFICE G46 DIR. GRAD LEGAL STUDIES OFFICE G50 DIR. CLARKE INT LEGAL STUDIES G52 WAITING G40 ADMIN ASSIST CLARKE FAR EAST G45 FILE RM G41 STUDENT CLINICS G30 STAIR 1 G0001 RESTROOM G0021 RESTROOM G0020 BATHROOM G0022 BATHROOM G0023 STAIR 2 G0002 STAIR 3 G0003 ELEV. G0070JAN / ELEC G0060 CORRIDOR G0047 CORRIDOR G0043 CORRIDOR G0040 CLOSET G0060 VESTIBULE G0045 VESTIBULE G0050 CLOSET G20 CLOSET G0062 VESTIBULE G0051 LOBBY G0049 CLOSET G0063 ADMIN ASS'T G42 GLS ADMIN ASS'T G43 CERI FELLOWS OFFICE G48 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. PD104 PLUMBING DEMOLITION PLAN - LEVEL G 1/8" = 1'-0"PD104 1 PLUMBING DEMOLITION PLAN - GROUND FLOOR DEMOLITION NOTES: ALL PLUMBING PIPING SHOWN AS BEING DEMOLISHED SHALL NOT AFFECT PUMBING SERVICES TO OTHER PARTS OF THE BUILDING. IF PLUMBING SYSTEM DRAINING IS REQUIRED, NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER ALL PLUMBING PIPING IS TO BE REMOVED THROUGHOUT THE WORK AREA, UNLESS NOTED AS EXISTING TO REMAIN. COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR DOMESTIC COLD AND HOT WATER DURING PHASE 1 AND PHASE 2. 1. 2. 3. 4. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 (R) SAN RISER 2 (E)S REMOVE EXISTING BATHROOM AND ALL ASSOCIATED PIPING (R) SAN RISER 1 (R)S REMOVE RISERS AND DRINKING FOUNTAIN (R) DRINKING FOUNTAIN CLINIC FAC. OFFICE 158A SEMINAR ROOM 146 CLINIC DIR. OFFICE 158 CLINIC FAC. OFFICE 158B CLINIC STUDENT OFFICE 159 CLINIC STUDENT OFFICE 157 CLINIC FAC. OFFICE 154 CLINIC DIR. OFFICE 152 CLINIC FAC. OFFICE 150 CLINIC SUPPORT OFFICE 148 CLINIC STUDENT OFFICE 155 CLINIC STUDENT OFFICE 153 CLINIC FAC. OFFICE 151 CLINIC FAC. OFFICE 149 CLINIC CONFERENCE ROOM 147 STUDENT SERV. ASSIT. DEAN PUB. SERV. 145 STUDENT SERV. CORNELL JLPP 143 STUDENT SERV. CAREER OFF. 144 STUD SERV. ASSIT. DEAN CAREER SERV. 144A SEMINAR ROOM 146A STUDENT SERV. ASSOC. DIR. CAR. SERV. 141 STUDENT SERV. STUD. OFF. 139 STUDENT SERV. STUD. OFF. 137 STUDENT SERV. MOOT COURT BD. 135 STUDENT SERV. CU LAW REVIEW 133 STUDENT SERV. DIR. CAREER SERV. 142 STUDENT SERV CAREER SERV ASSOC. DIR 140 STUDENT SERV. STUD. EVENTS COORD. 138 STUDENT SERV. STUD. OFF. 136 STUDENT SERV. CU LAW REVIEW 134 STUDENT SERV. STOR. 131 STUDENT SERV. CLR. 129 STUDENT SERV. JOURNAL STAFF OFF. 127 STUDENT SERV. STUD. OFF. 128 STUDENT SERV. STUD. OFF. 128 STOR. 130D STUDENT SERV. OFF. 130A STUDENT SERV. OFF. 130B STUDENT SERV. OFF. 130C STUDENT SERV. INT'L LAW JOUR. 130 STUDENT SERV. CORNELL LAW REVIEW 132 STUDENT SERV. STOR. REG. 125 JAN / ELEC 10061 STAIR 3 10003 CLOSET 10065 CORRIDOR 10039 CLOSET 10060 STAIR 1 10001 ELEV 10070 CORRIDOR 10050 RESTROOM 10021 RESTROOM 10020 STAIR 2 10002 CORRIDOR 10047 CORRIDOR 10048 CORRIDOR 10049 CLOS. 144B CLOS. 135A OFFICE 157 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. PD105 PLUMBING DEMOLITION PLAN - LEVEL 1 1/8" = 1'-0"PD105 1 PLUMBING DEMOLITION PLAN - LEVEL 1 DEMOLITION NOTES: ALL PLUMBING PIPING SHOWN AS BEING DEMOLISHED SHALL NOT AFFECT PUMBING SERVICES TO OTHER PARTS OF THE BUILDING. IF PLUMBING SYSTEM DRAINING IS REQUIRED, NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER ALL PLUMBING PIPING IS TO BE REMOVED THROUGHOUT THE WORK AREA, UNLESS NOTED AS EXISTING TO REMAIN. COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR DOMESTIC COLD AND HOT WATER DURING PHASE 1 AND PHASE 2. 1. 2. 3. 4. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 2 (E)S (R) SAN RISER (R) DRINKING FOUNTAIN ADMINISTRATION DIR. H.R. 257A ADMINISTRATION ADMIN. STAFF OFF. 257 ADMINISTRATION ASSOC. DEAN ADMIN. & FIN. 257B ADMINISTRATION DIR. FIN. SERVICES 257C ADMIN HR/PAYROLL COORDINATOR 255 FACULTY OFFICE 253 ADMINISTRATION CONF. RM. 249 FACULTY SUPPORT FAC. SEC. (2) 244 FACULTY OFFICE 242 FACULTY OFFICE 240 ADMINISTRATION ASSOC. DIR. ADMIN. 232 MECHANICAL ROOM 20068 FACULTY / VISITING FACULTY OFFICE 237 FACULTY / VISITING FACULTY OFFICE 238 AVON DIRECTOR 248 AVON FELLOWS 250 ADJUNCT FACULTY OFFICE 252 FACULTY / VISITING FACULTY OFFICE 235 FACULTY / VISITING FACULTY OFFICE 236 FACULTY / VISITING FACULTY OFFICE 234 ADMINISTRATION COPY RM. 228 ADMISSIONS ASSOC. DEAN 226C ADMISSIONS 226B ADMISSIONS ASSOC. DIR. 226A ADMISSIONS WAITING 226 ADMINISTRATION MAIL. RM. 225 ADMINISTRATION STAFF FOOD LOUNGE 227 ADMINISTRATION STAFF TV LOUNGE 230 ADMINISTRATION STOR. 230A FINANCIAL AID DIR. OFFICE 229 JAN / ELEC 20060 MECHANICAL ROOM 20067 MECHANICAL ROOM 20066 CORRIDOR 20048 CORRIDOR 20049 CORRIDOR 20047 STAIR 2 20002 ELEV 20070 STAIR 1 20001 MECH. 20069 OIT 259 STAIR 3 20003 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. PD106 PLUMBING DEMOLITION PLAN - LEVEL 2 1/8" = 1'-0"PD106 1 PLUMBING DEMOLITION PLAN - LEVEL 2 DEMOLITION NOTES: ALL PLUMBING PIPING SHOWN AS BEING DEMOLISHED SHALL NOT AFFECT PUMBING SERVICES TO OTHER PARTS OF THE BUILDING. IF PLUMBING SYSTEM DRAINING IS REQUIRED, NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER ALL PLUMBING PIPING IS TO BE REMOVED THROUGHOUT THE WORK AREA, UNLESS NOTED AS EXISTING TO REMAIN. COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR DOMESTIC COLD AND HOT WATER DURING PHASE 1 AND PHASE 2. 1. 2. 3. 4. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 1 (E)S 2 (E)S (E) VENT THROUGH ROOF TO REMAIN (E) VENT THROUGH ROOF TO REMAIN 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. PD107 PLUMBING DEMOLITION PLAN - ATTIC 1/8" = 1'-0"PD107 1 PLUMBING DEMOLITION PLAN - ATTIC DEMOLITION NOTES: ALL PLUMBING PIPING SHOWN AS BEING DEMOLISHED SHALL NOT AFFECT PUMBING SERVICES TO OTHER PARTS OF THE BUILDING. IF PLUMBING SYSTEM DRAINING IS REQUIRED, NOTIFY THE UNIVERSITY AND THE DESIGN ENGINEER ALL PLUMBING PIPING IS TO BE REMOVED THROUGHOUT THE WORK AREA, UNLESS NOTED AS EXISTING TO REMAIN. COORDINATE WITH PHASING PLANS ON ARCHITECTURAL SHEETS G003, G004, AND G005 UTILITY SHUTDOWNS REQUIRED FOR DOMESTIC COLD AND HOT WATER DURING PHASE 1 AND PHASE 2. 1. 2. 3. 4. No. Date Revision DN FD FD 1 2 3 A.1 B C D (E) 6" SAN SERVICE BELOW SLAB TO REMAIN. (E) RISE ABOVE LL3 FLOOR SLAB. SEE LEVEL LL2 PLAN FOR CONTINUATION. 1/2" DCW (E) ELEVATOR SUMP PUMP TO REMAINTIE (N) 4" SAN SERVICE INTO (E) 4" SAN UNDER SLAB 1 (N)S (E) FCO (E) FCO (E) FCO (E) FLOOR DRAIN STUDENT OFFICER 3L58E STUDENT OFFICER 3L58G STUDENT OFFICER 3L58H STUDENT OFFICER 3L58J STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58D STUDENT OFFICER 3L58C STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A STAIR 1 3L0001 SERVICE 3L0062 SERVICE 3L0066 SERVICE 3L0065 SERVICE 3L0063 SERVICE 3L0068 ELEV LOBBY 3L0042 MACHINE ROOM 3L0060 ELEV. 3L0070 JC 3L0061 (E) BATHROOM TO REMAIN DF 1 JS 1 2 (E)S 2 (E)DHW 2 (E)DCW 1 1/2" SAN 1 1/2" V IN CEILING 1-1/2" V UP 4" SAN AIR GAP FITTING FOR SPRINKLER SYSTEM MAIN DRAIN - SEE DETAIL ON P701 1 2 3 4.2 5.1 6 7.2 A.1 B C D E F G J K.2 3 (E)S 4"1 (N)S (E) RWC TO REMAIN BELOW LL1 SLAB. SEE LL1 PLAN FOR CONTINUATION (E) DROP TO BELOW LL3 FLOOR SLAB P401 2 P401 1 1-1/4" 1 DCW 1 DHW 1 DHWR 3/4"3/4" UP EDITORS 2L58D EDITORS 2L58C EDITORS 2L58B OFFICE 2L46A ELEVATOR VESTIBULE 2L0041 JLPP READING ROOM 2L46 JLPP CONFERENCE ROOM 2L46B STAIR 1 2L0001 STG 2L58A JC 2L0061 ELEV. 2L0070 2L39 LII BULLETIN OFFICE 2L37 IDF 2L35 STAIR 2 2L0002 OFFICE 2L30C OFFICE 2L30B SHARED OFFICE 2L30A MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 STG 2L0067 STG 2L0069 STG 2L34 L 1 L 1 WC 1 WC 1 (TYP 2) (TYP 2) (TYP 2) DF 1 FD 1 FD 1 JS 1 2 (E)S 2 (E)DHW 2 (E)DCW 1 1/2" V 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P301 PLUMBING NEW WORK PLAN - LEVELS LL3 AND LL2 1/8" = 1'-0"P301 1 PLUMBING NEW WORK PLAN - LEVEL LL3 1/8" = 1'-0"P301 2 PLUMBING NEW WORK PLAN - LEVEL LL2 PHASING NOTES: 1.PHASE 2 AREAS ABOVE WILL BE OCCUPIED DURING CONSTRUCTION. COORDINATE WITH OWNER WHEN TIE-INS TO EXISTING RISERS CAN OCCUR WHICH REQUIRE SHUTTING DOWN BATHROOMS ON UPPER LEVELS. No. Date Revision FDFDFD1234.25.167.28910111213A.1BCDEFGJK.23(E)S(E) 8" SAN SERVICETO REMAIN(E) 3" DCW(E) 4" DCW1-1/2"(E) 3" DCW(E) 2" DHW(E) 3/4" DHWR(E) 4" SANSAN BELOW FLOOR4"1(N)SDCW, DHW, DHWR EXTENDS TO HEATEXCHANGER, PUMP, AND DOMESTICWATER SERVICE IN MECH ROOMP4013P4014P4015P40161DCW1DHW1DHWR3/4"3/4"1-1/4"1DCW1DHW1DHWR3/4"3/4"UPDOWN1-1/4" DCW3/4" DHW3/4" DHWRDIR. PROGRAMADMISSIONSL58ASSIST. DEANL56DIRECTORL54FLEX OFFICEL52STGL46AIGLS AND CLARKE.A. RECEPTIONL46VISITINGSCHOLARLOUNGE /WORKSPACEL46BEXEC DIRL44CORRIDORL0041ASSIST. DIR.L57IGLS OFFICEL55ASSOC DEANL53STAIR 1L0001POST DOCL42ELEV.L0070JCL0061CONFERENCEL39MEN'SRESTROOML0021STGL0069STGL0067WOMEN'SRESTROOML0022STAIR 2L0002FLEX OFFICEL33FLEX OFFICEL31FLEX OFFICEL29CORRIDORL0041WORKROOML30GENDERNEUTRAL TOILETL0023EVENT ROOML28DININGL24CORRIDORL0041MECH ROOML0065L1L1(TYP 2)(TYP 2)FD1WC1(TYP 2)FD1L2WC1FD1JS12(E)S2(E)DHW2(E)DCW1/2" DHWR1/2" DHW1" DCW1 1/2" VSHUT-OFF VALVESAND DRAINSSHUT-OFF VALVESAND DRAINS150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.P303PLUMBING NEWWORK PLAN - LEVELLL1 1/8" = 1'-0"P3031PLUMBING NEW WORK PLAN - LEVEL LL1PHASING NOTES:1.PHASE 2 AREAS ABOVE WILL BE OCCUPIED DURING CONSTRUCTION. COORDINATE WITH OWNER WHEN TIE-INS TOEXISTING RISERS CAN OCCUR WHICH REQUIRE SHUTTING DOWN BATHROOMS ON UPPER LEVELS.No. Date Revision2 07/18/2016 Addendum 52 FD 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 3 S CONNECT TO (E) RISER DOWN AND OFFSET ABOVE CEILING BELOW (UP) 3 (E)S (DN) 4"1 (N)S P402 1 P402 2 1-1/2" 1 DCW 1 DHW 1 DHWR 3/4"3/4" DOWN 3 V 1-1/4" 1 DCW 1 DHW 1 DHWR 3/4"3/4" UP DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E RECEPTION / ADMIN. G58BUDGET G58B PAYROLL G58A MEETING ROOM G52 WORKROOM G50 COMMUNICATIONS G46 ELEVATOR VESTIBULE G0041 ELEV. G0070 JC G0061 STAIR 1 G0001 CONF. ROOM G39 STAIR 2 G0002 VESTIBULE G0045 WOMEN'S RESTROOM G0021 ENCLOSED LOGGIA G0041 SPD ASST. DEAN G33 SPD ADMIN G31 MEETING ROOM G34 OFFICE G28N OFFICE G28P MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S RECEPTION ENTRY G28 MEETING ROOM G26 STAIR 3 G0003 ELEVATOR G0041 ELEC. G0063 JC G0081 SERVICE G0080 ELEVATOR G0071 SERVICE G0062 STAIR G0004 SVC G38 JC G0065 SERVICE G35 WORK STUDY G28B LEADERSHIP GIFT OFFICER G28C STG G28A SHAFT G34 ASST DIR ANNUAL FUNDING G28D MAJOR GIFT OFFICER G28F MAJOR GIFT OFFICER G28G PROGRAM OFFICER G28H DIRECTOR ANNUAL FUND G28J DIRECTOR ALUM AFFAIRS G28K EXEC. ASST. TO ASSOC. DEAN G28L ASSOC. DEAN G28M SEMINAR ROOM G29 RECEPTION ENTRY G28 DF 1 L 1 WC 1 FD 1 (TYP 2) (TYP 3) PHASE 1 PHASE 2 JS 1 2 (E)S 2 (E)DHW 2 (E)DCW 1 1/4" DCW 3/4" DHW 3/4" DHWR 1/2" DCW 1/2" DCW UP TO DRINKING FOUNTAIN 1 1/2" V 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P304 PLUMBING NEW WORK PLAN - LEVEL G 1/8" = 1'-0"P304 1 PLUMBING NEW WORK PLAN - GROUND FLOOR PHASING NOTES: 1.PHASE 2 AREAS ABOVE WILL BE OCCUPIED DURING CONSTRUCTION. COORDINATE WITH OWNER WHEN TIE-INS TO EXISTING RISERS CAN OCCUR WHICH REQUIRE SHUTTING DOWN BATHROOMS ON UPPER LEVELS. No. Date Revision FD FD 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 3 S 4"1 (N)S P402 3 P402 4 1-1/4" 1 DCW 1 DHW 1 DHWR 3/4"3/4" DOWN BELOW SLAB CLINICS OFFICE 158 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 157 CLINICS OFFICE 155 CLINICS OFFICE 156 STAIR 1 10001 RESTROOM 10020 RESTROOM 10021 CLINICS OFFICE 152 CLINICS OFFICE 150 CLINICS WORKROOM 146 ELEVATOR VESTIBULE 10041 CLINICS OFFICE 144 JC 10061 ELEVATOR 10070 CLINICS OFFICE 142 CLINICS OFFICE 139 CLINICS OFFICE 137 CLINICS OFFICE 138 STAIR 2 10002 WAITING 136 CLINICS RECEPTION & ADMINISTRATION 133 MEETING ROOM 134 IDF 128K C.S. INTERVIEW 132 C.S. INTERVIEW 130 C.S. INTERVIEW 128M WAITING 136 C.S. INTERVIEW 128N LOUNGE 127 STORAGE 128A WORKROOM STORAGE DEAN OF STUD. 126A STG 126J SHARED CONFERENCE ROOM 128B THERAPY DEAN OF STUD. 126B ACADEMIC COUNSEL DEAN OF STUD. 126C EVENTS COORD. DEAN OF STUD. 126E ASSIST. DEAN STUDENTS 126F OPS ADMIN 128C OPS ASSIST DEAN 128D ASSIST DIR 128E ASSOC DEAN 128G DIR. INTER. 128H DIRECTOR 128J SEMINAR ROOM 129 STAIR 3 10003 WC 1 U 1 FD 1 L 2 L 2 FD 1 WC 1 DF 1 JS 1 2 (E)S 2 (E)DHW 2 (E)DCW 1/2" DCW UP FROM BELOW 1-1/2" V DN 4" V UP (E) ROOF DRAIN TO REMAIN (TYPICAL) 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P305 PLUMBING NEW WORK PLAN - LEVEL 1 1/8" = 1'-0"P305 1 PLUMBING NEW WORK PLAN - LEVEL 1 PHASING NOTES: 1. COORDINATE ANY NECCESSARY SHUT-DOWNS TO OCCUPIED AREAS WITH OWNER 2. INSTALL PIPING ABOVE CEILING BELOW IN PHASE 1. CONTINUES ABOVE FLOOR IN PHASE 2. No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 3 S MECH ATTIC 1 20069 CIT 258 STAIR 1 20001 CORRIDOR 20041 LAWYERING OFFICE 256A LAWYERING RECEPTION 256 LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 JC 20061 ELEV. 20070 TENURED FACULTY OFFICE 250 TENURED FACULTY OFFICE 246 STAIR 2 20002 MEETING ROOM 244 CORRIDOR 20041 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 MECHANICAL 20068 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 237 COPY ROOM 229 ADJUNCT FACULTY OFFICE 231 TENURED FACULTY OFFICE 233 TENURED FACULTY OFFICE 232 ADJUNCT FACULTY OFFICE 230 CORRIDOR 20041 MAIL 228 STAFF FOOD LOUNGE 226 FACULTY LOUNGE 227 STAIR 3 20003 CLOSET 227A MECHANICAL 20025 MECH SHAFT 20063 3/4" DCW FILL FOR RUN- AROUND ENERGY RECOVERY HYDRONIC SYSTEM. ALTERNATE #2. (E) JANITOR'S SINK 2 (E)S 2 (E)DHW 2 (E)DCW 3/4" DCW DN 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P306 PLUMBING NEW WORK PLAN - LEVEL 2 1/8" = 1'-0"P306 1 PLUMBING NEW WORK PLAN - LEVEL 2 PHASING NOTES: 1. COORDINATE ANY NECCESSARY SHUT-DOWNS TO OCCUPIED AREAS WITH OWNER No. Date Revision 1 2 3 4.2 5.1 6 7.2 8 9 10 11 12 13 A.1 B C D E F G H J K.2 2 (E)S 1 (E)S 3 S (E) VENT THROUGH ROOF TO REMAIN (E) VENT THROUGH ROOF TO REMAIN CONNECT TO EXISTING VENT THROUGH ROOF IN ATTIC 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P307 PLUMBING NEW WORK PLAN - ATTIC 1/8" = 1'-0"P307 1 PLUMBING NEW WORK PLAN - ATTIC No. Date Revision FDFDFDFDFDFDFDFDFDFD4.25.16DEFMEN'SRESTROOM2L0021WOMEN'SRESTROOM2L0022JC2L0061WC1L1(TYP 2)(TYP 2)DF11(TYP 2)WC1U12211-1/4"1DCW1DHW1DHWR3/4"3/4"UPPROVIDE VALVESAND DRAINS ATBASE OF RISEFD1FD1L1JS12(E)DHW2(E)DCW3/4" DHWR3/4" DHW3/4" DCW3/4" DHWR3/4" DHW3/4" DCW1/2" DCWSHOCK ABSORBER4.25.16DEFMEN'SRESTROOM2L0021WOMEN'SRESTROOM2L0022JC2L00613(E)S2(E)S(TYP 2)(TYP 2)(TYP 2)JS1WC1L1DF1WC1U1FD1FD1L12" SAN2" SAN2" SAN2" SAN2" SAN4" SAN1 1/2" SAN2" SAN4" V UP2" V UP2" VIN CEILINGIN CEILING2" VWCO5.167.2DEFMEN'SRESTROOML0021JCL0061WOMEN'SRESTROOML0022L1WC1L1(TYP 2)(TYP 2)DF11(TYP 2)WC1U1211DCW1DHW1DHWRDOWN1DCW1DHW1DHWRUPFD11-1/2"3/4"3/4"1-1/4"3/4"3/4"2FD1JS12(E)DHW2(E)DCW(E) 1" DCW(E) 1" DHW1 1/2" DCW1" DHW3/4" DHWR3/4" DHWR3/4" DHW3/4" DCW3/4" DHW3/4" DHWR3/4" DCWDOWNSHOCKABSORBER5.167.2DEFMEN'SRESTROOML0021WOMEN'SRESTROOML0022JCL00613(E)S(TYP 2)(TYP 2)(TYP 2)2(E)SWC1L1DF1WC1U1FD1FD1L1JS12" SAN2" SAN4" SAN1 1/2" SAN2" SAN2" SAN2" SAN2" SAN2" V2" V2" V UP TO CEILING4” V FROM BELOW.OFFSETS IN CEILING.4" V4” V UP TO FLOOR ABOVE2" VIN CEILING2" V UP2" VIN CEILING1 1/2" V4" V2" VFROML0025FCOWCO6JWC1L212FD1GENDERNEUTRAL TOILETL00231/2" DHWR1/2" DHW1" DCWSHOCKABSORBER6JWC1L2FD1GENDERNEUTRAL TOILETL00234" SAN2" SAN4" SANWALL CARRIERUNDER FLOORSANITARY LINE2" SAN2" V2" VIN CEILING150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.P401PLUMBING PARTIALPLANS 1/4" = 1'-0"P4011PLUMBING NEW WORK PARTIAL DOMESTIC PLAN - LEVEL LL2 1/4" = 1'-0"P4012PLUMBING NEW WORK PARTIAL SANITARY PLAN - LEVEL LL2 1/4" = 1'-0"P4013PLUMBING NEW WORK PARTIAL DOMESTIC PLAN - LEVEL LL1 1/4" = 1'-0"P4014PLUMBING NEW WORK PARTIAL SANITARY PLAN - LEVEL LL1 1/4" = 1'-0"P4015PLUMBING NEW WORK PARTIAL DOMESTIC PLAN 2 - LEVEL LL1 1/4" = 1'-0"P4016PLUMBING NEW WORK PARTIAL SANITARY PLAN 2 - LEVEL LL112ASSE 1070 MIXING VALVETRAP PRIMER12ASSE 1070 MIXING VALVETRAP PRIMER12ASSE 1070 MIXING VALVETRAP PRIMERNo. Date Revision2 07/18/2016 Addendum 522 FD FD FD FD FD FD 5.1 6 7.2 D (TYP 2) (TYP 3) 1-1/2" 1 DCW 1 DHW 1 DHWR 3/4"3/4" DOWN 2 1 WOMEN'S RESTROOM G0021 JC G0061 L 1 WC 1 JS 1 2 (E)DHW 2 (E)DCW FD 1CONT TO RISERS UP. SEE 1/8" PLAN. CONT TO DRINKING FOUNTAIN. SEE 1/8" PLAN. 1/2" DCW 1 1/4" DCW1" DCW 1" DCW 3/4" DHWR3/4" DHW3/4" DHW 3/4" DHWR 3/4" DCW SHOCK ABSORBER 5.1 6 7.2 D 3 S CONNECT TO (E) RISER DOWN AND OFFSET ABOVE CEILING BELOW 2 (E)S (UP) 3 (E)S (DN) (TYP 2) (TYP 3) WOMEN'S RESTROOM G0021JS 1 2 1L 1 WC 1 2" SAN 2" SAN 2" SAN 4" SAN FCO WCO 4" SAN IN CEILING 4" V 4" V 4" V 2" V 4” V UP IN CEILING 4” V UP 3 4.2 B C D L 2 WC 1 U 1 JS 1 L 2 WC 1 1 2 1 2 FD 1 JC 10061 RESTROOM 10020 RESTROOM 10021 1-1/4" 1 DCW 1 DHW 1 DHWR 3/4"3/4" DOWN 3/4" DCW UP TO ENERGY RECOVERY SYSTEM FILL 3/4" DCW 1" DCW 1/2" DCW 3/4" DHWR 1/2" DHW 1/2" DCW1" DCW1/2" DHW3/4" DHWR1/2" DCW 1/2" DHW 1 1/4" DCW 3/4" DHW 3/4" DCW 3/4" DHWR 1" DCW SHOCK ABSORBER SHOCK ABSORBER 3 4.2 B C D 2 (E)S 4"1 (N)S L 2 WC 1 U 1 JS 1 L 2 WC 1 FD 1 FD 1 BELOW SLAB RESTROOM 10021 RESTROOM 10020 JC 10061 4" SAN 4" SAN 2" SAN WCO 4" V IN CEILING 2" V 4" V 4" V 2" V 4" V 2" V 4" V 4” V UP THROUGH ROOF 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P402 PLUMBING PARTIAL PLANS 1/4" = 1'-0"P402 1 PLUMBING NEW WORK PARTIAL DOMESTIC PLAN - GROUND FLOOR 1/4" = 1'-0"P402 2 PLUMBING NEW WORK PARTIAL SANITARY PLAN - GROUND FLOOR 1/4" = 1'-0"P402 3 PLUMBING NEW WORK PARTIAL DOMESTIC PLAN - LEVEL 1 1/4" = 1'-0"P402 4 PLUMBING NEW WORK PARTIAL SANITARY PLAN - LEVEL 1 1 2ASSE 1070 MIXING VALVE TRAP PRIMER 1 2ASSE 1070 MIXING VALVE TRAP PRIMER No. Date Revision LL2 LL1 GROUND LL3 LEVEL 1 LEVEL 2 (E) 8" SAN WC 1 L 2 L 1 L 1 WC 1 U 1 FD 1 FD 1 WC 1 WC 1 L 1 L 1 JS 1 JS 1 JS 1 DF 1 L 1 L 1 WC 1 U 1 FD 1 FD 1 WC 1 WC 1 L 1 L 1 DF 1 DF 1 WC 1 WC 1 FD 1 L 1 L 1 WC 1 JS 1 JS 1 FD 1 (E)S 3 SANITARY DRAINAGE FIXTURE UNIT SCHEDULE FIXTURE TYPE DRAINAGE DFU LOAD WATER CLOSET LAVATORY WATER COOLER 4.0 1.0 0.5 SINK 2.0 JANITOR SINK 2.0 FLOOR DRAIN 3.0 TO SAN MAIN (N)S 1 (E)S 2 (E) 6" SAN DF 1 WC 1 L 1 FD 1 WC 1 L 1 4" 4" 4" 4" 4" 4" (E) ELEVATOR SUMP S 3 4" V 3 2" SAN 4" SAN 4" SAN 2" SAN 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN 1-1/2” V 4” V 4” V 2” V4” V 4” V 4” V 2” V LL2 LL1 GROUND DOMESTIC WATER SUPPLY FIXTURE UNIT SCHEDULE FIXTURE TYPE COLD WATER SFU LOAD HOT WATER SFU LOAD WATER CLOSET LAVATORY DRINKING FOUNTAIN 10.0 1.5 1.5 - 0.25 - JANITOR SINK 2.25 2.25 LL3 LEVEL 1 LEVEL 2 (E) 3" DCW 1" DCW (18 WFSU) 3/4" DHW (3 WFSU) 3/4" DHWR 1" DCW (11.5 WSFU) 1/2" DHW (1.5 WSFU) 1/2" DHWR WC 1 L 2 L 1 L 1 WC 1 U 1 TP 1 TP 1 WC 1 WC 1 L 1 L 1 JS 1 JS 1 JS 1 DF 1 L 1 L 1 WC 1 U 1 TP 1 TP 1 WC 1 WC 1 L 1 L 1 DF 1 DF 1 WC 1 WC 1 TP 1 L 1 L 1 WC 1 JS 1 JS 1 TP 1 WC 1 L 1 TP 1 WC 1 L 1 (E) 2" DHW (E) 3/4" DHWR 1-1/4" DCW (41.25 WFSU) 3/4" DHW (6 WFSU) 3/4" DHWR 1-1/2" DCW (61.5 WFSU) 3/4" DHW (6 WFSU) 3/4" DHWR 1-1/4" DCW (28 WFSU) 3/4" DHW (3 WFSU) 3/4" DHWR 1-1/4" DCW (33 WFSU) 3/4" DHW (3 WFSU) 3/4" DHWR 1-1/4" DCW (23.25 WFSU) 3/4" DHW (3 WFSU) 3/4" DHWR 2 (E)DHW 2 (E)DCW 1 DHW 1 DHWR 1 DCW (E) 3/4" DHW (E) 3/4" DCW (E) 3/4" DHW (E) 3/4" DCW (E) 3/4" DHW (E) 3/4" DCW (E) 3/4" DHW (E) 3/4" DCW DF 1 DF 1 U 1 3/4" DCW FILL TO GLYCOL RUN-AROUND COILS URINAL 5.0 - 1-1/2" DCW (84.75 WFSU) 1" DHW (18 WFSU) 3/4" DHWR 1/2" DCW (0.5 WFSU) PROVIDE VALVES AND DRAINS AT BASE OF RISER VALVES & DRAINS VALVES & DRAINS SHOCK ABSORBER SHOCK ABSORBERSHOCK ABSORBER SHOCK ABSORBER SHOCK ABSORBER SHOCK ABSORBER 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P601 PLUMBING RISER DIAGRAM 12" = 1'-0"P601 1 PLUMBING SANITARY RISER 12" = 1'-0"P601 2 PLUMBING DOMESTIC RISER No. Date Revision PLUMBING FIXTURE SCHEDULE SIZE CONNECTION AMERICAN STANDARD "AFWALL MILLENIUM" (2856.111) BASIS OF DESIGN MANUFACTURER AND MODEL WALL-MOUNTED ELONGATED WATER CLOSET MANUAL FLUSH TAG FIXTURE WALL-MOUNTED BACK-OUTLET MOUNTING AND OUTLET VITREOUS CHINA ASME A112.19.2M ADA APPLICABLE STANDARD MATERIAL 1"15" ADA 17"-19"4"26"x14"x15" DIMENSIONS CWTRAP RIM HEIGHT DESIGN CONSUMPTION: 1.1 GPF PRESSURE RANGE 20-125 PSI STATIC DIRECT-FED SIPHON JET FLUSH ACTION. COLOR: WHITE BOLT CAPS BASIS 1. MANUAL FLUSH VALVE: AMERICAN STANDARD MODEL 6047.111.002 EXPOSED CHROME PLATED W/ ADA COMPLIANT NON-HOLD OPEN HANDLE. 2. SEATS: "OLSONITE" , "BEMIS" OR "CHURCH" OPEN FRONT, LESS COVER, COMMERCIAL GRADE W/CHECK HINGE. 3. TRAP PRIMER: CONNECTION AS REQUIRED. 4. SUPPLY: CHROME PLATED BRASS, 1-1/2"TOP INLET SPUD. 5. CARRIER: J.R. SMITH (SINGLE OR BACK-TO-BACK) FAUCETS, FITTINGS AND ACCESSORIES - HW WC-1 VITREOUS CHINA WALL MOUNTED BOTTOM-OUTLET COUNTERTOPSEE ARCH DRAWINGS 18"x12-3/4"x12-3/4" 1. MANUAL FLUSH-VALVE: AMERICAN STANDARD MODEL 6045.013-002 EXPOSED CHROME PLATED W/ ADA COMPLIANT NON-HOLD-OPEN HANDLE. 3. TRAP PRIMER: CONNECTION AS REQUIRED. 4. SUPPLY: CHROME-PLATED, 3/4"TOP INLET SPUD 5. CARRIER: J.R. SMITH CONCEALED TYPE. 17" SEE ARCH. ELEVATIONS 1-1/2"-3/4" DESIGN CONSUMPTION: 0.125 GPF PRESSURE RANGE 20-125 PSI SIPHON JET FLUSH ACTION COLOR: WHITE ASME A112.19.2M AMERICAN STANDARD "MAYBROOK"(6581.001EC) URINAL MANUAL FLUSHU-1 32" ADA 34"1-1/4"1/2"1/2"LAVATORY ASME A112.19.2M FAUCET ASME A112.18.1M 0.5 GPM FLOW RATESEE ARCH DRAWINGS INTEGRAL SOLID- SURFACE SINK BY GCL-1 JS-1 2"3/4"3/4" ELKAY MODEL LZWS-LRPBM28K HIGH/LOW BOWLS WITH CHILLER/FILTER AND BOTTLE FILLER STAINLESS STEEL TYPE 304 18 GAUGE MIN SATIN FINISH 1. SELF CONTAINED COOLER, FILTER UNIT, AND WATER FOUNTAIN UNIT, DOUBLE BOWL, BOTTLE FILLING STATION, WITH FRONT ACCESS PANEL. 2. COOLER SIZED FOR 8 GPH OF 50F DRINKING WATER 3. PUSH BUTTON OPERATION, 5 YEAR WARRANTY ON THE CHILLER. 4. AT THE COMPLETION OF CONSTRUCTION, THE PLUMBING CONTRACTOR IS TO PROVIDE (2) SPARE FILTER CARTRIDGES TO THE BUILDING OWNER. DRINKING FOUNTAIN ANSI 61 WALL MOUNTED WITH FRONT ACCESS PANEL 38.5" WIDEx55" TALLx 12" DEEP 27" ADA LOW BOWL, 34" HIGH BOWL DF-1 MIN PRESSURE: 20 PSI 3/4"3/4" LAVATORYL-2 CARACALLA CA4032 CENTER FAUCET ASME A112.19.2M FAUCET ASME A112.18.1M VITREOUS CHINA WALL-MOUNTED ADA 18.3"x18.3"32" ADA 34"1-1/4"1/2"1/2" 1. FAUCET: AMERICAN STANDARD "MOMENTS SELECTRONIC PROXIMITY" 2506.145 SENSOR CONTROL CENERCET FAUCET WITH LONG-LIFE BATTERY 1070 MIXING VALVE 2. DRAIN: GRID TYPE, POLISHED CHROME, VANDAL RESISTANT. 3. TRAP TYPE: "MCGUIRE" P-TRAP CHROME PLATED CAST BRASS BODY WITH CLEANOUT AND 17" GAUGE TUBULAR WALL BEND. 4. SUPPLY KITS: "MCGUIRE" MODEL 170 5. CARRIER: J.R. SMITH WALL MOUNTED CONCEALED ARM SUPPORT 0.5 GPM FLOW RATE STAINLESS STEEL TYPE 304 14" GAUGE MIN ELKAY MODEL ESSB2520CJANITOR SINK WALL MOUNTED WALL MOUNTED 25"x19-1/2"x12" 1. FAUCET: ELKAY "LK940BR03L2H" WALL MOUNTED TYPE WITH LEVER HANDLES; 3/4" THREADED HOSE END SPOUT, 1/2" INLETS, CHROME PLATED FINISH. 2. TRAP TYPE: "ELKAY" MODEL LK173 ADJUSTABLE P-TRAP 3"CAST IRON ACID RESISTING ENAMELED INSIDE W/ BRASS CLEANOUT PLUG. CHROME PLATED METAL STRAINER, PAINTED OUTSIDE. ASME A112.19.3 FAUCET ASME A112.18.1M SINK KIT PACKAGE WITH ALL ACCESSORIES LISTED. 2.5 GPM FAUCET FLOW RATE 20 GAL. CAPACITY 27" (ON TRAP STAND) 1. FAUCET: AMERICAN STANDARD "MOMENTS SELECTRONIC PROXIMITY" 2506.145 SENSOR CONTROL CENERCET FAUCET WITH LONG-LIFE BATTERY 1070 MIXING VALVE 2. DRAIN: GRID TYPE, POLISHED CHROME, VANDAL RESISTANT. 3. TRAP TYPE: "MCGUIRE" P-TRAP CHROME PLATED CAST BRASS BODY WITH CLEANOUT AND 17" GAUGE TUBULAR WALL BEND. 4. SUPPLY KITS: "MCGUIRE" MODEL 170 5. CARRIER: J.R. SMITH WALL MOUNTED CONCEALED ARM SUPPORT PLUMBING SPECIALTIES SCHEDULE TAG FIXTURE FLOOR DRAIN BASIS OF DESIGN MANUFACTURER AND MODEL APPLICABLE STANDARD BODY MATERIAL COLOR/FINISH OVERALL SIZE ACCESSORIES AND REMARKS OPTIONS FD-1 JOSAM SUPER-FLO SERIES 3000-S ASME A112.21.1M CAST-IRON TWO PIECE WITH FLASHING COLLAR, WEEPHOLES, BOTTOM OUTLET, AND ADJUSTABLE STRAINER HEAD SATIN NICKEL STRAINER 5" SQUARE STRAINER 2" PIPE SIZE 1/2" TRAP PRIMER CONNECTION WHERE INDICATED ON FLOOR PLANS FLOOR CLEANOUTFCO JOSAM MODEL 55000 ASME A112.36.2M CAST-IRON ROUND MEDIUM DUTY WITH INTERNAL ABS CLEANOUT PLUG, ADJUSTABLE HOUSING, SATIN NICKEL FINISH.NICKEL BRONZE 6" DIAMETER WALL CLEANOUTWCO JOSAM MODEL 58790 ASME A112.36.2M CAST-IRON ROUND, CAST-BRONZE TAPER THREAD PLUG, HUB AND SPIGOT OR HUBLESS, TEE FITTING COMPATIBLE WITH PIPING, AND ACCESS COVER STAINLESS STEEL 5-1/2" COVER VANDAL PROOF SCREWS WALL HYDRANT CONCEALED HY-1 BRASS BODY WITH COPPER TUBES CONCEALED INSTALLATION, NON-FREEZE WITH HOSE CONNECTION, INTEGRAL VACUUM BREAKER, "T" KEY OPERATED CHROME FINISH BOX 7.5"x6.5" TP-1 TRAP PRIMER ASSE-1018 BRONZE OR RESISTANT BRASS CHROME PLATED OR ROUGH BRONZE PRECISION PLUMBING PRODUCT MODEL P1-500 AND P2-500 WATER-SUPPLY-FED TYPE, 125 PSI MIN. WORKING PRESSURE, PRESSURE DROP OF 5 TO 10 PSI IS REQUIRED TO ACTIVATE THE PRIMING VALVE. OPERATING RANGE: 35 TO 75 PSI SA-1 SHOCK ABSORBER ASSE-1010 STAINLESS STEEL STAINLESS STEELJOSAM SERIES 75000 BELLOWS TYPE WITH PRESSURIZED CUSHIONING CHAMBER TEMPERATURE RANGE: 100 TO 300 F MAX OPERATING PRESSURE: 125 PSI MAX STATIC PRESSURE: 250 PSI ASSE 1019-B ASSE 1011 WOODFORD MODEL B65 7.5" WALL DEPTH MINIMUM. COORDINATE WITH ARCH DETAILS. 125 PSI MAX PRESSURE OUTLET CONNECTION FLOOR SLAB WATERPROOFING MEMBRANE (WHERE PROVIDED FOR BY ARCHITECT) FINISHED FLOOR DRAIN BODY SEEPAGE OPENINGS FLASHING COLLAR STRAINER HEAD 3/8" DCW TO TRAP PRIMER MANUAL AIR VENT N.C. ASME PRESSURE RELIEF VALVE SET TO REQUIREMENT AT EXPANSION TANK 3/4" INITIAL FILL (BYPASS VALVE) WATTS SERIES 007 BACKFLOW PREVENTER TO PUMP SUCTION PRESSURE REDUCING VALVE SET TO 15 PSI DCW FROM SYSTEM AAV FULL SIZE RELIEF TO FLOOR DRAIN TANGENTIAL AIR SEPARATOR DIAPHRAGM TYPE PRESSURIZED EXPANSION TANK CHARGING VALVE DRAIN VALVE WITH HOSE ADAPTER TO FLOOR DRAIN PIPE TO FLOOR DRAIN BY PLUMBING CONTRACTOR BY MECH CONTRACTOR BY PLUMBING CONTRACTOR BY MECH CONTRACTOR PRESSURE GAUGE STRAINER BALL TYPE SHUTOFF VALVE (TYP) LAVATORY DOWN IN WALL FLOOR FLOOR DRAIN 1/2" TYPE "L" COPPER PRIMER, SAFEWASTE TO TRAP DEEP SEAL TRAP TRAPEZE CHANNEL ASSEMBLY SEE FLOOR PLAN FOR SIZES AND QUANTITY OF PIPES EXPANSION SHIELD PRE INSULATED CLAMP INSERT UNISTRUT STRAP AND LOCKING NUT (TYP) CONCRETE STRUCTURE ABOVE. SEE ARCH DWGS VIBRATION ISOLATOR (WHERE APPLICABLE, REFER TO SPECIFICATIONS) HANGER ROD NPS 2-1/2 NPS 3 NPS 4 NPS 6 NPS 8 NPS 10 MAX. SPAN 11 FEET 12 FEET 14 FEET 17 FEET 19 FEET 20 FEET MIN. ROD SIZE 3/8 INCH 3/8 INCH 1/2 INCH 1/2 INCH 5/8 INCH 3/4 INCH NPS 3/4 NPS 1 NPS 1-1/2 NPS 2 NPS 2-1/2 NPS 3 MAX. SPAN 5 FEET 6 FEET 8 FEET 8 FEET 9 FEET 10 FEET MIN. ROD SIZE 1/4 INCH 1/4 INCH 3/8 INCH 3/8 INCH 3/8 INCH 3/8 INCH INSTALL HANGERS FOR STEEL PIPING WITH THE FOLLOWING MAX SPACING AND MIN. ROD RIZES: INSTALL HANGERS FOR DRAWN-TEMPER COPPER PIPING WITH THE FOLLOWING MAX SPACING AND MIN. ROD RIZES: VAPOR SEAL BUTT JOINT UNISTRUT STRAP AND LOCKING NUT PLAN VIEW - CLAMP INSTALLATION PRE-INSULATED RIGID CLAMP INSERT WITH VAPOR BARRIER (KLO-SHURE OR EQUAL) MULTI-PIPE HANGER SECTION VIEW SINGLE PIPE HANGER SECTION VIEW HANGER SPACING STANDARD ADJUSTABLE CLEVIS HANGER PER SPECIFICATIONS SEE FLOOR PLAN FOR PIPE SIZE EXPANSION SHIELD LOCK NUT SUPPORT NUT HANGER ROD PRE INSULATED CLAMP INSERT VIBRATION ISOLATOR (WHERE APPLICABLE, REFER TO SPECIFICATIONS) CONCRETE STRUCTURE ABOVE. SEE ARCH DWGS USE TRAP SEAL PRIMER FOR INTERNAL USE. NOTES: 1. (INDOOR) AIR GAP FITTING 4" DEEP SEAL CAST IRON "P" TRAP CAST IRON HUB SPRINKLER DRAIN PIPING 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. P701 PLUMBING SCHEDULES AND DETAILS N.T.S.P701 2 FLOOR DRAIN DETAILS N.T.S.P701 4 HVAC MAKEUP WATER DETAIL N.T.S.P701 3 TRAP PRIMER DETAIL N.T.S.P701 1 PIPE SUPPORT DETAIL 12" = 1'-0"P701 5 AIR GAP FITTING DETAIL NOTE: CONTRACTOR SHALL ENTER ALL EQUIPMENT INTO THE UNIVERSITY'S "MAXIMO" INVENTORY SYSTEM. REFER TO FRONT END SPECS No. Date Revision FIRE PROTECTION LEGEND PRE-ACTION FIRE PROTECTION PIPING DRY PIPE FIRE PROTECTION PIPING FIRE DEPARTMENT HOSE CONNECTION FIRE PUMP/FIRE PROTECTION PIPING TOTAL DEVELOPED HEAD(DYNAMIC) PC PLUMBING CONTRACTOR VIF TYP (R) TDH (RL) RPM PRV PSI REVOLUTIONS PER MINUTE EXISTING TO BE RELOCATED EXISTING TO BE REMOVED POUNDS PER SQUARE INCH PRESSURE REDUCING VALVE VERIFY IN FIELD TYPICAL GC PA NTS NO NIC N/A NC SW MIN MAX MC JP HP DP FDHC FP FD DWG (E) EX CLG CONT DN AFF AP JOCKEY PUMP GENERAL CONTRACTOR SAFEWASTE NOT TO SCALE NOT IN CONTRACT NOT APPLICABLE MECHANICAL CONTRACTOR EXISTING TO REMAIN ABOVE FINISHED FLOOR ACCESS PANEL FLOOR DRAIN HORSE POWER NORMALLY OPEN NORMALLY CLOSED CONTINUED MINIMUM MAXIMUM DRAWING EXISTING CEILING DOWN ABBREVIATIONS GATE VALVE W/ TAMPER SWITCHEXISTING TO BE REMOVED EXISTING TO REMAIN CONNECT NEW TO EXISTING NEW WORK EQUIPMENT TAG EQUIPMENT TYPE DESIGNATOR STANDPIPE/SPRINKLER RISER LOCATION FIRE DEPARTMENT SIAMESE CONNECTION FIRE PUMP TEST CONNECTION STANDPIPE HOSE CONNECTION WATER GONG FLOW SWITCH EQUIPMENT NUMBER RISER TYPE BALL VALVE W/ TAMPER SWITCH BUTTERFLY VALVE W/ TAMPER SWITCH PRESSURE GAGE W/ BALL VALVE CHECK VALVE STRAINER SYMBOLS RISER NUMBER T XX X (N)NEW WORK AHJ AUTHORITY HAVING JURISDICTION DSP DRY STANDPIPE HYDRAULIC CALCULATION NODE T T UPRIGHT HEAD EXPOSED PENDANT CONCEALED PENDANT SIDEWALL HEAD XX XX XX F PIPE ANCHOR PIPE GUIDE PIPE CAP PIPE UP PIPE DOWN PIPE DROP PIPE TAKE-OFF UP DOUBLE CHECK VALVE ASSEMBLY OS&Y GATE VALVE VERTICAL VALVE TAMPER SWITCHT FDC FIRE DEPARTMENT CONNECTION COMBINATION SPRINKLER RISER / STANDPIPEXX R/S SPRINKLER RISER ONLY - NO HOSE CONNECTIONSXX R STANDPIPE ONLY - NO SPRINKLERSXX S CUT AND CAP SPRINKLER SCHEDULE SYMBOL TYPE BASIS MANUFACTURER BASIS MODEL #K FACTOR ORIFICE THE VIKING CORPORATION CONCEALED PENDENT MODEL SIN VK 462 5.6 1/2" FINISH WHITE FACTORY PAINTED COVER THE VIKING CORPORATIONUPRIGHT MODEL SIN VK 301 5.6 1/2"NATURAL BRASS THE VIKING CORPORATION CONCEALED SIDEWALL 5.6 1/2"MODEL SIN VK 481 WHITE FACTORY PAINTED COVER TYCO DRY-TYPE SIDEWALL 5.6MODEL TY3355 WHITE FACTORY PAINTED COVERD NOMINAL PIPE SCH 40 STEEL PIPE MAXIMUM DISTANCE BETWEEN HANGERS 12-0 SIZE (in.) 1" N/A 15-012-0 2" 15-0 15-0 6" 15-015-015-0 3" 15-0 5"4" 15-0 8" 15-0 3/4"1 1/4"1 1/2"2 1/2"3 1/2" LIGHT HAZARD ORDINARY HAZARD EXTRA HAZARD HIGH-PILED HAZARD Protection Area ft Spacing (max.) ft 2 Spacing (max.) ft Protection Area ft Protection Area ft Spacing (max.) ft2 2 Spacing (max.) ft Protection Area ft CONSTRUCTION TYPE Noncombustible obstructed and unobstructed and combustible unobstructed 225 15 130 15 100 12 12100 168 15 130 15 100 12 100 12 Combustible obstructed w/ exposed members 3' or more on center Notes: 1. For hydraulically calculated systems only. 2. Additional requirements of NFPA-13 8.6.2.2.1 apply PROTECTION AREAS AND MAXIMUM SPACING (Standard Spray Upright/Standard Spray Pendent) 2 Note: Refer to NFPA-13 table 9.2.2.1(a) FIRE PROTECTION DESIGN INFORMATION OWNER: CORNELL UNIVERSITY, ITHACA, NEW YORK LOCATION: CORNELL LAW SCHOOL: CENTRAL AVENUE SYSTEM TYPE: WET PIPE SPRINKLER SYSTEM, EXISTING DRY SYSTEM IN ATTIC. SPRINKLER DESIGN CRITERIA: 0.15 GPM/SF OVER 1500 SF IN THE MECHANICAL AND ELECTRICAL ROOMS, ORDINARY HAZARD GROUP 1. 0.1 GPM/SF OVER 1,500 SF IN ALL OTHER AREAS, LIGHT HAZARD. 250 GPM HOSE ALLOWANCE FOR ORDINARY HAZARD AND 100 GPM HOSE ALLOWANCE FOR LIGHT HAZARD. WATER SUPPLY INFORMATION: CONTRACTOR TO CONFIRM WITH HYDRANT TEST MODELED WATER SERVICE DATA: HYDRANT HYD L-13 MYRON TAYLOR - WEST SIDE STREET WATER MAIN:104 PSI STATIC 31 PSI FLOWING AT 2309 GPM *FIRE PUMP NOT REQUIRED, FLOW IS ADEQUATE* 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. F001 FIRE PROTECTION COVER SHEET FIRE PROTECTION DRAWING SCHEDULE Sheet Number Sheet Name 100% CD 6/20/2016 F001 FIRE PROTECTION COVER SHEET ● FD101 FIRE PROTECTION DEMOLITION PLAN - LEVELS LL3 AND LL2 ● FD103 FIRE PROTECTION DEMOLITION PLAN - LEVEL LL1 ● FD104 FIRE PROTECTION DEMOLITION PLAN - LEVEL G ● FD105 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 ● FD106 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 ● FD107 FIRE PROTECTION DEMOLITION PLAN - ATTIC ● F301 FIRE PROTECTION NEW WORK PLAN - LEVELS LL3 AND LL2 ● F303 FIRE PROTECTION NEW WORK PLAN - LEVEL LL1 ● F304 FIRE PROTECTION NEW WORK PLAN - LEVEL G ● F305 FIRE PROTECTION NEW WORK PLAN - LEVEL 1 ● F306 FIRE PROTECTION NEW WORK PLAN - LEVEL 2 ● F307 FIRE PROTECTION NEW WORK PLAN - ATTIC ● F601 FIRE PROTECTION RISER DIAGRAM ● F801 FIRE PROTECTION DETAILS ● EXAMINE JOB SITE AND VERIFY ALL SITE CONDITIONS PRIOR TO SIGNING CONTRACT. BRING ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS TO THE ATTENTION OF THE ARCHITECT/ENGINEER. THE DRAWINGS ARE DIAGRAMMATIC. COORDINATE IN THE FIELD, WITH THE ARCHITECT AND WITH ALL TRADES, THE EXACT LOCATION OF HEADS AND PIPING. PERFORM WORK IN ACCORDANCE WITH RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES HAVING JURISDICTION AND BE RESPONSIBLE FOR COMPLIANCE THEREWITH. OBTAIN ALL NECESSARY APPROVALS, PERMITS AND INSPECTIONS. PAY ALL ASSOCIATED FEES. CONTRACTOR’S SHALL MAINTAIN A NOTATED SET OF “AS-BUILT” DRAWINGS ONSITE SHOWING ALL DEVIATIONS FROM THE CONTRACT DRAWINGS AND SHALL TURN THEM OVER TO THE ARCHITECT/ENGINEER UPON SUBSTANTIAL COMPLETION. ALL MATERIALS SHALL BE NEW AND OF COMMERCIAL GRADE AND BEAR THE UNDERWRITER'S LABEL WHERE APPLICABLE. OBTAIN APPROVAL FROM THE BUILDING OWNER'S REPRESENTATIVE PRIOR TO ANY INTERRUPTION OF BUILDING SYSTEMS. COORDINATE ACCEPTABLE WORKING HOURS WITH SAME. 1. 2. 3. 4. 5. 6. 7. GENERAL NOTES: SCHEDULE 10 PIPING REPLACEMENT: 1. EXISTING SCHEDULE 40 MAINS THAT CAN BE REUSED IN THEIR EXISTING LOCATION MAY BE REUSED. 2. ANY SCHEDULE 10 PIPING (ANY SIZE) UNCOVERED DURING CONSTRUCTION SHALL BE REPLACED WITH SCHEDULE 40 3. INCLUDE IN BID A UNIT PRICE IN DOLLARS PER SQUARE FOOT PER NOMINAL PIPE SIZE FOR REPLACEMENT OF SCHEDULE 10 PIPE WITH SCHEDULE 40. UNIT PRICING WILL APPLY TO REPLACE ANY SCHEDULE 10 PIPING SHOWN AS EXISTING TO REMAIN ON THE PLANS. UNIT PRICING WILL ALSO APPLY AS A CREDIT TO THE OWNER FOR ANY PIPING SHOWN AS REPLACED THAT CAN REMAIN. 4. NOTIFY OWNER AND ENGINEER OF ANY SCHEDULE 10 PIPING DISCOVERED PRIOR TO REMOVAL. PHASING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING SHUT-DOWNS WITH OWNER AND PROVIDING FIRE WATCH DURING CONSTRUCTION AS REQUIRED FOR OCCUPIED PORTIONS OF THE BUILDING. REFER TO NOTES ON NEW WORK PLANS. HYDRAULIC CALCULATIONS: 1. HYDRAULIC CALCULATIONS ARE DELEGATED TO THE CONTRACTOR TO ENSURE THAT THE SPRINKLER SYSTEM COMPLIES WITH COVERAGE REQUIREMENTS PER NFPA-13, WITH THE AVAILABLE WATER PRESSURE. 2. THE CONTRACTOR SHALL DETERMINE THE MOST HYDRAULICALLY REMOTE STANDPIPE FOR TESTING, BASED ON HOW THE STANDPIPE SYSTEM IS BEING MODIFIED. INCLUDED IN THE CALCULATIONS FOR TESTING, INCLUDE PRESSURE DROP OF HOSES AS REQUIRED TO DISCHARGE WATER FROM THE TOP OF THE MOST HYDRAULICALLY REMOTE STANDPIPE TO THE NEAREST CATCH BASIN. No. Date Revision 123A.1BCD(R) SCH 10 FPSTANDPIPE/RISER(RL) FLOW SWITCH ANDZONECHECK PUMP. REMOVEAND RE-INSTALL IN EXISTINGLOCATION WITH NEW PIPINGCONNECTIONS(E) FP CONTINUESTO SPRINKLERS ONTHIS FLOORWITHIN THIS BOUNDARY: REMOVE ALLEXISTING SPRINKLERS AND PIPINGWITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAIN1R/SDORM3L05DORM3L04DORM3L03DORM3L02DORM3L01DORM3L06WC3L0020STAIR 13L001JC3L0061ELEV.3L0070MECH3L0060LOUNGE3L0068CORRIDOR3L0048RECEIVING3L0062ELEC3L0068STG3L0067STG3L0068AWC3L0069CORRIDOR3L0046CORRIDOR3L00441234.25.167.2A.1BCDEFGJK.2(R) SCH 10 FPSTANDPIPE/RISER(RL) FLOW SWITCH AND ZONECHECKPUMP FOR INSTALLATION IN SAMELOCATION WITH NEW PIPINGCONTINUES TOSPRINKLERS ONTHIS FLOORCONTINUES TOSPRINKLERS ON THISFLOORWITHIN THIS BOUNDARY: REMOVE ALLEXISTING SPRINKLERS AND PIPINGWITHIN THIS BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN1R/S(R) EXISTINGSTANDPIPE UP0SDORM2L05DORM2L04DORM2L03DORM2L02DORM2L01DORM2L06WC3L0020STAIR 12L001JC2L0061ELEV.2L0070WC2L022DORM2L07DORM2L09DORM2L08KITCHEN2L14CORRIDOR2L0046CORRIDOR2L0044WC2L0021LAUNDRY2L16DORM2L10BWC2L10ADORM2L10DORM2L12WC2L0024DORM2L13DORM2L14DORM2L15STORAGE2L0050STORAGE2L0048STAIR 22L002STORAGE2L16A150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.FD101FIRE PROTECTIONDEMOLITION PLAN -LEVELS LL3 AND LL2 1/8" = 1'-0"FD1011FIRE PROTECTION DEMOLITION PLAN - LEVEL LL3 1/8" = 1'-0"FD1012FIRE PROTECTION DEMOLITION PLAN - LEVEL LL2No. Date Revision 1234.25.167.28910111213A.1BCDEFGJK.2(E) R/S-1 CONTROL VALVEWITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAINWITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAIN(E) FPSTANDPIPE/RISER UPWITHIN THIS BOUNDARY: REMOVEEXISTING SPRINKLERS AND PIPINGFROM FORK & GAVEL FIRE ALARM ZONE(E) 6" FP MAIN SERVINGHUGHES HALL FROMMYRON TAYLOR(R) FDC(R) EXISTING FDC PIPING(R) EXISTING FORK & GAVELFLOW SWITCH(E) CONTROL VALVECONTINUES TO SPRINKLERPIPING IN DINING ROOM TOBE REMOVEDEXISTING SPRINKLERS AND PIPINGWITHIN THIS BOUNDARY TO REMAINCONTINUES TO SPRINKLERS INKITCHEN/SERVERY TO REMAINREMOVE EXISTING BACKFLOW PREVENTER ANDFLOW SWITCH IN FIRE PROTECTION CLOSET.REMOVE DRAINS THROUGH EXTERIOR WALL(R) EXISTINGSTANDPIPE UP/DN(R) EXISTING SCH 10FDC PIPING UP TO FDC(E) EXISTING FP MAIN(R) SCH 10 FPSTANDPIPE/RISER1R/S2R/S0S(R) SPRINKLERS ANDBRANCH PIPING WEST OFCOLUMN LINE 13(R) CONTROL VALVEDORML05DORML04DORML03DORML02DORML01DORML06WCL0020STAIR 1L001JC2L0061ELEV.2L0070WCL022DORML07DORML09DORML08DORML14CORRIDORL0046CORRIDORL0044WCL0021WOMEN'SL0025DORML10BDORML10LOUNGEL12MAILL14STAIR 2L0002GAME ROOML13AMEN'SL0023VESTIBULEL0024DININGL11SERVERYL15KITCHENL16OFFICEL17STORAGEL19ELEVATORSTAIR 3L0003STORAGEL20MECHANICALMECHANICALL0065MECHANICALL0045ELECTRICALL0063ELECTRICALL0064150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.FD103FIRE PROTECTIONDEMOLITION PLAN -LEVEL LL1 1/8" = 1'-0"FD1031FIRE PROTECTION DEMOLITION PLAN - LEVEL LL1No. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(RL) FLOW SWITCH AND ZONECHECKPUMP FOR INSTALLATION IN SAMELOCATION WITH NEW PIPINGCONTINUES TOSPRINKLERS ONTHIS FLOORCONTINUES TO SPRINKLERSON THIS FLOORWITHIN THIS BOUNDARY: REMOVE SPRINKLERSAND FIRE PROTECTION PIPING FED FROM R/S-1(R) SCH 10 FPSTANDPIPE/RISER1R/S(E) FPSTANDPIPE/RISERUP/DN2R/S(R) EXISTINGSTANDPIPE UP/DN0S(E) CONTROL VALVES ANDFLOW SWITCHES TO REMAIN(E) FP MAIN. REMOVE ALL BRANCHLINES SERVING SPRINKLERSWEST OF 13-LINEWITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAIN(R) FDC(R) FP PIPING DOWNWITHIN THIS BOUNDARY:REMOVE SPRINKLERS ANDFIRE PROTECTION PIPINGFED FROM R/S-2WITHIN THIS BOUNDARY: EXISTINGSPRINKLERS AND BRANCH PIPING TO REMAIN.CUT SELECT BRANCH LINES TO PREP FORCONNECTION TO NEW MAINS FROM R/S-1SINGLE DORMG04SINGLE DORMG03SINGLE DORMG02SINGLE DORMG01SINGLE DORMG05SINGLE DORMG06SINGLE DORMG07SINGLE DORMG08SINGLE DORMG09SINGLE DORMG10SINGLE DORMG11WORKROOMG15SINGLE DORMG12SINGLE DORMG13SINGLE DORMG16SINGLE DORMG17SINGLE DORMG18SINGLE DORMG19SEMINARROOMG54ADJUNCT FACOFFICEG59DIR ACADEMICSUPPORTG57ASSIST DEANINTPROGRAMSG55ASSIST DEANGRAD LEGALSTUDIESG53EXECDIRECTORCERIG51CERIG49EXEC DIR.CLARKE FAREASTG47OFFICEG44FLEX OFFICEG46DIR. GRADLEGALSTUDIESOFFICEG50DIR. CLARKEINT LEGALSTUDIESG52WAITINGG40ADMIN ASSISTCLARKE FAREASTG45FILE RMG41STUDENTCLINICSG30STAIR 1G0001RESTROOMG0021RESTROOMG0020BATHROOMG0022BATHROOMG0023STAIR 2G0002STAIR 3G0003ELEV.G0070JAN / ELECG0060CORRIDORG0047CORRIDORG0043CORRIDORG0040CLOSETG0060VESTIBULEG0045VESTIBULEG0050CLOSETG20CLOSETG0062VESTIBULEG0051LOBBYG0049CLOSETG0063ADMIN ASS'TG42GLS ADMINASS'TG43CERIFELLOWSOFFICEG48150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.FD104FIRE PROTECTIONDEMOLITION PLAN -LEVEL G 1/8" = 1'-0"FD1041FIRE PROTECTION DEMOLITION PLAN - LEVEL GNo. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(RL) FLOW SWITCH AND ZONECHECKPUMP FOR INSTALLATION IN SAMELOCATION WITH NEW PIPINGCONTINUES TOSPRINKLERS ONTHIS FLOORCONTINUES TO SPRINKLERSON THIS FLOORWITHIN THE BOUNDARY: EXISTING SPRINKLERSAND PIPING TO REMAIN. FED FROM R/S-1.REMOVE EXISTING SPRINKLERS,BRANCH PIPING, AND MAINS.SPRINKLERS FED FROM R/S-1WITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN.FED FROM R/S-1.WITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN(R) SCH 10 FPSTANDPIPE/RISER1R/S(E) FPSTANDPIPE/RISERUP/DN2R/S(R) EXISTINGSTANDPIPE UP0S(E) CONTROL VALVES ANDFLOW SWITCHES TO REMAIN(E) FP MAIN. REMOVE ALL BRANCHLINES SERVING SPRINKLERS WESTOF 13-LINE/SOUTH OF E-LINEWITHIN THIS BOUNDARY: REMOVEEXISTING SPRINKLERS, BRANCH PIPING,AND MAINS. SPRINKLERS FED FROM R/S-1WITHIN THIS BOUNDARY: REMOVEEXISTING SPRINKLERS, BRANCH PIPING,AND MAINS. SPRINKLERS FED FROM R/S-2CLINIC FAC.OFFICE158ASEMINARROOM146CLINIC DIR.OFFICE158CLINIC FAC.OFFICE158BCLINICSTUDENTOFFICE159CLINICSTUDENTOFFICE157CLINIC FAC.OFFICE154CLINIC DIR.OFFICE152CLINIC FAC.OFFICE150CLINICSUPPORTOFFICE148CLINICSTUDENTOFFICE155CLINICSTUDENTOFFICE153CLINIC FAC.OFFICE151CLINIC FAC.OFFICE149CLINICCONFERENCEROOM147STUDENTSERV.ASSIT. DEANPUB. SERV.145STUDENTSERV.CORNELLJLPP143STUDENTSERV.CAREER OFF.144STUD SERV.ASSIT. DEANCAREERSERV.144ASEMINARROOM146ASTUDENTSERV.ASSOC. DIR.CAR. SERV.141STUDENTSERV.STUD. OFF.139STUDENTSERV.STUD. OFF.137STUDENTSERV.MOOT COURTBD.135STUDENTSERV.CU LAWREVIEW133STUDENTSERV.DIR. CAREERSERV.142STUDENTSERV CAREERSERV ASSOC.DIR140STUDENTSERV.STUD. EVENTSCOORD.138STUDENTSERV.STUD. OFF.136STUDENTSERV.CU LAWREVIEW134STUDENTSERV.STOR.131STUDENTSERV.CLR.129STUDENTSERV.JOURNALSTAFF OFF.127STUDENTSERV.STUD. OFF.128STUDENTSERV.STUD. OFF.128STOR.130DSTUDENTSERV.OFF.130ASTUDENTSERV.OFF.130BSTUDENTSERV.OFF.130CSTUDENTSERV.INT'L LAWJOUR.130STUDENTSERV.CORNELL LAWREVIEW132STUDENTSERV.STOR. REG.125JAN / ELEC10061STAIR 310003CLOSET10065CORRIDOR10039CLOSET10060STAIR 110001ELEV10070CORRIDOR10050RESTROOM10021RESTROOM10020STAIR 210002CORRIDOR10047CORRIDOR10048CORRIDOR10049CLOS.144BCLOS.135AOFFICE157150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.FD105FIRE PROTECTIONDEMOLITION PLAN -LEVEL 1 1/8" = 1'-0"FD1051FIRE PROTECTION DEMOLITION PLAN - LEVEL 1No. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(RL) FLOW SWITCH AND ZONECHECKPUMP FOR INSTALLATION IN SAMELOCATION WITH NEW PIPINGCONTINUES TO SPRINKLERSON THIS FLOORCONTINUES TO SPRINKLERSON THIS FLOOR(R) SCH 10 FPSTANDPIPE/RISER1R/S(E) FPSTANDPIPE/RISERUP/DN2R/S(R) EXISTINGSTANDPIPE DN0SWITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN.FED FROM R/S-1.WITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN.FED FROM R/S-1.WITHIN THE BOUNDARY: REMOVEEXISTING SPRINKLERS, BRANCHPIPING, AND MAINS. FED FROM R/S-1.WITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN.FED FROM DRY SYSTEM IN ATTIC(E) DRY PIPE VALVE, AIRCOMPRESSOR TO REMAIN.(E) FP UP TO ATTICDRY PIPE SYSTEM(E) CONTROL VALVE ANDFLOW SWITCH TO REMAIN(E) FLOW SWITCH TO REMAIN(R) CONNECTION TOSPRINKLERS WEST OFCOLUMN LINE 13CUT AND CAPWITHIN THESE BOUNDARIES: EXISTINGSPRINKLERS PIPING TO REMAIN, WITHMODIFICATIONS AS REQUIRED TO TIE INTOPIPING DOWNSTREAM OF NEW FLOW SWITCH.WITHIN THIS BOUNDARY: REMOVE ALLEXISTING SPRINKLERS AND PIPING.(E) FP CONTINUES TO SPRINKLERSEAST OF COLUMN LINE 13WITHIN THE BOUNDARY: EXISTING SPRINKLERS ANDPIPING TO REMAIN, FED FROM DRY SYSTEM INATTIC. RELOCATE AND/OR ADD HEADS ASREQUIRED TO COORDINATE WITH NEW DUCTWORK.WITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN.FED FROM R/S-1.ADMINISTRATIONDIR. H.R.257AADMINISTRATIONADMIN. STAFFOFF.257ADMINISTRATIONASSOC. DEANADMIN. & FIN.257BADMINISTRATIONDIR. FIN.SERVICES257CADMINHR/PAYROLLCOORDINATOR255FACULTYOFFICE253ADMINISTRATIONCONF. RM.249FACULTYSUPPORTFAC. SEC. (2)244FACULTYOFFICE242FACULTYOFFICE240ADMINISTRATIONASSOC. DIR.ADMIN.232MECHANICALROOM20068FACULTY /VISITINGFACULTYOFFICE237FACULTY /VISITINGFACULTYOFFICE238AVONDIRECTOR248AVONFELLOWS250ADJUNCTFACULTYOFFICE252FACULTY /VISITINGFACULTYOFFICE235FACULTY /VISITINGFACULTYOFFICE236FACULTY /VISITINGFACULTYOFFICE234ADMINISTRATIONCOPY RM.228ADMISSIONSASSOC. DEAN226CADMISSIONS226BADMISSIONSASSOC. DIR.226AADMISSIONSWAITING226ADMINISTRATIONMAIL. RM.225ADMINISTRATIONSTAFF FOODLOUNGE227ADMINISTRATIONSTAFF TVLOUNGE230ADMINISTRATIONSTOR.230AFINANCIAL AIDDIR. OFFICE229JAN / ELEC20060MECHANICALROOM20067MECHANICALROOM20066CORRIDOR20048CORRIDOR20049CORRIDOR20047STAIR 220002ELEV20070STAIR 120001MECH.20069OIT259STAIR 320003150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.FD106FIRE PROTECTIONDEMOLITION PLAN -LEVEL 2 1/8" = 1'-0"FD1061FIRE PROTECTION DEMOLITION PLAN - LEVEL 2No. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(E) FP UP FROM BELOW(E) FP CONTINUES TO ATTICSPRINKLERSWITHIN THIS BOUNDARY: EXISTING DRYSYSTEM SERVING SPRINKLERS IN ATTIC ANDIN THE LEVEL 2 CEILING BELOW TO REMAIN.WITHIN THIS BOUNDARY:EXISTING DRY SYSTEM SERVINGSPRINKLERS IN ATTIC TO REMAIN.(E) FPSTANDPIPE/RISERUP/DN2R/S(E) CONTROL VALVE AND FLOW SWITCHCONTINUES TO SPRINKLERS INMYRON TAYLOR 3RD FLOORWITHIN THIS BOUNDARY: OUT OF SCOPE150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.FD107FIRE PROTECTIONDEMOLITION PLAN -ATTIC 1/8" = 1'-0"FD1071FIRE PROTECTION DEMOLITION PLAN - ATTICNo. Date Revision DN (N) 6" STANDPIPE/RISER 1 2 3 A.1 B C D (RL) FLOW SWITCH AND ZONECHECK PUMP WITH NEW SCH 40 PIPING CONNECTIONS CONTINUES TO SPRINKLERS ON THIS FLOOR WITHIN THIS BOUNDARY: EXISTING SPRINKLERS AND PIPING TO REMAIN. FED FROM R/S-1. 1 R/S PROVIDE SPRINKLER COVERAGE BELOW OVERHANG WITH DRY- TYPE SIDEWALL SPRINKLER SPRINKLER DATA HAZARD CLASSIFICATION MINIMUM AREA CALC. (SF) DENSITY (GPM/SF) K FACTOR SYSTEM TYPE MAX AREA/SPRINKLER (SF) SPRINKLER TEMP RATING SPRINKLER TYPE PIPING INSTALLATIONFED FROM OFFICE AREA LIGHT 1500 0.1 5.6 WET 225 ORDINARY CONCEALED PENDANT CONCEALEDR/S-1 3 F301 CHECK VALVE WITH DRAIN TO JANITOR'S SINK FDC STUDENT OFFICER 3L58E STUDENT OFFICER 3L58G STUDENT OFFICER 3L58H STUDENT OFFICER 3L58J STUDENT GROUP SPACE 3L58 SERVICE 3L0062 SERVICE 3L0066 SERVICE 3L0065 SERVICE 3L0063 SERVICE 3L0068 ELEV LOBBY 3L0042 MACHINE ROOM 3L0060 WC 3L0021 ELEV. 3L0070 JC 3L0061 STAIR 1 3L0001 STUDENT OFFICER 3L58A STUDENT OFFICER 3L58B STUDENT OFFICER 3L58C STUDENT OFFICER 3L58D SPRINKLER AT LOWEST STAIR LANDING 6" FP RE-DIRECT MAIN DRAIN PIPING TO TIE INTO SANITARY LINE WITH AIR GAP FITTING IN JANITOR'S CLOSET - SEE PLUMBING PLANS RISE ABOVE HIGH CEILING, AVOIDING NORTH-SOUTH BRANCH DUCTS. RUN LOW, BESIDE DUCTS TO CROSS 3-LINE 1 2 3 4.2 5.1 6 7.2 A.1 B C D E F G J K.2 (RL) FLOW SWITCH AND ZONECHECK PUMP WITH NEW SCH 40 PIPING CONNECTIONS CONTINUES TO SPRINKLERS ON THIS FLOOR WITHIN THIS BOUNDARY: EXISTING SPRINKLER SYSTEM TO REMAIN. FED FROM R/S-1 (N) 6" SCH 40 STANDPIPE/RISER 1 R/S SPRINKLER DATA HAZARD CLASSIFICATION MINIMUM AREA CALC. (SF) DENSITY (GPM/SF) K FACTOR SYSTEM TYPE MAX AREA/SPRINKLER (SF) SPRINKLER TEMP RATING SPRINKLER TYPE PIPING INSTALLATIONFED FROM OFFICE AREA LIGHT 1500 0.1 5.6 WET 225 ORDINARY CONCEALED PENDANT CONCEALEDR/S-1 LAW REVIEW READING ROOM 2L58 EDITORS 2L58D EDITORS 2L58C STG 2L58A STAIR 1 2L0001 JC 2L0061 ELEV. 2L0070 EDITORS 2L58B OFFICE 2L46A JLPP READING ROOM 2L46 JLPP CONFERENCE ROOM 2L46B SHARED ADMIN OFFICE 2L39 MEN'S RESTROOM 2L0021 WOMEN'S RESTROOM 2L0022 IDF 2L35 STAIR 2 2L0002 STG 2L34 OFFICE 2L30C ILJ READING ROOM 2L30 OFFICE 2L30B SHARED OFFICE 2L30A LII BULLETIN OFFICE 2L37 PROVIDE CLOSELY SPACED SPRINKLERS 6 FEET APART ADJACENT TO DRAFT STOP EXTENDED COVERAGE SPRINKLER AT LOWEST STAIR LANDING LOWER LEVEL 3 0' - 0" LOWER LEVEL 2 10' - 1" Level 1_LL3 0" Level 2_LL2 10'-1" A FLUSH-MOUNTED FDC FIRE DEPARMENT SIGNAGE ON SIDE OF BUILDING "BUILDING SPRINKLERS AND STANDPIPES - HUGHES HALL AND MYRON TAYLOR" SEE ALSO ARCH SIGNAGE SHEET PROVIDE GALVANIZED PIPING BETWEEN FDC AND CHECK VALVE. SLOPE TOWARD CHECK VALVE FOR PROPER DRAINAGE RUN FDC PIPING ABOVE DUCT MAINS IN CORRIDOR RUN FDC PIPING EAST OF (BEYOND) BRANCH DUCTS TO AVOID CONFLICTS 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Bruce E Brooks & Associates 2009 Chestnut Street Philadelphia, PA 19103 215-569-0400 Keast & Hood 400 Market Street, Suite 1250 Philadelphia, PA 19106 215-625-0099 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS 6/20/2016 2015-22194 N WARNING: It is a violation of Section 7209 of Article 145 of the State Education Law for any person to alter any document that bears the seal of a professional engineer, unless the person is acting under the direction of a licensed professional engineer. F301 FIRE PROTECTION NEW WORK PLAN - LEVELS LL3 AND LL2 1/8" = 1'-0"F301 1 FIRE PROTECTION NEW WORK PLAN - LEVEL LL3 1/8" = 1'-0"F301 2 FIRE PROTECTION NEW WORK PLAN - LEVEL LL2 1/2" = 1'-0"F301 3 FDC SECTION PHASING NOTES: 1. HORIZONTAL PIPING AND AND SPRINKLERS ON LL3 AND LL2 TO BE INSTALLED IN PHASE 1. 2. STANDPIPE R/S-1 REPLACEMENT CAN OCCUR IN EITHER PHASE. COORDINATE REQUIRED SHUT-DOWN DURING STANDPIPE REPLACEMENT WITH OWNER AND PROVIDE FIRE WATCH AS REQUIRED WHILE SPRINKLERS ARE INACTIVE. No. Date Revision 1234.25.167.28910111213A.1BCDEFGJK.2WITHIN THIS BOUNDARY: EXISTING SPRINKLERSYSTEM TO REMAIN. FROM HUGHES HALLFLOW SWITCH ON THIS FLOOR.WITHIN THIS BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAINEXISTING SPRINKLERS WITHINTHE BOUNDARY TO REMAIN(N) CONTROL VALVE ANDFLOW SWITCH FORHUGHES HALL LL1(N) SPRINKLER MAIN. PROVIDEBRANCH PIPING AND SPRINKLERSSERVING LEVEL LL1 OFF OF MAIN1R/S(N) 6" SCH 40STANDPIPE/RISER(E) FPSTANDPIPE/RISER UP2R/SPROVIDE CLOSELY SPACEDSPRINKLERS 6 FEET APARTADJACENT TO DRAFT STOP(E) 6" FP MAIN FROMMYRON TAYLOR(E) 6" STANDPIPE EXPRESS MAIN(E) CONTROLVALVE FOR R/S-2CONCEALED HEADS IN LOWER CEILINGWITHIN 12" OF UPPER CEILING. SPRINKLERHEAD COVERS TO MATCH CEILING. COLORSELECTION BY ARCHITECT.SPRINKLER DATAHAZARD CLASSIFICATIONMINIMUM AREA CALC. (SF)DENSITY (GPM/SF)K FACTORSYSTEM TYPEMAX AREA/SPRINKLER (SF)SPRINKLER TEMP RATINGSPRINKLER TYPEPIPING INSTALLATIONFED FROMOFFICE AREALIGHT15000.15.6WET225ORDINARYCONCEALED PENDANTCONCEALEDLL1 FLOW SWITCHDIR. PROGRAMADMISSIONSL58ASSIST. DEANL56DIRECTORL54FLEX OFFICEL52STGL46AIGLS AND CLARKE.A. RECEPTIONL46VISITINGSCHOLARLOUNGE /WORKSPACEL46BEXEC DIRL44POST DOCL42CORRIDORL0041ASSIST. DIR.L57IGLS OFFICEL55ASSOC DEANL53STAIR 1L0001JCL0061ELEV.L0070CONFERENCEL39MEN'SRESTROOML0021STGL0069STGL0067WOMEN'SRESTROOML0022STAIR 2L0002FLEX OFFICEL33FLEX OFFICEL31CORRIDORL0041GENDERNEUTRAL TOILETL0023WORKROOML30FLEX OFFICEL29EVENT ROOML28DININGL24CORRIDORL0041SERVERYL35CKITCHENL35BDINING OFFICESL35STOR.L35AELEVATORL0071SVCL0062STAIR 4L0004ELEVATORMACHINE RML0066STAIR 3L0003MECHL0065ELEC.L0063SVCL0045ELECL0064(N) 6" FP BYPASSING REMOVEDBACKFLOW PREVENTOREXTENDED COVERAGESPRINKLER AT LOWESTSTAIR LANDINGDROP IN WALL BELOW STRINGER, CROSS BELOWSTRINGER AND RISE UP ABOVE CEILING.150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F303FIRE PROTECTIONNEW WORK PLAN -LEVEL LL1 1/8" = 1'-0"F3031FIRE PROTECTION NEW WORK PLAN - LEVEL LL1PHASING NOTES:1. HORIZONTAL PIPING AND AND SPRINKLERS ON LL1 TO BE INSTALLED IN PHASE 1.2. STANDPIPE R/S-1 REPLACEMENT CAN OCCUR IN EITHER PHASE. COORDINATE REQUIRED SHUT-DOWN DURINGSTANDPIPE REPLACEMENT WITH OWNER AND PROVIDE FIRE WATCH AS REQUIRED WHILE SPRINKLERS AREINACTIVE.No. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(RL) FLOW SWITCH AND ZONECHECK PUMPWITH NEW SCH 40 PIPING CONNECTIONSCONTINUES TO SPRINKLERSON THIS FLOOR(N) 6" SCH 40STANDPIPE/RISER1R/S(E) FPSTANDPIPE/RISERUP/DN2R/S(E) CONTROL VALVES ANDFLOW SWITCHES TO REMAIN(E) FP MAIN SERVINGSPRINKLERS EAST OF 13-LINEWITHIN THIS BOUNDARY:EXISTING SPRINKLERSRE-FED FROM R/S-1WITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAINPROVIDE CLOSELY SPACEDSPRINKLERS 6 FEET APARTADJACENT TO DRAFT STOPPROVIDE SIDEWALL HEADS IN WALL FOR SPRINKLERCOVERAGE IN LOGGIA. SIDEWALL HEADS 6-12 INCHESBELOW NON-COMBUSTIBLE CEILING PER NFPA-13. RUNSPRINKLER PIPING BELOW DUCTWORK.SPRINKLER DATAHAZARD CLASSIFICATIONMINIMUM AREA CALC. (SF)DENSITY (GPM/SF)K FACTORSYSTEM TYPEMAX AREA/SPRINKLER (SF)SPRINKLER TEMP RATINGSPRINKLER TYPEPIPING INSTALLATIONFED FROMOFFICE AREALIGHT15000.15.6WET225ORDINARYCONCEALED PENDANTCONCEALEDR/S-1DIR. FINANC.SERVG58CDIR. HUMAN RES.G58DASSOC. DEANG58EMEETING ROOMG52WORKROOMG50COMMUNICATIONSG46RECEPTION /ADMIN.G58BUDGETG58BPAYROLLG58ASTAIR 1G0001JCG0061ELEV.G0070ELEVATORVESTIBULEG0041WRITER-FORUM WRITER-WOMEN'SRESTROOMG0021CONF. ROOMG39STAIR 2G0002ENCLOSEDLOGGIAG0041SPD ASST. DEANG33SPD ADMING31SEMINAR ROOMG29ASSOC. DEANG28MEXEC. ASST. TOASSOC. DEANG28LDIRECTOR ALUMAFFAIRSG28KDIRECTORANNUAL FUNDG28JPROGRAMOFFICERG28HMAJOR GIFTOFFICERG28GMAJOR GIFTOFFICERG28FASST DIR ANNUALFUNDINGG28DLEADERSHIP GIFTOFFICERG28CWORK STUDYG28BSTGG28AMEETING ROOMG26RECEPTIONENTRYG28MEETING ROOMG34OFFICEG28NOFFICEG28PMEETING ROOMG28RANNUAL FUNDINGADMIN.G28SELEVATORG0041STAIR 3G0003JCG0081SERVICEG0080ELEVATORG0071SERVICEG0062STAIRG0004SVCG38SERVICEG35CONTINUES TOSPRINKLERS ON THISFLOOR2F304PHASE 1PHASE 2EXISTING HOSE CONNECTION IS ON WALLBEING DEMOLISHED. RECONFIGURE HOSECONNECTION AS REQUIRED TOCOORDINATE WITH NEW LAYOUTLEVEL 140' - 4"GSIDEWALL HEAD 6-12" BELOW NON-COMBUSTIBLE CEILING PER NFPA-13.SEE ARCH ELEVATIONS.COORDINATE DUCT TAPS TO AVOIDSPRINKLER BRANCHESDROP BELOW STRUCTURAL BEAM150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F304FIRE PROTECTIONNEW WORK PLAN -LEVEL G 1/8" = 1'-0"F3041FIRE PROTECTION NEW WORK PLAN - LEVEL GPHASING NOTES:1. HORIZONTAL PIPING AND AND SPRINKLERS ON GROUND FLOOR TO BE INSTALLED IN PHASE 1 OR 2 AS INDICATED.2. STANDPIPE R/S-1 REPLACEMENT CAN OCCUR IN EITHER PHASE. COORDINATE REQUIRED SHUT-DOWN DURINGSTANDPIPE REPLACEMENT WITH OWNER AND PROVIDE FIRE WATCH AS REQUIRED WHILE SPRINKLERS ARE INACTIVE.3. CAP ANY PIPES THAT CROSS THE PHASE BOUNDARY FOR FUTURE CONNECTION. 1/4" = 1'-0"F3042FP PIPING AT LOGGIANo. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(RL) FLOW SWITCH AND ZONECHECK PUMPWITH NEW SCH 40 PIPING CONNECTIONSCONTINUES TOSPRINKLERS ONTHIS FLOORCONTINUES TO SPRINKLERSON THIS FLOOR(N) 6" SCH 40STANDPIPE/RISER1R/S(E) FPSTANDPIPE/RISERUP/DN2R/S(E) CONTROL VALVES ANDFLOW SWITCHES TO REMAIN(E) FP MAIN SERVINGSPRINKLERS EAST OF 13-LINEWITHIN THIS BOUNDARY: PROVIDELIGHT HAZARD COVERAGE PER NFPA-13WITH SPRINKLERS FED FROM R/S-1WITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAINWITHIN THIS BOUNDARY: EXISTINGSPRINKLER SYSTEM TO REMAINPROVIDE CLOSELY SPACEDSPRINKLERS 6 FEET APARTADJACENT TO DRAFT STOPSPRINKLER DATAHAZARD CLASSIFICATIONMINIMUM AREA CALC. (SF)DENSITY (GPM/SF)K FACTORSYSTEM TYPEMAX AREA/SPRINKLER (SF)SPRINKLER TEMP RATINGSPRINKLER TYPEPIPING INSTALLATIONFED FROMOFFICE AREALIGHT15000.15.6WET225ORDINARYCONCEALED PENDANTCONCEALEDR/S-1CLINICS OFFICE158CLINICSDIRECTOROFFICE159CLINICS OFFICE157CLINICS OFFICE155CORRIDOR10040CLINICS OFFICE156RESTROOM10021CLINICS OFFICE152CLINICS OFFICE150CLINICSWORKROOM146ELEVATORVESTIBULE10041STAIR 110001RESTROOM10020JC10061ELEVATOR10070CLINICS OFFICE144CLINICS OFFICE142CLINICS OFFICE138CLINICS OFFICE139CLINICS OFFICE137STAIR 210002WAITING136CLINICSRECEPTION &ADMINISTRATION133MEETING ROOM134IDF128KC.S. INTERVIEW132C.S. INTERVIEW130C.S. INTERVIEW128MC.S. INTERVIEW128NCAREERSERVICESRECEPTION /ADMIN.128LOUNGE127SEMINAR ROOM129DIRECTOR128JDIR. INTER.128HASSOC DEAN128GASSIST DIR128EOPS ASSIST DEAN128DOPS ADMIN128CSTORAGE128ASHAREDCONFERENCEROOM128BWORKROOMSTORAGE DEANOF STUD.126ASTAIR 310003THERAPY DEANOF STUD.126BACADEMICCOUNSEL DEANOF STUD.126CEVENTS COORD.DEAN OF STUD.126EASSIST. DEANSTUDENTS126F2F304CONNECT TO (E) BRANCHPIPING (TYP)150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F305FIRE PROTECTIONNEW WORK PLAN -LEVEL 1 1/8" = 1'-0"F3051FIRE PROTECTION NEW WORK PLAN - LEVEL 1PHASING NOTES:1. HORIZONTAL PIPING AND AND SPRINKLERS ON LEVEL 1 TO BE INSTALLED IN PHASE 2.2. STANDPIPE R/S-1 REPLACEMENT CAN OCCUR IN EITHER PHASE. COORDINATE REQUIRED SHUT-DOWN DURINGSTANDPIPE REPLACEMENT WITH OWNER AND PROVIDE FIRE WATCH AS REQUIRED WHILE SPRINKLERS ARE INACTIVE.No. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(RL) FLOW SWITCH AND ZONECHECK PUMPWITH NEW SCH 40 PIPING CONNECTIONSCONTINUES TO SPRINKLERSON THIS FLOOR(N) 6" SCH 40STANDPIPE/RISER1R/S(E) FPSTANDPIPE/RISERUP/DN2R/S(E) DRY PIPE VALVE, AIR COMPRESSOR TO REMAIN.PROVIDE SIGNAGE INDICATING HUGHES HALL LEVEL 2EAST DRY SYSTEM, ATTIC, AND MECH ROOM.(E) FP UP TO ATTICDRY PIPE SYSTEM(E) FLOW SWITCH TO REMAIN(E) FP CONTINUES TO SPRINKLERSEAST OF COLUMN LINE 13(E) CONTROL VALVE AND FLOWSWITCH TO REMAIN. PROVIDESIGNAGE INDICATING MYRON-TAYLORFLOWSWITCH. INDICATE AREA WITHINMYRON TAYLOR SERVED.(N) CONTROL VALVE AND FLOWSWITCH FOR HUGHES HALL LEVEL 2WET PIPE SYSTEM. PROVIDESIGNAGE INDICATING HUGHES HALLLEVEL 2 EAST WET SYSTEM.CONTINUES TO FEED HUGHESHALL SPRINKLERS BETWEENCOLUMN LINES 11 AND 13.WITHIN THESE BOUNDARIES: EXISTING SPRINKLERSAND PIPING TO REMAIN, WITH MODIFICATIONS ASREQUIRED TO TIE INTO PIPING DOWNSTREAM OFHUGHES HALL LEVEL 2 WET SYSTEM FLOW SWITCHWITHIN THIS BOUNDARY: PROVIDE LIGHTHAZARD COVERAGE PER NFPA-13 WITHSPRINKLERS FED FROM HUGHES HALLLEVEL 2 WET SYSTEM FLOW SWITCHWITHIN THIS BOUNDARY:PROVIDE ALL NEW PIPING ANDSPRINKLERS FOR LIGHTHAZARD COVERAGE. FROM R-3WITHIN THESE BOUNDARIES:EXISTING SPRINKLERS AND PIPINGTO REMAIN, FED FROM R/S-1WITHIN THESE BOUNDARIES:EXISTING SPRINKLERS AND PIPINGTO REMAIN, FED FROM R/S-1PROVIDE CLOSELY SPACEDSPRINKLERS 6 FEET APARTADJACENT TO DRAFT STOPWITHIN THESE BOUNDARIES:EXISTING SPRINKLERS AND PIPINGTO REMAIN, FED FROM R/S-1WITHIN THE BOUNDARY: EXISTINGSPRINKLERS AND PIPING TO REMAIN.FED FROM DRY SYSTEM IN ATTICSPRINKLER DATAHAZARD CLASSIFICATIONMINIMUM AREA CALC. (SF)DENSITY (GPM/SF)K FACTORSYSTEM TYPEMAX AREA/SPRINKLER (SF)SPRINKLER TEMP RATINGSPRINKLER TYPEPIPING INSTALLATIONFED FROMOFFICE AREALIGHT15000.15.6WET225ORDINARYCONCEALED PENDANTCONCEALEDR/S-1MECH ATTIC 120069CIT258LAWYERINGOFFICE256ALAWYERINGRECEPTION256LAWYERINGOFFICE256BLAWYERINGOFFICE256CCORRIDOR20041JC20061ELEV.20070LAWYERINGOFFICE252TENUREDFACULTY OFFICE250LAWYERINGOFFICE253LAWYERINGOFFICE251STAIR 220002TENUREDFACULTY OFFICE246FACULTYSUPPORT OFFICE249MEETING ROOM244TENUREDFACULTY OFFICE247TENUREDFACULTY OFFICE245TENUREDFACULTY OFFICE243TENUREDFACULTY OFFICE240TENUREDFACULTY OFFICE238TENUREDFACULTY OFFICE241TENUREDFACULTY OFFICE237MECHANICAL20068TENUREDFACULTY OFFICE235CORRIDOR20041MAIL228STAFF FOODLOUNGE226STAIR 320003FACULTYLOUNGE227MECH SHAFT20063MECHANICAL20025CLOSET227ACOPY ROOM229ADJUNCTFACULTY OFFICE231ADJUNCTFACULTY OFFICE230TENUREDFACULTY OFFICE232TENUREDFACULTY OFFICE233EXTENDED COVERAGE SPRINKLERAT TOP OF STAIR TOWERSPRINKLER AT TOP OF STAIRTOWERWITHIN THESE BOUNDARIES:EXISTING SPRINKLERS FED FROMDRY PIPE SYSTEM IN ATTIC.CONNECT TO (E) BRANCHPIPING (TYP)CONNECT TO (E) BRANCHPIPING (TYP)150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F306FIRE PROTECTIONNEW WORK PLAN -LEVEL 2 1/8" = 1'-0"F3061FIRE PROTECTION NEW WORK PLAN - LEVEL 2PHASING NOTES:1. HORIZONTAL PIPING AND AND SPRINKLERS ON LEVEL 1 TO BE INSTALLED IN PHASE 2.2. STANDPIPE R/S-1 REPLACEMENT CAN OCCUR IN EITHER PHASE. COORDINATE REQUIRED SHUT-DOWN DURINGSTANDPIPE REPLACEMENT WITH OWNER AND PROVIDE FIRE WATCH AS REQUIRED WHILE SPRINKLERS ARE INACTIVE.No. Date Revision 1234.25.167.28910111213A.1BCDEFGHJK.2(E) FPSTANDPIPE/RISERUP/DN2R/S(E) FP UP FROM BELOW(E) FP CONTINUES TO ATTICSPRINKLERSWITHIN THIS BOUNDARY: EXISTING DRYSYSTEM SERVING SPRINKLERS IN ATTIC ANDIN THE LEVEL 2 CEILING BELOW TO REMAIN.WITHIN THIS BOUNDARY:EXISTING DRY SYSTEM SERVINGSPRINKLERS IN ATTIC TO REMAIN.(E) CONTROL VALVE AND FLOW SWITCHCONTINUES TO SPRINKLERS INMYRON TAYLOR 3RD FLOORWITHIN THIS BOUNDARY: OUT OF SCOPE150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194NWARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F307FIRE PROTECTIONNEW WORK PLAN -ATTIC 1/8" = 1'-0"F3071FIRE PROTECTION NEW WORK PLAN - ATTICPHASING NOTES:1. NO FIRE PROTECTION WORK REQUIRED AT THE ATTIC LEVEL. PLAN PROVIDED FOR REFERENCE.No. Date Revision L2ATTICL1GROUNDLL1LL2TF1R/STO HUGHES HALL LL3 SPRINKLERSTFTO HUGHES HALL LL2 SPRINKLERSTFTO HUGHES HALL GROUND FLOOR SPRINKLERSTFTO HUGHES HALL LEVEL 1 SPRINKLERSTTO HUGHES HALL LL1 SPRINKLERSTFT2R/STFTO MYRON TAYLOR GROUND FLOOR SPRINKLERSTO MYRON TAYLOR LEVEL 1 SPRINKLERSTFTO MYRON TAYLOR LEVEL 2 SPRINKLERSTFTO HUGHES HALL LEVEL 2 SPRINKLERSBETWEEN COLUMN LINES 11 AND 13(E) FP SERVICE FOR HUGHES HALLHUGHES HALLMYRON-TAYLORL3T(E) DRY PIPE VALVETO HUGHES HALL ATTIC SPACE2ND FLOOR SPRINKLER (TYP)FTFTO HUGHES HALL LEVEL 2 SPRINKLERSHUGHES HALLMYRON-TAYLORFDC2"FIRE PROTECTIONDRAIN PIPECONTINUE TO UPPER LEVELS OFMYRON TAYLOR SPRINKLERS2"FIRE PROTECTIONDRAIN PIPELL3HOSE CONNECTION (TYP)TFTO MYRON TAYLOR GROUND FLOOR SPRINKLERSTFTFTO MYRON TAYLOR LEVEL 1 SPRINKLERSTFTO MYRON TAYLOR LEVEL 2 SPRINKLERSFDRAIN TOEXTERIOR150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F601FIRE PROTECTIONRISER DIAGRAMN.T.S.F6011FIRE PROTECTION SYSTEM RISER DIAGRAMNo. Date Revision DRAIN PIPING RISERSTANDPIPE RISERDRAIN VALVEBRANCH DRAIN PIPINGCHECK VALVEFLOW DETECTOR ANDZONECHECK TEST ASSEMBLYWITH PUMP AND VALVESSPRINKLER SYTEM BRANCH PIPINGBUTTERFLY FLOORCONTROL VALVEW/ TAMPER ALARM(TYP)PRESSURE TEST GAUGE(TOP FLOOR ONLY)FT2-1/2" HOSE VALVEFINISHED FLOORRISER CLAMPSSCH. 40 PIPESLEEVE W/ COLLARFIREPROOFING PERSPECIFICATIONHANGER #1 DETAIL1 -- ALL THREAD ROD1 -- RING1 -- UNIVERSAL TOP BEAM CLAMPHANGER #2 DETAIL1 -- CONCRETE DROP-IN1 -- RING1 -- ALL THREAD RODHANGER #4 DETAIL1 -- RING1 -- RODHANGER #8 DETAIL1 -- THUNDERBOLT1 -- ALL THREAD ROD1 -- RING1 -- UNIVERSAL TOP BEAM CLAMPSTEEL PIPETHREADED LIGHTWALLNOMINAL PIPESTEEL PIPE EXCEPTTHREADED LIGHTWALLMAXIMUM DISTANCE BETWEEN HANGERS12-012-0SIZE (in.)1"N/AN/A15-012-012-012-02"15-012-015-012-06"15-0N/A15-0N/A15-0N/A3"15-012-05"4"15-0N/A8"15-0N/A3/4"1 1/4"1 1/2"2 1/2"3 1/2"SPRINKLER BRANCH LINECONCEALED TYPESPRINKLERDROP NIPPLEREDUCERCEILINGCOVER PLATE1" UNLESS NOTEDOTHERWISEFLOOR SLABUPRIGHT SPRINKLERREDUCERSPRINKLER SYSTEMBRANCH PIPING1.NOTES:"O" SPRINKLER DEFLECTOR SHALL BE LOCATED 1" MINIMUMAND 6" MAXIMUM BELOW OBSTRUCTION."U" SPRINKLER DEFLECTOR SHALL BE LOCATED 1" MINIMUMAND 22" MAXIMUM BELOW UNDERSIDE OF SLAB.SOLID BEAM"O""O""U"2.OBSTRUCTIONUPRIGHT SPRINKLERREDUCERSPRINKLER SYSTEMBRANCH PIPINGFLOOR SLAB1" MIN, 12" MAX1" BRANCH PIPINGLAST SPRINKLER ONBRANCHLINE-SIZE BALL VALVETHREADED END CAPLAST BRANCHOFF OF MAINLINE-SIZE BALL VALVETHREADED END CAP2-1/2" ORSMALLER MAIN2" BALL VALVE (TYP)THREADED END CAP (TYP)3" ORLARGER MAINPROVIDE MULTIPLE FLUSHING VALVESON MAINS 3" OR LARGER:3" PIPE - ONE (1) 2-1/2" BALL VALVE4" PIPE - TWO (2) 2-1/2" BALL VALVES6" PIPE - THREE (3) 2-1/2" BALL VALVES8" PIPE - FOUR (4) 2-1/2" BALL VALVESTHREADED END CAP150 So. Independence Mall WestSuite 944Philadelphia, PA 19106t: 215.320.3000www.kssarchitects.comProject No.:Issued:KSS ARCHITECTSTrowbridge Wolf Michaels1001 W Seneca StIthaca, NY 14850607-277-1400Atelier 10195 Church St # 10New Haven, CT 06510203-777-1400TG Miller203 North Aurora StreetIthaca, NY 14850607-272-6477Bruce E Brooks & Associates2009 Chestnut StreetPhiladelphia, PA 19103215-569-0400Keast & Hood400 Market Street, Suite 1250Philadelphia, PA 19106215-625-0099Acentech8 Interplex Drive, #218Trevose, PA 19053215-245-8244Hughes HallRenovationCornell UniversityIthaca, NY 14853CONSTRUCTION DOCUMENTS6/20/20162015-22194WARNING: It is a violation of Section 7209 of Article145 of the State Education Law for any person to alterany document that bears the seal of a professionalengineer, unless the person is acting under thedirection of a licensed professional engineer.F801FIRE PROTECTIONDETAILSN.T.S.F8016RISER ZONE CONTROL ASSEMBLY DETAILN.T.S.F8013SPRINKLER AND HANGER DETAILSN.T.S.F8012F-CONCEALED SPRINKLER DETAILN.T.S.F8014F-UPRIGHT SPRINKLER DETAIL-OBSTRUCTED CEILINGN.T.S.F8011F-UPRIGHT SPRINKLER DETAIL-UNOBSTRUCTED CEILINGN.T.S.F8015FLUSHING VALVE DETAILSNOTE:CONTRACTOR SHALL ENTER ALL EQUIPMENT INTOTHE UNIVERSITY'S "MAXIMO" INVENTORY SYSTEM.REFER TO FRONT END SPECSNo. Date Revision D# D1 D# MC S1 M1 IR M2 D2 F2 A1 J1 F# F# C1 SS IR V# V# J2 F1 P1 D3 D4 R1 R2 V1 BOX TYPE (H" x W" x D")DESCRIPTIONSYMBOL MOUNTING LOCATION ADDITIONAL NOTES AUDIOVISUAL SYSTEMS SYMBOL LEGEND AV JUNCTION BOX SYMBOLS NOTE: I.G. = ISOLATED GROUND RECEPTACLEAV ELECTRICAL SYMBOLS (COORDINATION ONLY) BOX TYPEDESCRIPTIONSYMBOL MOUNTING LOCATION ADDITIONAL NOTES AV TEL/DATA SYMBOLS (COORDINATION ONLY) IG TB1 TB2 WALL MOUNTED ANTENNA, TYPE 1 1-GANG DEEP METAL BOX WITH COVER FLUSH MOUNT IN WALL 8'-0" AFF DISPLAY BACK BOX, TYPE 1 CHIEF PAC-526-FCW FLUSH MOUNT IN WALL AT 5'-6" AFF FSR FL-600P-6 FLOOR BOX W/ FINISHED COVERFLOOR BOX, TYPE 2 FLUSH MOUNT IN FLOOR TELE/DATA AND POWER REQUIREMENTS BY OTHERS 4" SQUARE METAL BOX WITH COVER CEILING MOUNTED MICROPHONE, TYPE 1 RECESSED INTO CEILING AS PART OF PROJECTION SCREEN CASE FLUSH MOUNT IN WALL AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED FLUSH MOUNT IN CEILING UNLESS OTHERWISE NOTED 1-GANG METAL BOX 2-GANG METAL BOX 1-GANG METAL BOX DUPLEX AC RECEPTACLE DOUBLE DUPLEX AC RECEPTACLE CEILING MOUNTED DUPLEX AC RECEPTACLE 1-GANG METAL BOXCEILING OUTLET DATA DROP FLUSH MOUNT IN CEILING WALL OUTLET DATA DROP 1-GANG METAL BOX JUNCTION BOX, TYPE 1 FLUSH MOUNT IN WALL. ALIGN BOTTOM OF BOX WITH STANDARD OUTLETS (S) 6"X6"X4" NEMA 1 ENCLOSURE WITH OVERSIZED FLUSH COVER FLUSH MOUNT IN WALL AT RECEPTACLE HEIGHT 1-GANG FLOOR BOX INSERT AV FLOOR BOX DUPLEX AC RECEPTACLE FLUSH MOUNT IN FLOOR BOX 1-GANG FLOOR BOX INSERT AV FLOOR BOX DATA OUTLET FLUSH MOUNT IN FLOOR BOX HARDWIRE TO AV DEVICE AS INDICATED PROVIDE JUNCTION BOX AS REQUIREDHARDWIRED AC POWER COORDINATE WITH AV DEVICE MANUFACTURERS SPECIFICATIONS HARDWIRE TO AV DEVICE AS INDICATED PROVIDE JUNCTION BOX AS REQUIREDHARDWIRED AC POWER WALL MOUNTED CAMERA, TYPE 1 FLUSH MOUNT IN WALL AT 7'-6" AFF UON FLUSH MOUNT IN CEILINGINTEGRATED CEILING LOUDSPEAKER CEILING LOUDSPEAKER, TYPE 1 PROVIDE DROPS PER PROJECT STANDARD PROVIDE DROPS PER PROJECT STANDARD PROVIDE DROPS PER PROJECT STANDARD COORDINATE WITH AV AND TELE/DATA 1-GANG METAL BOXAV DISPLAY BOX DUPLEX AC RECEPTACLE MOUNT TO DISPLAY BOX COORDINATE WITH AV AND TELE/DATA 1-GANG METAL BOX FLUSH MOUNT TO DISPLAY BOX AV DISPLAY BOX DATA OUTLET COORDINATE WITH AV DEVICE MANUFACTURERS SPECIFICATIONS POWER REQUIREMENTS BY OTHERS FLOOR OUTLET DATA DROP 1-GANG METAL BOX FLUSH MOUNT IN FLOOR AS INDICATED MOTOR CONTROLLER FLUSH MOUNT IN CEILING1-GANG DEEP METAL BOX WITH COVER 1-GANG DEEP METAL BOX WITH COVER PROJECTION SCREEN SWITCH FLUSH MOUNT IN WALL AT SWITCH HEIGHT IR EMITTER FLUSH MOUNT IN WALL AT 12" BELOW FINISHED CEILING UON 1-GANG DEEP METAL BOX WITH COVER CEILING MOUNTED VIDEO PROJECTOR, TYPE 1 SURFACE MOUNT TO CEILING UNDER SIDE OF SLAB 2-GANG DEEP METAL BOX WITH COVER FLUSH MOUNT IN CEILING UNLESS OTHERWISE NOTED 2-GANG METAL BOX CEILING MOUNTED DOUBLE DUPLEX AC RECEPTACLE AV CEILING BOX DUPLEX AC RECEPTACLE 1-GANG METAL BOX FLUSH MOUNT TO CEILING BOX COORDINATE WITH AV AND TELE/DATA 1-GANG FLOOR BOXAV CEILING BOX DATA OUTLET FLUSH MOUNT TO CEILING BOX PROVIDE DROPS PER PROJECT STANDARD PROVIDE DROPS PER PROJECT STANDARD PROVIDE DROPS PER PROJECT STANDARD FLUSH MOUNT IN WALL AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED FLUSH MOUNT IN FLOOR UNLESS OTHERWISE NOTED DUPLEX AC FLOOR RECEPTACLE PROVIDE JUNCTION BOX AS REQUIRED JUNCTION BOX, TYPE 2 FLUSH MOUNT IN WALL. ALIGN BOTTOM OF BOX WITH STANDARD OUTLET (S) 12"X12"X4" (MIN) NEMA 1 ENCLOSURE WITH OVERSIZED FLUSH COVER EXTRON-CABLE CUBBY 700TABLE BOX FLUSH MOUNT IN TABLE FSR FL-500P-6 FLOOR BOX W/ FINISHED COVERFLOOR BOX, TYPE 1 FLUSH MOUNT IN FLOOR TELE/DATA AND POWER REQUIREMENTS BY OTHERS WIREMOLD 6ATPOKE-THRU FLOOR BOX FLUSH MOUNT IN FLOOR TELE/DATA AND POWER REQUIREMENTS BY OTHERS COORDINATE WITH ARCHITECT AND FURNITURE PROVIDER 2-GANG DEEP METAL BOX WITH COVER INCREASE JUNCTION BOX SIZE, AS NEEDED COORDINATE WITH FURNITURE CEILING MOUNTED IR EMITTER FLUSH MOUNT IN CEILING AT EMITTER LOCATION 1-GANG DEEP METAL BOX WITH COVER STANDARD CEILING BOX 2-GANG DEEP METAL BOX WITH COVER FLUSH MOUNT ABOVE FINISHED CEILING POWER REQUIREMENTS BY OTHERS. CO-LOCATE POWER CEILING MOUNTED MICROPHONE, TYPE 2 FLUSH MOUNT IN CEILING1-GANG DEEP METAL BOX WITH COVER COORDINATE WITH MILLWORK DISPLAY BACK BOX, TYPE 3 CHIEF TA-501 FLUSH MOUNT IN WALL AT 48" AFF DISPLAY BACK BOX, TYPE 4 CHIEF PAC-501 FLUSH MOUNT IN WALL AT 72" AFF TELE/DATA AND POWER REQUIREMENTS BY OTHERS TELE/DATA AND POWER REQUIREMENTS BY OTHERS RECEPTACLE PANEL, TYPE 1 FLUSH MOUNT IN WALL AT RECEPTACLE HEIGHT 1-GANG DEEP METAL BOX WITH COVER RECEPTACLE PANEL, TYPE 2 FLUSH MOUNT IN WALL AT RECEPTACLE HEIGHT 2-GANG DEEP METAL BOX WITH COVER POWER REQUIREMENTS BY OTHERS. CO-LOCATE POWER EXTRON-CABLE CUBBY 500TABLE BOX FLUSH MOUNT IN LECTERN COORDINATE WITH ARCHITECT AND FURNITURE PROVIDER NOTES FOR GENERAL CONTRACTOR: 1. VERIFY EXACT LOCATION OF AUDIOVISUAL DEVICES AND THEIR MOUNTING WITH ARCHITECTURAL DRAWINGS. 2. PROVIDE ALL MISCELLANEOUS MATERIALS IN ORDER TO PROVIDE A COMPLETE AND OPERABLE AUDIOVISUAL SYSTEM. 3. PROVIDE BLOCKING FOR WALL MOUNTED AUDIOVISUAL DEVICES AS INDICATED OR REQUIRED. 4. SUPPLY MILLWORK FOR AUDIOVISUAL SYSTEMS AS INDICATED OR REQUIRED. 5. PROVIDE ATTACHMENT POINTS AT SUPERSTRUCTURE FOR MOUNTING LOUDSPEAKERS, VIDEO PROJECTORS, ETC. AS REQUIRED. NOTES FOR ELECTRICAL CONTRACTOR: 1. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR AC POWER AND CONDUIT DETAILS. AC POWER, CONDUIT, AND INFORMATION TECHNOLOGY REQUIREMENTS SHOWN ON AUDIOVISUAL DRAWINGS ARE PROVIDED FOR COORDINATION AND REFERENCE ONLY AND ARE NOT PART OF THE AUDIOVISUAL INTEGRATORS SCOPE OF WORK. AUDIOVISUAL DRAWINGS DO NOT SHOW ALL REQUIRED COMPONENTS FOR A COMPLETE SYSTEM (E.G. PULL BOXES, ETC.). 2. PROVIDE AN AC POWER SYSTEM FOR THE AUDIOVISUAL SYSTEM. AC SYSTEM INCLUDES A DEDICATED POWER PANEL WITH TRANSIENT VOLTAGE SURGE SUPPRESSORS, AND A SEPARATE ISOLATED GROUND. 3. AC POWER FOR GIVEN AUDIOVISUAL SYSTEM WILL BE FED FROM A COMMON AC PANEL WITH TRANSIENT VOLTAGE SURGE SUPPRESSION. 4. EACH 120 VAC CIRCUIT SHALL BE 3-WIRE WITH A HOT, DEDICATED NEUTRAL, AND GROUND. 5. TERMINATE AC CIRCUITS IN THE AUDIOVISUAL EQUIPMENT RACKS. AC CIRCUITS TERMINATE IN A RACEWAY SYSTEM PROVIDED BY THE AUDIOVISUAL CONTRACTOR. 6. DATA AND AC POWER OUTLETS ARE TO BE MOUNTED ADJACENT TO AUDIOVISUAL DEVICES UNLESS OTHERWISE NOTED. 7. PROVIDE A COMPLETE CONDUIT SYSTEM FOR THE AUDIOVISUAL SYSTEM. 8. PROVIDE A PULL LINE IN AUDIOVISUAL SYSTEM CONDUITS. 9. PROVIDE A PULLBOX IN RUNS OVER 100 FEET OR THAT CONTAIN MORE THAN (2) CONSECUTIVE 90° BENDS. 10. ALL CONDUITS CARRYING AUDIOVISUAL SYSTEM SIGNALS ARE NOT TO BE RUN PARALLEL TO POWER CONDUITS UNLESS THE SPACING EXCEEDS 2'-0" AND FOR RUNS NO GREATER THAN 50'-0". 11. ALL CONDUITS SHALL BE FERROUS METALS, BONDED TO GROUND EVEN IN OR BELOW SLABS. CONDUITS IN OR BELOW SLABS SHALL BE RIGID METALLIC CONDUITS. SEAL ALL JOINTS TO PREVENT LEAKING. 12. NO FLEX CONDUIT SHALL BE USED IN AUDIOVISUAL SYSTEMS UNLESS OTHERWISE NOTED. 13. ALL CONDUITS TO BE 3/4" UNLESS OTHERWISE NOTED. 14. VERIFY SIZE OF PULL BOXES AND JUNCTION BOXES WILL ACCEPT REQUIRED CONDUIT CONNECTIONS, AND SUPPLY LARGER BOXES IF REQUIRED. 15. ALL GANG BOXES ARE 2-1/2" DEEP WITH 13/16" GANG COVER FOR DRY WALL OR PLASTER WALL CONSTRUCTION, OR 3- 1/2" DEEP FOR MASONRY WALL CONSTRUCTION UNLESS OTHERWISE NOTED. 16. ALL CONDUIT STUBS SHALL BE TERMINATED WITH PLASTIC BUSHINGS AND SHALL BE STUBBED INTO ACCESSIBLE LOCATIONS. 17. CONDUIT QUANTITIES AND SIZES HAVE BEEN CHOSEN BASED UPON SYSTEM REQUIREMENTS. DO NOT COMBINE MULTIPLE RUNS INTO LARGER CONDUITS. 18. INSULATE AUDIOVISUAL EQUIPMENT ENCLOSURES FROM INCOMING METAL CONDUITS WITH PVC TO EMT CONNECTOR IN TOP OF ENCLOSURE OR OTHER APPROVED MEANS. NOTES FOR AUDIOVISUAL CONTRACTOR: 1. LAYOUT OF EQUIPMENT RACKS, RECEPTACLE PLATES, AND PANELS ARE DIAGRAMMATIC. ACTUAL LAYOUTS SHALL BE SUBMITTED TO THE ARCHITECT AND THE CONSULTANT FOR APPROVAL PRIOR TO FABRICATION. 2. PROVIDE SHAFT LOCKS OR SECURITY COVERS FOR FRONT ACCESSIBLE VOLUME CONTROLS THAT DO NOT REQUIRE USER ACCESS. 3. SUPPLY AUDIOVISUAL EQUIPMENT RACKS WITH AC RECEPTACLES, LACING BARS, AND REAR RACK RAILS. USE SPECIFIED AC RECEPTACLES WITHIN AUDIOVISUAL EQUIPMENT RACKS. 4. PROVIDE NON-CONDUCTIVE FIRE-RATED PLINTH UNDER FIXED EQUIPMENT RACKS AND SECURE PLINTH TO FLOOR. 5. EQUIPMENT RACK WIRING MUST MEET INDUSTRY STANDARDS FOR NEATNESS AND SEPARATION OF SIGNAL TYPES (MIC, LINE, VIDEO, LOUDSPEAKER, AC POWER). 6. PROVIDE ENGRAVED LABELS ON EQUIPMENT RACKS THAT CLEARLY INDICATE THE EQUIPMENT TYPE AND FUNCTION. SECURE LABELS BELOW EQUIPMENT ON VENT OR BLANK PANEL. 7. ALL CONNECTION PANELS ARE FINISHED 1/8" ALUMINUM ANODIZED WITH ENGRAVED LETTERING FILLED WITH ENAMEL PAINT. COORDINATE FINISH WITH ARCHITECT AND CONSULTANT PRIOR TO FABRICATION AND INSTALLATION OF PANELS. 8. RACK PANELS ARE FINISHED 1/8" ALUMINUM ANODIZED BLACK WITH ENGRAVED LETTERING FILLED WITH WHITE ENAMEL PAINT. COORDINATE FINISH WITH ARCHITECT AND CONSULTANT PRIOR TO FABRICATION AND INSTALLATION OF PANELS. 9. USE INSULATED JACKS ON RACK PANELS, CONNECTION PANELS, AND WALL PLATES. 10. CLEARLY LABEL ALL FLOOR BOX RECEPTACLES AND PANEL RECEPTACLES. SUBMIT LABELING SCHEDULE AND SAMPLE TO OWNER AND CONSULTANT PRIOR TO FABRICATING LABELS. 11. LAYOUTS OF MULTIPLE PLATES/PANELS ARE SIMILAR OR TYPICAL AS NOTED. VERIFY AND SUBMIT EXACT FACE PLATE CONFIGURATION THAT DETAILS CONNECTORS AND NUMBERING SCHEME FOR ALL RECEPTACLE PANELS AND RACK PANELS WITH FUNCTIONAL DIAGRAMMATIC ARCHITECT AND CONSULTANT FOR APPROVAL. 12. PROVIDE FLUSH FITTING COVERS FOR ALL SURFACE MOUNT RECEPTACLE BOXES. 13. VERIFY EXACT LOCATION OF AUDIOVISUAL EQUIPMENT WITH ARCHITECTURAL DRAWINGS. 14. AUDIOVISUAL SYSTEM CONTRACTOR PROVIDES FLYWARE OR MOUNTING HARDWARE REQUIRED TO ATTACH AUDIOVISUAL EQUIPMENT TO ATTACHMENT POINTS SUPPLIED BY THE GENERAL CONTRACTOR. 15. THE SIGNAL LEVEL SEPARATION INDICATED ON DRAWINGS (MICROPHONE, LINE, SPEAKER, INTERCOM, VIDEO, CONTROL, RF, AND AC) IS TO BE MAINTAINED. 16. NO SPLICES SHALL BE PERMITTED. ALL CABLE RUNS SHALL BE CONTINUOUS FROM POINT OF ORIGIN TO TERMINATION POINT. 17. WIRING ENTERING A PLENUM SPACE FROM A CONDUIT STUB SHALL BE PLENUM RATED IN ITS ENTIRETY. 18. AUDIOVISUAL-RELATED INFRASTRUCTURE ONLY (BY OTHERS) TO SUPPORT FUTURE AUDIOVISUAL EQUIPMENTS. GENERAL CONTRACTOR TO COORDINATE DISPLAY AND/OR RACK BACK BOX FINISHES WITH ARCHITECT AND OWNER. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV000 AV Systems Symbols and Legends 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationAV SHEET INDEX SHEET NUMBER SHEET TITLE AV000 AV Systems Symbols and Legends AV001 AV Systems Schedule Of Responsibilites AV103 AV Systems Floor Plan-Lower Level 1 AV104 AV Systems Floor Plan-Ground Level AV105 AV Systems-Floor Plan-Level 1 AV203 Reflected Ceiling Plan-Lower Level 1 AV204 Reflected Ceiling Plan-Ground Level AV205 Reflected Ceiling Plan-Level 1 AV301 AV Systems Interior Elevations AV401 AV Systems Riser Diagrams AV501 AV Systems Functional Diagrams 1 AV502 AV Systems Functional Diagrams 2 AV600 AV Systems Installation Details 1 AV601 AV Systems Installation Details 2 AV602 AV Systems Rack/Plate Details 1 No. Date Revision NOTE: SCHEDULE IS FOR REFERENCE ONLY - CONFIRM RESPONSIBILITIES WITH GENERAL CONTRACTOR. WIRELESS MICROPHONE ANTENNA SYSTEM SUPPLIED & INSTALLED BY: AV FIBER OPTIC EQUIPMENT PROVIDED BY: MICROPHONES PROVIDED AND INSTALLED BY: MICROPHONES CEILING CUT-OUTS PROVIDED BY: CEILING MICROPHONE CABLE AND INSTALLATION BY: VOTING, LIGHTING, & BOARD SWITCHES PANELS ASSEMBLED AND INSTALLED BY: SWITCHES AND PLATES PROVIDED BY: SYSTEMS SUPPLIED, INSTALLED, AND TERMINATED BY: AV INTERCONNECT PLATES SUPPLIED, INSTALLED, & TERMINATED BY: AV EQUIPMENT RACKS SUPPLIED AND INSTALLED BY: AV DATA/CATV/FIBER OPTIC: AV TELCO/DATA PLATES & CONNECTORS SUPPLIED & INSTALLED BY: ADA/HEARING ASSISTANCE SYSTEM SUPPLIED & INSTALLED BY: FIBER OPTIC EQUIPMENT JUMPERS PROVIDED BY: FIBER OPTIC CABLE INSTALLED AND TERMINATED BY: CATV BACKBONE SUPPLIED & INSTALLED BY: NETWORK SERVICES SUPPLIED AND INSTALLED BY: CATV RG-6 CABLE SUPPLIED & INSTALLED BY: AV TELCO/DATA SERVICES TESTED & ACTIVATED BY: AV TELCO/DATA CABLES SUPPLIED & INSTALLED BY: MISCELLANEOUS: BLANK PLATES FOR J-BOXES & PULL BOXES SUPPLIED & INSTALLED BY: AC OUTLETS & CABLE (EXCEPT WITHIN RACKS) SUPPLIED & INSTALLED BY: AV LOW-VOLTAGE CABLE SUPPLIED & INSTALLED BY: AV CONNECTORS/PLATES SUPPLIED, INSTALLED, & TERMINATED BY: CONNECTOR & J-BOXES SUPPLIED & INSTALLED BY: CONDUIT SUPPLIED & INSTALLED BY: FLUSH BOX COVER PLATES SUPPLIED BY: RACKS AND SYSTEMS SUPPLIED BY: DIMMER LOW-VOLTAGE AV INTERFACE (IP/RS-232) SUPPLIED & INSTALLED BY: MILLWORK SUPPLIED AND INSTALLED BY: RACKS AND MILLWORK: DIMMING EQUIPMENT SUPPLIED & INSTALLED BY: LIGHTING SCENES PROGRAMMED BY: LIGHTING AND SHADES: ELECTRICAL: VIDEO PROJECTORS SUPPLIED & INSTALLED BY: LCD MONITOR MOUNT BLOCKING PROVIDED & INSTALLED BY: VIDEO PROJECTOR UNISTRUT SUPPLIED AND INSTALLED BY: VIDEO PROJECTOR CEILING MOUNT PROVIDED & INSTALLED BY: LCD MONITOR MOUNTS PROVIDED BY: ELECTRIC SCREEN LOW VOLTAGE CONTROLS & SWITCHES INSTALLED BY: ELECTRIC SCREEN LOW VOLTAGE CONTROLS & SWITCHES SUPPLY BY: CEILING LOUDSPEAKERS SUPPLIED BY: CEILING LOUDSPEAKERS CUT-OUT PROVIDED BY: LOUDSPEAKERS INSTALLED & TERMINATED BY: SPEAKER CABLE SUPPLIED BY: SPEAKER CABLE INSTALLED BY: AV SYSTEMS LCD MONITORS SUPPLIED & INSTALLED BY: VIDEO PROJECTORS: LCD MONITOR: LOUDSPEAKERS: ELECTRIC PROJECTION SCREENS SET UP AND ADJUSTED BY: ELECTRIC PROJECTION SCREEN SUPPLY BY: SCREENS: AV FURNISHINGS SYSTEM/EQUIPMENTPHASE ITEM OR SERVICE:GENERAL CONTRACTORTELECOM CONTRACTORELECTRI CAL CONTRACTORAV CONTRACTORELECTRI CAL CONTRACTORGENERAL CONTRACTORITEM OR SERVICE:TELECOM CONTRACTORAV CONTRACTORCONSTRUCTION CEILING LOUDSPEAKERS INSTALLED BY: CEILING MICROPHONE/JUNCTION BOX PROVIDED BY: ELECTRIC PROJECTION SCREEN INSTALLED BY: CABLE CUBBY AND/OR PLATE(S) PROVIDED AND INSTALLED BY:CABLE CUBBY PROVIDED AND INSTALLED BY: LECTERN/TABLE BOXES: CUT-OUTS PROVIDED BY: LECTERN MICROPHONE CUT-OUTS PROVIDED BY: SHADE LOW-VOLTAGE AV INTERFACE (CONTACT CLOSURE) SUPPLIED & INSTALLED BY: SHADES SUPPLIED & INSTALLED BY: SHADE PRESETS PROGRAMMED BY: SHADE AV CONTROL CABLE SUPPLIED & INSTALLED BY: 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV001 AV Systems Schedule Of Responsibilites 22194 06/20/2016 CONSTRUCTION DOCUMENTSCornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1SCHEDULE OF RESPONSIBILITIES No. Date Revision FD FD FD IR F1 TB1 J1 SS A1 A1 IR F2 SS D1 J2 R1 R2 D4"W"SCREENWIDTHCLOSET ACCEPTABLE 1XW 6H IDEAL DATA 45° 45°ACCEPTABLE AREAOPTIMUM VIEWING AREAACCEPTABLE AREAUNACCEPTABLE VIEWING AREA1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 FLEX OFFICE L52 IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B EXEC DIR L44 POST DOC L42ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 JC L0061 CONFERENCE L39 FLEX OFFICE L33 FLEX OFFICE L31 FLEX OFFICE L29 WORKROOM L30 GENDER NEUTRAL TOILET L0023 WOMEN'S RESTROOM L0022 MEN'S RESTROOM L0021 ELEV. L0070 CORRIDOR L0041 SERVERY L35C DINING OFFICES L35 ELEC. L0063 MECH L0065 STORAGE ROOM L0068 STAIR 2 L0002 ELEVATOR MACHINE RM L0066 CORRIDOR L0041 AV301 2 AV301 4 STORAGE L35D 65"X104" (16:10) FRONT PROJECTION SCREEN (TYP. OF 2) 1 80" FLAT PANEL DISPLAY WITH VIDEO CAMERA MOUNTED BELOW THE DISPLAY STOR. L35A KITCHEN L35B ELEVATOR L0071 REF. AV000/AV NOTE 18 MOUNT BEHND CREDENZA MOUNT ABOVE DISPLAY EVENT ROOM L28 DINING L24 ELEC L0064 SVC L0045 CORRIDOR L0041 STAIR 1 L0001 IGLS AND CLARK E.A. RECEPTION L46 STG L0067 STG L0069 KITCHEN L35B STAIR 4 L0004 SVC L0062 AV L11A 3 DATA OUTLET AT RECEPTACLE HEIGHT AV3015 80" DIGITAL SIGNAGE DISPLAY COORDINATE CABLE CUBBY TYPE 2 AND DOC CAMERA PLATE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV103 AV Systems Floor Plan-Lower Level 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 AV FLOOR PLAN-LOWER LEVEL 1 SCALE: NOT TO SCALE2AV SCREEN VIEWING AREA DETAIL No. Date Revision FD D1F1 IR J1 J1 IR IR TB1 TB1 F1 F1 D1 D1TB1 J1 D3 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b 8 9 10 11 10a 10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 ASST. DEAN COMMUNICATIONS - FORUM WRITER - WOMEN'S RESTROOM G0021 JC G0061 RECEPTION / ADMIN. G58 PAYROLL G58A BUDGET G58B ELEV. G0070 COMMUNICATIONS G46 SEMINAR ROOM G29 SERVICE G0062 SERVICE G0080 JC G0081 STG G28A JC G0065 SERVICE G35 VESTIBULE G0045 80" FLAT PANEL DISPLAY WITH VIDEO CAMERA MOUNTED BELOW THE DISPLAY 80" FLAT PANEL DISPLAY WITH VIDEO CAMERA MOUNTED BELOW THE DISPLAY MOUNT ABOVE DISPLAY AV301 7 AV301 6 CONF. ROOM G39 SPD ASST. DEAN G33 SPD ADMIN G31 ASSOC. DEAN G28M EXEC. ASST. TO ASSOC. DEAN G28L DIRECTOR ALUM AFFAIRS G28K DIRECTOR ANNUAL FUND G28J PROGRAM OFFICER G28H OFFICE G28P OFFICE G28N MEETING ROOM G34 MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S RECEPTION ENTRY G28 MAJOR GIFT OFFICER G28G MAJOR GIFT OFFICER G28F ASST DIR ANNUAL FUNDING G28D LEADERSHIP GIFT OFFICER G28C WORK STUDY G28B MEETING ROOM G26 STAIR G0004 SVC G38 REF. AV000/AV NOTE 18 MOUNT BEHIND CREDENZA MOUNT BEHIND CREDENZA 80" FLAT PANEL DISPLAY WITH VIDEO CAMERA MOUNTED BELOW REF. AV000/AV NOTE 18 MOUNT ABOVE DISPLAY MOUNT ABOVE DISPLAY AV3018 42" DIGITAL SIGNAGE DISPLAY AV301 9STAIR 2 G0002 ELEVATOR VESTIBULE G0041 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV104 AV Systems Floor Plan-Ground Level 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 AV FLOOR PLAN-GROUND LEVEL No. Date Revision FD FD IR F1 TB1 J1J1 TB1 F1 IR D1D1 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 CLINICS WORKROOM 146 CLINICS OFFICE 150 CLINICS OFFICE 152 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 139 CLINICS OFFICE 137 CLINICS OFFICE 138 WAITING 136 CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 RESTROOM 10021 JC 10061CLINICS OFFICE 155 SEMINAR ROOM 129 CLINICS RECEPTION & ADMINISTRATION 133 MEETING ROOM 134 DIRECTOR 128J DIR. INTER. 128H ASSOC DEAN 128G ASSIST DIR 128E OPS ASSIST DEAN 128D C.S. INTERVIEW 130 C.S. INTERVIEW 132 C.S. INTERVIEW 128M C.S. INTERVIEW 128N OPS ADMIN 128C CAREER SERVICES RECEPTION / ADMIN. 128 SHARED CONFERENCE ROOM 128B LOUNGE 127 ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E WORKROOM STORAGE DEAN OF STUD. 126A AV301 10 80" FLAT PANEL DISPLAY WITH VIDEO CAMERA MOUNTED BELOW THE DISPLAY 80" FLAT PANEL DISPLAY WITH CAMERA MOUNTED BELOW THE DISPLAY MOUNT ABOVE DISPLAY IDF 128K STAIR 2 10002 ELEVATOR 10070 STORAGE 128A STG 126J REF. AV000/AV NOTE 18 MOUNT BEHIND CREDENZA MOUNT ABOVE DISPLAY MOUNT BEHIND CREDENZA 11 RECEP / ADMIN DEAN OF STUD. 126 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV105 AV Systems-Floor Plan-Level 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 AV FLOOR PLAN-LEVEL 1 No. Date Revision MC MC S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 M1 M1 V1 V1 IR M2 M2 M2M2 M2 S1 M2 D2 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 5.1 4.0 7.0 K.1 7.1 DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 FLEX OFFICE L52 STG L46A IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B EXEC DIR L44 POST DOC L42 CONFERENCE L39 FLEX OFFICE L33 FLEX OFFICE L31 FLEX OFFICE L29 WORKROOM L30 WOMEN'S RESTROOM L0022 MEN'S RESTROOM L0021 STAIR 1 L0001 JC L0061 ELEV. L0070 SERVERY L35C KITCHEN L35B ELEVATOR MACHINE RM L0066 AV301 2 1 DINING OFFICES L35 STOR. L35A KITCHEN L35B REF. AV000/NOTE 18 EVENT ROOM L28 DINING L24 CEILING MOUNTED MOTORIZED PROJECTION SCREEN WITH 65"X104" IMAGE AREA 3 CEILING MOUNT 55" FLAT PANEL DISPLAY 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV203 Reflected Ceiling Plan-Lower Level 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 AV REFLECTED CEILING PLAN-LOWEL LEVEL 1 No. Date Revision S1 S1 S1 S1 S1 S1 S1 S1 M1 M1 M1 M1 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 134.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 5.1 4.0 7.0 K.1 7.1 SEMINAR ROOM G29 RECEPTION / ADMIN. G58 PAYROLL G58A BUDGET G58B FORUM WRITER - STAIR 1 G0001 MEETING ROOM G52 ASSOC. DEAN G58E DIR. HUMAN RES. G58D DIR. FINANC. SERV G58C WORKROOM G50 COMMUNICATIONS G46 ASST. DEAN COMMUNICATIONS - WRITER - ELEV. G0070 VESTIBULE G0045 WOMEN'S RESTROOM G0021 CONF. ROOM G39 SPD ASST. DEAN G33 SPD ADMIN G31 MEETING ROOM G34 RECEPTION ENTRY G28 OFFICE G28N OFFICE G28P MEETING ROOM G28R EXEC. ASST. TO ASSOC. DEAN G28L DIRECTOR ALUM AFFAIRS G28K DIRECTOR ANNUAL FUND G28J ASSOC. DEAN G28M PROGRAM OFFICER G28H MAJOR GIFT OFFICER G28G MAJOR GIFT OFFICER G28F ANNUAL FUNDING ADMIN. G28S ASST DIR ANNUAL FUNDING G28D LEADERSHIP GIFT OFFICER G28C WORK STUDY G28B MEETING ROOM G26RECEPTION ENTRY G28 ENCLOSED LOGGIA G0041 REF. AV000/NOTE 18 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV204 Reflected Ceiling Plan-Ground Level 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 AV REFLECTED CEILING PLAN-GROUND LEVEL No. Date Revision S1 S1 S1 S1 S1 S1 S1 S1 M1 M1 M1 M1 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 CLINICS OFFICE 158 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 157 CLINICS OFFICE 155 CLINICS OFFICE 156 CLINICS OFFICE 152 CLINICS OFFICE 150 CLINICS WORKROOM 146 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 138 CLINICS RECEPTION & ADMINISTRATION 133 SEMINAR ROOM 129 DIRECTOR 128J DIR. INTER. 128H ASSOC DEAN 128G C.S. INTERVIEW 132 IDF 128K MEETING ROOM 134 ASSIST DIR 128E OPS ASSIST DEAN 128D OPS ADMIN 128C C.S. INTERVIEW 128N C.S. INTERVIEW 128M C.S. INTERVIEW 130 CAREER SERVICES RECEPTION / ADMIN. 128 SHARED CONFERENCE ROOM 128B ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E WORKROOM STORAGE DEAN OF STUD. 126A CORRIDOR 10044 STORAGE 128A CLINICS OFFICE 137 CLINICS OFFICE 139 ELEVATOR 10070 STAIR 1 10001 REF. AV000/AV NOTE 18 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV205 Reflected Ceiling Plan-Level 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 AV REFLECTED CEILING PLAN-LEVEL 1 No. Date Revision LEVEL G 30' - 3" CEILING MOUNTED IR EMITTER 65"X104" PROJECTION SCREEN SCREEN SWITCH 4' - 6"4' - 6"65"X104" PROJECTION SCREEN COORDINATE CABLE CUBBY TYPE 2 AND DOC CAMERA PLATE LEVEL G 30' - 3" 65"X 104" CEILING MOUNTED VIDEO PROJECTION SCREEN 8' - 0"IR EMITTER VIDEO CAMERA1' - 1"CEILING MOUNT 55" FLAT PANEL DISPLAY 15' - 8"NOTE: EXACT LOCATION TO BE COORDINATED WITH ARCHITECT AND AV CONTRACTOR LL1 20' - 2" LEVEL G 30' - 3" IR EMITTER AT 7' 3"AFF REF.AV000/AV NOTE #18 FOR MORE DETAIL VIDEO CAMERA5' - 6"J1 BOX WITHIN CREDENZA LEVEL G 30' - 3" LEVEL 1 40' - 4"3' - 4"IR EMITTER 5' - 0"J1 BOX WITHIN CREDENZA VIDEO CAMERA VIDEO CAMERA LEVEL G 30' - 3" LEVEL 1 40' - 4" IR EMITTER 80" FLAT PANEL DISPLAY REF.AV000/AV NOTE #18 FOR MORE DETAIL5' - 6"J1 BOX WITHIN CREDENZA LEVEL 1 40' - 4" LEVEL 2 50' - 5"3' - 8"IR EMITTER VIDEO CAMERA5' - 6"J1 BOX WITHIN CREDENZA 80" FLAT PANEL DISPLAY VIDEO CAMERA LEVEL 1 40' - 4" LEVEL G 30' - 3" LEVEL 1 40' - 4" IR EMITTER 80" FLAT PANEL DISPLAY1' - 0"J1 BOX WITHIN CREDENZA REF.AV000/AV NOTE #18 FOR MORE DETAIL LEVEL G 30' - 3" CEILING MOUNT 55" FLAT PANEL DISPLAY 80" MINLL1 20' - 2" LEVEL G 30' - 3"3' - 4"5' - 0"80" FLAT PANELDISPLAY D4 DISPLAY BOX LEVEL G 30' - 3" LEVEL 1 40' - 4"4' - 0"42" FLAT PANEL DISPLAY WITH D3 DISPLAYBOX 4' - 10"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV301 AV Systems Interior Elevations 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/4" = 1'-0"1 LOWER LEVEL 1 - EVENT L28-WEST SCALE: 1/4" = 1'-0"2 LOWER LEVEL 1- EVENT L28-NORTH SCALE: 1/4" = 1'-0"4 LOWER LEVEL 1-CONF. ROOM L39-NORTH SCALE: 1/4" = 1'-0"6 GROUND LEVEL-SEMINAR ROOM G29-EAST SCALE: 1/4" = 1'-0"7 GROUND LEVEL-CONF.ROOM G39-NORTH SCALE: 1/4" = 1'-0"10 LEVEL 1-SEMINAR ROOM 129-EAST SCALE: 1/4" = 1'-0"11 LEVEL 1-SEMINAR ROOM 129-NORTH SCALE: 1/4" = 1'-0"8 GROUND LEVEL-MEETING ROOM G28R-WEST SCALE: 1/4" = 1'-0"3 LOWER LEVEL 1-EVENT L28-EAST SCALE: 1/4" = 1'-0"5 LOWER LEVEL 1-DINING L24-WEST SCALE: 1/4" = 1'-0"9 GROUND LEVEL-ELEVATOR VESTUBULE G0041-SOUTH No. Date Revision F1 FLOOR CEILING WALL D1 S1 S1 S1 S1 (1)1-1/4"C M1 M1 J1 TO AC PANEL (BY OTHERS) TO IT CLOSET (BY OTHERS) (2)1-1/4"C IR TO LIGHTING CTL (BY OTHERS) (1)1-1/4"C F26G 3G (1)1-1/4" C (1)1-1/4" C (2)1-1/4" C (2) 3/4" C EVENT FLOOR CEILING EVENT WALL S1 S1 S1 V1 J2 TO AC PANEL (BY OTHERS) TO IT CLOSET (BY OTHERS) TO LIGHTING CTL (BY OTHERS) TO SHADE CTL (BY OTHERS) S1 S1 S1 S1 MC MC IR A1 A1 SS SS TO AC PANEL (BY OTHERS) S1 S1 AV CLOSET L11A IR M2 V1 TYPICAL OF 6 R1 R2 D2 D3 D4 FLOOR CEILING WALL STUB UP ABOVE CEILING STUB UP ABOVE CEILING DINING L24 ELEVATOR VESTIBULE G0041 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV401 AV Systems Riser Diagrams 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1RISER DIAGRAM-CONFERENCE/SEMINAR ROOMS SCALE: NOT TO SCALE3RISER DIAGRAM-EVENT ROOM L28 SCALE: NOT TO SCALE2RISER DIAGRAM-SIGNAGE DISPLAYS No. Date Revision HDMI HDMI VGA HDB-T AUDIO LAN HDB-T HDMI HDB-T HDMI HDB-T HDMI HDMI LAN HDB-T HDMI LAN COM RLY 1-2 IR 1-2 L/R HDMI L/R COM LAN USB VID 1 VID 2 LINE IN LAN USB COM VIDEO/AUDIO LAN D-PORT HDMI PWR HDMI HDMI VGA AUDIOVIDEO/AUDIO COM DVI/HDMI HDMIUSB LANUSB VID/PWR CTL HDMI PWR VID/PWR CTL HDMI HDB-T USB USB OUTPUT PWR USB USB INPUT USB HDB-T HDMI LAN COM RLY 1-2 IR 1-2 L/R HDMI L/R COM LAN HDB-T HDB-T HDMI HDMI USBHDMI LINELINE USB USB M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L M/L VOIP COM USB M/L M/L I/O LAN M/LANT A ANT B M/LANT A ANT B ANT A1ANT A ANT B ANT A2 ANT A3 ANT A4 ANT A1 ANT A2 ANT A3 ANT A4 HDB-T HDMI LAN COM RLY 1-2 IR 1-2 L/R HDMI L/R COM LAN 1 2 3 4 4 2 1 3 PHX PWR PHX PWR COM A COM B COM C COM D COM E COM F RLY1 RLY2 RLY3 RLY4 RLY5-8 IR1-8 I/O1 I/O2 LAN1 LAN2 RS232 COM COM COM STATUSSLEEP I/O3-8 M/L M/L M/L M/L AVB AVB RLY A1-5 RLY B1-5 HDB-T HDMI COM HDB-T CABLE CUBBY TYPE 2 HDMI DP VGA P2 USB USB AC AC PS AV PRESENTATION SWITCHER TYPE 2 RJ RJ RJ RJ AC AV MATRIX SWITCHER TYPE 1 DIGITAL AV RCVR TYPE 1 PROJECTOR TYPE 1 MEDIA RECORDER CONTROL PANEL TYPE 2 OFE LAPTOP ACAC DP-TO-HDMI CNVTR HDMI VGA P2 OFE DOC CAMERA HDMI OFE MONITOR OFE ROOM COMPUTER CAMERA TYPE 1 CAMERA DIGITAL AV RCVR TYPE 1 RJ RJ USB RVCR TYPE1 USB XMTR TYPE1 DIGITAL AV RCVR TYPE 1 PROJECTOR TYPE 1 VIDEO-TO-USB INTERFACE AUDIO DSP TYPE 1 X3FX3M WRLS MIC RCVR WRLS MIC RCVR ANTENNA DA F F DIGITAL AV RCVR TYPE 1 FLAT PANEL TYPE 2 4-CH POWER AMPLIFIER PS INFRARED RADIATOR SS SS USB PS INFRARED RADIATOR CONTROL PROCESSOR AUDIO DSP TYPE 2 X3F X3F X3F X3F POE+ RJ RJ DIGITAL AV XMTR TYPE 2 RJ RJ RJ X3M X3M WRLS MIC WRLS MIC CABLE RETRACTOR (TYP.) LECTERN (BY OTHERS) TO POWER STRIP TO ELECTRICAL PANEL (BY EC) FLOOR BOX (6G) A B TO BUILDING LAN (BY OTHERS)F EQUIPMENT RACK ALS RCVR EAR PHONE/ NECK LANYARD WITH INDUCTIVE LOOP (TYP OF 2) ALS RCVR CHARGING TRAY (TYP OF 1) DUAL CHARGING PORTS TO PS TO POWER STRIP AT DRAWER OR ALT CONNECTION PLATE (TBD) TO BUILDING LAN (BY OTHERS) TO PS DE TO POWER STRIP TO GB ETHERNET SWITCH TO GB ETHERNET SWITCH A E B TO BUILDING LAN (BY OTHERS) D C G H GOOSENECK MICROPHONE A1 A1 J K J K H G LOUDSPEAKER TYPE 1 @7.5W REPEAT FOR TOTAL OF 2 LOUDSPEAKER TYPE 1 @7.5W REPEAT FOR TOTAL OF 3 LOUDSPEAKER TYPE 1 @7.5W REPEAT FOR TOTAL OF 3 EXT EXTTO AC POWER C1 F EXT EXTTO AC POWER FRONT PROJECTION SCREEN TYPE 1 SCREEN CONTROL SWITCH SCREEN CONTROL SWITCH FRONT PROJECTION SCREEN TYPE 1 TO BUILDING LAN (BY OTHERS) TO FIRE ALARM PANEL TO CTL SYS AUDIO DSP TO CTL SYS MEDIA RECORDER VIDEO-TO-USB INTERFACE TO CTL SYS TO BUILDING LAN (BY OTHERS) TO BUILDING LAN (BY OTHERS) TO CTL SYS TO CTL I/OTO CTL RLY TO AMP TO AMP PROVIDE AMPLIFIER AS REQUIRED C FLOOR BOX (1G) FLOOR BOX (1G) 'M2' CEILING BOX (TYP. OF 6) TO SUN SHADES TO B/O SHADES CEILING MICROPHONES (TYPE 2) (x6) Z Z TO BUILDING LAN (BY OTHERS) ALT LECTERN (2G) LOUDSPEAKER TYPE 1 @7.5W PRESS FEED SCREEN PROVIDED BY GC ADD-ALTERNATE NOTE: 1. FOR THE FOLLOWING OPTIONS, SHOW ALL REQUIRED ADDITIONS AND SUBTRACTIONS FROM THE BASE SYSTEM BILL OF MATERIALS AND/OR NON-EQUIPMENT COSTS. 2. PROVIDE ALTERNATE TO REPLACE "AUDIO DSP TYPE 2" WITH SECOND "AUDIO DSP TYPE 1" UNIT. 3. PROVIDE ALTERNATE TO REPLACE BASE SYSTEM "AV MATRIX SWITCHER TYPE 1" FROM AN 8X8 TO A 16X16 FRAME. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV501 AV Systems Functional Diagrams 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1FUNCTIONAL DIAGRAM-EVENT ROOM No. Date Revision HDMI D-PORT VGA HDB-T AUDIO LAN USB USB PHONE USB OUTPUT CAMERA PWR PWR HUB HUB HDB-T HDMI 1 HDMI 3 HDB-T HDMI 5 HDB-T HDMI 2 HDMI 4 L/R 1 L/R 3 L/R 5 L/R 2 L/R 4 M/L 1 M/L 3 M/L 5 M/L 2 M/L 4 M/L 6 HDB-T HDMI HDMI PRGM L/R AUX1 L/R AUX2 L/R IR 1-4 RLY 1-4 I/O 1-4 COM A COM B LAN POTS/SIP HDB-T HDMI LAN COM RLY 1-2 IR 1-2 L/R HDMI L/R COM LAN PoHDB-T USB USB USB VID 1 VID 2 LINE IN LAN USB HDMIUSB PHX PWR COM LAN USB INPUT USB VIDEO/AUDIO USB INPUT INPUT USB 70V LAN HDMI CABLE CUBBY TYPE 1 HDMI DP VGA RJ P2 USB USB AC AC PS DIGITAL AV XMTR TYPE 1 USB RVCR TYPE1 RJ RJ AC CONNECTIVITY HUB AUDIO CONF MODULE CAMERA TYPE 2 BELOW MONITOR RJ RJ AC AV PRESENTATION SWITCHER TYPE 1 DIGITAL AV RCVR TYPE 1 @ DISPLAY BOX FLAT PANEL TV TYPE 1 MEDIA RECORDER OFE COMPUTER CONTROL PANEL TYPE 1 PS INFRARED RADIATOR OFE LAPTOP USB XMTR TYPE1 USB XMTR TYPE1 USB XMTR TYPE1 USB USB RJ USB ACAC AC AC CAMERA TYPE 3 ABOVE MONITOR CAM EXT USB RJ CAM EXT SV RJ RJ RJ RJ RJ CAM EXT USB RJ CAM EXT SV RJ CABLE RETRACTOR (TYP.) CONF TABLE TO UNDER-TABLE POWER STRIP TO UNDER-TABLE POWER STRIP TO UNDER-TABLE POWER STRIP TO ELECTRICAL PANEL (BY EC) TO BUILDING LAN (BY OTHERS) FLOOR BOX (4G) CEILING MICROPHONES (TYPE 1) A A B TO BUILDING LAN (BY OTHERS) TO BUILDING LAN (BY OTHERS) C C +48VDC GROMMET (BY OTHERS) EXT EXTTO AC POWER TO FIRE ALARM PANEL TO BUILDING LAN (BY OTHERS) AV CREDENZA ALS RCVR EAR PHONE/ NECK LANYARD WITH INDUCTIVE LOOP (TYP OF 2) ALS RCVR CHARGING TRAY (TYP OF 1) TO GB ETHERNET SWITCH TO GB ETHERNET SWITCH TO GB ETHERNET SWITCH TO GB ETHERNET SWITCH LOUDSPEAKER TYPE 1 @7.5W REPEAT FOR TOTAL OF 4 DUAL CHARGING PORTS LAPTOP HUB TOUCH PANEL FLOOR BOX (1G) TO ELECTRICAL PANEL (BY EC) FLOOR BOX (2G) @DISPLAY BACK BOX D D 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV502 AV Systems Functional Diagrams 2 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1FUNCTIONAL DIAGRAM-SEMINAR ROOMS No. Date Revision 1' 10" MODEL: FSR FL-500P SERIES ALL CONDUITS TERMINATE INTO RESPECTIVE AREAS 1-GANG (BY EC) 2-GANG (BY EC)4-GANG(BY AVC) NOTES: 1. COORDINATE REQUIREMENTS WITH ELECTRICAL DRAWINGS. 2. EXACT FLOOR BOX CONFIGURATION VARIES DEPENDING ON MANUFACTURER. COORDINATE EXACT DIMENSIONS AND LAYOUT WITH MODEL BEING SUPPLIED. F1 COMPARTMENTS FLOOR BOX CONFIGURATION 4-GANG 2-GANG 1-GANG 1 AV PLATE DOUBLE DUPLEX AC TEL/DATA ALL CONDUITS TERMINATE INTO RESPECTIVE AREAS AV AREAS (BY AVC) AC POWER AREA (BY EC) MODEL SHOWN: FSR FL-600P SERIES 1'1'-1 1/2"FUTURE AV NOTES: 1. COORDINATE REQUIREMENTS WITH ELECTRICAL DRAWINGS. 2. EXACT FLOOR BOX CONFIGURATION VARIES DEPENDING ON MANUFACTURER. COORDINATE EXACT DIMENSIONS AND LAYOUT WITH MODEL BEING SUPPLIED. TEL/DATA (BY EC) F2 COMPARTMENTS FLOOR BOX CONFIGURATION 6-GANG 3-GANG 1-GANG 1-GANG 1 AV PLATE FUTURE DUPLEX AC TEL/DATA BUILDING SUPERSTRUCTURECONDUIT STUB TO ACCESSIBLE CEILING PLENUM CABLE SAFETY CABLE CEILING T-CHANNEL GRILLE CEILING TILE SUPPORT BRIDGE LOUDSPEAKER ASSEMBLY PLENUM CABLE TO NEXT LOUDSPEAKER (SUPPORTED FROM BUILDING SUPERSTRUCTURE) TB1 6 1_ 4 " TOP VIEW ISOMETRIC VIEW SYMBOL71_ 2 " BY OTHERS (TYP EC, GC,...) BY AVC UNITSTRUT SUPPORT FRAME (MOUNT TO BUILDING STRUCTURE) FINISHED CEILING PROJECTOR MOUNT MEDIA RECEIVER ON POLE MOUNT BUILDING SUPERSTRUCTURE V1 BOX COVER PLATE VIDEO PROJECTOR AC OUTLET BEHIND 'D2' BOX COVER PLATE TRIM RINGFINISHED CEILING 1-1/2" RIGID PIPE AIM DISPLAY AS REQUIRED FOR OPTIMAL VIEWING DISPLAY MOUNT AC POWER & IT DROP (BEYOND) MOUNTING PLATE UNISTRUT SUPPORT FRAME (BY GC) BUILDING SUPPER STRUCTURE MEDIA RECEIVER ON POLE MOUNTBY OTHERS (TYP EC, GC,...) BY AVC NOTES: 1. PROVIDED TRIM RING AND ALL NECESSARY HARDWARE TO COMPLETELY INSTALL MONITOR. 2. BOTTOM OF DISPLAY OR INCLUDED ACCESSORY COMPONENTS, E.G. CAMERAS, MEDIA PLAYERS, ETC SHOULD BE A MINIMUM OF 6'-8" ABOVE THE FINISHED FLOOR, OR PER APPLICABLE CODE(S). FIELD VERIFY EXACT LOCATION AND COORDINATE W/ARCHITECT. 3. INSTALLATION MAY INCLUDE ADDITIONAL ACCESSORY MOUNTING HARDWARE. 4. ELECTRICAL CONTRACTOR PROVIDES, INSTALLS, AND TERMINATES AC DUPLEX OUTLET IN INSTALLATION BOX. 5. AV SIGNALS ROUTE FROM CONDUITS INTO INSTALLATION BOX, DOWN SUPPORT PIPE, AND TO DISPLAY. 6. DISPLAY POWER CORD ROUTES UP SUPPORT PIPE AND TERMINATES IN AC DUPLEX OUTLET. 7. ADJUST PIPE LENGTH AS NEEDED & PAINT AS APPROVED BY ARCHITECT IF MORE THAN 6" IS VISIBLE BELOW CEILING. 8. UNISTRUT SUPPORTS PROVIDED & INSTALLED BY G.C. - DISPLAY MOUNT, THRU-CLG SUPPORT, DISPLAY, & DISPLAY WIRING PROVIDED AND INSTALLED BY AV CONTRACTOR. 80" MIN FROM FINISHED FLOOR TB2 TOP VIEW ISOMETRIC VIEW SYMBOL 6.13 6.13 WOOD CEILING SUPPORT STRAP OR PAN 3/4" EMT CONDUIT TO NEXT LOUDSPEAKER 4" OCTAGONAL ELECTRICAL BOX BUILDING SUPERSTRUCTURE LOUDSPEAKER ASSEMBLY 3/4" FLEX CONDUIT GRILLE SAFETY CABLE 3/4" EMT CONDUIT TO NEXT LOUDSPEAKER S1 SYMBOL 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV600 AV Systems Installation Details 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1FLOOR BOX DETAIL-FL 500P-6 SCALE: NOT TO SCALE5FLOOR BOX DETAIL-FL-600 SCALE: NOT TO SCALE2CEILING MOUNTED SPEAKERS DETAIL FOR ACCESIBLE CEILING SCALE: NOT TO SCALE3CABLE CUBBY DETAIL-TYPE 1 SCALE: NOT TO SCALE4TYPICAL PROJECTOR MOUNTING DETAIL-V1 SCALE: NOT TO SCALE6CEILING MOUNTED DISPLAY DETAILSCALE: NOT TO SCALE7CABLE CUBBY DETAIL-TYPE 2 SCALE: NOT TO SCALE8CEILING MOUNTED SPEAKERS DETAIL FOR HARD CEILING No. Date Revision AV CONDUIT (SEE CONDUIT RISER DIAGRAM FOR DETAILS)BY OTHERS(TYP EC, GC,...)BY AVCFINISHED WALLSEE PLAN, SECTION,AND COVER DRAWINGSFOR MOUNTING HEIGHTFINISHED FLOOR 20 AMP DUPLEX OUTLET FLAT PANEL DISPLAY NOTES: 1. DETAIL IS DIAGRAMMATIC. SEE ARCHITECTURAL AND AV DRAWINGS FOR DETAILS. 2. IF RECESSED, PROVIDE MINIMUM 4" CLEAR ON EACH SIDE, TOP, AND BOTTOM FOR AIR CIRCULATION AND RANGE OF MOVEMENT. NOTES: 1. SEE ELEVATIONS AND FLOOR PLANS FOR SPEAKER ARRANGEMENT AND NICHE SIZE. DISPLAY BACKBOX (1) GANG TELE/DATA AV CONDUIT (SEE CONDUIT RISER DIAGRAM FOR DETAILS) CONDUIT CONDUIT (1)GANG TEL/DATA FLAT PANEL DISPLAY MOUNT ASSEMBLY DISPLAY BACK BOX 20 AMP DUPLEX OUTLET D1 SYMBOL 1'-3 1_ 2 " 1'-3 1_ 2 " 2 1_ 2 "2 1_ 2 " 1 1_ 2 "4" CONDUIT (BY OTHERS) 1-GANG TEL/DATA (BY OTHERS) FLAT PANEL DISPLAY CHIEF SERIES MOUNT CHIEF PAC 501 BACK BOX (20"x30"x3.85") 20 AMP DUPLEX OUTLET (BY OTHERS) CONDUIT (BY OTHERS) FINISHED WALL WITH WALL BUILT OUT BELOW DISPLAY FINISHED FLOOR AV CONDUIT (SEE AV CONDUIT RISER DIAGRAM FOR DETAILS 20 AMP DUPLEX OUTLET (BY OTHERS) CHIEF PAC 501 BACK BOX CHIEF SERIES MOUNT CHIEF MOUNTING KIT 1-GANG TEL/DATA (BY OTHERS) 80" FLAT PANEL DISPLAY AV CONDUIT (SEE AV CONDUIT RISER DIAGRAM FOR DETAILSBY OTHERS(TYP EC,GC,...)BY AVC60" AFFNOTES: 1. DETAIL IS DIAGRAMMATIC. SEE ARCHITECTURAL AND AV DRAWINGS FOR DETAILS. 2. PROVIDE MINIMUM 4" CLEAR ON EACH SIDE, TOP, AND BOTTOM FOR AIR CIRCULATION AND RANGE OF MOVEMENT. 2" GAP AROUND PERIMETER (X)(Y)(Z) CONDUIT (BY OTHERS) 1-GANG TEL/DATA (BY OTHERS) FLAT PANEL DISPLAY CHIEF SERIES MOUNT CHIEF TA 501 BACK BOX 20 AMP DUPLEX OUTLET (BY OTHERS) CONDUIT (BY OTHERS) FINISHED WALL WITH WALL BUILT OUT BELOW DISPLAY FINISHED FLOOR AV CONDUIT (SEE AV CONDUIT RISER DIAGRAM FOR DETAILS 20 AMP DUPLEX OUTLET (BY OTHERS)CHIEF TA 501 BACK BOX CHIEF SERIES MOUNT 1-GANG TEL/DATA (BY OTHERS) 42" FLAT PANEL DISPLAY AV CONDUIT (SEE AV CONDUIT RISER DIAGRAM FOR DETAILS DISPLAY RECESS DISPLAY WIDTH HEIGHT DEPTH* (IN.) WIDTH (X) HEIGHT (Y) DEPTH**(Z) BACK BOX WALL-MOUNT INTERFACE 42" (D3) 39.18 23.16 2.43 44" 26" 2.5" (min.) TA501 TS318TU N/A 80" (D4) 73.31 43.78 5.52 76" 47" 5.625" (min.) PAC501 PNRIWUB PSBU * INCLUDES MOUNT DEPTH ** EXCLUDES DISPLAY BACK BOX BY OTHERS(TYP EC,GC,...)BY AVC60" AFFNOTES: 1. DETAIL IS DIAGRAMMATIC. SEE ARCHITECTURAL AND AV DRAWINGS FOR DETAILS. 2. PROVIDE MINIMUM 4" CLEAR ON EACH SIDE, TOP, AND BOTTOM FOR AIR CIRCULATION AND RANGE OF MOVEMENT. 2" MIN GAP AROUND PERIMETER(Y)(X) (Z) 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV601 AV Systems Installation Details 2 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1TYPICAL FLAT PANEL DISPLAY MOUNTING DETAIL SCALE: NOT TO SCALE2AV DISPLAY BOX DETAIL SCALE: NOT TO SCALE3RECESSED WALL MOUNT DISPLAY DETAIL-D4 SCALE: NOT TO SCALE4RECESSED WALL MOUNT DISPLAY DETAIL-D3 No. Date Revision 4-CH POWER AMP UPS OFE NETWORK OFE NETWORK OFE NETWORK OFE NETWORK POWER STRIP RACK ID PANEL WLRS MIC ANTENNA WLRS MIC RCVR (X2) BLANK AUDIO DSP (TYPE 1) AUDIO DSP (TYPE 2) BLANK BLANK BLANK BLANK CONTROL PROCESSOR DRAWER AV MATRIX SWITCHER (TYPE 1) BLANK VIDEO-TO USB IF MEDIA RECORDER BLANK OFE COMPUTER USB XMTR CAM IF BLANK BLANK BLANK BLANK BLANK BLANK BLANK BLANK BLANK POWER STRIP BLANK PRES SWTCHR (TYPE 2) USB RCVR BLANK BLANK BLANK BLANK BLANK BLANK OFE NETWORK OFE NETWORK OFE NETWORK OFE NETWORK PRESENTATION SWITCHER (TYPE 1) BLANK OFE COMPUTER POWER STRIP RACK ID PANEL BLANK USB XMTR (X2) BLANK BLANK MEDIA RECORDER BLANK BLANK BLANK DRAWER BLANK BLANK BLANK BLANK DM XMTR CAMERA VID CAMERA USB PUSHPUSHPUSHPUSHDM XMTR DM RCVR AUX MIC 1 AUX MIC 2 AUX MIC 3 LECTERN SPEECH MIX PUSHDM RCVR LECTERN DM XMTR VGAHDMI RM PC USB AUDIO 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 AV602 AV Systems Rack/Plate Details 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1RACK DETAIL-EVENT ROOM AV CLOSET SCALE: NOT TO SCALE2RACK DETAIL-EVENT ROOM LECTERN SCALE: NOT TO SCALE3RACK DETAIL-SEMINAR/CONF ROOM CREDENZA SCALE: NOT TO SCALE4PLATE DETAIL-FLOOR BOX F1 SCALE: NOT TO SCALE5PLATE DETAIL-FLOOR BOX F2 SCALE: NOT TO SCALE6PLATE DETAIL-PRESS FEED R1 SCALE: NOT TO SCALE7PLATE DETAIL-ALT LECTERN R2 SCALE: NOT TO SCALE8PLATE DETAIL-LECTERN DOC CAMERA No. Date Revision BACKBONE CABLE OR CABLING CONSOLIDATION POINT CUSTOMER PREMISES EQUIPMENT ELECTROMAGNETIC COMPATIBILITY ELECTROMAGNETIC INTERFERENCE ELECTROMAGNETIC RADIATION ASYNCHRONOUS TRANSFER MODE AMERICAN WIRE GAUGE BUILDING AUTOMATION SYSTEM BUILDING CONTROL SYSTEM BUILDING MANAGEMENT SYSTEM BRITISH THERMAL UNIT COMMUNITY ANTENNA TELEVISION CLOSED-CIRCUIT TELEVISION CENTRAL PROCESSING UNIT DIGITAL SUBSCRIBER LINE HORIZONTAL CROSS-CONNECTION INTERMEDIATE CROSS-CONNECT KEY SYSTEM UNIT (TELEPHONE) MAIN CROSS-CONNECT MAIN DISTRIBUTION FRAME MULTI-MODE FIBER OPTIC CABLE HANDHOLE LOCAL AREA NETWORK METROPLITAN AREA NETWORK MECHANICAL, ELECTRICAL, PLUMBING MANHOLE BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL DEMARCATION POINT INTERMEDIATE DISTRIBUTION FRAME MULTI-USER TELECOMMUNICATIONS OUTLET ASSEMBLY TELEPHONE COMPANY CENTRAL OFFICE DENSE WAVELENGTH DIVISION MULTIPLEXING FIBER DISTRIBUTION DATA INTERFACE HEATING, VENTILATING AND AIR CONDITIONING INSULATION DISPLACEMENT CONNECTION INTEGRATED SERVICES DIGITAL NETWORK CODER/DECODER DEFINITION CROSS-CONNECT CIRCUIT EQUIPMENT ROOM GIGAHERTZ MEGAHERTZ FRAME RELAY ACRONYM OR ABBREVIATION ATM AWG BC CC CO CP ER BICSI CPE DEMARC EMC EMI EMR BAS BCS BMS BTU CATV CCTV CKT CODEC CPU DSL DWDM FDDI HC HH MC MM MH ICC IDF KSU MDF MuTOA GHz HVAC IDC ISDN LAN MAN MEP MHz FR TELECOMMUNICATIONS ROOM TRANSIENT VOLTAGE SURGE SUPRESSOR TELECOMMUNICATIONS SERVICE ENTRANCE ROOM WIDE AREA NETWORK UNINTERRUPTIBLE POWER SUPPLY UNLESS OTHERWISE NOTED WORK AREA INFORMATION OUTLET UNSHIELDED TWISTED-PAIR CABLE UNIVERSAL SERVICE ORDER CODE TRANSISTION POINT UNDERGROUND REGISTERED COMMUNICATIONS DISTRIBUTION DESIGNER PRIVATE AUTOMATIC BRANCH EXCHANGE TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TELECOMMUNICATIONS GROUNDING BUSBAR TELECOMMUNICATIONS BONDING BACKBONE SMALL FORM FACTOR FIBER OPTIC CONNECTOR PRIVATE BRANCH EXCHANGE 44.736 (45) Mbps DATA CIRCUIT 1.544 Mbps DATA CIRCUIT SYNCHRONOUS OPTICAL NETWORK RADIO FREQUENCY INTERFACE POINT-OF-PRESENCE OUTSIDE PLANT TELECOMMUNCIATIONS SHIELDED TWISTED-PAIR CABLE SINGLE-MODE FIBER OPTIC CABLE SCREENED TWISTED-PAIR RACK UNIT (1.75") RACK MOUNTING SPACE (1.75") REGISTERED JACK RADIO FREQUENCY PULL BOX PAIR TR WAN UPS UON TVSS WAO UTP USOC TSER UG TP TMGB TGB TBB TC T3 T1 PBX SONET RFI RCDD POTS POP PABX STP SSF ScTP RMS SM RU RJ RF PR PB OSP OM2 OM1 OS1 50/125 MICRON FIBER 8.4/125 MICRON SINGLE MODE FIBER 62.5/125 MICRON FIBER PLAIN OLD TELEPHONE SERVICE (2-WIRE, LOOP-START CIRCUIT) DEFINITIONACRONYM OR ABBREVIATION NEC NATIONAL ELECTRIC CODE CONDUITC CARD READERCR DOOR CONTACT/DOOR POSITION SWITCHDC/DPS ELEVATOR EMERGENCY PHONEELV PANIC BUTTONPBN WIRELESS ACCESS POINTWAP BACK BONDING CONNECTORRBC GROUND EQUALIZERGE ELECTRICAL CONTRACTOREC GENERAL CONTRACTORGC DISTRIBUTION FRAMEDF OM3 50/125 LASER OPTIMIZED MICRON FIBER OM4 50 LASER OPTIMIZED MICRON FIBER ACCESS CONTROL SYSTEMACS TECHNOLOGY TERMS V1 F1 F2 SYMBOL ADDITIONAL NOTES IT TEL/DATA SYMBOLS BOX TYPEDESCRIPTION MOUNTING LOCATION SYMBOL LEGEND EM AV DS FO CCTV CR DC TELECOM OUTLET FLUSH MOUNT AT 18" AFF U.O.N 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 1-DATA CAT 6 CABLE TELEPHONE OUTLET FLUSH MOUNT FLUSH MOUNT AT 42" A.F.F. U.O.N. CEILING MOUNT TELECOM OUTLET FOR WIRELESS ACCESS POINT 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 1-VOICE CAT6 CABLE 1-VOICE CAT6 CABLE WITH VIKING E-1600-45 EMERGENCY PHONE 1-DATA CAT6 CABLEFLUSH MOUNT IN FLOOR FLUSH MOUNT IN CEILING EMERGENCY TELEPHONE 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING FLOOR BOX TYPE 1 FLOOR BOX BY EC 1-DATA CAT6A CABLE WITH 15' OF SLACK AT THE LOCATION CEILING OUTLET FOR VIDEO PROJECOR 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 1-VOICE CAT 6 CABLE AND 1-DATA CAT 6 CABLE TELECOM OUTLET FOR DISPLAY FLUSH MOUNT AT 66"AFF U.O.N 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 4-DATA CAT 6 CABLES TELECOM OUTLET FOR DIGITAL SIGNAGE FLUSH MOUNT AT 5' AFF U.O.N 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 2-DATA CAT 6 CABLES 4-DATA CAT6 CABLESFLUSH MOUNT IN FLOORFLOOR BOX TYPE 2 FLOOR BOX BY EC FIBER OPTIC OUTLET MOUNT AT 18" AFF U.O.NSEE SPECIFICATION 270000 SEE SPECIFICATION 270000 TELECOM OUTLET FOR CARD READER MOUNT AT 42" AFF4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING SEE DIV 280000 SPECIFICATIONS AND DIV 087100 SPECIFICATIONS TELECOM OUTLET FOR CCTV FLUSH MOUNT AT 5' AFF U.O.N 4-11/16" SQUARE 2-1/8" DEEP METAL BOX W/ 1-GANG REDUCING RING 1-DATA CAT 6 CABLE DOOR CONTACTS FLUSH MOUNT IN DOOR/DOOR FRAME SEE DIV 281000 SPECIFICATIONS AND DIV 087100 SPECIFICATIONS TELECOMMUNICATIONS PATHWAY NOTES: 1. TELECOMMUNICATIONS INSTALLATION MUST COMPLY WITH ALL TIA STANDARDS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ·569-C COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATIONS PATHWAYS AND SPACES ·BICSI INSTALLATION METHODOLOGIES ·IN CASE OF CONFLICT AMONG DRAWINGS AND SPECIFICATIONS AND DOCUMENTS CITED, THE MOST STRINGENT REQUIREMENT WILL BE FOLLOWED. 2. DRAWINGS ARE SCHEMATIC AND SHOW THE RELATIONSHIP BETWEEN DEVICES AND CONDUIT. 3. CONDUIT ROUTING, WHEN SHOWN, IS DIAGRAMMATIC AND SHOWN FOR PATH INTENTION. 4. INSTALL CONDUIT RUNS IN THE MOST DIRECT ROUTE POSSIBLE WITH NO MORE THAN (2) 90° BENDS BETWEEN PULL POINTS OR PULL BOXES. 5. 90° CONDUITS OR "LB" TYPE FITTINGS SHALL NOT BE USED FOR TELECOMMUNICATIONS CABLING INSTALLATIONS. 6. CONTINUOUS CONDUIT SECTIONS SHALL NOT BE GREATER THAN 100 LINEAR FEET IN LENGTH WITHOUT AN ADEQUATELY SIZED PULL BOX. 7. CONDUITS SHALL BE BONDED TO GROUND ON ONE OR BOTH ENDS IN ACCORDANCE WITH LOCAL ELECTRICAL CODE AND NEC. 8. TELECOMMUNICATION CONDUITS SHALL BE INSTALLED TO WITHSTAND THE ENVIRONMENT IN WHICH THEY WILL BE EXPOSED IN AND IN ACCORDANCE WITH NEC. 9. DO NOT INSTALL CONDUITS OVER OR ADJACENT TO BOILERS, INCINERATORS OR HOT WATER OR STEAM LINES. 10. THE BEND RADIUS OF ANY PORTION OF THE CONDUIT PATHWAY SHALL BE SIX (6) TIMES THE INTERNAL DIAMETER OF THE CONDUIT FOR ALL CONDUITS 2" IN DIAMETER OR LESS. 11. THE BEND RADIUS OF ANY PORTION OF THE CONDUIT PATHWAY SHALL BE TEN (10) TIMES THE INTERNAL DIAMETER OF THE CONDUIT FOR ALL CONDUITS GREATER THAN 2" IN DIAMETER. 12. WHERE A CONDUIT RUN REQUIRES A REVERSE BEND (BETWEEN 100° AND 180°) A PULL BOX SHALL BE INSTALLED AT EACH BEND HAVING SUCH AN ANGLE, WITHIN 10 FEET OF THE BEND. 13. IF A CONDUIT REQUIRES A THIRD 90 DEGREE BEND BETWEEN PULL POINTS OR PULL BOX, THE OVERALL DESIGN CAPACITY OF THE CONDUIT SYSTEM SHALL HAVE A DERATED CAPACITY OF 15 PERCENT. 14. ALL CONDUIT ENDS SHALL BE REAMED AND FITTED WITH THREADED INSULATED BUSHING TO ELIMINATE SHARP EDGES THAT CAN DAMAGE CABLES DURING INSTALLATION. 15. CONDUITS THAT PROTRUDE THRU WALLS AND FLOORS SHALL BE EXTENDED 3" BEYOND THE SURFACE OF THAT PENETRATION. 16. ALL CONDUITS SHALL BE EQUIPPED WITH PULL LINE WITH A MINIMUM TEST RATING OF 200 POUNDS. 17. INSTALL PULL BOXES IN ACCESSIBLE LOCATIONS. DIRECT ACCESS TO PULL BOXES IS REQUIRED. PROVIDE LABELED, HINGED ACCESS PANEL DOOR. PULL BOXES SHALL BE LISTED FOR THE PURPOSE. 18. PULL BOXES SHALL NOT BE USED IN SUBSTITUTION OF A 90 DEGREE BEND. 19. COORDINATE EXACT LOCATIONS OF ALL FLOOR BOXES WITH ARCHITECT PRIOR TO INSTALLATION. 20. COORDINATE EXACT DEVICE LOCATIONS WITH ARCHITECTURAL ELEVATIONS, ARCHITECT, GC AND OWNERS REP. 21. MOUNTING HEIGHTS INDICATED ARE TO CENTERLINE OF DEVICE UNLESS OTHERWISE NOTED. 22. ALL ITEMS NEEDED FOR A COMPLETE INSTALLATION MAY NOT BE SHOWN. REFER TO DIVISION 270000 SPECIFICATIONS FOR MORE INFORMATION. 23. PATH FOR COMMUNICATION CABLES IN THE BUILDING(S) SHALL BE IN CONDUIT. RUN CONDUIT FROM OUTLET BOX TO NEAREST ACCESSIBLE CEILING. 24. J HOOKS ARE ACCEPTABLE FROM ABOVE ACCESSIBLE CEILING TO CABLE TRAY. 25. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION OF LIMITS OF CEILING TYPES, GYPSUM AND ACOUSTICAL CEILING TILES, WHEN PLACING CONDUIT AND CABLE TRAY. 26. ALL CONDUITS PASSING THROUGH AN EXPANSION WALL MUST HAVE APPROPRIATE EXPANSION JOINT. 27. CONTRACTOR SHALL RESTORE WALL PARTITIONS AND FLOOR ASSEMBLIES BACK TO DESIGNATED AND DESIGNED FIRE RATING WITH APPROVED FIRE STOPPING SYSTEMS. 28. REFER TO 'T' SERIES DRAWINGS FOR INSTALLATION DETAILS. REFER TO DIVISION 270000 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GENERAL NOTES: 1. TELECOMMUNICATIONS INSTALLATION MUST COMPLY WITH ALL TIA STANDARDS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ·568-C.0 GENERIC TELECOMMUNICATIONS CABLING FOR CUSTOMER PREMISES ·568-C.1 COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD PART 1: GENERAL REQUIREMENTS. ·568-C.2 BALANCED TWISTED PAIR TELECOMMUNICATIONS CABLING AND COMPONENTS STANDARDS ·568-C.3 OPTICAL FIBER CABLING COMPONENT STANDARD ·568-C.4 BROADBAND COAXIAL CABLING AND COMPONENTS STANDARD ·606-A ADMINISTRATION STANDARD FOR COMMERCIAL TELECOMMUNICATIONS INFRASTRUCTURE ·607-B COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS ·BICSI INSTALLATION METHODOLOGIES ·IN CASE OF CONFLICT AMONG DOCUMENTS CITED, THE MOST STRINGENT REQUIREMENT WILL BE FOLLOWED. 2. ALL MOUNTING ELEVATIONS OF COMMUNICATION OUTLETS SUCH AS WALL PHONES, VOICE OUTLETS, DATA OUTLETS, COMBINATION VOICE/DATA OUTLETS SHALL BE PER INSTALLATION DETAILS AND ARCHITECTURAL ELEVATIONS. WHERE CONTRACT DOCUMENTS CONFLICT, SUBMIT REQUEST FOR INFORMATION TO PROJECT ARCHITECT. 3. ALL COMMUNICATION JACKS, FACEPLATES, PATCH PANELS, ETC. ARE TO BE SUPPLIED BY LOW VOLTAGE CONTRACTOR. 4. ALL LADDER RACK, D-RINGS, J-HOOKS, ETC. INSIDE COMMUNICATION SPACES ARE TO BE INSTALLED BY COMMUNICATIONS CONTRACTOR. 5. PROVIDE AND INSTALL WALLFIELD BACKBOARDS OF 3/4" FIRE-RESISTANT PLYWOOD IN ALL TELECOMMUNICATION CLOSETS. 6. PERMANENT MACHINE PRINTED LABELS SHALL BE PLACED ON BOTH ENDS OF THE CABLE. PLACE LABELS NOT MORE THAN 6" OR LESS THAN 4" FROM THE END OF OUTER SHEATH. HANDWRITTEN LABELS WILL NOT BE ACCEPTED. 7. ALL CABLE ABOVE SUSPENDED CEILINGS OR IN OPEN SPACES IS TO BE PLENUM RATED UNLESS SPECIFIED ELSEWHERE. 8. PROVIDE MACHINE PRINTED LABELS ON FACEPLATES AND EQUIPMENT RACKS. SUBMIT SAMPLE LABEL AND SUBMIT LABELING SCHEDULE TO OWNER AND CONSULTANT FOR FINAL APPROVAL PRIOR TO FABRICATION OF LABELS. 9. SUBMIT FINISHES TO ARCHITECT AND CONSULTANT PRIOR TO FABRICATION. 10. NO MORE THAN 12" CABLE SAG ALLOWED BETWEEN CABLE SUPPORTS. PROVIDE ADDITIONAL APPROVED CABLE SUPPORTS AS REQUIRED. 11. CABLES SHALL NOT REST ON OTHER BUILDING SYSTEMS SUCH AS CEILINGS, CONDUITS, FIRE PROTECTION OR DUCT WORK. ELECTRICAL CONTRACTOR NOTES: 1. PROVIDE AN AC POWER SYSTEM FOR THE COMMUNICATIONS SYSTEM. AC SYSTEM INCLUDES A DEDICATED POWER PANEL WITH TRANSIENT VOLTAGE SURGE SUPPRESSORS. 2. ALL AC POWER BRANCH CIRCUITING, BACK BOXES, FLOOR BOXES, CABLE TRAY, CONDUIT, ETC. TO BE INSTALLED BY ELECTRICAL CONTRACTOR. 3. PROVIDE A COMPLETE CONDUIT AND WIREWAY SYSTEM FOR THE INFORMATION SYSTEM. 4. NO FLEX CONDUIT IS TO BE USED IN THE COMMUNICATIONS SYSTEM UNLESS OTHERWISE NOTED. 5. CONDUIT FOR STANDARD WALL OUTLETS SHALL AS INDICATED ON THE INSTALLATION DETAILS. 6. COMMUNICATION OUTLET BOXES ARE RANDL T-55017 5" SQUARE X 2 7/8" DEEP WITH SINGLE GANG PLASTER RING, OR EQUAL, UNLESS OTHERWISE NOTED ON DRAWINGS. 7. J-HOOKS OR OTHER APPROVED CABLE SUPPORTS SHALL BE INSTALLED AT A MINIMUM OF 5'-0” ON CENTER. CABLE TRAY SUPPORTS SHALL BE PER MANUFACTURER'S RECOMMENDATION. 8. J-HOOKS AND CABLE TRAYS, WHEN NOT IN COMMUNICATIONS ROOMS, SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 12. PROVIDE CAT6A STRUCTURAL CABLING SYSTEM ( CABLES, JACKS AND PATCH PANELS) FOR WIFI CABLING ONLY. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T000 T Systems Symbols and Legends 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSHEET INDEX Sheet Number Sheet Name T000 T Systems Symbols and Legends T101 T Systems Floor Plan-Lower Level 3 T102 T Systems Floor Plan-Lower Level 2 T103 T Systems Floor Plan-Lower Level 1 T104 T Systems Floor Plan-Ground Level T105 T Systems Floor Plan-Level 1 T106 T Systems Floor Plan-Level 2 T107 T Systems IT Rooms Elevations T300 T Systems Details 1 T301 T Systems Details 2 T302 T Systems Data Cable Counts T303 T-Systems Riser Diagrams No. Date Revision DN DC DC 1 2 3 4.2 A.1 B D C A 4.0 7.0 7.1 STUDENT OFFICER 3L58E STUDENT OFFICER 3L58G STUDENT OFFICER 3L58H STUDENT OFFICER 3L58J STUDENT GROUP SPACE 3L58 STUDENT OFFICER 3L58C STUDENT OFFICER 3L58D STUDENT OFFICER 3L58B STUDENT OFFICER 3L58A JC 3L0061 ELEV. 3L0070 MACHINE ROOM 3L0060 SERVICE 3L0068 SERVICE 3L0063 SERVICE 3L0065 SERVICE 3L0062 WC 3L0021 EM EM CR CCTV GENERAL NOTES: 1. ALL CABLES ON LOWER LEVEL 3 TERMINATE IN IDF 2L35. 2.SEE ARCHITECTURAL DRAWINGS G003, G004, G005 FOR PHASING PLANS. 3. USE J-HOOKS FOR CABLE SUPPORTS IN CORRIDORS. 4. SLEEVES IN CONDUITS SHOWN ON PLANS FOR THRU-WALLS AND THRU-SLABS. 5.SEE T000 FOR PATHWAY NOTES AND GENERAL NOTES. 6.SEE T303, DETAIL#2 FOR PATHWAY RISER DIAGRAM. 3L0041-A 3L0001 3L0062 1 2222 2 2 2 2 3 2 2 2 2 1 2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T101 T Systems Floor Plan-Lower Level 3 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 IT FLOOR PLAN-LOWER LEVEL 3 KEY NOTES: 1 REFER TO DOOR DETAILS ON SHEET T304 2 MOUNT DATA OUTLET. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT 3 (2) 4" CONDUIT SLEEVES, ABOVE FINISHED CEILING,SEE T300 DETAIL NO. 6 No. Date Revision 2 07/18/2016 ADDENDUM 5 2 FD FD 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 4.1 K.2 A F.1 F.2 3.1 4.9 5.1 4.0 7.0 K.1 7.1 LAW REVIEW READING ROOM 2L58 JLPP READING ROOM 2L46 OFFICE 2L46A MEN'S RESTROOM 2L0021 EDITORS 2L58CEDITORS 2L58D JC 2L0061 ELEV. 2L0070 SHARED ADMIN OFFICE 2L39 ILJ READING ROOM 2L30 SHARED OFFICE 2L30A OFFICE 2L30B OFFICE 2L30C WOMEN'S RESTROOM 2L0022 EDITORS 2L58B IDF 2L35 LII BULLETIN OFFICE 2L37 T107 1 JLPP CONFERENCE ROOM 2L46B ? ? STAIR 1 2L0001 STG 2L34 STG 2L0067 STG 2L0069 EM EM CR CCTV 2L0048 1 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 4 STG 2L58A GENERAL NOTES: 1. ALL CABLES ON LOWER LEVEL 2 TERMINATE IN IDF 2L35. 2.SEE ARCHITECTURAL DRAWINGS G003, G004, G005 FOR PHASING PLANS. 3. USE J-HOOKS FOR CABLE SUPPORTS IN CORRIDORS. 4. SLEEVES IN CONDUITS SHOWN ON PLANS FOR THRU-WALLS AND THRU-SLABS. 5.SEE T000 FOR PATHWAY NOTES AND GENERAL NOTES. 6.SEE T303, DETAIL#2 FOR PATHWAY RISER DIAGRAM. 1 2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T102 T Systems Floor Plan-Lower Level 2 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 IT FLOOR PLAN-LOWER LEVEL 2 KEY NOTES: 1 REFER TO DOOR DETAILS ON SHEET T304 2 MOUNT DATA OUTLET. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT 3 (2) 4" CONDUIT SLEEVES, ABOVE FINISHED CEILING,SEE T300 DETAIL NO. 6 4 DATA OUTLET FOR ACCESS CONTROL SYSTEM No. Date Revision 2 07/18/2016 ADDENDUM 5 2 FD FD FD F1 V1 V1 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 DIR. PROGRAM ADMISSIONS L58 ASSIST. DEAN L56 DIRECTOR L54 FLEX OFFICE L52 IGLS AND CLARK E.A. RECEPTION L46 VISITING SCHOLAR LOUNGE / WORKSPACE L46B EXEC DIR L44 POST DOC L42 ASSIST. DIR. L57 IGLS OFFICE L55 ASSOC DEAN L53 JC L0061 CONFERENCE L39 FLEX OFFICE L33 FLEX OFFICE L31 FLEX OFFICE L29 WORKROOM L30 GENDER NEUTRAL TOILET L0023 WOMEN'S RESTROOM L0022 MEN'S RESTROOM L0021 ELEV. L0070 CORRIDOR L0041 DINING OFFICES L35 ELEC. L0063 MECH L0065 STORAGE ROOM L0068 STAIR 2 L0002 ELEVATOR MACHINE RM L0066 CORRIDOR L0041 KITCHEN L35B STOR. L35A ELEVATOR L0071 AV EVENT ROOM L28 DINING L24 CORRIDOR L0041 STG L46A DS FO FO EM EM CR CCTV L28D 1 2 2 3 3 4 5 MOUNT 48" AFFAED CABINET GENERAL NOTES: 1. ALL CABLES ON LOWER LEVEL 1 TERMINATE IN IDF 2L35. 2.SEE ARCHITECTURAL DRAWINGS G003, G004, G005 FOR PHASING PLANS. 3. USE J-HOOKS FOR CABLE SUPPORTS IN CORRIDORS. 4. SLEEVES IN CONDUITS SHOWN ON PLANS FOR THRU-WALLS AND THRU-SLABS. 5.SEE T000 FOR PATHWAY NOTES AND GENERAL NOTES. 6.SEE T303, DETAIL#2 FOR PATHWAY RISER DIAGRAM. ELEC L0064 STAIR 3 L0003 SERVERY L35C EX-G 1 2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T103 T Systems Floor Plan-Lower Level 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 IT FLOOR PLAN-LOWER LEVEL 1 KEY NOTES: 1 REFER TO DOOR DETAILS ON SHEET T304 2 MOUNT DATA OUTLET. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT 3 MOUNT DATA OUTLET FOR AV BEHIND FLAT PANEL APPROX 60" AFF. COORDINATE EXACT LOCATION WITH ARCH ELEVATIONS 4 MOUNT FIBER OPTIC OUTLET ABOVE RACK, APPROX 88" AFF 5 (4) 4" CONDUIT SLEEVES, SEE T300 DETAIL NO. 6 No. Date Revision 2 07/18/2016 ADDENDUM 5 2 FD F1 F1 F1 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 DIR. FINANC. SERV G58C DIR. HUMAN RES. G58D ASSOC. DEAN G58E MEETING ROOM G52 WORKROOM G50 ASST. DEAN COMMUNICATIONS - WRITER - FORUM WRITER - WOMEN'S RESTROOM G0021 JC G0061 RECEPTION / ADMIN. G58 PAYROLL G58A BUDGET G58B ELEV. G0070 COMMUNICATIONS G46 SEMINAR ROOM G29 SERVICE G0062 SERVICE G0080 JC G0081 STG G28A JC G0065 SERVICE G35 VESTIBULE G0040 SPD ASST. DEAN G33 SPD ADMIN G31 ASSOC. DEAN G28M EXEC. ASST. TO ASSOC. DEAN G28L DIRECTOR ALUM AFFAIRS G28K DIRECTOR ANNUAL FUND G28J PROGRAM OFFICER G28H OFFICE G28P OFFICE G28N MEETING ROOM G34 MEETING ROOM G28R ANNUAL FUNDING ADMIN. G28S MAJOR GIFT OFFICER G28G MAJOR GIFT OFFICER G28F ASST DIR ANNUAL FUNDING G28D LEADERSHIP GIFT OFFICER G28C RECEPTION ENTRY G28 WORK STUDY G28B SVC G38 STAIR G0004 ELEVATOR G0071 ENCLOSED LOGGIA G0041 STAIR 3 G0003 STAIR 2 G0002 CONF. ROOM G39 AV AV MEETING ROOM G26 RECEPTION / ADMIN. G58 AV DS FO FO FO EM EM CR CCTV G0040A1 2 2 2 22 3 3 3 3 4 GENERAL NOTES: 1. ALL CABLES ON GROUND LEVEL TERMINATE IN IDF 128K. 2.SEE ARCHITECTURAL DRAWINGS G003, G004, G005 FOR PHASING PLANS. 3. USE J-HOOKS FOR CABLE SUPPORTS IN CORRIDORS. 4. SLEEVES IN CONDUITS SHOWN ON PLANS FOR THRU-WALLS AND THRU-SLABS. 5.SEE T000 FOR PATHWAY NOTES AND GENERAL NOTES. 6.SEE T303, DETAIL#2 FOR PATHWAY RISER DIAGRAM. G0041-A 1 2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T104 T Systems Floor Plan-Ground Level 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 IT FLOOR PLAN-GROUND LEVEL KEY NOTES: 1 REFER TO DOOR DETAILS ON SHEET T304 2 MOUNT DATA OUTLET. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT 3 MOUNT DATA OUTLET FOR AV BEHIND FLAT PANEL APPROX 60" AFF. COORDINATE EXACT LOCATION WITH ARCH ELEVATIONS 4 (2) 4" CONDUIT SLEEVES, ABOVE FINISHED CEILING,SEE T300 DETAIL NO. 6 No. Date Revision 2 07/18/2016 ADDENDUM 5 2 FD FD F1F1 DC DC 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 CLINICS WORKROOM 146 CLINICS OFFICE 150 CLINICS OFFICE 152 CLINICS OFFICE 144 CLINICS OFFICE 142 CLINICS OFFICE 139 CLINICS OFFICE 137 CLINICS OFFICE 138 WAITING 136 CLINICS OFFICE 157 CLINICS DIRECTOR OFFICE 159 CLINICS OFFICE 158 CLINICS OFFICE 156 RESTROOM 10021 JC 10061CLINICS OFFICE 155 SEMINAR ROOM 129 CLINICS RECEPTION & ADMINISTRATION 133 MEETING ROOM 134 DIRECTOR 128J DIR. INTER. 128H ASSOC DEAN 128G ASSIST DIR 128E OPS ASSIST DEAN 128D C.S. INTERVIEW 130 C.S. INTERVIEW 132 C.S. INTERVIEW 128M C.S. INTERVIEW 128N OPS ADMIN 128C CAREER SERVICES RECEPTION / ADMIN. 128 SHARED CONFERENCE ROOM 128B LOUNGE 127 ASSIST. DEAN STUDENTS 126F ACADEMIC COUNSEL DEAN OF STUD. 126C THERAPY DEAN OF STUD. 126B EVENTS COORD. DEAN OF STUD. 126E WORKROOM STORAGE DEAN OF STUD. 126A T107 5 IDF 128K AV AV RECEP / ADMIN DEAN OF STUD. 126 STORAGE 128A STG 126J CORRIDOR 10044 STAIR 3 10003 FO FO EM EM 10001 10045 1 1 2 2 3 MOUNT 48" AFF AED CABINET GENERAL NOTES: 1. ALL CABLES ON LOWER LEVEL 1 TERMINATE IN IDF128K. 2.SEE ARCHITECTURAL DRAWINGS G003, G004, G005 FOR PHASING PLANS. 3. USE J-HOOKS FOR CABLE SUPPORTS IN CORRIDORS. 4. SLEEVES IN CONDUITS SHOWN ON PLANS FOR THRU-WALLS AND THRU-SLABS. 5.SEE T000 FOR PATHWAY NOTES AND GENERAL NOTES. 6.SEE T303, DETAIL#2 FOR PATHWAY RISER DIAGRAM. 2 2 128K 1 2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T105 T Systems Floor Plan-Level 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 IT FLOOR PLAN-LEVEL 1 KEY NOTES: 1 REFER TO DOOR DETAILS ON SHEET T304 2 MOUNT DATA OUTLET FOR AV BEHIND FLAT PANEL APPROX 60" AFF. COORDINATE EXACT LOCATION WITH ARCH ELEVATIONS 3 (3) 4" CONDUIT SLEEVES, SEE T300 DETAIL NO. 6 No. Date Revision 2 07/18/2016 ADDENDUM 5 2 DC DC DC 1 2 3 4.2 5.0 A.1 B D C F G J H K.0 6 7a 7b 8a 8b 9a 9b89 10 1110a10b 12 13 L 4.1 K.2 E A F.5 12.2 F.1 F.2 3.1 4.9 M 5.1 4.0 7.0 K.1 7.1 CIT 258 MECH ATTIC 1 20069 LAWYERING OFFICE 256A LAWYERING OFFICE 256B LAWYERING OFFICE 256C LAWYERING OFFICE 252 LAWYERING OFFICE 253 TENURED FACULTY OFFICE 250 LAWYERING OFFICE 251 JC 20061 ELEV. 20070 TENURED FACULTY OFFICE 246 FACULTY SUPPORT OFFICE 249 MEETING ROOM 244 TENURED FACULTY OFFICE 247 TENURED FACULTY OFFICE 245 TENURED FACULTY OFFICE 243 TENURED FACULTY OFFICE 240 TENURED FACULTY OFFICE 238 TENURED FACULTY OFFICE 241 TENURED FACULTY OFFICE 237 TENURED FACULTY OFFICE 235 MECHANICAL 20068 MECH SHAFT 20063 STAFF FOOD LOUNGE 226 MAIL 228 ADJUNCT FACULTY OFFICE 230 TENURED FACULTY OFFICE 232 TENURED FACULTY OFFICE 233 ADJUNCT FACULTY OFFICE 231 COPY ROOM 229 CABLES WEST OF GRID LINE 7.2 TERMINATES IN CIT280 CABLES EAST OF GRID LINE 7a TERMINATES IN IDF 141J STAIR 1 20001 LAWYERING RECEPTION 256 CORRIDOR 20041 STAIR 3 20003 EM EM20001 20046 20048 1 1 2 1 3 GENERAL NOTES: 1. ALL CABLES WEST OF GRID LINE 7.2 TERMINATE IN CIT 280. ALL CABLES EAST OF GRID LINE 7.2 TERMINATE IN IDF 128K 2.SEE ARCHITECTURAL DRAWINGS G003, G004, G005 FOR PHASING PLANS. 3. USE J-HOOKS FOR CABLE SUPPORTS IN CORRIDORS. 4. SLEEVES IN CONDUITS SHOWN ON PLANS FOR THRU-WALLS AND THRU-SLABS. 5.SEE T000 FOR PATHWAY NOTES AND GENERAL NOTES. 6. SEE T303, DETAIL#2 FOR PATHWAY RISER DIAGRAM. 2 2 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T106 T Systems Floor Plan-Level 2 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/8" = 1'-0"1 IT FLOOR PLAN-LEVEL 2 KEY NOTES: 1 REFER TO DOOR DETAILS ON SHEET T304 2 (2) 4" CONDUIT SLEEVES, ABOVE FINISHED CEILING,SEE T300 DETAIL NO. 6 3 USE EXISTING 4" SLEEVES. PROVIDE NEW 4" SLEEVES AS REQUIRED No. Date Revision 2 07/18/2016 ADDENDUM 5 2 IDF 2L35 ELECTRICAL PANEL 110 BLOCKS GROUND BUSBAR LADDER RACK (4) 4" HORIZONTAL CONDUIT SLEEVES 19" EQUIPMENT RACKS 8' - 9"8' - 4"VERTICAL WIRE MANAGERS 4'X8' WALL FIELD RESERVED FOR SECURITY PANELS T107 7 6 8 ELECTRICAL PANEL 110 BLOCKS GROUND BUSBAR LADDER RACK 3' CLEARANCE STATION PATHWAY (FIRE RATED) INTERCONNECTING CLOSET CONDUIT 4" MIN (FIRE RATED) EQUIPMENT RACK 10' - 10"8' - 10"IDF 128K VERTICAL WIRE MANAGERS LL2 10' - 1" LL1 20' - 2" GROUND BUS BAR 110 BLOCKS (4) 4" HORIZONTAL CONDUIT SLEEVES LL2 10' - 1" LL1 20' - 2" LADDER RACK VERTICAL WIRE MANAGER EQUIPMENT RACKS LEVEL 1 40' - 4" LEVEL 2 50' - 5" ELECTRICAL PANEL LEVEL 1 40' - 4" LEVEL 2 50' - 5" VERTICAL WIRE MANAGER EQUIPMENT RACK(S) LADDER RACK LEVEL 1 40' - 4" LEVEL 2 50' - 5" 110 BLOCKS GROUND BUSBAR (4) 4" HORIZONTAL CONDUIT SLEEVES LL2 10' - 1" LL1 20' - 2" 5' - 10"9' - 3"(4) 4" HORIZONTAL CONDUIT SLEEVES 6' - 7"150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T107 T Systems IT Rooms Elevations 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: 1/4" = 1'-0"1 IT FLOOR PLAN - LOWER LEVEL 2- IDF 2L35 SCALE: 1/4" = 1'-0"5 IT FLOOR PLAN - LEVEL 1-IDF 128K SCALE: 1/4" = 1'-0"2 LOWER LEVEL 2-IDF 2L35-EAST SCALE: 1/4" = 1'-0"4 LOWER LEVEL 2-IDF 2L35-WEST SCALE: 1/4" = 1'-0"6 LEVELl 1-IDF 128K-EAST SCALE: 1/4" = 1'-0"7 LEVEL 1-IDF 128K-NORTH SCALE: 1/4" = 1'-0"8 LEVELl 1-IDF 128K-SOUTH SCALE: 1/4" = 1'-0"3 LOWER LEVEL 2-IDF 2L35-NORTH No. Date Revision JACK POSITIONS 8 BR T 568A 1 2 3 4 5 6 7 W-G G W-BR0BL W-BLW-0 MODULAR PIN WIRING (FRONT VIEW) PAIR 1 PAIR 4PAIR 3 PAIR 2 USE MANUFACTURERS RECOMMENDED FASTENER WHEN MOUNTING TO DECK ABOVE ADJUSTABLE LEVEL SUPPORT BAR ADJUSTABLE "J" HOOKS WITH VELCRO STRAP NOTES: 1. ALL SUPPORTS SHALL BE SPACED NO GREATER THAN 5'-0" CENTERS. 2. REFER TO MANUFACTURERS RECOMMENDATIONS FOR MAX LOADING, APPLICATION REQUIREMENTS, AND SECURING TO STRUCTURE. L D W 8-INCHES 6-INCHES 5-INCHES 5-INCHES 4-INCHES 4-INCHES 3-INCHES 3-1/2-INCH 2-1/2-INCH 1-1/2-INCH 1-1/4-INCH 4-INCH 3-INCH 2-INCH 15-INCHES 12-INCHES 60-INCHES 54-INCHES 48-INCHES 42-INCHES 36-INCHES 27-INCHES 20-INCHES 12-INCHES 10-INCHES 8-INCHES 8-INCHES 6-INCHES 8-INCHES 6-INCHES 6-INCHES 6-INCHES 5-INCHES 4-INCHES 3-INCHES 3-INCHES 3-INCHES DEPTH MAXIMUM TRADE SIZE OF CONDUIT 3/4-INCH 1-INCH 16-INCHES 12-INCHES LENGTH 4-INCHES SIZE OF PULL BOX 4-INCHES WIDTH FOR EACH ADDITIONAL CONDUIT INCREASE WIDTH 2-INCHES 2-INCHES TYPICAL PULL BOX Conduit Fill Chart For Horizontal Cabling Conduit Trade Size Cable Outside Diameter 0.18" 0.22" 0.24" 0.29" 0.31" 3/4" 6 4 3 2 2 1"8 7 6 3 3 1 1/4"14 12 8 6 4 1 1/2"18 16 12 7 6 2"26 22 20 14 12 2 1/2"40 36 30 17 14 3"98 73 55 37 32 4"160 120 90 60 55 CAT 6 R35R35 CAT 6 R35R35 CAT 6 R35R35 101-D01101-D01101-D01101-D012 PORT DATA OUTLET 1 PORT DATA OUTLET FIBER OUTLET FACE PLATE, COLOR BY ARCHITECT CAT 6 DATA JACKS, LABEL CABLE AT BOTH ENDS - TYPICAL CAT6 CABLE - TYPICAL FACE PLATE, COLOR BY ARCHITECT CAT 6 DATA JACK, LABEL CABLE AT BOTH ENDS - TYPICAL CAT6 CABLE OUTLET LABEL OUTLET LABEL FACE PLATE, COLOR BY ARCHITECT DUPLEX FIBER CONNECTOR LABEL CABLE AT BOTH ENDS - TYPICAL ZIP CORD OUTLET LABEL -NOTE- 1. BUS BAR MUST BE ANSI/TIA 607-B COMPLIANT. STAND-OFF BRACKET WITH INSULATOR 7/16" DIA. 5/16" DIA. TWO HOLE GROUNDING LUG SIZE CONDUCTOR PER STANDARD ANSI/TIA 607-B TELECOM BONDING BACKBONE TBB length linear m(ft) TBB Size (AWG) Less than 4 (13) 6 4-6 (14-20) 4 6-8 (21-26) 3 8-10 (27-33) 2 10-13 (34-41) 1 13-16 (42-52) 1 / 0 16-20 (53-66) 2 / 0 Greater than 20 (66) 3 / 0 5/8" 1.125 (TYP.) FINISHED FLOOR FINISHED CEILING DECK ABOVE 4" SLEEVES FROM BELOW FINISHED FLOOR TO ABOVE CEILING. 2" MIN 6 2 PLAN (1) CAT6 CABLE CAT6 PATCH PANEL IN TR (1) CAT6 CABLE WITH MODULAR INSERT IN 4" SQUARE BOX 4" SQUARE x 2 1/8" DEEP BOX WITH SINGLE GANG FLAT REDUCER RING. NO FACEPLATE REQUIRED. FINISHED CEILING NOTE: PROVIDE ACCESS PANEL TO ACCESS CONDUITS ABOVE FINISHED CEILING. 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T300 T Systems Details 1 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1T586A JACK TERMINATION SCALE: NOT TO SCALE2WIRING CABLE SUPPORT SCALE: NOT TO SCALE4PULL BOX SIZING CHART SCALE: NOT TO SCALE5CONDUIT FILL CHART FOR HORIZONTAL CABLING SCALE: NOT TO SCALE7STANDARD WALL OUTLETS SCALE: NOT TO SCALE3GROUNDING BUS BAR SCALE: NOT TO SCALE6IT - CONDUIT RISER DETAIL SCALE: NOT TO SCALE8IT - ACCESS POINT CABLE DETAIL No. Date Revision TC SHALL PROVIDE ANCHORS AND ALL THREAD TO DECK PROVIDE CABLE ROLLERS AS CALLED FOR. (TYPICAL) RACK C (CABLING) RACK B (EQUIPMENT) RACK A (CABLING) TO ELECTRICAL PANEL TO ELECTRICAL PANEL TC SHALL GROUND/BOND RACKS, RUNWAYS, CABLE SHEATHS TO TGB/TMGB AS CALLED FOR (TYPICAL) TC SHALL PROVIDE (3) 19"X7' RACKS AS SHOWN. PROVIDE 4 ANCHORS FOR EACH RACK CORD STYLE CONNECTOR 20A/110V ELECTRICAL CONTRACTOR SHALL PROVIDE KINDORF 1_ 2" THREADED ROD, THIN WIRE, SIZED TO MATCH DROP CORDS AND EQUIPMENT COORDINATE WITH OWNER ELECTRICAL CONTRACTOR SHALL PROVIDE WIRE MESH KELLUM TYPE STRAIN RELIEF WITH BOX FITTING FOR VERTICAL DROP SJO CORD/RECPTS TC SHALL PROVIDE CABLE RUNWAY, MOUNTING PLATES, GROUND AND BOND AS CALLED FOR TC SHALL PROVIDE BONDING JUMPERS BREAKS IN CABLE RUNWAY (TYP.) TC SHALL PROVIDE 6" RUNWAY ELEVATION KITS AT EACH RACK (TYP) EACH DUPLEX WIRED TO SEPARATE CIRCUIT. MOUNT ON REAR OF CABLE TRAY (RECEPTACLES FACING REAR OF RACKS) UPS FINISHED WALL 1-1/4" EMT (SECURE CONDUIT TO STRUCTURE)1'-6" UON(COORDINATE AND CONFIRMMOUNTING HEIGHTWITH ARCHITECT)FINISHED FLOOR 5"X5" BOX WITH SINGLE GANG PLASTER RING COVER PLATE FINISHED CEILING IN HARD CEILING AREAS EXTEND CONDUIT AS REQUIRED TO ACCESSIBLE CEILING AREA TO ALLOW FOR CABLE ACCESS INSULATING BUSHING PERMANENTLY LABEL CONDUIT WITH IDENTIFIER AS NOTED BELOW NOTES: 1. CONDUIT SHALL STUB INTO NEAREST ACCESSIBLE CEILING. 2. CONDUIT STUB LABEL SHALL INCLUDE FLOOR #, AND FACE PLATE #. EXAMPLE: 101-3 4' MIN TO 6' MAX ~ CORRIDOR ~ ~ COMM ROOM ~ -NOTES- 1. COORDINATE VERTICAL ELEVATION OF ALL PATHWAY SECTIONS. 2. BLOCKING TO BE COMPRISED OF SAME MATERIAL AS STUDS SECURED TO BUILDING STRUCTURE PROVIDE BLOCKING FOR CONDUIT TO STUDS CONDUIT SLEEVE INSULATING BUSHING LADDER RACK SUPPORT 3' OC OR AS REQUIRED CABLE TRAY FINISHED WALL 2" MAX 1" MIN TO 4" MAX 2" MAX 101-3-A T R150 -1 -A 2 0 FACE PLATEREAR OF PATCH PANEL101-3-A TR150 -1 -A 2 0 FACE PLATEREAR OF PATCH PANELCABLE LABELCABLE LABEL 4" MIN TO 6" MAX 4" MIN TO 6" MAX 4" MIN TO 6" MAX 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T301 T Systems Details 2 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationSCALE: NOT TO SCALE1IT - POWER DISTRIBUTION AT RACKS DETAIL SCALE: NOT TO SCALE3IT - TEL/DATA WALL DETAIL SCALE: NOT TO SCALE4IT - CONDUIT PATHWAY TRANSITION SCALE: NOT TO SCALE5IT - CABLE LABEL PLACEMENT No. Date Revision 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T302 T Systems Data Cable Counts 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationIT CABLE COUNT-LOWER LEVEL 3 wt IT Room Data CountWAPTotal CAT-6VoiceCommentsData Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 2 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Emergency Phone IDF 2L35 0 0 0 1 EM Emergency Phone IDF 2L35 0 0 0 1 EM Card Reader IDF 2L35 0 0 0 CR CCTV IDF 2L35 1 0 1 CCTV Door Contact Door Contact Data Above Counter IDF 2L35 1 0 1 Grand total 18 2 20 2 IT CABLE COUNT-LOWER LEVEL 2 WTWT IT Room Data CountWAPTotal CAT-6VoiceCommentsData Above Counter IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Emergency Phone IDF 2L35 0 0 0 EM CCTV IDF 2L35 1 0 1 CCTV Card Reader IDF 2L35 0 0 0 CR Grand total 28 4 32 IT CABLE COUNT-LOWER LEVEL 1 Type IT Room Data CountWAPFiberTotal CAT-6VoiceCommentsCard Reader IDF 2L35 0 0 0 CR CCTV IDF 2L35 1 0 1 CCTV Data Above Counter IDF 2L35 1 0 1 Data Above Counter IDF 2L35 1 0 1 Data Outlet -4 IDF 2L35 4 0 4 AV Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-1 IDF 2L35 1 0 1 Data Outlet-DS IDF 2L35 2 0 2 DS Emergency Phone IDF 2L35 0 0 0 1 EM Emergency Phone IDF 2L35 0 0 0 1 EM F1 IDF 2L35 1 0 1 FL BOX F2 IDF 2L35 4 0 4 FL BOX Fiber Outlet IDF 2L35 1 0 1 1 FO Fiber Outlet IDF 2L35 1 0 1 1 FO V1 IDF 2L35 1 0 1 1 Ceiling Data V1 IDF 2L35 1 0 1 1 Ceiling Data Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Wireless Access IDF 2L35 0 1 1 WAP Grand total 43 8 51 4 IT CABLE COUNT- GROUND LEVEL Type IT Room Data CountWAPFiberTotal CAAT-6VoiceCommentsAV-Telecom-4 IDF 128K 4 0 4 AV AV-Telecom-4 IDF 128K 4 0 4 AV AV-Telecom-4 IDF 128K 4 0 4 AV Data Outlet-DS IDF 128K 2 0 2 DS F1 IDF 128K 1 0 1 FL BOX F1 IDF 128K 1 0 1 FL BOX F1 IDF 128K 1 0 1 FL BOX Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Fiber Outlet IDF 128K 1 0 1 1 FO Fiber Outlet IDF 128K 1 0 1 1 FO Fiber Outlet IDF 128K 1 0 1 1 FO CCTV IDF 128K 1 0 1 CCTV Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Emergency Phone IDF 128K 0 0 0 1 EM Emergency Phone IDF 128K 0 0 0 1 EM Card Reader IDF 128K 0 0 0 CR Grand total 56 8 64 2 IT CABLE COUNT- LEVEL 1 WT IT Room Data CountWAPFiberTotal CAT-6VoiceCommentsAV-Telecom-4 IDF 128K 4 0 4 AV AV-Telecom-4 IDF 128K 4 0 4 AV F1 IDF 128K 1 0 1 FL BOX F1 IDF 128K 1 0 1 FL BOX Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Fiber Outlet IDF 128K 1 0 1 1 FO Fiber Outlet IDF 128K 1 0 1 1 FO Data Outlet-1 IDF 128K 1 0 1 Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Emergency Phone IDF 128K 0 0 0 1 EM Emergency Phone IDF 128K 0 0 0 1 EM Grand total 42 9 51 2 IT CABLE COUNT-LEVEL 2-CIT 280 Type IT Room Data CountWAPTotal CAT-6VoiceCommentsData Outlet-1 CIT 280 1 0 1 Data Outlet-1 CIT 280 1 0 1 Data Outlet-1 CIT 280 1 0 1 Data Outlet-1 CIT 280 1 0 1 Wireless Access CIT 280 0 1 1 WAP Wireless Access CIT 280 0 1 1 WAP Wireless Access CIT 280 0 1 1 WAP Emergency Phone CIT 280 0 0 0 1 EM Emergency Phone CIT 280 0 0 0 1 EM Grand total 4 3 7 2 IT CABLE COUNT-LEVEL 2-IDF 128K Type IT Room Data CountWAPTotal CAT-6VoiceCommentsData Above Counter IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Outlet-1 IDF 128K 1 0 1 Data Above Counter IDF 128K 1 0 1 Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Wireless Access IDF 128K 0 1 1 WAP Grand total: 10 6 4 10 No. Date Revision IDF 128K CIT 280 IDF 2L35 110 BLOCK 110 BLOCK 110 BLOCK LOWER LEVEL 3 LOWER LEVEL 2 LOWER LEVEL 1 GROUND LEVEL LEVEL 1 LEVEL 2 ATTIC (1) 12 STRAND SINGLE MODE FIBER OPTIC CABLE (2)12 STRAND SINGLE MODE FIBER OPTIC CABLE VIA ATTIC 100 PR COPPER VOICE CABLE IDF 128K CIT 280 IDF 2L35 LOWER LEVEL 3 LOWER LEVEL 2 LOWER LEVEL 1 GROUND LEVEL LEVEL 1 LEVEL 2 ATTIC (1) 4" C FOR STATION CABLES (2) 4" C FOR BACKBONE AND STATION CABLES (4) 4" C FOR STATION CABLES (1) 4" C FOR BACKBONE (4) 4" C (2) 4" C FOR STATION CABLES (2) 4" C FOR STATION CABLES EXISTING 4" C (1) 4" C FOR BACKBONE (1) 4" C FOR BACKBONE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T303 T-Systems Riser Diagrams 22194 06/20/2016 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationNo. Date Revision SCALE: NOT TO SCALE1IT - RISER DIAGRAM SCALE: NOT TO SCALE2IT - PATHWAY RISER DIAGRAM DOOR POSITION SWITCH 087100 18/4 TO SECURITY PANELS IN 2L35 18/4 J 1" C TO ABOVE ACCESSIBLE CEILING NOTE: 1. ALL WIRING TO BE IN CONDUIT. 2. DOOR 3L0062 IS EXISTING. PROVIDE SURFACE DOOR POSITION SWITCH AND EXPOSED ARMOR CLAD WIRING. 3. TERMINATE SECURITY CABLES IN SECURITY CONTROL PANEL IN IDF ROOMS. POWER TRANSFER DEVICE 087100 EXIT DEVICE WITH ELECTRIC LATCH RETRACTION 087100 DOOR POSITION SWITCH 087100 CARD READER 280000 18/4 3/4" C (2) 18/4 3/4" C 18/6 J 1-1/2"C TO ABOVE ACCESSIBLE CEILING DOORS TYPE NOTE: 1. ALL WIRING TO BE IN CONDUIT. 2. TERMINATE SECURITY CABLES IN SECURITY CONTROL PANEL IN IDF ROOM. 3L0041-A TYPE 4.0 2L0048 TYPE 4.0 L28D TYPE 5.0 L24 TYPE 4.1 DOOR POSITION SWITCH PART NUMBER 087100 CARD READER LOCK 3/4" C 18/4 POWER TRANSFER DEVICE 087100 3/4" C 18/4 J 1-1/2" C TP ABOVE ACCESSIBLE CEILING PS 120 V DOORS TYPE NOTE: 1. ALL WIRING TO BE IN CONDUIT. 2. TERMINATE SECURITY CABLES IN SECURITY CONTROL PANEL DEDICATED FOR DOORS 2L35 AND 128K 2L35 TYPE 17.1 128K TYPE 17.1 DOOR POSITION SWITCH 087100 EXIT DEVICE 087100 POWER TRANSFER DEVICE 087100 3/4" C 3/4" C 18/4 DOOR HARNESS 087100 3/4" C DOOR HARNESS 087100 3/4" C 18/4 J 1-1/2" C TO ABOVE ACCESSIBLE CEILING NOTE: 1. ALL WIRING TO BE IN CONDUIT. PS 120 V DOORS TYPE G0040A TYPE 2.0 3/4" C 3/4" C J 1-1/2"C TO ABOVE ACCESSIBLE CEILING NOTE: 1. PROVIDE CONDUIT AND JUNCTION BOXES ONLY DOORS TYPE G004L-1 TYPE J J POWER TRANSFER DEVICE 087100POWER TRANSFER DEVICE 087100 DOOR POSITION SWITCH 087100 CARD READER 280000 DOOR HARNESS 087100 3/4" C 3/4" C 18/6 J 1-1/2"C TO ABOVE ACCESSIBLE CEILING NOTE: 1. INSTALL CARD READER IN STAIRWELL FOR DOOR 10001. 2. INSTALL CARD READER IN WAITING 136 FOR DOOR 10045 DOORS TYPE 10001 TYPE 10.0 10045 TYPE POWER TRANSFER DEVICE 087100 DOOR POSITION SWITCH 087100 CARD READER 280000 (2) 18/4 3/4" C 18/6 3/4" C 18/4 3/4" C J 1-1/2"C TO ABOVE ACCESSIBLE CEILING DOORS TYPE 20046 TYPE 29.0 20048 TYPE 30.0 2001 TYPE 150 So. Independence Mall West Suite 944 Philadelphia, PA 19106 t: 215.320.3000 www.kssarchitects.com Project No.: Issued: KSS ARCHITECTS Trowbridge Wolf Michaels 1001 W Seneca St Ithaca, NY 14850 607-277-1400 Atelier 10 195 Church St # 10 New Haven, CT 06510 203-777-1400 TG Miller 203 North Aurora Street Ithaca, NY 14850 607-272-6477 Acentech 8 Interplex Drive, #218 Trevose, PA 19053 215-245-8244 Keast & Hood Co. of New York, P.C. 400 Market St, Suite 1250 Philadelphia, PA 19106 215-625-0099 Bruce E Brooks & Associates 2209 Chestnut Street Philadelphia, PA 19103 215-569-0400 T304 T Systems Security Door Details 22194 07/15/16 CONSTRUCTION DOCUMENTS Cornell UniversityIthaca, NY 14853Hughes HallRenovationNo. Date Revision 2 07/18/2016 ADDENDUM 5 SCALE: 1/2" = 1'-0"1 SC-DOOR DETAIL TYPE 1 SCALE: 1/2" = 1'-0"2 SC-DOOR DETAIL TYPE 2 SCALE: 1/2" = 1'-0"3 SC-DOOR DETAIL TYPE 3 SCALE: 1/2" = 1'-0"4 SC-DOOR DETAIL TYPE 4 SCALE: 1/2" = 1'-0"5 SC-DOOR DETAIL TYPE 5 SCALE: 1/2" = 1'-0"6 SC-DOOR DETAIL TYPE 6 SCALE: 1/2" = 1'-0"7 SC-DOOR DETAIL TYPE 7 2