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Home My WebLink About20200214 100% Construction Including AD 1M/E Engineering, P.C. Mechanical, Electrical, Plumbing and Fire Protection Engineers 300 Trolley Boulevard, Rochester, New York 14606 Tel 585.288.5590 Fax 585.288.0233 HOLT Architects, P.C. Architects, Planners, and Interior Designers 619 West State Street, Ithaca, New York 14850 132 E. Jefferson Street, Syracuse, New York 13202 Tel 607.273.7600 www.holt.com PROJECT INFORMATION DATE: JOB NUMBER: CONSTRUCTION CLASSIFICATION: SPRINKLER PROTECTION: BUILDING USE CLASSIFICATION: TOTAL AREA OF PROJECT (SF): Student Agencies Properties, Inc. 411-415 College Ave Redevelopment 411-415 College Ave, Ithaca, New York 14850 411-415 College Ave RedevelopmentStudent Agencies Properties, Inc.New Construction 02.14.2020 2017054 SEE CODE SHEETS NFPA 13 SEE CODE SHEETS 59,311 G001 PROJECT LOCATION PLAN ALTERNATE LIST 1. DRAWING LIST A451 STAIR PLANS AND SECTIONS A452 STAIR PLANS AND SECTIONS A501 EXTERIOR PLAN DETAILS A502 EXTERIOR SECTION DETAILS A551 INTERIOR DETAILS A561 RCP DETAILS A601 DOOR SCHEDULE A602 DOOR DETAILS A651 EXTERIOR WINDOW ELEVATIONS A652 INTERIOR WINDOW ELEVATIONS/ DETAILS A653 EXTERIOR WINDOW DETAILS A654 EXTERIOR WINDOW DETAILS FIRE PROTECTION DEMOLITION FPD101 FLOOR PLANS - FIRE PROTECTION DEMOLITION FIRE PROTECTION FP001 GEN NOTES, SYMBOLS LIST AND DETAILS - FIRE PROTECTION FP100 BASEMENT FLOOR PLAN - FIRE PROTECTION FP101 FIRST AND SECOND FLOOR PLANS - FIRE PROTECTION FP102 THIRD AND FOURTH FLOOR PLANS - FIRE PROTECTION FP103 FIFTH AND SIXTH FLOOR PLANS - FIRE PROTECTION FP104 ROOF PLAN - FIRE PROTECTION FP201 DETAILS - FIRE PROTECTION PLUMBING P001 GEN NOTES, SYMBOLS LIST AND DETAILS - PLUMBING P002 FOUNDATION PLAN - PLUMBING P100 BASEMENT FLOOR PLAN - PLUMBING P101 FIRST AND SECOND FLOOR PLANS - PLUMBING P102 THIRD AND FOURTH FLOOR PLANS - PLUMBING P103 FIFTH AND SIXTH FLOOR PLANS - PLUMBING P104 ROOF PLAN - PLUMBING P201 DETAILS - PLUMBING MECHANICAL DEMOLITION MD-101 FIRST AND SECOND FLOOR PLAN - HVAC DEMOLITION MD-102 THIRD AND FOURTH FLOOR PLAN - HVAC DEMOLITION MECHANICAL M000 GENERAL NOTES AND SYMBOLS LIST - HVAC M100 BASEMENT FLOOR PLAN - HVAC M101 FIRST AND SECOND FLOOR PLAN - HVAC M102 THIRD AND FOURTH FLOOR PLAN - HVAC M103 FIFTH AND SIXTH FLOOR PLAN - HVAC M200 BASEMENT FLOOR PLAN - HVAC PIPING M201 FIRST AND SECOND FLOOR PLAN - HVAC PIPING M202 THIRD AND FOURTH FLOOR PLAN - HVAC PIPING M203 FIFTH AND SIXTH FLOOR PLAN - HVAC PIPING M204 ROOF PLAN - HVAC M301 APARTMENT ENLARGED PLANS - HVAC M302 APARTMENT ENLARGED PLANS - HVAC M303 APARTMENT ENLARGED PLANS - HVAC M304 ENLARGED PLANS - HVAC M401 DETAILS - HVAC M402 DETAILS - HVAC M500 RISER DIAGRAMS - HVAC M501 RISER DIAGRAMS - HVAC M502 HEAT PUMP WATER SYSTEM SCHEMATIC - HVAC M600 SCHEDULES - HVAC M601 SCHEDULES - HVAC ELECTRICAL DEMOLITION ED101 FIRST AND SECOND FLOOR PLANS - ELECTRICAL DEMOLITION ED102 THIRD AND FOURTH FLOOR PLANS - ELECTRICAL DEMOLITION ELECTRICAL E000 GENERAL NOTES & SYMBOL LIST - ELECTRICAL E100 BASEMENT FLOOR PLAN - POWER AND SYSTEMS E101 FIRST AND SECOND FLOOR PLANS - POWER AND SYSTEMS E102 THIRD AND FOURTH FLOOR PLANS - POWER AND SYSTEMS E103 FIFTH AND SIXTH FLOOR PLANS - POWER AND SYSTEMS E104 ROOF PLAN - POWER AND SYSTEMS E200 BASEMENT FLOOR PLAN - LIGHTING E201 FIRST AND SECOND FLOOR PLANS - LIGHTING E202 THIRD AND FOURTH FLOOR PLANS - LIGHTING E203 FIFTH AND SIXTH FLOOR PLAN - LIGHTING E300 APARTMENT ENLARGED PLANS - ELECTRICAL E301 APARTMENT ENLARGED PLANS - ELECTRICAL E302 APARTMENT ENLARGED PLANS - ELECTRICAL E303 ENLARGED PLANS - ELECTRICAL E500 DETAILS - ELECTRICAL E501 DETAILS - ELECTRICAL E600 SCHEDULES - ELECTRICAL E601 SCHEDULES - ELECTRICAL E700 ONE LINE DIAGRAM - ELECTRICAL E701 RISER DIAGRAMS - ELECTRICAL DRAWING LIST GENERAL G001 COVER SHEET G101 CODE REVIEW AND CHARTS G102 CODE REVIEW AND CHARTS G130 CODE CONFORMANCE PLAN - BASEMENT G131 CODE CONFORMANCE PLAN - FIRST & SECOND FLOORS G132 CODE CONFORMANCE PLAN - THIRD & FOURTH FLOORS G133 CODE CONFORMANCE PLAN - FIFTH & SIXTH FLOORS G134 CODE COMPLIANCE - BUILDING SECTIONS CIVIL C000 SURVEY MAP C001 SITE CIVIL GENERAL C101 EXISTING SITE CONDITIONS C201 SITE DEMOLITION PLAN C202 SITE UTILITY DEMOLITION PLAN C301 SITE LAYOUT PLAN C302 GRADING & DRAINAGE PLAN C303 SITE UTILITY PLAN C401 EROSION AND SEDIMENT CONTROL PLAN C501 SITE DETAILS C502 SITE DETAILS C601 WORK ZONE TRAFFIC CONTROLS LANDSCAPING L000 LANDSCAPE SITE PLAN L100 LANDSCAPE PLANTING & MATERIALS PLAN L200 PLANT & MATERIALS SCHEDULE L300-1 PLANTING DETAIL L300-2 CONCEPTUAL SECTIONS STRUCTURAL S001 GENERAL NOTES AND SCHEDULES S002 SCHEDULE OF SPECIAL INSPECTIONS S100 FOUNDATION PLAN S101 FIRST FLOOR FRAMING PLAN S102 SECOND FLOOR FRAMING PLAN S103 3RD FLOOR FRAMING PLAN S104 4TH FLOOR FRAMING PLAN S105 5TH FLOOR FRAMING PLAN S106 6TH FLOOR FRAMING PLAN S107 ROOF FRAMING PLAN S108 PARTIAL ROOF FRAMING PLAN S109 STAIR FRAMING PLANS S110 SOUTH STAIR FRAMING PLANS S300 FOUNDATION DETAIL S301 FOUNDATION DETAILS S302 FOUNDATION DETAILS S303 SITE FOUNDATION DETAILS S400 SHEARWALL ELEVATIONS S401 SHEARWALL ELEVATIONS S500 FRAMING DETAILS S501 FRAMING DETAILS S502 FRAMING DETAILS S503 FRAMING DETAILS S504 STEEL X-BRACE ELEVATIONS AND DETAILS S505 PLATE GIRDER PROFILES ARCHITECTURAL DEMOLITION AD101 FIRST AND SECOND FLOOR DEMOLITION PLANS AD102 THIRD AND FOURTH FLOOR DEMOLITION PLANS AD103 ROOF DEMOLITION PLAN ARCHITECTURAL A001 GENERAL NOTES, KEY PLANS AND WALL TYPES A100 BASEMENT FLOOR PLAN A101 FIRST AND SECOND FLOOR PLANS A102 THIRD AND FOURTH FLOOR PLANS A103 FIFTH AND SIXTH FLOOR PLANS A104 ROOF PLAN A151 BASEMENT REFLECTED CEILING PLAN A152 FIRST AND SECOND FLOOR REFLECTED CEILING PLAN A153 THIRD AND FOURTH FLOOR REFLECTED CEILING PLANS A154 FIFTH AND SIXTH FLOOR REFLECTED CEILING PLAN A160 FINISH SCHEDULE A161 BASEMENT FINISH PLAN A162 FIRST AND SECOND FLOOR FINISH PLAN A163 THIRD AND FOURTH FLOOR FINISH PLAN A164 FIFTH AND SIXTH FLOOR FINISH PLAN A201 EXTERIOR ELEVATIONS A250 TYPICAL MOUNTING HEIGHTS AND ELEVATIONS A251 INTERIOR ELEVATIONS A311 WALL SECTIONS A312 WALL SECTIONS A313 WALL SECTIONS A314 WALL SECTIONS A401 APARTMENT ENLARGED PLANS A402 APARTMENT ENLARGED PLANS A403 APARTMENT ENLARGED PLANS Elwyn & Palmer Consulting Engineers Structural Engineers 213 East Seneca Street, Ithaca, New York 14850 Tel 607.272.5060 T.G. Miller, P.C. Civil Engineers 203 North Aurora Street, Ithaca, New York 14850 Tel 607.272.6477 Whitham Planning & Design, PLLC Landscape Architects 1 Bank Court, Ithaca, New York 14850 Tel 607.272.1290 DRYDEN RD COLLEGE AVEOAK AVE E BUFFALO ST EDDY STDRYDEN RD WILLIAMS ST HOLLISTER DR LINDEN AVEBRYANT AVEELMWOOD AVESUMMIT AVEO AK AVE PROJECT DESCRIPTION Construction of a new mixed use building located at 411-415 College Ave. NEW BUILDING OCCUPANCY CLASSIFICATION A-2 / R-2 WORK AREA ACCESSORY OCCUPANCY A-3 FITNESS AREA S STORAGE AREA CONSTRUCTION TYPE IA (1ST FLOOR) - 2A (2-6 FLOORS) FIRE PROTECTION NFPA 13 COMPLIANT - FULLY SPRINKLERED AUTHORITIES HAVING JURISDICTION NEW YORK STATE DEPARTMENT OF STATE CITY OF ITHACA REFERENCED CODES NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NYS UNIFORM CODE SUPPLEMENT ENERGY CONSERVATION 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2013 ASHRAE 90.1 2016 NYS ENERGY CODE SUPPLEMENT ACCESSIBILITY 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN NFPA REFERENCE CODES NFPA 13 - 2013 SPRINKLER SYSTEMS NFPA 14 - 2013 STANDPIPE AND HOSE SYSTEMS NFPA 70 - 2014 NATIONAL ELECTRIC CODE (NEC) NFPA 72 - 2013 FIRE ALARM AND SIGNALING NFPA 80 - 2013 FIRE DOORS AND OPENINGS ZONING REQUIREMENTS City of Ithaca - Collegetown District PROVIDED DESCRIPTION REFERENCE REQUIREMENT MAXIMUM ALLOWABLE BUILDING HEIGHT City of Ithaca 325-45.2 80ft 75ft SETBACKS City of Ithaca 325-45.2 Front 0 feet Min / 2 Feet Max Side 0 feet Rear 10 FeetPROJECT COMPLIES WITH ALL PARKING City of Ithaca 325-45.2 NONE NONE OTHER SITE REQUIREMENTS City of Ithaca PROVIDED DESCRIPTION REFERENCE REQUIREMENT FIRE APPARATUS ACCESS ROADS FC503 NA NA FIRE APPARATUS ACCESS ROADS FC APPENDIX FCD NA NA CHAPTER 1 - SCOPE & ADMINISTRATION 2015 IBC - NEW YORK STATE DESCRIPTION REFERENCE REQUIREMENT CHAPTER 2 - DEFINITIONS 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT ASSEMBLY GROUP A 303.3 ASSEMBLY GROUP A-2 1ST FLOOR RETAIL SPACE RESIDENTIAL GROUP R 310.4 RESIDENTIAL GROUP R-2 FLOORS 2 THROUGH 6 CHAPTER 4 - SPECIAL REQUIREMENTS BASED ON USE AND OCCUPANCY 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT HIGH-RISE BUILDINGS (BUILDINGS WITH AN OCCUPIED FLOOR LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS) 403 NA - OCCUPIED FLOOR IS LESS THAN 75FT ABOVE LOWEST LEVEL OF FD VEHICLE ACCESS ATRIUMS NA CHAPTER 5 - BUILDING AREAS AND HEIGHTS 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT ALLOWABLE BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT TABLE 504.3 - R OCCUPANCY, FULLY SPRINKLERED 85 FEET 75 FEET ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE MAXIMUM ALLOWABLE NUMBER OF STORIES TABLE 504.4 - R OCCUPANCY, FULLY SPRINKLERED 5 STORIES 6 STORIES UTILIZING SPECIAL PROVISION 510.2 ALLOWABLE BUILDING AREA MAXIMUM ALLOWABLE BUILDING AREA TABLE 506.2 72,000SF 59,311 SF UNLIMITED AREA BUILDINGS 507 NON-SPRINKLERED, ONE-STORY BUILDINGS 507.3 - GROUP F-2 OR S-2 BUILDING SURROUNDED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60-FEET IN WIDTH NA SPRINKLERED, ONE-STORY BUILDINGS 507.4 - GROUP A-4 OF TYPE V, GROUP B, F, M OR S SPRINKLERED AND PUBLIC WAYS OR YARDS NOT LESS THAN 60-FEET IN WIDTH NA TWO-STORY BUILDINGS - GROUP B, F, M OR S 507.5 - GROUP B TWO-STORIES, SPRINKLERED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60-FEET IN WIDTH NA ACCESSORIES OCCUPANCIES ALLOWABLE BUILDING HEIGHT (IN FEET)508.2.2, 504 -NA ALLOWABLE BUILDING AREA (IN SQUARE FEET)508.2.3, 506.2 AREA NOT TO BE MORE THAN 10% OF MAIN FLOOR AREA OF THE STORY WHERE LOCATED NA SEPARATION OF OCCUPANCIES (IN HOURS) 508.2.4 NO SEPARATION REQUIRED INCIDENTAL USE AREAS REFER TO INCIDENTUAL USE HAZARDOUS PROTECTION AREA CHART CHAPTER 6 - TYPES OF CONSTRUCTION 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT CONSTRUCTION CLASSIFICATION TABLE 602.2 - IA AND IIA NON-COMBUSTABLE MATERIALS EXCEPT AS PERMITTED BY SECTION 603 REFER TO CODE PLANS FOR CONSTRUCTION CLASSIFICATION LOCATIONS FIRE RESISTANCE RATINGS OF BUILDING ELEMENTS REFER TO FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS CHART FIRE SEPARATION DISTANCE - EXTERIOR WALLS FIRE SEPARATION DISTANCE TO INTERIOR LOT LINE OR OF STREET /PUBLIC WAY (IN FEET) TABLE 602 DISTANCE (IN FEET) DISTANCE (IN HOURS) NORTH ELEVATON X>30 0 0 HOURS EAST ELEVATION 10<X<30 1 1 HOUR SOUTH ELEVATION X<5 1 1 HOUR, RATED FOR EXPOSURE FROM BOTH SIDES WEST ELEVATION X>30 0 0 HOURS COMBUSTIBLE MATERIAL - TYPE I & II CONSTRUCTION 603 CHAPTER 7 - FIRE AND SMOKE PROTECTION 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT EXTERIOR WALLS ALLOWABLE AREA OF WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE (AS A PERCENTAGE OF EXTERIOR WALL AREA PER STORY) TABLE 705.8 FIRE SEPARATION (IN FEET) ALLOWABLE AREA (IN SQUARE FEET) NORTH ELEVATON X>30 NO LIMIT NO LIMIT EAST ELEVATION 20<X<25 NO LIMIT NO LIMIT SOUTH ELEVATION NA NA NA WEST ELEVATION X>30 NO LIMIT NO LIMIT PARAPET CONSTRUCTION 705.11 MATCH FIRE RESISTANCE RATING OF SUPPORTING WALL; NON-COMBUSTIBLE FACE ON UPPER-MOST18-INCHES, 30-INCH MINIMUM HEIGHT AT ROOF/WALL INTERSECTION FIRE WALLS HORIZONTAL CONTINUITY 706.5, EXCEPTION 3 WALLS PERMITTED TO TERMINATE AT SURFACE OF NON-COMBUSTIBLE EXTERIOR SHEATHING IF BOTH SIDES OF WALL ARE SPRINKLERED SOUTH FIRE WALL TERMINATES AT SURFACE OF NON COMBUSTIBLE EXTERIOR SHEATHING FIRE RESISTANCE RATING OF INTERSECTING EXTERIOR WALLS (IN HOURS) 706.5.1 1 WITH 3/4 HOUR OPENING PROTECTIVES; RATING TO EXTEND A MINIMUN OF 4 FEET ON EACH SIDE OF FIRE WALL TO EXTERIOR WALL NON-COMBUSTIBLE EXTERIORSHEATHING IF BOTH SIDES OF WALL ARE SPRINKLERED EXTERIOR SHEATHING MAXIMUM OPENING SIZES (IN SQUARE FEET) 706.8, EXCEPTION 1 NOT LIMITED TO 156 SF, IF ADJOINING FLOOR AREAS ARE SPRINKLERED OPENINGS DO NOT EXCEED 156SF FIRE RESISTANCE RATING OF WALL ASSEMBLIES REFER TO WALL & DOOR RATING SUMMARY CHART AND CODE CONFORMANCE PLANS. VERTICAL CONTINUITY OF WALL ASSEMBLIES - FIRE WALLS; REFER ALSO TO EXCEPTIONS 706 EXTEND FROM FOUNDATION TO 30-INCHES MINIMUM ABOVE ADJACENT ROOFS REFER TO CODE PLANS - FIRE BARRIERS 707.5 - FIRE PARITIONS 708.1 FIRE PARTITIONS BETWEEN DWELLING UNITS IN TYPE IB CONSTRUCTION MUST BE 1 HOUR RATED 1 HOUR RATINGS ARE PROVIDED BETWEEN DWELLING UNITS - SMOKE BARRIERS 709.4 - SMOKE PARTITIONS 710.4 FLOOR AND ROOF ASSEMBLIES REFER TO FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS CHART SUPPORTING CONSTRUCTION (REFER ALSO TO EXCEPTIONS) 711.2.3 MATCH RATING OF FLOOR /ROOF ASSEMBLY REFER TO CODE PLANS. MINIMUM FIRE RESISTANCE RATING (IN HOURS) 711.2.4 - 711.2.4.6 AS REQUIRED BY OTHER SECTIONS REFER TO CODE PLANS. VERTICAL OPENINGS PENETRATIONS, DUCTS AND TRANSFER OPENINGS REFER TO DUCTS AND TRANSFER OPENINGS CHART TWO-STORY OPENINGS 712.1.9 IS NOT MORE THAN 2-STORIES AND DOES NOT PENETRATE A HORIZONTAL ASSEMBLY THAT SEPARATES FIRE AREAS OR SMOKE COMPARTMENTS AND IS NOT CONCEALED WITHIN THE CONSTRUCTION OF A WALL OR FLOOR/CEILING ASSEMBLY AND IS NOT OPEN TO A CORRIDOR IN GROUP I OR R OCCUPANCIES AND IS NOT OPEN TO A CORRIDOR ON NON-SPRINKLERED FLOORS AND IS SEPARATED FROM FLOOR OPENINGS AND AIR TRANSFER OPENINGS SERVING OTHER FLOORS BY CONSTRUCTION CONFORMING TO REQUIRED SHAFT ENCLOSURES. NA SKYLIGHT/PENETRATIONS THROUGH RATED ROOF DECK 712.1.15 UNPROTECTED AS LONG AS FIRE RATING OF ROOF ASSEMBLY IS MAINTAINED NA SHAFT ENCLOSURES MINIMUM FIRE RESISTANCE RATING OF SHAFT ENCLOSURE CONNECTING LESS THAN 4 STORIES, INCLUDING BASEMENT (IN HOURS) 713.4 1-HOUR WHERE CONNECTION LESS THAN 4 STORIES, 2-HOUR WHERE CONNECTING 4 OR MORE STORIES,INCLUDING BASEMENTS, BUT NOT MEZZANINES 2 HOUR FIRE BARRIER PROVIDED VERTICAL CONTINUITY 713.5 FIRE BARRIERES OR HORIZONTAL ASSEMBLIES WITH CONTINUITY PER 707.5 OR 711.2.2 2 HOUR FIRE BARRIERS PROVIDED EXTERIOR WALLS 713.6 - EXCEPTION COMPLY WITH SECTION 705 INTERIOR EXIT STAIRWAYS COMPLY WITH 1023.7 REFER TO CODE PLANS PENETRATIONS REFER TO DUCTS AND TRANSFER OPENINGS CHART OPENING PROTECTIVES OPENING FIRE PROTECTION REFER TO WALL & DOOR SUMMARY CHART FIRE DOOR ASSEMBLY GLAZING AND MAXIMUM ALLOWABLE AREA (IN SQUARE INCHES) TABLES 716.3 AND 716.5 VARIES REFER TO DOOR TYPES FIRE DOOR ASSSEMBLY CLOSING AND LATCHING 716.5.9 SELF-CLOSING AND LATCHING REQUIRED SELF-CLOSING AND LATCHING ALLOWABLE FIRE WINDOW ASSEMBLY RATINGS (IN HOURS) TABLE 716.6 VARIES NA DUCTS AND TRANSFER OPENINGS REFER TO DUCTS AND TRANSFER OPENINGS CHART CHAPTER 8 - INTERIOR FINISHES 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT INTERIOR FLOOR, WALL AND CEILING FINISHES REFER TO INTERIOR WALL & CEILING FINISH REQUIREMENTS ON FINISH DRAWINGS CHAPTER 9 - FIRE PROTECTION SYSTEMS 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT FIRE PROTECTION SYSTEMS AUTOMATIC SPRINKLER SYSTEM TABLE 903.3.1.1 COMPLY WITH NFPA 13 SPRINKLER SYSTEM PROVIDED PORTABLE FIRE EXSTINGUISHERS MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER (IN FEET)TABLE 906.3.1 75 REFER TO CODE PLANS. MAXIMUM FLOOR AREA PER EXTINGUISHER (IN SQUARE FEET) TABLE 906.3.1 11,250 REFER TO CODE PLANS FIRE ALARM DETECTION SYSTEMS MANUAL FIRE ALARM SYSTEMS 907.2.2 - GROUP B REQUIRED WHERE OCCUPANT LOAD OF ALL FLOORS IS GREATER THAN 500 NA 907.2.4 - GROUP F REQUIRED WHERE BOTH OCCUPANCY IS 2 STORIES OR MORE AND COMBINED OCCUPANT LOAD IS 500 OR MORE ABOVE OR BELOW EXIT DISCHARGE LEVEL. NA CHAPTER 10 - MEANS OF EGRESS 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT OCCUPANT LOAD TABLE 1004.2.2 REFER TO CODE CONFORMANCE OCCUPANCY PLANS COMMON PATH OF EGRESS TRAVEL (CPET) MAXIMUM ALLOWABLE IN FEET TABLE 1006.2.1 GROUPS R-2 125' BOILER, INCINERATOR AND FURNACE ROOMS 1006.2.1 2 EXITS REQUIRED IF AREA IS OVER 500 SQUARE FEET AND FUEL-FIRED EQUIPMENT EXCEEDS 400,000 BTU NA, NO FUEL FIRED EQUIPMENT UTILIZED REFRIGERATION MACHINERY ROOMS 1006.2.2.2 2 EXITS REQUIRED IF AREA IS OVER 1000 SF; ALL PORTIONS OF THE ROOM TO BE 150 MAXIMUM FROM EXITS NA REFRIGERATED ROOMS OR SPACES 1006.2.2.3 TWO EXITS REQUIRED IF AREA IS OVER 1000 SF AND CONTAIN REFRIGERANT EVAPORATOR AND MAINTAINED TEMPERATURE BELOW 68° F; 150 FEET MAXMUM CPET NA NUMBER OF EXITS REQUIRED NUMBER OF EXITS PER STORY PER OCCUPANT LOAD TABLE 1006.3.1 OCCUPANTS # OF EXITS 1-500 2 EXITS, MIN. 2 PROVIDED PER FLOOR STORIES WITH ONE EXIT TABLE 1006.3.2 (2)NA EXIT AND EXIT ACCESS DOORWAY CONFIGURATION MINIMUM ALLOWABLE (IN FEET)1007.1.1 SEPERATION DISTANCE NOT LESS THAN 1/3 OF DIAGONAL DIMENSION OF FLOOR SERVED REFER TO CODE PLANS ACCESSIBLE MEANS OF EGRESS MINIMUM NUMBER OF ACCESSIBLE MEANS OF EGRESS 1009.1 MINIMUM NUMBER 2 OR MORE EXITS 2 MINIMUM REFER TO CODE PLANS ACCESSIBLE STAIRS - MINIMUM WIDTH (IN INCHES) 1009.3, EXCEPTION 2 44 REFER TO CODE PLANS ELEVATORS ELEVATORS REQUIRED 1009.2.1 REQUIRED IF BUILDING IS 4-STORIES OR MORE. ELEVATOR PROVIDED ELEVATORS AS AN ACCESSIBLE MEANS OF EGRESS HOISTWAY ACCESSED FROM AREA OF REFUGE 1009.4, EXCEPTION 2 NOT REQUIRED IF SPRINKLERED NA STAIR RE-ENTRY STAIRWAY DOORS 1010.1.9.11 OPERABLE FROM EGRESS SIDE REFER TO STAIR DRAWINGS STAIRWAYS - NON-ACCESSIBLE WIDTH AND CAPACITY 1011.2 44 INCHES MINIMUM 44" PROVIDED STAIRS SERVING AN OCCUPANT LOAD OF 50 OR LESS 1011.2, EXCEPTION 1 36 INCHES MINIMUM NA HEADROOM 1011.3 80 INCHES MINIMUM REFER TO STAIR DRAWINGS EXIT ACCESS TRAVEL DISTANCE (EATD) MAXIMUM ALLOWABLE TABLE 1017.2 250 FT REFER TO CODE PLANS CORRIDORS FIRE RESISTANCE RATING TABLE 1020.1 1/2 HOUR 1 HOUR MINIMUM WIDTH TABLE 1020.2 44 INCHES TYPICAL REFER TO CODE PLANS 24 INCHES @ MECH. ROOMS REFER TO CODE PLANS DEAD ENDS MAXIMUM DEAD END CORRIDOR (IN FEET)1020.4 MAXIMUM OF 50FT REFER TO CODE PLANS INTERIOR EXIT STAIRWAYS AND RAMPS FIRE RESISTANCE RATING 1023.2 2-HOUR FIRE BARRIER ENCLOSURE WHERE CONNECTING 4 STORIES OR MORE 2-HOUR FIRE BARRIERS REQUIRED FIRE-RESISTANCE RATING OF ADJACENT CONSTRUCTION TO NON-RATED EXTERIOR WALLS OR UNPROTECTED OPENINGS (IN HOURS) 1023.7 1-HOUR REQUIRED FOR ADJACENT WALLS OR OPENINGS WITHIN 10 FEET AND AT AN ANGLE LESS THAN 180 DEGREES NA EXIT DISCHARGE DIRECT EXIT TO EXTERIOR 1028.1 EXIT TO EXTERIOR ALL STAIRS EXIT TO EXTERIOR UNLESS OTHERWISE NOTED EXIT DISCHARGE THOUGH A VESTIBULE 1028.1, EXCEPTION 1 VESTIBULE SEPARATED FROM AREAS BELOW BY FIRE-RATED CONSRUCTION MATCHING INTERIOR EXIT STAIR AND VESTIBULE SEPARATED FROM REMAINDER OF BUIDING LEVEL BY FIRE PARTITIONS PER 708. REFER TO CODE PLANS EXIT PASSAGEWAYS FIRE RESISTANT RATING CONSTRUCTION (IN HOURS)1024.3 2-HOUR FIRE BARRIERS AND HORIZONTAL ASSEMBLIES REFER TO CODE PLANS HORIZONTAL EXITS FIRE-RESISTANCE RATING (IN HOURS) 1026.2 2 HOUR FIRE WALL REQ'D REFER TO CODE PLANS CHAPTER 11 - ACCESSIBILITY 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT SCOPING REQUIREMENTS EMPLOYEE WORK AREAS 1103.2.2 COMPLY WITH 907.5.2.3.1, 1009 AND 1104.3.1. PROVIDE ABILITY FOR PERSONS WITH DISABILITIES TO APPROACH, ENTER AND EXIT WORK AREA REFER TO CODE PLANS EQUIPMENT SPACES 1103.2.9 ACCESSIBILITY NOT REQUIRED WALK-IN COOLERS 1103.2.14 ACCESSIBILITY NOT REQUIRED IF COOLER IS FOR EMPLOYEE USE ONLY NA ACCESSIBLE ROUTE SITE ARRIVAL POINT PROVIDE AT LEAST ONE ACCESSIBLE ROUTE REFER TO CODE PLANS EMPLOYEE WORK AREAS 1104.3.1 REFER TO PLANS MULTI-STORY BUILDINGS PUBLIC ENTRANCES 1105.1 MINIMUM 60% TO BE ACCESSIBLE REFER TO CODE PLANS PARKING GARAGE ENTRANCES 1105.1.1 WHERE DIRECT ACCESS FROM BUILDING TO GARAGE IS PROVIDED, ENTRY TO BE ACCESSIBLE NA DWELLING UNITS AND SLEEPING UNITS 1105.1.7 PROVIED AT LEAST ONE TO EACH UNIT. REFER TO CODE PLANS DWELLING UNITS AND SLEEPING UNITS OTHER FEATURES AND FACILITIES MULTI-OCCUPANT TOILET ROOMS - ACCESSIBLE WATER CLOSET COMPARTMENT 1109.2.2 5% OF TOTAL NA - AMBULATORY WATER CLOSET COMPARTMENT 1109.2.2 5% OF TOTAL WHERE THE TOTAL NUMBER OF WATER CLOSETS AND URINALS IS 6 OR MORE NA SINKS 1109.3, EXCEPTION MOP SINKS NOT REQUIRED TO BE ACCESSIBLE KITCHENS AND KITCHENETTES 1109.4 IF PROVIDED IN ACCESSIBLE SPACES, KITCHEN / KITCHENETTES SHALL BE ACCESSIBLE. REFER TO PLANS DRINKING FOUNTAINS 1109.5.1, EXCEPTION 1 50% TO BE ACCESSIBLE, BI-LEVEL DRINKING FOUNTAINS THAT PROVIDE A FOUNTAIN FOR BOTH PERSONS IN A WHEEL CHAIR AND STANDING PERSONS COUNTS AT 2 FIXTURES NA ELEVATORS 1109.7 COMPLY WITH CHAPTER 30. ELEVATOR PROVIDED STORAGE 1109.9 5% OF EACH TYPE, BUT NOT LESS THAN ONE OF BUILT-IN CABINETS, COAT HOOKS, SHELVES, LOCKERS, CLOSETS, DRAWERS. REFER TO CODE PLANS SIGNAGE 1111 PROVIDED BY OWNER.CHAPTER 12 - INTERIOR ENVIRONMENT 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT REFER TO FINISH PLANS CHAPTER 13 - ENERGY EFFICIENCY 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT REFER TO ENERGY CODE DRAWINGS AND COMcheck WEATHER PROTECTION PERFORMANCE REQUIREMENTS FIRE CLASSIFICATION CHAPTER 16 - STRUCTURAL DESIGN 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT REFER TO STRUCTURAL DRAWINGS GENERAL CHAPTER 29 - PLUMBING SYSTEMS 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 REFER TO PLUMBING FIXTURE COUNTS CHART CHAPTER 30 - ELEVATORS AND CONVEYING SYSTEMS 2015 IBC - NEW YORK STATE PROVIDED DESCRIPTION REFERENCE REQUIREMENT ACCESSIBILITY 3001.3 REFER TO 1009 AND 1109.7 HOISTWAY ENCLOSURES FIRE RESISTANCE RATING OF ENCLOSURE 3002.1 REFER TO SECTION 713 SHAFT IS 2 HOUR RATED CAR SIZE FOR AMBULANCE STRETCHER 3002.4 ELEVATORS SERVING 4 STORIES OR MORE CAR IS SIZED TO ACCOMMODATE STRETCHER PLUMBING AND MECHANICAL SYSTEMS 3002.9 SUMP PUMPS PERMITTED IN ELEVATOR PIT REFER TO PLANS EMERGENCY OPERATIONS STANDBY POWER 3003.1 STAND BY POWER NOT PROVIDED, BUILDING DOES NOT HAVE GENERATOR MACHINE ROOMS SHUNT TRIP 3005.5 IF HOISTWAY AND/OR MACHINE ROOM SPRINKLERED PROVIDE SHUNT TRIP NA - HOISTWAY WILL BE PROVIDED WITH SMOKE DETECTOR. NO MACHINE ROOM NEEDED PLUMBING 3005.6 NOT ALLOWED IN ROOM REFER TO PLANS ELEVATOR LOBBIES HOISTWAY OPENING PROTECTION 3006.2 OPENING PROTECTION REQUIRED IF ELEVATOR CONNECTS MORE THAN 3 STORIES, IS REQUIRED TO BE ENCLOSED IN A SHAFT AND BUILDING IS NOT SPRINKLERED, IS I-1, I-2 OR I-3 OCCUPANCY OR HIGH-RISE NO PROTECTION PROVIDED. BUILDING IS FULLY SPRINKLERED AND IS NOT A HIGH RISE BY DEFINITION. HOISTWAY OPENING PROTECTION - ENCLOSURE 3006.3.1 FIRE PARTITIONS PER 708 NOT REQUIRED PER 3006.2 3006.3.2 SMOKE PARTITION PER 710 IF SPRINKLERED FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY DOOR RATING PROVIDED FIRE WALLS WALL RATING 2 HR 2015 IBC TABLE 716.5 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION(ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP)(UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR) 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA) (RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA NA NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:26 PMG101 CODE REVIEW AND CHARTS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULE NAME DATE STAIR NUMBER 3 NO 44 146 32 160 44 146 32 160 44 146 32 160 44 146 32 160 44 146 32 160 44 146 32 160 44 146 32 160 STAIR NUMBER 1 YES X X X X X X X X 48 160 36 180 48 160 36 180 48 160 36 180 48 160 36 180 48 160 36 180 DOORS N101, N109, N110 216 1080 EXIT STAIR CAPACITY BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR NOTES STAIRS DOORS STAIRS DOORS STAIRS DOORS STAIRS DOORS 2015 IBC - NEW YORK STATE CODE REFERENCE 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) 1005.3.1: (.3 INCHES/OCCUPANT) 1005.3.2: (.2 INCHES/OCCUPANT) STAIR NAME (NUMBER)EXISTING (YES OR NO) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) WIDTH (INCHES) CAPACITY (IN OCCUPANTS) EXISTING STAIR ALSO PROVIDES EXITING FOR 409 COLLEGE AVE TOTAL EXIT CAPACITY 160 1,240 340 340 340 340 340 CALCULATED OCCUPANT LOAD 16 251 38 46 46 40 40 4,819 1,398 251 218 218 217 217 0 3,611 0 0 0 0 0 0 0 0 288 288 290 290 0 0 437 0 0 0 0 0 982 5,661 7,779 7,779 6,547 6,547 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS 2 EXITS BUILDING OCCUPANY AREAS COLOR LEGEND MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT PER 2015 IBC - NEW YORK STATE TABLE 1004.1.2 BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR OCCUPANT SUBTOTALFUNCTION OF SPACE OCCUPANT LOAD FACTOR (SF) AREA (SF)CALCULATION OCCUPANT SUBTOTAL AREA (SF)CALCULATION OCCUPANT SUBTOTAL CALCULATION OCCUPANT SUBTOTAL AREA (SF)CALCULATION OCCUPANT SUBTOTAL AREA (SF)CALCULATION OCCUPANTS CALCULATION OCCUPANT SUBTOTAL CALCULATION OCCUPANT SUBTOTAL ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT ROOMS 300 GROSS 4819 SF ÷ 300 SF/OCC =16 1398 SF ÷ 300 SF/OCC =5 251 SF ÷ 300 SF/OCC =1 218 SF ÷ 300 SF/OCC = 1 218 SF ÷ 300 SF/OCC = 1 217 SF ÷ 300 SF/OCC = 1 217 SF ÷ 300 SF/OCC = 1 26 ASSEMBLY - NO FIXED SEATS TABLES & CHAIRS 15 NET 0 SF ÷ 15 SF/OCC =0 3611 SF ÷ 15 SF/OCC =241 0 SF ÷ 15 SF/OCC =0 0 SF ÷ 15 SF/OCC = 0 0 SF ÷ 15 SF/OCC = 0 0 SF ÷ 15 SF/OCC = 0 0 SF ÷ 15 SF/OCC = 0 241 GROUP STUDY AREAS 50 NET 0 SF ÷ 50 SF/OCC =0 0 SF ÷ 50 SF/OCC =0 0 SF ÷ 50 SF/OCC =0 288 SF ÷ 50 SF/OCC = 6 288 SF ÷ 50 SF/OCC =6 290 SF ÷ 50 SF/OCC = 6 290 SF ÷ 50 SF/OCC = 6 24 EXERCISE ROOMS 50 GROSS 0 SF ÷ 50 SF/OCC =0 0 SF ÷ 50 SF/OCC =0 437 SF ÷ 50 SF/OCC =9 0 SF ÷ 50 SF/OCC = 0 0 SF ÷ 50 SF/OCC = 0 0 SF ÷ 50 SF/OCC = 0 0 SF ÷ 50 SF/OCC = 0 9 RESIDENTIAL 200 GROSS 0 SF ÷ 200 SF/OCC =0 982 SF ÷ 200 SF/OCC =5 5661 SF ÷ 200 SF/OCC =28 7779 SF ÷ 200 SF/OCC = 39 7779 SF ÷ 200 SF/OCC = 39 6547 SF ÷ 200 SF/OCC = 33 6547 SF ÷ 200 SF/OCC = 33 177 SUBTOTALS 16 251 38 46 46 40 40 477 MINIMUM NUMBER OF EXITS PER STORY BASED ON OCCUPANT LOAD PER 2015 IBC - NEW YORK STATE, TABLE 1006.3.1 REQUIRED 18 EXITS REQUIRED PROVIDED 18 EXITS PROVIDED SEE IPC, 411 S-1, S-2 SEE IPC, 411 SEE IPC, 411 MINIMUM NUMBER OF PLUMBING FIXTURES PER 2015 IBC [P] TABLE 2902.1 OCCUPANCY OCCUPANT LOAD WATER CLOSETS URINAL LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAINS SERVICE SINKMALEFEMALE MALE MALE FEMALE MALE FEMALE A-2 ASSEMBLY - GROUND FLOOR RETAIL SPACE 241 BASELINE 1 PER 40 1 PER 40 NO MORE THAN 50% OF WC 1 PER 75 1 PER 75 N/A N/A 1 PER 500 1 PER 1 A-3 ASSEMBLY - GROUP STUDY ROOMS & FITNESS ROOM 33 BASELINE 1 PER 125 1 PER 65 NO MORE THAN 50% OF WC 1 PER 200 1 PER 200 N/A N/A 1 PER 500 1 PER 1 R-2 RESIDENTIAL APARTMENT HOUSE 56 BASELINE 1 PER 0 (N/A)1 PER 1 PER 0 (N/A) 1 PER 1 DWELLING UNIT DWELLING UNIT DWELLING UNIT S-1, S-2 STORAGE MODERATE AND LOW-HAZARD 26 BASELINE 1 PER 100 NO MORE THAN 50% OF WC 1 PER 100 1 PER 1000 1 PER 1 CALCULATED MINIMUM NUMBER OF PLUMBING FIXTURES PER 2015 IBC [P] TABLE 2902.1 OCCUPANCY OCCUPANT LOAD WATER CLOSETS URINAL LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAINS SERVICE SINK MALE FEMALE MALE FEMALE MALE MALE FEMALE MALE FEMALE A-2 ASSEMBLY - GROUND FLOOR RETAIL SPACE 121 121 BASELINE 3.01 3.01 1.61 1.61 0 0 0.48 1 A-3 ASSEMBLY - GROUP STUDY ROOMS & FITNESS ROOM 17 17 BASELINE 0.13 0.25 0.08 0.08 0 0 0.07 1 R-2 RESIDENTIAL APARTMENT HOUSE 56 BASELINE 56.00 56.00 56.00 0.00 1 STORAGE 13 13 BASELINE 0.13 0.13 0 0 1.00 1 SUBTOTAL 3.27 3.40 1.82 1.82 2.00 13.00 PLUMBING FIXTURES REQUIRED FOR A-2 GROUND FLOOR RETAIL OCCUPANCY WILL BE REQUIRED AT THE TIME THAT THE TENANT IMPROVEMENT PROJECT IS DESIGNED. SUBTOTAL R-2 (DWELLING UNITS)56.00 56.00 56.00 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) 2015 IBC - NEW YORK STATE PROVIDED UL DESIGN REFERENCE REQUIREMENT CONSTRUCTION CLASSIFICATION TABLE 601 TYPE 1A/TYPE 2A TYPE 1A/TYPE2A BUILDING ELEMENT PRIMARY STRUCTURAL FRAME1 GIRDERS / ARCHES TABLE 601 3 / 1 3 / 1 SEE PLANS WIDE FLANGE BEAMS TABLE 601 3 / 1 3 / 1 SEE PLANS WIDE FLANGE COLUMNS TABLE 601 3 / 1 3 / 1 SEE PLANS PIPE OR TUBE COLUMNS TABLE 601 3 / 1 3 / 1 SEE PLANS BEARING WALLS EXTERIOR TABLE 601 3 / 1 N/A / 1 SEE PLANS INTERIOR TABLE 601 3 / 1 3 / 1 SEE PLANS NONBEARING WALLS - EXTERIOR TABLE 602 PER TABLE 602 SEE PLANS SEE PLANS NONBEARING WALLS - INTERIOR TABLE 601 0 SEE PLANS SEE PLANS FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS2 TABLE 601 2 / 1 2 / 1 SEE PLANS ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 2 TABLE 601 1.5 / 1 1.5 / 1 SEE PLANS NOTES 1 THE STRUCTURAL FRAME SHALL BE CONSIDERED TO BE THE COLUMNS AND THE GIRDERS, BEAMS, TRUSSES AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS AND BRACING MEMBERS DESIGNED TO CARRY GRAVITY LOADS. 2 ASSOCIATED SECONDARY MEMEMBERS SHALL BE CONSIDERED TO BE BEAMS, JOISTS, TRUSSES AND SPANDRELS NOT HAVING DRIECT CONNECTION TO COLUMNS AND/OR BEARING WALLS AND BRACING MEMBERS DESIGNED TO CARRY GRAVITY LOADS. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:27 PMG102 CODE REVIEW AND CHARTS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULE NAME DATE 1 EXIT 1 EXIT 13 EXITS REQUIRED 13 EXITS PROVIDED DOORS N101, N104, N104A, N104B 288 1440 1600 UP GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. 2. FLOOR IN THE AREA TO BE 2 HOUR RATED AS PART OF EXIT LOBBY. NOTE: NOT ALL MAY APPLY LOCATION OF EXITS EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D2) BUILDING DIAGONAL (D1) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 1 HOUR FIRE BARRIER - EXISTING 1/2 HOUR FIRE PARTITION - EXISTING 0 HOUR SMOKE PARTITION - EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 2 HOUR FIRE WALL - EXISTING FW-2HR-E 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION - EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER - EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER - EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR 3 HOUR FIRE WALL - EXISTING 3 HOUR FIRE WALL FW-3HR-E FW-3HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) 3 HOUR FIRE BARRIER FB-3HR A6 G134 FEC FEC FB-3HR FB-3HR FB-3HR FB-3HR FB-3HR FB-3HR FB-3HR FB-3HR EATD = 80FTE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:28 PMG130 CODE CONFORMANCE PLAN - BASEMENT 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A7 BASEMENT FLOOR CODE PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE DN UP UP UP DN DN UP A6 G134 LOADING ZONE WATER METER LEASABLE SPACE LEASING OFFICE ELEV ELEV CORRIDOR TRASH/ RECYCLE FB-3HR FB-3HR SE-2HR FB-3HR SE-2HR FW-3HR FB-3HR FB-3HR FW-2HR FB-2HR-E FB-2HR-E FB-2HR-E FB-2HR-E SE-2HR-E SE-2HR-E FB-2HR-E FB-2HR-E FB-2HR-E FB-2HR FB-2HR ED EA EA ED ED ED E STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 3 ST3 44" CLR 146 2 HOUR ST2 34" CLR 170 1-1/2 HOUR STAIR 3 DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING ST3 38" CLR 190 N/A DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING N104A 69" CLR 345 N/A DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING N104 69" CLR 345 N/A DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING N104B 69" CLR 345 N/A EXIT DISCHARGE THROUGH LOBBYD1 = 117'-4"D2 = 72'-7"REMOTENESS OF EXITS = 72'-7" / 117'-4" = .62 X 100 = 62% 2015 IBC 1007.1.1, EXCEPTION 2: 33% MAXIUMUM DIAGONAL EATD = 43'-10"EATD = 47'-6"A-2 ASSEMBLY OCCUPANCY R-2 RESIDENTIAL OCCUPANCY FB-3HR SE-2HR SE-2HR SE-2HR-E SE-2HR-E FB-2HR-E FB-2HR SE-2HR FB-3HR FB-1HRFB-1HR FB-1HR FB-1HR FE ED DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING EXISTING 69" CLR 345 N/A FB-2HR FB-2HR FB-2HR FB-2HR-E 2 DE = 43'-6" CPET = 87'-0"EATD = 88'-7"A6 G134 OPEN TO BELOW BEDROOM TOILET LIVING LIVING 'A' LIVING 'A' BEDROOMBEDROOM TOILET 'A' TOILET TOILET BEDROOM LIVING ELEV ELEV ELEC TRASH MECH FITNESS ROOM LIVING BEDROOM TOILET 'A' LIVING 'A' TOILET 'A' BEDROOM'A' BEDROOM STUDIO TOILET STUDIO TOILET TOILET TOILET STUDIOSTUDIO EXISTING STAIR 1 STAIR 3 HE E SE-2HR SE-2HR SE-2HR FB-1HR FP-1/2HR FP-1/2HR FP-1/2HR FB-1HR FB-1HR FW-2HR FB-1HR SE-2HR SE-2HRSE-2HR SE-2HR SE-2HR SE-2HR FB-1HRFB-1HRFB-1HR FB-1HR FB-1HR FB-1HR FB-1HR FB-2HR SE-2HR FB-1HRFP-1HR FP-1HR R-2 RESIDENTIAL OCCUPANCY STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 3 ST3 44" CLR 146 2 HOUR ST4 34" CLR 170 1-1/2 HOUR STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING EX STAIR 1 ST1 44" 146 EXIST. 2HR EXISTING 40" 180 90 MIN DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING N215 34" CLR 170 1-1/2 HOURD1 = 1 2 7 '- 0 " D 2 = 70 ' -11 " FEC FEC SE-2HR TYPE 'A' UNIT TYPE 'A' UNIT SE-2HR-E SE-2HR-E SE-2HR-E SE-2HR-E FW-2HR FW-2HR FB-1HR GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. 2. FLOOR IN THE AREA TO BE 2 HOUR RATED AS PART OF EXIT LOBBY. NOTE: NOT ALL MAY APPLY LOCATION OF EXITS EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D2) BUILDING DIAGONAL (D1) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 1 HOUR FIRE BARRIER - EXISTING 1/2 HOUR FIRE PARTITION - EXISTING 0 HOUR SMOKE PARTITION - EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 2 HOUR FIRE WALL - EXISTING FW-2HR-E 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION - EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER - EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER - EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR 3 HOUR FIRE WALL - EXISTING 3 HOUR FIRE WALL FW-3HR-E FW-3HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) 3 HOUR FIRE BARRIER FB-3HR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:32 PMG131 CODE CONFORMANCE PLAN - FIRST & SECOND FLOORS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A2 FIRST FLOOR CODE CONFORMANCE PLAN 1/8" = 1'-0"A8 SECOND FLOOR CODE CONFORMANCE PLAN 0'2'4'8'16'0'2'4'8'16' REVISION SCHEDULE NAME DATE DN UPUP DNUP DN UP DNUP DE = 35'-3" CPET = 87'-0" EATD = 86'-8" A6 G134 HE E R-2 RESIDENTIAL OCCUPANCY STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 3 ST3 44" CLR 146 2 HOUR ST6 34" CLR 170 1-1/2 HOUR STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING EX STAIR 1 ST1 44" 146 EXIST. 2 HR EXISTING 40" 180 90 MIN DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING N417 34" CLR 170 1-1/2 HOURD1 = 149'-4"D 2 = 70 ' -11 " SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HRSE-2HR SE-2HR SE-2HR SE-2HR FB-1HRFB-1HR FB-1HR FB-1HR FP-1HR FB-1HR FB-1HR FB-1HR FB-1HR FB-1HR FB-1HR FP-1/2HR FB-1HR FB-1HR FP-1/2HR FB-1HR FB-1HR BEDROOM BEDROOM BEDROOM TOILET TOILET LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM TOILET TOILET TOILET LIVING STUDIO TOILET TOILET STUDIO LIVING BEDROOM BEDROOM CLOSET TOILET TOILET TOILET STUDIO STUDIO STUDIO TOILET TOILET STUDIO LAUNDRY ELEV ELEV ELEC STAIR 1 STAIR 3 FP-1/2HR FW-2HR FEC FEC SE-2HR-E SE-2HR-E SE-2HR-E SE-2HR-E SE-1HR SE-1HR SE-1HR FB-1HR SE-2HR SE-2HR SE-2HR FB-1HR FW-2HR FW-2HR DE = 35'-3" CPET = 87'-0" EATD = 86'-8" A6 G134 HE E R-2 RESIDENTIAL OCCUPANCY STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 3 ST3 44" CLR 146 2 HOUR ST5 34" CLR 170 1-1/2 HOUR STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING EX STAIR 1 ST1 44" 146 EXIST. 2 HR EXISTING 40" 180 90 MIN DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING N317 34" CLR 170 1-1/2 HOURD1 = 149'-4"D 2 = 70 ' -11 " LIVINGLIVINGLIVING BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOM TOILET TOILET TOILET AMENITY TRASH ELEC ELEV ELEV TOILETTOILET STUDIOSTUDIOSTUDIOSTUDIO BEDROOM BEDROOM LIVING TOILET CLOSET TOILET TOILET STUDIO TOILET TOILET STUDIO LIVING TOILET BEDROOM BEDROOM BEDROOM TOILET LIVING SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HRSE-2HR SE-2HR SE-2HR SE-2HR FB-1HRFB-1HR FB-1HR FB-1HR FP-1HR FB-1HR FB-1HR FB-1HR FB-1HR FB-1HR FB-1HR FP-1/2HR FB-1HR FP-1/2HR FP-1/2HR FW-2HR FB-1HR FB-1HR FB-1HR STAIR 3 EXISTING STAIR 1 FEC FEC SE-2HR-E SE-2HR-E SE-2HR-E SE-2HR-E SE-2HR SE-2HR SE-2HR FB-1HR FW-2HR FW-2HR GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. 2. FLOOR IN THE AREA TO BE 2 HOUR RATED AS PART OF EXIT LOBBY. NOTE: NOT ALL MAY APPLY LOCATION OF EXITS EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D2) BUILDING DIAGONAL (D1) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 1 HOUR FIRE BARRIER - EXISTING 1/2 HOUR FIRE PARTITION - EXISTING 0 HOUR SMOKE PARTITION - EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 2 HOUR FIRE WALL - EXISTING FW-2HR-E 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION - EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER - EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER - EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR 3 HOUR FIRE WALL - EXISTING 3 HOUR FIRE WALL FW-3HR-E FW-3HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) 3 HOUR FIRE BARRIER FB-3HR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:37 PMG132 CODE CONFORMANCE PLAN - THIRD & FOURTH FLOORS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A8 FOURTH FLOOR CODE PLAN 1/8" = 1'-0"A2 THIRD FLOOR CODE CONFORMANCE PLAN 0'2'4'8'16'0'2'4'8'16' REVISION SCHEDULE NAME DATE DN DN UP DNUP DN UP DN DE = 40'-8" CPET = 87'-0" EATD = 80'-9" A6 G134 STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 3 ST3 44" CLR 146 2 HOUR ST7 34" CLR 170 1-1/2 HOUR STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 1 ST1 44" CLR 146 2 HOUR ST8 34" CLR 170 1-1/2 HOUR E E LIVING BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING BEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOM TOILETTOILETTOILET TOILET BEDROOM BEDROOM LIVING TOILET STUDIO TOILET LIVING BEDROOM BEDROOM TOILET TOILET STUDIO STUDIO TOILET TOILET TOILET STUDIO STUDIO AMENITY ELEV ELEV ELECD1 = 139'-3"D2 = 68'-8"R-2 RESIDENTIAL OCCUPANCY SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR FP-1/2HR FB-1HR FB-1HR FB-1HR FB-1HR SE-2HR FB-1HR FB-1HR FB-1HRFB-1HRFB-1HRFB-1HR FB-1HR FB-1HR FP-1HR FEC FEC SE-2HR SE-2HR SE-2HR FW-2HR FW-2HR SE-1HR SE-1HR SE-1HR SE-2HR SE-2HR SE-2HR FB-1HR FB-1HR TRASH DE = 40'-8" CPET = 87'-0" EATD = 80'-9" A6 G134 STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 3 ST3 44" CLR 146 2 HOUR ST9 34" CLR 170 1-1/2 HOUR STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH DOOR CAPACITY DOOR RATING STAIR 1 ST1 44" CLR 146 2 HOUR ST10 34" CLR 170 1-1/2 HOUR E E D1 = 139'-3"D2 = 68'-8"R-2 RESIDENTIAL OCCUPANCY SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR SE-2HRSE-2HR SE-2HR SE-2HR SE-2HR FP-1/2HR FB-1HR FB-1HR FB-1HR FB-1HR SE-2HR FB-1HR FB-1HR FB-1HRFB-1HRFB-1HRFB-1HR FB-1HR FB-1HR FP-1HR LIVING TOILET BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM TOILET TOILET TOILET STAIR 1 ELEC MECH ELEV ELEV AMENITY TOILETTOILET STUDIO STUDIOSTUDIOSTUDIO TOILET TOILET BEDROOMBEDROOM TOILET LIVING TOILET STUDIO TOILET LIVING BEDROOMBEDROOM STAIR 3 FEC FEC SE-2HR SE-2HR SE-2HR SE-1HR SE-1HR SE-1HR SE-2HR SE-2HR SE-2HR FB-1HR FB-1HR FW-2HR FW-2HR TRASH GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. 2. FLOOR IN THE AREA TO BE 2 HOUR RATED AS PART OF EXIT LOBBY. NOTE: NOT ALL MAY APPLY LOCATION OF EXITS EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D2) BUILDING DIAGONAL (D1) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 1 HOUR FIRE BARRIER - EXISTING 1/2 HOUR FIRE PARTITION - EXISTING 0 HOUR SMOKE PARTITION - EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 2 HOUR FIRE WALL - EXISTING FW-2HR-E 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION - EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER - EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER - EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR 3 HOUR FIRE WALL - EXISTING 3 HOUR FIRE WALL FW-3HR-E FW-3HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) 3 HOUR FIRE BARRIER FB-3HR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:41 PMG133 CODE CONFORMANCE PLAN - FIFTH & SIXTH FLOORS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A2 FIFTH FLOOR CODE CONFORMANCE PLAN 1/8" = 1'-0"A8 SIXTH FLOOR CODE CONFORMANCE PLAN 0'2'4'8'16'0'2'4'8'16' REVISION SCHEDULE NAME DATE FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" ROOF 427' -6" THIRD FLOOR 383' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" BASEMENT 347' -6" HORIZONTAL ASSEMBLY - 1HR HORIZONTAL ASSEMBLY - 1HR HORIZONTAL ASSEMBLY - 1HR HORIZONTAL ASSEMBLY - 1HR HORIZONTAL ASSEMBLY-3HR HORIZONTAL ASSEMBLY-2HR FB-2HR FW-2HR FB-1HRFB-1HRFB-1HR FB-1HR EISTING HORIZONTAL ASSEMBLY - 1HR EISTING HORIZONTAL ASSEMBLY - 1HR EISTING HORIZONTAL ASSEMBLY - 1HR HORIZONTAL ASSEMBLY-3HR 28'-0"CONSTRUCTION TYPE IACONSTRUCTION TYPE IIAGENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. 2. FLOOR IN THE AREA TO BE 2 HOUR RATED AS PART OF EXIT LOBBY. NOTE: NOT ALL MAY APPLY LOCATION OF EXITS EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D2) BUILDING DIAGONAL (D1) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 1 HOUR FIRE BARRIER - EXISTING 1/2 HOUR FIRE PARTITION - EXISTING 0 HOUR SMOKE PARTITION - EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 2 HOUR FIRE WALL - EXISTING FW-2HR-E 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION - EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER - EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER - EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR 3 HOUR FIRE WALL - EXISTING 3 HOUR FIRE WALL FW-3HR-E FW-3HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) 3 HOUR FIRE BARRIER FB-3HR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:45 PMG134 CODE COMPLIANCE - BUILDING SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A6 CODE CONFORMANCE SECTION REVISION SCHEDULE NAME DATE DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C000SURVEYMAP DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C100SITE CIVILGENERAL DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C101EXISTINGSITECONDITIONS DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C201SITEDEMOLITIONPLAN DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C202SITEUTILITYDEMOLITIONPLAN ELEVELEVST1EXISTINGSTAIR 1N107LOADINGZONEN106TRASH/RECYCLEN104LEASABLESPACEN111MAIL/PACKAGEN105CIRCULATIONN102LOBBYN101VESTIBULEST3STAIR 3N110VESTIBULEN109VESTIBULEN103LEASINGOFFICEN112ATM ROOMN108WATERMETERDESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C301SITELAYOUTPLAN ELEVELEVST1EXISTINGSTAIR 1N107LOADINGZONEN106TRASH/RECYCLEN104LEASABLESPACEN111MAIL/PACKAGEN105CIRCULATIONN102LOBBYN101VESTIBULEST3STAIR 3N110VESTIBULEN109VESTIBULEN103LEASINGOFFICEN112ATM ROOMN108WATERMETERDESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C302GRADING &DRAINAGEPLAN ELEVELEVST1EXISTINGSTAIR 1N107LOADINGZONEN106TRASH/RECYCLEN104LEASABLESPACEN111MAIL/PACKAGEN105CIRCULATIONN102LOBBYN101VESTIBULEST3STAIR 3N110VESTIBULEN109VESTIBULEN103LEASINGOFFICEN112ATM ROOMN108WATERMETERDESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C303SITEUTILITYPLAN ELEVELEVST1EXISTINGSTAIR 1N107LOADINGZONEN106TRASH/RECYCLEN104LEASABLESPACEN111MAIL/PACKAGEN105CIRCULATIONN102LOBBYN101VESTIBULEST3STAIR 3N110VESTIBULEN109VESTIBULEN103LEASINGOFFICEN112ATM ROOMN108WATERMETERDESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C401EROSION ANDSEDIMENTCONTROLPLAN DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C501SITEDETAILS DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C502SITEDETAILSADDENDUM 1 3/2/20 DESIGNDEVELOPMENTNOT FOR CONSTRUCTIONOR BIDDINGDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com02/14/20202017054TGM411-415 College Ave, Ithaca, NY 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATETGM E19-26C601WORK ZONETRAFFICCONTROLS DNUPUPUPAA'BB'CC'DD'F02F02F02L000SITE PLANN0 4 8 16L000 NOTES:1.L000 SITE PLAN FOR ILLUSTRATIVE PURPOSES ONLY.2.SEE L-100 FOR PAVING AND FURNISHING LAYOUT.3.SEE L-200 FOR PLANTING LAYOUT.4.SEE MATERIALS, PLANTING SCHEDULE, DETAILS, ANDSPECIFICATIONS FOR MATERIALS AND PLANTINGINFORMATION.GENERAL NOTES:1.SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT, UTILITIES. GRADING ANDDRAINAGE, AND PAVING INSTALLATION DETAILS.2.SEE CIVIL ENGINEERING AND STRUCTURAL ENGINEERING DRAWINGS FORCONCRETE RETAINING WALL DETAILS.3.SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING INFORMATION.4.VERIFY DIMENSIONS AND LAYOUT OF ALL PAVING, PLANTING, AND FURNISHINGSPRIOR TO INSTALLATION. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.5.ALL FREESTANDING STONE AND PLANTING MATERIALS TO BE INSPECTED BYLANDSCAPE ARCHITECT PRIOR TO INSTALLATION.6.ALL PLANTINGS TO BE LAID OUT WITH LANDSCAPE ARCHITECT APPROVAL PRIOR TOINSTALLATION.7.THE CIVIL ENGINEERING BASE PLAN WAS USED TO PRODUCE THIS DRAWING PATHLAYOUT, UTILITIES, GRADING, AND BUILDING FOOTPRINTS FROM THOSE PLANS ARESHOWN IN THESE DRAWINGS FOR REFERENCE, SEE CIVIL PLANS FOR FINALDIMENSIONS.DATE:PROJECT:DRAWN BY:3/2/20202017054YYNew ConstructionDATE:PROJECT:DRAWN BY:Whitham Planning & DesignLandscape ArchitectureSCALE: 3/16" = 1'-0"CHECKED BY:KICDATE:PROJECT:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specific descriptionof the alteration.2017054411-415 College Ave, Ithaca, New York 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATEADD-0103/02/2020REVISION DNUPUPUPPAV01WALL01STEP01WALL01S02S02F01F+L01F01A+L01F01B+L01F01B+L01F01D+L01F01C+L01WALL02F01GF03F01A+L01S02S02WALL02F05-1+F05-2F04S01S01F01B+L01F01GDATE:PROJECT:DRAWN BY:L100 MATERIALSPLAN3/2/20202017054YYNew ConstructionDATE:PROJECT:DRAWN BY:Whitham Planning & DesignLandscape ArchitectureSCALE: 3/16" = 1'-0"NCHECKED BY:KIC0 4 8 16L100 NOTES:1.PAVING AND FURNISHING INFORMATION INCLUDED FORREFERENCE, SEE MATERIAL SCHEDULE L-300 FORMATERIAL AND FINISH.2.SEE L-200 FOR PLANTING LAYOUT.3.SEE CIVIL ENGINEERING DRAWINGS FOR PAVEMENTINSTALLATION.DATE:PROJECT:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specific descriptionof the alteration.2017054411-415 College Ave, Ithaca, New York 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATEADD-0103/02/2020GENERAL NOTES:1.SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT, UTILITIES. GRADING ANDDRAINAGE, AND PAVING INSTALLATION DETAILS.2.SEE CIVIL ENGINEERING AND STRUCTURAL ENGINEERING DRAWINGS FORCONCRETE RETAINING WALL DETAILS.3.SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING INFORMATION.4.VERIFY DIMENSIONS AND LAYOUT OF ALL PAVING, PLANTING, AND FURNISHINGSPRIOR TO INSTALLATION. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.5.ALL FREESTANDING STONE AND PLANTING MATERIALS TO BE INSPECTED BYLANDSCAPE ARCHITECT PRIOR TO INSTALLATION.6.ALL PLANTINGS TO BE LAID OUT WITH LANDSCAPE ARCHITECT APPROVAL PRIOR TOINSTALLATION.7.THE CIVIL ENGINEERING BASE PLAN WAS USED TO PRODUCE THIS DRAWING PATHLAYOUT, UTILITIES, GRADING, AND BUILDING FOOTPRINTS FROM THOSE PLANS ARESHOWN IN THESE DRAWINGS FOR REFERENCE, SEE CIVIL PLANS FOR FINALDIMENSIONS.REVISION DNUPUPUP(1)CC(1)CF(1)CC(5)RA(3)RA(3)RA(2)AC(1)CF(3)CC(4)RA(15)CP(6)TC(50)CP(5)GS(7)TC(40)CP(10)CP(5)GS(60)CP(10)GS(15)TC(4)RA(40)TC(860)CP(60)TC(10)GS(1)ACCXCXCXL200 PLANTINGPLANN0 4 8 16L200 NOTES:1.SEE L-100 FOR PAVING AND FINISHING LAYOUT.2.SEE L-300 PLANTING SCHEDULE, ADD BULBS AS SPECIFIED.3.SEE L-400 FOR PLANTING DETAILS.DATE:PROJECT:DRAWN BY:3/2/20202017054YYNew ConstructionDATE:PROJECT:DRAWN BY:Whitham Planning & DesignLandscape ArchitectureSCALE: 3/16" = 1'-0"CHECKED BY:KICDATE:PROJECT:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specific descriptionof the alteration.2017054411-415 College Ave, Ithaca, New York 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATEADD-0103/02/2020GENERAL NOTES:1.SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT, UTILITIES. GRADING ANDDRAINAGE, AND PAVING INSTALLATION DETAILS.2.SEE CIVIL ENGINEERING AND STRUCTURAL ENGINEERING DRAWINGS FORCONCRETE RETAINING WALL DETAILS.3.SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING INFORMATION.4.VERIFY DIMENSIONS AND LAYOUT OF ALL PAVING, PLANTING, AND FURNISHINGSPRIOR TO INSTALLATION. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.5.ALL FREESTANDING STONE AND PLANTING MATERIALS TO BE INSPECTED BYLANDSCAPE ARCHITECT PRIOR TO INSTALLATION.6.ALL PLANTINGS TO BE LAID OUT WITH LANDSCAPE ARCHITECT APPROVAL PRIOR TOINSTALLATION.7.THE CIVIL ENGINEERING BASE PLAN WAS USED TO PRODUCE THIS DRAWING PATHLAYOUT, UTILITIES, GRADING, AND BUILDING FOOTPRINTS FROM THOSE PLANS ARESHOWN IN THESE DRAWINGS FOR REFERENCE, SEE CIVIL PLANS FOR FINALDIMENSIONS.REVISION L300PLANTING &MATERIALSSCHEDULEL300 NOTES:1.SEE L-100 FOR PAVING AND FINISHING LAYOUT.2.SEE L-200 FOR PLANTING LAYOUT.DATE:PROJECT:DRAWN BY:3/6/20202017054YYNew ConstructionDATE:PROJECT:DRAWN BY:Whitham Planning & DesignLandscape ArchitectureSCALE: NTSCHECKED BY:KICDATE:PROJECT:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specific descriptionof the alteration.2017054411-415 College Ave, Ithaca, New York 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATEADD-0103/02/2020GENERAL NOTES:1.SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT, UTILITIES. GRADING AND DRAINAGE, AND PAVING INSTALLATION DETAILS.2.SEE CIVIL ENGINEERING AND STRUCTURAL ENGINEERING DRAWINGS FOR CONCRETE RETAINING WALL DETAILS.3.SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING INFORMATION.4.VERIFY DIMENSIONS AND LAYOUT OF ALL PAVING, PLANTING, AND FURNISHINGS PRIOR TO INSTALLATION. REPORT DISCREPANCIESTO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.5.ALL FREESTANDING STONE AND PLANTING MATERIALS TO BE INSPECTED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.6.ALL PLANTINGS TO BE LAID OUT WITH LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION.7.THE CIVIL ENGINEERING BASE PLAN WAS USED TO PRODUCE THIS DRAWING PATH LAYOUT, UTILITIES, GRADING, AND BUILDINGFOOTPRINTS FROM THOSE PLANS ARE SHOWN IN THESE DRAWINGS FOR REFERENCE, SEE CIVIL PLANS FOR FINAL DIMENSIONS.REVISIONREVISIONRFI-3603/06/2020 CONCRETE SIDEWALK,SEE L100-MATERIALS PLANAND CIVIL DRAWINGSSLOPE TO DRAIN,SEE CIVIL DRAWINGS.STONE, TYP.PAV01 - PAVERS, SEE CIVILDRAWINGS AND SPECS.4" MULCHDRAINAGE,- SEE CIVIL DRAWINGS.F01D - MAGLIN WOODEN BENCH WITHBACK, ATTACHED TO CONCRETE FOOTINGPER MANUFACTURE INSTRUCTIONS.CONCRETE RETAINING WALL,- SEE STRUCTURAL DRAWINGS.CONCRETE FOOTING,- SEE STRUCTURAL DRAWINGS.SLOPE TO DRAIN,SEE CIVIL DRAWINGS.L01 - LED STRIP LIGHTING,- SEE MATERIALS PLAN ANDSTRUCTURAL DRAWINGS.4L-4002L-400GEOTEXTILE3"3"CONCRETE SIDEWALK,SEE L100-MATERIALS PLANAND CIVIL DRAWINGSSLOPE TO DRAIN,SEE CIVIL DRAWINGS.STONE, TYP.PAV01 - PAVERS, SEE CIVILDRAWINGS AND SPECS.4" MULCHDRAINAGE,- SEE CIVIL DRAWINGS.F01B - MAGLIN WOODEN BENCH WITHBACK, ATTACHED TO CONCRETE FOOTINGPER MANUFACTURE INSTRUCTIONS.CONCRETE RETAINING WALL,- SEE STRUCTURAL DRAWINGS.CONCRETE FOOTING,- SEE STRUCTURAL DRAWINGS.SLOPE TO DRAIN,SEE CIVIL DRAWINGS.L01 - LED STRIP LIGHTING,- SEE MATERIALS PLAN ANDSTRUCTURAL DRAWINGS.4L-400GEOTEXTILE2L-4003" 3"4" MULCHCURB,- SEE CIVILDRAWINGS.CONCRETE SIDEWALK,SEE L100-MATERIALS PLANAND CIVIL DRAWINGSSLOPE TO DRAIN,SEE CIVIL DRAWINGS.CONCRETE FOOTING,- SEE STRUCTURAL DRAWINGS.PAV01 - PAVERS, SEE CIVILDRAWINGS AND SPECS.SLOPE TO DRAIN,SEE CIVIL DRAWINGS.STONE, TYP.1'-0"F01A - MAGLIN WOODEN BENCH,ATTACHED TO CONCRETE FOOTINGPER MANUFACTURE INSTRUCTIONS.L01 - LED STRIP LIGHTING,- SEE MATERIALS PLAN ANDSTRUCTURAL DRAWINGS.4L-4002L-400GEOTEXTILEGAP 1/2" MAX6"F01A - MAGLIN WOODEN BENCH,ATTACHED TO CONCRETE FOOTINGPER MANUFACTURE INSTRUCTIONS.CONCRETE FOOTING,- SEE STRUCTURAL DRAWINGS.SLOPE TO DRAIN,SEE CIVIL DRAWINGS.PAV01 - PAVERS, SEE CIVILDRAWINGS AND SPECS.BUILDING WALL- SEE ARCHITECTURAL DRAWINGS,THRESHOLD DETAILS BY CIVILENGINEER.8"L01 - LED STRIP LIGHTING,- SEE MATERIALS PLAN ANDSTRUCTURAL DRAWINGS.1'-0"8"- SEE STRUCTURAL DRAWINGS FOREXPANSION JOINT BETWEENCONCRETE AND BUILDING.GEOTEXTILE2L-400PLANNOTES:1. SEE CIVIL DRAWINGS FOR STONELAYOUT2. SEE L400 FOR MATERIALS SCHEDULECUT EDGES TO REMOVESHARP CORNERSSAWN AND THERMAL FINISHFINISH GRADESAWN AND THERMAL FINISHISOMETRIC1'-0" 10"2'-6"6"CONDITION VARIES,- SEE MATERIALS PLANSAND CIVIL DRAWINGS.CRUSHER RUN BASECOMPACTED SUBGRADE,95% STANDARD PROCTORCONFIRM SUBSURFACEDRAINAGE WITH CIVIL ENGINEERSPRIOR TO INSTALLATION3" 1'-6" REVEAL TOWARD PUBLIC FACE 1A CRUSHED STONE SETTING MATERIALSGRAVEL1'-6"RADIUSSTONE, TYP.- SEE L100 FOR LAYOUT,SEE L200 FOR MATERIALSSCHEDULE.PLANTING- SEE L200 PLANTING PLANSAND L500 PLANTING DETAILS.6"GEOTEXTILE2"SAWNNATURAL FINISHSEE CIVIL DRAWINGSFOR ADJACENTPAVING DETAILSSTEP01-SEE L100 FOR MATERIALS SCHEDULE-SEE STRUCTURAL DRAWINGS FORSTAIR DETAILSSEE CIVIL DRAWINGS FORADJACENT PAVING DETAILSNOTES:PRELIMINARY PLACEHOLDER DESIGN FOR REVIEW BY FABRICATORONLY, NOT FOR CONSTRUCTION.FINAL DESIGN AND SHOP DRAWINGS BY FABRICATOR TO BEAPPROVED BY LANDSCAPE ARCHITECTS.3/4"5/8"6"NOTES:1.LED STRIP CUT TO LENGTH - SEE MATERIALS PLANS2.END CAPS, MOUNTING BRACKET, FASTENER - SEE MANUFACTURE SPECIFICATIONS.3.ELECTRICAL CONNECTION BY ELECTRICAL ENGINEERS.L01 - LED STRIP LIGHTING,- SEE MATERIALS PLAN- CREATE 3/4" X 5/8" CHANNEL INCONCRETE RISER,- INSTALL1/2" X 5/8" EXTRUSIONWITH 2/5" LED STRIP,- INSERT LIGHTING INTO MOUNTINGBRACKETS.EPOXY/SEALING ONMOUNTING BRACKETSL400ILLUSTRATIVESECTIONSSECTION AA'1SCALE: 1/2" = 1'-0"SECTION BB'3SCALE: 1/2" = 1'-0"SECTION CC'5SCALE: 1/2" = 1'-0"SECTION DD'6SCALE: 1/2" = 1'-0"L400 NOTES:1.THESE SECTIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY2.CONCRETE WALL DESIGN AND REINFORCING ILLUSTRATED PER DIRECTION OFSTRUCTURAL ENGINEER, REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL FINALCONCRETE AND REINFORCING.3.SEE CIVIL ENGINEERING DRAWINGS FOR WALL LAYOUT AND ELEVATIONS.4.SEE L100 FOR FURNISHING AND MATERIAL FINISHES.5.SEE MANUFACTURE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR BENCH.6.BENCH TO PROJECT 1/4" MIN, 1/2" MAX OUT FROM CONCRETE RETAINING WALL. NOCONCRETE WALL TO BE EXPOSED.7.CONFIRM CONCRETE WALL LAYOUT WITH STRUCTURAL AND CIVIL ENGINEERS.DATE:PROJECT:DRAWN BY:3/6/20202017054YYNew ConstructionDATE:PROJECT:DRAWN BY:Whitham Planning & DesignLandscape ArchitectureSCALE: AS SHOWNCHECKED BY:KICDATE:PROJECT:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specific descriptionof the alteration.2017054411-415 College Ave, Ithaca, New York 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATEADD-0103/02/2020STONE, TYP.4SCALE: 1/2" = 1'-0"RAILING7SCALE: NTSUNDERLIGHT2SCALE: 1" = 1'-0"GENERAL NOTES:1.SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT, UTILITIES. GRADING AND DRAINAGE, ANDPAVING INSTALLATION DETAILS.2.SEE CIVIL ENGINEERING AND STRUCTURAL ENGINEERING DRAWINGS FOR CONCRETE RETAINING WALLDETAILS.3.SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING INFORMATION.4.VERIFY DIMENSIONS AND LAYOUT OF ALL PAVING, PLANTING, AND FURNISHINGS PRIOR TO INSTALLATION.REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.5.ALL FREESTANDING STONE AND PLANTING MATERIALS TO BE INSPECTED BY LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.6.ALL PLANTINGS TO BE LAID OUT WITH LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION.7.THE CIVIL ENGINEERING BASE PLAN WAS USED TO PRODUCE THIS DRAWING PATH LAYOUT, UTILITIES,GRADING, AND BUILDING FOOTPRINTS FROM THOSE PLANS ARE SHOWN IN THESE DRAWINGS FORREFERENCE, SEE CIVIL PLANS FOR FINAL DIMENSIONS.REVISIONREVISIONREVISIONREVISIONREVISIONRFI-3603/06/2020 PAVING - SEE CIVIL DRAWINGS& MATERIAL PLANSCOMPACTED SUBGRADECURB FOUNDATION TO EXTEND NO MORETHAN 3" TOWARD ROOT BALL. MIN. 8" SOILBETWEEN CURB FOUNDATION AND ROOT BALLSTREET TREES AS IDENTIFIED ON PLANTINGPLAN TO BE PLANTED ON CENTER IN TREE PITPLANTINGS AS SHOWN INLANDSCAPE PLAN2 TIMES THEROOTBALLDIAMETERNOTES:1.ENSURE THAT SOIL FILLS WIDTH OF TRENCH,SHORE UP SIDES AS NECESSARY TO PREVENTGRAVEL INTRUSION.2.EACH TREE TO HAVE MINIMUM PLANTING SOILVOLUME 760 CU FT PER CITY SITE ORDINANCE276-7 PROJECT REVIEW CRITERIA B.3.C. LARGETO MEDIUM CANOPY TREES3.SEE DETAIL #5 FOR TREE STAKINGREQUIREMENTS4.SEE DETAIL #6 FOR TREE PLANTINGREQUIREMENTSCU STRUCTURAL SOIL ™OR APPROVED EQUALSEE LANDSCAPE DRAWINGSTYP. CURBSEE CIVIL DRAWINGSSIDEWALK / ROADWAYSEE CIVIL DRAWINGSTAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE TO PREVENT SHIFT1:1 SLOPE ON SIDESOF PLANTING HOLENOTES:1.DO NOT HEAVILY PRUNE THE TREE AT PLANTING.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTLEADERS, AND BROKEN OR DEAD BRANCHES.SOME INTERIOR TWIGS AND LATERAL BRANCHESMAY BE PRUNED; HOWEVER, DO NOT REMOVETHE TERMINAL BUDS OF BRANCHES THATEXTEND TO THE EDGE OF THE CROWN.2.EACH TREE TO HAVE MINIMUM PLANTING SOILVOLUME 760 CU FT PER CITY SITE ORDINANCE276-7 PROJECT REVIEW CRITERIA B.3.C. LARGETO MEDIUM CANOPY TREES3.STAKE TREES ONLY UPON THE APPROVAL OF THELANDSCAPE ARCHITECT4.REMOVE ALL TWINE, ROPE, WIRE AND BURLAPFROM TOP HALF OF ROOT BALL5.IF PLANT IS SHIPPED WITH A WIRE BASKETAROUND THE ROOT BALL, CUT THE WIRE BASKETIN FOUR PLACES AND FOLD DOWN 8" INTOPLANTING HOLE6.ROOT CROWN ABOVE FINISHED GRADE BY 1"-2"BOTTOM OF ROOT BALL RESTSON UNDISTURBED SOIL2 TIMES THEROOTBALLDIAMETER3"-4" DOUBLEGROUND HARDWOODMULCH COVERED AND WEED-FREEUNTIL INSTALLATION (NATURAL. UNDYED)TOPSOIL COMPOST 50/50 BOUNDDEPTH AS SPECIFIED IN MATERIALS SCHEDULECONCRETE PAVINGSEE CIVIL DRAWINGSGEO-TEXTILECOMPACTED SUBGRADEDEPTH OF ROOTBALL TREE PLANTING HOLEDEPTH OF ROOTBALLCOMPACTED SUBGRADECONCRETE PAVINGSEE CIVIL DRAWINGS3"-4" DOUBLEGROUND HARDWOODMULCH COVERED AND WEED-FREEUNTIL INSTALLATION (NATURAL. UNDYED)SEE PLANTING PLAN FOR PLANT TYPETOPSOIL COMPOST 50/50 BOUNDDEPTH AS SPECIFIED IN MATERIALS SCHEDULEGEO-TEXTILEBOTTOM OF ROOT BALL RESTSON UNDISTURBED SOIL2 TIMES THEROOTBALLDIAMETERNOTES:1.REMOVE ALL AND ROPE, WIRE ORBURLAP FOR TOP HALF OF ROOTBALL2.LOOSEN ROOTS IF ROOT BOUND3.ROOT CROWN AT FINISHED GRADE TO1" ABOVE GRADE3"-4" DOUBLEGROUND HARDWOODMULCH COVERED AND WEED-FREEUNTIL INSTALLATION (NATURAL. UNDYED)SEE PLANTING PLAN FOR PLANT TYPETOPSOIL COMPOST 50/50 BOUNDDEPTH AS SPECIFIED IN MATERIALS SCHEDULECOMPACTED SUBGRADEGEO-TEXTILECONCRETE PAVINGSEE CIVIL DRAWINGSNOTES:1.LOOSEN ROOTS IF ROOTBOUND2.FINISHED SURFACE OFTHE MULCH SHOULD BE 1"BELOW GRADE OF PAVING3.SPACING 18" O.C.6'-0"1'-0"2" x 2" x 6' STAKEDRIVE STAKE INTO SUBGRADE6"-12"NONABRASIVE NYLON WEBBING + GROMMETPLANVIEWNON ABRASIVE NYLON WEBBING+GROMMETLODGEPOLESTAKESPREVAILINGWIND18" - 30"NOTES:1.REMOVE ANY DAMAGED OR BROKEN BRANCHES2.SEE DETAIL#1 FOR TREE PLANTING DEATILCOMPACTED SUBGRADE2 TIMES THEROOTBALLDIAMETERNOTES:1.SEE DETAIL #4 FOR SHRUB PLANTINGDETAIL2.SEE SPECIFICATIONS FOR FURTHERREQUIREMENTS RELATED TO THIS DETAIL.SEE PLANTING PLANFOR PLANT TYPEORIGINAL SLOPE SHOULD PASSTHROUGH THE POINT WHERE THETRUNK MEETS SUBSTRATE/SOILPRIOR TO MULCHING, LIGHTING TAMPSOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE SHRUB. DO NOT OVERCOMPACT. WHEN THE PLANTING HOLEHAS BEEN BACKFILLED, POUR WATERAROUND THE ROOT BALL TO SETTLETHE SOIL.L500PLANTINGDETAILSSHRUB PLANTING DETAIL4SCALE: 1/2" = 1'-0"STAKING DETAIL5SCALE:1/2" = 1'-0"SHRUB ON SLOPE 5%-50%1SCALE: 1/2" = 1'-0"TREE PLANTING DETAIL6SCALE: 1/2" = 1'-0"STREET TREE PLANTING DETAIL3SCALE: 1/2" = 1'-0"PERENNIAL PLANTING DETAIL2SCALE: 1/2" = 1'-0"DATE:PROJECT:DRAWN BY:2/14/20202017054YYNew ConstructionDATE:PROJECT:DRAWN BY:Whitham Planning & DesignLandscape ArchitectureSCALE: AS SHOWNCHECKED BY:KICDATE:PROJECT:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specific descriptionof the alteration.2017054411-415 College Ave, Ithaca, New York 14850 Student Agencies Properties, Inc. 411-415 College Ave Redevelopment New Construction REVISION SCHEDULENAMEDATEGENERAL NOTES:1.SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT, UTILITIES. GRADING AND DRAINAGE, ANDPAVING INSTALLATION DETAILS.2.SEE CIVIL ENGINEERING AND STRUCTURAL ENGINEERING DRAWINGS FOR CONCRETE RETAINING WALLDETAILS.3.SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING INFORMATION.4.VERIFY DIMENSIONS AND LAYOUT OF ALL PAVING, PLANTING, AND FURNISHINGS PRIOR TO INSTALLATION.REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.5.ALL FREESTANDING STONE AND PLANTING MATERIALS TO BE INSPECTED BY LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.6.ALL PLANTINGS TO BE LAID OUT WITH LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION.7.THE CIVIL ENGINEERING BASE PLAN WAS USED TO PRODUCE THIS DRAWING PATH LAYOUT, UTILITIES,GRADING, AND BUILDING FOOTPRINTS FROM THOSE PLANS ARE SHOWN IN THESE DRAWINGS FORREFERENCE, SEE CIVIL PLANS FOR FINAL DIMENSIONS. 1.CONCRETE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALLREQUIREMENTS OF"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-13) AND "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1-13)"PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT AS MODIFIED BY THEREQUIREMENTS OF THE CONTRACT DOCUMENTS.2.MATERIALS:a.CONCRETE BLOCK: ASTM C90. MINIMUM NEW AREACOMPRESSIVE STRENGTH OF CMU = 2800 PSI.b.MORTAR: ASTM C270, TYPE Sc.BOND BEAM AND CORE FILL: ASTM C476, COURSE OR FINE FILL, PLACED PER ACI 530.1 TABLE 7. MINIMUM COMPRESSIVE STRENGTH = 3000 PSI.d.JOINT REINFORCING: HOT DIPPED GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CROSS WIRES, LADDER TYPE.e.BAR REINFORCING: ASTM A615 GRADE 60.f.WIRE, TIES AND ANCHORS: AS INDICATED.3.VERTICAL REINFORCING: UNLESS OTHERWISE INDICATED, PROVIDE VERTICALREINFORCING IN ALL CONCRETE MASONRY WALLS AS FOLLOWS: -(2) #5 WITHIN 16" OF EACH SIDE OF OPENINGS.-(1) #5 WITHIN 8" OF EACH SIDE OF CONTRACTION JOINTS-(1) #5 @ 10' O.C. HORIZONTAL SPACING.4.REINFORCED MASONRY: WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES,THE FOLLOWING REQUIREMENTS APPLY:a.PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING AS WALL BARS, EMBEDDED INTO FOOTING 9 INCHES MIN.b.PROVIDE A CONTINUOUS VERTICAL CAVITY, AT LEAST 3"x4" IN SIZE, FREE OF MORTAR DROPPING.c.PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF 96 BAR DIAMETERS (MIN OF 2 PER BAR).d.AT SPLICES IN VERTICAL BARS, PROVIDE 48 DIAMETER LAP (24" LAP FOR #4 BAR; 30" LAP FOR #5 BAR).e.ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN PLACE PRIOR TO PLACEMENT OF GROUT.f.MAXIMUM HEIGHT OF GROUT LIFT = 5'-0".g.ALL CMU's USED IN REINFORCED MASONRY SHALL BE TWO CELL UNITS. 6.PROVIDE 100% SOLID BEARING, MINIMUM 3 COURSES UNDER BEAMS, 2 COURSESUNDER LINTELS, AND ONE COURSE UNDER JOISTS, UNLESS DETAILED OTHERWISE.7.FILL CORE SOLID AROUND ANCHOR BOLTS.8.PROVIDE 100% SOLID BLOCKS OR SOLIDLY FILLED HOLLOW BLOCKS FOR AT LEAST 4"AROUND ALL EXPANSION BOLTS.9.SET WELD PLATES IN BOND BEAMS AFTER THE GROUT IS PLACED, BUT WHILE IT ISSTILL PLASTIC.10.HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTALAND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS, PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS, ANDWHEN ADJACENT TO CELLS OR CAVITIES TO BE REINFORCED OR FILLED WITHCONCRETE OR GROUT. SOLID UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS.11.PROVIDE JOINT REINFORCING AT 16" VERTICAL SPACING.12.LAP JOINT REINFORCING 6" MIN.13.WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF A DIFFERENTTHICKNESS, PROVIDE A CONTINUOUS COURSE OF 100% SOLID MASONRY AT LEAST 8"HIGH BELOW TRANSITION.14.CONSTRUCTED WALLS ARE LATERALLY UNSTABLE AND MUST BE SHORED OR BRACEDUNTIL THEY ARE COMPLETELY CONSTRUCTED AND THE MORTAR HAS CURED.15.SITE TOLERANCES -ERECT MASONRY WITHIN THE TOLERANCES PROVIDED IN ACI 530.1.3.3 G AND THE PROJECT SPECIFICATION.16.WINDOW AND DOOR OPENING HEADERS TO BE REINFORCED MASONRY LINTEL BLOCK HEADERS. SEE HEADER SCHEDULE.CONCRETE MASONRY NOTES@..................ATADD'L........ADDITIONALADJUS.......ADJUSTMENTARCH.........ARCHITECTURAL OR ARCHITECTBCX...........BOTTOM CHORD EXTENTIONB.O............BOTTOM OFBS.............BOTH SIDES OR BRICK SHELFBP.............BEARING PLATEBRG...........BEARINGCL...............CENTER LINECFMF.........COLD FORMED METAL FRAMINGCJ.............CONTROL JOINTCMA..........COLUMN MASONRY ANCHORCMU...........COLUMN MASONRY UNITCOL...........COLUMNCONT.........CONTINUOUSCONC.........CONCRETEDIA ............DIAMETERDO.............DITTO -REPEAT PREVIOUSDWG..........DRAWINGDWGS........DRAWINGSE-W...........EAST-WEST OR EACH WAYEA.............EACHEC.............ELECTRICAL WORK PRIME CONTRACTORELEV.........ELEVATIONEMBED.......EMBEDMENTEOD...........EDGE OF DECKEOJ...........END OF JOISTEOS...........EDGE OF SLABEQ.............EQUALES.............EACH SIDEEXG...........EXISTINGEXP...........EXPANSIONEXT...........EXTERIORFD.............FLOOR DRAINFF..............FINISHED FLOORFIN FLR.....FINISHED FLOORFNDN.........FOUNDATIONFS.............FOOTING STEP OR FAR SIDEFTG............FOOTINGGA.............GAGEGALV.........GALVANIZEDGC.............GENERAL TRADES PRIME CONTRACTORH OR HOR... HORIZONTALHC.............HVAC PRIME CONTRACTORHP.............HIGH POINTINFO...........INFORMATIONINT.............INTERIORK................KIPSKB..............KNEE BRACEKSI.............KIPS PER SQUARE INCHL................ANGLELLBB..........LONG LEG BACK-TO-BACKLLH............LONG LEG HORIZONTALLLV............LONG LEG VERTICALLMF............LIGHT GAGE METAL FRAMINGMAX...........MAXIMUMMC.............MASONRY OPENINGMIN............MINIMUMMECH.........MECHANICALM.O............MASONRY OPENINGN-S............NORTH-SOUTHNS..............NEAR SIDENTS............NOT TO SCALENYSBC........NEW YORK STATE BUILDING CODEO.C.............ON CENTERPL OR P....PLATEPC..............PLUMBING WORK PRIME CONTRACTORPROJ..........PROJECTPSF............POUNDS PER SQUARE FOOTPSI.............POUNDS PER SQUARE INCHREINF.........REINFORCEREQ'D.........REQUIREDRD.............ROOF DRAINSCHED........SCHEDULESECT..........SECTIONSF..............SQUARE FOOTSIM............SIMILARSL..............SLOPEDSLBB..........SHORT LEG BACK-TOBACKSPEC'S.......SPECIFICATIONSSQ.............SQUARESTD...........STANDARDT/..............TOP OFTBR...........TO BE REMOVEDTFE............TOP OF FOOTING ELEVATIONT.O............TOP OFT.O.S.........TOP OF SLAB, STEP, OR STEELT.O.SLAB...TOP OF SLABTPE...........TOP OF PIER ELEVATIONTWE...........TOP OF WALL ELEVATIONUNO............UNLESS NOTED OTHERWISEV................VERTICALVERT..........VERTICALVIF.............VERIFY IN FIELDW.P............WORKING POINTWS.............WALL STEPW/..............WITHXB..............X-BRACESTRUCTURAL ABBREVIATIONSOCCUPANCY CLASSIFICATION......................RESIDENTIALOCCUPANCY CATEGORY............................... IIMINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015.LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATEDPRIVATE ROOMS AND CORRIDORS SERVING THEM. . . . . .PUBLIC ROOMS AND CORRIDORS SERVING THEM. . . . . . .STAIRS AND EXITS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF TERRACE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASSEMBLY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ROOF LIVE LOADS (1607.11.2):MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . .ROOF SNOW LOAD (1608):GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . . . . . . .FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . . . . . .SLOPED ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . .SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . . . . . . SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . . . . . .THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SNOW DRIFT LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .UNBALANCED SNOW LOADS . . . . . . . . . . . . . . . . . . . . . .WIND LOAD (1609):BASIC DESIGN WIND SPEED. . . . . . . . . . . . . . . . . . . . . . .WIND IMPORTANCE FACTOR Iw . . . . . . . . . . . . . . . . . . . .BUILDING CATEGORY (ASCE 1-1) . . . . . . . . . . . . . . . . . .WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . . . . . . . .EXT COMP & CLADDING PRESSURE (1609.1.1 & ASCE 7-10)BUILDING DESIGN LOADSAREA10 SF50 SF100 SFNEGATIVE ZONE 1NEGATIVE ZONE 2NEGATIVE ZONE 3POSITIVE ALL ZONESOVERHANG ZONE 1&2OVERHANG ZONE 3-27.5-46.2-69.516.0-39.7-65.3-25.9-34.8-41.816.0-38.0-32.7-25.2-29.9-29.916.0-37.3-18.7SURFACE PRESSURE (PSF)ROOFAREA10 SF100 SF500 SFNEGATIVE ZONE 4NEGATIVE ZONE 5POSITIVE ZONES 4 & 5 -27.3-33.625.2-23.6-26.221.5-21.0-21.018.9SURFACE PRESSURE (PSF)WALL40 PSF100 PSF100 PSF 300#100 PSF100 PSF20 PSF40 PSF31 PSF1.01.01.01.1PER ASCE 7-10PER ASCE 7-10115 MPH (2015 CODE BASIS)1.0IIB+/-0.18AREA10 SF100 SF500 SFCASE A:INTERIOR ZONECORNER ZONECASE B:INTERIOR ZONECORNER ZONE63.286.6-44.3-50.643.143.1-36.8-39.440.540.5-31.6-31.6SOLID PARAPET PRESSURE (PSF)PARAPETEARTHQUAKE DESIGN DATA (1613):SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . .OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . .SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . .SPECTRAL RESPONSE ACCELERATION, SI . . . . . . SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . . SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . .SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . .BASIC SEISMIC -FORCE -RESISTING SYSTEMSTRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE.DESIGN BASE SHEAR PER ASCE 7V = .045WSEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . .RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . .ANALYSIS PROCEDURE. . . . . . . . . . . . . . . . . . . . . . . . . . .1.0II12.6 %g5.6 %g0.1340.09DB0.0453EQUIVALENT LATERAL FORCE (ASCE)18"BAR LAP LENGTHS IN CMU WITH f'm = 1,900 psi(1) BAR AT CENTER OF 6" CMU CORE OR BOND BEAMLOCATION(1) BAR AT CENTER OF 8" CMU CORE OR BOND BEAM(1) BAR AT CENTER OF 12" CMU CORE OR BOND BEAM(2) BARS IN 8" CMU CORE LOCATED 5" FROM EACH FACE SHELL(2) BARS IN 12" CMU CORE LOCATED 9" FROM EACH FACE SHELL(2) BARS IN 8", 10", 12" CMU BOND BEAM (SEE NOTE BELOW)#4#5#628"53"18"22"38"34"22"18"24"39"79"19"30"57"64"35"22"MASONRY REINFORCING SPLICE SCHEDULENOTES:1. THE ABOVE TABLE APPLIES TO GRADE 60 DEFORMED BARS.2. CLEAR SPACING BETWEEN BARS SHALL BE NOT LESS THAN 2 BAR DIAMETERS. IF CLEAR BAR SPACING IS LESS THAN 2 BAR DIAMETERS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.5.3. FOR EPOXY COATED BARS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.2 FOR CLEAR SPACING BETWEEN BARS GREATER THAN 6 BAR DIAMETERS, OR 1.5 IF CLEAR SPACING IS LESS THAN 6 BAR DIAMETERS.FOR WALLS, SLABS, FOOTINGS & BEAMSCONCRETE STRENGTH, PSIBAR SIZE#3#4#5#6#7#8#9#10FOR PIERS & COLUMNS3000 3500 4000 4500 5000ALL CONCRETE1'-11"2'-4"2'-10"4'-1"4'-8"5'-3"6'-11"1'-5"1'-9"2'-2"2'-7"3'-9"4'-4"4'-10"5'-6"1'-4"1'-8"2'-0"2'-5"3'-7"4'-1"4'-7"5'-2"1'-3"1'-7"1'-11"2'-4"3'-4"3'-10"4'-4"4'-10"1'-2"1'-6"1'-10"2'-2"3'-2"3'-7"4'-1"4'-7"1'-1"1'-3"1'-7"1'-11"2'-2"2'-6"2'-10"3'-2"1'-0"CONCRETE REINFORCING SPLICE SCHEDULEGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. TYPICAL POURSTOP SCHEDULE (5 1/2" SLAB)OVERHANG (INCHES)TYP (GAGE)012,34,56-910, 11201816141210* PROVIDE BENT PLATE FOR OVERHANG EXCEEDING 11" -SEE PLANS AND DETAILSGENERAL COLD FORMED METAL FRAMING NOTESINSTALLATION:1. INSTALLATION SHALL BE IN ACCORDANCE W/ STEELSTUD MANUFACTURERS ASSOCIATION (SSMA) ICBO ER-4943P PRINTED INSTRUCTIONS AND RECOMMENDATIONS.2. TEMPORARY BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT REMOVE BRACING UNTIL WORK IS PERMANENTLY STABILIZED.3. PRODUCTS MANUFACTURED BY SSMA MEMBERS ARE FORMED FROM STEEL WITH A MINIMUM YIELD STRESS OF 33 OR 50 KIPS PER SQUARE INCH (KSI).DESIGN4. PROVIDE COLD FORMED STRUCTURAL METAL FRAMING CONTRACTOR'S DESIGN ENGINEER'S CALCULATIONS DEMONSTRATING THAT THE COLD FORMED FRAMING SYSTEM WILL COMPLY WITH THE PERFORMANCE REQUIREMENTS OF THIS SECTION AND THE CONTRACT DRAWINGS.MATERIALS:5. ALL LIGHT GAGE FRAMING MEMBERS SHALL BE MANUFACTURED FROM STEEL THAT MEETS THE REQUIREMENTS OF AISI SPECIFICATIONS. LATEST EDITION.6. ALL STUDS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A HOT-DIPPED. GALVANIZED COATING PER ASTM A653 AND C955. MINIMUM G60 COATING.CONNECTIONS:7. FASTENER PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED THREADS. MINIMUM SPACING AND EDGE DISTANCE OF SCREW FASTENERS SHALL NOT BE LESS THAN 3/8".8. ALL CLIP ANGLES SHALL MATCH STUD GAGE UNLESS OTHERWISE NOTED.LOAD BEARING MEMBERS: (JOIST, RAFTERS AND AXIALLY LOADED STUDS)9. BOTH FLANGES OF STUDS MUST BE ATTACHED TO TRACK MEMBERS @ TOP & BOTTOM.10. ALL AXIALLY LOADED MEMBERS SHALL BE ALIGNED VERTICALLY TO ALLOW FOR FULL TRANSFER OF LOADS DOWN TO THE FOUNDATION.11. LOAD BEARING MEMBERS SHALL BEAR SQUARELY AND TIGHTLY IN "THEIR TRACKS. PROVIDE AT LEAST 10 INCHES OF UNPUNCHED STEEL AT BEARING POINTS.12. STUD LATERAL BRIDGING REQUIREMENTS FOR WALLS SUBJECT TO AXIAL LOADING -BRIDGING MAY BE PROVIDED BY ANY ONE OF THE FOLLOWING:A. 1 1/2” COLD ROLLED U-CHANNEL ATTACHED W/ CLIPS AND NO. 6 SCREWS {SPACING AS REQUIRED) (6" WIDE STUDS. MAX.)B. 2" X 20 GAGE FLAT STRAPPING APPLIED TO BOTH STUD FACES WITH ONE BAY OF SOLID BLOCKING EVERY 10' (SPACING AS REQUIRED).C. SPAZZER BAR 5400 BRIDGING RUNNING THROUGH STUDS THEN TWIST LOCKING (SPACING AS REQUIRED) (6" WIDE STUDS. MAX.)NON-LOAD BEARING STUD MEMBERS: (CURTAINWALL.)1. STUD LATERAL BRIDGING REQUIREMENTS FOR WALLS SUBJECT TO WIND LOADING ONLY:A. SHEATH WALLS ON BOTH SIDES OR, USE SPAZZER BAR AT 4'-0" O.C. VERTICALLY.B. PROVIDE SPAZZER BAR WITHIN 12" OF TOP OF STUDS WHERE DEFLECTION TRACK IS USED.C. 1 1/2" COLD ROLLED U-CHANNEL ATTACHED W/ CLIPS AND NO. 6 SCREWS (SPACING AS REQUIRED) (6" WIDE STUDS. MAX.)D. 2" X 20 GAGE FLAT STRAPPING APPLIED TO BOTH STUD FACES WITH ONE BAY OF SOUD BLOCKING EVERY 10' (SPACING AS REQUIRED).1.THE STRUCTURAL STEEL FRAME AS DESIGNED IS A NON-SELF-SUPPORTING STEEL FRAME. COORDINATE THE ERECTION WITH THE INSTALLATION OF OTHER BUILDING ELEMENTS REQUIRED FOR THE STRUCTURE'S STABILITY. THESE ELEMENTS INCLUDE SLABS, METAL DECK, MASONRY WALLS, AND CONCRETE WALLS. PROVIDE AND MAINTAIN TEMPORARY SHORING AND BRACING UNTIL THESE OTHER BUILDING ELEMENTS ARE COMPLETELY INSTALLED AND CURED.2.STRUCTURAL STEEL WIDE-FLANGE SECTIONS SHALL COMPLY WITH ASTM A572 OR ASTM A992 (Fy=50 KSI).3.STRUCTURAL STEEL TUBE SECTIONS SHALL COMPLY WITH ASTM A500, (Fy=46 KSI). 4.ALL OTHER STRUCTURAL SHAPES SHALL COMPLY WITH ASTM A 36 (Fy=36 KSI).5.SHOP CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGH STRENGTH BOLTED OR WELDED. (UNLESS OTHERWISED NOTED)6.FIELD CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGH STRENGTH BOLTED OR WELDED UNLESS OTHERWISE NOTED. FIELD BOLTED CONNECTIONS SHALL BE SHEAR/BEARING CONNECTIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS. SHEAR BEARING CONNECTIONS SHALL BE INSTALLED TO THE SNUG TIGHT CONDITION.7.PROVIDE ANGLE FRAMES AROUND ALL FLOOR AND ROOF OPENINGS WITH A DIMENSION OF 1'-0" IN ANY DIRECTION ON ROOF AREAS FRAMED IN STEEL. COORDINATE SIZE AND LOCATION WITH MECHANICAL CONTRACTOR.8.STEEL FLOOR AND ROOF DECK SHALL BE MANUFACTURED TO THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE. SEE THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. PROVIDE A COMPLETE STEEL DECK SYSTEM WITH ALL POUR STOPS, END CLOSURE STRIPS AND OTHER ACCESSORIES. DO NOT SUBMIT STEEL ROOF AND FLOOR DECK DRAWINGS FOR REVIEW UNTIL STEEL ERECTION PLANS HAVE BEEN SUBMITTED AND APPROVED. 9.THE ANCHOR BOLT PLANS AND STRUCTURAL STEEL ERECTION DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO SUBMITTING FABRICATION DETAIL DRAWINGS, JOIST DRAWINGS OR DECK DRAWINGS.10.SEE DRAWINGS AND SPECIFICATIONS FOR STEEL FINISH REQUIREMENTS. ALL STEEL TO BE PRIMED EXCEPT STEEL TO BE FIREPROOFED. STEEL TO BE FIREPROOFED TO BE UNFINISHED.STRUCTURAL STEEL NOTES1. REFER TO THE PROJECT MANUAL FOR THE SUBSURFACE INVESTIGATION REPORT.2.THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO COMMENCING ANY EXCAVATION WORK.3.AFTER EXCAVATION TO REQUIRED SUBGRADE ELEVATION, PROOFROLL THE BUILDING AREAS IN THE PRESENCE OF THE ENGINEER'S REPRESENTATIVE. PROOFROLLING TO CONSIST OF AT LEAST 4 PASSES IN PERPENDICULAR DIRECTIONS WITH A SELF PROPELLED ROLLER WEIGHING AT LEAST 14,000 LBS. SOFT OR UNCOMPACTED AREAS IDENTIFIED DURING THE PROOFROLLING PROCESS SHALL BE EXCAVATED AND REPLACED WITH APPROVED GRANULAR STRUCTURAL FILL. 4.ALLOWABLE DESIGN SOIL BEARING PRESSURE:UNDISTURBED SOIL . . . . . . . . . . . . . . . . . . . 4000 PSF5.NOTIFY ENGINEER IF WET, SOFT OR LOOSE SOILS ARE ENCOUNTERED AT FOOTING BEARING ELEVATION, AND DO NOT PLACE FOUNDATIONS IN THIS AREA UNTIL AUTHORIZED TO DO SO BY THE ENGINEER.6.ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED EXISTING SOILS AT THE SPECIFIED BOTTOM OF FOOTING ELEVATION. IN THE EVENT OF OVER-EXCAVATION, CONTRACTOR SHALL LOWER THE BOTTOM OF FOOTING BEARING ELEVATION TO UNDISTURBED EXISTING SOIL AT HIS EXPENSE. 7.DO NOT PLACE FOOTINGS OR SLABS IN WATER OR ON FROZEN GROUND.8.DO NOT ALLOW WATER TO ACCUMULATE IN THE BOTTOM OF AN OPEN EXCAVATION.9.ALL BACKFILL WITHIN THE BUILDING FOOTPRINT, UNDER EXT SLABS, WALKWAYS & PADS, AND IN OTHER AREAS AS NOTED IS TO BE INSPECTED COMPACTED BACKFILL USING IMPORTED STRUCTURAL FILL MATERIALS AS SPECIFIED. 10.COORDINATE BACKFILL AND COMPACTION WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. PROVIDE 3 WORKING DAYS ADVANCE NOTICE OF SCHEDULED FILLING AND BACKFILLING OPERATIONS. DO NOT COMMENCE BACKFILL UNTIL AUTHORIZED BY THE ENGINEER OR OWNER'S REPRESENTATIVE. AUTHORIZATION WILL BE GRANTED AFTER THE REVIEW OF CONSTRUCTED WORK TO BE COVERED BY THE BACKFILL.11.MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. COMPLY WITH OSHA REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE CONSTRUCTION PRACTICES, AND FOR THE PROTECTION OF OPEN EXCAVATIONS. 12.DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL THE BASEMENT FLOOR SLAB AND FIRST FLOOR DECK ARE FULLY INSTALLED.EARTHWORK NOTES1.CONCRETE SHALL BE AS FOLLOWS:STRENGTHMAX AGGAIRMAX W/CFOOTINGS3000 PSI 1.5"NONE0.5INTERIOR SLABS3500 PSI1.5"NONE0.5EXTERIOR SLABS, STAIR & 5000 PSI1.5"6%±1.5% 0.40CONCRETE SEATINGFOUNDATION WALLS4500 PSI3/4"NONE0.45CONCRETE SHEARWALLS4500 PSI3/4"6%±1.5%0.40PIERS4500 PSI3/4"6%±1.5%0.402.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE.3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. MINIMUM 20% FLY ASH OR BLAST FURNACE SLAG SHALL BEUSED IN COMBINATION WITH PORTLAND. 4.SEE SPECIFICATION FOR ADDITIONAL INFORMATION.5.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRICSHALL CONFORM TO ASTM A-185.6.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS: -CONCRETE CAST AGAINST FORMS 2"-CONCRETE CAST AGAINST EARTH 3" -SLABS -1.5" MIN 7.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS.8.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURINGCOMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURINGCOMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES.9.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVEDBY THE ARCHITECT OR OWNER'S REPRESENTATIVE. 10.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES.11.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS ANDFOOTINGS.12.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BESLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOTPERMITTED.13.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FORFLOOR FINISHES14.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE @12'-0" O.C. IN EACH DIRECTION UNLESS SHOWN OTHERWISE ON FOUNDATION PLAN . SEE SLAB ON GRADE DETAIL FOR JOINTING INSTRUCTIONS. SAW CUT CONTRACTION-JOINTS WITHIN 4 HRS OF FINAL FINISHUSING THE EARLY ENTRY DRY-CUT SAW METHOD.15.ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREA BASED JOINT FILLER.ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS.16.FINE AND COURSE AGGREGATE FOR CONCRETE SHALL BE FROM AN APPROVED NYSDOT SOURCE AS LISTED ON THE NYSDOT WEBSITE WWW.DOT.NY.GOV. IF THE AGGREGATE HAS THE POTENTIAL FOR ALKALI SILICA REACTION (ASR) AS INDICATED ON THE DOT WEBSITE, THE PORTLAND CEMENT USED IN THE MIX MUST BE LOW ALKALI (TOTAL ALKALI < 0.7%) OR THE MIX MUST INCLUDE 20% FLY ASH OR GROUND GRANULATED BAST-FURNACE SLAB.REINFORCED CONCRETE NOTESDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:47:40 AMS001GENERALNOTES ANDSCHEDULES02.14.20202017054JEC/RAM411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULENAME DATE DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:47:42 AMS002SCHEDULE OFSPECIALINSPECTIONS02.14.20202017054JEC/RAM411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULENAME DATE G7S501A4S501221A1A334466BCDEFHKLNO3.53.5554.74.75.45.45.95.95.85.877AGJ3.93.9F826" CONCRETE MAT SLAB OVER 12" COMPACTED SLAB SUBBASE OR 2" MUD MAT. REINFORCE W/ #8 @12" O.C. E.W. TOP AND BOTTOM MAT. T/SLAB = 347.50' 28' - 8 1/2"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"17' - 3 1/2"8' - 2 1/4"9' - 1 1/4"3' - 11 5/8"10"5' - 10 3/8"6' - 5 7/8"101' - 5 1/4"1' - 3"18' - 4 3/4"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGAEXGBEXGBEXGCEXGC2A2AMMG5S501112' - 5 1/2"16' - 4"2 1/4"10' - 6"ELEV MFRCOORD WITHCOORD W/ ELEV MFRWALL (TYP)1' - 2" CONC2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONC20' - 8"6.56.562' - 11 7/8"4' - 6"5 1/4"6' - 5"45' - 0 3/4"6' - 5"13' - 0 1/4"F6F8F7F7P1P1P1P1P1 P1 P1WALL (TYP)1' - 0" CONCWALL (TYP)1' - 0" CONCWALL (TYP)1' - 0" CONCWALL (TYP)1' - 2" CONCWALL1' - 0" CONCWALL (TYP)1' - 0" CONCS400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A110"4' - 3"1.91.9(VIF)12' - 4" ±(VIF)9' - 8" ±4'x4'x1' (VIF)6'x6'x1'-2" (VIF)6'x6'x1'-2" (VIF)3'x3'x1'-0" (VIF)3'x3'x1'-0" (VIF)4'x4'x1'-0" (VIF)4'x4'x1'-0" (VIF)(VIF)12' - 0" ±(VIF)18' - 0" ±(VIF)18' - 0" ±(VIF)17' - 6" ±(VIF)18' - 0" ±(VIF)18' - 0" ±6'x6'x1'-2" (VIF)7'-6"x7'-6"x1'-9" (VIF)7'x7'x1'-5" (VIF)LOCATE TOP OF SOLDIER PILES BELOW NEW STRUCTURAL STEEL FRAMING (TYP)WALL TO REMAINEXG 409 FND WALL TO REMAINEXG 411-415 FNDNEWFNDEXGFND(VIF)5' - 0" ±EXIST 2'-8" DEEP CONTINUOUS FOOTING (VIF)BOTTOM OF FOOTING ELEVATION OF ALL EXISTING FOOTING EQUAL -9'-0" (FIELD VERIFY)INFILL EXISTING ELEVATOR PIT W/ FLOWABLE FILL OR COMPACTED SELECT STRUCTURAL FILLP1P1P1P1P1P1P8M.9C2S3012' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"A9S501D.9( 16' - 6 3/8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 6' - 8" )( 7' - 2 1/2" )( 7' - 2 1/2" )( 6' - 8" )( 8' - 8" )( 7' - 2 1/2" )( 7' - 2 1/2" )( 6' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )( 8' - 8" )C3S300B1S302B1S302FTG2' - 0"WALL8" FND[12'-2 3/4"]T/SLAB = 363.36'(+15'-10 3/8")8" SLAB ON GRADE W/#4 @ 12" O.C. EACH WAYEDGE OF BRKSHLFBRK SHLF8"T/BRKSHLF = +14'-6 3/8"[1 2 '-2 3 /4 "]6" STORM LIVE INVERT ELEV = 360'-0" AT OPNGWALL1' - 4" FNDFTG2' - 0"OFFSET2" COLT/BRKSHLF = +14'-6 3/8"T/WALL = +15'-2 3/8"SHLF8" BRKWALL8" FNDFND WALL STEPST/WALL = +15'-8 3/8"W / A R C H3' - 8 " C O O R D T/WALL = +15'-8 3/8"-6"0"OFFSET2" COLT/SLAB = 363.86'(16'-4 3/8")WALL1' - 4" FNDSHLF8" BRK3' - 4 1/2"T/WALL = +15'-8 3/8"[12'-2 3/8"]T/BRKSHLF = +15'-0 3/8"2' - 0" FTG[15'-2 3/8"]SLAB STEPSFTG2' - 0"T/WALL = +22'-2"P5[+2'-0"]A7S300F6S300D5S300F6S300D5S300ATOPNGATOPNGP6(+15'-2 3/8")F7[+1'-0"][+1'-0"]P7(+15'-8 3/8")S505D6PROVIDE 8" DEEP COLUMN BLOCK OUTS FOR RECESSED BASEPLATE.PROVIDE (2) #6 x 8'-0" LONG REENTRANT BAR ON (4) SIDES OF BLOCKOUT.3' - 0"16.87°6' - 4 1/2"F6S300T/WALL = 13'-0"A9S3024" FTG DRAINT/WALL=10'-4"SHLF8" BRKB3S302( 11' - 8" )T/BRKSHLF= +9'-8"T/WALL = 13'-0"8 1/2"8' - 5"1' - 6 3/4"10' - 8 1/4"T/WALL STEPSP4(22'-2")T/WALL STEPS6" WATER SERVICE INVERT ELEV = 361.6"C6S3014" FTG DRAIN4" FND DRAIN INVERT = 374.84'P8T/WALL = 10'-7 1/2"T/WALL = 10'-7 1/2"P1SUMPPITSPREFABRICATED SUMP PUMPS COORDSIZE AND LOCATION W/ MEP DRAWINGS NORTH-SOUTH LOCATION TO BE CENTERED BETWEEN COLUMN LINE 3.9 AND 5FLOOR DRAIN CAST INTO MAT SLAB COORD LOCATION AND INVERT W/ MEP5' - 0"12' - 0"EQEQP1H5S300INTERIOR HOUSEKEEPING PAD COORD SIZE AND LOCATION W/ MEP.P34" FTG DRAINWALL STEPS2' - 0"WALL STEPSWALL (TYP)1' - 2" CONC ELEVATOR RAIL BRACKET SUPPORT POST BASE PLATE. COORD LOCATION W/ ELEV MFR .P3P3T/WALL = +10'-7 1/2"4' - 0"B10S301F9S3011'-6"x1'-6" x 1'-6" DEEP SUMP PIT8' - 0"4' - 0"4' - 0"ELEV PIT LADDER. COORD W/ ELEV MFR. SEE F7/ S301 FOR TYPICAL LADDER DETAILS3'-0" CONCRETE MAT SLAB OVER 12" COMPACTED SLAB REINFORCE W/ #8 2" MUD MAT. TOP & BOTTOM #8 @ 12" O.C. E.W. TOP/SLAB = 343.5'E10S302TYP AT EXTERIOR PIER AT NORTH AND WEST SIDEWALL6" STEMT/WALL =+13'-0"CONTRACTOR TO PROVIDE SUPPORT OF EXCAVATION (S.O.E.) DESIGN BY LICENSED PROFESSIONAL ENGINEER. SUBMIT STAMPED CALCULATIONS AND STAMPED SHOP DRAWINGS WITH A CLEARLY DEFIND S.O.E. SEQUENCE. APPROXIMATE AREA OF S.O.E IS CIRCLED. FINAL S.O.E EXTENTS TO BE DETERMINED BY S.O.E. DESIGN. MAY SUBMIT ALTERNATE SUPPORT OF EXCAVATION METHOD DESIGNED BY A LICENSED PROFESSIONAL ENGINEER.THICKEN SLAB TO 3'-0" THICK AT BRACED FRAMEB6S302TYP@ INTERIOR PIERS( 11' - 8" )P2P26" SAN. INV.ELEV. = 354.6'T/WALL= +13'-0"TYP @ OPENINGB3S302SHLF8" BRKWALL6" STEM8"T/WALL = 10'-7 1/2"7' - 9 7/8"A9S3028"FND WALL (TYP)1' - 2" CONC4" FTG DRAIN SLOPE TO EAST SIDET/BRK SHLF= +9'-8"6" STORM INV. ELEV = 354.5'T/WALL = +10'-7 1/2"P3CLEARANCE FOR PLATE GIRDER BOTTOM FLANGEPOCKET INTERIOR FACE OF FOUNDATION WALL FOR6" SAN INVERT ELEV = 354.0'F2S3009' - 9 1/4"11' - 11 1/8"2' - 8"10' - 4"2' - 8"10' - 4"2' - 9"9' - 7"2' - 0 3/8"TYP @ OPENINGELEVELEVE7S301(4) #8 x8'-0" LONG MAT TOP AND BOTTOM.4' - 0"4' - 0"(4) #8 x12'-0" LONG MAT TOP AND BOTTOM.T/WALL=10'-4"T/WALL = +10'-7 1/2"8 1/2"1' - 3 1/2"10" (TYP UNO)1' - 3 1/2"3' - 0"A3S301T/BRKSHLF = +9'-8"ELEV MFRCOORD W/113"6 1/8"T/WALL= +15'-2 3/8"BRKSHLFSTEPST/BRKSHLF= +9'-8"T/WALL = + 15'-2 3/8"ALLOWABLE SOIL BEARING PRESSURE (PSF)CONCRETE COMPRESSIVE STRENGTH (PSI)REINFORCEMENT YIELD STRENGTH (GRADE 60) (KSI)4000300060FOOTING MARKFOOTING SIZE LEGTH X WIDTH X DEPTHREINFORCINGBOTTOMSHORTTOPLONG SHORT LONGSPREAD FOOTING SCHEDULEF66'-0" X 6'-0" X 12" (6) #5(6) #5 N/A N/AF7 7'-0" X 7'-0" X 12" (8) #5 (8) #5 N/A N/AF8 (8) #6 (8) #6 N/A N/A8'-0" X 8'-0" X 16"FOUNDATION SYMBOLS KEY: INDICATES LOCATION OF CONTRACTION JOINTS. SEE TYPICAL SLAB DETAIL.INDICATES FOUNDATION WALL STRIP FOOTINGINDICATES SPREAD FOOTING & CONCRETE PIER.INDICATES TYP CONC FND WALLINDICATES TYP SHELF IN CONCRETE FOUNDATION WALLPXFX(XXX'-XX")(XXX'-X")INDICATES PIER TYPE.INDICATES TOP OF PIER ELEVATION.INDICATES SPREAD FOOTING TYPE.INDICATES TOP OF SPREAD FOOTING ELELVATION.[+/-0'-0"]INDICATES TOP/FTG ELEVATION FROM DATUM.[-3'-0"][-4'-0"]TOP/FTG ELEVATOIN (HIGH SIDE)TOP/FTG ELEVATION (LOW SIDE)INDICATES ELEVATION ELEVATIONSCCJINDICATES GRADE ELEVATIONXXXX.XX'GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. FOUNDATION NOTES1. DATUM ELEVATION (347'.50') EQUALS TOP OF BASEMENT SLAB.2. ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.3. TOP OF FOOTING ELEVATION = [+0'-0"] TYPICAL UNLESS NOTED OTHERWISE AS [-X'-XX"]4. TOP OF PIER ELEVATION = (+10'-4") TYPICAL UNLESS NOTED OTHERWISE AS (+X")5. PIERS NOTED ON PLANS AT P_X. SEE S501 FOR PIER PLAN DETIALS.6. SEE S300 FOR TYPICAL SLAB DETAILS.7. SEE S500 FOR COLUMN SCHEDULE.8. SEE S001 FOR POUR STOP SCHEDULE.9. PROVIDE (2) #6 x 8'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS10. FOR FLOOR OPENINGS FRAME -SEE S50011. SEE COLUMN SCHEDULE FOR BASEPLATE INFORMATION.12. SEE S300 FOR TYPICAL PERIMETER FOUNDATION DRAIN DETAIL.13. COORDINATE ALL FINAL PIT DIMENSIONS WITH APPROVED ELEVATOR SHOP DRAWINGS.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:15:53 AMS100FOUNDATIONPLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2FOUNDATION PLANDEMO EXISTING FOUNDATIONS AS REQUIRED FOR NEW STRUCTURE. SEE DEMOLITION PLANS.REVISION SCHEDULENAME DATEADD-1 3/2/2020 A4S501221A1A334466BCDEFHKLNO3.53.5554.74.75.45.45.95.95.85.877AGJ3.93.94 1/2" SLAB ON DECK W/ 2" 20 GA. GALV COMPOSITE STEEL DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 358.44'25' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"13' - 2 1/4"101' - 5 1/4"1' - 3"5' - 7 3/8"7' - 6 3/8"5' - 3 1/8"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"6 1/4"8' - 5"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"CONC1' - 2"CONC1' - 2"CONC1' - 2"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGAEXGBEXGB2A2AM116' - 4"2 1/4"10' - 6"FORM SYSTEM1' - 2" REDICOR2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONC6.56.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.91.9M.9C2S3018"8"8"8"A9S501A9S501SimA9S501SimA9S501SimS109G10D.9OFFSET2" COLOFFSET2" COLC3S300B1S302B1S302OFFSET3" BEAMOFFSET3" BEAMC8S504E4S504EOS10 3/8"6 3/8"EOS4"EOS8"3/8"S505G88' - 9"102' - 1 3/4"73.13°6' - 4 1/2"F2S300A9S302E10S302TYP AT EXTERIOR PIER AT NORTH AND WEST SIDETYP @ OPENINGA9S3026" REINFORCED SLAB ON GRADE . W/6x6-W4xW4 WWRT/SLAB = 358'-6"8" SLAB ON GRADE REINFORCEDW/ #4 @ 12" O.C. EW T/SLAB = 363.36'HSS8 5/8"x5/8" CONCRETE FILLED FIRETROL COLUMNT/BRKSHLF = +10'-4"11"3' - 10 3/8"COORD W/ ARCH6' - 5" ±5" SLAB ON GRADE REINFORCEDW/ 6x6-W4xW4 WWRT/SLAB = 358'-6"HSS8 5/8"x5/8" CONCRETE FILLED FIRETROL COLUMNT/BRKSHLF = +10'-4"11"5 1/2"COORD W/ ARCH6' - 2 1/4" ±ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.ELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12x4x1/4"E7S501ELEV MFRCOORD W/COORD W/ MFR6' - 3 3/4" ±ELEV MFRCOORD W/HSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETS109A4PLACE SLAB ON GRADE 6" OVER FND WALLA3S3013' - 7 1/2"16' - 4"17' - 7 1/2"W14x BEARING PILE114kW12X193k28kW14X22 (12)26k36kW16X31 (14)40k6kW14X226k5kW14X225k440kPLATE GIRDER PG40 (20)56k8kW16X268k16kW16X26 (10)16k8kW14X228k7kW12X197k14kW12X1920k 5kW12X195k681kPLATE GIRDER PG40 (20)115k31kW16X26 (16)34k51kW16X26 (16)21k17kW16X3116k15kW14X22 (12)15k31kW16X31 (20)26k6kW12X196k10kW14X2210k662kPLATE GIRDER PG40 (20)99k7kW16X3129k33kW16X3624k12kW14X2212k580kPLATE GIRDER PG40 (20)7k24kW14X2632k29kW14X3021k13kW14X2212k13kW14X2213k15kW14X2215k4kW14X224k5kW14X225k15kW14X22 (10)17k13kW12X1910k11kW12X1911k6kW14X226k17kW16X26 (8)17k 12kW14X22 (10)11k11kW12X1911k10kW12X1911k12kW12X1912k13kW14X2213k11kW14X2211k16kW14X22 (12)16k11kW14X22 (12)17k11kW12X1911k11kW12X1911k16kW14X22 (12)16k6kW12X196k11kW14X2211k11kW14X2211k20kW14X22 (12)20k8kW12X198k6kW12X196k5kW12X195k5kW12X195k12kW12X1912k7kW14X227k13kW14X2213k13kW14X2212k15kW14X2215k14kW12X1914k8kW12X198k12kW12X1912k13kW14X2213k12kW14X2212k15kW14X2215k14kW14X224k5kW12X195k17kW14X22 (12)17k14kW14X22 (12)14k16kW14X22 (12)16k16kW14X22 (12)16k10kW12X1910k11kW12X1911k11kW12X1911k11kW12X1911k26kW16X31 (20)31kW14X224kW12X194k3kW12X193k9kW14X229k13kW14X2211kGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTION1. DATUM ELEVATION (358.50") EQUALS TOP OF FIRST FLOOR SLAB ELEVATION.2. ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.3. TOP OF STEEL ELEVATION = (-4 1/2") TYPICAL UNLESS NOTED OTHERWISE AS (-X'-X")4. Px INDICATES PIER TYPE. SEE S301 FOR PIER PLAN DETAILS.5. SEE S300 FOR TYPICAL SLAB DETAILS.6. SEE S500 FOR COLUMN SCHEDULE.7. SEE S001 FOR POUR STOP SCHEDULE. 8. SEE COLUMN SCHEDULE FOR BASEPLATE INFORMATION.9. PROVIDE (2) #4 x4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS10. SEE S505 FOR PLATE GIRDER PROFILES.FOUNDATION AND FRAMING NOTES1DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:15:56 AMS101FIRST FLOORFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2FIRST FLOOR FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/2020FIRETROL COLUMN LOCATIONS:1ST FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• L/2 -10X10 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL• H/1A -12 3/4" DIA. FIRETROL SHELL. EXTEND TO THIRD FLOOR.• H/1A -12 3/4" DIA. FIRETROL SHELL. EXTEND TO THIRD FLOOR.2ND FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• M/2 -8X8 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL3RD FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL4TH FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL1 G7S501A4S501221A3466BBCCDDEEFFHHKKLLNNOO3.53.5554.75.45.95.95.85.877AAGGJ3.93.94 1/2" NORMAL WEIGHT SLAB ON DECKW/ 2" 20 GA. GALV COMPOSITE STEEL DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 372'-6"101' - 5 1/4"1' - 3"13' - 1 3/4"5' - 3 1/8"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"22' - 4 1/8"19' - 6 7/8"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGBEXGC2AMMG5S501116' - 4"2 1/4"10' - 6"2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONCCANT.CANT6.56.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.91.9M.9M.92"2"OFFSET1 1/2" BEAMOFFSET1/2" BEAMOFFSET1 1/2" BEAMOFFSET1" BEAMOFFSET1/2" BEAMC7S501S109E9D.9D.9C8S504E4S5047' - 10 3/8"65' - 9 3/8"EOS10 1/4"EOS1' - 6"EOS7 5/8"EOS5 1/8"EXISTING SLAB EDGE11' - 2 1/2"3' - 4"EOS2 1/2"EOS2 1/2"EOS3"EOS1' - 2 1/8"OFFSET1 1/2" BEAMOFFSET1 1/2" BEAMOFFSET1 1/2" BEAMOFFSET1 1/2" BEAMOFFSET1 1/2" BEAMS505D6S505A64' - 1"4' - 1"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"4' - 4 1/4"4' - 4 1/4"4' - 4 1/4"4' - 4 1/4"4' - 4 1/4"4' - 4 1/4"4' - 1"4' - 1"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"4' - 4 1/4"4' - 4 1/4"4' - 4 1/4"4' - 3"4' - 3"4' - 3"4' - 3"4' - 3"4' - 3"4' - 3"4' - 3"4' - 3"4' - 3"4' - 4 1/4"4' - 4 1/4"4' - 4 1/4"3' - 11 5/8"4' - 3 7/8"4' - 3 7/8"4' - 3 7/8"4' - 3 7/8"370 K-FT370 K-FT25' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"13' - 2 1/4"101' - 5 1/4"1' - 3"5' - 7 3/8"7' - 6 3/8"5' - 3 1/8"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"6 1/4"8' - 5"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"102' - 1 3/4"73.13°6' - 4 1/2"ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.CHEVRON BRACE 2A7S501W/ 5/16" CONTINUOUS BENTPLATEC O O R D W / A R C H14' - 0 " O P E N I N G PROVIDE MC6x18 CHANNELS AT JAMBS FOR COILING DOOR SUPPORTTYPCHEVRON BRACE H2S501D10S501G10S501TYPICALBETWEENHUNG LINTELSD10S501HUNG LINTEL10' - 4"HUNG LINTEL10' - 4"10' - 4"HUNG LINTELHUNG LINTELD10S501HUNG LINTEL10' - 4"D10S5019' - 8"FORM SYSTEM1' - 2" REDICORELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12x4x1/4"ELEV MFRCOORD W/COORD W/ MFR5' - 11" ±ELEV MFRCOORD W/HSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETE7S5015 1/4"3' - 7 1/2"16' - 4"17' - 7 1/2"11 3/4"2' - 11 7/8"1' - 10 3/8"4' - 10"6' - 5 7/8"1' - 0 1/8"9' - 8"1"1' - 2"5' - 7 3/8"7' - 6 3/8"3' - 8 3/8"1' - 6 3/4"15' - 0 7/8"1' - 4 3/8"13' - 2 5/8"4' - 3 3/8"4' - 11 1/8"4' - 10 5/8"8' - 2 1/4"1' - 0 1/4"6 1/4"8' - 5"8' - 0 1/2"2' - 11 3/8"4' - 9 3/8"4' - 3 1/8"1' - 1 1/4"115kW16X26 (14)15k11kW14X2210k49kPLATE GIRDER PG55B (20)309k101kW18X40 (28)94k19kW18X35 (8)19k1kW12X191k245kW30X9041k229kW14X7474k124kW24X68 (30)159k122kW24X68 (22)156k12kW14X2613k16kPLATE GIRDER PG55A (20)5k4kW12X194k114kW21X44 (18)193k90kW21X48 (14)90k5kW14X225k16kW14X2227k 4kW14X224k46kW18X40 (20)139k67kPLATE GIRDER PG55A (20)506k76kW18X40 (34)30k95kW27X8443k7kW16X26 (10)19k 59kW24X55 (26)133k 58kPLATE GIRDER PG55A (20)22k43kW24X76 (10)43k 25kW16X31 (10)25k56kPLATE GIRDER PG55A (20)263k96kW21X44 (26)87k121kW21X50 (32)110k11kW14X2211k76kW18X35 (24)98k61kW16X31 (18)78k105kW14X4341k82kW24X5566k73kW24X5573k63kW14X222k97kW24X62 (8)82k 22kW14X26 (6)22k30kW16X36 (8)40k17kW14X2217k235kW27X11455k7kW12X197k13kW14X22 (12)13k12kW14X22 (12)15k12kW14X22 (12)15k8kW12X198k8kW12X198k9kW14X229k4kW12X194k11kW14X22 (12)9k13kW12X22 (12)15k4kW14X224k76kW18X35 (18)56k68kW21X44 (10)77k5kW14X225k0kW14X220k0kW12X190k3kW12X193k3kW12X193k2kW12X192k8kW12X198k8kW12X198k6kW12X196k456kPLATE GIRDER PG55B (20)35k7kW12X197k4kW12X194k23kW12X1923k37kW14X22 (12)33k98kW21X48 (34)43k63kW16X31 (12)55k8kW12X198k6kW12X196k6kW14X226k59kW16X31 (28)76k6kW12X196k10kW12X1910k7kW12X197k84kW21X44 (20)94k7kW12X197k35kW16X678k11kW18X359k3kW12X193k3kW12X193k3kW12X193k 2kW12X192k86kW21X44 (20)95k61kW16X31 (14)77k18kW12X1932k3kW12X193k3kW12X193k2kW12X192k7kW12X197k6kW12X196k10kW14X22 (12)10k9kW14X229k11kW14X2211k10kW14X2210k8kW12X198k7kW12X197k7kW12X197k5kW12X195k14kW12X22 (12)16k98kW24X76 (22)127k93kW24X55 (18)109k3kW12X193k12kW14X22 (12)15k3kW12X193k12kW14X22 (12)15k3kW12X193k11kW14X22 (12)9k2kW12X192k6kW12X196k2kW12X192k2kW12X192k8kW12X198k8kW12X198k3kW12X193k3kW12X193k7kW12X197k86kW24X6817k10kW12X1910k8kW12X198k13kW14X22 (12)13k4kW12X194k7kW12X197k6kW14X22 (12)6k3kW12X193k7kW12X197k4kW12X194k35kW14X748k?W 1 4 X 2 2 ?L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4?L4X4X1/4??L4X4X1/4??L4X4X1/4?L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/43kW12X193k8kW12X198kL4x4x1/4"L4X4X1/4L4X4X1/4GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:15:59 AMS102SECONDFLOORFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2SECOND FLOOR FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/2020FIRETROL COLUMN LOCATIONS:1ST FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• L/2 -10X10 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL• H/1A -12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOR. • H/1A -12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOD.2ND FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• M/2 -8X8 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL3RD FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL4TH FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL1DATUM ELEVATION IS AT FINISHED FIRST FLOOR ELEVATION (372.5')2TOP OF STEEL EQUALS (-4 1/2") TYPICAL UNLESS NOTED OTHERWISE.3ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5FOR TYPICAL FLOOR OPENING FRAME -SEE DETAIL B6/S5026SEE S500 FOR COLUMN SCHEDULE.7SEE S001 FOR POURSTOP SCHEDULE.8PROVIDE (2) #4 x 4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.9FOR LOOSE LINTEL SCHEDULE SEE B9/S50210SEE F9/S502 FOR BEAM STIFFENER DETAIL WHERE BEAM FRAME OVER AND/OR UNDER COLUMN.11SEE SHEARWALL ELEVATIONS FOR LINTELS AT OPENINGS.12SEE S505 FOR PLATE GIRDER PROFILE.2ND FLOOR FRAMING NOTES11 A4S501221A1A334466BCDEFHKKLNO3.53.5554.74.75.45.45.95.95.85.877AGGJ3.93.94 1/2" NORMAL WEIGHT CONCRETESLAB ON DECK W/ 2" 20 GA. GALV COMPOSITE STEEL DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.T/DECK = 101' - 5 1/4"1' - 3"18' - 4 3/4"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGAEXGBEXGB2A2AM#6@12" O.C. NEGATIVE REINFORCING BAR LOCATE CENTERED OVER INTERIOR BEARING WALLS WHERE SHOWN.116' - 4"2 1/4"10' - 6"2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONC(CANT.)(CANT.)6.56.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.91.9TYPICAL FLOOR SLAB3 1/2" NORMAL WEIGHT CONCRETESLAB ON DECK W/ 1" 22 GA. GALVANIZED STEEL FORM DECK.W/ 6x6xW2.9xW2.9 WWR.T/SLAB = 383'-6"M.9VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/44 7 /8 " 1 7 /8 "S109G6D.9EOS5 1/8"JOINT1" EXPANSIONEXISTING SLAB EDGEEOS2 1/2"EOS2 1/2"EOS3"(CANT.)(CANT.)(C A N T .)25' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"13' - 2 1/4"102' - 1 3/4"73.13°6' - 4 1/2"16.87°ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.F2S501A2S501TYPD2S50112.75"Ø FIRETROL12.75"Ø FIRETROLFORM SYSTEM1' - 2" REDICORELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12x4x1/4"ELEV MFRCOORD W/COORD W/MFR5' - 10" ±ELEV MFRCOORD W/HSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETE7S501(-4'-0")0".COLUMN ABOVECOLUMN ABOVECOLUMN ABOVECOLUMN ABOVECOLUMN ABOVECOLUMN ABOVECOLUMN ABOVE3 " E O S EOS7 5/8"7' - 10 3/8"EOS4 3/4"EOS3"EOS2' - 0 1/4"EOS4 7/8"EOS3"1' - 11"1' - 11"EOS3"2' - 0"1' - 10"2' - 1"EOS4 7/8"EOS4 7/8"EOS3"3' - 4"7"6 5/8" EOSL4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4F4S5023' - 7 1/2"16' - 4"17' - 7 1/2"FLAT STRAP BRACING15' - 7 5/8" CFMF SHEARWALL W/ STEELFLAT STRAP BRACING8' - 0 7/8" CFMF SHEARWALL W/ STEEL11CORRIDOR SLAB (SHOWN HATCHED)3 1/2" SLAB ON DECK W/ 1 1/2" 22 GA. GALV STEEL COMPOSIT DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 383'-6"1D4S502F4S502D6S50211182kW21X4866k30kW21X448k7kW14X227k10kW14X2210k9kW14X229k136kW18X8649k143kW27X10232k5 0 kW12X19 4 k53k W 2 4 X 5 5 4 0 k71kW21X83112k 5 1 k W 2 1 X 1 3 2 1 3 0 k104k W33X130103k81kW24X5575k62kW24X5558k3kW14X223k14kW16X2613k4kW14X263k35kW14X2214k6kW12X196k12kW16X2612k6 8 k W 3 3 X 1 4 1 9 0 k3kW14X22 3 k11k W 1 4 X 2 2 7 k 6kW12X196k7kW12X197k7kW12X197k7kW12X197k8kW14X228k9kW14X229k4kW12X194k4kW12X194k3kW12X193k10kW14X2210k23kW16X3620k4kW6X253k8kW12X229k8kW12X198k12kW12X198k68kW16X4041k?W10X12?W10X121kW12X191kW10X1280kW16X5064k2kW6X252k?W10X12?3kW6X2512k3kW6X253k15kW12X2215k30kW18X4032k28kW14X2228k2 kW14X22 2 k L6X4X3/8L6X4X3/8L6X4X3/8L6X4X3/8W 1 4 x 2 6 62kW18X4062kGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:02 AMS1033RD FLOORFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2THIRD FLOOR FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/2020FIRETROL COLUMN LOCATIONS:1ST FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• L/2 -10X10 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL• H/1A -12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOR. • H/1A -12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOD.2ND FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• M/2 -8X8 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL3RD FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL4TH FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL1DATUM ELEVATION IS AT FINISHED FIRST FLOOR ELEVATION (383.5')2TOP OF STEEL EQUALS (-4 1/2") TYPICAL UNLESS NOTED OTHERWISE.3ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5FOR TYPICAL FLOOR OPENING FRAME -SEE DETAIL B6/S5026SEE S500 FOR COLUMN SCHEDULE.7SEE S001 FOR POURSTOP SCHEDULE.8PROVIDE (2) #4 x 4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.9FOR LOOSE LINTEL SCHEDULE SEE B9/S50210SEE F9/S502 FOR BEAM STIFFENER DETAIL WHERE BEAM FRAME OVER AND/OR UNDER COLUMN.11SEE SHEARWALL ELEVATIONS FOR LINTELS AT OPENINGS.3RD FLOOR FRAMING NOTES1 E10S503221A1A334466BCDEFHKLLNO3.5554.74.75.45.45.95.95.85.877AGJ3.93.9TYPICAL FLOOR SLAB3 1/2" SLAB ON DECK W/ 1" 22 GA. GALV STEEL DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 394'-6"101' - 5 1/4"1' - 3"18' - 4 3/4"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGBEXGBEXGCEXGC2A2AMM1116' - 4"2 1/4"10' - 6"2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONC6.56.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.91.9M.920' - 9 1/8"1 1/2" 20 GALV. STEEL ROOF DECK. BOT/DECK = 427.50'VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4VULCRAFT E12 JOISTVULCRAFT E12 JOISTBEAM FRAMES OVER COLUMNS109G6D.9EOS5 1/8"JOINT1" EXPANSIONEXISTING SLAB EDGE5/8"EOS2 1/2"EOS2 1/2"EOS3"3' - 6 3/4"3' - 6 3/4"3' - 6 3/4"3' - 6 3/4"3' - 6 3/4"25' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"13' - 2 1/4"101' - 5 1/4"1' - 3"5' - 7 3/8"7' - 6 3/8"5' - 3 1/8"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"6 1/4"8' - 5"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"102' - 1 3/4"73.13°6' - 4 1/2"16.87°ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.F2S501A2S501TYPD2S5016x6 FIRETROL6x6 FIRETROL6x6 FIRETROLFORM SYSTEM1' - 2" REDICORELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12X4X1/4"ELEV MFRCOORD W/COORD W/MFR6' - 2" ±ELEV MFRCOORD W/HSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETE7S501S110F105/16" BENT PLATE RELIEF ANGLE. CONTINUOUS ALONG WEST FACE.3" EOS6 5/8" EOS3 " E O S EOS7 5/8"L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4F4S5023' - 7 1/2"16' - 4"17' - 7 1/2"FLAT STRAP BRACING15' - 7 5/8" CFMF SHEARWALL W/ STEELFLAT STRAP BRACING8' - 0 7/8" CFMF SHEARWALL W/ STEEL1111CORRIDOR SLAB (SHOWN HATCHED)3 1/2" SLAB ON DECK W/ 1 1/2" 22 GA. GALV STEEL COMPOSIT DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 394'-6"1D4S502F4S502D6S5021114kW6X252k32kW18X5531k8kW12X229k23kW14X2225k6kW12X196k6 k W 1 4 X 2 2 6 k 6 k W 1 4 X 2 2 6 k 4 k W 1 4 X 2 2 6 k 4 k W 1 4 X 2 2 6 k 1 5 k W 1 8 X 4 0 1 3 k 2kW14X222k3kW14X223k4kW14X223k10kW12X1913k2kW6X252k3kW6X2512k3kW6X253k15kW12X2215k4kW12X194k4kW12X194k3kW12X193k3kW14X223k2kW12X192k4kW12X194k8kW12X198k12kW12X198kW 1 2 X 1 9 W 1 2 X 1 9 2kW14X222k?W8X18??W14X22??W14X22??W6X12??W14X22??W6X12??C6X10.5??W16X26??W8X18??W12X19?GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:04 AMS1044TH FLOORFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2FOURTH FLOOR FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/2020FIRETROL COLUMN LOCATIONS:1ST FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• L/2 -10X10 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL• H/1A -12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOR. • H/1A -12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOD.2ND FLOOR• F/2 -10X10 FIRETROL SHELL• H/2 -10X10 FIRETROL SHELL• K/2 -10X10 FIRETROL SHELL• M/2 -8X8 FIRETROL SHELL• 0/2 -10X10 FIRETROL SHELL3RD FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL4TH FLOOR• D/1A -6X6 FIRETROL SHELL• M.9/1A -6X6 FIRETROL SHELL• M.9/2 -6X6 FIRETROL SHELL• 0/2 -6X6 FIRETROL SHELL1DATUM ELEVATION IS AT FINISHED FIRST FLOOR ELEVATION (394.5')2TOP OF STEEL EQUALS (-4 1/2") TYPICAL UNLESS NOTED OTHERWISE.3ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5FOR TYPICAL FLOOR OPENING FRAME -SEE DETAIL B6/S5026SEE S500 FOR COLUMN SCHEDULE.7SEE S001 FOR POURSTOP SCHEDULE.8PROVIDE (2) #4 x 4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.9FOR LOOSE LINTEL SCHEDULE SEE B9/S50210SEE F9/S502 FOR BEAM STIFFENER DETAIL WHERE BEAM FRAME OVER AND/OR UNDER COLUMN.11SEE SHEARWALL ELEVATIONS FOR LINTELS AT OPENINGS.4TH FLOOR FRAMING NOTES1 221A1A346BCDEFHKLLNNOO3.554.74.75.45.45.95.95.87AGJ3.93.9ROOF OVERBUILD AT EXISTING 409 COLLEGE AVE. SEE PARTIAL ROOF FRAMING PLAN S108.101' - 5 1/4"1' - 3"13' - 1 3/4"5' - 3 1/8"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGAEXGBEXGBEXGCEXGC2A2AMM112 1/4"10' - 6"2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONCRDRD6.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.91.93 " E O S M.91 1/2" 20 GALV. STEEL ROOF DECK. BOT/DECK = 427.50'VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOISTVULCRAFT E12 STEEL JOISTL4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/412E12E12E12E12E12E12E8 1/2"7 ' - 0 " 4 ' - 0 " 1 0 ' - 2 7 /8 "WP1WP1WP2WP213' - 0 7/8"S109G6D.95TH FLOOR LANDING: 4" SLAB W/ 2" 20 GA. GALV STEEL DECK. T/SLAB = 405'-6"EOS5 1/8"JOINT1" EXPANSIONEOS6"EOS3"EOS3"1 1/4"4' - 2 7/8"3"EOS2 1/2"EOS3"3' - 0 3/8"8' - 1 5/8"C10S503G10S503COLUMN SHIFTS EAST AT FIFTH FLOOR TO ROOF. BEAR ON FIFTH FLOOR BEAM.0"2' - 6 1/2"L8X4X1/2 LLH. NOTCH END OF ANGLE HORIZONTAL LEGE 2" TO AVOID CORNER OF CURTAIN WALL.5 1/2"3"MITER AND CONNECT INTERSECTING ANGLES AT CORNERL4 1/2x4 1/2x1/2"EOS6 5/8"25' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"13' - 2 1/4"102' - 1 3/4"73.13°6' - 4 1/2"16.87°ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.F2S501A2S501TYPD2S501OFFSET10 1/4" COL6x6FIRETROLOFFSET1' - 5 3/8" COL6x6 FIRETROL6x6 FIRETROL6x6 FIRETROLFORM SYSTEM1' - 2" REDICORELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12x4x1/4"ELEV MFRCOORD W/COORD W/MFR5' - 10" ±ELEV MFRCOORD W/HSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETE7S501S110B104"OFFSET4" COLOFFSET4" COLOFFSET4" COLOFFSET4" COLOFFSET4" COLOFFSET4" COLEOS7 5/8"TYPICAL FLOOR SLAB3 1/2" SLAB ON DECK W/ 1" 22 GA. GALV STEEL DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 405'-6"F4S5023' - 7 1/2"16' - 4"17' - 7 1/2"FLAT STRAP BRACING15' - 7 5/8" CFMF SHEARWALL W/ STEELFLAT STRAP BRACING8' - 0 7/8" CFMF SHEARWALL W/ STEEL112E12E12E1CORRIDOR SLAB (SHOWN HATCHED)3 1/2" SLAB ON DECK W/ 1 1/2" 22 GA. GALV STEEL COMPOSIT DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 405'-6"1D4S502F4S502D6S502111?W14X22??W12X19??W14X22??W6X16??W6X9??W12X14??W6X9??W12X19??W12X19??W12X19?405' - 0 1/2"W14X22404' - 11 1/4"404' - 11 1/4"W8X18404' - 9 1/4"404' - 11 1/4"W8X18404' - 9 1/4"404' - 11 1/4"W6X12405' - 0 1/2"?W14X22?405' - 0 3/4"W8X18404' - 6 3/4"404' - 11 1/4"W12X22404' - 9 1/4"404' - 10 3/4"W8X18404' - 11 1/4"404' - 8 1/4"W8X18404' - 9 3/4"405' - 0 3/4"12K1404' - 6 3/4"39kW14X2222k5kW6X252k35kW18X6525k8kW12X229k3 9 k W 2 4 X 6 2 4 4 k 1 4 k W 1 4 X 2 2 1 5 k 1 7 k W 1 6 X 2 6 2 0 k 2 0 k W 1 4 X 3 4 1 8 k ? W 1 8 X 8 6 3 1 k 8kW12X198k26kW24X5526k16kW14X3016k16kW14X3016k16kW14X3016k16kW14X3016k4kW14X224k1 3 k W 1 8 X 3 5 1 3 k5k W 1 4 X 2 2 5 k7k W 1 4 X 2 2 7 k 5kW14X225k10kW12X1912k2kW6X252k3kW6X2512k3kW6X253k15kW12X2215k?W8X18?2kW6X252k2kW6X252k1kW6X251k1kW6X251k?W6X25?3kW6X253k3kW6X253k3kW6X253k3kW6X253k3kW6X253k8kW12X198k12kW12X198k8 k W 1 2 X 1 9 8 k 1 5 k W 1 2 X 3 0 1 6 k?14K1??14K1??14K1??14K1??14K1??14K1??14K1??14K1??14K3??14K3??14K3??14K3??14K3??14K3??14K3??14K3??14K3??14K1??14K1??14K1??14K1??14K1??14K1??14K1??14K1??14K3??14K3??14K3??14K3??14K3??14K3??14K3??14K3??14K3?404' - 11 1/4"12K1405' - 0 1/2"404' - 11 1/4"12K1405' - 0 1/2"7 k W 1 4 X 2 2 7 k 2kW12X192kGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:07 AMS1055TH FLOORFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2FIFTH FLOOR FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/20201DATUM ELEVATION IS AT FINISHED FIRST FLOOR ELEVATION (405.5')2TOP OF STEEL EQUALS (-4 1/2") TYPICAL UNLESS NOTED OTHERWISE.3ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5FOR TYPICAL FLOOR OPENING FRAME -SEE DETAIL B6/S5026SEE S500 FOR COLUMN SCHEDULE.7SEE S001 FOR POURSTOP SCHEDULE.8PROVIDE (2) #4 x 4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.9FOR LOOSE LINTEL SCHEDULE SEE B9/S50210SEE F9/S502 FOR BEAM STIFFENER DETAIL WHERE BEAM FRAME OVER AND/OR UNDER COLUMN.11SEE SHEARWALL ELEVATIONS FOR LINTELS AT OPENINGS.12BEAM WEB PENETRATIONS CALLED OUT ON PLAN AS WPX. SEE DETAIL H10/S5025TH FLOOR FRAMING NOTES 21A1A346BBCDDEFHHKKLLNO3.5554.74.75.45.45.95.95.85.877AGGJ3.93.9101' - 5 1/4"1' - 3"18' - 4 3/4"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGAEXGBEXGC2A2AMM1WALL (TYP)1' - 2" CONC3' - 7 1/2"16' - 4"2 1/4"10' - 6"2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONCRDRD6 ' - 5 " 3 ' - 4 "6.56.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.9M.91 1/2" 20 GALV. STEEL ROOF DECK. BOT/DECK = 427.50'VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)VULCRAFT E12 STEEL JOIST @ 4'-0" O.C. (MAX)2' - 5"2' - 4"L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/44"L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4S109G6D.9EOS3"11' - 2 1/8"25' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"6' - 8 3/8"6' - 5 7/8"102' - 1 3/4"73.13°6' - 4 1/2"16.87°ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.F2S501A2S501TYPD2S501FORM SYSTEM1' - 2" REDICORELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12x4x1/4"ELEV MFRCOORD W/COORD W/ MFR5' - 10" ±ELEV MFRCOORD W/HSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETE7S501S110F63" EOS3" EOS3" EOSJOINT1" EXPANSION6" EOS2 1/2" EOS3" EOSEOS5 1/8"3"4' - 2 7/8"1 1/4"TYPICAL FLOOR SLAB3 1/2" SLAB ON DECK W/ 1" 22 GA. GALV STEEL DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 416'-6"F4S50217' - 7 1/2"FLAT STRAP BRACING15' - 7 5/8" CFMF SHEARWALL W/ STEELFLAT STRAP BRACING8' - 0 7/8" CFMF SHEARWALL W/ STEELWALL AT FLRS 5 AND 6 SHIFT 3" EASTWALL AT FLRS 5 AND 6 SHIFT 3" EASTCORRIDOR SLAB (SHOWN HATCHED)3 1/2" SLAB ON DECK W/ 1 1/2" 22 GA. GALV STEEL COMPOSIT DECK. REINF. W/ 6x6xW2.9xW2.9 WWR.BOT/DECK = 416'-6"11D4S502F4S502D6S5021118kW12X198k12kW12X198k11kW12X199k5kW6X252k9kW12X1912k87kW14X8226k8kW12X229k416' - 2"W8X18416' - 6"17kW12X1916k2kW6X252k?W14X22??W14X22??W16X26??W16X26?15kW12X2215k3kW6X2512k3kW6X253k2kW12X192k2kW12X192k2kW12X192k1kW12X191k1kW12X191kW12X195k W 1 2X 2 25kGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:10 AMS1066TH FLOORFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"B2SIXTH FLOOR FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/20201DATUM ELEVATION IS AT FINISHED FIRST FLOOR ELEVATION (416.5')2TOP OF STEEL EQUALS (-4 1/2") TYPICAL UNLESS NOTED OTHERWISE.3ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5FOR TYPICAL FLOOR OPENING FRAME -SEE DETAIL B6/S5026SEE S500 FOR COLUMN SCHEDULE.7SEE S001 FOR POURSTOP SCHEDULE.8PROVIDE (2) #4 x 4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.9FOR LOOSE LINTEL SCHEDULE SEE B9/S50210SEE F9/S502 FOR BEAM STIFFENER DETAIL WHERE BEAM FRAME OVER AND/OR UNDER COLUMN.11SEE SHEARWALL ELEVATIONS FOR LINTELS AT OPENINGS.6TH FLOOR FRAMING NOTES 21A346BCDDEFHKKLLOO3.554.75.45.95.87AGGJ3.9EXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXGBEXGC2AMM6' - 4 1/2"116.87°16' - 4"2 1/4"10' - 6"2' - 9 3/8"8 1/2"WALL (TYP)1' - 2" CONC6 ' - 5 " 3 ' - 4 "6.5S400A10S400A7S400A5S400A2S401A10S401A6S401A3S401A11.91 1/2" 20 GALV. STEEL ROOF DECK. BOT/DECK = 427.50'4' - 0"4' - 0"FLAT STRAP BRACING15' - 7 5/8" CFMF SHEARWALL W/ STEELFLAT STRAP BRACING8' - 0 7/8" CFMF SHEARWALL W/ STEEL4"FLAT STRAP BRACING15' - 9 3/8" CFMF SHEARWALL W/ STEELM.9M.910K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)1 1/2" 20 GA. GALV. STEEL ROOF DECK, TOP/DECK = 427.50'10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)10K1 STEEL JOIST @ 4'-0" O.C. (MAX)12K312K3FLAT STRAP BRACING15' - 9 3/8" CFMF SHEARWALL W/ STEEL12K312K3S109G2D.9S109E625' - 11 1/2"2' - 9"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"13' - 2 1/4"101' - 5 1/4"5' - 7 3/8"7' - 6 3/8"5' - 3 1/8"15' - 0 7/8"5' - 7 1/4"8' - 11 3/4"9' - 2 1/2"4' - 10 5/8"9' - 2 1/2"6 1/4"8' - 5"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"102' - 1 3/4"73.13°ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO.FOR STAIR HIGH ROOFWALL1' - 2" CONCELEV MFRCOORD WITH ELEV MFRCOORD W/A10S301ELEVELEVE7S301E7S301HSS12x4x1/4"E7S501S110B63" EOD3" EOD2 1/2" EOD2 1/2" EOD3" EOD3" EOD3" EODEOD5 1/8"JOINT1" EXPANSION6" EODHSS6x4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKETCOORD W/ ELEV MFR18' - 4"17' - 7 1/2"8' - 4 1/4"3' - 7 1/2"16' - 4"17' - 7 1/2"WALL AT FLRS 5 AND 6 SHIFT 3" EASTWALL AT FLRS 5 AND 6 SHIFT 3" EAST11116kW12X195k2kW6X251k4kW12X196k63kW12X309k4kW12X224k6kW12X226k2kW6X252k?W12X19??W12X19?W 1 2 X 2 22kW12X192k5kW12X195k2kW12X192k5kW12X195k1kW12X191k1kW12X191k ?W12X26??W12X26??W12X26??W12X26?5kW6X252k8kW12X198k1kW6X251k2kW12X192k2kW12X192k1kW12X191k1kW12X191k1kW12X191k1kW12X191k1kW12X191k1kW12X191k1kW12X191kGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:12 AMS107ROOFFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/16" = 1'-0"A5ROOF FRAMING PLANREVISION SCHEDULENAME DATEADD-1 3/2/20201DATUM ELEVATION IS AT TOP OF STEEL ROOF DECK. ELEVATION (+427'-6")2TOP OF STEEL EQUALS (-1 1/2") TYPICAL UNLESS NOTED OTHERWISE.3ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5SEE S500 FOR COLUMN SCHEDULE.6PROVIDE (2) #6 x 8'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.7FOR LOOSE LINTEL SCHEDULE SEE S5008FOR TYPICAL ROOF OPENING FRAME -SEE DETAIL B6/S502ROOF FRAMING NOTES 46BCDE54.75.45.95.87A3.9EXGAEXGB17' - 3 1/2"8' - 2 1/4"9' - 1 1/4"11 3/4"2' - 11 7/8"1' - 10 3/8"11' - 3 7/8"1' - 0 1/8"EVC-1WT. = 17.6 KIPSERV-1WT. = 5 KIPS6" CFMF BEARING WALLS BELOW6" CFMF BEARING WALLS BELOW6" CFMF BEARING WALLS BELOW51' - 9"6" CFMF BEARING WALLS BELOWCOORD W/ MEP17' - 3 1/2"4' - 3 3/4" ±COORD W/ MEP8' - 11 1/4"10' - 11 7/8"4' - 9 3/8"5' - 4 3/8"30' - 1"6.5D.9(+2'-0")(+2'-0")(+2'-0")(+2'-0")(+2'-0")(+2'-0")D11S502D11S502COORD W/ MEP2' - 3 1/8" ±D11S502D11S5022kW12X192k5kW12X195k2kW12X192k5kW12X195k1kW12X191k1kW12X191k2kW12X192k2kW12X192k1kW12X191k1kW12X191k65.95.87AAEXG 1EXG 2EXG 3EXG 4EXG 5EXG 6EXG 7EXGAEXGBEXGCEXGDDEMO EXISTING COLUMNS AND BEAMS AT ELEVATOR.NEW STRUCTURE AT 411-415 COLLEGE AVE.HSS3.5x.313" ROUND STUB COLUMNS OVER EXISTING COLUMNS (12 LOC'NS).11 3/4"4' - 10 3/8"11' - 3 7/8"1' - 0 1/8"9' - 8" +/- VIF16' - 4" +/- VIF26' - 0" +/- VIF101' - 6"18' - 0"18' - 0"17' - 6"18' - 0"18' - 0"12' - 0"6.5S401A1M.9D.9EXG W6x16 EXG W6x9 EXG W6x9 EXG W6x9 EXG 12x14EXG 14K3EXG 14K3EXG 14K3EXG 14K3EXG 14K3EXG 14K3EXG 14K3EXG 14K314K314K314K314K314K314K314K314K314K3EXG W12x19 EXG W12x19 EXG W12x19 EXG W14x22 EXG 12x19 EXG W12x22 EXG W12x22 EXG W12x22 EXG W12x22 EXG 12x22 EXG W6x9EXG W8X18EXG 12K1EXG W12x22EXG W6x9EXG W8x18EXG W6x914K314K314K3EXG 14K314K3EXG 14K314K3EXG 14K314K3EXG 14K314K3EXG 14K314K3EXG 14K314K3EXG 14K3EXG 14K3EXG W14x22SPLICE EACH NEW JOIST AT MIDSPANDEMO EXISTING ROOF DECK AND JOISTS FOR NEW STAIR LANDING.EXG 12K1EXG 12K1EXG W14x22 REDUCE JOIST SEAT DEPTH TO 2" AND WELD SEAT TO EXPOSED TOP FLANGE. TYPICAL EACH END.1GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. 20kW21x50 (14) C=0.75"20kNUMBER OF STUDSBEAM END REACTION. IF NOTSHOWN, DESIGN CONNECTION FOR1/2" THE BEAM ALLOWABLE LOAD(-2 1/2)(-2 1/2)BEAM END T.O.S. ELEVATION. IF NOTSHOWN BEAM IS AT DATUM ELEV.BRACED FRAMEMOMENT CONNECTIONBEAM FRAMES OVER COLUMNLEGENDCONCRETESTEEL EMBED PLATE. PLATE FLUSH W/ CONCRETE1.5EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THEWEIGHT OF WET CONCRETEWHEN PLACING COMPOSITESLAB. IF NOT SHOWN,EXPECTED DEFLECTION IS <1/2".BEAM SIZEBEAM CAMBERN=2NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW.BEAM WEB PENETRATIONWPxPENETRATION TAGINDICATES JOIST OR DECK SPAN DIRECTIONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:14 AMS108PARTIAL ROOFFRAMING PLAN02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"E1RTU ROOF TOP SUPPORT FRAMING PLAN3/16" = 1'-0"A7EXG ROOF REINFORCING FRAMING PLAN 409 COLLEGE AVE.FRAMING PLAN NOTES1. DATUM ELEVATION IS AT TOP OF STEEL ROOF DECK. ELEVATION (+427'-6")2. TOP OF STEEL EQUALS (-1 1/2") TYPICAL UNLESS NOTED OTHERWISE.3. ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV.4. TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5. SEE S500 FOR COLUMN SCHEDULE.6. COORDINATE FINAL UNIT LOCATIONS, AND WEIGHTS WITH MEP CONTRACTOR.REVISION SCHEDULENAME DATEADD-1 3/2/2020 23DE3.51.910K1 @ 4'-0" O.C.E3S109TYP 4 SIDET/WALL= +437'-0"1 1/2" 20 G.A. GALV STEEL ROOF DECK. BOT/DECK = 438.5'WALL (TYP)1' - 2" CONCBEAM BEARING POCKETS11"3"11 3/4"2 1/4"4 3/4"2 1/4"8' - 11 1/4"1' - 6 3/4"D.9234DE3.53.91.9D.94" SLAB ON 2" 20 GA. GALV. COMP. STEEL DECK. REINFORCEW/6x6 -W2.9xW2.9 WWR2ND FLR LANDING T/SLAB = 365'-6"4" SLAB ON 2" 20 GA. GALV. COMP. STEEL DECK. REINFORCE W/6x6 -W2.9xW2.9 WWR2ND FLR T/SLAB = 372'-6"1S502L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"W8x18C12x20.7C12x20.7C12x20.7C12x20.7C12x20.7C12x20.7W8x18L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7STEEL EMBED PLATE (TYPICAL)11' - 1 1/2"3' - 6"W8x18STEEL EMBED PLATE (TYPICAL)C12x20.7C12x20.7C12x20.74 3/4"11"3"2 1/4"11 3/4"23DE3.51.9D.91S502L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"W8x18C12x20.7C12x20.7C12x20.7C12x20.7C12x20.7C12x20.7W8x18L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7C12x20.7STEEL EMBED PLATE (TYPICAL)4" SLAB ON 2" 20 GA. GALV. COMP. STEEL DECK. REINFORCEW/6x6 -W2.9xW2.9 WWR6TH FLR LANDING T/SLAB = 411'-3 1/2"5TH FLR LANDING T/SLAB = 400'-3 1/2"4TH FLR LANDING T/SLAB = 389'-3 1/2"3RD FLR LANDING T/SLAB = 378'-3 1/2"4" SLAB ON 2" 20 GA. GALV. COMP. STEEL DECK. REINFORCE W/6x6 -W2.9xW2.9 WWR6TH FLR T/SLAB = 416.5'5TH FLR T/SLAB = 405.5'4TH FLR T/SLAB = 394.5'3RD FLR T/SLAB = 383.5'4 3/4"11"3"2 1/4"11 3/4"23DE3.51.9D.99' - 1 1/2"3' - 6"FIRST FLOOR LANDING T/SLAB = 353'-3 1/2"4 3/4"11"3"2 1/4"11 3/4"2ND FLOOR T/SLAB = 358'-6"8' - 11 1/4"1S502L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"W8x18C12x20.7C12x20.7C12x20.7C12x20.7C12x20.7C12x20.7W8x18L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7C12x20.7STEEL EMBED PLATE (TYPICAL)23DE3.51.9D.94" SLAB ON 2" 20 GA. GALV. COMP. STEEL DECK. REINFORCE W/ 6x6-W2.9xW2.9 WWR. T/SLAB = 422'-3 1/2"1S502L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"W8x18C12x20.7C12x20.7C12x20.7C12x20.7W8x18L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7STEEL EMBED PLATE (TYPICAL)8' - 5 1/2"4' - 2"C12x20.74" SLAB ON 2" 20 GA. GALV. COMP. STEEL DECK. REINFORCE W/ 6x6-W2.9xW2.9 WWR. T/SLAB = 427'-6"4 3/4"11"3"2 1/4"11 3/4"TYP1S502TYP1 1/2" ROOF DECK SEE PLAN FOR SPAN DIRECTIONPL 1/2"x4" CONTINUOUS W/ 1/2" DIAMETER x 6" LONG SHEAR STUDS ANCHORS AT 2'-0" O.C.SHEARWALL REINFORCING SEE ELEVATIONSSYSTEMREDICOR FORMT/STLSEE PLAN234BCD3.554.75.43.91.9TOP/FIRST FLOOR = 358'-6"TOP/FIRST FLOOR = 358'-6"TOP/SLAB = 363.3'TOP/SLAB = 362.6'TOP/SLAB = 362.6'DOWNDOWNDOWN5' - 1 1/4"7' - 1 1/4"6' - 6"5' - 0 5/8"4' - 2 3/4"5' - 0 5/8"DOWNNO GEOFOAM WITHIN 3' TO END OF RAMP TO ALLOW MONOLITHIC PLACEMENT OF RAMP AND FIRST FLOOR CONCRETE.BOT/RAMP = 358'-6"RAMP:4" SLAB REINFORCED W/ 6x6-W4xW4 WWR. OVER EPS GEOFOAM.PLACE RAMP AND FIRST FLOOR CONCRETE MONOLITHICALLY1 1/2"2' - 7 1/2"8' - 10 1/2"7' - 2 1/2"4' - 10 3/4"8 1/2"12' - 4 3/4"4' - 10 3/4"8' - 2 1/4"1' - 6 3/4"51' - 4 1/4"1' - 6 3/4"5' - 1 1/4"4' - 4"4' - 9 3/8"1 3/8"15' - 9 3/8"DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:02 AMS109NORTH STAIRAND RAMPFRAMINGPLANS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"G2NORTH STAIR - HIGH ROOF FRAMING PLAN1/4" = 1'-0"E9NORTH - SECOND FLOOR FRAMING PLAN1/4" = 1'-0"G6NORTH - THIRD THROUGH SIXTH FLOOR FRAMING PLAN1/4" = 1'-0"G10NORTH STAIR FIRST FLOOR FRAMING PLAN1/4" = 1'-0"E6NORTH STAIR - ROOF FRAMING PLAN1" = 1'-0"E3ROOF EDGE DETAILREVISION SCHEDULENAME DATE3/8" = 1'-0"A4FIRST FLOOR RAMP FRAMING PLAN1DATUM ELEVATION (437.0') EQUALS TOP OF STEEL.2ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.3TOP OF STEEL ELEVATION = (-1 1 /2") TYPICAL UNLESS NOTED OTHERWISE.4ALL EXTERIOR EXPOSED STEEL IS HOT DIPPED GALV. TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV.5FOR ANGLE FRAME AT ROOF PENETRATIONS, SEE B6/S502.6SEE SHEARWALL ELEVATIONS FOR LINTELS AT OPENINGS.STAIR ROOF FRAMING NOTES HK7JEXG 4EXG 5EXGBEXGCEXG W14x22EXG W14x22EXG W16x26EXG W6x12EXG C6x11.5EXG W14x22EXG W6x12EXG W12x14W8x18L4x4x1/4L4x4x1/4C12x20.7C12x20.7C12x20.7C12x20.7W8x18C12x20.7EXISTING LANDINGUPDOWNUP4" SLAB ON 2" 20 GA. GALV COMP STEEL DECK. REINFORCE. W/ 6x6-W2.9xW2.9 WWRT/SLAB = +5'-2"4' - 0"(+4'-10")SHEAR CONNECTION TO EXISTING COLUMN0".HK7JEXG 4EXG 5EXGBEXGCEXG W6x12EXG W16x26EXG W6x26W8X18EXG W6x12L4x4x1/4L4x4x1/4(-4")4' - 4"W8x18L4x4x1/4L4x4x1/4C12x20.7C12x20.7C12x20.7C12x20.7W8x18C12x20.7UPDOWNUP4" SLAB ON 2" 20 GA. GALV COMP STEEL DECK. REINFORCE. W/ 6x6-W2.9xW2.9 WWRT/SLAB = +5'-2"(+4'-10")(+4'-10")(BENT)C12x20.74' - 0"0".(BENT)C12x20.74" SLAB ON 2" 20 GA. GALV COMP STEEL DECK. REINFORCE. W/ 6x6-W2.9xW2.9 WWRT/SLAB = 0"C12x20.7COLUMN SPLICE ON TO EXISTING WIDE FLANGE COLUMNHK7JEXG 4EXG 5EXGBEXGCC12x20.7C12x20.7DOWN4" SLAB ON 2" 20 GA. GALV COMP STEEL DECK. REINFORCE. W/ 6x6-W2.9xW2.9 WWRT/SLAB = 0"W14X22W16X26W16X26W14X22W8X18L4x4x1/4L4x4x1/4C12x20.7SEE 5TH FLOOR STAIR FRAMING PLANH54.75.45.95.8JS401A10S401A6S401A3COORD W/ ELEV MFRELEV MFRCOORD W/W8x18HOISTWAY BEAM(+2'-9")W8x18W8x18HOISTWAY BEAM(+2'-9")WALL (TYP)1'-0" CONCHSS6x4x3/8" ELEVATOR RAIL BRACKET SUPPORTT/WALL = 430'-6"3" 20 GA. GALV STEEL ROOF DECK. B/DECK = +430'-5"ELEV MFRCOORD WITHE3S109A10S301DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:04 AMS110SOUTH STAIRFRAMINGPLANS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULENAME DATE1/4" = 1'-0"F10EXIST 409 STAIR EXPANSION FOURTH FLOOR STAIR FRAMING PLAN1/4" = 1'-0"B10EXISTING 409 STAIR EXPANSION FIFTH FLOOR STAIR FRAMING PLAN1/4" = 1'-0"F6EXISTING 409 STAIR EXPANSION SIXTH FLOOR STAIR FRAMING PLAN1/4" = 1'-0"B6ELEVATOR ROOF FRAMING PLANNOTES;1. DATUM ELEVATION EQUALS (0'-0") @ TOP OF EXISTING SLAB = 394'-6"NOTES;1. DATUM ELEVATION EQUALS (0'-0") @ TOP OF FIFTH FLOOR SLAB = 405'-6"NOTES;1. DATUM ELEVATION EQUALS (0'-0") @ TOP OF SIX FLOOR SLAB = 416'-6" SAW-CUT CONTROL JOINTS WITHIN 4 HOURS OF FINAL FINISHUSING THE EARLY ENTRY DRY CUT SAW METHOD. LOCATE JOINTS AS SHOWN ON PLAN OR AT 12' O.C. IF NOT SHOWN. REINF W/ 6x6-W4xW4 WWF UNO ON PLAN. SUPPORT MESH ON WIRE BASKETS OR CONCRETE BRICK. SUPPORT MESH AND PULL-UP DURING PLACEMENT SO THAT MESH IS LOCATED BETWEEN 1" AND 1 1/2" FROM TOP OF SLAB.10 MIL POLY VAPOR RETARDERLAP JOINTS 12". TAPE EDGES -TYPUNDISTURBED EARTH OR TYPE 1 FILL AS REQD TO BRING TO PROPER GRADESEE SPEC FOR CURING AND FINISH REQUIREMENTSELECT STRUCTURAL FILLD/4PLANSEE6"ALL SAW-CUT CONTROL JOINTS TO BE FILLED WITH A POLYUREA JOINT FILLER (SEE SPEC). ALLOW SLAB TO CURE MIN 30 DAYS BEFORE FILLING JOINTS.TAPERED PLATE DOWELS @ 18" O.C. EQUAL TO DIAMOND DOWEL SYSTEM BY PNA CONSTRUCTION TECHNOLOGIES.SET BULK-HEAD @ REQ'D ELEV & STAKE SECURELY TO SUBGRADE.USE CONSTRUCTION (COLD) JOINTS WHERE REQUIRED FOR CONSTRUCTION SEQUENCING OR INTERRUPTION DURING POUR.LOCATE JOINTS TO COINCIDE WITH CONTRACTION JOINTS INDICATED ON FOUNDATION PLAN.SELECT STRUCTURAL FILLNOTES:1.DEPRESS OR RECESS SLAB FOR FLOOR FINISH WHERE SHOWN ON PLAN2.COORDINATE DEPTH AND BOUNDS WITH ARCH DWGSMIN1' - 6"SLAB DEPRESSSLAB RECESSTYPSLABDEPTHTYPSLABDEPTHCAST-IN-PLACE SLEEVE FOR PIPE/CONDUIT PENETRATIONS HIGH AND LOW PERMISSIBLE ELEVATION RANGEMIN6"MIN6"PROVIDE PIPE SLEEVE AT WALL BREAK FOOTINGS AT LOCATIONS WHERE PIPE PASSES THROUGH FOOTING CORE/DRILLINGPIPE OR CONDUIT HIGH AND LOW PERMISSIBLE ELEVATION RANGET/FTG ELEVSEE PLANNOTE:COORDINATE LOCATION AND SIZE OF PIPE/CONDUIT SLEEVES OR PIPE/CONDUIT ELEVATIONS WITH PIPING AND ELECTRICAL DRAWINGS8"8"MAX8"TYP CORNERTYP INTERSECTIONEXTEND ALL HORIZONTAL REINFORCEMENT INTO INTERSECTING WALLMATCH HORIZONTAL BAR SIZE AND SPACINGMATCH HORIZONTAL BAR SIZE AND SPACINGSAWCUT CONTROL JOINT (SCCJ) -SEE PLAN(SCJ) APPLY BOND BREAKER BETWEEN POURS. SIZE TO ALLOW 2" MIN CLEARANCE AT COLUMN BASE PLATE (24" SQUARE MIN)(SCCJ) -SEE PLANSTEEL COLUMN AND BASE PLATE (BELOW)(SCCJ) -SEE PLAN(SCJ) APPLY BOND BREAKER BETWEEN POURS. SIZE TO ALLOW 2" MIN CLEARANCE AT COLUMN BASE PLATE (24" SQUARE MIN)SLAB EDGE(SCCJ) -SEE PLANSTEEL COLUMN AND BASE PLATE (BELOW)(SCCJ) -SEE PLANTYP2" MINIMUMTYP.2" MINIMUMSEE PLANSTRIP FOOTINGTOP OF FTGSEE PLAN4"NON-WOVEN GEOTEXTILE FILTER FABRIC (TENCATE MIRAFI 140N OR EQUIV)12" MIN4" DIA. ASTM D2129 PERFORATED PVC DRAIN PIPE (PLACE HOLES DOWN)NOTES:1. SEE FOUNDATION PLAN FOR INVERT ELEVATIONS.2'-0" MIN1" MINFIRST POURSECOND POURSEE WALL ELEVATIONSFOR LAP REQUIREMENTPLACE CONCRETE TO THIS JOINT, ALLOWTO SETTLE AND STRIKE OFF AT BOTTOMOF STUD. PRIOR TO SECOND POUR,REMOVE LAITANCE (POWER WASH) TOEXPOSE A ROUGHENED AGGREGATESURFACE.LAP SPLICE -SEE ELEVATIONS4"MECH CONTRACTORMECH. EQUIPMENTCOORD EXACT SIZE W/AT PERIMETER6" TYPICAL6x6-W2.9x2.9 WWR3/4" CHAMFER#4 BENT @ 2'-0" O.C. EPOXY INTO EXIST SLABEXIST FIN.FLR. ELEV.3"T/3FNDN WALL 8" CONCRETE SLAB SEE TYP SLAB DETAILRIGID INSLCFMF STUD WALL SEE ARCH FOR WALL TYPE#4 @ 12" OC EW EF4" SOLID CMUCOMPACTED SELECT STRUCTURAL FILLSEE PLANT/FTG UNREINFORCED CONCRETE FOOTING.UNDISTURBED EXG SUBGRADESEE PLAN1' - 0"T/WALLSEE PLANT/SLABSEE PLANGROUT CAVITY SOLID#4 DOWELS @ 12" O.C.SCHEDULESEE LAPCOMPACTED SLAB SUBBASE.SEE ARCH FOR INSULATION AND WATERPROOFING9"#4 BENT DOWELS @ 1'-0" O.C.2'2'VAPOR RETARDER.T/SHELF SEE PLANT/SLABSEE PLANEXTERIOR SLAB.REINFORCED SLAB ON GRADE#4 @ 12" OC EW EF#4 @ 12" OC EMBED 9"SEE PLAN1' - 0"T/FTGSEE PLANT/SLABSEE PLAN#5 x1'-4" STAINLESS STEEL SMOOTH DOWEL AT 12" O.C. WRAP /GREASE ONE ENDSEE PLANFND WALLCOMPACTED SELECT STRUCTURAL FILLCOMPACTED SLAB SUBBASESEE ARCH FOR INSULATION AND WATERPROOFINGVAPOR RETARDER9"UNREINFORCED CONCRETE FOOTINGARCHCOORD W/8" FNDN WALL 8" CONCRETE SLAB SEE TYP SLAB DETAILCFMF STUD WALL SEE ARCH FOR WALL TYPE#4 @ 12" OC EW (CENTERED)#4 DOWELS @ 12" O.C.T/WALLCOMPACTED SELECT STRUCTURAL FILL9" EMBEDMENTSEE PLANT/FTG UNREINFORED CONCRETE FOOTINGUNDISTURBED EXG SUBGRADE#4 BENT DOWELS @ 1'-0" O.C.SEE PLANSEE PLAN1' - 0"COMPACTED SLAB SUBBASESEE ARCH FOR INSULATION AND WATERPROOFINGFIN GRADESEE PLANVAPOR RETARDER2'2'FIRST FLOORFRAMING PLAN358' -6"NOREINFORCED SLAB ON DECK.POURSTOPRIGID INSLSEE ARCH FOR WALL TYPE4" SOLID CMUGROUT CAVITY SOLIDCLOSURE ANGLET/SHELFSEE PLANFND WALL REINFORCING. SEE TYPICAL FOUNDATION WALL DETAIL.FND WALL REINFORCING. SEE TYPICAL FOUNDATION WALL DETAIL.4"10"CEMENTITIOUS SPRAY ON FIREPROOFINGSTEEL PLATE GIRDER.STEEL WIDE FLANGE BEEAM.#5 BENT DOWELS @ 12" O.C.166.00°FIRST FLOORFRAMING PLAN358' -6"NOREINFORCED SLAB ON DECK.POURSTOP1" RIGID INSULATION.4" SPRAY FOAM INSULATIONCEMENTITIOUS SPRAY-ON FIREPROOFING.STEEL WIDE FLANGE BEAM.STEEL PLATE GIRDER.POCKET WALL FOR PLATE GIRDER BOTTOM FLANGE.ENTRY DOOREXTERIOR SIDEWALK SLAB. SEE CIVIL DRAWINGS.1' - 3"SEE PLANSLOPE SLAB 1/4"/FT.WATERPROOFING MEMBRANE CONTINUOUS OVER FOUNDATION WALL AND STEEL SPANDREL BEAM. NO TAPED JOINTS AT THIS LOCATION. TURN UP AT THRESHOLD AND TERMINATE AT TOP OF SLAB.4"2"COMPACTED SLAB SUBBASERIGID INSULTION OVER WATERPROOFING MEMBRANE.SEE F2/S300 FOR REINOFRCING.10 MIL POLY VAPOR RETARDERLAP JOINTS 12". TAPE EDGES -TYPUNDISTURBED EARTH OR TYPE 1 FILL AS REQD TO BRING TO PROPER GRADESEE SPEC FOR CURING AND FINISH REQUIREMENTSELECT STRUCTURAL FILL1' - 0"SEE PLAN3"1 1/2"TWO LAYER REINFORCING ON CHAIRS SEE FND PLAN.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:07 AMS300FOUNDATIONDETAIL02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"H10TYPICAL SLAB ON GRADE (NOT AT MAT SLAB)1 1/2" = 1'-0"F10SLAB COLD JOINT1 1/2" = 1'-0"D10SLAB RECESS/DEPRESS DET3/4" = 1'-0"B10TYPICAL FOOTING/WALL PENETRATION3/4" = 1'-0"H8REINF @ CORNERS & INTERSECTIONS ORG3/4" = 1'-0"F8TYPICAL COLUMN BLOCKOUTS11" = 1'-0"D8TYPICAL FOUNDATION PERIMETER DRAIN3/4" = 1'-0"A10TYP WALL HORIZ COLD JOINT3/4" = 1'-0"H5INTERIOR HOUSE KEEPING PAD3/4" = 1'-0"F6SLAB EDGE DETAIL AT STEM WALL3/4" = 1'-0"D5SLAB EDGE AT THRESHOLD3/4" = 1'-0"A7SLAB EDGE DETAIL 1REVISION SCHEDULENAME DATE1" = 1'-0"F2SLAB EDGE DETAIL AT PLATE GIRDER1" = 1'-0"C3SLAB EDGE DETAIL AT WEST RECESSED ENTRY1" = 1'-0"A3TYPICAL MAT SLAB DETAIL 1'-6" SQ x 1'-6" DEEP SUMP PITSEE FND PLAN FOR LOCATION(5) #4 TIES @ 3" O.C.GRATINGGALV L2x2x1/8" ANCHORED TOCONC. WITH 1/2"Ø x 4" SHEARSTUD ON 4 SIDESPROVIDE STD. 90° HOOKS FORTOP BARS AROUND SUMP PIT1 1/2"8"4"4"COL1 1/2"EQEQCOLTHICKNESS = 1"1' - 0"4"T/ELEV PIT SLAB1" NON-SHRINK GROUTSECTION A-AAA1/2" DIA. CONCRETE EXPANSION ANCHOR.SEE PLANCOLPL 1/2"x8"x4 1/4"T/STEELHSS6x4x3/8" POSTHSS6x4x3/8" POSTPL 1/2"x8"x4 1/4"PL 3/8" STIFFENER FULL DEPTH EACH SIDEWIDE FLANGE BEAM SEE PLAN3/16"3/16"TYPSEE PLAN6"6"4' - 0"4' - 0"(6) -3/8x2 1/2 BENT BAR WITH 3/4"Ø HOLE FOR 5/8"Ø WEDGE ANCHOR (GALV)(5) -3/4"Ø NON-SLIP BAR x 1'-5 3/4" INSERT IN SIDERAILS & PLUG WELD3/8x2 1/2" BAR SIDERAILS1 1/4"1 1/4"1 1/4"1 1/4"2"1' - 6"2"3"4"NOTE:1. PAINT ALL SURFACES OF LADDER AND BRACKETS1' - 0"4 3/4"1' - 5 1/4"6"4' - 0"6"TYP1' - 0"64BENDLADDER TO COMPLY W/ ASME 17.11/41/4TYP1/4TYPREINFORCED SLAB ON DECK SEE PLAN#4 DOWEL @ 12" O.C.ELEVATOR SILL ANGLEL6x4x5/16" (LLV) W/ 3/4"Ø ADHESIVE ANCHORS AT 2'-0" O.C. EMBED 6 3/4" (MIN)SEE PLANT/SLABSEE PLAN#6 @ 1'-4" O.C. VERT E.F.2'2'#4 @ 1'-4" O.C. HORIZ E.F.PUDDLE WELD DECK ATTACHMENTW/ ELEV MFR5' - 0" COORDCOORD W/ ELEV MFRNOTE: SEE PLAN FOR PIT DIMENSIONS AND SUMP LOCATION#8 @ 12" 0.C.-EW T&BELEVATOR SHAFTSUMP PIT COVERFND WALL1' - 2" CONCSODIUM BENTONITE WATERSTOP (ENTIRE PERIMETER)#4 DOWELS @ 12" O.C (TYP)UNDISTURBED SOIL90 DEG. ACI HOOK #4 @ 12" EACH FACE EACH WAYT/FTG ELEVATIONSEE PLAN3' - 0"1' - 6"SCHEDULESEE LAPFND WALL1' - 2" CONC3"1 1/2"E9S301WALL1' - 2" CONCWALL1' - 2" CONCSHEARWALL REINFORCING SEE ELEVATIONS.REINFORCED MAT SLAB SEE FND PLANT/MAT ELEVATIONSEE FND PLAN#5 DOWELS@1'-0" O.C.2'2'2" MUD MAT OR 12" COMPACTED SELECT STRUCTURAL FILL.COMPACTED SELECT STRUCTURAL FILLCOMPACTED SLAB SUBBASEVAPAR RETARDER#5 DOWELS @ 1'-0" O.C.2'2'REINFORCING DOWELS. MATCH SHEARWALL REINFORCING SIZE AND SPACING.FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"65.95.8EXGA1' - 8"9' - 4"ADJUST AS REQUIRED FOR FIRST FLOOR PLATE GIRDERS4' - 0"PUDDLE WELD DECK.REINFORCED SLAB ON DECK.1/2"x4" CONTINUOUS STEEL EMBED PLATE W/ 1/2"DIA.x6" LONG SHEAD ANCHOR STUDS @ 2'-0" OC.INFILL W/ SELECT STRUCTURAL FLL OR CLSM (CONTROLLED LOW STRENGTH MATERIAL).AUGERED AND CAST IN PLACE STEEL SOLDIER PILES. SIZE AND SPACING TO BE DETERMINED BY SUPPORT OF EXCAVATION (SOE) DESIGN.26" REINFORCED MAT SLAB W/ #8 @ 12" OC. EACH WAY TOP AND BOTTOM.INSTALL LAGGING ALONG INSIDE FACE OF SOLDIER PILE SOUTHERN FLANGE TO ALLOW TO A LARGER MAT SLAB.12" COMPACTED SELECT STRUCTURAL FILL OR 2" MUDMAT.90 DEGREE HOOKCAST MAT SLAB AROUND SOLDIER PILES.DEMO TOP OF EXISTING 411 COLLEGE FOUNDATION WALL AS REQUIRED FOR FIRST FLOOR STEEL SPANDREL BEAM.EXISTING 409 COLLEGE AVE. FOUNDATION WALL TO REMAIN.EXISTING 411-415 COLLEGE AVE. FOUNDATION WALL TO REMAIN.SHIM SOLDIER PILE TIGHT TO FACE OF EXISTING FOUNDATION WALL WITH HIGH SRETGH NON-SHRINK GROUT FOR FULL HEIGHT OF SOLDIER PILE.FIELD VERIFY EXISTING FOOTING ELEVATIONS.SAWCUT AND REMOVE SECTIONS OF EXISTING FOOTING AS REQUIRED FOR SUPPORT OF EXCAVATION INSTALLATION.T/ EXISTING FOOTINGFIELD VERIFYT/SOLDIER PILEFIELD VERIFY#5 DOWELS @ 1'-0" O.C. MATCH VERT. REINF.SPACING. EXTEND HOOKTO BOTTOM MAT#5 @ 12" O.C. EACH FACE, EACH WAY.2' - 2"SEE LAP SCHEDULE11 3/4"2' - 11 7/8"1' - 10 3/8"5' - 10 1/8"EXISTING SUBGRADE. DO NOT DISTURB.1STAIRWELL#8" AT 12" O.C.EACH WAY TOP AND BOTTOM9" HOOK#8 DOWELS @ 1'-0" O.C. MATCH VERT. REINF.SPACING. EXTEND HOOKTO BOTTOM MAT#8 @ 12" O.C. VERTICALEACH FACENOTE: USE CLASS 'B' LAP SPLICEAT ALL CONCRETE CORE WALLVERTICAL REINFORCINGFOUNDATION PLAN347'-6"WALL1' - 2" CONCMAT SLAB2' - 2"CLASS "B" LAPSEE PLAN#6 @ 18" O.C. HORIZONTALEACH FACE2" MUD MAT OR 12" COMPACTED SELECT STRUCTURAL FILL.#5 BENT DOWELS @ 2'-0" O.C.2'2'8" REINFORCED SLAB ON GRADE SEE ARCHWALL ASSEMBLY6"T/SLABSEE PLAN8" REINFORCED SLAB ON GRADE T/SLABSEE PLANSEE PLANCONTINUOUS FOOTINGVAPOR RETARDERCOMPACTED SLAB SUBBASECOMPACTED SELECT STRUCTURAL FILLDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:28 AMS301FOUNDATIONDETAILS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"E9SUMP PIT DETAIL1 1/2" = 1'-0"B10ELEVATOR RAIL SUPPORT BASE AND CAP PLATE DETAIL1 1/2" = 1'-0"A10ELEVATOR RAIL SUPPORT INTERMEDIATE CONNECITONS3/4" = 1'-0"F7ELEVATOR PIT LADDER1" = 1'-0"E7ELEVATOR THRESHOLD DETAIL1/2" = 1'-0"F9ELEV SECTION EAST1" = 1'-0"C2SOUTH WALL FOUNDATION DETAILREVISION SCHEDULENAME DATEADD-1 3/2/20201/2" = 1'-0"C6SECTION AT STAIR CONCRETE CORE1" = 1'-0"A3INTERIOR SLAB ON GRADE CHANGE IN ELEVATION DETAIL11 T/BRICKSHELFL6x4x5/16" (LLV) CONT. WITH 3/4"Ø HILTI HY-200 ADHESIVE ANCHORS AT 2'-0" O.C. EMBED 4"BACKFILL WITH EXCAVATED MATERIAL COMPACT IN 6" TO 8" LIFTSWATERSTOP CONT. PLACE ON THE INSIDE FACE OF THE OUTERMOST REINFORCING #5 AT 1'-0" O.C. EA WAY EA FACEGRANITE/STONE VENEER SEE ARCH #5 @ 12" 0.C. E.W. (CENTERED)REINF. SLAB ON DECK SEE FRAMING PLAN FOR DECK SPAN DIRECTION.SEE A-DWGS FOR INSULATION, VAPOR RETARDER AND WATER PROOFING8" @ 12" O.C. EACH WAY TOP AND BOTTOMIN-SITU SOILSCHEDULESEE LAP#5 DOWELS MATCH VERT. BAR SPACINGPROVIDE ADDITIONAL #5 DOWEL AT 12" O.C. AT INSIDE FACE. LOCATE BETWEEN LONGITUDINAL BARS.COMPACTED STRUCTURAL FILL SEE FND PLANT/SLAB ELEV AT FIRST FLOORSEE PLANPUDDLE WELD DECK TO ANGLEFINISHED GRADEWALL ASSEMBLY SEE ARCH2' - 0"T/MAT SLABSEE PLANFTG DRAIN SEE DET D8/S3006"2' - 2"REINFORCED MAT SLABSEE PLANMASONARY/STONE VENEER SEE ARCH CURTAINWALL SEE ARCHT/WALLSEE PLANWALL6" CONCSTEEL SPANDREL BEAMBRICKSHELFREINF SLAB ON DECK SEE FRAMING PLAN FOR DECK SPAN DIRECTIONWIDE FLANGE COLUMNT/SLAB ATFIRST FLOOR WIDE FLANGE BEAMT/PIERSEE PLAN 3 #4 TIES AT 2" O.C.SEE A-DWGS FOR INSULATION, VAPOR RETARDER, AND WATERPROOFINGPIERTIES SEE PIER DETAILSEE PLANVERTICAL PIER REINF SEE PIER PLAN DETAILSCOLSEE PLAN#4 AT 1'-0" O.C. E.W (CENTER IN STEM WALL AROUND EACH COLUMN) REINF DOWELS TO MATCH PIER REINF. SIZE AND SPACING EXTEND 12" HOOK TO REST ON PILE CAP REINF BOTTOM MAT8" @ 12" O.C. EACH WAY TOP AND BOTTOMSCHEDULESEE LAP8"SCHEDULESEE LAPSEE PLAN 1' - 2"TYP1 1/2" CVR2' - 2"REINFORCED MAT SLABT/MAT SLAB FINISHED GRADEL4x4x1/4"SEE ARCHWALL ASSEMBLY(8) #5 VERT.P2#4 CLOSED TIES AT 1'-0" O.C.COL2' - 2"2' - 2"COL(8) #5 VERT.P3#4 CLOSED TIES AT 1'-0" O.C.COLCOL2' - 0"1' - 0"1' - 0"2' - 0"1' - 0"1' - 0"(8) #5 VERT.P8#4 CLOSED TIES AT 1'-0" O.C.COLCOL2' - 0"1' - 3 1/2"8 1/2"2' - 0"8 1/2"1' - 3 1/2"EQEQEQEQ2A1ACOLCOL1' - 3 7/8"1' - 4 1/2"16.87°2 "4"6 1/8"6 3/8"9 3/4"3"3"3"8 1/8"4 5/8"11 1/8"(8) #5 VERT.#4 CLOSED TIES AT 1'-0" O.C.P51.9BPIERPIER2"8"1' - 8"10 1/2"1 1/2"8"1' - 8"1/2"WALL1' - 0" CONCP4(8) #5 VERT.P1#4 CLOSED TIES AT 1'-0" O.C.COL1' - 8"1' - 8"COLEQEQEQEQCOL2AD.9P7OFFSET2" COLC O L 1 0 1 /2 "4 "3"1' - 0 1/2"1 0 1 /2"8 5 /8 " 16.87°1' - 4 1/4"COL2AOFFSET2" COL3"1' - 0 1/2"C O L 1 0 " 1 0 "1' - 3 1/2"1 ' - 8 "P6REINFORCING DOWELS TO MATCH PIER REINFORCING SIZE AND SPACINGVERTICAL REINFORCING SEE PIER PLAN DETAILS(3) ROWS #4 CLOSED TIES @ TOP OF PIERSTEEL COLUMNSEE BASE PLATE DETAILS FOR MORE INFO.T/ FTGSEE PLANSEE PLANCVR3"SCHEDULESEE FTGHOOK LENGTH IS 12 db AND TO REST ON SPREAD FOOTING BOTTOM MAT REINFORCINGSEE PLANCONCRETE PIERT/MATSEE PLANREINFORCED CONCRETE MAT SLABCLOSED TIES SEE PIER SCHED T/PIERSEE PLANCOLREINFORCED SLAB OR DECK SEE FRAMING PLANWIDE FLANGE STEEL BEAMT/SLABSEE FRAMING PLANREINFORCING DOWELS TO MATCH PIER REINFORCING SIZE AND SPACINGVERTICAL REINFORCING SEE PIER PLAN DETAILSCLOSED TIESEPOXY PAINT EXPOSED SHELLT/ FTGSEE PLANCOAT BOTTOM OF COLUMNS, INCLUDING BASE PLATES, AND ANCHOR BOLTS WITH TNEMEC TNEME-TAR.SEE PLANCVR3"SEE PLANSPREAD FOOTINGSCHEDULESEE FTGHOOK LENGTH IS 12 db AND TO REST ON SPREAD FOOTING BOTTOM MAT REINFORCINGSEE PLANCONCRETE PIERSEE SITEFIN. GRADEFIRETROL COLUMNHSS8 5/8"Øx5/8" ROUND COL W/ 12 3/4"Ø STEEL SHELL. PROVIDE 3 HR. FIRE RATING1"1"EXTERIOR PLAZA FINISH1' - 0"SEE BASE PLATE DETAILS FOR MORE INFO2'-4"x2'-4" x1'-0" CAST-IN-PLACE CONCRETE CAP(8) #4x2'-0" LONG DOWELS (MATCH PIER VERTICAL REINF. LOCATIONS)2 ROWS #4 CLOSED TIES6"SLOPE CAP AWAY FROM COLUMN 1/4"/FT.REINF CONC SLAB ON DECK SEE PLAN2" SAND BED WIDE FLANGE BEAMSEE ARCHEXTERIORWALL ASSEMBLYBEAMT/SLAB ELEVSEE PLANVAPOR BARRIERPLAZA PAVERSWALL1'-2" CONCINSULATION2" INSULARCHCOORD W/L6x4x5/16" (LLV) W/ 3/4"Ø ADHESIVE ANCHORS AT 2'-0" O.C. EMBED 6 3/4" (MIN)DOT TYPE 2 FILLCLOSURE PL -TYPT/WALL ELEVSEE BASEMENT PLANDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:15 AMS302FOUNDATIONDETAILS02.14.20202017054JEC/RAM411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3/4" = 1'-0"A9FOUNDATION WALL DETAIL3/4" = 1'-0"E10FOUNDATION WALL AT COLUMN DETAIL3/4" = 1'-0"F4PIER PLAN DETAILS3/4" = 1'-0"B6TYPICAL PIER FOUNDATION DETAIL3/4" = 1'-0"B3TYPICAL PIER FOUNDATION DETAIL AT FIRETROL COLUMN1" = 1'-0"B103 SLAB EDGE AT THRESHOLD DETAILREVISION SCHEDULENAME DATERevision 1 Date 1 #3 NOSE BARS TYP3/4" RAD NOSING#4 DWLS @ 12" OC#4 @ 12 EW2-#5 CONT T&BSTRUCTURAL FILLSTAIR WIDTH SEE CIVIL DRAWINGS.1/4" SLOPE8"4' - 6"#4'S @ 12" OC EW(CENTERED)FTG1'-4" CONT.9"1'-6"EXTERIOR SIDEWALK SLAB ON GRADE. SEE CIVIL DRAWINGS.ELEV SEE SITEGRADING PLANWROUGHT IRON RAILING ASSEMBLY. REFERENCE LANDSCAPE DRAWINGS.COORD QUANTITY OF TREADS AND STAIR ELEVATIONS WITH SITE DRAWINGS.T/FTGSEE PLANLANDING ELEVSEE PLAN2-#5 CONT T&B8"#4'S @ 12" OC EW(CENTERED)FTG1'-4" CONT.9"T/FTGSEE PLAN#4 DWLS @ 12" OCS303C61'-6"1'-6"1'-6"2-#5 CONT T&BSELECT STRUCTURAL FILL.STAIR WIDTH SEE SITE DWGS8"4' - 0"#4'S @ 12" OC EW(CENTERED)SEE PLANSTRIP FTG9"STAIR SLAB #4'S @ 12" OC EW.FIN GRADEELEV = SEE PLANRAILINGB/STRIP FTGSEE PLANSCHEDSEE LAP#4 DOWEL (BENT) @ 12" OC1'-6"1'-6"RAILING ASSEMBLY -SEE LANDSCAPE DRAWINGS.8"SEE PLANSTRIP FTGLANDING ELEVSEE PLANRAILINGSEE PLANUNDISTURBED SOIL#4 DWLS @ 12" OCGRANITE TREADS#5 @ 12" O.C. EACH FACE EACH WAY.STRUCTURAL FILL6"1' - 0"SLOPE TO DRAINB/FNDSEE PLAN1' - 0"6"ELEV SEE SITEGRADING PLANSEE CIVIL DRAWINGSDOWEL INTO FND WALL W/ #4 x 2'-6" LONG @ 12" O.C.8" SLAB ON GRADE W/ #5 @ 12" O.C. E.W.#5 BENT DOWELS @ 12" O.C. (TYP)#3 CONTINUOUS NOSING BAR (TYP)WOODEN BENCH, SEE MANUFACTURE SPECSLED STRIP LIGHTINGTYP2" COVER2' - 0"EQEQEQPLATFORM4' - 0 3/4"1' - 6"1' - 6"TOP/SEATING ELEVSEE GRADING PLAN#5 @ 12" O.C. EACH FACE EACH WAY.6"1' - 0"SLOPE TO DRAINCONTINUE REINF ALONGWALL END FACES.1' - 0"6"ELEV SEE SITEGRADING PLANSEE CIVIL DRAWINGSSTONE SEE L-DWGS#5 @ 12" O.C. (TYP)#3 CONTINUOUS NOSING BAR (TYP)WOODEN BENCH, SEE MANUFACTURE SPECSLED STRIP LIGHTING1' - 6 11/16"1' - 6 11/16"1' - 6"1' - 6"1' - 6"2' - 0"CVR2"#5 BENT DOWELS @ 12" O.C. (TYP)SLOPESLOPE#5 @ 12" O.C. E.W.6"1' - 0"SLOPE TO DRAINCONTINUE REINF ALONG WALL END FACES.1' - 0"6"ELEV SEE SITEGRADING PLANSEE CIVIL DRAWINGSDRAINAGE STONE#5 @ 12" O.C. (TYP)WOODEN BENCH, SEE MANUFACTURE SPECSLED STRIP LIGHTING1' - 6 11/16"CVR2"#5 BENT DOWELS @ 12" O.C. (TYP)SLOPE1' - 0"DRAINAGE STONEWALL8" STEMEQEQBACKER ROD AND JOINT SEALANTGRANITE TREAD, TYP1.5% SLOPE TYPMORTAR BEDS.S. DOWEL, 3/8" DIA. x 6" LONG @ 2'-0" O.C. EPOXY ANCHORED6"1/2"1' - 0"3 1/2"1' - 3 1/2"5 1/2"(TYP)1/2" ±3/4" RADIUSDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:35 AMS303SITEFOUNDATIONDETAILS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/2" = 1'-0"G9EXT STAIR DETAIL1/2" = 1'-0"E9TYPICAL STAIR/LANDING SECTION WITHOUT CHEEK WALLREVISION SCHEDULENAME DATEADD-1 3/2/20203/4" = 1'-0"C9EXTERIOR CONCRETE SEATING DETAIL3/4" = 1'-0"G6EXTERIOR CONCRETE SEATING SECTION3/4" = 1'-0"E6EXTERIOR CONCRETE SEATING DET1 1/2" = 1'-0"C6EXT STAIR TREAD DETAIL1 FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"233.51.918' - 10"2' - 9"8' - 10 1/2"7' - 2 1/2"RPOVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ. BAR SIZE (TYP ALL CORNERS) #8 @ 12" VERT EF#6 @ 18" HORZ EFFOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"233.5T/EXG RF DECK405' -3"T/STLR EXG LOWRF371' -5 1/2"T/EXG RF STL405' -2"BOTTOM/EXISTWALL (360.0' AVG)360' -0 3/4"RTU ROOF TOPSUPPORTFRAMING PLAN429' -4"1.9RPOVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ. BAR SIZE (TYP ALL CORNERS) #8 @ 12" VERT EF#6 @ 18" HORZ EF2' - 9"8' - 10 1/2"7' - 2 1/2"18' - 10"FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"DED.9TYP2' - 0"ARCHCOORD W/(2) #6SLAB OVER POURRPOVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ. BAR SIZE (TYP ALL CORNERS) #8 @ 12" VERT EF#6 @ 18" HORZ EFFOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"DED.98' - 11 1/4"6 1/4"8' - 5"ARCHCOORD W/TYP2' - 0"(2) #6SLAB OVER POURSLAB OVER POUR(2) #6ARCHCOORD W/TYP2' - 0"(2) #6SLAB OVER POUR(2) #6SLAB OVER POUR(2) #6SLAB OVER POUR(2) #6SLAB OVER POUR(2) #6SLAB OVER POUR(2) #6ARCHCOORD W/TYP2' - 0"ARCHCOORD W/TYP2' - 0"ARCHCOORD W/TYP2' - 0"ARCHCOORD W/TYP2' - 0"ARCHCOORD W/TYP2' - 0"ARCHCOORD W/TYP2' - 0"RPOVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ. BAR SIZE (TYP ALL CORNERS) #8 @ 12" VERT EF#6 @ 18" HORZ EFDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:31 AMS400SHEARWALLELEVATIONS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"A10NORTH STAIR WEST WALL ELEVATION1/4" = 1'-0"A7NORTH STAIR EAST WALL ELEVATION1/4" = 1'-0"A5NORTH STAIR NORTH WALL ELEVATION1/4" = 1'-0"A2NORTH STAIR SOUTH WALL ELEVATIONREVISION SCHEDULENAME DATENOTE: USE CLASS "B" LAP SPLICE AT ALL CONCRETE SHEARWALL VERTICAL REINFORCINGNOTE: USE CLASS "B" LAP SPLICE AT ALL CONCRETE SHEARWALL VERTICAL REINFORCINGNOTE: USE CLASS "B" LAP SPLICE AT ALL CONCRETE SHEARWALL VERTICAL REINFORCINGNOTE: USE CLASS "B" LAP SPLICE AT ALL CONCRETE SHEARWALL VERTICAL REINFORCING FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"HJ8' - 11 3/4"NOTE: USE CLASS 'B' LAP SPLICE AT ALL CONCRETE CORE WALL VERTICAL REINFORCING#6@18" HORZ EFPROVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ BAR SIZE (TYP ALL CORNERS) #8@12" VERT EFFOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"HJNOTE: USE CLASS 'B' LAP SPLICE AT ALL CONCRETE CORE WALL VERTICAL REINFORCING#6@18" HORZ EFPROVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ BAR SIZE (TYP ALL CORNERS) #8@12" VERT EF8' - 11 3/4"FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"54.75.45.95.8#6@18" HORZ EFPROVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ BAR SIZE (TYP ALL CORNERS) #8@12" VERT EF(2) #6COORD W/ELEV MFG3' - 6" ± ROUGH OPNGTYP2' - 0"CFMF INFILL AROUND FINISHED OPENINGSLAB OVERPOUR TYPICALNOTE: USE CLASS 'B' LAP SPLICE AT ALL CONCRETE CORE WALL VERTICAL REINFORCING1FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"THIRD FLOORFRAMING PLAN383' -6"FOURTH FLOORFRAMING PLAN394' -6"FIFTH FLOORFRAMING PLAN405' -6"6'TH FLOOR416' -6"ROOF FRAMINGPLAN427' -6"654.75.45.95.8COORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCOORD W/ELEV MFG3' - 6" ± ROUGH OPNGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGCFMF INFILL AROUND FINISHED OPENINGSLAB OVERPOUR TYPICALNOTE: USE CLASS 'B' LAP SPLICE AT ALL CONCRETE CORE WALL VERTICAL REINFORCINGDOWEL MATCH VERT BAR SPACING 9" HOOK REST ON REINF(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6(2) #6#8@12" VERT EF#6@18" HORZ EFPROVIDE 2'-0"x2'-0" BENT CORNER BAR AT ALL HORIZ. REINF. MATCH HORIZ BAR SIZE (TYP ALL CORNERS) DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:52 AMS401SHEARWALLELEVATIONS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"A1ELEVATOR SOUTH WALL ELEVATION1/4" = 1'-0"A3ELEVATOR NORTH WALL ELEVATION1/4" = 1'-0"A6ELEVATOR EAST WALL ELEVATOR1/4" = 1'-0"A10ELEVATOR WEST WALL ELEVATIONREVISION SCHEDULENAME DATEADD-1 3/2/2020111111111111 BOTTOM OF BASE PLATE ELEVBASE PLATECAP PLATETYPELENGTHWIDTHTHICKNESSTYPELENGTHWIDTHTHICKNESSANCHOR BOLTS16'-3 7/8"SEE 3/S500429'-4"MECH ROOF FRAME ELEV427'-6"ROOF ELEV416'-6"SIXTH FLR ELEV405'-6"FIFTH FLR ELEV394'-6"FOURTH FLR ELEV383'-6"THIRD FLR ELEV372'-6"SECOND FLR ELEV358'-6FIRST FLR ELEV347'-6"FOUNDATION ELEVA/1(+6 1/8")W10x49B/4HSS4x4x1/4"A/1A(-6 3/8")/1AD(+10 1/4")/1(-6 1/8")D(+10 1/4")/1.9(-8'-1 5/8")F/1AH(-4 5/8")/1AK/1AM/2AM.9(+1'-9 3/8")/1AB/1.9B/6D/6C(-3'-5 5/8")/2AF/2AH/2AK/2AHSS5x5x3/8"C(+3 7/8")/5C(+3 /78")/5.8D(+4'-3 3/4")/5.8D(+4'-3 3/4)/5D(+9")/2AHSS4x4x1/4"D(+10 1/4")/2A(+8'-3 1/8")D(+4'-0 5/8")/2AD.9(+3'-1 5/8")/2AD(+11 3/8")/3.9(+8 1/2")D(-2'-3 1/8")/5D(-2'-3 1/8")/5.8D.9(-2 5/8")/5D.9(-2 5/8")/5.8F/3.5G/4.7(+2'-8 3/8")J/3.5J/4K/4.7(+2'-8 3/8")K/5.8HSS4x4x1/4"B/5D/4L/2L/3.90/3.9D/5L/50/4.7BP3 BP1 BP1 BP6 BP7 BP1 BP1 BP1 BP8 BP1 BP6 BP6 BP5 BP6 BP1 BP1 BP1 BP6 BP6 BP1 BP2BP13/S5003/S500BEAM BRG+15'-9 3/8"CP1 N/A CP1 CP1 CP2 N/AHSS8x8x5/8"SPLICENOTES1. SEE S500 FOR SPLICE TYPES.2. SEE S500 FOR BASE PLATE DETAILS3. SEE S500 FOR CAP PLATE DETAILS.4/S5003/4"D.9(+11")/2AF/2H/2F/2(+2'-11 1/4")G/5.8F(-10 5/8")/4.7(+2'-4 3/8")F(+1'-9 1/2")/5F(-10 5/8")/5(+2'-6 3/8")H/3.5F(-10 5/8")/5.8F(-10 5/8")/6(+4 3/8")G/4G/5G/6K/6L/60/6H/1AK/2HSS4x4x1/2"BP7 BP2 BP1 BP1 BP1 BP1 BP6SEE TYPICAL SPLICE DETAIL ON S500.-7"K/3.9K/5L/1AM/2M/9.2M.9(+4")/2M.9(+4")/2(-5 1/2")M.9/3.9M.9/4.7M.9/5.4M.9/6M.9(+4 1/2")/70/2EXG 4/EXG BEXG 4/EXG CEXG 5/EXG BEXG 5/EXG CHSS8x8x5/8"HSS8x8x5/8"HSS8x8x5/8"HSS4x4x1/4"HSS8x8x5/8"HSS8x8x5/8"HSS4x4x1/4"HSS8x8x5/8"HSS4x4x1/4"HSS4x4x1/4"HSS5x5x5/16"HSS8x8x5/8"HSS4x4x1/4"HSS9x9x5/8"HSS8x8x5/8"HSS8" DIA. x 5/8" WALL THICKNESS. CONCRETE FILLE FIRETROL COLUMN (2-HOUR RATING)HSS8" DIA. x 5/8" WALL THICKNESS. CONCRETE FILLE FIRETROL COLUMN (2-HOUR RATING)SPLICEHSS8x8x5/8"HSS8x8x5/8" HSS4x4x1/4"HSS6x6x5/8"HSS4x4x1/4"HSS4x4x1/4"SPLICEHSS8x8x5/8" HSS4x4x1/4"HSS4x4x5/16"4/S500+8'-9"1 1/2"1 1/2"4/S500 4/S500N/A3/4" 3/4"BEAM BRG3/S500 3/S500CP1 CP1 CP1 N/A N/A N/AN/AN/AN/AN/AN/AN/AN/AN/A N/A N/A N/A N/A N/A N/A N/A3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S500 3/S5003/S500 3/S500 3/S500 3/S500 3/S5003/S500 3/S500 3/S5004/S500 4/S500 4/S5004/S500 4/S500 4/S500CP1 CP1 CP1N/A N/A N/AN/AN/AN/AN/AN/AN/AN/AN/A N/A N/A N/A N/A N/A N/A N/AHSS8x8x5/8"D.9/2ABP43/S5004/S500CP1+15'-3 3/8"3/4"3/4"3/4"3/4"3/4"3/4"+8'-9" BEAM BRG BEAM BRG BEAM BRG BEAM BRG +8'-9" +6'-9"3/4" 3/4" 3/4"BEAM BRG +8'-9"+8'-9"BEAM BRG BEAM BRG BEAM BRG +6'-9"3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"BEAM BRG3/4"+11'-9"3/4"+8'-9"3/4"+11'-9"3/4"BEAM BRG3/4"BEAM BRG3/4"BEAM BRG3/4"BEAM BRG3/4" 3/4"COLUMN BRG3/4"+6'-9"1ST FLOOR• F/2 - 10X10 FIRETROL SHELL• H/2 - 10X10 FIRETROL SHELL• K/2 - 10X10 FIRETROL SHELL• L/2 - 10X10 FIRETROL SHELL• 0/2 - 10X10 FIRETROL SHELL• H/1A - 12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOR FRAMING.• H/1A - 12 3/4" DIA. FIRETROL SHELL. EXTENDS TO THIRD FLOOR FRAMING.2ND FLOOR• F/2 - 10X10 FIRETROL SHELL• H/2 - 10X10 FIRETROL SHELL• K/2 - 10X10 FIRETROL SHELL• M/2 - 8X8 FIRETROL SHELL• 0/2 - 10X10 FIRETROL SHELL3RD FLOOR• D/1A - 6X6 FIRETROL SHELL• M.9/1A - 6X6 FIRETROL SHELL• M.9/2 - 6X6 FIRETROL SHELL• 0/2 - 6X6 FIRETROL SHELL4TH FLOOR• D/1A - 6X6 FIRETROL SHELL• M.9/1A - 6X6 FIRETROL SHELL• M.9/2 - 6X6 FIRETROL SHELL• 0/2 - 6X6 FIRETROL SHELLFIRETROL COLUMN LOCATIONS1UPPER COLUMN SEE COLUMN SCHEDULELOCATE COLUMN ALIGNMENT PLATES WITHIN COLUMN WEBSPLICE ELEV -SEECOL SCHEDULEERECTION PLATE TO REMAINLOWER COLUMN SEE COL SCHEDULENOTE: LOCATE SPLICE 4' ABOVE FINISHED FLOORUPPER COLUMN SEE COLUMN SCHEDULEBASE PLATE (USE MINIMUM ALLOWABLE PLATE LENGHT AND WIDTH)SPLICE ELEV -SEECOL SCHEDULEWEB STIFFENER ALIGNED UNDER UPPER COLUMN FLANGES -TYP BOTH SIDES OF LOWER COLUMN WEBLOWER COLUMN SEE COL SCHEDULEDEVELOP FULL MOMENT CAPACITY OF UPPER COLUMNTYPCAP PLATE (USE MINIMUM ALLOWABLE PLATE LENGTH AND WIDTH)COL'SNOTE: DETAIL APPLIES WHEN DIRECT BOLTED OR WELDED SPLICE IS NOT POSSIBLENOTES:1. REFER TO COLUMN SCHEDULE FOR BASE PLATE DIMENSIONS.2. HOLES MAY BE OVERSIZED 5/16" AND PROVIDE 1/4" PLATE WASHER.3. ALL ANCHOR BOLTS TO BE 3/4" DIA UNLESS NOTED OTHERWISE.COLUMN REFER TO COLUMN SCHEDULE FOR COLUMN SIZEBASE PLATE-REFER TO COLUMN SCHEDULE FOR SIZE AND TYPE 1/4" LEVELING PLATE EXTEND 1/4" BEYOND ALL BASE PLATE EDGES3/4" NON-SHRINK GROUT -MINIMUMMILL OR SAW COLUMN END. MILL TOP OF BASE PLATE (TYP)UNO'12"HEAVY HEX NUT ASTM F1554 ANCHOR RODS (36 KSI) 1' - 2"1' - 2"EQEQ1 1/2"1 1/2"2 1/2"1 1/2"EQEQBP6COLCOL3/16"PLATE THICKNESS = 1 1/2"1 1/2"1 1/2"EQEQBP1COLBEAM & COL3/16"4 SIDEWIDE FLANGE BEAM1 1/2"GAGE BEAM WORKABLE13/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS5 1/2"5 1/2"4 1/2"5 1/2"1' - 6"1' - 6"EQEQ1 1/2"1 1/2"1 1/2"1 1/2"EQEQBP2COLCOLPLATE THICKNESS = 2 1/4"7 1/2"7 1/2"7 1/2"7 1/2"13/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS3/16"1' - 4"1' - 6"5 1/2"1' - 0 1/2"2"1' - 0"2"6"2"2"8"8"BP7COLCOL3/16"PLATE THICKNESS = 2 1/2"8"STEEL GUSSET PLATE2A1ACOLCOL3/16"5 1/2"5 1/2"2 1/2"2 1/2"11"11"5 1/2"5 1/2"2 1/2"2 1/2"3"6 1/8"16.87°BP3PLATE THICKNESS = 1 1/2"BASE PLATE THICKNESSHSS4X4 = 1"HSS5x5 = 1"HSS6x6 = 1.5"HSS8x8 = 2"BP513/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS3/16"COLCOL4 1/2"7 1/2"7 1/2"4 1/2"4"6"2"2"6"4"1/2"1/2"PLATE THICKNESS = 1 1/2"BP413/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS3/16"COLPLATE THICKNESS = 1 1/2"7"7"1/2"2"6"4"1 1/2"COL1 1/2"COL(TYP)1 1/2"(TYP)1 1/2"1 1/2"1 1/2"GAGEBEAM WORKABLEBEAM AND COL13/16"Ø HOLES FOR 3/4"Ø HIGH STRENGTH BOLTSCP1COLUMN CAP PLATE THICKNESSHSS4X4 = 1"HSS5x5 = 1"HSS6x6 = 1.5"HSS8x8 = 2"WIDE FLANGE BEAM6"6"EQEQTYP1 1/2"TYP8"COLSTEEL PLATE GIRDER.FULL-DEPTH STIFFENERS. SEE PLATE GIRDER ELEVATIONS.2" THICK STEEL CAP PLATE.1/2" STEEL GUSSET PLATE (4 SIDES).HSS COLUMN.1/4"1/4"TYP1/4"1/4"TYP1' - 9"EQEQCP27 1/2"7 1/2"1' - 3"3 1/2"3 1/2"13/16 HOLES FOR 3/4" DIA. ASTM F3125 GRADE A325 HIGH STRENGTH BOLTSA-AAAGUSSETS EXTEND FULL LENGTH OF BASE PLATE IN EACH DIRECTION.1/4"1/4"TYP1/4"COLCOLDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:54 AMS500FRAMINGDETAILS02.14.20202017054DLE/JEC/RAM411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"F1COLUMN SCHEDULE1" = 1'-0"C1COLUMN WELDED SPLICE DETAIL1" = 1'-0"A1COLUMN SPLICE DETAIL - END PLATE TYP1 1/2" = 1'-0"A8STEEL COLUMN BASE PLATE1 1/2" = 1'-0"A5CAP PLATE DETAILREVISION SCHEDULENAME DATEADD-1 3/2/2020 SHEAR STUD CONNECTORCLOSURE PLATEREINF CONC SLAB ON DECK SEE PLAN1/4" 4-122"WT 7x13 AT 4'-0" O.C. DECK EDGE SUPPORT5/16" BENT PLATETYP AT WTWIDE FLANGE SPANDREL BEAML7x4x3/8" (LLH)1/4"BEAM1/4"LIP BRICK3/8" SOFT JOINTSEE PLAN(2) 1/2"Ø EXPANSION ANCHORS. EMBED 4" LOCATE ANCHORS IN DOW FLUTESCLIP ANGLEREINF CONC SLAB ON DECK SEE PLAN* HOT-DIPPED GALV ALL EXPOSED EXTERIOR STRUCTURAL STEELWIDE FLANGE SPANDREL BEAM1/2" TIM AT 1'-0" O.C.1/4"TYPSPANDREL BEAM4'-0" NTSSEE PLAN1/4"L6X4x5/16" CONT3/4"Ø ASTM A325 ANCHOR BOLT AT 12" O.C. (GALV)L4x3 1/2"x5/16" (LLV)CONTINUOUS (GALV)6"1/4"L4x4x9" LONG1/4"3 SIDES1/4"L4x4x3/8" AT 4'-0" O.C.1/4"L4x4x3/8 x 6"LONG CLIPL4x4x3/8" AT 2'-0" O.C.B/LINTELSEE ARCHPLATE 1/2" x 4" WIDE CONTINUOUS T/SLABSEE PLANCOORD W/ARCH5'-0"± (NTS) (24 BRICK COURSES)SEE ARCH FOR WALL ASSEMBLYWT 7x13 @ 4' O.C. DECK SUPPORT1/4"3/4"TYP AT WT1/4"L6x4x5/16" x 6"LONG CLIP1/4"3/4"LIP BRICK#5x3'-0" ASTM A706 WELDABLE REINFORCING @ 2'-0" OC.1/4"5/16" CONTINUOUS BENT PLATEL7x4x3/8" (LLH) SHELF ANGLESECOND FLOORFRAMING PLAN372' -6"BPIERREINFORCED SLAB ON DECKHSS COLUMN SEE SCHEDSEE PLANCONC PIER1' - 4"PIER REINF SEE PLANCONCRETE SHEAR WALL. SEE PLANT/WALLSEE PLAN1'-4" x1'-4" x 1 3/4" EMBEDDED STEEL BASE PLATE. W/ (4) 1"Øx1'-4" LONG SHEAR STUD ANCHORS(2) 3/8"Ø STIFF. PLATES AT EACH SIDE OF BEAM WEB.4"4"COLUMN BASE PLATE. SEE COLUMN SCHEDULE3/4" HIGH STRENGTH BOLTS(3) #4 CLOSED TIES AT TOP OF PIER.2"FIRST FLOORFRAMING PLAN358' -6"BASEMENT FOUNDATION WALL BEYOND. GROUT BEAM WEB SOLID. TYPICAL AT EACH SIDE OF BEAM.SEE PLANCONC PIERPIER REINF SEE PIER PLAN3/8"x6" FULL DEPTH STIFFENERSDEMO EXISTING 411-415 COLLEGE AVE FND WALL DOWN 2" BELOW STEEL GIRDEREXISTING 403 COLLEGE AVE FND WALL TO REMAINCOLUMN BASE PLATE SEE COLUMN SCHEDULEPLATE LENGTHMATCH BASEHSS COLUMN SEE PLANPIER1' - 8"1' - 4"20"x20"x1" STEEL BASE PLATE W/(4) 3/4"Ø x 1'-0" LONG SHEAR STUD ANCHORS3 ROWS #4 CLOSED TIES AT TOP OF PIER3/16"TYP3/8" x 6" FULL DEPTH STIFFENER1 1/2"REINFORCING SEE CONCRETE WALL ELEVATIONSL4x4x1/4" WITH 3/4" ADHESIVE ANCHORS AT 1'-4" O.C. EMBED 4"T/SLABSEE PLANREINFORCED SLAB ON DECK. SEE PLAN FOR DECK SPAN DIRECTIONELEVATOR HOISTWAYCLOSURE PLATE WALLREINFORCED CONCRETECFMF STUDSCFMF BOTTOM TRACKPOURSTOPCFMF INFILLWIDE FLANGE SPANDREL BEAMSEE ARCH FOR FIREPROOFING REQUIREMENTS.SEE ARCHWALL ASSEMBLYREINFORCED SLAB ON COMPOSITE DECKT/SLABSEE PLANPOURSTOPWIDE FLANGE SPANDREL BEAMPLANEOSSEE3/4" SHEAR STUDCOL1.9T/WALLSEE PLANSTEEL WIDE FLANGE BEAMT/SLABSEE PLANSEE PLANEOS#5x3'-0" LONG ASTM A706 WELDABLE REBAR @ 1'-0" O.C.5/16" CONTINUOUS BENT PLATE1/4" 4-12REINFORCED SLAB ON DECK SEE PLAN1/4"TYPFIRST FLOORFRAMING PLAN358' -6"THIRD FLOORFRAMING PLAN383' -6"2AL4x4x1/4" CLIP ANCHORED INTO FND W/ 1/2"Ø x4" LONG ADHESIVE ANCHOR.5/16" STEEL PLATE W/ 3/4"Ø BOLT IN VERTICALL SLOTTED HOLE TO ALLOW FOR BEAM DEFLECTIONREINFORCED SLAB ON COMPOSITE DECKT/SLABSEE PLANPOURSTOPWIDE FLANGE SPANDREL BEAMCOL3/4" SHEAR STUDBMSEE ARCHWALL ASSEMBLESEE PLANEOSSEE PLANBM OFFSSETCFS BEARING WALLCFMF BOTTOM TRACKPOURSTOPSELF DRILLING SCREWSECOSPAN JOIST BY NUCOR-VULCRAFTSEE ARCH FOR FIREPROOFING REQUIREMENTS.SEE ARCHWALL ASSEMBLY3 1/2" REINFORCED SLAB ON DECKSHEARFLEX SCREWS BY NUCOR-VULCRAFTSELF DRILLING SCREWS FOR DECK ATTACHMENTSHEARFLEX SCREWS BY NUCOR-VULCRAFTCFS BEARING WALLCFS BEARING WALLTRACK ATTACHMENT TO SLAB POURSTOP BY NUCOR-VULCRAFTANGLE LOAD DISTRIBUTION MEMBERECOSPAN JOIST BY NUCOR-VULCRAFTSEE ARCHWALL ASSEMBLY3 1/2" REINFORCED SLAB ON DECKSHEARFLEX SCREWS BY NUCOR-VULCRAFTDECK BY NUCOR-VULCRAFTCEILING EXTENSIONE-CLOSURE BY NUCOR-VULCRAFTCFS BEARING WALLSELF DRILLING SCREWCFS BEARING WALLTRACK ATTACHMENT TO SLAB LOAD DISTRIBUTION MEMBER. TO BE DESIGN BY CFMF DELEGATED DESIGN ENGINEER.ECOSPAN JOIST BY NUCOR-VULCRAFT3 1/2" REINFORCED SLAB ON DECKSHEARFLEX SCREWS BY NUCOR-VULCRAFTDECK BY NUCOR-VULCRAFTCEILING EXTENSIONE-CLOSURE BY NUCOR-VULCRAFTCFS BEARING WALLSELF DRILLING SCREW1DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:57 AMS501FRAMINGDETAILS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"G10SLAB EDGE DETAIL11 1/2" = 1'-0"D10HUNG LINTEL DETAIL L-11" = 1'-0"G7BEAM BEARING DETAIL AT SECOND FLOOR CANTILEVER1" = 1'-0"A9BASEMENT CANTILEVER BEARING DETAIL1" = 1'-0"E7SLAB EDGE DETAIL @ CONCRETE WALL1" = 1'-0"C7SLAB EDGE DETAIL AT 2ND FLR EASTREVISION SCHEDULENAME DATEADD-1 3/2/20201 1/2" = 1'-0"A7FLOOR EDGE DETAIL 73/4" = 1'-0"G5SLAB EDGE DETAIL E1/2" = 1'-0"A4COILING DOOR JAMB DETAIL1 1/2" = 1'-0"H2FLOOR EDGE DETAIL 51" = 1'-0"F2SLAB EDGE DETAIL F1" = 1'-0"D2SLAB EDGE DETAIL G1" = 1'-0"A2INTERIOR JOIST BEARING H WIDE FLANGE BEAMSEE FRAMING PLANPL 5/16" STIFFENER OVERCOLUMN CENTERLINESTEEL COLUMN OR OTHERBEARING CONDITIONSPROVIDE 3/4 HEIGHT STIFFENERS WHEREBEAM FRAMES OVER TOP OF COLUMN ORWHERE OTHERWISE INDICATED.BEAMWIDE FLANGE BEAMSEE FRAMING PLANFULL HEIGHT PL 5/16" STIFFENER OVERCOLUMN CENTERLINESTEEL COLUMN OR OTHERBEARING CONDITIONSBEAMSTEEL COLUMN OR OTHERBEARING CONDITIONSPL 5/16" STIFFENER OVERCOLUMN CENTERLINEPROVIDE 3/4 HEIGHT STIFFENERS WHEREBEAM FRAMES OVER TOP OF COLUMN ORWHERE OTHERWISE INDICATED.BEAMSTEEL COLUMN OR OTHERBEARING CONDITIONSWIDE FLANGE BEAMSEE FRAMING PLAN3/163/163/163/163/163/16D3/4 DD3/4 DCOL2 ROWS 3/4"Ø ASTM A325HIGH STRENGTH BOLTS (6TOTAL) -TYPTOP AND BOTTOMPL3/4"x8"x9 1/2" LONG -TYPSHEAR CONNECTIONSHEAR CONNECTIONPLATE AT EACH SIDE OFCOLWF COLUMNWF BEAM2"3"3"1 1/2"TOP & BOTTOMPL 3/4"x8"x9 1/2" LONG -TYPTYP ATSTIFFENERPLATE1/4"TYP1/4"PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGNCOLWF COLUMNWF BEAMSHEAR CONNECTIONPLATE AT EACH SIDE OF COLSHEAR CONNECTIONTOP & BOTTOMPL 3/4"x8"x2'-5" LONG -TYP1/2" CAP PLTYP @STIFFENERPLATE1/4"TYP1 1/2"3"3"7"7"3"3"1 1/2"PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGNNOTES:1.LINTELS INDICATED ARE FOR MASONRY WALLS AND APPLY FOR NEW AND EXISTING CONSTRUCTION.2.ALL OPENINGS 1'-0" AND OVER IN ALL OTHER MASONRY CONSTRUCTION REQUIRE LINTELS3.ALL LINTELS SHALL BEAR A MINIMUM OF 8" ON SOLIDOR SOLID GROUTEDMASONRY AT EACH END.4.ALL LINTELS SHALL BE PREPARED, PRIMED AND/OR FINISHED IN ACCORDANCE WITH THE PROJECT MANUAL. EXTERIOR LINTELS ARE TO BE GALVANIZED.5.THIS SCHEDULE APPLIES TO SINGL-WYTHE, AND CAVITY WALLS. FOR MULTI-WYTHE AND CAVITY WALLS REFER TO THIS SCHEDULE FOR LINTELS FOR EACH COMPONENT OF THE WALL.6.WHERE MINIMUM 8" BEARING CAN NOT BE PROVIDED DUE TO INTERFERENCE WITH A STEEL COLUMN, PROVIDE CONNECTION OF LINTEL TO COLUMN. WHERE MINIMUM 8" BEARING CAN NOT BE PROVIDED DUE TO OTHER OBSTRUCTIONS, NOTIFY ARCHITECT.7.SHORE EXISTING STRUCTURE AND WALL AS REQUIRED FOR INSTALLATION OF LINTELS.4" MASONRY(1) LOOSE ANGLE6" MASONRY(1) PAIR BACK TO BACK8" MASONRY(1) PAIR BACK TO BACK10" MASONRY(1) PAIR BACK TO BACK12" MASONRY(1) LOOSE ANGLE(1) PAIR BACK TO BACK16" MASONRY(2) PAIR BACK TO BACKTYPICAL WELDING OF BACK TO BACK ANGLES2@122@124" MASONRY COMPONENTSUSE ONE LOOSE ANGLECLEAR OPENINGANGLE SIZETO 5'-0"L4x4x5/16TO 8'-0"L6x4x5/16 (LLV)TO 10'-0"L7x4x3/8 (LLV)6" MASONRY COMPONENTSUSE ONE PAIR ANGLES PER 6" OF WALL WIDTHCLEAR OPENINGANGLE SIZETO 4'-0"L3 1/2x3 1/2x5/16" AND L3x2x5/16TO 6'-0"L4x3 1/2x5/16 (LLV) AND L3x2x5/16TO 8'-0"L6x3 1/2x5/16 (LLV) AND L3x2x5/16TO 10'-0"L6x3 1/2x3/8 (LLV) AND L3x2x5/1610" MASONRY COMPONENTSUSE ONE PAIR OF ANGLES PER 6" OF WALL WIDTHCLEAR OPENINGANGLE SIZETO 6'-0"L5x5x5/16 (LLV) AND L4x4x5/16TO 8'-0"L6x4x5/16 (LLV) AND L5x5x5/16TO 10'-0"L7x4x3/8 (LLV) AND L5x5x5/168", 12" AND 16" MASONRY COMPONENTSUSE ONE PAIR ANGLES PER 4" OF WALL WIDTHCLEAR OPENINGANGLE SIZETO 4'-0"L3 1/2x3 1/2x5/16TO 6'-0"L4x3 1/2x5/16 (LLV)TO 8'-0"L6x3 1/2x5/16 (LLV)TO 10'-0"L6x3 1/2x3/8 (LLV)2@122@12W12x26WT2.5x8BEAMEDGE OF UNIT COORD W/ MECH1/4"ROOF ASSEMBLYAALeLHEQEQA-ABEAM WEB REINFORCING SCHEDULEtDTYPE L (in.) H (in.) Le (in.) t (in.) D (in.)W18x86.375 2.5 2W1EQEQPENETRATIONW2BEYONDOPENING WELDBOTH SIDE OFPLATErW1 (in.) W2 (in.)CJP CJPW18x6510 .375 2.5 25/165/16r = CORNER RADIUS = 2* tw (BEAM WEB THICKNESS)TAGWP1WP2101010ROOF OR FLOOR OPENINGTYPROOF OR FLOOR BEAM OR JOIST -TYPL6x4x3/8 (LLV) NOTCH VERT LEG FOR TOP BEARING 2 REQUIREDL4x4x1/4" -WELD FLUSH TO L6x4x3/8 -2 REQUIREDNOTES:1.FOR USE WITH LIGHT ROOF EQUIPMENT, VENTS, ROOF DRAINS ETC. MAXIMUN EQUIPMENT WEIGHT 1000 POUNDS.2.PROVIDE HOLES FOR BLOCKING AS REQUIRED.3.COORDINATE FINAL SIZE AND LOCATION OF ROOF FRAMES WITH MECHANICAL AND PLUMBING CONTRACTORS.8'-0" MAX SPACINGREINFORCED SLAB ON DECK. SEE PLANREINFORCED SLAB ON DECK. SEE PLANT/SLABSEE PLANL4x4X1/4" WITH 3/4"Ø ADHESIVE ANCHORS AT 1'-4" O.C. EMBED 4"WALL1' - 2" CONC1 1/2" COMP. DECK AT CORRIDORS. SEE PLANECOSPAN JOIST BY NUCOR-VULCRAFT3 1/2" REINFORCED SLAB ON DECKDECK BY NUCOR-VULCRAFTSELF DRILLING SCREWS FOR DECK ATTACHMENTCFMF BEARING WALLCFS BEARING WALLTRACK ATTACHMENT TO SLAB LOAD DISTRIBUTION MEMBER. TO BE DESIGN BY CFMF DELEGATED DESIGN ENGINEER.3 1/2" REINFORCED SLAB ON DECKSHEARFLEX SCREWS BY NUCOR-VULCRAFTDECK BY NUCOR-VULCRAFTE-CLOSURE BY NUCOR-VULCRAFTCFS BEARING WALLECOSPAN JOIST BY NUCOR-VULCRAFTCEILING EXTENSIONE-CLOSURE BY ECOSPAN SELF DRILLING SCREWSHEARFLEX SCREWS BY ECOSPANZ-CLOSURECFS BEARING WALLTRACK ATTACHMENT TO SLAB LOAD DISTRIBUTION MEMBER. TO BE DESIGN BY CFMF DELEGATED DESIGN ENGINEER.3 1/2" REINFORCED SLAB ON DECKSHEARFLEX SCREWS BY NUCOR-VULCRAFT1 1/2" 22 GA. GALV. COMP. STEEL DECKE-CLOSURE BY NUCOR-VULCRAFTCFS BEARING WALLECOSPAN JOIST BY NUCOR-VULCRAFTCEILING EXTENSIONE-CLOSURE BY ECOSPAN SELF DRILLING SCREWSHEARFLEX SCREWS BY ECOSPANZ-CLOSUREDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:16:59 AMS502FRAMINGDETAILS02.14.20202017054JEC/RAM411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"F9TYPICAL BEAM STIFFENER DETAIL1" = 1'-0"H6MOMENT CONNECTION 11" = 1'-0"F6MOMENT CONNECTION 21 1/2" = 1'-0"B9TYPICAL LINTEL SCHEDULE1" = 1'-0"D11EQUIPMENT CURB DETAIL1 1/2" = 1'-0"H10BEAM WEB PENETRATION DETAIL3/4" = 1'-0"B6FLOOR/ROOF FRAME OPENING1" = 1'-0"H4STAIR LANDING EDGE DETAILREVISION SCHEDULENAME DATEADD-1 3/2/20201" = 1'-0"F4SLAB EDGE DETAIL I1" = 1'-0"D6DECK DIRECTION CHANGE AT DEEP SEAT ON CFS1" = 1'-0"D4DECK DIRECTION CHANGE AT DEEP SEAT ON CFS @ CORRIDORS111 FIFTH FLOORFRAMING PLAN405' -6"2GAP1/2"2' - 0"L8x4x1/2"(LLH) CONT. SEE PLANBRICK VENEERT/POSTSEE PLANHSS4X4x1/2"EXTERIOR CURTAIN WALL SEE ARCH5 1/2"POSTSTEEL FLOOR JOISTREINFORCED SLAB ON DECK1/4"TYPPOURSTOP(1) #4 CONTINUOUS BETWEEN GRIDS M AND NFOURTH FLOORFRAMING PLAN394' -6"NO5/16" GUSSET PLATES @ 2'-0" OC6"8"9 1/4"x3 1/2"x3/8" CONTINOUS BENT PLATE.3/8" SOFT JOINTREINF CONC SLAB ON DECK SEE PLANSTEEL COMPOSITE JOIST.CFMF BEARING WALLCFMF BEARING WALLBRICK VENEER1' - 1"FIFTH FLOORFRAMING PLAN405' -6"M.9EQEQCFMF STUD BEARING WALL5/16"x1'-1" CONTINUOUS STEEL PLATEL4x4x1/4" @ 2'-0"OCSTEEL WIDE FLANGE BEAMBRICK VENEER. SEE ARCHROOF ASSEMBLY. SEE ARCH.3/16" 4-12"TYP3/16"TYPREINFORCED SLAB ON DECKBEAM7"DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:42 AMS503FRAMINGDETAILS02.14.20202017054RAM/JEC411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULENAME DATE1" = 1'-0"G10BRICK SUPPORT DETAIL OVER CURTAIN WALL1" = 1'-0"E10WEST SLAB EDGE AT BRICK SHELF1" = 1'-0"C10RECESS FLOOR EDGE DETAIL FOUNDATIONPLAN347' -6"FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"454.73.9T/STLR EXG LOWRF371' -5 1/2"BOTTOM/EXISTWALL (360.0' AVG)360' -0 3/4"FIRST FLOOR358' -6"SECOND FLOOR372' -6"BASEMENT347' -6"3.944.75S504A6S504A6S504C6S504C3S504C3S504C12' - 0"T = 40 KIPST = 40 KIPSHSS5X5X1/2HSS5X5X1/2T = 40 KIPST = 4 0 K IP S HSS5X5X1/2H S S 5 X 5 X 1/2 FIRST FLOORFRAMING PLAN358' -6"SECOND FLOORFRAMING PLAN372' -6"BCDT/STLR EXG LOWRF371' -5 1/2"S504C1S504C3SIMS504C3SIM2'-0".HSS5X5X1/2H S S 5X 5 X 1 /2 T = 40 KIPST = 4 0 KI PS 1/16" SLOT HSS BRACE DIAGONALE Q E Q T Y P1" M IN TYP6"1/2" PLATEHSS BRACE DIAGONAL1/4"4 SIDES TYP1" TYPNOTES:1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. SUBMIT STAMPED CALCULATION FOR APPROVAL.2.DESIGN LOADS GIVEN ARE AT FACTORED SERVICE LEVEL.1 1/4"Ø F1554 A36 ANCHOR RODT/PILECAPCONCRETE PILE CAP1" NON-SHRINK GROUT1 1/2" BASE PLATEGUSSET PLATEERECTION BOLTHSS BRACE DIAGONAL SLOT END FOR GUSSET PLATEHSS COLUMNW.P.1" TYPT Y P1" M IN 4 SIDES4 SIDESNOTES:1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. SUBMIT STAMPED CALCULATION FOR APPROVAL.2.DESIGN LOADS GIVEN ARE AT FACTORED SERVICE LEVEL.HSS COLUMNWPADJUST HSS TO CLEAR SECOND FLOOR SLAB ON DECK AS REQUIREDBEAMERECTION BOLT.TYPICALTYP1"EQEQGUSSET PLATE.TYPICALTYPTYP1" MINNOTES:1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. SUBMIT STAMPED CALCULATION FOR APPROVAL.2.DESIGN LOADS GIVEN ARE AT FACTORED SERVICE LEVEL.HSS BRACE DIAGONALSLOT END FOR GUSSET PLATE. TYPICALE Q E Q SHEAR CONNECTION. TYPICALWF BEAMHSS COLUMNWPWF BEAMBEAMHSS BRACE DIAGONALSLOT END FOR GUSSET PLATE ERECTION BOLTTYP1"EQEQGUSSET PLATE4 SIDESTYP1" MINNOTES:1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. SUBMIT STAMPED CALCULATION FOR APPROVAL.2.DESIGN LOADS GIVEN ARE AT FACTORED SERVICE LEVEL.WPWF BEAMBEAMHSS BRACE DIAGONALSLOT END FOR GUSSETPLATEERECTION BOLTGUSSET PLATENOTES:1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORKSTATE. SUBMIT STAMPED CALCULATION FOR APPROVAL.2.DESIGN LOADS GIVEN ARE AT FACTORED SERVICE LEVEL.ERECTION BOLTEQEQTYP1" MINTYP1" MIN6"EQEQMIN1"4 SIDES TYP2' - 0"WPDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50602/17/2020 8:48:43 AMS504STEELX-BRACEELEVATIONSAND DETAILS02.14.20202017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/2" = 1'-0"C8STEEL BRACE ELEVATION 21/2" = 1'-0"E4STEEL BRACE ELEVATION 1REVISION SCHEDULENAME DATE1" = 1'-0"C6TYPICAL BRACED FRAME DETAIL1" = 1'-0"A6BRACED FRAME CONN DETAIL @ FNDN1" = 1'-0"C3BRACED FRAME CONNECTION DETAIL1" = 1'-0"A3BRACED FRAME CONNECTION DETAIL @ TOP1" = 1'-0"C1BRACED FRAME DETAIL FIRST FLOORFRAMING PLAN358' -6"655.45.95.8EXGAS501A93/8" FULL DEPTH STIFFENERSHEAR CONNECTION3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER(3) 3/8" FULL DEPTH STIFFENERS AT BEARING LOCATIONS.3/16"3/16"TYPSTIFFENERS OCCUR AT EACH SIDES OF GIRDER WEB AND AT 4'-0" OC. MAX.3/16"3/16"TYPSHEAR CONNECTION AT EACH BEAM. TYPICAL.8' - 2 1/4"9' - 1 1/4"3' - 11 5/8"21' - 3 1/8"(3) 3/8" FULL DEPTH STIFFENERS3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENERG3S5051SECOND FLOORFRAMING PLAN372' -6"655.45.95.87T/STLR EXG LOWRF371' -5 1/2"EXGB6.53/8" FULL DEPTH STIFFENERSHEAR CONNECTION3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER(3) 3/8" FULL DEPTH STIFFENERS AT BEARING LOCATIONS.3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER(2) 3/8" FULL DEPTH STIFFENERS AT BEARING WALL.3/16"3/16"TYP3/16"3/16"TYPSTIFFENERS OCCUR AT EACH SIDES OF GIRDER WEB AND AT 4'-0" OC. MAX.3/16"3/16"TYPSHEAR CONNECTION AT EACH BEAM. TYPICAL.8' - 2 1/4"9' - 1 1/4"10' - 8"6' - 5 7/8"21' - 3 1/8"13' - 2 1/4"34' - 5 1/2"D3S505SECOND FLOORFRAMING PLAN372' -6"655.45.95.87EXGB6.53/8" FULL DEPTH STIFFENERSHEAR CONNECTION3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER(3) 3/8" FULL DEPTH STIFFENERS3/8" FULL DEPTH STIFFENER3/8" FULL DEPTH STIFFENER(2) 3/8" FULL DEPTH STIFFENERS3/16"3/16"TYP3/16"3/16"TYPSTIFFENERS OCCUR AT EACH SIDES OF GIRDER WEB AND AT 4'-0" OC. MAX.3/16"3/16"TYPSHEAR CONNECTION AT EACH BEAM. TYPICAL.8' - 2 1/4"9' - 1 1/4"10' - 8"6' - 5 7/8"21' - 3 1/8"13' - 2 1/4"34' - 5 1/2"A3S50513' - 4"6"6"1' - 2"1" THICK BOTTOM FLANGE5/8" THICK WEB1" THICK TOP FLANGEGIRDER3/16"3/16"3/8" WEB STIFFENERS4' - 7"10"10"1" THICK BOTTOM FLANGE3/8" THICK WEB1" THICK TOP FLANGEGIRDER3/16"3/16"3/8" WEB STIFFENERS1' - 8"4' - 7"6"6"1' - 2"1" THICK BOTTOM FLANGE3/8" THICK WEB1" THICK TOP FLANGEGIRDER3/16"3/16"3/8" WEB STIFFENERSDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.50603/2/2020 10:17:04 AMS505PLATE GIRDERPROFILES02.14.20202017054JEC411-415 College Ave, Ithaca, NY 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULENAME DATEADD-1 3/2/20201/2" = 1'-0"G8PLATE GIRDER PG40 PROFILE1/2" = 1'-0"D6PLATE GIRDER PG55A PROFILE1/2" = 1'-0"A6PLATE GIRDER PG55B PROFILE1" = 1'-0"G3PLATE GIRDER PG40 SECTION1" = 1'-0"D3PLATE GIRDER PG55A SECTION1" = 1'-0"A3PLATE GIRDER PG55B SECTION1111 UP DN UP e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 C1 C2 F1 D2 D6 D2 ST1 EXISTING STAIR 1 REMOVE BRICK TO CONTROL JOINT D3 D1 ELECT. PANELS JAN. CLOS. SERVICE RECEPTION D13 D14 D3 D3 D3 D3 D3 D3 D3D3 D3 D3 6.5 CONTRACT LIMIT LINE EXISTING DOOR PARTITIONS, DOORS AND ITEMS TO BE REMOVED EXISTING PARTITION MATCHLINE AREA NOT IN CONTRACT (NIC) SCOPE LIMIT LINE ALTERNATE WORK SCOPE AS INDICATED e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 D4 D5 ST1 EXISTING STAIR 1 D2 D6 D9 D9 D5 D5 D12 D11 D15 6.5 1/8" = 1'-0"A1 FIRST FLOOR DEMOLITION PLAN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:19 PMAD101 FIRST AND SECOND FLOOR DEMOLITION PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction9 THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY THE OWNER SHALL BECOME THE CONTRACTOR’S RESPONSIBILITY TO DISPOSE OF PROPERLY. 10 SAWCUT EXISTING SLABS ON GRADE AS REQUIRED TO ACCOMMODATE SCHEDULED WORK OF ALL TRADES. PATCH AND REPAIR SLABS TO MATCH EXISTING AND PREPAIR TO RECEIVE SCHEDULED FINISH. INFILL TO MATCH EXISTING ADJACENT CONSTRUCTION AND DOWEL INTO EXISTING 4’-0” OC UNLESS OTHERWISE NOTED. 11 EXISTING CONCRETE SLABS SHALL BE PREPARED TO RECEIVE SCHEDULED WORK BY GRINDING, SCRAPING, FILLING, AND PATCHING. AT UNEVEN AREAS AND DEPRESSIONS PROVIDE PATCHING AND/OR LEVELING AS REQUIRED TO CREATE A FLAT AND LEVEL BASE CONDITION THAT IS SUITABLE FOR SCHEDULED CONSTRUCTION AND FINISHES. 12 RECYCLE ALL WOOD, GLASS, METAL, AND GYPSUM BOARD. ALL MASONRY TO BE USED AS CLEAN FILL OFF SITE. 1 THIS DEMOLITION DRAWING INDICATES MAJOR ARCHITECTURAL ITEMS FOR REMOVAL, PATCH, AND REPAIR. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND SHALL COORDINATE AND EXECUTE FULL SCOPE OF REMOVALS AS REQUIRED TO EXECUTE SCHEDULED WORK. 2 IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE ARCHITECT. 3 PROTECT/ MAINTAIN ALL EXISTING FIRE PROTECTION AND FIRE RESISTANCE RATED CONSTRUCTION. WHERE DEMOLITION OR SCHEDULED WORK DISTURBS FIRE PROTECTION, THE CONTRACTOR SHALL MAKE REPAIRS NECESSRY TO MAINTAIN REQUIRED RATING. 4 CONTRACTOR SHALL, AT ALL TIMES, PRESERVE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION AND MAINTAIN WEATHER-TIGHTNESS OF THE EXISTING ENVELOPE. 5 THE CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 6 REFER TO DRAWING OF OTHER TRADES FOR CONSTRUCTION REQUIRING SELECTIVE REMOVALS OF EXISTING CONSTRUCTION. CONTRACTOR SHALL CUT AND PATCH, OR REMOVE AND REINSTALL, EXISTING CONSTRUCTION AS REQUIRED FOR INSTALLATION OF ALL SCHEDULED WORK. 7 THE SCOPE OF ALL DEMOLITION WORK INCLUDES THE PATCHING AND PREPARATION OF THE REMAINING SURFACES TO MATCH THE EXISTING ADJACENT SURFACE MATERIAL AND FINISH OR THE PREPARATION OF THE SURFACE TO RECEIVE THE SCHEDULED WORK. 8 ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. D11 REMOVE BRICK VENEER TO WEATHER BARRIER AND EXTERIOR SHEATHING. BUILDING CORNER SHALL REMAIN IN PLACE. PATCH AND REPAIR CORNER BRICK RETURN AS REQUIRED. D12 REMOVE EIFS TO WEATHER BARRIER AND EXTERIOR SHEATHING. D13 REMOVE BRICK VENEER TO WEATHER BARRIER AND EXTERIOR SHEATHING. PATCH AND REPAIR ADJACENT BRICK THAT SHALL REMAIN AS REQUIRED. D14 REMOVE GLASS BLOCK WINDOW SYSTEM ABOVE. D15 REMOVE PORTION OF CONCRETE SLAB TO BE FLUSH WITH EXTERIOR WALL SHEATHING. F1 REMOVE TILE FLOORING AND GROUT DOWN TO EXISTING CONCRETE. C1 REMOVE ACOUSTICAL PANEL CEILING SYSTEM AND CONCEATED CEILING CLOUDS LOCATED ABOVE EXISITNG LOBBY CEILING. C2 REMOVE GYPSUM SOFFITS AND ALL ASSOCIATED FRAMING. C3 REMOVE GYPSUM BOARD CEILING SYSTEM FOR ROOF FRAMING REINFORCEMENT, REFER TO STRUCTURAL DRAWINGS. D1 REMOVE CASEWORK. D2 REMOVE WALL ASSEMBLY IN ITS ENTIRETY AND AS REQUIRED TO ACCOMMODATE SCHEDULED WORK (TYPICAL ALL WALLS SHOWN AS DASHED ON PLAN). D3 APPROXIMATE LOCATION OF NEW SECOND FLOOR STRUCTURAL FRAMING. CUT OPENING IN EXISTING ROOF AND WALL ASSEMBLY AS REQUIRED TO ACCOMMODATE SCHEDULED STRUCTURAL WORK. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D4 REMOVE DOOR AND FRAME. D5 REMOVE WINDOW SYSTEM. D6 REMOVEELEVATOR, ALL ASSOCIATED COMPANENTS AND SUPPORTING STRUCTURAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D7 REMOVE STONE COPING. D8 REMOVE METAL ROOF EDGE. D9 CUT OPENINGS IN ROOF ASSEMBLY AS REQUIRED TO ACCOMODATE SCHEDULED WORK. PROVIDE SUPPLEMENTAL STRUCTURE AS REQUIRED. FOLLOWING PROTECTION FROM ELEMENTS OF NEW CONSTRUCTION, REMOVE THE REMAINDER OF THE EXISTING ROOF ASSEMBLY AND FRAMING. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D10 REMOVE PORTION OF STAIR HANDRAIL AND GUARDRAIL AS REQUIRED FOR SCHEDULED WORK. GENERAL DEMOLITION NOTES DEMOLITION LEGEND KEYED DEMOLITION NOTES 0'2'4'8'16' 1/8" = 1'-0"A7 SECOND FLOOR DEMOLITION PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE CONTRACT LIMIT LINE EXISTING DOOR PARTITIONS, DOORS AND ITEMS TO BE REMOVED EXISTING PARTITION MATCHLINE AREA NOT IN CONTRACT (NIC) SCOPE LIMIT LINE ALTERNATE WORK SCOPE AS INDICATED e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 D5 ST1 EXISTING STAIR 1 D2 D6 D5 D5 D12 D11 D15 D2 6.5 e1 e2 e3 e4 e5 e6 e7 eA eB eD e5.5 D2 D6 ST1 STAIR 1 D10 C3 C3 C3 D12 D11 D15 D2 6.5 C3 C3 C3 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:17 AMAD102 THIRD AND FOURTH FLOOR DEMOLITION PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction9 THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY THE OWNER SHALL BECOME THE CONTRACTOR’S RESPONSIBILITY TO DISPOSE OF PROPERLY. 10 SAWCUT EXISTING SLABS ON GRADE AS REQUIRED TO ACCOMMODATE SCHEDULED WORK OF ALL TRADES. PATCH AND REPAIR SLABS TO MATCH EXISTING AND PREPAIR TO RECEIVE SCHEDULED FINISH. INFILL TO MATCH EXISTING ADJACENT CONSTRUCTION AND DOWEL INTO EXISTING 4’-0” OC UNLESS OTHERWISE NOTED. 11 EXISTING CONCRETE SLABS SHALL BE PREPARED TO RECEIVE SCHEDULED WORK BY GRINDING, SCRAPING, FILLING, AND PATCHING. AT UNEVEN AREAS AND DEPRESSIONS PROVIDE PATCHING AND/OR LEVELING AS REQUIRED TO CREATE A FLAT AND LEVEL BASE CONDITION THAT IS SUITABLE FOR SCHEDULED CONSTRUCTION AND FINISHES. 12 RECYCLE ALL WOOD, GLASS, METAL, AND GYPSUM BOARD. ALL MASONRY TO BE USED AS CLEAN FILL OFF SITE. 1 THIS DEMOLITION DRAWING INDICATES MAJOR ARCHITECTURAL ITEMS FOR REMOVAL, PATCH, AND REPAIR. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND SHALL COORDINATE AND EXECUTE FULL SCOPE OF REMOVALS AS REQUIRED TO EXECUTE SCHEDULED WORK. 2 IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE ARCHITECT. 3 PROTECT/ MAINTAIN ALL EXISTING FIRE PROTECTION AND FIRE RESISTANCE RATED CONSTRUCTION. WHERE DEMOLITION OR SCHEDULED WORK DISTURBS FIRE PROTECTION, THE CONTRACTOR SHALL MAKE REPAIRS NECESSRY TO MAINTAIN REQUIRED RATING. 4 CONTRACTOR SHALL, AT ALL TIMES, PRESERVE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION AND MAINTAIN WEATHER-TIGHTNESS OF THE EXISTING ENVELOPE. 5 THE CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 6 REFER TO DRAWING OF OTHER TRADES FOR CONSTRUCTION REQUIRING SELECTIVE REMOVALS OF EXISTING CONSTRUCTION. CONTRACTOR SHALL CUT AND PATCH, OR REMOVE AND REINSTALL, EXISTING CONSTRUCTION AS REQUIRED FOR INSTALLATION OF ALL SCHEDULED WORK. 7 THE SCOPE OF ALL DEMOLITION WORK INCLUDES THE PATCHING AND PREPARATION OF THE REMAINING SURFACES TO MATCH THE EXISTING ADJACENT SURFACE MATERIAL AND FINISH OR THE PREPARATION OF THE SURFACE TO RECEIVE THE SCHEDULED WORK. 8 ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. D11 REMOVE BRICK VENEER TO WEATHER BARRIER AND EXTERIOR SHEATHING. BUILDING CORNER SHALL REMAIN IN PLACE. PATCH AND REPAIR CORNER BRICK RETURN AS REQUIRED. D12 REMOVE EIFS TO WEATHER BARRIER AND EXTERIOR SHEATHING. D13 REMOVE BRICK VENEER TO WEATHER BARRIER AND EXTERIOR SHEATHING. PATCH AND REPAIR ADJACENT BRICK THAT SHALL REMAIN AS REQUIRED. D14 REMOVE GLASS BLOCK WINDOW SYSTEM ABOVE. D15 REMOVE PORTION OF CONCRETE SLAB TO BE FLUSH WITH EXTERIOR WALL SHEATHING. F1 REMOVE TILE FLOORING AND GROUT DOWN TO EXISTING CONCRETE. C1 REMOVE ACOUSTICAL PANEL CEILING SYSTEM AND CONCEATED CEILING CLOUDS LOCATED ABOVE EXISITNG LOBBY CEILING. C2 REMOVE GYPSUM SOFFITS AND ALL ASSOCIATED FRAMING. C3 REMOVE GYPSUM BOARD CEILING SYSTEM FOR ROOF FRAMING REINFORCEMENT, REFER TO STRUCTURAL DRAWINGS. D1 REMOVE CASEWORK. D2 REMOVE WALL ASSEMBLY IN ITS ENTIRETY AND AS REQUIRED TO ACCOMMODATE SCHEDULED WORK (TYPICAL ALL WALLS SHOWN AS DASHED ON PLAN). D3 APPROXIMATE LOCATION OF NEW SECOND FLOOR STRUCTURAL FRAMING. CUT OPENING IN EXISTING ROOF AND WALL ASSEMBLY AS REQUIRED TO ACCOMMODATE SCHEDULED STRUCTURAL WORK. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D4 REMOVE DOOR AND FRAME. D5 REMOVE WINDOW SYSTEM. D6 REMOVEELEVATOR, ALL ASSOCIATED COMPANENTS AND SUPPORTING STRUCTURAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D7 REMOVE STONE COPING. D8 REMOVE METAL ROOF EDGE. D9 CUT OPENINGS IN ROOF ASSEMBLY AS REQUIRED TO ACCOMODATE SCHEDULED WORK. PROVIDE SUPPLEMENTAL STRUCTURE AS REQUIRED. FOLLOWING PROTECTION FROM ELEMENTS OF NEW CONSTRUCTION, REMOVE THE REMAINDER OF THE EXISTING ROOF ASSEMBLY AND FRAMING. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D10 REMOVE PORTION OF STAIR HANDRAIL AND GUARDRAIL AS REQUIRED FOR SCHEDULED WORK. GENERAL DEMOLITION NOTES DEMOLITION LEGEND KEYED DEMOLITION NOTES 1/8" = 1'-0"A1 THIRD FLOOR DEMOLITION PLAN 1/8" = 1'-0"A7 FOURTH FLOOR DEMOLITION PLAN 0'2'4'8'16'0'2'4'8'16' ADD-01 03.02.2020 ADD-01 03.02.2020 REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 CONTRACT LIMIT LINE EXISTING DOOR PARTITIONS, DOORS AND ITEMS TO BE REMOVED EXISTING PARTITION MATCHLINE AREA NOT IN CONTRACT (NIC) SCOPE LIMIT LINE ALTERNATE WORK SCOPE AS INDICATED e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 D2 D7 D8 D9 D6 6.5 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:24 PMAD103 ROOF DEMOLITION PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction0'2'4'8'16' GENERAL DEMOLITION NOTES DEMOLITION LEGEND KEYED DEMOLITION NOTES 9 THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY THE OWNER SHALL BECOME THE CONTRACTOR’S RESPONSIBILITY TO DISPOSE OF PROPERLY. 10 SAWCUT EXISTING SLABS ON GRADE AS REQUIRED TO ACCOMMODATE SCHEDULED WORK OF ALL TRADES. PATCH AND REPAIR SLABS TO MATCH EXISTING AND PREPAIR TO RECEIVE SCHEDULED FINISH. INFILL TO MATCH EXISTING ADJACENT CONSTRUCTION AND DOWEL INTO EXISTING 4’-0” OC UNLESS OTHERWISE NOTED. 11 EXISTING CONCRETE SLABS SHALL BE PREPARED TO RECEIVE SCHEDULED WORK BY GRINDING, SCRAPING, FILLING, AND PATCHING. AT UNEVEN AREAS AND DEPRESSIONS PROVIDE PATCHING AND/OR LEVELING AS REQUIRED TO CREATE A FLAT AND LEVEL BASE CONDITION THAT IS SUITABLE FOR SCHEDULED CONSTRUCTION AND FINISHES. 12 RECYCLE ALL WOOD, GLASS, METAL, AND GYPSUM BOARD. ALL MASONRY TO BE USED AS CLEAN FILL OFF SITE. 1 THIS DEMOLITION DRAWING INDICATES MAJOR ARCHITECTURAL ITEMS FOR REMOVAL, PATCH, AND REPAIR. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND SHALL COORDINATE AND EXECUTE FULL SCOPE OF REMOVALS AS REQUIRED TO EXECUTE SCHEDULED WORK. 2 IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE ARCHITECT. 3 PROTECT/ MAINTAIN ALL EXISTING FIRE PROTECTION AND FIRE RESISTANCE RATED CONSTRUCTION. WHERE DEMOLITION OR SCHEDULED WORK DISTURBS FIRE PROTECTION, THE CONTRACTOR SHALL MAKE REPAIRS NECESSRY TO MAINTAIN REQUIRED RATING. 4 CONTRACTOR SHALL, AT ALL TIMES, PRESERVE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION AND MAINTAIN WEATHER-TIGHTNESS OF THE EXISTING ENVELOPE. 5 THE CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 6 REFER TO DRAWING OF OTHER TRADES FOR CONSTRUCTION REQUIRING SELECTIVE REMOVALS OF EXISTING CONSTRUCTION. CONTRACTOR SHALL CUT AND PATCH, OR REMOVE AND REINSTALL, EXISTING CONSTRUCTION AS REQUIRED FOR INSTALLATION OF ALL SCHEDULED WORK. 7 THE SCOPE OF ALL DEMOLITION WORK INCLUDES THE PATCHING AND PREPARATION OF THE REMAINING SURFACES TO MATCH THE EXISTING ADJACENT SURFACE MATERIAL AND FINISH OR THE PREPARATION OF THE SURFACE TO RECEIVE THE SCHEDULED WORK. 8 ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. D11 REMOVE BRICK VENEER TO WEATHER BARRIER AND EXTERIOR SHEATHING. BUILDING CORNER SHALL REMAIN IN PLACE. PATCH AND REPAIR CORNER BRICK RETURN AS REQUIRED. D12 REMOVE EIFS TO WEATHER BARRIER AND EXTERIOR SHEATHING. D13 REMOVE BRICK VENEER TO WEATHER BARRIER AND EXTERIOR SHEATHING. PATCH AND REPAIR ADJACENT BRICK THAT SHALL REMAIN AS REQUIRED. D14 REMOVE GLASS BLOCK WINDOW SYSTEM ABOVE. D15 REMOVE PORTION OF CONCRETE SLAB TO BE FLUSH WITH EXTERIOR WALL SHEATHING. F1 REMOVE TILE FLOORING AND GROUT DOWN TO EXISTING CONCRETE. C1 REMOVE ACOUSTICAL PANEL CEILING SYSTEM AND CONCEATED CEILING CLOUDS LOCATED ABOVE EXISITNG LOBBY CEILING. C2 REMOVE GYPSUM SOFFITS AND ALL ASSOCIATED FRAMING. C3 REMOVE GYPSUM BOARD CEILING SYSTEM FOR ROOF FRAMING REINFORCEMENT, REFER TO STRUCTURAL DRAWINGS. D1 REMOVE CASEWORK. D2 REMOVE WALL ASSEMBLY IN ITS ENTIRETY AND AS REQUIRED TO ACCOMMODATE SCHEDULED WORK (TYPICAL ALL WALLS SHOWN AS DASHED ON PLAN). D3 APPROXIMATE LOCATION OF NEW SECOND FLOOR STRUCTURAL FRAMING. CUT OPENING IN EXISTING ROOF AND WALL ASSEMBLY AS REQUIRED TO ACCOMMODATE SCHEDULED STRUCTURAL WORK. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D4 REMOVE DOOR AND FRAME. D5 REMOVE WINDOW SYSTEM. D6 REMOVEELEVATOR, ALL ASSOCIATED COMPANENTS AND SUPPORTING STRUCTURAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D7 REMOVE STONE COPING. D8 REMOVE METAL ROOF EDGE. D9 CUT OPENINGS IN ROOF ASSEMBLY AS REQUIRED TO ACCOMODATE SCHEDULED WORK. PROVIDE SUPPLEMENTAL STRUCTURE AS REQUIRED. FOLLOWING PROTECTION FROM ELEMENTS OF NEW CONSTRUCTION, REMOVE THE REMAINDER OF THE EXISTING ROOF ASSEMBLY AND FRAMING. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. D10 REMOVE PORTION OF STAIR HANDRAIL AND GUARDRAIL AS REQUIRED FOR SCHEDULED WORK. 1/8" = 1'-0"A7 ROOF DEMOLITION PLAN REVISION SCHEDULE NAME DATE RS1EWS1 EWS3 1_ 1A 1B 1C 1D 2_ 2A 2B 2C 5 6FS1 EWS2FS3 4_ 4A 4B 4C EWS1A EWS3A FS43FS2 101 ROOM NAME A101 1 1 A101 1 DETAIL ENLARGEMENT WALL SECTION BUILDING SECTION DETAIL SECTION 1 INTERIOR ELEVATION DOOR TAG WALL TAG ROOM IDENTIFICATION WINDOW & LOUVER TAG EXISTING DOOR DOOR FULL HEIGHT PARTITION PARTIAL HEIGHT PARTITION KEYED NOTE FLOOR ELEVATION 1001 1 REVISION CLOUD & TAG PLAN ELEVATION50'-6" WORKING POINTWP A101 SIM A1 A2 A3 A4 DIMENSION TO THE FACE OF FRAMING AT NEW CONSTRUCTION, TYP. DIMENSION TO THE FACE OF FINISH AT EXISTING CONSTRUCTION DIMENSION TO THE FACE OF FINISH 1 EXISTING PARTITION NAME DATE 1 A101 1 A101 NAME ELEVATION AAP AREA ALARM PANEL ACP ACOUSTICAL CEILING PANEL AFF ABOVE FINISH FLOOR CI CONTINUOUS INSULATION CL CENTERLINE CLL CONTRACT LIMIT LINE CLR CLEAR ETR EXISTING TO REMAIN EJ EXPANSION JOINT FEC FIRE EXTINGUISHER CABINET GA GAUGE HR HOUR MAX MAXIMUM MIN MINIMUM MIR MIRRORED MO MASONRY OPENING ARCHITECTURAL SYMBOLS NIC NOT IN CONTRACT NPS NOMINAL PIPE SIZE NR NOT REQUIRED OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OPP OPPOSITE RD ROOF DRAIN SF SQUARE FOOT SIM SIMILAR SQ IN SQUARE INCHES TYP TYPICAL UON UNLESS OTHERWISE NOTED ZVB ZONE VALVE BOX ABBREVIATIONS CONTRACT LIMIT LINE MATCHLINE AREA NOT IN CONTRACT (NIC) ALTERNATE WORK SCOPE AS INDICATED1 1/2"1/2"FULLY ADHERED MEMBRANE ROOFING COVER BOARD POLYISOCYANURATE BOARD INSULATION VAPOR RETARDERR-30 MIN6"TAPERED INSULATION WHERE INDICATED ON ROOF PLAN SUBSTRATE BOARD METAL DECK 1 HR RATED PER UL DESIGN P519 STEEL JOIST FURRING CHANNEL GYPSUM BOARD 5/8"7/8"REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION1/2"6"5/8" GYPSUM BOARD CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION GLASS-MAT GYPSUM SHEATHING 1 3/4" POLYISOCYANURATE BOARD INSULATION MASONRY UNIT, SEE EXTERIOR ELEVATIONS FOR TYPE 3 5/8" CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM 3 1/2" 5/8" 2" PROVIDED 0.041 REQUIRED 0.064U-FACTOR 2015-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. PROVIDEDREQUIREDR-VALUE 2015-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. CAVITY CONTINUOUS 11.47.5 1313 TOTAL 24.420.5 AIR SPACE, WEEPED AND VENTED 6"5/8" GYPSUM BOARD CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM 3 1/2" 5/8"2 1/4" PROVIDED 0.043 REQUIRED 0.064U-FACTOR 2015-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. PROVIDEDREQUIREDR-VALUE 2015-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. CAVITY CONTINUOUS 107.5 1313 TOTAL 2320.5 POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U425 • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 OR U425 • ACOUSTICAL PERFORMANCE -STC 49+ • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 5/8"VARIES 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM BOARD SOUND ATTENUATION BLANKET GYPSUM BOARD SEALANT, BOTH SIDES, ENTIRE PERIMETER METAL STUDS @ 16" OC WALL BASE, SEE FINISH SCHEDULE 3-5/8" STUD 6" STUD 3-5/8" STUD, NO SOUND ATTENUATION BLANKET 3-5/8" STUD, NO SOUND ATTENUATION BLANKET, GYPSUM BOARD TO 6" ABOVE CEILING 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS VARIES SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 1-5/8" STUD 3-5/8" STUD 6" STUD CEILING PLANE, SEE REFLECTED CEILING PLANS 2 1/2"(2) 5/8" 1" SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM LINER METAL CH STUD GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U415, REFER TO NER-258 FOR HORIZONTAL APPLICATIONS • ACOUSTICAL PERFORMANCE -STC 38 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED CEILING PLANE, SEE REFLECTED CEILING PLANS WALL BASE, SEE FINISH SCHEDULE GYPSUM BOARD WALL CONSTRUCTION6"UNDISTURBED EARTH CONCRETE SLAB REFER TO FINISH PLANS FOR FLOOR FINISH VAPOR RETARDER REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM STRUCTURAL FILL 6"5/8" GYPSUM BOARD CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION GLASS-MAT GYPSUM SHEATHING 3 3/4" POLYISOCYANURATE BOARD INSULATION MASONRY UNIT, SEE EXTERIOR ELEVATIONS FOR TYPE 3 5/8" CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM 3 1/2" 5/8" 2" PROVIDED 0.041 REQUIRED 0.064U-FACTOR 2015-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. PROVIDEDREQUIREDR-VALUE 2015-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. CAVITY CONTINUOUS 11.47.5 1313 TOTAL 24.420.5 AIR SPACE, WEEPED AND VENTED REFER TO FINISH PLANS FOR FLOOR FINISH CONCRETE SLAB METAL DECK REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM 3 HR RATED PER UL DESIGN D7594 1/2"2"SPRAYED FIRE-RESISTIVE MATERIAL CEILING PLANE, SEE REFLECTED CEILING PLANS (2) 5/8"VARIES (2) 5/8" • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 OR U425 • ACOUSTICAL PERFORMANCE -STC 56 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, BOTH SIDES, ENTIRE PERIMETER 3-5/8" STUD 6" STUD 8" STUD (2) 5/8"6" GYPSUM BOARD CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION GLASS-MAT GYPSUM SHEATHING 1 3/8" POLYISOCYANURATE BOARD INSULATION MASONRY UNIT, SEE EXTERIOR ELEVATIONS FOR TYPE 3 5/8" CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM 3 1/2" (2) 5/8" 2" PROVIDED 0.041 REQUIRED 0.064U-FACTOR 2015-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL . PROVIDEDREQUIREDR-VALUE 2015-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL . CAVITY CONTINUOUS 11.47.5 1313 TOTAL 24.420.5 AIR SPACE, WEEPED AND VENTED • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U425 CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM 3 1/2" (2) 5/8"6" (2) 5/8" 2 1/4" PROVIDED 0.043 REQUIRED 0.064U-FACTOR 2015-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. PROVIDEDREQUIREDR-VALUE 2015-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS -CLIMATE ZONE 6 - METAL FRAMED WALL. CAVITY CONTINUOUS 107.5 1313 TOTAL 2320.5 POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U425 REFER TO FINISH PLANS FOR FLOOR FINISH CONCRETE SLAB METAL DECK REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM 1 HR RATED PER UL DESIGN G5613 1/2"1"GYPSUM BOARD STEEL JOIST 5/8"7/8" MINFURRING CHANNEL OR SUSPENSION SYSTEM TYPICAL THROUGHOUT PROJECT UNLESS NOTED OTHERWISE, REFER TO PLANS AND STRUCTURAL DRAWINGS FOR FURTHER INFORMATION RATED AS REQUIRED BY CODE CONFORMANCE DRAWINGS: UL DESIGN X790 SPRAYED FIRE-RESISTIVE MATERIAL TUBE STEEL COLUMN WIDE FLANGE STEEL COLUMN SPRAYED FIRE-RESISTIVE MATERIAL RATED AS REQUIRED BY CODE CONFORMANCE DRAWINGS: UL DESIGN X790 FLOOR ABOVE WHERE APPLICABLE RATED AS REQUIRED BY CODE CONFORMANCE DRAWINGS: REFER TO FLOOR SYSTEM DRAWINGS FOR UL DESIGN WIDE FLANGE STEEL BEAM SPRAYED FIRE-RESISTIVE MATERIAL REFER TO PLANS AND STRUCTURAL DRAWINGS FOR LOCATION AND FURTHER INFORMATION RATED AS REQUIRED BY CODE CONFORMANCE DRAWINGS: UL DESIGN X104 AND X106 FIRE-TROL COLUMN CEILING PLANE, SEE REFLECTED CEILING PLANS 2 1/2" 5/8" 3 5/8"5/8" 1" SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM LINER METAL CH STUD WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U415, REFER TO NER-258 FOR HORIZONTAL APPLICATIONS • ACOUSTICAL PERFORMANCE -STC 45 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED GLASS-FIBER BLANKET INSULATION SEALANT, ENTIRE PERIMETER SEALANT, ENTIRE PERIMETER GYPSUM BOARDGYPSUM BOARD METAL STUDS @ 16" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION REFER TO PLANS AND STRUCTURAL DRAWINGS FOR LOCATION AND FURTHER INFORMATION RATED AS REQUIRED BY CODE CONFORMANCE DRAWINGS: UL DESIGN X526 GYPSUM BOARD TUBE STEEL COLUMN CORNERBEAD REFER TO FINISH PLANS FOR FLOOR FINISH CONCRETE SLAB METAL DECK REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM 2 HR RATED PER UL DESIGN D7594 1/2"2"SPRAYED FIRE-RESISTIVE MATERIAL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/17/2020 10:20:03 AMA001 GENERAL NOTES, KEY PLANS AND WALL TYPES 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 ALL WORK IS NEW UNLESS NOTED AS EXISTING. 2 ANY DISCREPANCY CONTAINED WITHIN ANY OF THE DOCUMENTS SHALL BE UNDERSTOOD TO MEAN THAT THE GREATER QUANTITY AND OR THE BETTER QUALITY SHALL BE PROVIDED IN THE FAVOR OF THE OWNER. 3 REFER TO CODE CONFORMANCE DRAWINGS FOR REQUIRED FIRE RATED CONSTRUCTION. 4 PROTECT/MAINTAIN ALL EXISTING FIRE PROTECTION AND FIRE RESISTANCE RATED CONSTRUCTION. WHERE SCHEDULED WORK DISTURBS FIRE PROTECTION, THE CONTRACTOR SHALL MAKE REPAIRS NECESSARY TO MAINTAIN REQUIRED RATING. WHERE ANY CONSTRUCTION ACTIVITY DISRUPTS ANY ACTIVE LIFE SAFETY SYSTEMS, THESE MUST BE COORDINATED AT A TIME OF MINIMUM DISRUPTION TO THE OWNER AND WITH AT LEAST FOURTEEN (14) DAYS NOTICE. 5 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (EXISTING AND SCHEDULED CONSTRUCTION) AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 6 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. 7 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILAR DETAILS AND DRAWINGS. 8 DIMENSIONS NOTED "EQ" ARE EQUAL TO EACH OTHER ONLY IF THEY ARE ON THE SAME DIMENSION STRING AND IN THE SAME ROW. 9 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY, ACTUAL ROOM NUMBERING TO BE COORDINATED WITH THE OWNER PRIOR TO ANY SCHEDULING OR LABELING. ALL EQUIPMENT LABELING AND SCHEDULING SHALL BE FORMATTED AS DIRECTED BY OWNER. 10 ANY PORTION OF THE PROJECT WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED. 11 MAINTAIN MEANS OF EGRESS, KEEPING IT FULLY SEPARATED FROM CONSTRUCTION AREA AT ALL TIMES WITH A 1-HOUR FIRE RESISTANT RATED BARRIER (U L DESIGN 309) 12 PROVIDE A FRAMED, DUST PROOF BARRIER TO SEPARATE CONSTRUCTION AREA FROM THE REST OF THE FACILITY AT ALL TIMES. PROVIDE TEMPORARY FILTERS, AND/OR NEGATIVE AIR, AS REQUIRED TO PREVENT THE SPREAD OF DUST, FUMES, AND ODORS THROUGHOUT THE BUILDING. UPON COMPLETION OF THE WORK, REMOVE AND REPAIR ANY DAMAGE CAUSED BY THE UNSTALLATION/PRESENCE OF THE TEMPORARY BARRIER TO A NEW-LIKE CONDITION. GENERAL NOTES 1 1/2" = 1'-0"H9 ROOF SYSTEM #1 - POLYISO INSULATION WITH TAPERED 1 1/2" = 1'-0"F1 EWS #1 - METAL STUD W/ BRICK VENEER 1 1/2" = 1'-0"F8 EWS #3 - METAL STUD W/ EIFS 1 1/2" = 1'-0"C3 IWS #1 - METAL STUD W/ GYPSUM BOARD EACH SIDE 1 1/2" = 1'-0"C5 IWS #2 - METAL STUD W/ GYPSUM BOARD ONE SIDE 1 1/2" = 1'-0"A4 IWS #5 - 2 HR SHAFTWALL 1 1/2" = 1'-0"A5 IWS #6 - GYPSUM BOARD LAMINATION 1 1/2" = 1'-0"H1 FLOOR SYSTEM #1 - SLAB-ON-GRADE 1 1/2" = 1'-0"F6 EWS #2 - METAL STUD W/ BRICK VENEER 1 1/2" = 1'-0"H5 FLOOR SYSTEM #3 - CONCRETE ON METAL 1 1/2" = 1'-0"C8 IWS #4 - METAL STUD W/ 2 LAYERS GYPSUM BOARD EACH SIDE 1 1/2" = 1'-0"F4 EWS #1A - METAL STUD W/ BRICK VENEER 1 1/2" = 1'-0"C1 EWS #3A - METAL STUD W/ EIFS 1 1/2" = 1'-0"H7 FLOOR SYSTEM #4 - CONCRETE ON METAL 1 1/2" = 1'-0"B9 FIRE PROTECTED COLUMN 1 1/2" = 1'-0"A9 FIRE PROTECTED COLUMN 1 1/2" = 1'-0"B8 FIRE PROTECTED BEAM 1 1/2" = 1'-0"A8 FIRE PROTECTED COLUMN 1 1/2" = 1'-0"C7 IWS #3 - 1 HR SHAFTWALL W/ METAL STUD WALL FURRING 1 1/2" = 1'-0"A7 FIRE PROTECTED COLUMN REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"H2 FLOOR SYSTEM #2 - CONCRETE ON METAL UP e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 A7 A311 N002 MECHANICAL ROOM N001 LEASEABLE STORAGE SPACE A451 A6 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O A2 A312 A2 A311 A7 A312 N003 ELECTRICAL ROOM ST3 STAIR 3 ST1 A1 A313 N001 N002 N003 1 M 1.9 ELEV ALIGN ALIGNALIGN5'-8 3/8"2'-9 5/8"10'-9"7'-1"7'-0 1/2" 5'-8" 1B 1A 1A 1A 1A1A 1A 1A 1A 1A 1A FEC ALIGN1A 6.5 FEC FECFIRE EXTINGUISHER CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTRIC PANEL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:22:14 PMA100 BASEMENT FLOOR PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 1/8" = 1'-0"A5 BASEMENT FLOOR PLAN 0'2'4'8'16' 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 INFILL EXISTING OPENING WITH CONSTRUCTION TO MATCH SIDE THAT WILL BE EXPOSED FOLLOWING SCHEDULED WORK. 2 FILL STUD CAVITY WITH CLOSED-CELL SPRAY APPLIED FOAM INSULATION. 3 INSTALL BRICK FINISH ON EXISTING 409 COLLEGE AVE EXTERIOR WALL CONSTRUTION. SEE EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 4 INSTALL GLASS-MAT GYPSUM SHEATHING, CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM AND POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ON FACE OF STRUCTURAL WALL. REFER TO EWS3 ON SHEET A001 FOR FURTHER INFORMATION. 5 INSTALL STEEL PLATE ATTACHED TO TOP OF STAIR STRINGER AS REQUIRED TO REDUCE SPACE BETWEEN STRINGER AND FINISHED WALL TO 1/2". FINISH TO MATCH METAL STAIR AND RAILING. REVISION SCHEDULE NAME DATE DN UPUP UP UP DN DN UP FECFIRE EXTINGUISHER CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTRIC PANEL e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 A201 A7 A201 F6 ELEVELEV ST1 EXISTING STAIR 1 N107 LOADING ZONE A201 A1 N106 TRASH/ RECYCLE N104 LEASABLE SPACE A7 A311 A451 C6 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O A2 A312 A2 A311 A7 A312 N105 CORRIDOR N103 LEASING OFFICE ST3 STAIR 3 ST2 N106A N104 N104A ST3 N106 N104B N107 N104 A7 A313 A1 A313 A501 G1 A501 G3 A501 G3 A501 G7 A501 G10 A654 G8 A501 E11 N105A N104C N108 WATER METER SIM N108 1 M NEW CONSTRUCTION EXISTING BUILDING FACE OF EIFS N105 1.9 A001 A8 A001 A8 A001 A8 A001 A8 A001 A8 A001 A8 A001 A8 FE N102 LOBBY RECESSED MAILBOXES EXPANSION JOINT FOLDING SECURITY GATE N101 RECEPTION UP UPUP N103 N100 VESTIBULE 90'-5 3/4"12'-1 1/8"3'-1 1/4"4'-11 3/8"24'-9 5/8"1'-2 1/4"A501 E8 73°4'-6 3/8"5'-10 7/8"3 3/4"ALIGNALIGNALIGN2'-6 1/2"ALIGNALIGNALIGNALIGN 10'-4 5/8"14'-1 1/2"7'-0" CLRALIGN1'-1 3/8"1'-9 3/8"1'-4 1/2"7'-3"1'-0 1/4"1'-0 1/4"2'-8 1/4" ±1'-2 1/4"6'-1" 9'-3 7/8"1'-6 1/4"ALIGN5'-7 1/4"5'-4 7/8"5'-4 7/8" LEVEL LANDING SLOPE 1:9± SLOPE 1:9±SLOPE1:9±LEVEL LANDING 5'-4 1/2"2 7/8"103'-2 1/4"8"8"62'-4 3/4" EXISTING BUILDINGNEW CONSTRUCTION 1'-7 5/8"8"9'-0" MO 8"2'-8"8"9'-0" MO 8"2'-8"8"9'-0" MO 8"2'-8"8"9'-0" MO 8"2'-4 3/8" 5 1A EWS3 EWS3 EWS3 1A 1A 2A 4A 2A 2B 2A 2B 2B 1A 1A 4A 1A 2A 2A 2A4A 4A 2A 2A 5 5 5 EWS1A 4B 1A 1A1A EWS1 6 1'-2 3/8" 2A 2A 2A 3 2B 2 SIM SIM 16 N101 24 A6 A31414'-3"4A H3 A451 H3 A451 TYP TYP TYP A3 A314 6.5 A101 G2 A251 A5 A251 A3 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 A201 A7 A201 F6 OPEN TO BELOW A201 A1 N210A BEDROOM N203A TOILET N202 STUDIO N202A TOILET N207A BEDROOM N207B TOILET N206 LIVING N203 STUDIO N204 STUDIO N204A TOILET N207 LIVING N208 LIVING N209 'A' LIVING N210 LIVING N208A BEDROOM N206A BEDROOM ELEV N211 ELEC N213 MECH N209A 'A' BEDROOM N214 FITNESS ROOM ELEV N212 TRASH N201 STUDIO N201A TOILET N208B TOILET N209B 'A' TOILET N210B TOILETN206B TOILET N205B 'A' BEDROOM N205C 'A' TOILET N205 'A' LIVING N205A 'A' BEDROOM A7 A311 A451 D6 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O A2 A312 A2 A311 A7 A312 N215 CORRIDOR ST3 STAIR 3 N209 N210 N213 N202 N206 N203N204N205 N208 N211 N212 N201 ST4 N207 ST1 EXISTING STAIR 1 N214 A7 A313 A1 A313 1 1 1 8"2'-8" 3'-0" MO 11 5/8" 3'-0" MO 2'-8 3/8"2'-3 5/8" 9'-0" MO 1'-7 3/4" 8 3/8" 1'-7 3/4" 9'-0" MO 1'-7 3/4" 8 3/8" 1'-7 3/4" 9'-0" MO 2'-4"2'-8 3/8" 3'-0" MO 11 5/8" 3'-0" MO2'-8"8 3/8" 74'-9 1/4" NEW CONSTRUCTION EXISTING BUILDING 1 1 NEW CONSTRUCTION EXISTING BUILDING 3'-0"7'-0 3/4"3'-6" 1'-1" 3'-6"9'-11"3'-6" 1'-1" 3'-6"9'-2"3'-6" 1'-1" 3'-6"9'-3 1/2"3'-6" 1'-1" 3'-6"4'-9 7/8"7 5/8"29'-9"1'-2 1/4"2 7/8"103'-2 3/4"A654 G8 A501 E3 OPP A501 E2 A501 E773°SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 1B 1B1B1B 4B 1B 4B 1C 1C 1C 1A 1C 5 5 1A 6 1B 1B 1B 6 2B 1B EWS1A EWS1 EWS3 1B 1B 1B 1B 1B 4B 6 6ALIGNALIGNALIGN ALIGNALIGN 30'-4" ±4'-4 5/8"5'-7 1/4"10'-0 1/4"6'-9 1/4"5'-4 7/8"40'-2"5'-7 3/8"17'-3 1/2"17'-3 1/2"17'-1 3/8" ± EXTERIOR SHEATHING 8 5/8" ± FROM FACE OF EXISITNG 21'-5 3/8" ±13'-1 1/8"13'-1 1/8"13'-1 1/8"7'-9 1/4"5'-4 5/8"EXTERIOR SHEATHING 9 1/8" ± FROM FACE OF EXISITNG EWS1 EWS2 EWS1 1B 1B 1'-6"90°A501 C8 1A 5'-6 3/4"ALIGN17 18 FACE OF EXTERIOR SHEATHING FACE OF BRICK 1B 5 2'-6 1/2"9'-6 1/2" 6 4B 1 M 1 1/2" 2 2 2 2 2 FEC FEC 103'-0 3/8" 1.9 EXPANSION JOINTN216 SIM SIM ALIGN4B 2B 2 A001 A8 A001 A8 A001 A8 A001 A8 A001 A7 A001 A8 1C A001 A8 A001 A8 5'-1 3/8"N215 N216 CORRIDOR N217 CORRIDOR N217 A6 A314 A1 A502 SIM SIM A501 E2 A501 E3 A501 E5 A501 C11 A3 A314 6.5 H8 FOLDING SECURITY GATE 2'-0"5'-2 3/8" A251 A5 A251 A3 N101 RECEPTION 8 6 ° H5 A551 2'-10" CLR 3' - 6" 3' - 6 " 3' - 6" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:22:21 PMA101 FIRST AND SECOND FLOOR PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 INFILL EXISTING OPENING WITH CONSTRUCTION TO MATCH SIDE THAT WILL BE EXPOSED FOLLOWING SCHEDULED WORK. 2 FILL STUD CAVITY WITH CLOSED-CELL SPRAY APPLIED FOAM INSULATION. 3 INSTALL BRICK FINISH ON EXISTING 409 COLLEGE AVE EXTERIOR WALL CONSTRUTION. SEE EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 4 INSTALL GLASS-MAT GYPSUM SHEATHING, CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM AND POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ON FACE OF STRUCTURAL WALL. REFER TO EWS3 ON SHEET A001 FOR FURTHER INFORMATION. 5 INSTALL STEEL PLATE ATTACHED TO TOP OF STAIR STRINGER AS REQUIRED TO REDUCE SPACE BETWEEN STRINGER AND FINISHED WALL TO 1/2". FINISH TO MATCH METAL STAIR AND RAILING. 1/8" = 1'-0"A1 FIRST FLOOR PLAN GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEYED CONSTRUCTION NOTES 1/8" = 1'-0"A7 SECOND FLOOR PLAN 0'2'4'8'16' KEY PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE ALIGN 1/4" = 1'-0"G2 ENLARGED PLAN AT RECEPTION DN UP DNUP DN UPUP DNUPD D D D WWWWWWWWW e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 A201 A7 A201 F6 A201 A1 N302A TOILET N303 STUDIO N303A TOILET N304A TOILET N315 ELEC N314 TRASH N301A TOILET N309A BEDROOM N309B TOILET N311 LIVING N310 LIVING N309 LIVINGN308B BEDROOM N308A BEDROOM N307A TOILET N306 STUDIO N305C TOILET N304 STUDIO N302 STUDIO N301 STUDIO ELEV ELEV N316 AMENITY N306A TOILET A7 A311 A451 F6 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O A2 A312 A2 A311 A7 A312 A6 A314 N305 LIVING N305B BEDROOM N307 STUDIO N308 LIVING N305D CLOSET N308C TOILET N312 LIVING N312B BEDROOM N312A BEDROOM N312C TOILET N311A BEDROOM N311C TOILET N311B BEDROOM N310A BEDROOM N310C TOILET N310B BEDROOM N305A BEDROOM N317 CORRIDOR ST3 STAIR 3 N311 N312 N302N303N304 N308 N315 N310 N301 N305 N306 N307 ST5 N309 ST1 EXISTING STAIR 1 N316 A7 A313 NEW CONSTRUCTION EXISTING BUILDING NEW CONSTRUCTION EXISTING BUILDING 8"2'-8"3'-0" MO 11 5/8" 3'-0" MO 2'-8 3/8"2'-3 5/8" 9'-0" MO 1'-7 3/4" 8 3/8" 1'-7 3/4" 9'-0" MO 1'-7 3/4" 8 3/8" 1'-7 3/4" 9'-0" MO 2'-4"2'-8 3/8" 3'-0" MO 11 5/8" 3'-0" MO2'-8"8 3/8" 74'-9 1/4"7 5/8"110'-9 1/8" 3'-8 1/8"3'-0"6'-8"3'-0"11'-5 3/8"3'-0"7'-0 3/4"3'-6" 1'-1" 3'-6"9'-11"3'-6" 1'-1" 3'-6"9'-2"3'-6" 1'-1" 3'-6"9'-3 1/2"3'-6" 1'-1" 3'-6"4'-9 7/8"1 1/2" 90°100'-7 3/8"A501 E5 A501 E3 A501 E2 A501 E2 A501 E3 OPP A501 C11 A501 E7 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 4B1B1B1B 1B2B1B 1B 5 6 6 1B 1B 1B 1B EWS3 1B1B 6 1C 1C 5 5 1A 1A 1B 1B 1B 1B 4B1B1B1B1B EWS1 EWS2 EWS1 1B 1B 1B A501 C8 A501 C8 A501 C8 1B 6 ALIGN ALIGN ALIGNALIGNALIGNALIGN± 22'-0 5/8"13'-1 1/8"13'-1 1/8"13'-1 1/8"13'-1 3/4"EXTERIOR SHEATHING 9 1/8" ± FROM FACE OF EXISTING 5'-7 1/4" 17'-3 1/2"17'-3 1/2"17'-1 3/8" ± EXTERIOR SHEATHING 8 5/8" ± FROM FACE OF EXISITNG 30'-5 1/4" 9'-6 1/2"4'-11 5/8"5'-7 1/4"30'-4" ±4'-4 5/8"5'-7 1/4"6'-4 3/4"6'-4 3/4"5'-4 7/8"44'-2 1/8"5'-6 3/4"14'-1 1/8"14'-7 1/8"34'-8 5/8" ±19 20 FACE OF BRICK FACE OF EXTERIOR SHEATHING ALIGN 5 ALIGNALIGN 1'-9 1/8" 1A 1C2'-6 1/2"ALIGN 5 1 M FEC FEC 1 1 1 1 1 2 2 2 2 2 A1 A313 1.9 N31473°N313 LAUNDRY UTILITY N313 1A N318 EXPANSION JOINT 4B A501 C9 A001 A8 A001 A8 A001 A8 A001 A8 N317 N319 N318 CORRIDOR N319 CORRIDOR A001 A7 A001 A7 1A 6.5 A501 C4 ADD-01 03.02.2020 ADD-01 03.02.2020 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 A201 A7 A201 F6 A201 A1 N415 ELEC ELEV ELEV N416 LAUNDRY 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A451 F6 A B C D E F G H J K L N O A6 A314 N412B BEDROOM N412A BEDROOM N412C TOILET N412 LIVING N411B BEDROOM N411A BEDROOM N411C TOILET N411 LIVING N410B BEDROOM N410A BEDROOM N410C TOILET N410 LIVINGN409A BEDROOM N409B TOILET N409 LIVINGN408B BEDROOM N408A BEDROOM N408 LIVING N408C TOILET N407A TOILETN407 STUDIO N406 STUDIO N406A TOILET N405C TOILET N405 LIVING N405B BEDROOM N405D CLOSET N405A BEDROOM N402A TOILET N403 STUDIO N403A TOILET N404A TOILET N401A TOILET N404 STUDIO N402 STUDIO N401 STUDIO N417 CORRIDOR ST1 STAIR 1 A452 G6 ST3 STAIR 3 N411 N412 N408 N415 N410 ST6 N409 N407 N406 N405 N404 N401 N402N403 A2 A311 A7 A311 A7 A313 A2 A312 A7 A312 1 NEW CONSTRUCTION EXISTING BUILDING NEW CONSTRUCTION EXISTING BUILDING 8"2'-8"3'-0" MO 11 5/8" 3'-0" MO 2'-8 3/8"2'-3 5/8" 9'-0" MO 1'-7 3/4" 8 3/8" 1'-7 3/4" 9'-0" MO 1'-7 3/4" 8 3/8" 1'-7 3/4" 9'-0" MO 2'-4"2'-8 3/8" 3'-0" MO 11 5/8" 3'-0" MO2'-8"8 3/8" 74'-9 1/4"7 5/8"3'-8 1/8"3'-0"6'-8"3'-0"11'-5 3/8"3'-0"7'-0 3/4"3'-6" 1'-1" 3'-6"9'-11"3'-6" 1'-1" 3'-6"9'-2"3'-6" 1'-1" 3'-6"9'-3 1/2"3'-6" 1'-1" 3'-6"4'-9 7/8"1 1/2" 110'-9 1/8"100'-7 3/8"90° A501 E3 A501 E2 A501 E2 A501 E3 OPP A501 C11 A501 E7 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A401 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 ± 22'-0 5/8"13'-1 1/8"13'-1 1/8"13'-1 1/8"13'-1 3/4"EXTERIOR SHEATHING 9 1/8" ± FROM FACE OF EXISITNG 5'-7 1/4" 17'-3 1/2"17'-3 1/2"± 17'-1 3/8"EXTERIOR SHEATHING 8 5/8" ± FROM FACE OF EXISTING 30'-5 1/4"5'-7 1/4"± 30'-4"4'-4 5/8"5'-7 1/4"6'-4 3/4"6'-4 3/4"5'-4 7/8"44'-2 1/8"5'-6 3/4"14'-1 1/8"14'-7 1/8"± 34'-8 5/8"4B1B1B 1B 1B2B1B 1B 6 6 1B 1B 1B 1B EWS3 1B 1C 1C 5 5 1C 1C 1B 1B 1B 4B1B1B1B1B EWS1 EWS1 1B 1B 1B 1B 6 ALIGN ALIGNALIGN1B A501 C8 A501 C8 A501 C8 EWS2 21 22 FACE OF BRICK FACE OF EXTERIOR SHEATHING ALIGN5 ALIGN ALIGN 1C 1'-10 3/4"9'-6 1/2"4'-11 5/8"2'-6 1/2"5 1'-9 1/8" 5 ALIGN ALIGN 1 M FEC FEC A1 A313 N414 TRASH N414 1C N413 STORAGE N413 1.9 N416 2B 63 3 3 6 5/8" ALIGN73°EXPANSION JOINT 4B A001 A8 A001 A8 A001 A8 A001 A8 A501 C9 A001 A7 A001 A7 1A A501 E5 6.5 N417 ADD-01 03.02.2020 ADD-01 03.02.2020 A501 C4 FECFIRE EXTINGUISHER CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTRIC PANEL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:44:50 AMA102 THIRD AND FOURTH FLOOR PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A1 THIRD FLOOR PLAN GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEYED CONSTRUCTION NOTES 1/8" = 1'-0"A7 FOURTH FLOOR PLAN 0'2'4'8'16' KEY PLAN 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 INFILL EXISTING OPENING WITH CONSTRUCTION TO MATCH SIDE THAT WILL BE EXPOSED FOLLOWING SCHEDULED WORK. 2 FILL STUD CAVITY WITH CLOSED-CELL SPRAY APPLIED FOAM INSULATION. 3 INSTALL BRICK FINISH ON EXISTING 409 COLLEGE AVE EXTERIOR WALL CONSTRUTION. SEE EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 4 INSTALL GLASS-MAT GYPSUM SHEATHING, CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM AND POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ON FACE OF STRUCTURAL WALL. REFER TO EWS3 ON SHEET A001 FOR FURTHER INFORMATION. 5 INSTALL STEEL PLATE ATTACHED TO TOP OF STAIR STRINGER AS REQUIRED TO REDUCE SPACE BETWEEN STRINGER AND FINISHED WALL TO 1/2". FINISH TO MATCH METAL STAIR AND RAILING. 0'2'4'8'16' REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 DN DN UP DNUP DN UP DN e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 A201 A7 A201 F6 A201 A1 N508 LIVING N508A BEDROOM N508B BEDROOM N505 LIVING N515 AMENITY N513 ELEC N508C BEDROOM N508D TOILET N507C TOILET N505A BEDROOM N505B BEDROOM N505C TOILET ELEV ELEV N507B BEDROOM N507A BEDROOM N507 LIVING 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A201H1 A451 F6 A B C D E F G H J K L N O C11 A314 A6 A314 N511B BEDROOM N511A BEDROOM N511C TOILET N511 LIVING N510B BEDROOM N510A BEDROOM N510C TOILET N510 LIVING N509B BEDROOM N509A BEDROOM N509C TOILET N509 LIVING N506 STUDIO N506A TOILET N502A TOILET N503 STUDIO N503A TOILET N504A TOILET N501A TOILET N504 STUDIO N502 STUDIO N501 STUDIO N516 CORRIDOR A452 G9 ST3 STAIR 3 N513 N505 N507 ST7 N508 N510 N511 N509 N506 N504 N502N503 ST8 ST1 STAIR 1 N515 A2 A311 A7 A311 A7 A313 A2 A312 A7 A312 NEW CONSTRUCTION EXISTING BUILDING NEW CONSTRUCTION EXISTING BUILDING SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 8"73'-9 1/4"1'-2 1/4" 3'-0" MO 5'-11 3/8" 3'-0" MO 11 5/8" 3'-0" MO 5'-4 1/8" 3'-8" MO 11 5/8" 3'-8" MO 4'-8 3/8" 3'-8" MO 11 5/8" 3'-8" MO 4'-8 3/8" 3'-8" MO 11 5/8" 3'-8" MO 5'-4 5/8" 3'-0" MO 11 5/8" 3'-0" MO 3'-0 3/4" 3 5/8"8"29'-2 5/8"17'-6"49'-1 1/4"8 7/8"3'-6" 1'-1" 3'-6" 1'-7" 3'-6" 1'-1" 3'-6"6'-10 3/8"3'-0"6'-0 5/8"3'-0"5'-7"3'-0"7'-4 7/8"3'-6" 1'-1" 3'-6"9'-2"3'-6" 1'-1" 3'-6"9'-3 1/2"3'-6" 1'-1" 3'-6"4'-1 1/4"8 5/8"73°5'-9 1/8"3'-8" MO11 5/8"3'-8" MO4'-5 3/4"9'-1" MO5'-0 1/8"3'-0" MO11 5/8"3'-0" MO5'-1 1/4"9'-1" MO5'-0 1/8"3'-0" MO11 5/8"3'-0" MO8'-1 1/4"3'-0" MO5'-0 1/8"9'-1" MO6'-10 3/4" ±90°EWS1A EWS3A EWS3A EWS3A EWS3A EWS3 EWS1 EWS1 1B1B1B 1B6 6 1B 1B 1B 1C 1C 5 5 1C 1C 1B 1B1B 6 ALIGNALIGN ALIGNALIGNALIGN1B 1B 1B 4B 1B 1B 5'-6 3/4"1'-0 5/8"27'-10 1/4" ±5'-7 1/4"6'-4 3/4"6'-4 3/4"5'-4 7/8"44'-2 1/8"N501 5'-7 1/4" 17'-3 1/2"17'-3 1/2"17'-1 3/8" ±5'-7 1/4"14'-7 1/8"27'-10 1/4" ±21'-4 1/4" ±13'-1 1/8"13'-1 1/8"13'-1 1/8"13'-1 3/4" 20 23 FACE OF BRICK FACE OF EXTERIOR SHEATHING 10'-8 5/8"7 5/8"102'-2 1/4" 5 ALIGNALIGN 6 ALIGN 1'-10 3/4"9'-6 1/2" 1C2'-6 1/2"1'-9 1/8" 5 5 1 M FEC FEC +6"±7.25"±7.25"±1 2 .7 5 " ±1 2 .7 5 " ±12"SLOPE1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE1/4" PER FOOT+6"±7.25"±7.25"±1 2 .7 5 " RS1 RS1 +6"+6" ±7.5" ±7"±11.2"±11.2"±11.2"±10.2"SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT RS1 RS1 ±7.5" ±7" A1 A313 N512N512 TRASH 1.9 A251 B1 A9 ALIGN 5 3 3 3 2B 6 5/8" E1 A502 C1 A502 EXPANSION JOINT 4B 1A 5 6.5 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 A201 A7 A201 F6 A201 A1 N615 AMENITY N614 ELEC N612 MECH ELEV ELEV 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A201H1 A451 F6 A B C D E F G H J K L N O C11 A314 A6 A314 N611B BEDROOM N611A BEDROOM N611C TOILET N611 LIVING N610B BEDROOM N610A BEDROOM N610C TOILET N610 LIVING N609B BEDROOM N609A BEDROOM N609C TOILET N609 LIVING N602A TOILET N603 STUDIO N603A TOILET N604A TOILET N601A TOILET N604 STUDIO N602 STUDIO N601 STUDIO N608 LIVING N608A BEDROOM N608B BEDROOM N605 LIVING N608C BEDROOM N608D TOILET N607C TOILET N605A BEDROOM N605B BEDROOM N605C TOILET N607B BEDROOM N607A BEDROOM N607 LIVING N606 STUDIO N606A TOILET A452 G10 N616 CORRIDOR N614 N612 ST9 N610 N611 N609 N604 N602N603N605 N607 N608 N606 ST3 STAIR 3 ST1 STAIR 1 ST10 N615 A2 A311 A7 A311 A7 A313 A2 A312 A7 A312 SEE SHEET A402 SEE SHEET A402 SEE SHEET A402 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 SEE SHEET A403 8"29'-2 5/8"17'-6"49'-1 1/4"8 7/8"73°90°8"73'-9 1/4"1'-2 1/4" 3'-0" MO 5'-11 3/8"3'-0" 11 5/8" 3'-0" MO 5'-4 1/8"3'-8" 11 5/8" 3'-8" MO 4'-8 3/8"3'-8" 11 5/8" 3'-8" MO 4'-8 3/8"3'-8" 11 5/8" 3'-8" MO 5'-4 5/8"3'-0" 11 5/8" 3'-0" MO 4'-3" 102'-2 1/4"10'-8 5/8" 3'-6" 1'-1" 3'-6" 1'-7" 3'-6" 1'-1" 3'-6"6'-10 3/8"3'-0"6'-0 5/8"3'-0"5'-7"3'-0"7'-5"3'-6" 1'-1" 3'-6"9'-2"3'-6" 1'-1" 3'-6"9'-3 1/2"3'-6" 1'-1" 3'-6"4'-1 1/4"9 1/2"5'-9 1/8"3'-8" MO11 5/8"3'-8" MO4'-5 3/4"9'-1" MO5'-0 1/8"3'-0" MO11 5/8"3'-0" MO5'-1 1/4"9'-1" MO5'-0 1/8"3'-0" MO11 5/8"3'-0" MO8'-1 1/4"3'-0" MO5'-0 1/8"9'-1" MO± 6'-10 3/4"EWS1A EWS3A EWS3A EWS3A EWS3A EWS3 EWS1 EWS1 1B1B1B 1B6 6 6 1B 1B 1B 1C 1C 5 5 1C 1C 1B1B 6 1B 1B 1B 4B 1B 2B N601 ALIGNALIGN ALIGNALIGN ALIGNALIGN5'-6 3/4"1'-0 5/8"27'-10 1/4" ±5'-7 1/4"6'-4 3/4"6'-4 3/4"5'-4 7/8"44'-2 1/8"5'-7 1/4" 17'-3 1/2"17'-3 1/2"17'-1 3/8" ±5'-7 1/4"14'-7 1/8"27'-10 1/4" ±21'-4 1/4" ±13'-1 1/8"13'-1 1/8"13'-1 1/8"13'-1 3/4" 20 23 ALIGNALIGN 5 ALIGN 1'-10 3/4"9'-6 1/2" 1C 1C2'-6 1/2"5 5 5 1'-9 1/8" 1 M FEC FEC A1 A313 N613N613 TRASH 1.9 1B 6 5/8" 3 3 3 EXPANSION JOINT 4B 51A 6.5 FECFIRE EXTINGUISHER CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTRIC PANEL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:22:36 PMA103 FIFTH AND SIXTH FLOOR PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEYED CONSTRUCTION NOTES 1/8" = 1'-0"A1 FIFTH FLOOR PLAN 1/8" = 1'-0"A7 SIXTH FLOOR PLAN 0'2'4'8'16' KEY PLAN 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 INFILL EXISTING OPENING WITH CONSTRUCTION TO MATCH SIDE THAT WILL BE EXPOSED FOLLOWING SCHEDULED WORK. 2 FILL STUD CAVITY WITH CLOSED-CELL SPRAY APPLIED FOAM INSULATION. 3 INSTALL BRICK FINISH ON EXISTING 409 COLLEGE AVE EXTERIOR WALL CONSTRUTION. SEE EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 4 INSTALL GLASS-MAT GYPSUM SHEATHING, CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM AND POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ON FACE OF STRUCTURAL WALL. REFER TO EWS3 ON SHEET A001 FOR FURTHER INFORMATION. 5 INSTALL STEEL PLATE ATTACHED TO TOP OF STAIR STRINGER AS REQUIRED TO REDUCE SPACE BETWEEN STRINGER AND FINISHED WALL TO 1/2". FINISH TO MATCH METAL STAIR AND RAILING. 0'2'4'8'16' REVISION SCHEDULE NAME DATE DNRS1RS1RS1RS1 RS1RS1RS1SIMRS1SIMRS1RS1RS1e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 A201 A7 A201 F6 A201 A1 A451 H6 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A201H1 A B C D E F G H J K L N O C11 A314 A6 A314 ST3 STAIR 3 ST11 1 M +6"+6" +6"+6" RS1 RS1 RS1 RS1 RS1 +6" SLOPE 1/4" PER FOOT SLOPE1/4" PER FOOTSPLASH BLOCKS SPLASH BLOCKS SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOTSLOPE 1/4" PER FOOTSLOPE1/4" PER FOOTSLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE1/4" PER FOOTSLOPE 1/4" PER FOOTSLOPE1/4" PER FOOTCRICKET CRICKET 12.5"± 13"±15.5"±11.5"±12.5"±13.25"±13.25"±12.5"±12"±12"±11.75"±11.75"±8.75"±13"± CRICKET A2 A311 A7 A311 A7 A313 A2 A312 A7 A312 ALIGNALIGNCRICKET A1 A313 1.9 4 TYP 4 TYP H9 A104 H9 A104 F2 A104 SIM D2 A104 SIM EXPANSION JOINT +6" 10.25"± SCUPPER, PROVIDE SPLASH BLOCKS ON EXISTING ROOF BELOW G7 A104 8.5"± 13"± H1 A104 TYP H5 A104 TYP H7 A104 TYP 6.5 FECFIRE EXTINGUISHER CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTRIC PANEL 32 3.5 D E RS1 +6"SLOPE 1/4" PER FOOT 1.9 F2 A104 D2 A104 11"±2'-0" TAPER 1/2" PER FOOT ROOF SYSTEM FLASHING MEMBRANE ROOF DRAIN CUT EDGE SEALANT AND HOT AIR WELD STAINLESS STEEL CLAMPING RING PRE-FORMED SEAMLESS MULTI-PORTAL PIPE FLASHING BOOT PRE-FORMED SEAMLESS PIPE FLASHING BOOT VENT PIPE OR STRUCTURAL SUPPORT CUT EDGE SEALANT AND HOT AIR WELD STAINLESS STEEL CLAMPING RING WOOD BLOCKING, AS REQUIRED ROOF SYSTEM FLASHING MEMBRANE EQUIPMENT CURB AND INTEGRAL CAP FLASHING EQUIPMENT CURB AND INTEGRAL CAP FLASHING ROOF SYSTEM STANDARD JOINT SEALANT SEAM FASTENING PLATE WOOD BLOCKING, AS REQUIRED ROOF SYSTEM STANDARD JOINT SEALANT ROOF SYSTEM FLASHING MEMBRANE SEAM FASTENING PLATE 2" MIN.STRUCTURAL WALL, REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION WOOD BLOCKING 2 1/4"5/8" GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM ROOF SYSTEM FLASHING MEMBRANE SEAM FASTENING PLATE ROOF SYSTEM STANDARD JOINT SEALANT METAL DRIP EDGE BACKER ROD AND SEALANT POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) STRUCTURAL WALL, REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION 5/8"2 1/4" VAPOR RETARDER METAL ROOF EDGE WOOD BLOCKING BACKER ROD AND SEALANT GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WOOD BLOCKING, AS REQUIRED ROOF SYSTEM STANDARD JOINT SEALANT ROOF SYSTEM FLASHING MEMBRANE SEAM FASTENING PLATE EXPANSION JOINT FILLER EXPANSION JOINT DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:22:40 PMA104 ROOF PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"A5 ROOF PLAN GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'2'4'8'16' 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 INFILL EXISTING OPENING WITH CONSTRUCTION TO MATCH SIDE THAT WILL BE EXPOSED FOLLOWING SCHEDULED WORK. 2 FILL STUD CAVITY WITH CLOSED-CELL SPRAY APPLIED FOAM INSULATION. 3 INSTALL BRICK FINISH ON EXISTING 409 COLLEGE AVE EXTERIOR WALL CONSTRUTION. SEE EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 4 INSTALL GLASS-MAT GYPSUM SHEATHING, CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM AND POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ON FACE OF STRUCTURAL WALL. REFER TO EWS3 ON SHEET A001 FOR FURTHER INFORMATION. 5 INSTALL STEEL PLATE ATTACHED TO TOP OF STAIR STRINGER AS REQUIRED TO REDUCE SPACE BETWEEN STRINGER AND FINISHED WALL TO 1/2". FINISH TO MATCH METAL STAIR AND RAILING. 1/8" = 1'-0"G9 PARTIAL ROOF PLAN - STAIR 3 1 1/2" = 1'-0"H1 TYPICAL ROOF DETAIL AT ROOF DRAIN 1 1/2" = 1'-0"H3 TYPICAL ROOF DETAIL AT PIPING PENETRATION 1 1/2" = 1'-0"H5 TYPICAL ROOF PENETRATION 1 1/2" = 1'-0"H7 TYPICAL ROOF DETAIL AT CURB 1 1/2" = 1'-0"H9 TYPICAL ROOF DETAIL AT AREA DIVIDER REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"F2 DETAIL AT PENTHOUSE ROOF 1 1/2" = 1'-0"D2 DETAIL AT PENTHOUSE ROOF 1 1/2" = 1'-0"G7 TYPICAL ROOF DETAIL AT EXPANSION JOINT SD OS M M M F e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O N003 ELECTRICAL ROOM N002 MECHANICAL ROOM N001 LEASEABLE STORAGE SPACE ELEV 1 M 1.9 10'-10"20'-6" 20'-6" 20'-6"20'-6"4'-10" 20'-6"20'-6"12'-4"17'-6"17'-0"17'-0"EQEQEQEQ8'-0"14'-8"14'-8"7'-1"6.5 PROVIDE MIN 4" CLOSED CELL SPRAY APPLIED FOAM INSULATION ON STRUCTURAL MEMBER LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED LIGHT FIXTURE LAY-IN/RECESSED DIRECT/INDIRECT LIGHT FIXTURES RECESSED LIGHT FIXTURE PENDANT LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTURES SURFACE MOUNTED TRACK LIGHT FIXTURE RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE LINEAR RECESSED LIGHT FIXTURE (W) -WALL WASH W RETURN AIR/ EXHAUST GRILLE SUPPLY AIR GRILLE PROJECTION SCREEN - MANUAL DATA/VIDEO PROJECTOR. CENTER MOUNT ON PROJECTION SCREEN PROJECTION SCREEN - MOTORIZED SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR SPEAKER ACCESS PANEL LINEAR DIFFUSER DOME SAFETY MIRROR 1'-0"CEILING HEIGHT/ MATERIAL(APC#) FIRE ALARM STROBE CUBICLE CURTAIN PS WINDOW SHADE WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM GYPSUM BOARD CEILINGS AND SOFFITS NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING HEIGHT/MATERIAL TAG. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:22:43 PMA151 BASEMENT REFLECTED CEILING PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 ACOUSTIC PANEL CEILINGS ARE APC1 UNLESS OTHERWISE NOTED BY CEILING HEIGHT/MATERIAL TAG. 2 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P2 UNLESS OTHERWISE NOTED. 3 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING. 4 CENTER ACOUSITC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 5 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE POSITIONED OUT OF VIEW. 6 MOUNT ALL FIXTURES AND DEVICES IN CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 7 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. 8 PROVIDE ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH THEY OCCUR. PROVIDED COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 9 PROVIDED COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 10 ALL AREAS SHALL RECIEVE GYPSUM BOARD CEILING ATTACHED TO BOTTOM OF STRUCUTURAL JOISTS AS INIDICATED IN ATTACHED TO BOTTOM OF STRUCTURAL JOISTS AS INIDCATED IN FLOOR STSTEM #4 ON DRAWING A001 TO MAINTAIN FIRE RATING. DROPPED SOFFITS AND ACCESIBLE CEILINGS SHOWN ON THIS DRAWING ARE IN ADDITION TO THIS FIRE RATED CONSTRUCTION. 0'2'4'8'16' 1/8" = 1'-0"A5 BASEMENT REFLECTED CEILING PLAN REVISION SCHEDULE NAME DATE GENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS LIGHT FIXTURES OTHERKEYED REFLECTED CEILING PLAN NOTES 1 GYPSUM BOARD DROPPED SOFFIT AT WALL CABINET. SOFFIT HEIGHT SHALL BE 7'-2" AFF UON. FACE OF GYPSUM BOARD SHALL BE 1" PROUD OF THE FACE OF CABINET, ALL SIDES, UON IN INTERIOR ELEVATION DRAWINGS. REFER TO RCP DETAILS ON SHEET A561 FOR FURTHER INFORMATION. 2 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1B. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 3 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1A. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 4 REFER TO ROOM N204 ON A152 FOR LIGHTING DIMENSIONS. 5 REFER TO ROOM N206 ON A152 FOR LIGHTING DIMENSIONS. 6 REFER TO ROOM N207 ON A152 FOR LIGHTING DIMENSIONS. 7 REFER TO ROOM N205 ON A152 FOR LIGHTING DIMENSIONS. 8 REFER TO ROOM N208 ON A152 FOR LIGHTING DIMENSIONS. 9 REFER TO ROOM N305 ON A153 FOR LIGHTING DIMENSIONS. 10 REFER TO ROOM N306 ON A153 FOR LIGHTING DIMENSIONS. 11 REFER TO ROOM N308 ON A153 FOR LIGHTING DIMENSIONS. 12 REFER TO ROOM N309 ON A153 FOR LIGHTING DIMENSIONS. 14 REFER TO ROOM N310 ON A153 FOR LIGHTING DIMENSIONS. 15 REFER TO ROOM N504 ON A154 FOR LIGHTING DIMENSIONS. 16 REFER TO ROOM N505 ON A154 FOR LIGHTING DIMENSIONS. 17 REFER TO ROOM N508 ON A154 FOR LIGHTING DIMENSIONS. 18 REFER TO ROOM N506 ON A154 FOR LIGHTING DIMENSIONS. 19 REFER TO ROOM N507 ON A154 FOR LIGHTING DIMENSIONS. SD OS M M M F SD F SD SD SD SD SD SD SD F F F F F LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED LIGHT FIXTURE LAY-IN/RECESSED DIRECT/INDIRECT LIGHT FIXTURES RECESSED LIGHT FIXTURE PENDANT LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTURES SURFACE MOUNTED TRACK LIGHT FIXTURE RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE LINEAR RECESSED LIGHT FIXTURE (W) -WALL WASH W RETURN AIR/ EXHAUST GRILLE SUPPLY AIR GRILLE PROJECTION SCREEN - MANUAL DATA/VIDEO PROJECTOR. CENTER MOUNT ON PROJECTION SCREEN PROJECTION SCREEN - MOTORIZED SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR SPEAKER ACCESS PANEL LINEAR DIFFUSER DOME SAFETY MIRROR 1'-0"CEILING HEIGHT/ MATERIAL(APC#) FIRE ALARM STROBE CUBICLE CURTAIN PS WINDOW SHADE WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM GYPSUM BOARD CEILINGS AND SOFFITS NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING HEIGHT/MATERIAL TAG. e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O N104 ELEV ELEV N105 N106 ST1 N103 1 M 1.9 ST3 N108 8' - 6" 8' - 6" 8' - 6" 8' - 3" FOLDING SECURITY GATE N101 N100 EIFS CEILING SYSTEM ALIGN 13'-11"18'-0"22'-3"16'-7"18'-0"18'-0"18'-0"5'-6"12'-2"18'-0" H6 A561 H1 A561 6.5 TYP 3'-0" 3 3 2'-0"6'-0"6'-0"ALIGN 5'-8" 8 6°ALIGNALIGN8' - 3" 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O N207A N207B N207 N208 N209 N210 N210A N210BN209B N209AN208A N208B N206B N206 N206A N214 N211 N212 N213 N201AN202A N201N202N203 N203A N204A N204 N205B N205A N205 N205C ELEV ELEV N215 8' - 0" 9' - 7" 9' - 7" 8' - 0"8' - 0" 9' - 7" 9' - 7" 8' - 0" 8' - 0"8' - 0" 8' - 0"8' - 0"8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 9' - 7" 9' - 7" 8' - 0" 8' - 0" 8' - 0" 9' - 7" 8' - 0" 8' - 0" 9' - 7" 7' - 9" 9' - 3" 8' - 0" 8' - 0" 8' - 0"8' - 0" 9' - 7" 9' - 7" 9' - 7" 9' - 7" H4 A561 TYP 8' - 0" 1 M ALIGNALIGNALIGN1.9 9' - 7"9' - 7" 8' - 0" 8' - 0"8' - 0" 8' - 0" 9' - 7"9' - 7"9' - 7" 1 8' - 10" 9' - 4" 8' - 10" 2 N107 9' - 7" 9' - 7" 9' - 7" H6 A561 H6 A561 H6 A561 3'-10"2'-8"6'-3" 6'-7"4'-6"3'-7"3'-6"5'-11"5'-10"4'-0"6'-11"3'-8"EQ EQ6'-3"H6 A561 EQ EQ 3'-1"5'-8"4'-2"8'-3"12'-5"6'-11"6'-9"9'-5"7'-3"6'-9"6'-2"EQEQ5'-2"5'-2"3'-7"EQ EQ H6 A561 6.5 EQ EQ3'-11"6'-4"EQ EQ4'-7"5'-9"EQ EQ 4 4 4 55 3'-0"2'-0"5'-0"2'-11" 1'-6" 1'-6" 1'-6"1'-6"2'-4"1 2'-0"DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:44:52 AMA152 FIRST AND SECOND FLOOR REFLECTED CEILING PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 ACOUSTIC PANEL CEILINGS ARE APC1 UNLESS OTHERWISE NOTED BY CEILING HEIGHT/MATERIAL TAG. 2 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P2 UNLESS OTHERWISE NOTED. 3 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING. 4 CENTER ACOUSITC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 5 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE POSITIONED OUT OF VIEW. 6 MOUNT ALL FIXTURES AND DEVICES IN CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 7 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. 8 PROVIDE ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH THEY OCCUR. PROVIDED COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 9 PROVIDED COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 10 ALL AREAS SHALL RECIEVE GYPSUM BOARD CEILING ATTACHED TO BOTTOM OF STRUCUTURAL JOISTS AS INIDICATED IN ATTACHED TO BOTTOM OF STRUCTURAL JOISTS AS INIDCATED IN FLOOR STSTEM #4 ON DRAWING A001 TO MAINTAIN FIRE RATING. DROPPED SOFFITS AND ACCESIBLE CEILINGS SHOWN ON THIS DRAWING ARE IN ADDITION TO THIS FIRE RATED CONSTRUCTION. GENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS LIGHT FIXTURES OTHER 0'2'4'8'16' 1/8" = 1'-0"A1 FIRST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"A7 SECOND FLOOR REFLECTED CEILING PLAN KEYED REFLECTED CEILING PLAN NOTES 0'2'4'8'16' 1 GYPSUM BOARD DROPPED SOFFIT AT WALL CABINET. SOFFIT HEIGHT SHALL BE 7'-2" AFF UON. FACE OF GYPSUM BOARD SHALL BE 1" PROUD OF THE FACE OF CABINET, ALL SIDES, UON IN INTERIOR ELEVATION DRAWINGS. REFER TO RCP DETAILS ON SHEET A561 FOR FURTHER INFORMATION. 2 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1B. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 3 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1A. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 4 REFER TO ROOM N204 ON A152 FOR LIGHTING DIMENSIONS. 5 REFER TO ROOM N206 ON A152 FOR LIGHTING DIMENSIONS. 6 REFER TO ROOM N207 ON A152 FOR LIGHTING DIMENSIONS. 7 REFER TO ROOM N205 ON A152 FOR LIGHTING DIMENSIONS. 8 REFER TO ROOM N208 ON A152 FOR LIGHTING DIMENSIONS. 9 REFER TO ROOM N305 ON A153 FOR LIGHTING DIMENSIONS. 10 REFER TO ROOM N306 ON A153 FOR LIGHTING DIMENSIONS. 11 REFER TO ROOM N308 ON A153 FOR LIGHTING DIMENSIONS. 12 REFER TO ROOM N309 ON A153 FOR LIGHTING DIMENSIONS. 14 REFER TO ROOM N310 ON A153 FOR LIGHTING DIMENSIONS. 15 REFER TO ROOM N504 ON A154 FOR LIGHTING DIMENSIONS. 16 REFER TO ROOM N505 ON A154 FOR LIGHTING DIMENSIONS. 17 REFER TO ROOM N508 ON A154 FOR LIGHTING DIMENSIONS. 18 REFER TO ROOM N506 ON A154 FOR LIGHTING DIMENSIONS. 19 REFER TO ROOM N507 ON A154 FOR LIGHTING DIMENSIONS. REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 SD OS M M M F LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED LIGHT FIXTURE LAY-IN/RECESSED DIRECT/INDIRECT LIGHT FIXTURES RECESSED LIGHT FIXTURE PENDANT LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTURES SURFACE MOUNTED TRACK LIGHT FIXTURE RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE LINEAR RECESSED LIGHT FIXTURE (W) -WALL WASH W RETURN AIR/ EXHAUST GRILLE SUPPLY AIR GRILLE PROJECTION SCREEN - MANUAL DATA/VIDEO PROJECTOR. CENTER MOUNT ON PROJECTION SCREEN PROJECTION SCREEN - MOTORIZED SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR SPEAKER ACCESS PANEL LINEAR DIFFUSER DOME SAFETY MIRROR 1'-0"CEILING HEIGHT/ MATERIAL(APC#) FIRE ALARM STROBE CUBICLE CURTAIN PS WINDOW SHADE WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM GYPSUM BOARD CEILINGS AND SOFFITS NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING HEIGHT/MATERIAL TAG. e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O ELEV ELEV N309 N309A N309B N310 N311 N312 N312B N312A N312CN311C N311A N311BN310B N310A N310C N316 N314 N315 N301AN302AN303AN304A N301N302N303N304N305BN305A N305 N305C N305D N306 N306A N307A N307 N308 N308C N308B N308A N317 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 9' - 7" 9' - 7" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0"8' - 0" 8' - 0"8' - 0" 8' - 0" 9' - 5" 8' - 0" 8' - 0" 9' - 7" 8' - 0" 8' - 0" 9' - 1" 9' - 7" 9' - 5" 9' - 7" 9' - 1"9' - 7" 8' - 0"H4 A561 TYP H6 A561 H6 A561 1 M 9' - 5" 9' - 5" 8' - 0" 8' - 0" 1.9 9' - 7"9' - 7"9' - 7"9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" CONTROL JOINT 1 1 2 N313 9' - 7" 9' - 7" 9' - 7" 6.5 4 4 4 1414 4 5'-3"5'-3"5'-2"5'-3"5'-9"5'-9"EQ EQ 7'-9"10'-0"3'-10"3'-1"7'-0" 5 '-1 0 " 3'-9"2'-9"6'-4"H6 A5614'-0"2'-2"12'-8"3'-10"7'-0"2'-5"2'-5"EQ EQ 3'-0"3'-5"EQEQEQEQ8'-3" 3 '-6 " 14'-1" 3'-5"5'-0"15'-7"60° EQ EQ4'-1"EQ EQ EQEQ4 '-1 0 "4'-6"73°3'-10"7'-0" 8'-4"3'-9"EQ EQ 8'-0"3'-8"EQ EQ EQ EQ3'-7"2'-8"6'-3"EQEQ6'-4" EQ EQ5'-5"EQEQ6'-7" EQ EQ 2'-6"10 EQ EQ 2'-4" e1 e2 e3 e4 e5 e6 e7 eA eB eD e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O N417 ST1 ELEVELEV N408A N408B N409A N409 N409BN408C N408 N407 N407A N406AN406 N405 N405C N405D N405BN405A N404 N403 N402 N401 N401AN402AN403AN404A N416 N415 N412C N412A N412BN411B N411A N411CN410C N410A N410B N410 N411 N412 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" REPLACE CEILING WITH LIKE-KIND FOLLOWING REINFORCEMENT OF ROOF FRAMING, REFER TO STRUCTURAL DRAWINGS REPLACE CEILING WITH LIKE-KIND FOLLOWING REINFORCEMENT OF ROOF FRAMING, REFER TO STRUCTURAL DRAWINGS H4 A561 TYP 8' - 0" 1 M CONTROL JOINT 1.9 9' - 5"9' - 5"9' - 5"9' - 5" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 9' - 7" 9' - 7" 8' - 0" 9' - 7" 8' - 0" 9' - 5"9' - 7" H6 A561 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 5" 9' - 5" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 9' - 1" 9' - 1"9' - 1" 8' - 0" 1 1 8' - 7" 2 8' - 0" ST3 N414 N413 9' - 7" 9' - 7" 9' - 7" 6.5 4 4 4 1414 4 10 1412 10 9 11 2'-0"2'-0"2'-0"2'-0"L I N E O F B E A M9" F R O M CE N T E R REPLACE CEILING WITH LIKE-KIND FOLLOWING REINFORCEMENT OF ROOF FRAMING, REFER TO STRUCTURAL DRAWINGS REPLACE CEILING WITH LIKE-KIND FOLLOWING REINFORCEMENT OF ROOF FRAMING, REFER TO STRUCTURAL DRAWINGS 9' - 1" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:00 AMA153 THIRD AND FOURTH FLOOR REFLECTED CEILING PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 ACOUSTIC PANEL CEILINGS ARE APC1 UNLESS OTHERWISE NOTED BY CEILING HEIGHT/MATERIAL TAG. 2 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P2 UNLESS OTHERWISE NOTED. 3 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING. 4 CENTER ACOUSITC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 5 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE POSITIONED OUT OF VIEW. 6 MOUNT ALL FIXTURES AND DEVICES IN CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 7 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. 8 PROVIDE ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH THEY OCCUR. PROVIDED COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 9 PROVIDED COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 10 ALL AREAS SHALL RECIEVE GYPSUM BOARD CEILING ATTACHED TO BOTTOM OF STRUCUTURAL JOISTS AS INIDICATED IN ATTACHED TO BOTTOM OF STRUCTURAL JOISTS AS INIDCATED IN FLOOR STSTEM #4 ON DRAWING A001 TO MAINTAIN FIRE RATING. DROPPED SOFFITS AND ACCESIBLE CEILINGS SHOWN ON THIS DRAWING ARE IN ADDITION TO THIS FIRE RATED CONSTRUCTION. GENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS LIGHT FIXTURES OTHER 0'2'4'8'16' 1/8" = 1'-0"A1 THIRD FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"A7 FOURTH FLOOR REFLECTED CEILING PLAN KEYED REFLECTED CEILING PLAN NOTES 0'2'4'8'16' 1 GYPSUM BOARD DROPPED SOFFIT AT WALL CABINET. SOFFIT HEIGHT SHALL BE 7'-2" AFF UON. FACE OF GYPSUM BOARD SHALL BE 1" PROUD OF THE FACE OF CABINET, ALL SIDES, UON IN INTERIOR ELEVATION DRAWINGS. REFER TO RCP DETAILS ON SHEET A561 FOR FURTHER INFORMATION. 2 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1B. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 3 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1A. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 4 REFER TO ROOM N204 ON A152 FOR LIGHTING DIMENSIONS. 5 REFER TO ROOM N206 ON A152 FOR LIGHTING DIMENSIONS. 6 REFER TO ROOM N207 ON A152 FOR LIGHTING DIMENSIONS. 7 REFER TO ROOM N205 ON A152 FOR LIGHTING DIMENSIONS. 8 REFER TO ROOM N208 ON A152 FOR LIGHTING DIMENSIONS. 9 REFER TO ROOM N305 ON A153 FOR LIGHTING DIMENSIONS. 10 REFER TO ROOM N306 ON A153 FOR LIGHTING DIMENSIONS. 11 REFER TO ROOM N308 ON A153 FOR LIGHTING DIMENSIONS. 12 REFER TO ROOM N309 ON A153 FOR LIGHTING DIMENSIONS. 14 REFER TO ROOM N310 ON A153 FOR LIGHTING DIMENSIONS. 15 REFER TO ROOM N504 ON A154 FOR LIGHTING DIMENSIONS. 16 REFER TO ROOM N505 ON A154 FOR LIGHTING DIMENSIONS. 17 REFER TO ROOM N508 ON A154 FOR LIGHTING DIMENSIONS. 18 REFER TO ROOM N506 ON A154 FOR LIGHTING DIMENSIONS. 19 REFER TO ROOM N507 ON A154 FOR LIGHTING DIMENSIONS. REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 SD OS M M M F LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED LIGHT FIXTURE LAY-IN/RECESSED DIRECT/INDIRECT LIGHT FIXTURES RECESSED LIGHT FIXTURE PENDANT LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTURES SURFACE MOUNTED TRACK LIGHT FIXTURE RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE LINEAR RECESSED LIGHT FIXTURE (W) -WALL WASH W RETURN AIR/ EXHAUST GRILLE SUPPLY AIR GRILLE PROJECTION SCREEN - MANUAL DATA/VIDEO PROJECTOR. CENTER MOUNT ON PROJECTION SCREEN PROJECTION SCREEN - MOTORIZED SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR SPEAKER ACCESS PANEL LINEAR DIFFUSER DOME SAFETY MIRROR 1'-0"CEILING HEIGHT/ MATERIAL(APC#) FIRE ALARM STROBE CUBICLE CURTAIN PS WINDOW SHADE WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM GYPSUM BOARD CEILINGS AND SOFFITS NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING HEIGHT/MATERIAL TAG. e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O N516 ELEV ELEV N509 N510 N511 N511B N511A N511CN510C N510A N510BN509B N509A N509C N515 N513 N501AN502AN503AN504A N501N502N503N504 N505B N505C N505 N505A N506A N506 N507C N507 N507AN507B N508D N508 N508C N508B N508A 9' - 7" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 8' - 0" 9' - 7" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 7"9' - 7" 9' - 7"9' - 7" 8' - 0" 8' - 0" 9' - 7" 9' - 7" 8' - 0" 8' - 0" 8' - 0"8' - 0" 9' - 7" 9' - 7"9' - 7"9' - 7" 8' - 0" 9' - 5" 8' - 0" 9' - 7" 8' - 0" 8' - 0" 9' - 5" H4 A561 TYP H6 A561 1 M 8' - 0" 8' - 0" 1.9 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 1 1 2 8' - 0" N512 9' - 7" 9' - 7" 6.5 15 15 15 141414 3'-9"6'-9"9'-2"3'-10"EQEQ2'-6"EQEQ4'-4"3'-10"73°5'-3"3'-5"3'-5"4'-11" 3 '-1 1 " EQ EQ 2'-11"EQ EQ EQ EQ 2'-10"4'-1"3'-9" EQ EQ 5'-1"4'-5"6'-0"3'-9"5'-2"3'-5"3'-1"8'-4"6'-9"EQ EQ 1'-3"2'-6"3'-5"3'-3"4'-0"3'-7"7'-10"10'-10"EQEQEQ EQ EQ EQ EQ EQ 4'-1"4'-1"3'-3"4'-1"3'-1"4'-0"5'-3"4'-1"EQEQEQEQ7'-0"3'-4"EQ EQ 2'-5"1'-6"1'-6"2'-0"2'-0"2'-0"7'-0"2'-5"7'-7"4'-1" EQ EQ 3'-0"e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O N601N602N603N604 N604A N603A N602A N601A ELEV ELEV N614 N612N615 N605B N605A N605 N605C N606A N606 N607C N607 N607AN607B N608D N608 N608C N608B N608A N609 N610 N611 N609B N610B N611B N611A N611CN610C N610AN609A N609C N616 9' - 7" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0"8' - 0"8' - 0" 9' - 7"9' - 7"9' - 7"9' - 7" 8' - 0" H4 A561 TYP 1 M H6 A561 8' - 0" 9' - 7" 9' - 7" 8' - 0" 1.9 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 8' - 0" 9' - 7" 9' - 7"8' - 0" 8' - 0" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 8' - 0"9' - 7" 8' - 0" 8' - 0" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 8' - 0" 8' - 0" 9' - 7" 8' - 0"8' - 0" 8' - 0" 9' - 7" 1 1 2 N607A ST1 N613 ST3 9' - 7" 9' - 7" 9' - 7" 6.5 17 14 14 14 16 151515151'-6"1'-6"19 18 2'-5"2'-0"2'-0"2'-0"DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:10 PMA154 FIFTH AND SIXTH FLOOR REFLECTED CEILING PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 ACOUSTIC PANEL CEILINGS ARE APC1 UNLESS OTHERWISE NOTED BY CEILING HEIGHT/MATERIAL TAG. 2 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P2 UNLESS OTHERWISE NOTED. 3 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING. 4 CENTER ACOUSITC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 5 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE POSITIONED OUT OF VIEW. 6 MOUNT ALL FIXTURES AND DEVICES IN CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 7 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. 8 PROVIDE ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH THEY OCCUR. PROVIDED COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 9 PROVIDED COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 10 ALL AREAS SHALL RECIEVE GYPSUM BOARD CEILING ATTACHED TO BOTTOM OF STRUCUTURAL JOISTS AS INIDICATED IN ATTACHED TO BOTTOM OF STRUCTURAL JOISTS AS INIDCATED IN FLOOR STSTEM #4 ON DRAWING A001 TO MAINTAIN FIRE RATING. DROPPED SOFFITS AND ACCESIBLE CEILINGS SHOWN ON THIS DRAWING ARE IN ADDITION TO THIS FIRE RATED CONSTRUCTION. GENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS LIGHT FIXTURES OTHER 0'2'4'8'16' 1/8" = 1'-0"A1 FIFTH FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"A7 SIXTH FLOOR PLAN REFLECTED CEILING PLAN KEYED REFLECTED CEILING PLAN NOTES 0'2'4'8'16' 1 GYPSUM BOARD DROPPED SOFFIT AT WALL CABINET. SOFFIT HEIGHT SHALL BE 7'-2" AFF UON. FACE OF GYPSUM BOARD SHALL BE 1" PROUD OF THE FACE OF CABINET, ALL SIDES, UON IN INTERIOR ELEVATION DRAWINGS. REFER TO RCP DETAILS ON SHEET A561 FOR FURTHER INFORMATION. 2 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1B. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 3 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1A. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 4 REFER TO ROOM N204 ON A152 FOR LIGHTING DIMENSIONS. 5 REFER TO ROOM N206 ON A152 FOR LIGHTING DIMENSIONS. 6 REFER TO ROOM N207 ON A152 FOR LIGHTING DIMENSIONS. 7 REFER TO ROOM N205 ON A152 FOR LIGHTING DIMENSIONS. 8 REFER TO ROOM N208 ON A152 FOR LIGHTING DIMENSIONS. 9 REFER TO ROOM N305 ON A153 FOR LIGHTING DIMENSIONS. 10 REFER TO ROOM N306 ON A153 FOR LIGHTING DIMENSIONS. 11 REFER TO ROOM N308 ON A153 FOR LIGHTING DIMENSIONS. 12 REFER TO ROOM N309 ON A153 FOR LIGHTING DIMENSIONS. 14 REFER TO ROOM N310 ON A153 FOR LIGHTING DIMENSIONS. 15 REFER TO ROOM N504 ON A154 FOR LIGHTING DIMENSIONS. 16 REFER TO ROOM N505 ON A154 FOR LIGHTING DIMENSIONS. 17 REFER TO ROOM N508 ON A154 FOR LIGHTING DIMENSIONS. 18 REFER TO ROOM N506 ON A154 FOR LIGHTING DIMENSIONS. 19 REFER TO ROOM N507 ON A154 FOR LIGHTING DIMENSIONS. 1 GYPSUM BOARD DROPPED SOFFIT AT WALL CABINET. SOFFIT HEIGHT SHALL BE 7'-2" AFF UON. FACE OF GYPSUM BOARD SHALL BE 1" PROUD OF THE FACE OF CABINET, ALL SIDES, UON IN INTERIOR ELEVATION DRAWINGS. REFER TO RCP DETAILS ON SHEET A561 FOR FURTHER INFORMATION. 2 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1B. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 3 DROPPED HEADER CONSTRUCTION AT STOREFRONT SHALL BE WALL TYPE 1A. REFER TO RCP DETAILS ON SHEET A561 AND STOREFRONT ELEVATIONS AND DETAILS ON SHEET A652 FOR FURTHER INFORMATION. 4 REFER TO ROOM N204 ON A152 FOR LIGHTING DIMENSIONS. 5 REFER TO ROOM N206 ON A152 FOR LIGHTING DIMENSIONS. 6 REFER TO ROOM N207 ON A152 FOR LIGHTING DIMENSIONS. 7 REFER TO ROOM N205 ON A152 FOR LIGHTING DIMENSIONS. 8 REFER TO ROOM N208 ON A152 FOR LIGHTING DIMENSIONS. 9 REFER TO ROOM N305 ON A153 FOR LIGHTING DIMENSIONS. 10 REFER TO ROOM N306 ON A153 FOR LIGHTING DIMENSIONS. 11 REFER TO ROOM N308 ON A153 FOR LIGHTING DIMENSIONS. 12 REFER TO ROOM N309 ON A153 FOR LIGHTING DIMENSIONS. 14 REFER TO ROOM N310 ON A153 FOR LIGHTING DIMENSIONS. 15 REFER TO ROOM N504 ON A154 FOR LIGHTING DIMENSIONS. 16 REFER TO ROOM N505 ON A154 FOR LIGHTING DIMENSIONS. 17 REFER TO ROOM N508 ON A154 FOR LIGHTING DIMENSIONS. 18 REFER TO ROOM N506 ON A154 FOR LIGHTING DIMENSIONS. 19 REFER TO ROOM N507 ON A154 FOR LIGHTING DIMENSIONS. REVISION SCHEDULE NAME DATE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:11 PMA160 FINISH SCHEDULE 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionFINISH SCHEDULE CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 055813 - COLUMN COVERS 055813 - COLUMN COVERS MTL1 MOZ DESIGNS 100 SERIES ROUND COLUMN COVER CLEAR ALUMINUM - FOG FIRST FLOOR LOBBY 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL1 PIONITE HIGH PRESSURE PLASTIC LAMINATE MOONLIGHTING PAPEL - AV971 SUEDE FIRST FLOOR LOBBY WORK COUNTER 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL4 FORMICA DECOMETAL COLLECTION HIGH PRESSURE PLASTIC LAMINATE SATIN ALUMINUM 4190 FIRST FLOOR RECEPTION DESK BASE 093013 - CERAMIC TILE 093013 - CERAMIC TILE CT1 BESTTILE PORCELAIN TILE FOUNDRY 26 ALLOY 24"X24" - PATTERN A2 FIRST FLOOR LOBBY FLOOR AND 6"X12" COVE BASE 093013 - CERAMIC TILE CT2 DALTILE PORCELAIN TILE EXHIBITION, TREND GREY EX03 UNPOLISHED, 12"X24", 30% STAGGER TYPICAL APARTMENT BATH ROOM FLOORING 093013 - CERAMIC TILE CT4 DALTILE PORCELAIN TILE VERANDA SOILDS, ROCK P543, 20"X20" LAUNDRY ROOM FLOOR WITH 6" COVE BASE 095113 – ACOUSTICAL PANEL CEILINGS 095113 – ACOUSTICAL PANEL CEILINGS APC1 ARMSTRONG ACOUSTIC CEILING TILE ULTIMA HIGH NRC, TEGULAR, FINE TEXTURE, 24"X24"X7/8", #1941 PUBLIC AREA, LOBBY AND CORRIDORS 095423 - LINEAR METAL CEILINGS 095423 - LINEAR METAL CEILINGS MPC1 MORIN EXTERIOR CEILING SEE SPECIFICATION EXTERIOR SOFFIT 096513 - RESILIENT BASE & ACCESSORIES 096513 - RESILIENT BASE & ACCESSORIES B1 JOHNSONITE WALL BASE TRADITIONAL VINYL, GREY 48, 4"GENERAL USE 096519 – RESILIENT TILE FLOORING 096519 – RESILIENT TILE FLOORING LVT1 PATCRAFT LUXURY VINYL TILE TIMBER GROVE II 00564 HEDGEROW V2 5.96"X48" TYPICAL APARTMENT FLOORING 096566 –RESILIENT ATHLETIC FLOORING 096566 –RESILIENT ATHLETIC FLOORING RF1 CAPRI CORK RUBBER CORK TILE, 19 11/16", 6MM SHADE, SQ5016 GTM FLOORING 096566 –RESILIENT ATHLETIC FLOORING RF2 CAPRI CORK RUBBER CORK TILE, 19 11/16", 6MM TANGERINE, SQ5018 GTM FLOORING, ACCENT 096813 – TILE CARPETING 096813 – TILE CARPETING CPT1 INTERFACE CARPET TILE AE311, AERIAL, GREIGE TYPICAL APARTMENT CORRIDORS, FIELD CARPET 096813 – TILE CARPETING CPT2 INTERFACE CARPET TILE AE315, AERIAL, GREIGE/PERSIMMON TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT3 INTERFACE CARPET TILE AE317, AERIAL, PERSIMMON TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT4 INTERFACE CARPET TILE AE315, AERIAL, FOG/ CITRON TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT5 INTERFACE CARPET TILE AE317, AERIAL, CITRON TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT6 INTERFACE CARPET TILE AE315, AERIAL, GRANITE/ AZURE TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT7 INTERFACE CARPET TILE AE317, AERIAL, AZURE TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT8 INTERFACE CARPET TILE AE317, AERIAL, MARIGOLD TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT9 INTERFACE CARPET TILE AE315, AERIAL, IRON/BERRY TYPICAL APARTMENT CORRIDORS, ACCENT 096813 – TILE CARPETING CPT10 INTERFACE CARPET TILE AE317, AERIAL, POPPY TYPICAL APARTMENT CORRIDORS, ACCENT 097813 - METAL DESIGNS AND LAMINATES 097813 - METAL DESIGNS AND LAMINATES MTL2 CHEMETAL METAL LAMINATE #613 EMBER ALUMINUM FIRST FLOOR LOBBY RECEPTION DESK/ELEVATOR WALL 099123 – CONCRETE SEALER 099123 – CONCRETE SEALER SC SHERWIN WILLIAMS CONCRETE SEALER NATURAL LOOK BACK OF HOUSE 099123 – INTERIOR PAINTING 099123 – INTERIOR PAINTING P1 BENJAMIN MOORE INTERIOR LATEX PAINT GLACIER WHITE OC-37 FIELD COLOR 099123 – INTERIOR PAINTING P2 SHERWIN WILLIAMS INTERIOR LATEX PAINT PURE WHITE SW 7005 GYPSUM BOARD CEILINGS AND SOFFITS 099123 – INTERIOR PAINTING P3 SHERWIN WILLIAMS INTERIOR LATEX PAINT WALL STREET SW 7665 FIRST FLOOR LOBBY ACCENT 099123 – INTERIOR PAINTING P4 BENJAMIN MOORE INTERIOR LATEX PAINT CARAMEL LATTE 2166-20 ACCENT 099123 – INTERIOR PAINTING P5 BENJAMIN MOORE INTERIOR LATEX PAINT JALAPENO PEPPER 2147-30 ACCENT 099123 – INTERIOR PAINTING P6 BENJAMIN MOORE INTERIOR LATEX PAINT BUTTERCUP 2154-30 ACCENT 099123 – INTERIOR PAINTING P7 SHERWIN WILLIAMS INTERIOR LATEX PAINT BOLERO SW7600 ACCENT 099123 – INTERIOR PAINTING P8 SHERWIN WILLIAMS INTERIOR LATEX PAINT ELLIE GRAY SW7650 APARTMENT CABINETS, APARTMENT DOOR FRAME 099123 – INTERIOR PAINTING P9 SHERWIN WILLIAMS INTERIOR LATEX PAINT REGATTA SW6517 ACCENT 122416 – VERTICAL LOUVER BLINDS 122416 – VERTICAL LOUVER BLINDS VLB1 GRABER G-98 ULTRA VERTICAL BLINDS 3 1/2" VANES CORD & CHAIN CONTROL WITH SAME SIDE STACKING. COLOR-WHITE BONE TYPICAL APARTMENT WINDOW SHADE 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS PL2 PIONITE HIGH PRESSURE PLASTIC LAMINATE MOONLIGHTING PAPEL - AV971 SUEDE FIRST FLOOR LOBBY WORK COUNTER 123661 - SOLID SURFACE COUNTERTOPS 123661 - SOLID SURFACE COUNTERTOPS SS1 FORMICA SOLID SURFACE LUNA SAND WINDOW SILLS 123661.19 - GRANITE COUNTERTOPS 123661.19 - GRANITE COUNTERTOPS G1 FINAL GRANITE SELECTION WILL BE MADE FROM PRICE GROUP 1 OR PRICE GROUP 2 AS SUBMITTED BY CONTRACTOR. TYPICAL APARTMENT COUNTERTOP 123661.19 - QUARTZ AGGLOMERATE COUNTERTOPS 123661.19 - QUARTZ AGGLOMERATE COUNTERTOPS QZ1 WILSONART QUARTZ KOLAMS Q4009 FIRST FLOOR LOBBY RECEPTION DESK 124813 – ENTRANCE FLOOR MAT 124813 – ENTRANCE FLOOR MAT EM AMERICAN FLOOR MATS RECESSED ENTRANCE MAT 7/16" RECESSED GRILLE MATS, CHARCOAL, RAIL-ALUMINUM MILL BUILDING ENTRANCE REVISION SCHEDULE NAME DATE MECHANICAL ROOM B1 P1 SC N002 ELECTRICAL ROOM B1 P1 SC N003 LEASEABLE STORAGE SPACE B1 P1 SC N001 ELEV CIRCULATION B1 P1 SC N004 CIRCULATION B1 P1 SC N004 CORNER GUARD 7'-0"H U.O.N. (TOP @ 7'-4" AFF). TYPICAL AT ALL OUTSIDE CORNERS. COORDINATE WITH MILLWORK 3101 P1 CP1 RB1 ROOM NUMBER WALL TREATMENT FLOOR TREATMENT BASE TREATMENT ROLLER SHADES HANDRAIL. SEE ELEVATIONS FOR ADDITIONAL INFORMATION P2 ACCENT WALL PAINT COLOR SS1 PL2 WC CT E C MILLWORK FINISH KEY: PL1 WD1 WALL CABINET FINISH COUNTERTOP FINISH COUNTERTOP EDGE TALL OR BASE CABINET FINISH ROOM FINISH KEY: CARPET TILE, CPT1 NOTE: REFER TO FINISH SCHEDULE FOR MATERIALS. FLOOR FINISHES SCOPE OF WORK AREA TP1 TACKBOARD RS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CO FLOOR CLEANOUT COORDINATE WITH PLUMBING DRAWINGS CG1 CG2 MB1 MARKERBOAR D WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MDF FEATURE PANEL MP1 GRAPHIC PANELPS1 CARPET TILE, CPT2 CARPET TILE, CPT5 CARPET TILE, CPT7 CARPET TILE, CPT4 CARPET TILE, CPT8 CARPET TILE, CPT3 GLAZING FILMGF1 PULL SIDE FLOOR BOXFB * REFER TO ELEVATIONS MATERIAL FINISH KEY: CARPET TILE, CPT6 CARPET TILE, CPT9 CARPET TILE, CPT10 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:12 PMA161 BASEMENT FINISH PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction0'2'4'8'16' 1/8" = 1'-0"A5 BASEMENT FINISH PLAN REVISION SCHEDULE NAME DATE GENERAL FINISH NOTES FINISH LEGEND KEY PLAN UP DN UP DN UP CORNER GUARD 7'-0"H U.O.N. (TOP @ 7'-4" AFF). TYPICAL AT ALL OUTSIDE CORNERS. COORDINATE WITH MILLWORK 3101 P1 CP1 RB1 ROOM NUMBER WALL TREATMENT FLOOR TREATMENT BASE TREATMENT ROLLER SHADES HANDRAIL. SEE ELEVATIONS FOR ADDITIONAL INFORMATION P2 ACCENT WALL PAINT COLOR SS1 PL2 WC CT E C MILLWORK FINISH KEY: PL1 WD1 WALL CABINET FINISH COUNTERTOP FINISH COUNTERTOP EDGE TALL OR BASE CABINET FINISH ROOM FINISH KEY: CARPET TILE, CPT1 NOTE: REFER TO FINISH SCHEDULE FOR MATERIALS. FLOOR FINISHES SCOPE OF WORK AREA TP1 TACKBOARD RS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CO FLOOR CLEANOUT COORDINATE WITH PLUMBING DRAWINGS CG1 CG2 MB1 MARKERBOAR D WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MDF FEATURE PANEL MP1 GRAPHIC PANELPS1 CARPET TILE, CPT2 CARPET TILE, CPT5 CARPET TILE, CPT7 CARPET TILE, CPT4 CARPET TILE, CPT8 CARPET TILE, CPT3 GLAZING FILMGF1 PULL SIDE FLOOR BOXFB * REFER TO ELEVATIONS MATERIAL FINISH KEY: CARPET TILE, CPT6 CARPET TILE, CPT9 CARPET TILE, CPT10 ELEV ELEV EXISTING STAIR 1 LEASABLE SPACE P1 N104 TRASH/ RECYCLE B1 P1 SC N106 LEASING OFFICE B1 P1 CPT1 N103 LOADING ZONE B1 P1 SC N107 CONCRETE TO BE LEFT UNSEALED STAIR 3 B1 P1 SC ST3 WATER METER B1 P1 SC N108 CORRIDOR B1 P1 SC N105 RECEPTION CT1 P1 CT1 N101 LOBBY CT1 P1 CT1 N102 VESTIBULE CT1 P1 CT1 N100 MTL1 QZ1 MTL2 WC CT E C QZ1 - MTL2 PL1 PL1 WC CT E C PL1 PL1 P3P3 P3 P3 BEDROOM B1 P1 LVT1 N207A LIVING B1 P1 LVT1 N207 TOILET CT2 P1 CT2 N207B LIVING B1 P1 LVT1 N208 'A' LIVING B1 P1 LVT1 N209 LIVING B1 P1 LVT1 N210 BEDROOM B1 P1 LVT1 N210A TOILET CT2 P1 CT2 N210B 'A' TOILET CT2 P1 CT2 N209B 'A' BEDROOM B1 P1 LVT1 N209A BEDROOM B1 P1 LVT1 N208A TOILET CT2 P1 CT2 N208B CORRIDOR B1 P1 CPT1 N215 FITNESS ROOM B1 P1 RF1,2 N214 ELEC B1 P1 SC N211 TRASH B1 P1 sc N212 MECH B1 P1 SC N213 TOILET CT2 P1 CT2 N201A STUDIO B1 P1 LVT1 N201STUDIO B1 P1 LVT1 N202 TOILET CT2 P1 CT2 N202A TOILET CT2 P1 CT2 N203A STUDIO B1 P1 LVT1 N203 STUDIO B1 P1 LVT1 N204 TOILET CT2 P1 CT2 N204A 'A' BEDROOM B1 P1 LVT1 N205B 'A' BEDROOM B1 P1 LVT1 N205A 'A' LIVING B1 P1 LVT1 N205 'A' TOILET CT2 P1 CT2 N205C BEDROOM B1 P1 LVT1 N206A LIVING B1 P1 LVT1 N206 TOILET CT2 P1 CT2 N206B ELEVELEV STAIR 3 EXISTING STAIR 1 RF2 RF2 RF1 RF1 CPT1 CPT2 CPT3 STAIR 3 B1 P1 SC ST3 P4 CORRIDOR B1 P1 CPT1 N216 CORRIDOR B1 P1 CPT1 N217P4 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:17 PMA162 FIRST AND SECOND FLOOR FINISH PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionGENERAL FINISH NOTES FINISH LEGEND KEY PLAN 0'2'4'8'16' 1/8" = 1'-0"A1 FIRST FLOOR FINISH PLAN 1/8" = 1'-0"A7 SECOND FLOOR FINISH PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE DNUP DN UP DNUP DN UPUP CORNER GUARD 7'-0"H U.O.N. (TOP @ 7'-4" AFF). TYPICAL AT ALL OUTSIDE CORNERS. COORDINATE WITH MILLWORK 3101 P1 CP1 RB1 ROOM NUMBER WALL TREATMENT FLOOR TREATMENT BASE TREATMENT ROLLER SHADES HANDRAIL. SEE ELEVATIONS FOR ADDITIONAL INFORMATION P2 ACCENT WALL PAINT COLOR SS1 PL2 WC CT E C MILLWORK FINISH KEY: PL1 WD1 WALL CABINET FINISH COUNTERTOP FINISH COUNTERTOP EDGE TALL OR BASE CABINET FINISH ROOM FINISH KEY: CARPET TILE, CPT1 NOTE: REFER TO FINISH SCHEDULE FOR MATERIALS. FLOOR FINISHES SCOPE OF WORK AREA TP1 TACKBOARD RS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CO FLOOR CLEANOUT COORDINATE WITH PLUMBING DRAWINGS CG1 CG2 MB1 MARKERBOAR D WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MDF FEATURE PANEL MP1 GRAPHIC PANELPS1 CARPET TILE, CPT2 CARPET TILE, CPT5 CARPET TILE, CPT7 CARPET TILE, CPT4 CARPET TILE, CPT8 CARPET TILE, CPT3 GLAZING FILMGF1 PULL SIDE FLOOR BOXFB * REFER TO ELEVATIONS MATERIAL FINISH KEY: CARPET TILE, CPT6 CARPET TILE, CPT9 CARPET TILE, CPT10 ELEV ELEV BEDROOM B1 P1 LVT1 N308A BEDROOM B1 P1 LVT1 N308B BEDROOM B1 P1 LVT1 N309A LIVING B1 P1 LVT1 N309 LIVING B1 P1 LVT1 N310 LIVING B1 P1 LVT1 N311 LIVING B1 P1 LVT1 N312 LIVING B1 P1 LVT1 N308 TOILET CT2 P1 CT2 N308C TOILET CT2 P1 CT2 N309B STUDIO B1 P1 LVT1 N307 STUDIO B1 P1 LVT1 N306 TOILET CT2 P1 CT2 N307A TOILET CT2 P1 CT2 N306A AMENITY B1 P1 CPT1 N316 TRASH B1 P1 SC N314 ELEC B1 P1 SC N315 CORRIDOR B1 P1 CPT1 N317 LIVING B1 P1 LVT1 N305 BEDROOM B1 P1 LVT1 N305A BEDROOM B1 P1 LVT1 N305B TOILET CT2 P1 CT2 N305C CLOSET B1 P1 LVT1 N305D STUDIO B1 P1 LVT1 N304 TOILET CT2 P1 CT2 N304A STUDIO B1 P1 LVT1 N303 STUDIO B1 P1 LVT1 N302 TOILET CT2 P1 CT2 N302A TOILET CT2 P1 CT2 N301A STUDIO B1 P1 LVT1 N301 BEDROOM B1 P1 LVT1 N310B BEDROOM B1 P1 LVT1 N310A TOILET CT2 P1 CT2 N310C TOILET CT2 P1 CT2 N311C BEDROOM B1 P1 LVT1 N311A BEDROOM B1 P1 LVT1 N311B BEDROOM B1 P1 LVT1 N312B BEDROOM B1 P1 LVT1 N312A TOILET CT2 P1 CT2 N312C STAIR 3 EXISTING STAIR 1 CPT4 CPT5 TOILET CT2 P1 CT2 N303A P5 STAIR 3 B1 P1 SC ST3 P5 LAUNDRY UTILITY B1 P1 SC N313 LAUNDRY CT4 P1 CT4 N416 ELEC B1 P1 SC N415 TOILET CT2 P1 CT2 N401A TOILET CT2 P1 CT2 N402A STUDIO B1 P1 LVT1 N401 STUDIO B1 P1 LVT1 N402 STUDIO B1 P1 LVT1 N403 STUDIO B1 P1 LVT1 N404 TOILET CT2 P1 CT2 N404A TOILET CT2 P1 CT2 N403A TOILET CT2 P1 CT2 N405C CLOSET B1 P1 LVT1 N405D BEDROOM B1 P1 LVT1 N405B BEDROOM B1 P1 LVT1 N405A LIVING B1 P1 LVT1 N405 STUDIO B1 P1 LVT1 N406 TOILET CT2 P1 CT2 N406A TOILET CT2 P1 CT2 N407A STUDIO B1 P1 LVT1 N407 LIVING B1 P1 LVT1 N408 CORRIDOR B1 P1 CPT1 N417 TOILET CT2 P1 CT2 N408C BEDROOM B1 P1 LVT1 N408A BEDROOM B1 P1 LVT1 N408B BEDROOM B1 P1 LVT1 N409A TOILET CT2 P1 CT2 N409B LIVING B1 P1 LVT1 N409 LIVING B1 P1 LVT1 N410 LIVING B1 P1 LVT1 N411 LIVING B1 P1 LVT1 N412 BEDROOM B1 P1 LVT1 N410B BEDROOM B1 P1 LVT1 N411B BEDROOM B1 P1 LVT1 N412B BEDROOM B1 P1 LVT1 N412A BEDROOM B1 P1 LVT1 N411A BEDROOM B1 P1 LVT1 N410A TOILET CT2 P1 CT2 N410C TOILET CT2 P1 CT2 N411C TOILET CT2 P1 CT2 N412C ELEV ELEV STAIR 1 STAIR 3 CPT6 CPT7 P9 P9 TRASH B1 P1 SC N414 STORAGE B1 P1 SC N413 STAIR 3 B1 P1 SC ST3 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:23 PMA163 THIRD AND FOURTH FLOOR FINISH PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionGENERAL FINISH NOTES FINISH LEGEND KEY PLAN 0'2'4'8'16' 1/8" = 1'-0"A1 THIRD FLOOR FINISH PLAN 1/8" = 1'-0"A7 FOURTH FLOOR FINISH PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE DNUP DN DN UP DN DN UP CORNER GUARD 7'-0"H U.O.N. (TOP @ 7'-4" AFF). TYPICAL AT ALL OUTSIDE CORNERS. COORDINATE WITH MILLWORK 3101 P1 CP1 RB1 ROOM NUMBER WALL TREATMENT FLOOR TREATMENT BASE TREATMENT ROLLER SHADES HANDRAIL. SEE ELEVATIONS FOR ADDITIONAL INFORMATION P2 ACCENT WALL PAINT COLOR SS1 PL2 WC CT E C MILLWORK FINISH KEY: PL1 WD1 WALL CABINET FINISH COUNTERTOP FINISH COUNTERTOP EDGE TALL OR BASE CABINET FINISH ROOM FINISH KEY: CARPET TILE, CPT1 NOTE: REFER TO FINISH SCHEDULE FOR MATERIALS. FLOOR FINISHES SCOPE OF WORK AREA TP1 TACKBOARD RS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CO FLOOR CLEANOUT COORDINATE WITH PLUMBING DRAWINGS CG1 CG2 MB1 MARKERBOAR D WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MDF FEATURE PANEL MP1 GRAPHIC PANELPS1 CARPET TILE, CPT2 CARPET TILE, CPT5 CARPET TILE, CPT7 CARPET TILE, CPT4 CARPET TILE, CPT8 CARPET TILE, CPT3 GLAZING FILMGF1 PULL SIDE FLOOR BOXFB * REFER TO ELEVATIONS MATERIAL FINISH KEY: CARPET TILE, CPT6 CARPET TILE, CPT9 CARPET TILE, CPT10 ELEV ELEV LIVING B1 P1 LVT1 N508 TOILET CT2 P1 CT2 N508D BEDROOM B1 P1 LVT1 N507A BEDROOM B1 P1 LVT1 N507B LIVING B1 P1 LVT1 N507 TOILET CT2 P1 CT2 N507C STUDIO B1 P1 LVT1 N506 TOILET CT2 P1 CT2 N506A AMENITY B1 P1 CPT1 N515 CORRIDOR B1 P1 CPT1 N516 LIVING B1 P1 LVT1 N505 TOILET CT2 P1 CT2 N505C BEDROOM B1 P1 LVT1 N505A BEDROOM B1 P1 LVT1 N505B STUDIO B1 P1 LVT1 N504 STUDIO B1 P1 LVT1 N503 STUDIO B1 P1 LVT1 N502 STUDIO B1 P1 LVT1 N501 TOILET CT2 P1 CT2 N501A TOILET CT2 P1 CT2 N502A TOILET CT2 P1 CT2 N503A TOILET CT2 P1 CT2 N504A ELEC B1 P1 SC N513 TOILET CT2 P1 CT2 N510C TOILET CT2 P1 CT2 N511C TOILET CT2 P1 CT2 N509C BEDROOM B1 P1 LVT1 N509A BEDROOM B1 P1 LVT1 N510A BEDROOM B1 P1 LVT1 N511A BEDROOM B1 P1 LVT1 N511B BEDROOM B1 P1 LVT1 N510B BEDROOM B1 P1 LVT1 N509B LIVING B1 P1 LVT1 N509 LIVING B1 P1 LVT1 N510 LIVING B1 P1 LVT1 N511 BEDROOM B1 P1 LVT1 N508B BEDROOM B1 P1 LVT1 N508C BEDROOM B1 P1 LVT1 N508A STAIR 3 STAIR 1 CPT5 CPT8 P6 STAIR 1 B1 P1 SC ST1 P6 TRASH B1 P1 SC N512 STAIR 3 B1 P1 SC ST3 LIVING B1 P1 LVT1 N608 BEDROOM B1 P1 LVT1 N608C BEDROOM B1 P1 LVT1 N608B BEDROOM B1 P1 LVT1 N608A LIVING B1 P1 LVT1 N609 LIVING B1 P1 LVT1 N610 LIVING B1 P1 LVT1 N611 BEDROOM B1 P1 LVT1 N611B BEDROOM B1 P1 LVT1 N611A TOILET CT2 P1 CT2 N611C MECH B1 P1 SC N612 TOILET CT2 P1 CT2 N610C BEDROOM B1 P1 LVT1 N610A BEDROOM B1 P1 LVT1 N610B BEDROOM B1 P1 LVT1 N609B BEDROOM B1 P1 LVT1 N609A TOILET CT2 P1 CT2 N609C ELEC B1 P1 SC N614 AMENITY B1 P1 CPT1 N615 TOILET CT2 P1 CT2 N608D BEDROOM B1 P1 LVT1 N607B BEDROOM B1 P1 LVT1 N607A LIVING B1 P1 LVT1 N607 TOILET CT2 P1 CT2 N607C STUDIO B1 P1 LVT1 N606 TOILET CT2 P1 CT2 N606A LIVING B1 P1 LVT1 N605 BEDROOM B1 P1 LVT1 N605A BEDROOM B1 P1 LVT1 N605B STUDIO B1 P1 LVT1 N604 STUDIO B1 P1 LVT1 N603 STUDIO B1 P1 LVT1 N602 TOILET CT2 P1 CT2 N605C STUDIO B1 P1 LVT1 N601 TOILET CT2 P1 CT2 N601A TOILET CT2 P1 CT2 N602A TOILET CT2 P1 CT2 N603A TOILET CT2 P1 CT2 N604A ELEVELEV STAIR 3 STAIR 1 CORRIDOR B1 P1 CPT1 N616 CPT9 CPT10 P7 STAIR 1 B1 P1 SC ST1 STAIR 3 B1 P1 SC ST3 TRASH B1 P1 SC N613 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:29 PMA164 FIFTH AND SIXTH FLOOR FINISH PLAN 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionGENERAL FINISH NOTES FINISH LEGEND KEY PLAN 0'2'4'8'16' 1/8" = 1'-0"A1 FIFTH FLOOR FINISH PLAN 1/8" = 1'-0"A7 SIXTH FLOOR FINISH PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" ROOF 427' -6" THIRD FLOOR 383' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" A7 A311 A2 A311 1 2 3 3 3 3 4 4 5 5 5 4 4 6 6 44 66 4 4 7 4 8 8 7 7 44 77 4 4 777 4 4 4 7 4 4 7 7 4 7 7 44 10 8 11 9 9 9 9 9 9 999999 1 1 PORTION OF EXISTING 409 COLLEGE AVE BUILDING TO RECEIVE NEW EXTERIOR FINISH 11'-0"11'-0"11'-0"11'-0"11'-0"14'-0"4"4"NOTE: ALL WINDOWS AT 5TH AND 6TH FLOOR FLOORS ON THIS ELEVATION SHALL HAVE FIBERGLASS FRAMES. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.EIFS JOINT, TYP BRICK, TYPE 3 BRICK, TYPE 3, SEE WALL SECTION FOR FURTHER INFORMATION ON RUSTICATION BRICK, TYPE 3 BRICK, TYPE 2 BRICK, TYPE 1 SOLDIER BOND BRICK COURSE, TYPE 2, TYP BRICK, TYPE 3 STACKED BOND BRICK COURSE, TYPE 2, TYP EQEQ EQEQEQEQ LION HEAD BUSTS TO BE SUPPLIED BY OWNERALIGNALIGNTYPICAL PRECAST CONCRETE RECESS, TYPE 1, REFER TO WALL SECTION FOR FURTHER INFORMATION E2 A501 E2 A501 E2 A501 E2 A501 C11 A501 E3 A501 OPP E3 A501 E5 A501 SPANDREL GLASS, TYP, REFER TO WINDOW TYPE ELEVATIONS FOR FURTHER INFORMATION CONTROL JOINT CONTROL JOINT G10 A653 TYP E10 A653 TYP G4 A653 TYP E10 A653 TYP PRECAST CONCRETE SILL, TYP E8 A653 E8 A653 E8 A653 7 4 A3 A314 C6 A653 SIM SOLDIER BOND BRICK COURSE, TYPE 3, TYP FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" ROOF 427' -6" THIRD FLOOR 383' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" A1 A313 12 13 9 14 7 7 44 14 7 7 44 4 7 14 147 4 7 4 7 4 147 4 7 4 14 9 99 A7 A313 11'-0"11'-0"11'-0"11'-0"11'-0"14'-0"NOTE: ALL WINDOWS AT 5TH AND 6TH FLOOR FLOORS ON THIS ELEVATION SHALL HAVE FIBERGLASS FRAMES. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. BRICK, TYPE 3, SEE WALL SECTION FOR FURTHER INFORMATION ON RUSTICATION SPANDREL GLASS, TYP, REFER TO WINDOW TYPE ELEVATIONS FOR FURTHER INFORMATION BRICK, TYPE 3 CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT E10 A653 TYP G10 A653 TYP G4 A653 TYP BRICK, TYPE 3 SOLDER BOND BRICK COURSE, TYPE 3, TYP ROOF 427' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" C11 A314 A6 A314 11'-0"11'-0"C1 A502 E1 A502 FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" ROOF 427' -6" THIRD FLOOR 383' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" A2 A312 A7 A312 15 15 15 15 15 15 15 15 15 15 15 15 15 9 9 9 9 9999 99 9 9 9999 9 9 99 9 9 9999 9 9 99 9 9 9999 9 9 99 9 9 99 14'-0"11'-0"11'-0"11'-0"11'-0"11'-0"SLOPED TO MAINTAIN 7'-3" CLEAR AT CIRCULATION PATH 24'-10"5'-5"NOTE: ALL WINDOWS ON THIS ELEVATION SHALL HAVE FIBERGLASS FRAMES. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. EIFS JOINT, TYP, ALIGN WITH WINDOW HEAD AND SILLS AS SHOWN G2 A653 TYP G8 A653 TYP C11 A653 TYP 11AALIGN ALIGNDATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 1:06:48 PMA201 EXTERIOR ELEVATIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/8" = 1'-0"F6 EXTERIOR ELEVATION - WEST 1/8" = 1'-0"A7 EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"H1 EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0"A1 EXTERIOR ELEVATION - EAST BRICK, TYPE 3 EIFS JOINT, TYP REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 SOLDIER BOND BRICK COURSE, TYPE 3, TYP ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 NC FEC SD FP FA E D TPP HO OS TV S H NC TCEM TACKABLE PANEL WOOD PANEL SOUND ABSORBING WALL UNIT MEDIUM DENSITY FIBERBOARD WALL PANEL TRANSLUCENT GLAZING FILM 1. 4" BASE TYPICAL, U.O.N., REFER TO FINISH PLANS FOR TYPE 2. OUTLETS, SWITCHES, THERMOSTATS, ALARMS, ETC. SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FULL SCOPE. 3. PROVIDE 1' -0" TALL BY 5' -0" WIDE (U.O.N.) BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES 4. REFER TO FINISH PLANS FOR ADDITIONAL ROOM AND MILWORK FINISH INFORMATION 5. REFER TO INTERIOR ELEVATIONS FOR MATERIAL OF WALL SURFACES AND WALL CABINETS, CABINET DRAWERS, CABINET DOORS, COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES 6. REFER TO INTERIOR ELEVATIONS FOR LOCATION OF LOCKS INTERIOR ELEVATION GENERAL NOTES: INTERIOR MATERIAL LEGEND: ? ??? CABINET DESIGN SERIES NO. (CDS NO.) PER ARCHITECTURAL WOODWORK INSTITUTE (AWI), SEE A55X SHEETS FOR CORRESPONDING DETAILS CABINET HEIGHT CABINET DEPTHCABINET WIDTH CASEWORK TAG: PROTRUDING OBJECTS CLEAR FLOOR SPACE Unless otherwise specified may include knee and toe clearances CIRCULAR TURNING SPACE May include knee and toe clearances 'T-TURN' TURNING SPACE May include knee and toe clearances only at the end of either the base or one arm. Forward Approach Side Approach 4" MAX 80"27"15"5"3"3' -4"2' -11"3' -4" 4' -0"4' -0"EXCEPTIONS: (1) HANDRAILS MAY PROTRUDE 4-1/2" MAX. (2) DOOR CLOSERS & STOPS MAY BE 78" MIN. ABOVE THE FLOOR FIG. 307.2 FIG. 603.4 COAT HOOK & SHELF MOUNTING HEIGHTS FIG. 603.3 MIRROR MOUNTING HEIGHTS NOTE: SEE REACH RANGES FOR COAT HOOK MOUNTING HEIGHTS NOTE: HEIGHT TO EDGE OF REFLECTIVE SURFACE FIG 602.5 DRINKING FOUNTAIN SPOUT LOCATION FIG. 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET2' -10"TYPICAL CLEARANCES AND REACH RANGES - ANSI 2009 1' - 6" 1' - 0"2' - 0" TYPICAL MOUNTING HEIGHTS AND CLEARANCES FOR PLUMBING FIXTURES 6' - 9" MIN6' - 2" MINSHELF 36" MIN. WALL PROTECTION TRANSLUCENT RESIN PANEL (TRP1)33" -36"7" -9" 1 1/2" NURSE CALL REAR WALL GRAB BAR FOR BARIATRIC WATER CLOSET SIDE WALL GRAB BAR FOR BARIATRIC WATER CLOSET 24" 18" 24". 5 1/4"5 1/4"33" - 36"17" - 19"4' - 0"59"54" 42"12" (UNLESS OTHERWISE NOTED)IJINTERIOR ELEVATION SYMBOLS AND TYPICAL MOUNTING HEIGHTS 102800 - TOILET AND BATH ACCESSORIES 210000 - FIRE SUPRESSION 2'-0"BCDETYPE 1TYPE 2FGHKLNO5' - 6"4' - 0" (ADA)7' - 2"4' - 0"7' - 2"4' - 0"6"4' - 0" UONCOAT HOOK 4' - 0"6' - 8"4' - 6"FIRE EXTINGUISHER CABINET (FEC)FIRE ALARM PULLFIRE ALARM SMOKE DETECTOR1 1/2" MIN1' - 0" MIN3' - 2"TYPE 1TYPE 2TYPE 3MA B D E F G I J SANITARY NAPKIN DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER, NIC MIRROR (TOP) LAVATORY TOP OF WATER CLOSET SEAT GRAB BAR ITEM WASTE RECEPTACLE C K LTOILET PAPER DISPENSER URINAL MOUNTING HEIGHT CODE REF. ICC/ANSI A117.1-2009 6' -2" MIN M N O DRINKING FOUNTAIN SHOWER CURTAIN ROD FOLDING SHOWER SEAT SHOWER CONTROLS GRAB BAR AT TUB SOAP DISH AT TUB TOILET SEAT COVER DISPENSER TOILET PARTITION PUSH PLATE 1' -6" 2' -10" 1' -5" 2' -10" 3' -8" (1) 3' -6" (2) 3' -0" 3' -6" 3' -6" 3' -6" 2' -3" 9" 606.3 604.4 604.5 604.7 605.2 602.4 HOLT STANDARDS 610.3 608.5 HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS3' -0" ITEM CODE REF. ICC/ANSI A117.1-2009 H MIRROR (BOTTOM)3' -4" MAX 603.3 1' -6" to 4' -0" 1' -6" HAND DRYER 3' -6"HOLT STANDARDS SOAP DISH/ CORNER BASKET AT SHOWER 3' -6"HOLT STANDARDS Q R T U V S3' -4" 3' -6" 6' -10" MOUNTING HEIGHT HOLT STANDARDS 260000 - ELECTRICAL DEVICES 224000 - PLUMBING FIXTURES 270000 - COMMUNICATION SYSTEMSQRST(1)T(2)UV1' - 6"5' - 6" UON7' - 2" UON3' 10" UON6' - 8" UONPOWER OUTLETPOWER DOOR OPERATOR PUSH PLATEDOOR HOLD OPENOCCUPANCY SENSORLIGHT SWITCHTHERMOSTATWALL SCONCE LIGHT FIXTUREVALANCE LIGHT FIXTURECLOCK, NICWALL MOUNTED FLAT PANEL TELEVISIONDATA OUTLETUON1' - 6"WALL MOUNTED TELEPHONE5' - 6" UONHUMIDITY CONTROLANALOG PHONE OUTLETFAIL SAFE PHONE OUTLETPFS ANALOG FAX OUTLETF 4' - 0"5' - 1"2" HINGED SIDE OF DOOR ROOM SIGN, SEE SCHEDULE LATCH SIDE OF DOOR EDGE OF DOOR FRAME OR EDGE OF OPENINGSIGN MOUNTING ELEVATION TACK BOARD MARKER BOARD MAGAZINE RACK CORNER GUARD 3' - 2"GLOVE DISPENSER, NIC SHARPS CONTAINER, NIC4' - 0"4' - 0"CODE BLUEEMERGENCY POWER5' - 6"ZONE VALVE BOXAREA ALARM PANELNURSE CALLFIG. 308.2.1 UNOBSTRUCTED FORWARD REACH FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIG. 308.3.1 UNOBSTRUCTED SIDE REACH FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 48" MAX48"15" MIN20" MAX 48" MAX25" MAX 44" MAX48" MAX15" MIN46" MAX24" MAX 34" MAX48" MAX10"34" MAXFIG 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIG 608.3.2 GRAB BARS IN STANDARD ROLL-IN- TYPE SHOWER FIG 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION34"6" MAX BACK WALL 6" MAX 6" MAX30" MIN60" MIN UFAS3' - 0"BACK WALL36" MIN3' - 0"36" MIN 48" MINSEAT WALLCONTROL WALL48" MAX38" MINCONTROL WALL FIG 608.5.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWERS LOCATION 15" MAX 10" MAX MAX 2' - 3" MIN 1' - 4"MAX4' - 0"CONTROL LOCATION 1' - 4" MAX 1' - 3" MIN SEAT SEAT SEAT 5' - 0"2' - 0"3' - 0"1' - 0"1' - 0"3' - 0" 2' - 10 13/32"4' - 0"5' - 0" FIG 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARNCE FIG. 604.4 & FIG. 604.5.1 & FIG. 604.7 WATER CLOSET HEIGHTS 9"1' - 7" MAX1' - 5" MIN2' - 10"1' - 6"3' - 3"3' - 5" 1' - 0"3' - 6" 4' - 6"MIN1' - 6"2' - 0" MIN NOTE: REQUIRED CLEARANCE MAY INCLUDE GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE OF OTHER FIXTURES AND TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. FIG 604.3 CLEARANCE AT WATER CLOSETS 5' -0"4' -8"PLAN VIEW 18"15" .1 1/2" MINDATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:44 PMA250 TYPICAL MOUNTING HEIGHTS AND ELEVATIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULE NAME DATE INTERIOR ELEVATION NOTES: 1. ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2.REFER TO FINISH PLANS AND FINISH SCHEDULE FOR MATERIAL OF BASE AND WALL CABINETS, CABINET DRAWERS, CABINET DOORS, COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES, UON ON INTERIOR ELEVATIONS. 3.REFER TO INTERIOR ELEVATIONS FOR LOCATION OF LOCKS. 4.REFER TO FINISH SCHEDULE FOR BASE MATERIAL. 5. CABINETS NOTED AS REMOVEABLE SHALL HAVE FLOOR FINISHES EXTENDED UNDER THE CABINETRY AND ADJACENT WALLS AND SURROUNDING CABINETRY SHALL BE FINISHED. BLOCKING FOR FUTURE GRAB BAR 6"3'-0"1'-6"1'-10"SHOWER CURTAIN REMOVABLE CABINET 1" 152 23"34"32" 1-1/2" FINISHED FILLER PANEL ILLUMINATED MIRROR CENTERED OVER SINK 2'-4"1'-0"3'-0"BLOCKING FOR FUTURE GRAB BAR 2'-4"1'-0"2'-6"1'-10"8" BLOCKING FOR FUTURE GRAB BAR 6"3'-0"1'-10"1'-6"BLOCKING FOR FUTURE GRAB BARS SHOWER CURTAIN 2'-4"1'-0"2'-6"1'-10"8" BLOCKING FOR FUTURE GRAB BARS REMOVABLE CABINET BLOCKING FOR FUTURE GRAB BAR 2'-4"1'-0"3'-0" 1" 152 23"34"32" 1-1/2" FINISHED FILLER PANEL ILLUMINATED MIRROR CENTERED OVER SINK OPEN BEYOND 1" 302M 13"32"36" 302M 13"32"27" 301M 13"32"16" 302M 13"16"32" 211 24"36"16" 151 24"36"16" 230 24"36"16" 222 24"36"27" 152 24"36"36"ALIGNFINISHED END PANEL FINISHED END PANEL COOKTOP4" BACKSPLASH OPEN BEYOND FINISHED END PANEL 1"1" 230 24"36"16" 222 24"36"30" 222 24"36"30" 230 24"36"16" C6 A551 C3 A551 OPEN BEYOND FINISHED END PANEL FINISHED END PANEL 4" BACKSPLASH COOKTOP ALIGN1" 152 23"33 1/2"36" 222 23"33 1/2"30" 230 23"33 1/2"16" 151 23"33 1/2"16" 211 23"33 1/2"16" 302M 13"32"36" 302M 13"32"30" 301M 13"32"16" 302M 13"16"32" REMOVEABLE CABINET OPEN BEYOND FINISHED END PANEL 1"1" 230 24"33 1/2"18" 222 24"33 1/2"30" 222 24"33 1/2"30" 230 24"33 1/2"18" REMOVEABLE CABINET OPEN BEYOND 1" FINISHED END PANEL FINISHED END PANEL COOKTOP 211 24"36"16" 151 24"36"16" 230 24"36"16" 301M 13"32"16" 302M 13"16"32"ALIGN4" BACKSPLASH OPEN BEYOND REMOVEABLE CABINET 1" 230 24"36"15" 222 24"36"30" 152 24"36"36" SCRIBE 4" SIDESPLASH FINISHED END PANEL6'-8" TYPOPEN BEYOND FINISHED END PANEL FINISHED END PANEL FINISHED END PANEL COOKTOP 1" 302M 13"32"36" 302M 13"32"36" 302M 13"16"32" 152 24"36"36" 222 24"36"36" 151 24"36"16" 211 24"36"16"ALIGN4" BACKSPLASH OPEN BEYOND 1"1" FINISHED END PANEL230 24"36"16" 222 24"36"30" 222 24"36"30" 230 24"36"16" REMOVABLE CABINET FINISHED END PANEL FINISHED END PANEL FINISHED END PANEL 302M 13"16"32" 302M 13"32"30" 302M 13"32"36" 211 23"33 1/2"16" 151 23"33 1/2"16" 222 23"33 1/2"30" 152 23"33 1/2"36" COOKTOP 1"ALIGN4" BACKSPLASHREMOVABLE CABINET OPEN BEYOND 1"1" 230 24"33 1/2"16" 222 24"33 1/2"30" 230 24"33 1/2"16" FINISHED END PANEL FINISHED END PANEL FINISHED END PANEL ALIGN152 24"36"36" 222 24"36"30" 151 24"36"16" 211 24"36"16" 302M 13"16"32" 302M 13"32"30" 302M 13"32"36" 1" COOKTOP4" BACKSPLASH OPEN BEYOND FINISHED END PANEL 230 24"36"16" 211 24"36"16" 222 24"36"30" 1"1" FINISHED END PANEL FINISHED END PANEL FINISHED END PANEL ALIGNALIGN1" COOKTOP 4" BACKSPLASH 302M 13"16"32" 302M 13"32"30" 302M 13"32"30" 302M 13"32"36" 152 24"36"36" 222 24"36"30" 222 24"36"30" 151 24"36"16" 211 24"36"16" OPEN BEYOND 222 24"36"36" 230 24"36"16" 222 24"36"36" 230 24"36"16" 1"1" FINISHED END PANEL SCRIBE FINISHED END PANEL FINISHED END PANEL REMOVEABLE CABINET ALIGNCOOKTOP4" BACKSPLASH 302M 13"32"36" 301M 13"32"18" 302M 13"32"30" 302M 13"16"32" 152 24"36"36" 230 24"36"18"222 24"36"30" 151 24"36"16"211 24"36"16" OPEN BEYOND FINISHED END PANEL FINISHED END PANEL ALIGNCOOKTOP4" BACKSPLASH 1" 222 24"36"27" 151 24"36"16" 211 24"36"16" 302M 13"16"32" 302M 13"32"27" OPEN BEYOND SCRIBE REMOVEABLE CABINET 1" 4" SIDESPLASH 222 24"36"30" 211 24"36"16" 230 24"36"16" 152 24"36"36" FINISHED END PANEL OPEN BEYOND SCRIBE SCRIBE 4" BACKSPLASH 4" SIDESPLASH 42"42" 197 36" 211 24"36"21" 152 24"36"36" 211 24"36"18" 301M 13"32"18" 302M 13"32"36" 302M 13"32"21" 302M 13"32"27" OPEN BEYOND FINISHED END PANEL 1"1" 230 24"36"16" 222 24"36"32" 211 24"36"16" FINISHED END PANEL FINISHED END PANEL REMOVABLE CABINET COOKTOP ALIGN4" BACKSPLASH SCRIBE 302M 13"32"36" 301M 13"32"18" 302M 13"32"21" 302M 13"16"32" 211 24"36"16" 151 24"36"16" 230 24"36"18" 211 24"36"21" 152 24"36"36" OPEN BEYOND 1"1" FINISHED END PANEL 222 24"36"30" 222 24"36"30" FINISHED END PANEL FINISHED END PANEL FINISHED END PANEL 1" FINISHED END PANELALIGNCOOKTOP4" BACKSPLASH 302M 13"16"32" 302M 13"32"36" 302M 13"32"36" 152 24"36"36" 222 24"36"36" 151 24"36"16" 211 24"36"16" OPEN BEYOND 1"1" FINISHED END PANEL 211 24"36"21" 222 24"36"36" 230 24"36"21" OPEN BEYOND FINISHED END PANEL FINISHED END PANEL FINISHED END PANEL ALIGN1" FINISHED END PANEL COOKTOP 4" BACKSPLASHALIGN302M 13"16"32" 302M 13"32"32" 302M 13"32"36" 302M 13"32"36" 152 24"36"36" 211 24"36"18"230 24"36"18" 222 24"36"32"151 24"36"16" 211 24"36"16" OPEN BEYOND 1"1" FINISHED END PANEL 222 24"36"36" 230 24"36"18" 222 24"36"36" OPEN BEYOND FINISHED END PANEL 1"1" 222 24"36"32" 222 24"36"32" 230 24"36"16" 230 24"36"16" OPEN BEYOND FINISHED END PANEL FINISHED END PANEL ALIGN1" COOKTOP, CENTERED IN BASE CABINET, TYP 4" BACKSPLASH 302M 13"16"32" 301M 13"32"16" 302M 13"32"30" 302M 13"32"36" 152 24"36"36" 222 24"36"30" 230 24"36"16" 151 24"36"16" 211 24"36"16" OPEN BEYOND FINISHED END PANEL FINISHED END PANEL 4" BACKSPLASH ALIGN230 24"36"18"42"42" 197 36" 301M 13"32"16" 302M 13"16"32" 309M 13"32"16" COOKTOP 151 24"36"16" COOKTOP 4" BACKSPLASH OPEN BEYOND 1"ALIGNFINISHED END PANEL SCRIBE FINISHED END PANEL 302M 13"32"36" 302M 13"16"32" 301M 13"32"24" 42"42" 197 36" 151 24"36"16" 211 24"36"13" 152 24"36"36" 4" BACKSPLASH ALIGNFINISHED END PANEL FINISHED END PANEL 302M 13"32"21" 309M 13"32"21" 42"42" 197 36" 230 24"36"15" 1"ALIGNFINISHED END PANEL FINISHED END PANEL COOKTOP 4" BACKSPLASH 302M 13"16"32" 301M 13"32"24" 309M 13"32"18" 176 24"36"18" 211 24"36"13" 151 24"36"16" 230 24"36"16" SCRIBE 1" FINISHED FILLER PANELALIGNFINISHED END PANEL 1" REMOVEABLE CABINET 4" BACKSPLASH 152 24"36"30" 302M 13"32"27" 301M 13"32"16"1'-0"2'-4"BLOCKING FOR FUTURE GRAB BAR 302M 13"32"30" 302M 13"32"30" 302M 13"32"30" 222 12"30"30" 222 12"30"30" 222 12"30"30" FINISHED END PANEL 1" 1"ALIGN1" FILLER PANEL OPEN BEYOND PL4 COUNTEROP RETURN TO FLOOR 13'-7 1/4"1 1/2"3'-2 1/2"1 1/2" PL41'-0"2'-6"G7 A551 G10 A551 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:23:59 PMA251 INTERIOR ELEVATIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"H11 INTERIOR ELEVATION AT TYPICAL TOILET 1/4" = 1'-0"H10 INTERIOR ELEVATION AT TYPICAL TOILET 1/4" = 1'-0"H4 INTERIOR ELEVATION AT TOILET N207B 1/4" = 1'-0"H5 INTERIOR ELEVATION AT TOILET N207B 1/4" = 1'-0"H7 INTERIOR ELEVATION AT TOILET N207B 1/4" = 1'-0"G8 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"G7 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"G5 INTERIOR ELEVATION AT KITCHEN N209 - TYPE A 1/4" = 1'-0"G3 INTERIOR ELEVATION AT KITCHEN N209 - TYPE A 1/4" = 1'-0"G2 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"G1 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"E11 INTERIOR ELEVATION AT KITCHEN N206 1/4" = 1'-0"E10 INTERIOR ELEVATION AT KITCHEN N206 1/4" = 1'-0"E8 INTERIOR ELEVATION AT KITCHEN N205 - TYPE A 1/4" = 1'-0"E6 INTERIOR ELEVATION AT KITCHEN N205 - TYPE A 1/4" = 1'-0"E5 INTERIOR ELEVATION AT KITCHEN N207 1/4" = 1'-0"E3 INTERIOR ELEVATION AT KITCHEN N207 1/4" = 1'-0"D1 INTERIOR ELEVATION AT KITCHEN N305/N405 1/4" = 1'-0"D3 INTERIOR ELEVATION AT KITCHEN N305/N405 1/4" = 1'-0"E1 INTERIOR ELEVATION AT KITCHEN N309/N409 1/4" = 1'-0"D4 INTERIOR ELEVATION AT KITCHEN N306/N406 1/4" = 1'-0"D6 INTERIOR ELEVATION AT KITCHEN N306/N406 1/4" = 1'-0"D8 INTERIOR ELEVATION AT KITCHEN N308/N408 1/4" = 1'-0"D11 INTERIOR ELEVATION AT KITCHEN N308/N408 1/4" = 1'-0"B11 INTERIOR ELEVATION AT KITCHEN N507/N607 1/4" = 1'-0"B9 INTERIOR ELEVATION AT KITCHEN N507/N607 1/4" = 1'-0"B3 INTERIOR ELEVATION AT KITCHEN N505/N605 1/4" = 1'-0"B4 INTERIOR ELEVATION AT KITCHEN N505/N605 1/4" = 1'-0"B6 INTERIOR ELEVATION AT KITCHEN N508/N608 1/4" = 1'-0"B8 INTERIOR ELEVATION AT KITCHEN N508/N608 1/4" = 1'-0"G10 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"G11 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"D9 INTERIOR ELEVATION AT KITCHEN N308/N408 1/4" = 1'-0"B1 INTERIOR ELEVATION AT KITCHEN N506/N606 1/4" = 1'-0"A9 INTERIOR ELEVATION AT KITCHEN N506/N606 1/4" = 1'-0"A8 INTERIOR ELEVATION AT KITCHEN 1/4" = 1'-0"A6 INTERIOR ELEVATION AT KITCHEN REVISION SCHEDULE NAME DATE 1/4" = 1'-0"H8 INTERIOR ELEVATION AT TYPICAL TOILET 1/4" = 1'-0"A5 INTERIOR ELEVATION AT RECEPTION 1/4" = 1'-0"A3 INTERIOR ELEVATION AT RECEPTION EWS2 FS2EWS1FS3FS4 FS4FS4RS1FS4EWS2 EWS1 EWS1 SIMRS1EWS1FS3EWS2 FS1FS2FS4EWS1 FS4FS4FS4EWS1 SIMRS1RS1EWS2 EWS2 EWS1 FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" BASEMENT 347' -6" N O A653 E8 A654 G4 A654 A11 TYP A502 B3 SIM A502 E3 A654 B1 A653 C9 TYP SIM SIM A653 C6 11'-0"14'-0"11'-0"11'-0"3 BRICKCOURSESCOURSES9 BRICKCOURSES7 BRICK± 2'-0"(2 BRICK COURSES)PRECAST CONCRETE SILLCOURSES7 BRICKJOINT3/8" SOFTMOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUNDATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS SIDEWALK, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION 8"ALIGNSIM 3/4" PRECAST CONCRETE PANEL ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" N O A654 G6 A653 E5 A653 G10 TYP A653 C9 TYP A653 G10 TYP A653 G10 TYP A502 E6 SIM A502 A6 SIM A502 A6 SIM A653 E10 TYP A653 E10 TYP A502 B6 A502 H6 SIM SIM 11'-0"11'-0"11'-0"11'-0"BRICK COURSESOLDIER BONDCOURSES6 BRICKBRICK COURSESOLDIER BONDCOURSES6 BRICK(2 BRICK COURSES)PRECAST CONCRETE SILLBRICK COURSESOLDIER BOND18 BRICK COURSES± 2'-5 1/4"± 2'-0 1/2"± 1'-11 3/8"14 BRICK COURSESBRICK COURSESOLDIER BOND16 BRICK COURSESBRICK COURSESOLDIER BOND3 BRICKCOURSESSIM SIM FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" BASEMENT 347' -6" O A502 D4 A502 B3 A502 A6 A502 E3 SIM 11'-0"14'-0"11'-0"49 BRICK COURSES2'-0"BRICK COURSESOLDIER BOND48 BRICK COURSESJOINT3/8" SOFT11'-0"39 BRICK COURSESMOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUDNATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS SIDEWALK, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" N O A502 E6 A502 A6 SIM A502 A6 SIM A502 B6 A502 H6 11'-0"11'-0"11'-0"11'-0"BRICK COURSESOLDIER BONDCOURSES6 BRICKBRICK COURSESOLDIER BOND38 BRICK COURSESBRICK COURSESOLDIER BOND18 BRICK COURSES39 BRICK COURSES14 BRICK COURSESBRICK COURSESOLDIER BOND9 BRICK COURSESBRICK COURSESOLDIER BOND34 BRICK COURSESBRICK COURSESOLDIER BOND9 BRICK COURSESBRICK COURSESOLDIER BOND21 BRICK COURSESDATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:03 AMA311 WALL SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/2" = 1'-0"A7 WEST WALL SECTION 1/2" = 1'-0"A2 WEST WALL SECTION REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 FS4EWS3 EWS3 FS2FS3FS1FS4FS4FS4EWS3 EWS3 EWS3 EWS3RS1 FS4EWS3 FS1FS2EWS3FS3 EWS3 FS4FS4FS4EWS3 EWS3 EWS3 EWS3 EWS3RS1 FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" BASEMENT 347' -6" AB A502 A9 A502 D10 A502 F10 11'-0"14'-0"11'-0"11'-0"MOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUNDATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS SIDEWALK, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION ALIGN OUTSIDE FACE OF COLD FORMED FRAMING WITH SLAB EDGE AND FOUNDATION WALL INTERIOR RAMP, REFER TO PLANS AND STRUCTURAL DRAWINGS A451 H3 3'-0"A502 A1 ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" AB A502 F10 SIM A502 F10 SIM A502 F10 SIM A502 H10 11'-0"11'-0"11'-0"11'-0"FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" BASEMENT 347' -6" AB A653 C11 TYP A653 C9 TYP A653 G8 TYP A502 A9 A502 D10 A502 F10 SIM 11'-0"14'-0"11'-0"11'-0"2'-0"MOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUDNATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS SIDEWALK, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION ALIGN OUTSIDE FACE OF COLD FORMED FRAMING WITH SLAB EDGE AND FOUNDATION WALL INTERIOR RAMP, REFER TO PLANS AND STRUCTURAL DRAWINGS 3'-0"A451 H3 SIM ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" AB A653 C11 TYP A653 G8 TYP A653 C11 TYP A653 G8 TYP A653 C11 TYP A653 G8 TYP A653 C11 TYP A653 G8 TYP A653 C9 TYP A502 F10 SIM A502 F10 SIM A502 F10 SIM A502 H10 SIM 11'-0"11'-0"11'-0"11'-0"2'-0"2'-0"2'-0"2'-0"DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:08 PMA312 WALL SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/2" = 1'-0"A2 EAST WALL SECTION 1/2" = 1'-0"A7 EAST WALL SECTION REVISION SCHEDULE NAME DATE FS3EWS1 FS1FS2FS4FS1FS3FS3SIM EWS1 FS4FS4SIMRS1EWS1 EWS1 FS4RS1EWS1 FS4FS4FS3SIMRS1FS4RS1EWS1 EWS1 FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" A502 G3 A654 B10 11'-0"14'-0"COURSES5 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSE COURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES5 BRICKTYP 3/4" MOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUNDATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS SIDEWALK, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION 11'-0"FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" BASEMENT 347' -6" 2 A654 G1 A654 A11 TYP 1.9 MOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUNDATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS SIDEWALK, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION 11'-0"14'-0"11'-0"A502 B3 SIM A654 B1 SIM A654 B6 2'-0"ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6"11'-0"11'-0"11'-0"11'-0"A654 B1 SIM A654 B3 SIM± 2'-0 1/2"A653 E10 TYP A502 E6 SIM3 BRICKCOURSESA653 C9 TYP A653 E10 TYP ± 1'-11 3/8"16 BRICK COURSESBRICK COURSESOLDIER BONDA653 G10 TYP A502 A6 SIM A653 G10 TYP A502 H6 SIM 14 BRICK COURSESBRICK COURSESOLDIER BONDSIM SIM ROOF 427' -6" THIRD FLOOR 383' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6"11'-0"11'-0"11'-0"11'-0"A654 B10 SIM A654 B1 SIM14 BRICK COURSESBRICK COURSESOLDIER BOND9 BRICK COURSESBRICK COURSESOLDIER BOND34 BRICK COURSESBRICK COURSESOLDIER BOND9 BRICK COURSESBRICK COURSESOLDIER BOND21 BRICK COURSESA502 H6 SIM A502 A6 SIM A502 E6 SIM A654 B3 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:07 AMA313 WALL SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/2" = 1'-0"A7 NORTH WALL SECTION 1/2" = 1'-0"A1 NORTH WALL SECTION REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 FS2FS3FS45 4B 4B FS4FS4FS4RS14B 4B EWS3A EWS3A SIMRS1EWS3A EWS1A FS1FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" eB7 11'-0"14'-0"11'-0"EXISTING WALL CONSTRUCTION EXISTING WALL CONSTRUCTION EXISTING WALL CONSTRUCTION EXISTING FLOOR SLAB EXISTING FLOOR SLAB EXISTING FLOOR SLAB ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE FIRESAFING INSULATION FIRESAFING INSULATION ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" eB7 11'-0"11'-0"11'-0"11'-0"EXISTING ROOF SYSTEM EXISTING WALL CONSTRUCTION EXISTING WALL CONSTRUCTION EXISTING FLOOR SLAB ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE FIRESAFING INSULATION A502 F10 SIM A502 H10 SIM A502 G1 ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6"11'-0"11'-0"STAIR EXISTING WALL CONSTRUCTION EXISTING ROOF SYSTEM MEMBRANE FLASHING EMBEDDED FLASHING METAL DRIP EDGE 1'-0"CANT ROOF SYSTEM FLASHING MEMBRANE A502 H10 SIM STAIR FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" THIRD FLOOR 383' -6" E SITE WALL, REFER TO SITE/CIVIL DRAWINGS FOR FURTHER INFORMATION TYP 3/4"COURSES5 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICK1 BRICKCOURSECOURSES6 BRICKA502 G3 SIM 11'-0"14'-0"MOLDED SHEET DRAINAGE PANEL, EXTEND TO FOUNDATION DRAIN FOUNDATION WATERPROOFING, EXTEND TO BOTTOM OF FOOTING WATERSTOP FOUNDATION DRAIN, REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR FURTHER INFORMATION 2" EXTRUDED- POLYSTYRENE BOARD INSULATION CONCRETE WALL, REFER TO STRUTURAL DRAWINGS ALIGN OUTSIDE FACE OF COLD FORMED FRAMING WITH SLAB EDGE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:15 PMA314 WALL SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/2" = 1'-0"A6 SOUTH WALL SECTION 1/2" = 1'-0"C11 STAIR 1 WALL SECTION REVISION SCHEDULE NAME DATE 1/2" = 1'-0"A3 WALL SECTION AT PLAZA e1 e2 e3 eA455.8 5.9 6 7 A B C D E F N210 LIVING N209 'A' LIVING N208 LIVING N208A BEDROOM N209A 'A' BEDROOM N210A BEDROOM N210B TOILET N209B 'A' TOILET N208B TOILET A251 H10 H11 A251 H10 H11 A251 G8 G7 A251 G5 G3 A C E N208 E C N209 A A C E N210 1B 4B 1B 1A 1A1A 1D 1D 1B 1A 2B 2B 1A 1A 1A 1D 1D 1A 2B 1A 1A 1A 1D 1D 1A 2B 2B 2B 1B 2B 2B 2B 2B2B 2B 2B 1B 2'-4 7/8"5'-6 3/8"5'-6"5'-8 5/8"2'-10 1/4"CLR3'-4"ALIGN2'-4 7/8"5'-6 3/8"5'-6"5'-8 5/8"2'-10 1/4"CLR3'-4"ALIGN2'-10 3/8"6'-4 7/8"5'-6 3/8"5'-8"5'-8 5/8"2'-10 1/4"2'-4 7/8" CLR 1'-7 1/4"CLR3'-4"ALIGN3'-7 1/4"3'-7" CLR 1'-9" 2B MIN 1'-6" 16"-18"MIN 1'-6" 16"-18" 3'-6 7/8" 2'-5 3/8"6'-4 7/8"2'-8"2'-10 3/8"6'-4 7/8" 16"-18"MIN 1'-6" 3'-5 1/4"3'-5 1/4" CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF A251 G11 G10 3'-5 1/4" C6 A551 C3 A551 6.5 H8 H8 A251 H10 H8H11 OPP 3'-2"3'-2"e6 e7 eA e5.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 K L N O N204A TOILET N203A TOILET N202A TOILET N201A TOILET N201 STUDIO N202 STUDIO N203 STUDION204 STUDIO A251H10 H11 A251 H10 H11 A251 G2 G1 N204 N203 N202 N201 E EEE C C C C 1B 1B 1B1B 1A 1A 1D 1D 2B 2B 1B 1D 1D 2B 2B 1D 1D 2B 2B 1B 4B 1A 1A 2B 2B 1D 1D 2B 2B 1B2B2B 1A 1A 2B 1A 1A 2B 2B 1B 2B 2B 2B 2B 2'-7 1/4"9'-4 1/4"4'-2 7/8"2'-9 5/8"5'-3 1/8"CLR 1'-6" 2'-4 7/8"2'-7 1/4"5'-3 1/8"2'-9 5/8"4'-2 7/8"3'-1" CLR 1'-6" CLR 1'-6"4'-11 5/8"4'-2 7/8"2'-9 5/8"5'-3 1/8"CLR 1'-6" 2'-6 1/4" 3'-0 1/4"3'-9"M 5'-4 7/8"2'-2"2'-4 3/8"5'-4 7/8"MIN1'-6"16"-18"5'-4 7/8"2'-2"2'-4 3/8"5'-4 7/8"2'-11 3/8"MIN1'-6"16"-18"3'-4 7/8" CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF A251 G2 OPP G1 OPP A251 G2 G1 A251 G2 OPP G1 OPP 3'-4 7/8" 3'-1" 3'-4 7/8"3'-9"3'-9"3'-9"3'-4 7/8" 3'-1"1'-4 1/8"9 1/2"1'-4 1/8"9 1/2" 6.5 H8 SIM OPP 2'-11 3/8"H8 SIM A251 H10 H11 H8 SIM OPP A251H10 H11 H8 SIM 32 3.9 K L N O N205 'A' LIVING N205C 'A' TOILET N205B 'A' BEDROOM N205A 'A' BEDROOM A251 A251 E8 E6 N205 C E AA C C A651 A3 B 1B 1B 1A 1A 2B2B 1A 1A 1A 1D 1D 1D 1D 1D 1B 1B 2B 2B 2B 1D 2B A501 C8 5'-1 1/8"5'-2 7/8" 3'-3 7/8" 2'-6"2'-4 7/8"4'-1 1/4"2'-7 1/4"6'-4 7/8"2'-7"2'-4 7/8"2'-4 7/8"CLR 1'-6" CLR 1'-6" 5'-4 7/8"3'-2" 2'-4"1'-0" M MIN1'-6"16"-18"1D CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF H8 H10 H11 OPP 32 3.5 E F G H J K N206B TOILET N206 LIVING N206A BEDROOM A251 H10 H11 A251 E11 E10 E N206 B A 6 2B 2B 2B 2B 1A 2B 2B 1B 1A 1D 1D 1B 1B 1B 1A 4'-11"4'-6"2'-4 7/8"ALIGNCLR3'-4"3'-2 3/4"6'-4 7/8"2'-6 3/8"3'-2"5'-1 1/4"9'-6 1/8"16"-18"MIN 1'-6" A501 C6 3'-4 5/8" CLOSET ROD W/ SHELF5'-4 3/8"H8 OPP 32 3.5 4 A B C N207 LIVING N207A BEDROOM N207B TOILET A251 H5 H4 H7 A251 E5 E3 A E N207 B 1A 1A 1A 2B 2B 1D 1D 2B 1B 2B 2B 1B 6 7'-3 7/8"2'-7"4'-0 7/8"CLR 1'-6"3'-6"ALIGN7'-11 1/2"2'-4 7/8" 5'-4 7/8"2'-1" 1'-6" CLOSET ROD W/ SHELF 1.9 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:21 PMA401 APARTMENT ENLARGED PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"E7 APARTMENT ENLARGED PLAN - N208, N209, N210 1/4" = 1'-0"A7 APARTMENT ENLARGED PLAN 1/4" = 1'-0"A5 APARTMENT ENLARGED PLAN - N205 1/4" = 1'-0"E5 APARTMENT ENLARGED PLAN - N206 1/4" = 1'-0"G2 APARTMENT ENLARGED PLAN - N207 - N201, N202, N203, N204, N301, N302, N303, N304, N401, N402, N403, N404 REVISION SCHEDULE NAME DATE e1 e2 e3 eA455.8 5.9 6 7 A B C D E F G N310 LIVING N311 LIVING N312 LIVING N312B BEDROOM N312A BEDROOM N312C TOILET N311C TOILET N311A BEDROOM N311B BEDROOM N310B BEDROOM N310A BEDROOM N310C TOILET A251 H10 H11 A251 H10 H11A251H11 H10 A251 G8 G7 A251 G11 OPP G10 OPP A251 G11 G10 A A A AAA E E E N312N311 N310 4B1B1B1B 1B 1A1A 1A 1A 1A 1A 2B 2B 1A 1D 1D 1D 1D 1A 1A 1A 2B 2B 1A 1D 1D 1D 1D 1A 1A 1A 2B 2B 1A 1D 1D 1D 1D 1B 2B2B 2B 2B2B 2B 2B2B5'-2 7/8"2'-4 7/8"2'-4 7/8"5'-2 7/8"5'-8 5/8"2'-10 1/4"ALIGNCLR3'-4"5'-2 7/8"2'-4 7/8"2'-4 7/8"5'-2 7/8"5'-8 5/8"2'-10 1/4"4'-0 7/8"CLR3'-4"ALIGN5'-2 7/8"2'-4 7/8"2'-4 7/8"5'-2 7/8"5'-8 5/8"2'-10 1/4"4'-0 7/8" CLR 1'-6"ALIGNB B CLR1'-6"4'-0 7/8" 3'-7"CLR1'-6"2'-5 3/8"6'-4 7/8"2'-8"2'-10 3/8"6'-4 7/8" 16"-18"MIN 1'-6" CLR 1'-9" MIN 1'-6" 16"-18" B B CLR1'-6"3'-7"3'-7 1/4" 2'-10 3/8"6'-4 7/8" B B MIN 1'-6" 16"-18" 3'-5 1/4"3'-5 1/4" CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF 3'-5 1/4" 6.5 H8 OPP H8 H8 3'-2"3'-2"1A 2A 32 3.9 4 K L N O N305 LIVING N305C TOILET N305D CLOSET N305B BEDROOM N305A BEDROOM A251 A251 D1 D3 N305 E D A AC C B 1B 1A 1A 2B2B 1A 1A 1A 1A 1A 1A 1A 1A 1B 1B 2B 2B 2B 2B 1D 2B M EQUALEQUAL 4'-5"4'-5"6'-6" 2'-9 5/8"2'-7 1/4"2'-2"5'-5 7/8"2'-4 7/8"2'-7"6'-4 7/8"3'-4 1/8"2'-4 7/8"2'-4 7/8"1'-5" 1'-11"CLR3'-7"A501 C8 SIM 16"-18"MIN1'-6"1D 1D1A CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF H11 H10 H8 SIM OPP 1A 2A 32 3.5 F G H J K N307 STUDIO N307A TOILET N306A TOILET N306 STUDIO A251 H10 H11 A251 H10 H11 A251 A251 D4D6 N307 E C C N306 E 1B 1B 1B 1D 1D 2B 2B 1D 1D 2B 2B 1A 1A 2B 2B 1A 1A 2B 2B 1B1B 1B 1B 2B 2B2'-4 7/8"5'-3 1/8"2'-9 5/8"2'-9 3/8"6'-4 7/8"2'-7"2'-4 7/8"5'-0 7/8"2'-6 5/8"2'-1 1/8"5'-4 7/8"3'-2" ALIGN CLR 3'-7" CLR 3'-7"16"-18"MIN1'-6"CLR1'-7"4'-1"16"-18"MIN 1'-6"3'-4 3/4"3'-5"CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF G2OPPG1OPP 6'-4 7/8"2'-10 3/8"2'-2"5'-4 7/8"H8 SIM OPP H8 OPP 1A 2A 32 3.5 A B C D E F N308A BEDROOM N308B BEDROOM N308C TOILET N308 LIVING A251 H10 H11 A251 D8 D11 A C E B B N308 A C 5 1B 1A 1A 1A 1D 1D 1B 1D 1D 1B 6 1A 2B 2B 1B 1B 1D 1D 1B A501 C8 8'-3 3/8" 1 2B ALIGN 2'-4 7/8"5'-8 5/8"7'-4 7/8"CLR4'-5 1/2"CLR 3'-9 1/2"7'-2 1/8"2'-1 3/4"2'-4 7/8"5'-4 7/8"3'-4 1/2"16"-18"MIN 1'-6" CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF 1.9 D9 2'-4 7/8"2'-4 5/8"4'-0 1/4"2'-8" OPP H8 32 3.5 4 A B C N309 LIVING N309A BEDROOM N309B TOILET A251H11 A251 E1 N309 E AB1B 1A 1A 1D 1A 1D 2B 1A 2B 1B 1B 2B 2B 2B1A 2B 4'-10 7/8"8'-4 1/2"2'-4 7/8"5'-4 7/8"3'-2"MIN 1'-6" 16"-18" 2'-10 3/8"6'-4 7/8" CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF 1.9 3'-5" CLR 1'-6"ALIGN2'-4 1/8"2'-8 5/8"2'-4"H10 H8 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:26 PMA402 APARTMENT ENLARGED PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"E7 APARTMENT ENLARGED PLAN 1/4" = 1'-0"A9 APARTMENT ENLARGED PLAN - N305, N405 1/4" = 1'-0"A4 APARTMENT ENLARGED PLAN - N306, N307, N406, N407 1/4" = 1'-0"D1 APARTMENT ENLARGED PLAN - N308, N408 1/4" = 1'-0"G4 APARTMENT ENLARGED PLAN - N309, N409 - N310, N311, N312, N410, N411, N412, N509, N510, N511, N609, N610, N611 REVISION SCHEDULE NAME DATE 1A 2A 32 3.5 4 A B C D E N508 LIVING N508D TOILET N508C BEDROOM N508B BEDROOM N508A BEDROOM A251 A251 B6B8 B A A B B A N508E 1B 1A 1B 1A 1A 1A 1A 1D 1D 1D1A 1D 1D 1A 2B 1D 1D 1B 2B 2B 6 1B 2B 2B 1 2'-7 1/8"7 1/2"5'-9"6'-4 1/8"2'-4 7/8"2'-4 7/8"2'-2 1/4"4'-2"4'-8 7/8"2'-4 7/8"1'-7"2'-4 7/8"ALIGN 4'-8 7/8"2'-3 3/8"4'-2 1/4"ALIGN CLR 3'-4 5/8"1'-6"5'-7 1/4"3'-2 1/4"3'-3"1D3'-2"3'-4 7/8"CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF B 1.9 H11 H10 H8 2A 32 3.5 E F G H J K N507 LIVING N507C TOILET N507A BEDROOM N507B BEDROOM N506 STUDIO N506A TOILET A251 A251 H10 H11 A251 B11 B9 AA N507 E E N506 C BB 1B 1B 1B 1B 1A 1A 2B 2B 1A 1D 1D 1D 1D 1A 2B6 1A 1A 2B 2B 1B 2B 2B 2B 1D 5 2'-4 7/8"2'-4 7/8"8'-5"12'-10 1/8"4'-1 1/8"5'-2 1/4"CLR3'-7"EQUAL 2'-4 7/8"6'-4 7/8"2'-7 1/4"2'-7"16"-18"MIN 1'-6"16"-18"MIN1'-6"CLR1'-7"EQUAL 1DCLOSET ROD W/ SHELF CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF 1.9 A251 B1 A92'-6"2'-7 1/8"8'-6 1/4"5'-4 7/8"3'-2"6'-4 7/8"2'-10 3/8"2'-2"5'-4 7/8"H8 OPP H8 H10 H11 SIM OPP 2A 32 3.9 4 K L N505 LIVING N505C TOILET N505B BEDROOM N505A BEDROOM A251 H10 H11 A251 B3 B4 N505 B A B A 1B 1A 1A 2B2B 1A 1A 1A 1D 1D 1D 1D 1A 1B 2B 2B 2B M 4'-0 7/8"6'-1 1/2"1'-6 7/8"2'-7"5'-4 1/8"2'-7"6'-1 7/8"3'-10 7/8"2'-4 7/8"2'-4 7/8"90°1'-7" 1'-10"3'-7"E MIN1'-6"16"-18"CLOSET ROD W/ SHELF CLOSET ROD W/ SHELF 5'-4 7/8"2'-1 1/2" H8 SIM OPP e6 eA e5.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 K L N504 STUDIO N504A TOILET N503A TOILET N503 STUDIO N502 STUDIO N502A TOILET N501A TOILET N501 STUDIO N504 E E N503 N502 E E EWS1A 1B 1B 1B1B 1B 1A 1A 1A 1A 1A 1A 1A 1A 2B2B 2B 2B2B 2B 2B 2B 2B2B 2B 2B 2B 2B 2B 2B 2B 2B2B M CLR 1'-6" CLR 1'-6" CLR 1'-6" CLR 1'-7 1/8"2'-9"6'-1 7/8"8'-6 1/4"2'-7 1/8"2'-6"2'-8 3/8"2'-9"6'-1 7/8"8'-6 1/4"2'-7 1/8"MIN1'-6"16"-18"5'-4 7/8"2'-2"2'-4 3/8"5'-4 7/8"MIN1'-6"16"-18"A251 A8 A6 6.5 A251 H10 H8 H11 SIM OPP A251H10 H8 H11 SIM A251 H10 H8 H11 SIM OPP A251H10 H8 H11 SIM 5'-4 7/8"2'-2"2'-4 3/8"5'-4 7/8" PROVIDE 30" WIDE BASE CABINET PROVIDE 30" WIDE BASE CABINET DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:11 AMA403 APARTMENT ENLARGED PLANS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"F3 APARTMENT ENLARGED PLAN - N508, N608 1/4" = 1'-0"E8 APARTMENT ENLARGED PLAN - N506, N507, N606, N607 1/4" = 1'-0"A9 APARTMENT ENLARGED PLAN - N505, N605 1/4" = 1'-0"A7 APARTMENT ENLARGED PLAN - N501, N502, N503, N504, N601, N602, N603, N604 REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 ADD-01 03.02.2020 DN UPUP DN UP UP DN DN A9 A451 32 3.5 D E VERTICAL GUARD RAIL AND HAND RAIL EXTEND GUARD RAIL AND HAND RAIL TO WALL TYP F1 A451 5'-7" 9 TREADS AT 11" 8'-3"3'-9 1/2"3'-8" CLRST3 STAIR 3 WALL MOUNTED HAND RAIL 1.9 A9 A451 32 3.5 D E AT 11" 1'-10" 2 TREADS 1'-0"3'-9" 11 TREADS AT 11" 10'-1"3'-9 1/2" VERTICAL GUARD RAIL AND HAND RAIL SELF CLOSING GATE ON MAGNETIC HOLD OPEN TIED TO FIRE ALARM SYSTEM WALL MOUNTED HAND RAIL TYP F1 A451 3'-8" CLR3'-8" CLR3'-8" CLRST3 STAIR 3 WALL MOUNTED HAND RAIL VERTICAL GUARD RAIL AND HAND RAIL 17'-7 1/2" 5'-7" 8 TREADS AT 11" 7'-4"4'-8 1/2" 1.9 A9 A451 32 3.5 D E 17'-7 1/2" 3'-9" 11 TREADS AT 11" 10'-1"3'-9 1/2"8'-4 1/4"3'-8" CLR3'-8" CLR5'-7" 9 TREADS AT 11" 8'-3"3'-9 1/2" VERTICAL GUARD RAIL AND HAND RAIL WALL MOUNTED HAND RAIL WALL MOUNTED HAND RAIL TYP F1 A451 ST3 STAIR 3 1.9 A9 A451 32 3.5 D E 17'-7 1/2" 5'-7" 8 TREADS AT 11" 7'-4"4'-8 1/2" TYP F1 A451 5'-7" 9 TREADS AT 11" 8'-3"3'-9 1/2"8'-4 1/4"3'-8" CLR3'-8" CLRVERTICAL GUARD RAIL AND HAND RAIL WALL MOUNTED HAND RAIL WALL MOUNTED HAND RAIL ST3 STAIR 3 1.9 A9 A451 32 3.5 D E EXTEND GUARD RAIL AND HAND RAIL TO WALL 17'-7 1/2" 5'-7" 8 TREADS AT 11" 7'-4"4'-8 1/2" 5'-7" ST3 STAIR 3 8'-4 1/4"WALL MOUNTED HAND RAIL VERTICAL GUARD RAIL AND HAND RAIL3'-8" CLR3'-8" CLRWALL MOUNTED HAND RAIL F1 A451 TYP CLR3'-4"AT 11" 1 TREAD UP 1.9 FIRST FLOOR 358' -6" SECOND FLOOR 372' -6" ROOF 427' -6" THIRD FLOOR 383' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" BASEMENT 347' -6" 32 3.5 11'-0"14'-0"11'-0"11'-0"11'-0"11'-0"11'-0"EXTEND GUARD RAIL AND HAND RAIL TO WALL SELF CLOSING GATE A451 D1 TYPTYP A451 C1 TYP TYP TYP A451 A1 TYP 1.9 12 RISERS @ 7" MAX7'-0"12 RISERS @ 7" MAX7'-0"9 RISERS @ 7" MAX TYP5'-2 1/2" TYP10 RISERS @ 7" MAX TYP5'-9 1/2" TYP3 RISERS @ 7" MAX1'-7 3/8"1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS 11"1"4"SEE STAIR SECTIONSTAIR TREAD INSERT 1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS 11"2"4"SEE STAIR SECTIONSTAIR CONSTRUCTION SEE STRUCTURAL DRAWINGS STAIR TREAD INSERT 3'-0" ABOVE NOSING OR FINISH FLOOR U.O.N.4'-0" O.C. MAX. 1/4"1/4"1 1/2" 1 1/2" OD PAINTED STEEL HANDRAIL 1 1/2" OD PAINTED STEEL HANDRAIL PAINTED STEEL HANDRAIL BRACKET PAINTED STEEL HANDRAIL BRACKET PAINTED STEEL HANDRAIL BRACKET 1 1/2" OD PAINTED STEEL HANDRAIL, CAP AND RETURN ALL ENDS TO WALL STAIR CONSTRUCTION SEE STRUCTURAL DRAWINGS CONCRETE FILLED METAL PAN LANDING CLIP ANGLE 1/2" 3 5/8" 1 1/2"5 1/2"1" x 3/8" STEEL PLATE UPRIGHTS (TYP.) 1 3/4" x 1/2" STEEL POST, TYP. 1 3/4" O.D. STEEL PIPE RAIL 1/4" STEEL PLATE RAILING MOUNTING BRACKET 1 1/4" NPS STEEL PIPE RAIL TYP. 1 3/4" x 3/8" STEEL PLATE TOP RAILS (TYP.)3' - 0"5/8"3' - 6"6"3' - 0"6"3' - 0"4"3"3"3"4"4" MAX 4" 1 3/4" X 1/2" STEEL POST 1" X 3/8" STEEL PLATE UPRIGHTS, TYPICAL 1" X 3/8" STEEL PLATE UPRIGHTS, TYPICAL 1 3/4" x 3/8" STEEL PLATE BOTTOM RAIL 1 3/4" X 1/2" STEEL POST 1" X 3/8" STEEL PLATE UPRIGHTS, TYPICAL 1 1/4" NPS STEEL PIPE RAIL, TYPICAL EDGE OF STRINGER BELOW BOTTOM RAIL 1 3/4" x 3/8" STEEL PLATE BOTTOM RAIL3' - 0"1' - 0" PLAN SEE PLAN SEE 1' - 0"ABOVE NOSING3' - 0"ABOVE NOSING3' - 0"EXTEND HANDRAIL HORIZONTAL FOR 1'-0" AT TOP OF STAIR RUNS EXTEND HANDRAIL FOR 1'-0" AT BOTTOM OF STAIR RUNS 2"SEE PLAN 4"4"SEE STAIR SECTION1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS STAIR CONSTRUCTION SEE STRUCTURAL DRAWINGS STAIR TREAD INSERT DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:38 PMA451 STAIR PLANS AND SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"A6 STAIR 3 ENLARGED PLAN - BASEMENT 1/4" = 1'-0"C6 STAIR 3 ENLARGED PLAN - FIRST FLOOR 1/4" = 1'-0"D6 STAIR 3 ENLARGED PLAN - SECOND FLOOR 1/4" = 1'-0"F6 STAIR 3 ENLARGED PLAN - THIRD THROUGH SIXTH FLOOR 1/4" = 1'-0"H6 STAIR 3 ENLARGED PLAN - ROOF 1/4" = 1'-0"A9 STAIR 3 - SECTION 1 1/2" = 1'-0"C1 TYPICAL STAIR SECTION 1 1/2" = 1'-0"D1 TYPICAL STAIR SECTION AT TOP LANDING 1 1/2" = 1'-0"H3 TYPICAL WALL MOUNTED HANDRAIL 1 1/2" = 1'-0"F1 TYPICAL STAIR SECTION AT WALL 1 1/2" = 1'-0"D3 TYPICAL VERTICAL GUARDRAIL - SECTION 1 1/2" = 1'-0"A3 TYPICAL VERTICAL GUARDRAIL DETAIL - ELEVATION 1 1/2" = 1'-0"F3 TYPICAL VERTICAL GUARDRAIL DETAIL AT LANDING 3/4" = 1'-0"H1 TYPICAL WALL MOUNTED HAND RAIL – EXTENSIONS 1 1/2" = 1'-0"A1 STAIR SECTION AT BOTTOM LANDING REVISION SCHEDULE NAME DATE DN UP DN UP DN e4 e5 eB7 H J B10 A452 EXISTING STAIR 8'-7 1/4" 3'-8" CLR VERTICAL GUARD RAIL AND HAND RAIL, EXTEND EXISTING WALL MOUNTED HAND RAIL5'-3 3/4"8 TREADS AT 11"7'-4"4'-1"ST1 STAIR 1 F1 A451 TYP e4 e5 eB7 H J K B10 A452 VERTICAL GUARD RAIL AND HAND RAIL WALL MOUNTED HAND RAIL WALL MOUNTED HAND RAIL 8'-7 1/4"4'-1"8 TREADS AT 11"7'-4"5'-3 3/4"4'-4 3/4"9 TREADS AT 11"8'-3"4'-1"3'-8" CLR 3'-8" CLR F1 A451 TYP e4 e5 eB7 H J K B10 A452 VERTICAL GUARD RAIL AND HAND RAIL WALL MOUNTED HAND RAIL WALL MOUNTED HAND RAIL 8'-7 1/4"4'-4 3/4"9 TREADS AT 11"8'-3"4'-1"3'-8" CLR 3'-8" CLR F1 A451 TYP ROOF 427' -6" FOURTH FLOOR 394' -6" FIFTH FLOOR 405' -6" SIXTH FLOOR 416' -6" e4 e5HJ A451 D1 TYP A451 C1 TYP A451 A1 TYP 11'-0"11'-0"11'-0"10 RISERS @ 7" MAX TYP5'-9 1/2" TYP9 RISERS @ 7" MAX TYP5'-2 1/2" TYPDATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:41 PMA452 STAIR PLANS AND SECTIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"G6 STAIR 1 ENLARGED PLAN - FOURTH FLOOR 1/4" = 1'-0"G9 STAIR 1 ENLARGED PLAN - FIFTH FLOOR 1/4" = 1'-0"G10 STAIR 1 ENLARGED PLAN - SIXTH FLOOR 1/4" = 1'-0"B10 STAIR 1 - SECTION REVISION SCHEDULE NAME DATE 2A 2ASIMEWS1SIMEWS1SIMEWS1SIMEWS1SIMEWS12AEWS1 SIMEWS1SIMEWS12ASIM EWS1 SIMEWS1EWS35SIM E W S 1 SIMEWS3S I M E W S 3 SIMEWS3EWS34B 2ASIMEWS3EWS2EWS2SIMEWS11B 1B EWS1EWS2EWS1SIMEWS14B EWS1SIMEWS1EWS3SIMEWS3A653 G6 A654 G11 SIM COURSE1 BRICK3 5/8" METAL FRAMING @ 16" O.C 5 5/8"4.7 O COURSE1 BRICKCOURSE1 BRICK3 5/8" METAL FRAMING3 5/8" METAL FRAMING A653 G6 A653 G6 A001 B9 @ 16" O.C @ 16" O.C 5 5/8"5.4 O COURSE1 BRICKA653 G6 A653 G6 SIM 3 5/8" METAL FRAMING 3 5/8" METAL FRAMING 3/4"COURSE1 BRICK@16" O.C @16" O.C SIM 5 5/8"1'-8 3/8"O3/4"A653 G6 SIM 3 5/8" METAL FRAMING A001 B9 EXISTING WALL CONSTRUCTION COURSE1 BRICK@ 16" O.C 1'-8 3/8"5 5/8"1/2"BACKER ROD AND SEALANT EXISTING WALL CONSTRUCTION 2A A 1 90° 107°90°2 '-4 3 /4 "1'-4 1/8"2'-5 5/8"73°3 BRI CK COURSESA001 A9 1 5/8" COLD-FORMED METAL FRAMING, TYP BACKER ROD AND SEALANT, BOTH SIDES1/2"BACKER ROD AND SEALANT EXISTING WALL CONSTRUCTION CLOSED-CELL SPRAY POLYURETHANE FOAM INSULATION CONTINUE AIR BARRIER AND SHEATING TO NEXT STUD 1A A STEEL CURTAIN WALL BACK PANEL FIRESAFING INSULATION BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL GLAZING2"A001 B91 1/4"2"7 3/4"ALIGN 3/8" SOFT JOINT EXISTING WALL CONSTRUCTION 3/4"A654 G11 ALUMINUM WINDOW SYSTEM WALL CONSTRUCTION90°EQUALEQUALMULLION TRIM CAP SYSTEM, REFER TO CODE CONFORMANCE DRAWINGS FOR FIRE RATING REQUIREMENT GLAZING± 5 1/2" GLAZING WALL CONSTRUCTION MULLION TRIM CAP SYSTEM, REFER TO CODE CONFORMANCE DRAWINGS FOR FIRE RATING REQUIREMENT 5 1/2" A BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL GLAZING FIRESAFING INSULATION STEEL CURTAIN WALL BACK PANEL 4 1/4"DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:14 AMA501 EXTERIOR PLAN DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"G1 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"G3 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"G7 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"G10 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"E11 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"E8 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"E7 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"C9 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"E2 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"E3 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"E5 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"C11 EXTERIOR PLAN DETAIL 1 1/2" = 1'-0"C8 INTERIOR PARTITION AT EXTERIOR GLAZING 1 1/2" = 1'-0"C6 INTERIOR PARTITION AT EXTERIOR GLAZING REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 1 1/2" = 1'-0"C4 EXTERIOR PLAN DETAIL ADD-01 03.02.2020 FS2SIM EWS1 2A EWS1 EWS1 2A EWS1 EWS2 EWS1 EWS2 CEILING HEIGHT REFER TO RCP FS4EWS1 EWS2 EWS1FS32A EWS1 CEILING HEIGHT REFER TO RCP RS1FS4EWS3FS3 EWS3 SIM EWS3FS3CEILING HEIGHT REFER TO RCP FS4EWS3 EWS3 EWS1 EWS2 EWS1 EWS2 SIMRS1EWS1RS1 EWS1 EWS3 EWS3RS1FS3 EWS1 EWS3A 4B 4B EWS1A 4BSIMRS1 EWS3 FIRST FLOOR 358' -6" O GRANITE MEMBRANE FLASHING EMBEDDED FLASHINGEMBEDDED FLASHING CONCRETE MASONRY UNIT ALIGN OUTSIDE FACE OF COLD FORMED FRAMING WITH SLAB EDGE GROUT SOLID EMBEDDED FLASHING TO CLOSE TOP OF MOLDED SHEET DRAINAGE PANEL BENTONITE WATERPROOFING, EXTEND TO BOTTOM OF FOOTING SIM GRANITE WEEP 24" OC EMBEDDED FLASHING MEMBRANE FLASHINGSIM THIRD FLOOR 383' -6" ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE SECOND FLOOR 372' -6" O ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE MEMBRANE FLASHING EMBEDDED FLASHING 3/8"CUT BRICK WEEP 24" OC SOFT JOINT PRECAST CORNICE, SLOPE TOP 1/4" PER FOOT STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE SIM 4 3/8"6"2 1/2"6 1/2"3 3/4"5 1/4" FIFTH FLOOR 405' -6" N ROOF SYSTEM FLASHING MEMBRANE CANT STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS MEMBRANE FLASHING EMBEDDED FLASHING GROUT SOLID WEEP 24" OC SIMCONCRETE MASONRY UNIT WOOD BLOCKING SECOND FLOOR 372' -6" B 1'-0"2 1/4"1/2"POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM GLASS-MAT GYPSUM SHEATHING SUSPENSION SYSTEM GLASS-FIBER BLANKET INSULATION STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS 3'-2" UON, REFER TO ELEVATIONS- MIN R-30 SECOND FLOOR 372' -6"2 1/4"1/2"1'-0"SUSPENSION SYSTEM GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) GLASS-FIBER BLANKET INSULATION STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS ALIGN OUTSIDE OF COLD FORMED METAL FRAMING WITH SLAB EDGE 3'-2" UON, REFER TO ELEVATIONS3 5/8" METAL FRAMING - MIN R-30 THIRD FLOOR 383' -6" ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE FIFTH FLOOR 405' -6" O 6"2'-10"CENTERED ON WALL 1'-6" SIM ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE WOOD BLOCKING CANT 1/2" GLASS-MAT GYPSUM SHEATHING VAPOR RETARDER EPDM ROOFING MEMBRANE THROUGH WALL METAL FLASHING BACKER ROD AND SEALANT BOTH SIDES 3/4" PLYWOOD SHEATHING WEEP 24" OC PRECAST COPING5 5/8"ROOF 427' -6" ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH ROOF DECK EDGE SIM WOOD BLOCKING 1/2" GLASS-MAT GYPSUM SHEATHING VAPOR RETARDER CANT WOOD BLOCKING METAL ROOF EDGE 1'-6"EPDM ROOF MEMBRANE, MINIMUM SLOPE PF 1/4" PER FOOT ROOF 427' -6" ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH ROOF DECK EDGE SIM WOOD BLOCKING 1/2" GLASS-MAT GYPSUM SHEATHING VAPOR RETARDER CANT METAL ROOF EDGE WOOD BLOCKING EPDM ROOF MEMBRANE, MINIMUM SLOPE 1/4" PER FOOT 1'-6"THIRD FLOOR 383' -6"3'-9"STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS GLASS-FIBER BLANKET INSULATION GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM COMPOSITE POLYISOCYANURATE BOARD INSULATION METAL SOFFIT PANEL CONTINUOUS FRAME AND CLIP, FASTEN THROUGH COMPOSITE BOARD ONLY BACKER ROD AND SEALANT1'-0"1/2"2"6" COLD FORMED METAL JOIST AT 24" OC 3 5/8" COLD FORMED METAL STUD TO STRUCTURE ABOVE AT 48" OC, PROVIDE DIAGONAL BRACING AS REQUIRED - MIN R-30 FIFTH FLOOR 405' -6" eB7 EXISTING WALL CONSTRUCTION FIRESAFING INSULATION MEMBRANE FLASHING EMBEDDED FLASHING EXISTING ROOF SYSTEM EXPANSION JOINT FILLER EXPANSION JOINT FIFTH FLOOR 405' -6" eB7 MEMBRANE FLASHING EMBEDDED FLASHING EXISTING WALL CONSTRUCTION FIRESAFING INSULATION EXISTING ROOF SYSTEM EXPANSION JOINT FILLER EXPANSION JOINT STEEL SHELF ANGLE, REFER TO STRUCTURAL DRAWINGS WEEP 24" OC FIFTH FLOOR 405' -6" eB7 EXISTING WALL CONSTRUCTION FIRESAFING INSULATION ROOF SYSTEM FLASHING MEMBRANE EXPANSION JOINT WOOD BLOCKING VAPOR RETARDER EXPANSION JOINT FILLER EXISTING ROOF SYSTEM SECOND FLOOR 372' -6" B 1'-0"2 1/4"1/2"POLYMER-BASED EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM GLASS-MAT GYPSUM SHEATHING SUSPENSION SYSTEM GLASS-FIBER BLANKET INSULATIONREFER TO ELEVATIONSNON-STRUCTURAL METAL FRAMING3/4"10"PLYWOOD SHEATHING - MIN R-30 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:52 PMA502 EXTERIOR SECTION DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"B3 SECTION DETAIL AT FOUNDATION TO GRANITE BASE 1 1/2" = 1'-0"D4 SECTION DETAIL AT GRANITE BASE TO BRICK WALL 1 1/2" = 1'-0"A6 SECTION DETAIL AT FLOOR - BRICK 1 1/2" = 1'-0"E3 SECTION DETAIL AT CORNICE/FLOOR 1 1/2" = 1'-0"E6 SECTION DETAIL AT BUILDING STEP BACK 1 1/2" = 1'-0"A9 SECTION DETAIL AT WALL TO EIFS CEILING 1 1/2" = 1'-0"D10 SECTION DETAIL AT EIFS CEILING TO WALL 1 1/2" = 1'-0"F10 SECTION DETAIL AT FLOOR - EIFS 1 1/2" = 1'-0"B6 SECTION DETAIL AT PRECAST COPING 1 1/2" = 1'-0"H6 SECTION DETAIL AT METAL ROOF EDGE - BRICK 1 1/2" = 1'-0"H10 SECTION DETAIL AT METAL ROOF EDGE - EIFS REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"G3 SECTION DETAIL WALL TO EXTERIOR CEILING 1 1/2" = 1'-0"G1 SECTION DETAIL AT EXISTING ROOF 1 1/2" = 1'-0"E1 SECTION DETAIL AT EXISTING ROOF 1 1/2" = 1'-0"C1 SECTION DETAIL AT EXISTING ROOF 1 1/2" = 1'-0"A1 SECTION DETAIL AT LOADING ZONE WALL TO EIFS CEILING 4"SEE ELEVATION4"2' - 1" UON 1 1/2"1"4 1/2"EQEQ3" PULL CONTINUOUS BASE CABINET DRAWER CABINET GRANITE BLACKSPLASH WHERE INDICATED ON ELEVATIONS. A551 E9 FINISH AS SCHEDULED GRANITE COUNTERTOPS, UON 4"SEE ELEVATION4"3" 2' - 1" UON 1 1/2"4 1/2"1" CABINET DRAWER CABINET DOOR CABINET CONTINUOUS BASE ADJUSTABLE SHELF PULLPULL GRANITE BACKSPLASH WHERE INDICATED ON ELEVATIONS A551 E9 GRANITE COUNTERTOPS, UON 4"SEE ELEVATION4"2'-1" CONTINUOUS BASE GRANITE BACKSPLASH WHERE INDICATED ON ELEVATIONS REMOVEABLE CABINET DOOR 3" 1"A551 E9 FINISH AS SCHEDULED GRANITE COUNTERTOPS, UON GRANITE (UON) BACKSPLASH WHERE INDICATED ON ELEVATIONS CABINET DOOR PULL ELETRIC COOKTOP 2 ELEMENTS SEE ELEVATION4"4"3" 2'-1" UON 1 1/2"CONTINUOUS BASE CABINET A551 E9 GRANITE COUNTERTOPS, UON VANITY SUPPORT BRACKET MOISTURE RESISTANT WOOD BLOCKING AND PLYWOOD 1" 1/2" MOISTURE RESISTANT PLYWOOD BACKSPLASH FACE OF WALL FINISH AS SCHEDULED 2"1 1/2"GRANITE, UON 1/2" PLYWOOD 7'-2" AFF UON1' - 1" UON 3/4"2"SEE ELEVATIONSEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET ADJUSTABLE SHELF CABINET DOOR 3/4" X 2" VALANCE TO MATCH CABINET PULL 1" FINISH AS SCHEDULED DOOR RESILIENT FLOORING CERAMIC TILE FLOORING, VCT AT SIM METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYPICAL RESILIENT FLOORING SHIM IN AREAS INDICATED BY FINISH PLANS. DOOR RESILIENT FLOORING CARPET SCHLUTER-RENO-V ADJUSTABLE ANODIZED ALUMINUM TRANSITION STRIP FLOORING SEAM CENTERED UNDER DOOR IN AREAS INDICATED BY FINISH PLANS.DOOR EXPOSED CONCRETE SLAB METAL TRANSITION TRIM TYPE C FLOORING SEAM CENTERED UNDER DOOR, TYP CARPET IN AREAS INDICATED BY FINISH PLANS.SEE ELEVATION3' - 0" UON 1 1/2"A551 E9 BASE CABINET, REFER TO ELEVATIONS AND TYPICAL CASEWORK DETAILS FOR FURTHER INFORMATION CONTINUOUS FINISHED PANEL EXTEND COUNTER SUBSTRATE TO SUPPORT OVERHANG SUPPORT BRACKET, 32" OC WALL BASE 3/4" CORE3/4" CORE PLASTIC LAMINATE 1"1 1/2"1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON ALUMINUM SUPPORT BRACKET CONTINUOUS BASE COUNTERTOP 2' - 0" UON 2' - 6" UON2" A551 E9 SIM GROMMET, COORDINATE LOCATIONS WITH OWNER OPEN CORNER FOR WIRE MANAGEMENT MTL2 APPLIED TO FACE OF WALL 3' - 6"GROMMET, COORDINATE LOCATIONS WITH OWNER 1'-0"9"3" PL4 APPLIED TO FACE OF WALL WALL BASE AS SCHEDULED, TYP 6" METAL FRAMING COUNTERTOP, SEE FINISH PLANS 2' - 6"OPEN CORNER FOR WIRE MANAGEMENT 1'-2"4"4"ELECTRICAL OUTLETS, REFERENCE ELECTRICAL DRAWINGS 2 3/4"4 7/8" WOOD BLOCKING AS REQUIRED TRANSACTION COUNTER, SEE FINISH PLANS 1'-9" A551 E9 SIM TYP 9"PL4 APPLIED TO FACE OF WALL WALL BASE AS SCHEDULED, TYP 6" METAL FRAMING COUNTERTOP, SEE FINISH PLANS 2' - 6"OPEN CORNER FOR WIRE MANAGEMENT 1'-2"4"4"ELECTRICAL OUTLETS, REFERENCE ELECTRICAL DRAWINGS 2 3/4"4 7/8" WOOD BLOCKING AS REQUIRED 2'-6" A551 E9 SIM TYP 1" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:55 PMA551 INTERIOR DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew ConstructionREVISION SCHEDULE NAME DATE 3/4" = 1'-0"C11 CDS 230, 231 - BASE CABINET - 3 DRAWER 3/4" = 1'-0"C8 CDS 211, 212, 222 - BASE CABINET - DRAWER AND DOOR 3/4" = 1'-0"C6 CDS 152 - BASE CABINET - SINK LAVATORY 3/4" = 1'-0"C3 CDS 151 - BASE CABINET - DOOR AND COOKTOP 6" = 1'-0"E4 COUNTERTOP - WET LOCATION 6" = 1'-0"E9 COUNTER EDGE - GRANITE - SQUARE EDGE 3/4" = 1'-0"E11 CDS 301M, 302M, 309M - WALL HUNG CABINET - DOOR 3" = 1'-0"A10 FLOOR TRANSITION - RESILIENT TILE TO CERAMIC TILE 3" = 1'-0"A7 FLOOR TRANSITION - RESILIENT TILE TO CARPET 3" = 1'-0"A4 FLOOR TRANSITION - CARPET TO CONCRETE SLAB 3/4" = 1'-0"C1 TYPICAL DETAIL AT KITCHEN ISLAND/PENINSULA 6" = 1'-0"E7 COUNTER EDGE - PLASTIC LAMINATE - SQUARE EDGE 3/4" = 1'-0"H5 DETAIL AT TYPICAL WORKSURFACE 1 1/2" = 1'-0"G7 DETAIL AT RECEPTION DESK 1 1/2" = 1'-0"G10 DETAIL AT RECEPTION DESK CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP SUSPENSION WIRE WALL ANGLE ACOUSTICAL PANEL CEILING, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION TEE FACE OF WALL NON-STRUCTURAL METAL FRAMING GYPSUM BOARD CORNERBEAD VARIES 1'-2" @ WALL CABINETS TYPICAL, UON GYPSUM BOARD FACE OF WALL NON-STRUCTURAL METAL FRAMING VERTICAL LOUVER BLIND ASSEMBLY6" UONSUSPENSION WIRE ACOUSTICAL PANEL CEILING, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL GYPSUM BOARD CORNERBEAD WALL ANGLE NON-STRUCTURAL METAL FRAMING VARIES 1'-2" @ WALL CABINETS TYPICAL, UON 6" UON6" UON1" MINGYPSUM BOARD GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION WIRE SEE RCP VARIES CORNERBEAD WALL ANGLE NON-STRUCTURAL METAL FRAMING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:56 PMA561 RCP DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1 1/2" = 1'-0"H8 TYPICAL CEILING DETAIL AT APC TO WALL 1 1/2" = 1'-0"H6 TYPICAL CEILING DETAIL AT GYPSUM BOARD TRANSITION 1 1/2" = 1'-0"H4 TYPICAL CEILING DETAIL AT VERTICAL LOUVER BLIND 1 1/2" = 1'-0"H1 CEILING DETAIL - GYPSUM BOARD SOFFIT TO APC 1 1/2" = 1'-0"H10 CEILING DETAIL - GYPSUM BOARD SOFFIT REVISION SCHEDULE NAME DATE D1 D2 D7 MAX 100 SQ. IN. FOR 90 MIN.3' - 6"2' - 9"10"DOOR TYPE GENERAL NOTES: 1. FOR HOLLOW METAL AND WOOD DOORS, STILES AND TOP RAIL TO BE 6” 2. FOR ALUMINUM DOORS (WIDE STILE), STILES AND TOP RAIL TO BE 5” 3. FOR ALUMINUM DOORS (MEDIUM STILE), STILES AND TOP RAIL TO BE 3-1/2” 4. ALL DOORS TO HAVE 10”BOTTOM RAIL PER ICC/ANSI A117.1-2009, 404.2.9 5. THE BOTTOM EDGE OF VISION LITES TO BE 3’-6”AFF PER ICC/ANSI A117.1-2009, 404.2.10 UNLESS OTHERWISE NOTED.6"D8 F1 2"2"2"ABBREVIATION GLASS G GLASS TG NG AG TAG MONOLITHIC LG LAMINATED GLASS LAMINATED INSULATING IG INSULATING GLASS TEMPERED GLASS SPANDREL GLASS TRANSLUCENT GLASS TEMPERED TRANSLUCENT GLASS LAG LAMINATED TRANSLUCENT GLASS LG-C1 LAMINATED GLASS COLOR 1 IAG INSULATING TRANSLUCENT GLASS ITAG INSULATING TEMPERED TRANSLUCENT GLASS ING INSULATING SPANDREL GLASS ITNG INSULATING TEMPERED SPANDREL GLASS ITG INSULATING TEMPERED GLASS R REFER TO WINDOW TYPES FOR GLAZING TYPES (MULTIPLE TYPES PER FRAME) REFER TO SPECIFICATION SECTION 088000 'GLAZING' FOR ADDITIONAL INFORMATION GLASS TYPES LEGEND ILG INSULATING LAMINATED GLASS FPG FIRE PROTECTIVE GLASS FIRE RESISTANT DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:24:59 PMA601 DOOR SCHEDULE 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" FRAME TYPES SCHEDULE - DOOR AND FRAME DOOR NUMBER FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS COORDINATION NOTES DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING N001 - F1 HM H11 H9 - D1-PR HM 3' - 0" 7' - 0" - 1.0 N001 N002 - F1 HM H11 H9 - D1-PR HM 3' - 0" 7' - 0" - 2.0 N002 N003 - F1 HM H11 H9 - D1-PR HM 3' - 0" 7' - 0" - 3.0 N003 N101 - - AL E9 E8 - D7-PR AL 3' - 0" 7' - 0" ITG 5.0 N101 N103 - - AL E9 E8 - D7 AL 3' - 0" 7' - 0" TG 6.0 N103 N104 - - AL G6 G11 R D7-PR AL 3' - 0" 7' - 0" ITG 7.0 N104 N104A - - AL G6 G11 R D7-PR AL 3' - 0" 7' - 0" ITG 7.0 N104A N104B - - AL G6 G11 R D7-PR AL 3' - 0" 7' - 0" ITG 7.0 N104B N104C - F1 HM H11 H9 - D1 HM 3' - 4" 7' - 0" - 8.0 N104C N105 90 MIN F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 9.0 N105 N105A 90 MIN F1 HM H4 H2 - D1 HM 3' - 4" 7' - 0" - 10.0 INSULATED EXTERIOR DOOR N105A N106 45 MIN F1 HM GA G3 - D1 HM 3' - 4" 7' - 0" - 10.0 INSULATED EXTERIOR DOOR N106 N106A - F1 HM H11 H9 - D1 HM 3' - 4" 7' - 0" - 11.0 N106A N107 - MMF MMF N107 N108 - F1 HM - D1 WD 3' - 0" 7' - 0" - 12.0 N108 N201 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N201 N202 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N202 N203 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N203 N204 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N204 N205 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N205 N206 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N206 N207 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N207 N208 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N208 N209 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N209 N210 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N210 N211 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N211 N212 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 11.0 N212 N213 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N213 N214 - - AL G11 G11 - D7-PR AL 3' - 0" 7' - 0" TG 18.0 N214 N215 - F1 HM H11 H9 - D7 WD 3' - 0" 7' - 0" TG 19.0 N215 N216 90 MIN F1 HM - D2 WD 3' - 0" 7' - 0" FPG 12.0 N216 N217 - F1 HM - D7 WD 3' - 0" 7' - 0" TG 12.0 N217 N301 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N301 N302 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N302 N303 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N303 N304 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N304 N305 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N305 N306 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N306 N307 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N307 N308 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N308 N309 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N309 N310 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N310 N311 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N311 N312 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N312 N313 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N313 N314 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 11.0 N314 N315 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N315 N316 - - AL G9/ G11 G11 R D7 AL 3' - 0" 7' - 0" TG 21.0 N316 N317 - F1 HM H11 H9 - D7 WD 3' - 0" 7' - 0" TG 22.0 N317 N318 90 MIN F1 HM - D2 WD 3' - 0" 7' - 0" FPG 4.0 N318 N319 - F1 HM - D7 WD 3' - 0" 7' - 0" TG 4.0 N319 N401 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N401 N402 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N402 N403 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N403 N404 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N404 N405 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N405 N406 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N406 N407 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N407 N408 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N408 N409 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N409 N410 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N410 N411 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N411 N412 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N412 N413 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N413 N414 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 11.0 N414 N415 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N415 N416 - - AL G9/ G11 G11 - D7 AL 3' - 0" 7' - 0" TG 21.0 N416 N417 90 MIN F1 HM H11 H9 - D2 WD 3' - 0" 7' - 0" FPG 20.0 N417 N501 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N501 N502 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N502 N503 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N503 N504 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N504 N505 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N505 N506 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N506 N507 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N507 N508 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N508 N509 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N509 N510 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N510 N511 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N511 N512 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 11.0 N512 N513 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N513 N515 - - AL G9/ G11 G11 R D7 AL 3' - 0" 7' - 0" TG 21.0 N515 N601 20 MIN F1 HM - D8 WD 3' - 0" 7' - 0" - 17.0 N601 N602 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N602 N603 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N603 N604 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N604 N605 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N605 N606 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N606 N607 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N607 N608 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N608 N609 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N609 N610 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N610 N611 20 MIN F1 HM H11 H9 - D8 WD 3' - 0" 7' - 0" - 17.0 N611 N612 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N612 N613 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 11.0 N613 N614 - F1 HM H11 H9 - D1 WD 3' - 0" 7' - 0" - 12.0 N614 N615 - - AL G9/ G11 G11 R D7 AL 3' - 0" 7' - 0" TG 21.0 N615 ST1 90 MIN F1 HM H4 H2 - D2 HM 3' - 0" 7' - 0" FPG 4.0 ST1 ST2 90 MIN F1 HM H4 H2 - D2 HM 3' - 0" 7' - 0" FPG 4.0 ST2 ST3 90 MIN F1 HM E4 E2 - D1 HM 3' - 4" 7' - 0" - 13.0 INSULATED EXTERIOR DOOR ST3 ST4 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 20.0 ST4 ST5 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 20.0 ST5 ST6 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 20.0 ST6 ST7 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 20.0 ST7 ST8 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 23.0 ST8 ST9 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 20.0 ST9 ST10 90 MIN F1 HM H4 H2 - D2 WD 3' - 0" 7' - 0" FPG 23.0 ST10 ST11 90 MIN F1 HM E4 E2 - D1 HM 3' - 0" 7' - 0" - 10.0 INSULATED EXTERIOR DOOR ST11 NOTES: 1.REFER TO DRAWING A602 FOR DOOR FRAME DETAILS. 2. REFER TO DRAWING A602 FOR TYPICAL FLOOR TRANSITION AND DOOR THRESHOLD DETAILS. 3. REFER TO DRAWING A651 AND A652 FOR FRAME ELEVATIONS OF DOORS IN STOREFRONT OR CURTAIN WALL SYSTEMS. SCHEDULE - APARTMENT DOOR AND FRAME DOOR NUMBER FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS COORDINATION NOTES DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING A - F1 WD E6 E8 - D8 WD 3' - 0" 7' - 0" - 14.0 A B - F1 WD E6 E10 - D8-PR WD 1' - 6" 7' - 0" - 15.0 BI-FOLD DOOR B C - F1 WD E6 E10 - D8-PR WD 2' - 0" 7' - 0" - 15.0 BI-FOLD DOOR C D - F1 WD E6 E8 - D8 WD 2' - 4" 7' - 0" - 16.0 D E - F1 WD E6 E8 - D8 WD 3' - 0" 7' - 0" - 14.0 E COILING OVERHEAD DOOR------14' -0"-15' -0" REVISION SCHEDULE NAME DATE 6' -8" 6' -8" 6' -8" 6' -8" 6' -8" - EWS3EWS3 EWS1EWS1 2"1 15/16"1 15/16"5/8"3/8"3/8" VARIES WALL CONSTRUCTION HOLLOW METAL FRAME DOOR TYP @ WALL RETURN 1 15/16"1 15/16"5/8"2"2" UON WALL CONSTRUCTION HOLLOW METAL FRAME DOOR5/8"2"1 15/16"EQ EQ 1 15/16" 1/2"1/2" VARIES WALL CONSTRUCTION HOLLOW METAL FRAME REMOVABLE STOP ON SECURE SIDE OF FRAME GLAZING VARIES5/8"2"5/8"EQ1 15/16"1 15/16"EQ1 15/16"1 15/16"HOLLOW METAL FRAME DOOR REMOVABLE STOP ON SECURE SIDE OF FRAME GLAZING 1 15/16"2 5/8"1 15/16" 6 1/2"1/2"1 5/8"3/8"3/8" VARIES WALL CONSTRUCTION SEALANT HOLLOW METAL FRAME DOOR ALUMINUM STOREFRONT DOOR GLAZING TYP @ WALL RETURN 1/4"1 3/4" FACE OF CONSTRUCTION ALUMINUM STOREFRONT WOOD SHIM BACKER ROD AND SEALANT BOTH SIDES DOOREQUALEQUALWALL CONSTRUCTION DOOR ALUMINIM CURTAIN WALL OR STOREFRONT, REFER TO DOOR SCHEDULE GLAZING TYPICAL AT WALL RETURN 4 1/2"3/8"1 5/8"1/2"1 15/16"2 5/8"1 15/16"6 1/2"DOOR HOLLOW METAL FRAME FRAME ANCHOR SEALANT WALL CONSTRUCTION 1 15/16"2 5/8"1 15/16" 6 1/2"1/2"1 5/8"3/8"SEALANT HOLLOW METAL FRAME DOOR SEALANT 5/8" WRAP AIR BARRIER METAL DRIP EDGE WOOD BLOCKING 1 15/16"2 5/8"1 15/16"6 1/2"1/2"1 5/8"3/8" SEALANT HOLLOW METAL FRAME DOOR SEALANT5/8"WRAP AIR BARRIER WOOD BLOCKING 1 3/4"3/8"1 7/8"1 7/8"3/4" VARIES5/8"WALL CONSTRUCTION ATTACH FRAME TO WALL WITH SCREWS CONCEALED BEHIND STOP WOOD SHIM 1 3/4"x 3/4" WOOD CASING 1" WOOD FRAME WOOD STOP DOOR 1 3/4" 3/8" 2" UON TYP @ WALL RETURN 1 7/8"1 7/8"3/4"VARIES5/8" FACE OF WALL WOOD STOP ATTACH FRAME TO WALL WITH SCREWS CONCEALED BEHIND STOP WOOD SHIM 1" WOOD FRAME 1 3/4"x 3/4" WOOD CASING DOOR WALL CONSTRUCTION 1 3/4"3/8"2" UON VARIESTYP @ WALL RETURN 3/4"FACE OF WALL WOOD SHIM 1" WOOD FRAME 1 3/4"x 3/4" WOOD CASING DOOR WALL CONSTRUCTION 1 15/16"2 5/8"1 15/16"4"6 1/2"1/2"1 5/8"3/8" SEALANT HOLLOW METAL FRAME DOOR SEALANT WRAP AIR BARRIER WOOD BLOCKING 1 15/16"2 5/8"1 15/16" 4"6 1/2"1/2"1 5/8"3/8"SEALANT HOLLOW METAL FRAME DOOR SEALANT WRAP AIR BARRIER METAL DRIP EDGE WOOD BLOCKING LINTEL LIP BRICK DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:02 PMA602 DOOR DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3" = 1'-0"H11 2 INCH HM WRAPPED DOOR HEAD 3" = 1'-0"H9 2 INCH HM WRAPPED DOOR JAMB 3" = 1'-0"H6 2 INCH HM WRAPPED LITE HEAD/JAMB/SILL 3" = 1'-0"H8 2 INCH HM WRAPPED LITE/DOOR MULLION 3" = 1'-0"H4 2 INCH HM INSET HEAD 3" = 1'-0"G11 ALUMINUM STOREFRONT DOOR/LITE MULLION HEAD/JAMB 3" = 1'-0"G9 ALUMINUM STOREFRONT DOOR JAMB 3" = 1'-0"G6 ALUMINUM STOREFRONT/CURTAIN WALL DOOR/LITE MULLION HEAD/JAMB 3" = 1'-0"H2 2 INCH HM INSET JAMB 3" = 1'-0"G4 2 INCH HM INSET HEAD AT EIFS 3" = 1'-0"G3 2 INCH HM INSET JAMB AT EIFS 3" = 1'-0"E6 WOOD DOOR HEAD 3" = 1'-0"E8 WOOD DOOR JAMB 3" = 1'-0"E10 WOOD DOOR JAMB 3" = 1'-0"E2 2 INCH HM INSET JAMB AT BRICK 3" = 1'-0"E4 2 INCH HM INSET HEAD AT BRICK REVISION SCHEDULE NAME DATE EFCO 403 OR EQUAL 2"EQUAL 2"EQUAL 2"2"1'-4" ±2"6'-2"2"ITG ITG IG IG EFCO 403 OR EQUAL 2"EQ 2"6'-0"2"EQ 2"2"1'-4" ±2"6'-5 1/2"6 1/2"ITG ITG IG 2"2'-8" ±2"2"4'-1 3/8" ±2"EFCO 433 OR EQUAL IG 2"2'-8" ±2"2"1'-8" ±2"EFCO 433 OR EQUAL IG PROVIDE FIBER GLASS WINDOW AS SHOWN ON ELEVATIONS AND PER SPECIFICATIONS. EFCO 5600 OR EQUAL 2 1/2"EQUAL 2 1/2" 11 5/8" 2 1/2" EQUAL 2 1/2"2 1/2"1'-7"2 1/2"8"2 1/2"3'-7 1/4" ±2 1/2"1'-9 1/4"2 1/2"2'-2 5/8"2 1/2"1'-7"2 1/2"8"2 1/2"4'-0 3/8"2 1/2"IG IG IG IG IG IG IG IG IG ING ING ING IG IG IG IG IG IG IG IG IG IG IG IG EFCO 433 OR EQUAL 2"± 2'-8"2"2"3'-8" ±2"1'-10"2"IG IG EFCO 433 OR EQUAL 2"± 2'-8"2"2"3'-8" ±2"IG PROVIDE FIBER GLASS WINDOW AS SHOWN ON ELEVATIONS AND PER SPECIFICATIONS. 2"EQUAL 2"11 3/4"2"EQUAL 2"2"1'-8"2"8"2"3'-8" ±2"IG IG IG IG IG IG IG IG IG IG IG2"2'-1"2"4'-1" ±2"2"3'-4" ±2" EFCO 5600 OR EQUAL 6'-0"2 1/2"2'-8 1/4" ±2 1/2"2 1/2"3'-4 1/8" ±2 1/2"2'-0 1/4"2 1/2"4'-0 1/4"2 1/2"1'-6 7/8"2 1/2"2'-8"2 1/2"2'-0 1/4"2 1/2"4'-0 1/2"2 1/2"1'-9 1/4"2 1/2"2'-2 5/8"2 1/2"1'-7 7/8"2 1/2"4'-10 1/4"2 1/2"1'-1 1/4"2 1/2"3'-4"2 1/2"2'-0 1/4"2 1/2"1'-8 1/4"2 1/2"4'-9 1/2"2 1/2"ITG ITG IG IG IG IG ING ING IG IG IG IG ING ING IG IG IG IG IG IG ING ING IG IG IG IG IG IG ING ING IG IG EFCO 5600 STRUCTURAL GLAZED OR EQUAL 5'-0"1'-8 1/8" ±3'-7 7/8" ±8'-2 7/8"2'-10 1/2"8'-5 1/2"4'-2 1/4"ING ING ING ING ING ING IG IG IG IG EFCO 5600 OR EQUAL 2 1/2"7'-3 1/2" ±2 1/2"1'-9 1/2" 2 1/2" 2'-8 1/2" 2 1/2" 2'-10 3/4" 2 1/2" 2'-10 3/4" 2 1/2" 2'-8 3/4" 2 1/2" 1'-9 3/4"2 1/2"6'-1 1/2"2 1/2"6'-1 1/2"2 1/2"1'-9 3/4"2 1/2"6'-3 1/4"2 1/2"6'-3 1/2"2 1/2"1'-9 1/2"2 1/2"8'-5"2 1/2"1'-9 1/2"2 1/2"6'-0"2 1/2"2'-0" 7 1/4"10 1/2"2'-0"2 1/2"4'-9 1/2"2 1/2"1'-8 1/4"2 1/2"2'-0 1/4"2 1/2"3'-4"2 1/2"1'-1 1/4"2 1/2"4'-10 1/4"2 1/2"1'-7 7/8"2 1/2"2'-2 5/8"2 1/2"1'-9 1/4"2 1/2"4'-0 1/2"2 1/2"2'-0 1/4"2 1/2"2'-8"2 1/2"1'-6 7/8"2 1/2"4'-0 1/4"2 1/2"2'-0 1/4"2 1/2"3'-4 1/8" ±2 1/2"ITG ITG ITG ITG ITG ITG ITG ITG ITG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG ING ING ING ING ING IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG ITG ITG IG INGINGINGINGINGINGINGINGINGING IG IG IG IG IG IG IG IG IG IG ING ING ING IG IG IG IG IG IG IG IG IG ING ING ING IG IG IG IG IG IG IG IG IG ING ING ING IG IG IG ITG IG IG ITG IG IG ITG IG IG ITG IG IG ITG IG IG ITG ITG EFCO 5600 STRUCTURAL GLAZED OR EQUAL4'-2 1/4"1'-11 3/4"6'-5 3/4"2'-10 1/2"1'-9 3/8"6'-5 1/2"3'-7 7/8" ±2'-4 3/8" ±5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3'-3" ING ING ING ING ING ING ITNG ING ITNG ING ING ITNG ING ITNG ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING ING IG IG ITG ITG ITG ITG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG IG ING ING ING ING ING ING ING IG IG 2"EQUAL 2"11 5/8"2"EQUAL 2"2'-3"2"4'-1" ±2"IG IG IG IG IG IG 2"2'-8" ±2"2"4'-1" ±2"2'-1"2"IG IG 4'-2 1/4"8'-5 1/2"2'-10 1/2"1'-9 3/8"6'-5 1/2"3'-7 7/8" ±5'-0"2'-3 1/4" ± ING ING ING ING ING ING ING ING EFCO 5600 STRUCTURAL GLAZED OR EQUAL ING ING ING ING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:45:15 AMA651 EXTERIOR WINDOW ELEVATIONS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction1/4" = 1'-0"G1 WINDOW TYPE 1 - ALUMINUM STOREFRONT 1/4" = 1'-0"G3 WINDOW TYPE 2 - ALUMINUM STOREFRONT 1/4" = 1'-0"G5 WINDOW TYPE 3 - ALUMINUM STOREFRONT 1/4" = 1'-0"G6 WINDOW TYPE 4 - STOREFRONT 1/4" = 1'-0"G8 WINDOW TYPE 5 - ALUMINUM CURTAIN WALL 1/4" = 1'-0"G9 WINDOW TYPE 6 - ALUMINUM STOREFRONT 1/4" = 1'-0"F3 WINDOW TYPE 7 - STOREFRONT 1/4" = 1'-0"F5 WINDOW TYPE 8 - FIBERGLASS STOREFRONT 1/4" = 1'-0"F6 WINDOW TYPE 9 - FIBERGLASS STOREFRONT 1/4" = 1'-0"A1 WINDOW TYPE 10 - ALUMINUM CURTAIN WALL 1/4" = 1'-0"A3 WINDOW TYPE 11 - ALUMINUM CURTAIN WALL 1/4" = 1'-0"D6 WINDOW TYPE 12 - ALUMINUM CURTAIN WALL 1/4" = 1'-0"A4 WINDOW TYPE 13 - ALUMINUM CURTAIN WALL 1/4" = 1'-0"F8 WINDOW TYPE 14 - FIBERGLASS STOREFRONT 1/4" = 1'-0"F9 WINDOW TYPE 15 - FIBERGLASS STOREFRONT REVISION SCHEDULE NAME DATE ADD-01 03.02.2020 ADD-01 03.02.2020 1/4" = 1'-0"D2 WINDOW TYPE 11A - ALUMINUM CURTAIN WALL ADD-01 03.02.2020 1/4"FACE OF CONSTRUCTION BACKER ROD AND SEALANT BOTH SIDES WOOD SHIM ALUMINUM STOREFRONT GLAZING WALL CONSTRUCTION EQUAL EQUAL TYP @ WALL RETURN 1/4"1 3/4" ALUMINUM STOREFRONT WOOD SHIM BACKER ROD AND SEALANT BOTH SIDES EQUALEQUALWALL CONSTRUCTION 1/4"BACKER ROD AND SEALANT BOTH SIDES WOOD SHIM ALUMINUM STOREFRONT WALL CONSTRUCTION FACE OF CONSTRUCTION ALUMINUM STOREFRONT GLAZING A001 B9 ALUMINUM STOREFRONT GLAZING ALUMINUM BREAK METAL COLUMN ENCLOSURE, FINISHED TO MATCH ADJACENT STOREFRONTEQUAL EQUALEQUALEQUAL ALUMINUM STOREFRONT FINISHED FLOOR GLAZING 2"3'-0"2"EQUAL 2"EQUAL 2" 10'-7 7/8"2"6'-10"2"TG TG E11 A652 E9 A652 E8 A652 6"2"EQUAL 2"6'-0"2"EQUAL 2"2"6'-10"2"TG TG 14'-8 3/8" VERIFY IN FIELD E9 A652 E11 A652 E3 A652 E6 A652 TG TG TG TG 2"EQUAL 2"EQUAL 2"EQUAL 2"EQUAL 2"6" 17'-11 3/4" VERIFY IN FIELD 2"6'-10"2"E9 A652 E11 A652 E3 A652 E9 A652 TG2"6'-10"2"6"2"EQUAL 2"EQUAL 2"EQUAL 2"3'-0"2" 14'-6 1/2" VERIFY IN FIELD TG TG E9 A652 E11 A652 E3 A652 TG TG TG TG 2"6'-10"2"2"EQUAL 2"EQUAL 2"EQUAL 2"EQUAL 2"6" 18'-1 3/4" VERIFY IN FIELD E9 A652 E11 A652 E6 A652 E3 A652 6"2"3'-0"2"EQUAL 2"EQUAL 2" 9'-9" VERIFY IN FIELD 2"6'-10"2"TG TG E9 A652 E11 A652 E3 A652 SIM E9 A652 2"6'-10"2"2"EQUAL 2"EQUAL 2"EQUAL 2"6" 13'-2 5/8" VERIFY IN FIELD TG TG TG E9 A652 E11 A652 E9 A652 E3 A652 6"2"EQUAL 2"EQUAL 2"3'-0"2" 12'-7 7/8" VERIFY IN FIELD 2"6'-10"2"TG TG E9 A652 E11 A652 E3 A652 2"6'-0"2"4'-4"2"2"3'-4"2"3'-6"TG E9 A652 E9 A652 E9 A652 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:09 PMA652 INTERIOR WINDOW ELEVATIONS/ DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3" = 1'-0"E9 ALUMINUM STOREFRONT HEAD/SILL/JAMB 3" = 1'-0"E8 ALUMINUM STOREFRONT JAMB 3" = 1'-0"E6 ALUMINUM STOREFRONT JAMB 3" = 1'-0"E5 ALUMINUM STOREFRONT MULLION 3" = 1'-0"E3 ALUMINUM STOREFRONT CORNER 3" = 1'-0"E11 ALUMINUM STOREFRONT SILL 1/4" = 1'-0"H2 WINDOW TYPE 16 - ALUMINUM STOREFRONT 1/4" = 1'-0"H4 WINDOW TYPE 17 - ALUMINUM STOREFRONT 1/4" = 1'-0"H6 WINDOW TYPE 18 - ALUMINUM STOREFRONT 1/4" = 1'-0"H8 WINDOW TYPE 19 - ALUMINUM STOREFRONT 1/4" = 1'-0"H9 WINDOW TYPE 20 - ALUMINUM STOREFRONT 1/4" = 1'-0"H11 WINDOW TYPE 21 - ALUMINUM STOREFRONT 1/4" = 1'-0"G8 WINDOW TYPE 22 - ALUMINUM STOREFRONT 1/4" = 1'-0"G9 WINDOW TYPE 23 - ALUMINUM STOREFRONT REVISION SCHEDULE NAME DATE 1/4" = 1'-0"G11 WINDOW TYPE 24 - ALUMINUM STOREFRONT EWS2EWS1 EWS3EWS2EWS1 EWS3EWS1EWS2EWS1EWS2EWS1 EWS2 EWS1 EWS3 EWS1 EWS1EWS1 MEMBRANE FLASHING EMBEDDED FLASHING CUT LINTEL BRICK STEEL LINTEL, SEE STRUCTURAL DRAWINGS WEEP 24" OC METAL FLASHING WITH END DAM IN HEAD JOINT BEYOND 2 5/8" GLAZE METAL CLEAT INTO WINDOW SYSTEM AND SEAL EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL BACKER ROD AND SEALANT GYPSUM BOARD WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL BACKER ROD AND SEALANT GYPSUM BOARD WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. 2 5/8" GLAZE METAL CLEAT INTO WINDOW SYSTEM AND SEAL METAL FLASHING WITH END DAM IN HEAD JOINT BEYOND MEMBRANE FLASHING 2 5/8"BRICK RETURN, CUT AS REQUIRED BACKER ROD AND SEALANT BOTH SIDES EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. GYPSUM BOARD BACKER ROD AND SEALANT BOTH SIDES EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL GYPSUM BOARD WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE.2 5/8"WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. BACKER ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL ALUMINUM SUB-SILL SET IN GLAZING POCKET SIM GRANITE WOOD BLOCKING1/2"3 5/8" METAL FRAMING GYPSUM BOARD 7 1/2" BACKER ROD AND SEALANT BACKER ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL 1/2"2 5/8"1/4"EMBEDDED FLASHING WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. PRECAST CONCRETE SILL WOOD BLOCKINGWOOD BLOCKING ALUMINUM SUB-SILL SET IN GLAZING POCKET 1"1/2"1/2"WINDOW STOOL BACKER ROD AND SEALANT BACKER ROD AND SEALANT WOOD BLOCKINGWOOD BLOCKING EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL 1/2"2 5/8"1/4"1/2"ALUMINUM SUB-SILL SET IN GLAZING POCKET EMBEDDED FLASHING WEEP 24" OC SOLDIER BOND BRICK COURSE, CUT AS REQUIRED WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. WINDOW STOOL BACKER ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL 1/2"ALUMINUM SUB-SILL SET IN GLAZING POCKET EMBEDDED FLASHING SOLDIER BOND BRICK COURSE, CUT AS REQUIRED GLAZE METAL CLEAT INTO WINDOW SYSTEM AND SEAL EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL BACKER ROD AND SEALANT GYPSUM BOARD ALUMINUM STOREFRONT STEEL LINTEL, SEE STRUCTURAL DRAWINGS WEEP 24" OC METAL FLASHING WITH END DAM IN HEAD JOINT BEYOND WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. 2 5/8" 2 5/8" BACKER ROD AND SEALANT BACKER ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL 1/2"2 5/8"1/4"ALUMINUM SUB-SILL SET IN GLAZING POCKET WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE.1/2"WOOD BLOCKINGWOOD BLOCKING WINDOW STOOL GLAZING WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. BACKER ROD AND SEALANT BACKER ROD AND SEALANT WOOD BLOCKINGWOOD BLOCKING EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL 1/2"2 5/8"1/4"ALUMINUM SUB-SILL SET IN GLAZING POCKET EMBEDDED FLASHING WEEP 24" OC BRICK COURSE, CUT AS REQUIRED WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE.1/2"WINDOW STOOL MEMBRANE FLASHING EMBEDDED FLASHING CUT LINTEL BRICK STEEL LINTEL, SEE STRUCTURAL DRAWINGS WEEP 24" OC METAL FLASHING WITH END DAM IN HEAD JOINT BEYOND GLAZE METAL CLEAT INTO WINDOW SYSTEM AND SEAL EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL BACKER ROD AND SEALANT BOTH SIDES GYPSUM BOARD WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. 1'-3 1/2" SIM 3 5/8" METAL FRAMING2'-11 1/2"± AT RECESSED BUILDING ENTRY BRICK RETURN, CUT AS REQUIRED BACKER ROD AND SEALANT BOTH SIDES EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL WINDOW SYSTEM -REFER TO EXTERIOR WINDOW ELEVATIONS FOR TYPE. GYPSUM BOARD SIM 3 5/8" METAL FRAMING7 1/2"DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:12 PMA653 EXTERIOR WINDOW DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3" = 1'-0"G10 WINDOW SYSTEM HEAD 3" = 1'-0"G8 WINDOW SYSTEM HEAD 3" = 1'-0"G4 WINDOW SYSTEM JAMB 3" = 1'-0"G2 WINDOW SYSTEM JAMB 3" = 1'-0"E8 WINDOW SYSTEM SILL 3" = 1'-0"E5 WINDOW SYSTEM SILL 3" = 1'-0"E3 WINDOW SYSTEM SILL 3" = 1'-0"E1 WINDOW SYSTEM HEAD/SILL 3" = 1'-0"C11 WINDOW SYSTEM SILL 3" = 1'-0"C9 WINDOW SYSTEM MULLION 3" = 1'-0"E10 WINDOW SYSTEM SILL 3" = 1'-0"C6 WINDOW SYSTEM HEAD 3" = 1'-0"G6 WINDOW SYSTEM JAMB REVISION SCHEDULE NAME DATE EWS1 EWS2EWS1 SIMEWS2EWS1EWS2EWS1 2B CEILING HEIGHT REFER TO RCP FS4FS32B SIMRS1FS3FS41/4"1/2"1/2"1/2" EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL ALUMINUM SUB-SILL SET IN GLAZING POCKET SIM GRANITE BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION BACKER ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL EMBEDDED FLASHING ALUMINUM CURTAIN WALL 1/8" PRECAST CONCRETE SILL 1"1/2"1/2"ALUMINUM SUB-SILL SET IN GLAZING POCKET 1/8" 6" METAL FRAMING GLASS-MAT GYPSUM SHEATHING BACKER ROD AND SEALANT BOTH SIDES ALUMINUM CURTAIN WALL CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM 5/8" GYPSUM BOARD CLOSED CELL SPRAY APPLIED FOAM INSULATION STRUCTURAL WALL, REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION BRICK RETURN, CUT AS REQUIRED BACKER ROD AND SEALANT BOTH SIDES EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL 1/8"ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL GLAZING MEMBRANE FLASHING EMBEDDED FLASHING CUT LINTEL BRICK STEEL LINTEL, SEE STRUCTURAL DRAWINGS WEEP 24" OC METAL FLASHING WITH END DAM IN HEAD JOINT BEYOND GLAZE METAL CLEAT INTO WINDOW SYSTEM AND SEAL EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL 1/8" GLAZING ALUMINUM CURTAIN WALL THIRD FLOOR 383' -6"1/4"1/2" ALIGN BACKER ROD AND SEALANTBACKER ROD AND SEALANT GLAZING ALUMINUM CURTAIN WALL ALIGN OUTSIDE FACE OF COLD FORM METAL FRAMING WITH SLAB EDGE NEOPRENE THERMAL BREAK AT VERTICAL MULLIONS AND FIRESAFING INSULATION WITH FIRESTOP SPRAY AT JOINT BETWEEN BACK PANEL AND SLAB FIRESAFING INSULATION STEEL CURTAIN WALL BACK PANEL GLAZINGGLAZING ALUMINUM CURTAIN WALL WINDOW STOOL 1/4" THIRD FLOOR 383' -6" GLAZING ALUMINUM CURTAIN WALL 1/2" WOOD BLOCKING BACKER ROD AND SEALANT ALIGN OUTSIDE FACE OF COLD FORM METAL FRAMING WITH SLAB EDGE NEOPRENE THERMAL BREAK AT VERTICAL MULLIONS AND FIRE SAFING INSULATION WITH FIRESTOP SPRAY AT JOINT BETWEEN BACK PANEL AND SLAB FIRESAFING INSULATION STEEL CURTAIN WALL BACK PANEL STRUCTURAL FRAMING, REFER TO STRUCTURAL DRAWINGS GLASS-MAT GYPSUM SHEATHING BACKER ROD AND SEALANT CONTINUOUS FRAME AND CLIP, FASTEN THROUGH COMPOSITE BOARD ONLY CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM COMPOSITE POLYISOCYANURATE BOARD INSULATION METAL SOFFIT PANEL BACKER ROD AND SEALANT ALIGN 1/4"1/4"WINDOW STOOL 3'-9"1/2"2"1'-0"GLASS-FIBER BLANKET INSULATION 6" COLD FORMED METAL JOIST AT 24" OC 3 5/8" COLD FORMED METAL STUD TO STRUCTURE ABOVE AT 48" OC, PROVIDE DIAGONAL BRACING AS REQUIRED - MIN R-30 FIFTH FLOOR 405' -6"1'-11 3/8"GLAZING ALUMINUM CURTAIN WALL BACKER ROD AND SEALANT STEEL CURTAIN WALL BACK PANEL FIRESAFING INSULATION STRUCTURAL FRAMING, REFER TO STRUCTURAL DRAWINGS NEOPRENE THERMAL BREAK AT VERTICAL MULLIONS AND FIRESAFING INSULATION WITH FIRESTOP SPRAY AT JOINT BETWEEN BACK PANEL AND SLAB6"6" ALIGN OUTSIDE FACE OF COLD FORMED METAL FRAMING WITH SLAB EDGE CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION WOOD BLOCKING 1/2" GLASS-MAT GYPSUM SHEATHING CANT VAPOR RETARDER EPDM MEMBRANE ROOFING BACKER ROD AND SEALANT METAL COPING ALUMINUM CURTAIN WALL GLAZING WOOD BLOCKING TRANSITION FLASHING OVER TOP OF PARAPET WALL THIRD FLOOR 383' -6"3'-9"2"1/2"1'-0"METAL SOFFIT PANEL 1/8" GLAZING ALUMINUM CURTAIN WALL EXTEND AIR BARRIER SYSTEM INTO GLAZING POCKET OF WINDOW SYSTEM AND SEAL BACKER ROD AND SEALANT BOTH SIDES CONTINUOUS FRAME AND CLIP, FASTEN THROUGH COMPOSITE BOARD ONLY CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM COMPOSITE POLYISOCYANURATE BOARD INSULATION GLASS-MAT GYPSUM SHEATHING 5/8"6"5/8" 3 1/2" CFMF STUDS 24" OC CLOSED-CELL SPRAY APPLIED FOAM INSULATION GYPSUM BOARD GLASS-MAT GYPSUM SHEATHING 6" COLD FORMED METAL JOIST AT 24" OC 3 5/8" COLD FORMED METAL STUD TO STRUCTURE ABOVE AT 48" OC, PROVIDE DIAGONAL BRACING AS REQUIRED GLASS-FIBER BLANKET INSULATION - MIN R-30 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 5:25:16 PMA654 EXTERIOR WINDOW DETAILS 02.14.2020 2017054 BPL 411-415 College Ave, Ithaca, New York 14850Student Agencies Properties, Inc.411-415 College Ave RedevelopmentNew Construction3" = 1'-0"G1 ALUMINUM CURTAIN WALL SILL 3" = 1'-0"G4 ALUMINUM CURTAIN WALL SILL 3" = 1'-0"G8 ALUMINUM CURTAIN WALL JAMB 3" = 1'-0"G11 ALUMINUM CURTAIN WALL JAMB 3" = 1'-0"A11 ALUMINUM CURTAIN WALL MULLION 3" = 1'-0"G6 ALUMINUM CURTAIN WALL HEAD 3" = 1'-0"A9 ALUMINUM CURTAIN WALL MULLION 3" = 1'-0"B1 ALUMINUM CURTAIN WALL DETAIL AT FLOOR SLAB EDGE REVISION SCHEDULE NAME DATE 3" = 1'-0"B10 ALUMINUM CURTAIN WALL DETAIL AT OVERHANG 3" = 1'-0"B3 ALUMINUM CURTAIN WALL DETAIL AT ROOF EDGE 3" = 1'-0"B6 ALUMINUM CURTAIN WALL DETAIL AT EXTERIOR CEILING e1e2e3e4e5e6e7eAeBeCe5.5EXISTINGSTAIR 1ST1123456788FPFPFP2"2"2"FPFP4"4"6(E) 4" STANDPIPE UP/DNe1e2e3e4e5e6e7eAeBeCe5.5EXISTINGSTAIR 1ST19(E) 4" STANDPIPE UP/DNe1e2e3e4e5e6e7eAeBeCe5.5EXISTINGSTAIR 1ST19(E) 4" STANDPIPE UP/DNe1e2e3e4e5e6e7eAeBeCe5.5STAIR 1ST19(E) 4" STANDPIPE UP/DNDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:36 PMFPD101FLOOR PLANS -FIREPROTECTIONDEMOLITION02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FIRST FLOOR PLAN FIRE PROTECTION DEMOLITION1/8" = 1'-0"2SECOND FLOOR PLAN FIRE PROTECTION DEMOLITION1/8" = 1'-0"3THIRD FLOOR PLAN FIRE PROTECTION DEMOLITION1/8" = 1'-0"4FOURTH FLOOR PLAN FIRE PROTECTION DEMOLITION0'2'4'8'16'0'2'4'8'16'0'2'4'8'16'0'2'4'8'16'FPD101 DEMOLITION NOTES1 WATER SERVICE ROOM CONTAINING EXISTING BUILDING'S SPRINKLER SYSTEMBACKFLOW PREVENTER, RISERS, AND SYSTEM SHUT-OFF VALVES.2 REMOVE ALL 3 (THREE) - 2" SPRINKLER SUPPLIES BACK TO 2" BRANCH VALVE ATCONNECTION TO 4" RISER AND PLUG. IN EACH SUPPLY, REMOVE 2" CHECK VALVE, DRAINVALVE, PRESSURE GAGE AND FLOW SWITCH.3 REMOVE 3 (THREE) - 2" CPVC SPRINKLER SUPPLIES INTO BASEMENT OF ADJACENTBUILDING. PATCH WALL AT EACH PENETRATION.4 REMOVE 1" FP BACK TO LOCATION INDICATED AND CAP.5 REMOVE 1" FP AND SPRINKLER HEAD IN ELEVATOR SHAFT.6 REMOVE TWO (2) - 4" FP MAINS BETWEEN POINTS INDICATED. PREP PIPING FOR NEWCONNECTIONS.7 REMOVE CONCEALED SPRINKLER HEAD (TYPICAL OF NINE).8 REMOVE ALL SPRINKLER BRANCH PIPING IN AREAS OF RENOVATION. REMOVE ALL PIPINGSUPPLYING SPRINKLERS TO BE REMOVED AND CAP.9 REMOVE PENDENT SPRINKLER HEAD AND 1" PIPING BACK TO LOCATION INDICATED ANDCAP.A.B.PROVIDE SHUTDOWNS AND RE-ACTIVATIONS OF EXISTING SPRINKLER SYSTEMS AS REQUIRED FOR WORK INDICATED. PROVIDE ALL COORDINATION WITH OWNER AND PROVIDE ALL REQUIRED WORK. DO NOT SHUT DOWN ANY SPRINKLER SYSTEM WITHOUT OWNER'S PRIOR WRITTEN APPROVAL. PROVIDE FIRE WATCH SERVICES FOR ALL SPRINKLER SYSTEM SHUTDOWN DURATIONS.ALL WORK INDICATED ON THIS DRAWING OCCURS WITHIN EXISTING BUILDING TO THE SOUTH OF THE PROPOSED NEW BUILDING AT 411-415 COLLEGE AVE.GENERAL NOTES:REVISION SCHEDULENAME DATE SEMI-RECESSED PENDENT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD DESCRIPTIONSYMBOL FIRE PROTECTION SYMBOL LIST POINT OF CONNECTION NTS NOT TO SCALE SIDEWALL SPRINKLER HEAD (ETR)EXISTING TO REMAIN GC GENERAL CONTRACTOR PC PLUMBING CONTRACTOR FC FLUSHING CONNECTION ELBOW DOWN DRAIN VALVE ELBOW UP CHECK VALVE TOP TEE CONNECTION PRESSURE REDUCING VALVE FLUSHING CONNECTION RELIEF VALVE BACKFLOW PREVENTER (BFP) CONCEALED PENDENT SPRINKLER HEAD SHUT-OFF VALVE WITH TAMPER SWITCH (TS) AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR EC ELECTRICAL CONTRACTOR (E)EXISTING PIPING FP FIRE PROTECTION PIPING (FP) D SPRINKLER DRAIN PIPING (D) 45°OFFSET BOTTOM/TEE CONNECTION PIPE CONTINUATION PENDENT SPRINKLER HEAD FIRE DEPT. VALVEFDV POINT OF DISCONNECTION FS FLOW SWITCH (FS) PS PRESSURE SWITCH (PS) DRY PRE-ACTION ALARM VALVE ALARM CHECK VALVE WITH TRIM (ACV) FIRE DEPARTMENT VALVE (FDV) POST INDICATOR VALVE (PIV) WATER MOTOR GONG FIRE DEPARTMENT CONNECTION (FDC) FIRE PUMP TEST HEADER INSPECTOR'S TEST CONNECTION (ITC) FIRE HYDRANT (FH) FIRE HOSE CABINETFHC FIRE VALVE CABINETFVC (E)EXISTING WORK TO BE REMOVED FPC FIRE PROTECTION CONTRACTOR THESE NOTES ARE APPLICABLE TO ALL FIRE PROTECTION CONTRACT DRAWINGS. PROVIDE A COMPLETE WET PIPE FIRE PROTECTION SPRINKLER AND STANDPIPE SYSTEM TO PROTECT ALL BUILDING SPACES IN COMPLIANCE WITH THE STATE CODE REFERENCED EDITION OF NFPA 13, NFPA 14, THE 2015 INTERNATIONAL FIRE CODE AND THE CITY OF ITHACA. THE STANDPIPE SYSTEM SHALL BE A WET MANUAL TYPE, CLASS 1 WITH 2 1/2" FIRE DEPARTMENT VALVES INSTALLED AT ALL INTERMEDIATE LANDINGS. THE SPRINKLER AND STANDPIPE SYSTEM SHALL BE HYDRAULICALLY CALCULATED AND DESIGNED BY THE FIRE PROTECTION CONTRACTOR. REFER TO SPECIFICATIONS AND DRAWING NOTES. PROVIDE SPRINKLER DRAWINGS, WORKING DRAWINGS AND HYDRAULIC CALCULATIONS IN ACCORDANCE WITH ALL REQUIREMENTS OF NFPA-13. SPRINKLER PIPE SIZES AND LOCATIONS SHOWN ON THESE DRAWINGS ARE FOR REFERENCE AND INTENT. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS TO DETERMINE ALL FINAL PIPE SIZES AND LOCATIONS AND SHALL ADJUST ALL PIPE SIZES AND LOCATIONS AS REQUIRED TO PROVIDE A FUNCTIONAL, COMPLIANT SYSTEM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL PIPING AND SPRINKLER HEADS REQUIRED TO PROVIDE A SPRINKLER SYSTEM THAT PROTECTS ALL BUILDING SPACES. THE PLANS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENT OF PIPING, SPRINKLER HEADS AND EQUIPMENT. ALL REQUIRED MAINS, BRANCH LINES, SPRINKLER HEADS, EQUIPMENT AND SYSTEM COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR. THE PLANS ARE NOT INTENDED TO SHOW EVERY ITEM OF WORK OR EQUIPMENT. THE CONTRACTOR SHALL FURNISH AND INSTALL ANY COMPONENT NECESSARY TO COMPLETE THE SYSTEM IN ACCORDANCE WITH THE BEST PRACTICE OF THE TRADE, NFPA AND THE CITY OF ITHACA WITHOUT ADDITIONAL COST. ITEMS OF WORK OR EQUIPMENT SHOWN ON THE DRAWINGS ONLY, OR CALLED FOR IN THE SPECIFICATIONS ONLY, SHALL BE FURNISHED AND INSTALLED IN THE SAME MANNER AS IF THEY APPEARED ON BOTH THE DRAWINGS AND THE SPECIFICATIONS. DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION, DRAINS ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL MAKE SUCH CHANGES AND ADDITIONS IN PIPING AND LOCATION OF EQUIPMENT, ETC. TO ACCOMMODATE WORK, OBSTACLES, AND WORK OF OTHER CONTRACTORS. INSTALL EQUIPMENT AND PIPING TO AVOID INTERFERENCE WITH THE OPERATION, SERVICE, AND MAINTENANCE OF EQUIPMENT. ALL PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE PROVIDED BY THIS CONTRACTOR FOR INSTALLATION OF FP SYSTEMS INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, PIPING,ETC., UNLESS OTHERWISE SHOWN ON THE ARCHITECTURAL DRAWINGS. THIS CONTRACTOR SHALL PROVIDE SLEEVES AND FIRESTOPPING FOR ALL PIPING PENETRATING THROUGH ALL RATED WALLS AND FLOORS. ALL PENETRATIONS THROUGH NON RATED WALLS SHALL BE SLEEVED AND SEALED WITH A NON-HARDENING SEALANT ON BOTH SIDES OF THE WALL. ALL WORK BY THIS CONTRACTOR. THE PLANS DO NOT INDICATE THE LOCATION OF HIGH TEMPERATURE HEADS. THE CONTRACTOR SHALL PROVIDE HIGH TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY NFPA-13 AND THE PROJECT SPECIFICATIONS. PROVIDE TAMPER SWITCHES, CHAINS AND BREAKABLE LOCKS FOR ALL FIRE PROTECTION VALVES. ALL SHUTOFF VALVES SHALL BE CHAINED AND LOCKED IN THE OPEN POSITION. DISPOSE OF ALL WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO A LOCATION OFF SITE. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND OTHER TRADES PRIOR TO CONSTRUCTION. COORDINATE WATER SERVICE INSTALLATION WITH SITE/CIVIL CONTRACTOR. MAINTAIN SERVICE CLEARANCES FOR ALL EQUIPMENT. ADVISE OTHER TRADES OF THE REQUIRED SERVICE CLEARANCES FOR FIRE PROTECTION EQUIPMENT. LABEL ALL PIPING, SHUT OFF VALVES, DRAINS, TEST CONNECTIONS, RISERS TEST HEADERS AND FIRE DEPT. CONNECTIONS. PIPING SHALL BE INSTALLED AND CONCEALED ABOVE FINISHED CEILINGS WITH SPRINKLER HEADS LOCATED IN CENTER OF CEILING TILES WHERE TILED CEILINGS ARE TO BE INSTALLED. ARRANGE WET PIPE SPRINKLER SYSTEMS TO DRAIN BACK TO A LOW POINT DRAIN VALVES. WHERE NOT POSSIBLE PROVIDE AUXILIARY DRAINS ON ALL SPRINKLER MAINS. ALL COSTS FOR CUTTING, PATCHING, AND PAINTING OF WALLS, CEILINGS AND FLOORS TO ACCOMMODATE THE INSTALLATION OF WORK SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR UNLESS INDICATED OTHERWISE. MATERIALS FOR RESTORATION OF EXISTING SURFACES SHALL MATCH THE EXISTING SURFACES. THIS CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF EXISTING OR NEW FIRE PROOFING WHICH IS DISTURBED OR REMOVED DURING THE COURSE OF ANY DEMOLITION OR INSTALLATION OF NEW WORK THAT IS PART OF THIS CONTRACT. ALL PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE COORDINATED WITH THE PROJECT'S STRUCTURAL ENGINEER PRIOR TO MAKING PENETRATION. ALL PENETRATIONS SHALL BE PROVIDED IN STRICT ACCORDANCE OF THE PROJECT STRUCTURAL ENGINEER'S RECOMMENDATIONS. DO NOT DRILL, CORE OR CUT ANY PORTION OF COLUMNS, BEAMS, JOISTS OR BRIDGING RIBS WITHOUT PRIOR APPROVAL.PRIOR TO CUTTING, DETERMINE THE LOCATION OF PROPOSED OPENINGS SUCH THAT NO PORTION OF EXISTING BEAMS OR JOISTS WILL BE ALTERED IN ANY WAY. THERE ARE NO SEISMIC RESTRAINT/SUPPORT REQUIREMENTS FOR THIS PROJECT. REFER TO ARCHITECTURAL PLANS FOR CEILING GRID LAYOUTS, DECORATIVE CEILINGS FEATURES, SOFFITS, ETC. PROTECT ALL CEILINGS AND FEATURES, PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED. WHEREVER THE TERM "THIS CONTRACTOR" OR "CONTRACTOR" IS USED ON FP DRAWINGS, IT SHALL MEAN THE PROJECT'S FIRE PROTECTION SPRINKLER CONTRACTOR. A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. FINISHED GRADE OR SIDEWALK FIRST FLOOR SEAL WALL PENETRATION WATER TIGHT EXTERIOR WALL FACING COLLEGE AVE. 4" SINGLE CONNECTION, 5 x 4 "STORZ" STYLE, LABEL SHALL READ "AUTO SPKR" NOTE: CONFIGURATION, TYPE AND LOCATION OF FDC SHALL BE COORDINATED BY THE FIRE PROTECTION CONTRACTOR WITH THE ITHACA CITY FIRE DEPT. 4" FP THROUGH BASEMENT TO MECHANICAL ROOM N002 SLEEVE AND FIRE STOP FLOOR PENETRATION 4" DETAIL NOTES: A.ELECTRICAL EQUIPMENT INCLUDES PANELS, TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTERS, SWITCHGEAR, ADJUSTABLE SPEED DRIVES, AND FUSED SWITCHES (THIS ALSO APPLIES TO ELECTRICAL GEAR MOUNTED DIRECTLY ON MECHANICAL EQUIPMENT). B.DEDICATED ELECTRICAL SPACE IS DEFINED BY NEC 110. C.NO PIPING OR DUCTWORK MAY BE INSTALLED IN DEDICATED ELECTRICAL SPACE OR WORKING SPACE. STRUCTURAL CEILING STRUCTURAL CEILING 6'-6" SPRINKLER ALLOWEDDEDICATED ELECTRICAL SPACE WORKING SPACE 3'-0" TO 9'-0" PER NEC 110 6'-0" DUCT WORKING SPACE SIDE VIEW LUMINAIRE PERMITTED 6'-6" MIN. SIDE VIEW DEDICATED ELECTRICAL SPACE 6'-0" OR LESS SUSPENDED CEILING SUSPENDED CEILING FRONT VIEW 6'-6" MIN. LUMINAIRE PERMITTED FRONT VIEW 30" MIN. PIPING PERMITTED LUMINAIRE PERMITTED PIPING PERMITTED TYPICAL ELECTRICAL EQUIPMENT PIPING PERMITTED MAIN ON OFF MAIN ON OFF MAIN ON OFF M AIN ON OFF MAIN ON OFF MAIN O N OFF 6'-0" WORKING SPACE 36" MIN. SPLASH BLOCK STRUCTURAL STEEL MEMBER FROM END OF BRANCH LINE PIPE SIZE VARIES SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER. PROVIDE CHROME PLATED FINISH FOR DRAIN AND ESCUTCHEON REMOTE FLOW DETECTION AND TEST ASSEMBLY A. DETAIL NOTE: 7'-0" MAXIMUM NOT LESS THAN 4' OF EXPOSED TEST PIPE IN WARM ROOM BEYOND VALVE WHEN PIPE EXTENDS THRU WALL TO OUTSIDE ESCUTCHEON PIPE SLEEVE AND FIRESTOPPING PIPE CLAMP TIGHT TO FLOOR SLAB. ROUND OFF ENDS (TYPICAL) FINISHED FLOOR FIRESTOP 4" STANDPIPE REFER TO FLOOR PLANS FOR CONTINUATION (TYPICAL) 2 1/2" NIPPLE 2 1/2" FIRE DEPARTMENT VALVE. INSTALL 48" ABOVE FINISHED FLOOR IN STAIR TOWER LANDINGS -PROVIDE HOSE THREAD OUTLET REQUIRED BY CITY OF ITHACA FIRE DEPARTMENT 2 1/2" WITH CAP AND CHAIN 4'-0" CL NOTE: PROVIDE 2 1/2" SUPPLY TO FDV ONLY IN SPECIFIC LOCATIONS NOTED ON PLANS. 12" DI WATER MAIN EXISTING HYDRANT E-53 12" CI WATER MAINCOLLEGE AVE.8 " D I W A T E R M A IN DRYDEN ROAD NOTE: THIS PLAN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DISTANCES AND ELEVATIONS, VALVE LOCATIONS AND HYDRANT LOCATIONS. CONTRACTOR SHALL PROVIDE SITE PLAN INDICATING HYDRANT LOCATIONS AND PIPE LENGTHS WITH SHOP DRAWING SUBMITTALS. OAK AVE. NEW BUILDING 6" DUCTILE IRON COMBINED WATER SERVICE REFER TO DRAWING P100 FOR ADDITIONAL DETAILS OF INCOMING COMBINED WATER SERVICE 4" DCDA BACKFLOW DEVICE WITH OS&Y GATE VALVES (EACH WITH TAMPER SWITCH). DCDA BY P.C. -CONNECT TO DOWNSTREAM SIDE OF DEVICE. PROVIDE ALL WORK ON DOWNSTREAM SIDE OF 4" DCDA DEVICE. FLOW SWITCH 0-200 PSI GAGE 4" 3" SPRINKLER FLOOR CONTROL ASSEMBLY FOR BASEMENT SPRINKLERS. REFER TO DETAIL 2 ON FP201 1 1/4" DRAIN TO STORM SUMP IN ROOM N002 3" FP TO BASEMENT SPRINKLERS 4" FROM FIRE DEPT. CONN. FACING COLLEGE AVE. 4" CHECK VALVE WITH AUTOMATIC BALL DRIP DRAIN, PROVIDE 1" DRAIN TO STORM SUMP IN ROOM N002 4" FP4" FP TO FIRST FLOOR SPRINKLERS 4" SPRINKLER FLOOR CONTROL ASSEMBLY FOR FIRST FLOOR SPRINKLERS. REFER TO DETAIL 2 ON FP201 FP4" OS&Y GATE VALVE WITH TAMPER SWITCH FLOW SWITCH SECOND FLOOR (372.50') FIRST FLOOR (358.50') BASEMENT (347.50') 4" 2" DRAIN TO ROOM N108, RUN OUT OF BLDG. 4" STANDPIPE, 2" DRAIN IN STAIR 3 (ST-3). REFER TO DETAIL 4 ON FP201 1 1/4" DRAIN TO BUILDING EXTERIOR 6" FP SUPPLY FIRST FLOOR WATER METER ROOM N108 (363.30') 4" FLANGE FLANGE THIS SECTION OF 4" FP SUPPLY SHALL BE CEMENT LINED DUCTILE IRON 4" 4" TO BACKFLOW DEVICE TEST HEADER ON EAST WALL OF BLDG. SLEEVE WITH WATERSTOP COLLAR AND RISER CLAMP ABOVE FLOOR SLEEVE WITH WATERSTOP COLLAR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:12 PMFP001 GEN. NOTES, SYMBOLS LIST AND DETAILS - FIRE PROTECTION 02/14/20 2017054 ZPS 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionFIRE PROTECTION SPRINKLER DESIGN CRITERIA (NFPA-13): ALL BASEMENT AND FIRST FLOOR AREAS: ORDINARY HAZARD GROUP I, 0.15 GPM PER SQ.FT DENSITY OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. 100 GPM HOSE STREAM ALLOWANCE (INTERIOR). ALL PUBLIC SPACES ON FLOORS TWO THROUGH SIX: LIGHT HAZARD, 0.10 GPM PER SQ.FT. DENSITY OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. ORDINARY HAZARD CRITERIA AS NOTED BY ITEM 1 ABOVE FOR MECHANICAL AND ELECTRICAL ROOMS AND TRASH ROOMS. 100 GPM HOSE STREAM ALLOWANCE (INTERIOR). ALL DWELLING UNIT SPACES ON FLOORS TWO THROUGH SIX: RESIDENTIAL APPROACH AS INDICATED BY NFPA-13, CHAPTER 11. NFPA13R STANDARD IS NOT APPLICABLE TO THIS PROJECT. NOTE: PROVIDE SPRINKLERS IN ALL CLOSETS AND BATHROOMS ON ALL FLOORS. PROVIDE SPRINKLERS AND FIRE PROTECTION SYSTEMS IN EXCESS OF REQUIREMENTS OF NFPA-13 AND NFPA-14 AS NOTED BY THE CONTRACT DOCUMENTS. 1. 2. 3. 4. 5. 6. SITE HYDRANT TEST FLOW DATA: STATIC PRESSURE: 94 PSI RESIDUAL PRESSURE: 68 PSI FLOW: 791 GPM FLOW AT 20 PSI: 1391 GPM LOCATION: HYDRANT E-53, COLLEGE AND DRYDEN DATE: OCTOBER 10, 2019 BY: CITY OF ITHACA NOT TO SCALE1FIRE DEPARTMENT CONNECTION DETAIL NOT TO SCALE3PIPING OVER ELECTRICAL EQUIPMENT DETAIL NOT TO SCALE2TYPICAL INSPECTOR'S TEST CONNECTION DETAIL (WET SYSTEM) NOT TO SCALE4FIRE DEPARTMENT VALVE (FDV) DETAIL NOT TO SCALE6SITE WATER MAIN PLAN NOT TO SCALE5BUILDING FIRE PROTECTION SCHEMATIC GENERAL NOTES: SPRINKLER AND STANDPIPE SYSTEM COMPONENT NOTES: ALL SPRINKLER PIPING ON BASEMENT AND FIRST FLOOR SHALL BE STEEL OR DUCTILE IRON. NO CPVC SPRINKLER PIPING IS ALLOWED ON BASEMENT AND FIRST FLOOR. SPRINKLER PIPING 2 1/2" AND LARGER ON ALL FLOORS SHALL BE STEEL OR DUCTILE IRON. SPRINKLER PIPING ON FLOORS TWO THROUGH SIX MAY BE CPVC. ALL STANDPIPE PIPING SHALL BE STEEL OR CEMENT LINED DUCTILE IRON. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PIPING REQUIREMENTS. 1. 2. 3. 4. 5. REVISION SCHEDULE NAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 STORAGE 881 ELEV 1968 MECHANICAL ROOM N002 LEASEABLE STORAGE SPACE N001 ELECTRICAL ROOM N003 1 STAIR 3 ST3 3" 3" 2 3 FP 5 3" 4 FPFPFP 6 7 8 9 10 11 12 13 14 15 16 UPRIGHT SPRINKLER HEAD (TYPICAL) 4"FP 4"FP1"1 1/4"1 1/2"1 1/4"1" TYPICAL BRANCH LINE PIPE SIZES FOR ALL LEASEABLE SPACE AREAS 4" 1 1/4"FP4"3" FS 1 1/2" 1"1 1/4" 4"3" 1 1/4" 6 1 1/4" 4"FP 1 1/4" 1 1/4" 1 1/4" 1 1/2" 1 1/2"FP17 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:14 PMFP100 BASEMENT FLOOR PLAN - FIRE PROTECTION 02/14/20 2017054 ZPS 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 BASEMENT FLOOR PLAN - FIRE PROTECTION NOTE: ALL SPACES IN BASEMENT SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 ORD. HAZ, GPI CRITERIA, 0.15 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. 0'2'4'8'16' FP100 DRAWING NOTES 1 6" COMBINED WATER SERVICE INTO BUILDING BY P.C. REFER TO DETAIL 5 ON DRAWING FP001. 2 4" DOMESTIC WATER UP TO WATER METER ROOM N108 (BY P.C.). 3 6" OS&Y GATE VALVE WITH TAMPER SWITCH (BY P.C.). THIS CONTRACTOR SHALL PROVIDE TAMPER SWITCH ON THE VALVE. 4 4" FP UP. 5 4" CHECK VALVE WITH AUTOMATIC BALL DRIP DRAIN. PIPE 1" DRAIN TO STORM SUMP IN ROOM N002. 6 END CAP FLUSH CONNECTION. 7 DROP 1 1/4" SPRINKLER SYSTEM DRAIN INTO STORM WATER SUMP. 8 4" DOMESTIC WATER SUPPLY. REFER TO PLUMBING DRAWINGS. 9 4" BALL VALVE, BY PLUMBING TRADE. 10 3" ZONE CONTROL VALVE ARRANGEMENT FOR BASEMENT SPRINKLERS. REFER TO DETAIL 2 ON DRAWING FP201. 11 UPRIGHT SPRINKLER HEAD WITH PROTECTIVE CAGE UNDER STAIR LANDING. 12 2 1/2" FP UP, PROVIDE 2 1/2" FDV CONN. ON LANDING. REFER TO DETAIL 4 ON FP201 AND DETAIL 4 ON FP001. 13 4" FP UP TO FDC. PROVIDE 1" AUX. DRAIN WITH VALVE AND CAP. 14 4" DCDA WITH OS&Y GATE VALVES BY P.C. FPC SHALL PROVIDE TAMPER SWITCH ON EACH 4" OS&Y GATE VALVE. REFER TO 'P' SERIES DRAWINGS. 15 1 1/2" CONTROL VALVE WITH TAMPER SWITCH, FLOW SWITCH (SUPPLY FOR ELECTRICAL ROOM SPRINKLERS). 16 REFER TO DETAIL 3 ON DRAWING FP001 FOR ADDITIONAL SPRINKLER REQUIREMENTS IN ELECTRICAL ROOM. 17 CONNECT TO DOWNSTREAM SIDE OF 4" DCDA (AT OS&Y GATE VALVE) AND PROVIDE ALL FP WORK. A. B. C. ALL BRANCH SPRINKLER PIPING SHOWN ON THIS DRAWING SHALL BE 1" UNLESS OTHERWISE INDICATED. ALL FIRE PROTECTION/SPRINKLER PIPING SHOWN ON THIS DRAWING SHALL BE BLACK STEEL OR DUCTILE IRON. ALL PIPING AHEAD OF 4" DCDA BACKFLOW PREVENTER SHALL BE CEMENT LINED DUCTILE IRON. BASEMENT FIN. FLOOR ELEVATION IS 347.50'. GENERAL NOTES: REVISION SCHEDULE NAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 ELEV 473 EXISTING STAIR 1 ST1 ELECT. PANELS 589 JAN. CLOS. 590 SERVICE 591 LOADING ZONE N107 ELEV 762 TRASH/ RECYCLE N106 LEASABLE SPACE N104 CIRCULATION N105 LEASING OFFICE N103 STAIR 3 ST3 NE W BU ILD IN G CO N STRU C TIO N E X IS TIN G B U ILD IN G FP4" 6 3 4 5 7 8 1 2 FP1"FP1 1/4" FP FP 4"4" 1" 10 10 12 11 EXISTING 4" STANDPIPE UP/DN WATER METER N108 13 10 10 10 1010 10 11 10FPNOTE: ALL SPRINKLER AND STANDPIPE PIPING ON FIRST FLOOR SHALL BE BLACK STEEL. REFER TO PROJECT SPECIFICATIONS.FP12 FP 7 4" 14 14 1 1/4" 1 1/4" TYPICAL BRANCH LINE PIPE SIZES FOR ALL LEASEABLE SPACE AREAS 1"1 1/4"1 1/2"1 1/2"1 1/2"1 1/4"1" LOBBY N102 RECEPTION N101 VESTIBULE N100 15 16 17 18 16 16 4" 19 4" FP e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 OPEN TO BELOW N107 'A' LIVING N209 LIVING N208 BEDROOM N208A LIVING N207 BEDROOM N207A TOILET N207B TOILET N202A STUDIO N202 LIVING N210 LIVING N206 TOILET N203A STUDIO N203 TOILET N204A STUDIO N204 BEDROOM N206A FITNESS ROOM N214 ELEV 1349 ELEV 1350 ELEC N211 MECH N213 'A' BEDROOM N209A BEDROOM N210A TRASH N212 TOILET N201A STUDIO N201 'A' TOILET N209BTOILET N208B TOILET N210B TOILET N206B 'A' TOILET N205C 'A' BEDROOM N205B 'A' LIVING N205 'A' BEDROOM N205A CORRIDOR N215 EXISTING STAIR 1 ST1 STAIR 3 ST3 4" 6 9 EXISTING 4" STANDPIPE UP/DNFPFPFPFP FP FP FP FP FP FP 14 1 1/4" 2" 1 1/4" 1 1/4" 1 1/4" 1 1/2"1 1/2" 1 1/4" 2" 1 1/4"1 1/2" 2" 1 1/2"1 1/4" 14 1 1/2"1 1/2"2"2"1 1/2"2"1 1/2"2" 2" 1 1/4" 1 1/4"1 1/4"1 1/4" 1 1/2" 1 1/4" 2" 1 1/2" 1 1/4" SEE FIRST FLOOR PLAN FOR SPRINKLERS IN THIS AREA 14 N EW B U ILDIN G C O N S TR UC TIO N E XISTING B UILDIN G DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:19 PMFP101 FIRST AND SECOND FLOOR PLANS - FIRE PROTECTION 02/14/20 2017054 ZPS 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION 1/8" = 1'-0"2 SECOND FLOOR PLAN - FIRE PROTECTION 0'2'4'8'16'0'2'4'8'16' NOTE: ALL PUBLIC SPACES ON SECOND FLOOR SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 LIGHT HAZ, GP 1 CRITERIA, 0.10 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. ALL DWELLING UNITS SHALL BE PROTECTED IN ACCORDANCE WITH RESIDENTIAL APPROACH LISTED IN NFPA-13, CHAPTER 11. FP101 DRAWING NOTES 1 5" x 4" - "STORZ" TYPE FIRE DEPARTMENT CONNECTION. PROVIDE IN ACCORDANCE WITH ALL CITY OF ITHACA REQUIREMENTS. REFER TO DETAIL 1 ON FP001. 2 4" FP FROM FDC DOWN TO BASEMENT. 3 4" DOMESTIC WATER SUPPLY, DOMESTIC WATER METER, BACKFLOW PREVENTER DEVICES, AND ACCESSORIES. REFER TO 'P' SERIES DRAWINGS. 4 4" FP SUPPLY FROM BASEMENT. PROVIDE 1" AUX. DRAIN WITH VALVE AT 4'-0" ABOVE FIN. FLOOR. PIPE TO EXTERIOR. 5 4" CONTROL VALVE IN VERTICAL FOR FIRST FLOOR SPRINKLER SYSTEM. REFER TO DETAIL 2 ON FP201. 6 4" STANDPIPE/SPRINKLER SUPPLY UP AND DOWN. 2 1/2" FDV ON LANDING LEVEL. 2" DRAIN RISER. REFER TO DETAIL 4 ON FP201. 7 2" DRAIN TO EXTERIOR WITH 45 DEG. TURNED DOWN ELBOW AND INSECT SCREEN. 8 4" CONTROL VALVE IN VERTICAL FOR STANDPIPE SUPPLY. REFER TO DETAIL 2 ON FP201. 9 4" CONTROL VALVE FOR SECOND FLOOR SPRINKLERS. REFER TO DETAIL 2 ON FP201. 10 SPRINKLERS WITHIN EXISTING ROOMS WITHIN ADJACENT BUILDING SHALL REMAIN INTACT. 11 CONNECT EACH 4" FP TO EXISTING 4" FP. PROVIDE 1" AUX. DRAIN AND CAP AT EACH CONNECTION TO EACH EXIST. 4" MAIN. 12 1" AUX. DRAIN WITH CAP AT BASE OF RISE/DROP. 13 2" DRAIN UP. 14 END CAP FLUSH CONNECTION. 15 4" FP HEADER. SUPPORT OFF FLOOR. 16 THESE SPACES SHALL BE HEATED TO MAINTAIN A MINIMUM TEMPERATURE OF 40 DEG. F. 17 BACKFLOW DEVICE TEST HEADER WITH THREE (3) 2 1/2" TEST VALVES ON EXTERIOR OF BLDG. 18 4" TEST HEADER SUPPLY WITH 4" OS&Y GATE VALVE WITH TAMPER SWITCH. 19 PROVIDE WEATHERPROOF HORN/STROBE UNIT ON EXTERIOR OF BUILDING AT 10'-0" ABOVE FIN. GRADE. NOTE: ALL SPACES ON FIRST FLOOR SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 ORD. HAZ. GP 1 CRITERIA, 0.15 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. A.SPRINKLER PIPING 2" AND SMALLER ON SECOND FLOOR MAY BE CPVC, LISTED FOR SPRINKLER SERVICE. ALL SPRINKLER AND STANDPIPE PIPING 2 1/2" AND LARGER SHALL BE BLACK STEEL, REFER TO PROJECT SPECIFICATIONS. GENERAL NOTES: REVISION SCHEDULE NAME DATE e1e2e3e4e5e6e7eAeBeCe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9LIVINGN311LIVINGN310TOILETN302ASTUDION302LIVINGN312TOILETN303ASTUDION303TOILETN304ASTUDION304AMENITYN316ELEV1552ELEV1553ELECN315TRASHN314STUDION301TOILETN301ABEDROOMN308ABEDROOMN308BBEDROOMN309ATOILETN309BLIVINGN309TOILETN305CSTUDION306TOILETN307ATOILETN306ALIVINGN305BEDROOMN305BSTUDION307LIVINGN308CLOSETN305DTOILETN308CBEDROOMN312BBEDROOMN312ATOILETN312CBEDROOMN311ATOILETN311CBEDROOMN311BBEDROOMN310ATOILETN310CBEDROOMN310BBEDROOMN305ACORRIDORN317EXISTINGSTAIR 1ST1STAIR 3ST312EXISTING 4" STANDPIPE UP/DN351 1/4"41 1/4"441 1/2"1 1/4"1 1/4"3331 1/2"33443341 1/4"1 1/4"1 1/4"41 1/4"1 1/4"1 1/4"41 1/4"42"2"2"2"2"FP1 1/4"2"FP3331 1/4"1 1/4"1 1/2"1 1/4"42"33441 1/4"1 1/2"1 1/2"FPFP4"4"2"41 1/4"2"1 1/4"333333442"1 1/2"1 1/2"1 1/4"FP2"2"FP2"FP3441 1/4"333441 1/4"1 1/4"1 1/4"8331 1/2"832"2"1 1/4"33331 1/4"43NEW BUILDING CONSTRUCTION EXISTINGBUILDING 2"2"e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9STAIR 1ST1STUDIO601STUDIO602STUDIO606STUDIO607Room610Room611LAUNDRYN416ELEV2123ELEV2124ELECN415BEDROOMN412BBEDROOMN412ATOILETN412CLIVINGN412BEDROOMN411BBEDROOMN411ATOILETN411CLIVINGN411BEDROOMN410BBEDROOMN410ATOILETN410CLIVINGN410BEDROOMN409ATOILETN409BLIVINGN409BEDROOMN408ABEDROOMN408BLIVINGN408TOILETN408CTOILETN407ASTUDION407STUDION406TOILETN406ATOILETN405CLIVINGN405BEDROOMN405BCLOSETN405DBEDROOMN405ATOILETN402ASTUDION402TOILETN403ASTUDION403TOILETN404ASTUDION404STUDION401TOILETN401ACORRIDORN417STAIR 3ST31FPFPFPFPFPEXISTING 4" STANDPIPE DNTRASHN414STORAGEN4136766666666666666666666666666666666666661 1/2"1 1/4"2"1 1/4"1 1/2"666666666666666688NEW BUILDING CONSTRUCTION EXISTINGBUILDING DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:24 PMFP102THIRD ANDFOURTHFLOOR PLANS -FIREPROTECTION02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1THIRD FLOOR PLAN - FIRE PROTECTION1/8" = 1'-0"2FOURTH FLOOR PLAN - FIRE PROTECTIONNOTE: ALL PUBLIC SPACES ON FOURTH FLOOR SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 LIGHT HAZ, GP 1 CRITERIA, 0.10 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. ALL DWELLING UNITS SHALL BE IN ACCORDANCE WITH RESIDENTIAL APPROACH LISTED IN NFPA-13, CHAPTER 11. 0'2'4'8'16'0'2'4'8'16'NOTE: ALL PUBLIC SPACES ON THIRD FLOOR SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 LIGHT HAZ, GP 1 CRITERIA, 0.10 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. ALL DWELLING UNITS SHALL BE IN ACCORDANCE WITH RESIDENTIAL APPROACH LISTED IN NFPA-13, CHAPTER 11. FP102 DRAWING NOTES1 4" STANDPIPE/SPRINKLER SUPPLY, 2" DRAIN UP AND DOWN. 2 1/2" FDV, REFER TO DETAIL4 ON FP201.2 4" CONTROL VALVE FOR THIRD AND FOURTH FLOOR SPRINKLERS. REFER TO DETAIL 2 ONFP201.3 1 1/4" FP SUPPLY, 1" TO SPRINKLERS ON THIS LEVEL, 1" UP TO SPRINKLERS ON FLOORABOVE.4 1" FP SUPPLY, 1" TO SPRINKLER(S) ON THIS LEVEL, 1" UP TO SPRINKLER(S) ON FLOORABOVE.5 2" FP UP.6 1" FP DOWN.7 2" FP DOWN.8 END CAP FLUSH CONNECTION.A.B.C.ALL SPRINKLER BRANCH PIPING ON THIS DRAWING SHALL BE 1" UNLESS OTHERWISE INDICATED.REFER TO DETAIL 3 ON FP201 FOR WORK IN STAIR ST3.ALL SPRINKLER PIPING 2" AND SMALLER ON THIRD AND FOURTHFLOORS MAY BE CPVC, LISTED FOR SPRINKLER SERVICE. ALLSPRINKLER AND STANDPIPE PIPING 2 1/2" AND LARGER SHALL BEBLACK STEEL, REFER TO PROJECT SPECIFICATIONS.GENERAL NOTES:REVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9LIVINGN508BEDROOMN508ABEDROOMN508BLIVINGN505BEDROOMN505AAMENITYN515ELEV1564ELEV1565ELECN513BEDROOMN508CTOILETN508DTOILETN505CBEDROOMN505BTOILETN507CBEDROOMN507BBEDROOMN507ALIVINGN507BEDROOMN511BBEDROOMN511ATOILETN511CLIVINGN511BEDROOMN510BBEDROOMN510ATOILETN510CLIVINGN510BEDROOMN509BBEDROOMN509ATOILETN509CLIVINGN509STUDION506TOILETN506ATOILETN502ASTUDION502TOILETN503ASTUDION503TOILETN504ASTUDION504STUDION501TOILETN501ACORRIDORN516STAIR 1ST1STAIR 3ST312FP5TRASHN512FPFPFP2"2"2"4"4"333333333333333334444334333333344443334334444441 1/4" FP UP112"2"1 1/4"1341 1/2"1 1/2"1 1/4"1 1/4"1 1/2"1 1/2"2"1 1/4"1 1/2"1 1/2"1 1/4"2"1 1/2"1 1/4"2"2"2"1 1/4"2"1 1/4"12122"1 1/2"1 1/2"1 1/4"2"1 1/4"1 1/4"1 1/4"1 1/4"e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9AMENITYN615ELEV2170ELEV2171ELECN614MECHN612BEDROOMN611BBEDROOMN611ATOILETN611CLIVINGN611BEDROOMN610BBEDROOMN610ATOILETN610CLIVINGN610BEDROOMN609BBEDROOMN609ATOILETN609CLIVINGN609TOILETN602ASTUDION602TOILETN603ASTUDION603TOILETN604ASTUDION604STUDION601TOILETN601ALIVINGN608BEDROOMN608ABEDROOMN608BLIVINGN605BEDROOMN605ABEDROOMN608CTOILETN608DTOILETN605CBEDROOMN605BTOILETN607CBEDROOMN607BBEDROOMN607ALIVINGN607STUDION606TOILETN606ASTAIR 1ST1CORRIDORN616STAIR 3ST31FPFPFPFPTRASHN61367FPFP6666666666666666666666666666666666666666666661 1/4" FP DN1 1/4" FP DN89104"4"1 1/2"1 1/2"4"2"2"1 1/2"1 1/4"12121 1/4"122"12DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:31 PMFP103FIFTH ANDSIXTH FLOORPLANS - FIREPROTECTION02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FIFTH FLOOR PLAN - FIRE PROTECTION1/8" = 1'-0"2SIXTH FLOOR PLAN - FIRE PROTECTION0'2'4'8'16'0'2'4'8'16'NOTE: ALL PUBLIC SPACES ON FIFTH FLOOR SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 LIGHT HAZ, GP 1 CRITERIA, 0.10 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. ALL DWELLING UNITS SHALL BE PROTECTED IN ACCORDANCE WITH RESIDENTIAL APPROACH LISTED IN NFPA-13, CHAPTER 11. NOTE: ALL PUBLIC SPACES ON SIXTH FLOOR SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 LIGHT HAZ, GP 1 CRITERIA, 0.10 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT. ALL DWELLING UNITS SHALL BE PROTECTED IN ACCORDANCE WITH RESIDENTIAL APPROACH LISTED IN NFPA-13, CHAPTER 11. FP103 DRAWING NOTES1 4" STANDPIPE/SPRINKLER SUPPLY UP AND DOWN, 2" DRAIN UP AND DOWN. 2 1/2" FDV ONINTERMEDIATE LANDING LEVEL. REFER TO DETAIL 4 ON FP201.2 4" CONTROL VALVE FOR FIFTH AND SIXTH FLOOR SPRINKLERS. REFER TO DETAIL 2 ONFP201.3 1 1/4" FP SUPPLY, 1" TO SPRINKLERS ON THIS LEVEL, 1" UP TO SPRINKLERS ON FLOORABOVE.4 1" FP SUPPLY, 1" TO SPRINKLER(S) ON THIS LEVEL, 1" UP TO SPRINKLER(S) ON FLOORABOVE.5 2" FP UP.6 1" FP DOWN.7 2" FP DOWN.8 1" FP UP.9 4" VALVE WITH TS.10 4" FP DOWN, 2 1/2" FIRE HOSE VALVE ON THIS LEVEL, CONTINUE 4" TO FIFTH FLOOR.REFER TO DETAIL 4 ON FP201.11 4" FP UP, 2 1/2" FIRE HOSE ON THIS LEVEL.12 END CAP FLUSH CONNECTION.13 1 1/4" FP UP.1.ALL SPRINKLER PIPING 2" AND SMALLER ON FIFTH AND SIXTH FLOORS MAY BE CPVC, LISTED FOR SPRINKLER SERVICE. ALL SPRINKLER AND STANDPIPE PIPING 2 1/2" AND LARGER SHALL BE BLACK STEEL, REFER TO PROJECT SPECIFICATIONS.GENERAL NOTES:REVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.94" STANDPIPE WITH 2 1/2" FDV AT LANDING. EXTEND STANDPIPE UP TO 7'-0" ABOVE LANDING AND PROVIDE PRESSURE GAGE ON 4" CAP. REFER TO DETAIL 4 ON DRAWING FP201. STAIR 3ST31" FP DOWN UPRIGHT SPRINKLER HEAD (TYP. 2) 1"1"2 1/2" HOSE CONN. AND CAP OUTSIDE BLDG. AT 48" ABOVE FIN. ROOF LEVEL 2 1/2" VALVE WITH TS 2 1/2"FPDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:32 PMFP104ROOF PLAN -FIREPROTECTION02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1ROOF PLAN - FIRE PROTECTION0'2'4'8'16'REVISION SCHEDULENAME DATE DRAIN TO EXTERIOR OR AS NOTEDON PLANS. FOR EACH CONTROL VALVE PROVIDE DRAIN TO SEWER OR EXTERIOR.TO SPRINKLERSPRESSURE GAUGEFLOW SWITCHINDICATING TYPE SHUTOFF VALVE WITH TAMPER SWITCHTEST AND DRAIN VALVE OR TEST AND DRAIN ARRANGEMENTGROOVED CHECK VALVESTANDPIPENOTE: FOR VERTICAL RISER ARRANGEMENTS PROVIDE CHECK VALVESUITABLE FOR VERTICAL INSTALLATION.SPRINKLERBRANCH LINEIF OFFSET LENGTHEXCEEDS 2'-0", PROVIDEPIPE HANGERDROP NIPPLE (1" SIZE)CLOSE NIPPLEREDUCERSUSPENDEDCEILINGPENDENT OR CONCEALED PENDENT SPRINKLERBRANCH LINESPRINKLERIF OFFSET LENGTHEXCEEDS 2'-0", PROVIDEPIPE HANGERCLOSENIPPLEDROP NIPPLE (1" SIZE)REDUCERUPRIGHT SPRINKLERGAGE4" STANDPIPE2 1/2" FDVBASEMENT (347.50')NORTH FACEFP4"4"FP4" STANDPIPE2 1/2" FDVFP3"FP3"3" FP FOR FIFTH AND SIXTH FLOOR SPRINKLERS4" CONTROL VALVE ASSEMBLY. REFER TO DETAIL 3 ON FP2012 1/2" FDV1 1/2" DRAIN4" STANDPIPE2 1/2" FDV1 1/2" DRAINFP3"FP3"3" FP FOR THIRD AND FOURTH FLOOR SPRINKLERS4" CONTROL VALVE ASSEMBLY. REFER TO DETAIL 3 ON FP201FP3"FP3"3" FP FOR SECOND FLOOR SPRINKLERS2 1/2" FDV1 1/2" DRAIN4" STANDPIPE2 1/2" FDV2 1/2"2 1/2" FDV4"4" CONTROL VALVE ASSEMBLY. REFER TO DETAIL 3 ON FP2014" STANDPIPE SUPPLY FROM ROOM N1081 1/2" DRAIN TO ROOM N1084" VALVE WITH TSINTERMEDIATE LANDING (TYPICAL)SUPPLY FOR FDVON THIS LEVEL INSTAIR 1, ST 1NOTE: REFER TO DETAIL 4 ON FP001 FOR TYPICAL FDV INSTALLATION ON EACH LEVELNEW STAIR ST3NEW STAIR ST3FP2 1/2"2 1/2" VALVE WITH TAMPER SWITCH2 1/2" HOSE CONNECTION AND CAPFIRST FLOOR (358.50')SECOND FLOOR (372.50')THIRD FLOOR (383.50')FOURTH FLOOR (394.50')FIFTH FLOOR (405.50')SIXTH FLOOR (316.50')ROOF (427.50')ON INTERMEDIATE LANDING (TYPICAL)DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:34 PMFP201DETAILS - FIREPROTECTION02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNOT TO SCALE2SPRINKLER FLOOR OR ZONE CONTROL ASSEMBLY DETAILNOT TO SCALE3RETURN BEND DETAILNOT TO SCALE1UPRIGHT SPRINKLER HEAD DETAIL1/4" = 1'-0"4NORTH STAIR (ST3) AND STAIR ST1 STANDPIPE SCHEMATIC DETAILSTAIRS ON FIFTH AND SIXTH FLOOR LEVELS ARE NEWFPFP2 1/2" FDV2 1/2" FDV4"2 1/2"STAIR ST1STAIR ST14"4"EXISTING 4" STANDPIPEEXIST. CONTROL VALVE ARRANGEMENT, DRAIN, SUPPLY TO EXIST. BLDG.EXISTING STAIR 1ST1EXISTING STAIR 1ST1EXISTING STAIR 1ST1EXISTING STAIR 1ST1(E)(E)(E)(E)EXIST. CONTROL VALVE ARRANGEMENT, DRAIN, SUPPLY TO EXIST. BLDG.EXIST. CONTROL VALVE ARRANGEMENT, DRAIN, SUPPLY TO EXIST. BLDG.ROOF OF EXISTING BUILDING SOUTH OF NEW BUILDINGNOTE:NO BASEMENT UNDER EXISTING BUILDING. EXIST 2 1/2" FDV ON FLOOR LANDING IN EXIST. ST1 ON EACH FLOOREXIST. 4" FP SUPPLY(E) 4"(E) 4" STANDPIPE(E) 4"REVISION SCHEDULENAME DATE ROOF DRAINWALL HYDRANT (WH) / HOSE BIBB (HB)VENT PIPINGTRAP PRIMER (TP)TPRESSURE GAUGETHERMOMETERRECIRCULATION PUMPSHOCK ABSORBER (SA)SHOWER HEADBACKFLOW PREVENTER (BFP)UNIONPIPE GUIDEPIPE ANCHORSSHUT-OFF SWITCHRELIEF VALVEPRESSURE REDUCING VALVESOLENOID VALVECHECK VALVEBALANCING VALVESHUT OFF VALVEWATER METERMINDIRECT WASTE PIPING (IW)IWFLOOR DRAIN (FD) / FLOOR SINK (FS)CLEANOUT (CO)WALL PLATE CLEANOUT (WPCO)DECK PLATE CLEANOUT (DPCO)CAP OR PLUGPIPE CONTINUATION"P" TRAPTOP TEE CONNECTIONBOTTOM/TEE CONNECTIONELBOW UP45°OFFSETELBOW DOWNDESCRIPTIONPLUMBING SYMBOL LISTSYMBOLNATURAL GAS PIPING (G)GSTSTORM WATER SEWER PIPING (ST)STRAINERSANITARY SEWER PIPINGSAN140140° HOT WATER RECIRCULATING PIPING (HWR)140 140° HOT WATER PIPING (HW)HOT WATER RECIRCULATING PIPING (HWR)HOT WATER PIPING (HW)COLD WATER PIPING (CW)NEW PIPING LOCATED BELOW FLOOR/SLABNEW PIPING LOCATED ABOVE FLOOR/SLAB(E)EXISTING PIPINGEC ELECTRICAL CONTRACTORPC PLUMBING CONTRACTORMC MECHANICAL CONTRACTORGC GENERAL CONTRACTORVTR VENT THRU ROOFBFF BELOW FINISHED FLOORAFF ABOVE FINISHED FLOOR(ETR) EXISTING TO REMAIN(E)EXISTINGNTSNOT TO SCALEPOINT OF DISCONNECTIONPOINT OF CONNECTIONWORK TO BE REMOVEDDRAWING KEYNOTEDEMOLITION/REMOVAL KEYNOTEXXPUMP DISCHARGE (PD)PDFPC FIRE PROTECTION CONTRACTORPUMP SCHEDULENO.LOCATIONSERVICEGPMHEAD FTWATERMOTORTYPEDESIGN MAKEHPVOLTAGEPHASERPMFIXTURE AND EQUIPMENT CONNECTION SCHEDULEDESIGNATIONDESCRIPTIONCOLDWATERHOTWATERWASTE ORSANITARYVENTREMARKSSHOCK ABSORBER SCHEDULENO.FIXTURE UNITRATINGSIZE ININCHESPDI SYMBOLSA-A1 -111/2"ASA-B12 -323/4"BSA-C33 -601"CSA-D61 -1131 1/4"DSA-E114 -1541 1/2"ESA-F155 -3302"FWATER HEATER SCHEDULENO.SERVICETYPEMAX. KWGALLONS/HOURRECOVERYTEMP RISEDEG FELECTRICDESIGN MAKEWCLAVTUBKSWMBHBWHWATER CLOSET LAVATORYTUB/SHRKITCHEN SINKWASH. MACHINE BOXHOSE BIBB WALL HYDRANT 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" -1/2" 1/2" 1/2" 1/2" --3" 1 1/2" 1 1/2" 1 1/2" 2" --2" 1 1/2" 1 1/2" 1 1/2" 2" --NON-FREEZE TYPE RP-1BSMT DOM. HW H-1H-2ELECTRICELECTRICSTORAGE 216 STORAGE 216 440 440 100100 208/3208/3LOCHINVAR MODEL NO. CHVK216-250SP-1BSMT SP-2BSMT SP-3BSMT ELEV. SUMP LIBERTY MODEL 287, 8.0 FLA LIBERTY MODEL 290-2, 10.4 FLA LIBERTY MODEL 290-2, 10.4 FLA LOCHINVAR MODEL NO. CHVK216-250SP-4BSMT SP-5BSMT SAN. SUMP SAN. SUMP STORM SUMP STORM SUMP 20 20 40 40 40 40 20 30 30 30 30 30 VARIABLE 1/2 3/4 3/4 3/4 3/4 115 115 115 115 115 115 1 1 1 1 1 1 VARIABLE N/A N/A N/A N/A N/A INLINE CIRCULATOR SUBMERSIBLE SUBMERSIBLE SUBMERSIBLE SUBMERSIBLE SUBMERSIBLE GRUNDFOS MAGNA3 32-100GFN LIBERTY MODEL 290-2, 10.4 FLA LIBERTY MODEL 290-2, 10.4 FLA NOTESPROVIDE TIME CLOCK CONTROL, AQUASTAT CONTROL AND ALL CONTROL WIRING PROVIDE ALM-2W HIGH WATER ALARM, PROVIDE WITH PUMP BASE PROVIDE AE21L=4 NEMA 1 DUPLEX ALTERNATING CONTROL PANEL WITH FOUR FLOATS, AUX CONTACTS AND INTEGRAL AUDIO VISUAL ALARM. WIRE EACH PUMP TO PANEL. PROVIDE EACH PUMP WITH PUMP BASE.PROVIDE AE21L=4 NEMA 1 DUPLEX ALTERNATING CONTROL PANEL WITH FOUR FLOATS, AUX CONTACTS AND INTEGRAL AUDIO VISUAL ALARM. WIRE EACH PUMP TO PANEL. PROVIDE EACH PUMP WITH PUMP BASE.OUTLET DESIGN BASIS:JAY R. SMITH #1770 OR ZURN #Z199 BOTH W/ BIRD SCREEN OPTIONCONFIRM FINAL LOCATION AND ELEVATION WITH ARCHITECT AND G.C. BEFORE STARTING ANY INSTALLATION OF OUTLETS.DETAIL NOTES:A.B.FINISHEDFLOORPROVIDE ANCHORS ASDIRECTED BY NOZZLEMANUFACTURER.SECONDARYROOF DRAINSEAL WALL FLANGETO WALL WATERTIGHTPITCH PIPING TO EXTERIORPROVIDE SLEEVEFOR PENETRATION.FILL BETWEENPIPING AND SLEEVEWITH INSULATION.EXTERIOR WALLEXTERIOR FINISHEDGRADE/SURFACEOUTLET ELEV.18" MIN.ABOVEFINISHEDGRADEPROVIDE PIPE INSULATIONFROM ROOF DRAIN TO OUTLET.HEAVY DUTY NO-HUB COUPLINGS TYPEPER SPECIFICATIONSREFER TO PLANSFOR PIPE SIZESTORM TERMINATION FITTING WITH RODENT SCREEN FOR SECONDARY ROOF DRAIN.C.O.DETAIL NOTES:A.B.C.THE SPACE EQUAL TO THE WIDTH AND DEPTH OF THE EQUIPMENT ANDEXTENDING FROM THE FLOOR TO A HEIGHT OF 6 FT ABOVE THEEQUIPMENT OR TO THE STRUCTURUAL CEILING, WHICHEVER IS LOWER,SHALL BE DEDICATED TO THE ELECTRICAL INSTALLATION.NO PIPING, DUCTS, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENTFOREIGN TO THE ELECTRICAL INSTALLATION SHALL BE LOCATED INTHIS ZONE.THE AREA ABOVE THE DEDICATED ZONE MAY CONTAIN FOREIGN SYSTEMSIF THE ELECTRICAL EQUIPMENT IS PROTECTED FROM CONDENSATION ORLEAKS FROM THESE SYSTEMS. THE PROTECTION MUST ALSO BE ABOVETHE DEDICATED ZONE.FLOOR3 FT6'-6" OR THE HEIGHTOF THE EQUIPMENT,WHICHEVER IS GREATERELECTRICAL EQUIPMENT6 FT OR THESTRUCTURAL CEILING,WHICHEVER IS LOWER.NO FOREIGN SYSTEMSOF ANY KIND ALLOWEDABOVE EQUIPMENT.NO FOREIGN SYSTEMS ALLOWEDBELOW EQUIPMENT OR INREQUIRED ACCESS SPACEFOREIGN SYSTEMS ALLOWEDWHEN PROTECTION INSTALLEDFOR THE ELECTRICALEQUIPMENT IF REQUIRED.PROTECTION SHALL ALSOBE INSTALLED IN THIS ZONE.STRUCTURALCEILING1"INTEGRAL BASE FORFLOOR MOUNTINGDIELECTRIC PIPE UNIONCW PIPING FROMWATER HEATING PLANT1/2" CALIBRATED PRESSURERELIEF VALVE SET AT 120 PSI3/4" DRAIN VALVE WITHVACUUM BREAKER. PIPE TO FLOOR SINK IN ROOM N0024" HIGH CONCRETEPAD WITH CHAMFEREDEDGESFINISHED FLOORHARD COPPER RELIEF VALVEDISCHARGE LINE TO END 6"OVER FLOOR DRAINASME TANK WITH DIAPHRAGMAIR CHARGING VALVE.CHARGE TANK WITH AIRPRESSURE TO MATCHBUILDING STATIC WATERPRESSURE, THEN OPENVALVENORMALLY OPEN SHUT-OFFVALVE 1" DRAIN WITH VALVE, PIPE TO FLOOR DRAIN (TYPICAL 3)35 GALLON THERMAL EXPANSION TANK (TX-1). CHARGE TO SYSTEM STATIC PRESSURE IN FIELD PRESSURE INSTALLATION. REFER TO DETAIL ON THIS DRAWING.FIN. FLOORFACTORY SIZED T AND P RELIEF VALVE (TYP.)H-1H-24" HIGH CONCRETE PADWITH CHAMFED EDGESDETAIL NOTES:A.B.1 1/2"PROVIDE ALL CONTROL WIRING AND CONTROL DEVICES FOR PUMP RP-1 CONTROL, INCLUDING TIME CLOCK AND AQUASTAT WIRING.PROVIDE EQUAL PIPING DISTANCES BETWEEN EACH HEATER'S MAIN SUPPLY AND OUTLET CONNECTIONS.1 1/2"1 1/2"ELECTRIC TANK TYPE WATER HEATER (TYP.)UNION (TYP.)BALL VALVE (TYP.)RUN 1" TO FLOOR DRAIN (TYPICAL)1401"140140DIGITAL MASTER MIXING VALVE STATION. MOUNT ON WALL AT 48" ABOVE FIN. FLOOR. STATION SHALL BE FACTORY PIPED, WITH BALL VALVE SHUT-OFFS ON ALL FIVE CONNECTIONS. ALL STATION COMPONENTS SHALL BE LEAD FREE.AFROM BLDG.BALANCE VALVECHECK VALVE (TYP.)HWR PUMP RP-1STRAINER WITH VALVED BLOW-DOWN AND CAPAQUASTAT -SET TO 110 DEG. FELECTRIC WATER HEATER (TYP.)C.PIPE ALL DRAINS, RELIEF VALVES AND ASSOCIATED ITEMS TO FLOOR SINK IN ROOM N002.1 1/2"3"3"THERMOMETER (TYP.)1 1/4"1401 1/4"3"2"1 1/4"3"1152"UNION (TYP.)BALL VALVE (TYP.)3"TIME CLOCK CONTROLLER3"BALANCE VALVE27" DEEP HEAT TRAPD.PROVIDE START UP AND COMMISSIONING OF HEATERS, RP-1 AND MIXING VALVE STATION BY A FACTORY CERTIFIED REPRESENTATIVEOF THE EQUIPMENT MANUFACTURER.TDETAIL NOTES:DOMESTIC COLD WATERFLOW DIRECTION LABEL. PROVIDE 360 DEGREE WRAP OVERLAPPING BOTH ENDS OF THE PIPE FUNCTION LABEL AND MATCHING THE FLOW DIRECTION OF THE PIPE CONTENTS.PIPE FUNCTION LABELA.B.C.D.E.F.PROVIDE PIPE LABELS FOR EACH PIPE FUNCTION, FOR ALL PIPING ON PROJECT.PROVIDE AT LEAST ONE LABEL ON EACH PIPE FOR EVERY ROOM THEPIPE PASSES THROUGH.PROVIDE LABELS IN LARGE SPACES ON MAXIMUM 20' CENTERS FOREVERY PIPE UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS.LABELS TO BE LOCATED IN AN EASILY VISIBLE LOCATION AS THEYWOULD NORMALLY BE SEEN. IE. ON THE BOTTOM HALF OF PIPESIN THE AIR AND ON THE TOP HALF OR SIDES OF PIPES MOUNTED LOW.LABELS SHALL BE, COLOR CODED, PRE-PRINTED, SELF ADHESIVE VINYL.SEE SPECIFICATIONS FOR OTHER REQUIREMENTS AND LIST OF PIPE FUNCTIONS.CW MAINIWDETAIL NOTES:FINISHED FLOORA.B.BY DIVISION 22BY DIVISION 232'-6" MINIMUM5'-0" MAXIMUMTO HVACEQUIPMENTMAKEUPWATERINDIRECT WASTE. RUN TONEAREST FLOOR DRAIN WITH1" MINIMUM AIR GAP.2" AIR GAPFUNNEL DRAIN (OPENING TWICE THE SIZE OF DRAIN PIPING. CENTER UNDER RPZ RELIEF VALVE)FINAL CONNECTIONBY DIVISION 23RPZ BACKFLOWPREVENTERPROVIDE 8" CLEARANCE BEHIND BACKFLOW PREVENTER, 1'-0"ABOVE AND 2'-6" CLEARANCE IN FRONT OF DEVICE.THE INSTALLATION OF A FIXED AIR GAP FITTING IS NOT ACCEPTABLEFOR USE ON DRAIN LINE. PROVIDE FUNNEL DRAIN AS INDICATED.1/2" DRAIN VALVE WITH THREADED CAPC.PIPE SIZES AS INDICATED ON PLANS.FLOOR DRAIN OR OTHER MEANS OF DISPOSAL AS INDICATED ON PLANSBALL VALVEPRESSURE GAGE4" P-TRAPCONN. TO 6" SANITARY LATERAL4" BACKWATER CHECK VALVE4" x 8" FITTING, OPEN ENDTRAP PRIMER WITH 1/2" DRIP DRAIN TO OPEN ENDED 4" x 8" FITTINGIWPDREFER TO DRAWING P100 FOR PIPING LOCATIONS2" IW1 1/2" PD1/2" CW2"1 1/2"1/2"2" VENTEXTERIOR BUILDING WALLSLEEVE WITH WATERSTOP COLLAR. SET IN PLACE PRIOR TO WALL POURALL RODS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS. SEAL AROUND RODS AND PIPE PENETRATION.COORDINATE WITH LOCATION INDICATED DRAWING P100 FOR LOCATIONS.CONNECTION TO 6" COMBINED WATER SERVICE ON SITE AND INSTALLATION INTO BUILDING AS INDICATED, SHALL BE ALL PROVIDED BY P.C.PROVIDE WATERPROOF SERVICE ENTRANCE INTO BUILDING.GALVANIZED STEEL RODS COATED WITH ASPHALTUMA.B.C.D.DETAIL NOTES:6" CEMENT LINED DUCTILE IRON ELBOWFINISHED GRADE OR PAVEMENT1" TO 3"WATERPROOFMASTIC5'-0" MINIMUMCOVEROVERPIPINGWHEN THIS PIECEEXCEEDS 12'-0",TIE-RODS MAY BERUN ONLY TO FIRSTOUTSIDE JOINT6" OS&Y GATE VALVE WITH TAMPER SWITCH6" COMBINED WATER SERVICE FROM OAK AVE.6" CEMENT LINED DUCTILE IRON SUPPLY TO FIRE SIDE AND DOMESTIC SIDE BACKFLOW DEVICESBASEMENT ROOM N002WATERSTOP COLLARDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:39 PMP001GEN. NOTES,SYMBOLS LISTANDSCHEDULES -PLUMBING02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNOT TO SCALE4SECONDARY ROOF DRAINAGE DETAILNOT TO SCALE5DEDICATED ELECTRICAL SPACE DETAILNOT TO SCALE7THERMAL EXPANSION TANK DETAILNOT TO SCALE6WATER HEATING PLANTNOT TO SCALE1PIPING IDENTIFICATION LABEL DETAILNOT TO SCALE2MAKE-UP WATER BACKFLOW PREVENTER DETAILGENERAL NOTES:A.B.C.D.E.F.G.H.I.J.K.L.M.N.O.P.Q.R.THESE NOTES ARE APPLICABLE TO ALL PLUMBING CONTRACT DRAWINGS.DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACT. LEGALLY DISPOSE OF ALL MATERIALS TO A LOCATION OFF SITE.COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND OTHER TRADES PRIOR TO DEMOLITION.PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL OF PIPING AND EQUIPMENT. MAINTAIN THE FIRE/SMOKE RATING OF EXISTING CONSTRUCTION. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND INSULATION EXCEPT ASBESTOS.SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL PENETRATIONS. ALL PENETRATIONS THROUGH FIRE WALLS AND FLOORS SHALL BE SLEEVED AND FIRE/SMOKE STOPPED. REFER TO CONTRACT DOCUMENTS FOR FIRE WALL AND FLOOR LOCATIONS. ALL PENETRATIONS THROUGH NON RATED WALLS SHALL BE SLEEVED AND SEALED. SEAL WITH A NON-HARDENING SEALANT ON BOTH SIDES OF WALL PENETRATION TO REDUCE NOISE TRANSMISSION.MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF ALL REQUIRED SERVICE CLEARANCES.PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS.PITCH 4" AND LARGER SANITARY, STORM, AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY, STORM, AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED.COORDINATE LOCATION AND ELEVATION OF ALL STORM SEWER, SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL FINAL CONNECTIONS TO THE SITE UTILITIES.THE PLANS ARE DIAGRAMMATIC AND INDICATE THE GENERAL PIPING AND EQUIPMENT ARRANGEMENT. ALL PIPING MAINS, EQUIPMENT, BRANCH LINES, AND SYSTEM COMPONENTS SHALL BE PROVIDED. THE PLANS ARE NOT INTENDED TO SHOW EVERY ITEM OF WORK OR EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL COMPONENTS NECESSARY TO COMPLETE THE SYSTEM IN ACCORDANCE WITH THE BEST PRACTICE OF THE TRADE WITHOUT ADDITIONAL COST.ITEMS OF WORK OR EQUIPMENT SHOWN ON THE DRAWINGS ONLY, OR CALLED FOR IN THE SPECIFICATIONS ONLY, SHALL BE PROVIDED IN THE SAME MATTER AS IF THEY APPEARED ON BOTH THE DRAWINGS AND THE SPECIFICATIONS.DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL MAKE ALL SUCH CHANGES IN PIPING AND LOCATIONS OF EQUIPMENT, ETC. TO ACCOMODATE WORK, OBSTACLES, AND WORK OF OTHER CONTRACTORS. INSTALL EQUIPMENT AND PIPING TO AVOID INTERFERENCE WITH THE OPERATION, SERVICE AND MAINTENANCE OF EQUIPMENT. ADVISE OTHER TRADES OF REQUIRED SERVICE CLEARANCES. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PATCHING OF EXISTING OR NEW FIREPROOFING WHICH IS DISTURBED OR REMOVED DURING THE COURSE OF ANY DEMOLITION OR NEW WORK THAT IS PART OF THIS CONTRACT.FIELD VERIFY ALL FLOOR ELEVATIONS INDICATED ON THE PLANS.REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES, LOCATIONS OF GRAB BARS AND CONTROLS, ETC.PROVIDE SHUTOFF VALVES ON ALL CW AND HW BRANCHES SERVING INDIVIDUAL PLUMBING FIXTURES.UNLESS OTHERWISE INDICATED, PLUMBING CONTRACTOR SHALL PROVIDE CUTTING AND PATCHING AND ALL CORING OF SLABS, WALLS AND OTHER ITEMS REQUIRED FOR PLUMBING WORK.PROVIDE TRAP GUARD INSERTS IN ALL TYPE A FLOOR DRAINS.NOT TO SCALE3BASEMENT INDIRECT WASTE CONNECTION DETAILNOT TO SCALE8WATER SERVICE ENTRY DETAILREVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAeBeCe5.512345673/4"CW1 1/2"G3"EXISTINGSTAIR 1ST1e1e2e3e4e5e6e7eAeBeCe5.589EXISTINGSTAIR 1ST1e1e2e3e4e5e6e7eAeBeCe5.5EXISTINGSTAIR 1ST1e1e2e3e4e5e6e7eAeBeCe5.5STAIR 1ST1DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:33:08 PMPD101FLOOR PLANS -PLUMBINGDEMOLITION02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FIRST FLOOR PLAN PLUMBING DEMOLITION1/8" = 1'-0"2SECOND FLOOR PLAN PLUMBING DEMOLITION1/8" = 1'-0"3THIRD FLOOR PLAN PLUMBING DEMOLITION1/8" = 1'-0"4FOURTH FLOOR PLAN PLUMBING DEMOLITION0'2'4'8'16'0'2'4'8'16'0'2'4'8'16'0'2'4'8'16'PD101 DEMOLITION NOTES1 GAS METER AND SERVICE REMOVED BY OTHERS. REFER TO PROJECT'S SITE/CIVILDRAWINGS ("C" SERIES).2 REMOVE 1 1/2" NATURAL GAS PIPING FROM METER BACK TO LOCATION INDICATED ANDPREP PIPING FOR NEW CONNECTION.3 REMOVE 3/4" CW BACK TO LOCATION INDICATED AND CAP.4 REMOVE WALL HYDRANT.5 REMOVE 3" STORM OVERFLOW PIPE.6 REMOVE 3" STORM UP TO ROOF DRAIN.7 REMOVE 3" STORM BACK TO LOCATION INDICATED AND CAP OR PLUG WITH CLEANOUTFITTING.8 REMOVE 3" STORM OVERFLOW.9 REMOVE 3" ROOF DRAIN.FOR REFERENCE ONLYFOR REFERENCE ONLYA.COORDINATE SHUTDOWN OF NATURAL GAS SYSTEM WITH OWNER. DO NOT SHUT-DOWN NATURAL GAS SYSTEM WITHOUT OWNER'S APPROVAL.GENERAL NOTES:REVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAe5.51A2A323.53.944.755.45.85.96ABCDEFGHJKLNO1M1.9FIN. BASEMENT FLOOR ELEVATION IS 347.50'12345SHUTOFF VALVEUNIONSUMP PUMP (SP-1)BASEMENT FINISHEDFLOORSILENT CHECKVALVEELEVATOR PITSECURE PIPINGTIGHT TO PIT WALL1 1/2" PUMP DISCHAGRE TO INDIRECT WASTE CONN.HIGH WATERALARMREFER TO PLANSFOR LOCATION OFCONTROL PANELAND ALARM1 1/2" PUMP DISCHARGECOORDINATE EXACT LOCATIONOF DISCHARGE PIPING WITHELEVATOR INSTALLERELEVATORPIT FLOOR24" x 24" x 18" DEEP BASIN AND PERFORATED STEEL BASIN COVER AND FRAME (ALL BY G.C.)SUMP PUMP PLATFORM, FIT FOR TYPE OF PUMP INSTALLEDRUN 4" STORM TO 6" BUILDING STORM LATERAL1 1/2" UNION (TYP.)1 1/2" SILENT CHECK VALVE (TYP.)ANTI-FLOATATIONFLANGE6" DEEP GRAVELLEVELING COURSEPLANPUMP(S) OFF -343.00'CONTROL/ALARMPANELSUMP BASIN (36" x 60")4" INLET PIPING FLANGEPUMP COVER (TYPICAL)2" VENT TO BLDG. EXTERIORHIGH WATER ALARM -346.50'LEAD PUMP ON -345.50'(ALTERNATE PUMP OPERATION)CONTROL ACCESS COVERBASIN COVERDISCHARGEPIPING FLANGE(TYPICAL OF 2)1 1/2" SHUTOFF VALVE (TYP.)1 1/2" PUMP DISCHARGE (TYP.)QUICK DISCONNECT JOINT (TYP.)FINISH FLOOR (347.50')SUBMERSIBLEPUMP (TYP. 2)C.O.DETAIL NOTES:1.2.3.4.5.6.PROVIDE TOP OF BASIN COVER FLUSH WITH FINISHED FLOOROF MECHANICAL ROOM N002.CONTROL PANEL SHALL ALTERNATE PUMP OPERATION ANDSHALL HAVE AUX. CONTACTS FOR CONNECTION TO BUILDINGMONITORING SYSTEM. CONTROL SHALL BE ARRANGED SOBOTH PUMPS OPERATE SIMULTANEOUSLY IF WATER DRAININGINTO SUMP EXCEEDS ONE PUMP'S CAPACITY.COORDINATE INSTALLATION IN BASEMENT MAT SLAB. COORDINATE WITH G.C.PROVIDE PUMP PLATFORM UNDER EACH PUMP.PROVIDE ALL WIRING FROM EACH PUMP TO PANEL AND FOR ALL FLOATS.MOUNT CONTROL PANEL ON WALL WHERE INDICATED ON PLAN.INSIDE BASIN BOTTOM -342.50'FLOAT BRACKET SUPPORT PIPE4" INLET FROM EXTERIOR FOUNDATION DRAINAGEMAT SLAB -REFER TO STRUCTURAL DRAWINGSBOTTOM OF BASIN -342.50'4 x 8 OPEN ENDED FITTING FOR SPRINKLER SYSTEM DRAINS4" 'P'-TRAPDETAIL NOTES:1.2.3.4.5.6.FINISHED FLOOR (347.50')SECTIONQUICK DISCONNECT JOINTPLANVENT FLANGEACCESS DOOR FORINSPECTIONBASIN COVERALL COVERS AND CORDSSHALL BE SEALEDGAS TIGHTPROVIDE TOP OF BASIN COVER FLUSH WITH FINISHED FLOOR OF MECHANICAL ROOM N002.CONTROL PANEL SHALL ALTERNATE PUMP OPERATION ANDSHALL HAVE AUX. CONTACTS FOR CONNECTION TO BUILDINGMONITORING SYSTEM. CONTROL SHALL BE ARRANGED SOBOTH PUMPS OPERATE SIMULTANEOUSLY IF WATER DRAININGINTO SUMP EXCEEDS ONE PUMP'S CAPACITY.COORDINATE INSTALLATION IN BASEMENT MAT SLAB. COORDINATE WITH G.C.PROVIDE PUMP PLATFORM UNDER EACH PUMP.PROVIDE ALL WIRING FROM EACH PUMP TO PANEL AND FOR ALL FLOATS.MOUNT CONTROL PANEL ON WALL WHERE INDICATED ON PLAN.2" VENT TO BUILDING VENT SYSTEM2"2"HIGH WATER ALARM -345.00'6" DEEP GRAVELLEVELING COURSEANTI-FLOATATIONFLANGERUN 4" TO 6" BUILDING SANITARY LATERALLEAD PUMP ON -344.50' (ALTERNATE PUMP OPERATION)PUMP(S) OFF -343.00'CONTROL/ALARMPANELPUMP COVER(TYPICAL)DISCHARGE PIPING(TYPICAL)1 1/2" SHUTOFF VALVE (TYPICAL)1 1/2" SILENT CHECK VALVE (TYPICAL)1 1/2" UNION (TYPICAL)4" FROM FLOOR DRAINSUMP BASIN (36" x 60")C.O.BOTTOM OF BASIN -342.50'SUBMERSIBLE PUMP (TYP. 2)FLOAT BRACKET SUPPORT PIPEINV. 345.50'MAT SLAB -REFER TO STRUCTURAL DRAWINGSFIN. FLOOR4" P-TRAP4" TO SANITARY TO SUMP IN ROOM N002. PITCH AT 1/4" PER FOOTPIPE ALL DRAINS NOTED TO FLOOR DRAIN AND TERMINATE 1" ABOVE TOP OF GRATEMAT SLAB -REFER TO STRUCTURAL DRAWINGS4" FLOOR DRAIN, DEEP BODY, SEDIMENT BUCKET WITH LIFT BAR, 12" DIA. GRATEALL PIPING FROM DRAIN TO SUMP SHALL BE CAST IRONDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:41 PMP002FOUNDATIONPLAN -PLUMBING02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FOUNDATION PLAN - PLUMBING0'2'4'8'16'P002 DRAWING NOTES1 4" SANITARY WITH TRAP UP TO FLOOR DRAIN. REFER TODETAIL 5 ON THIS DRAWING.2 PITCH 4" SAN. AT 1/4" PER FOOT.3 DUPLEX PUMP SYSTEM FOR FOUNDATION DRAINAGE. REFERTO DETAIL 3 ON THIS DRAWING.4 DUPLEX PUMP SYSTEM FOR SANITARY DRAINAGE. REFER TODETAIL 3 ON THIS DRAWING.5 ELEVATOR SUMP PUMP. REFER TO DETAIL 2 ON THISDRAWING.NOT TO SCALE2ELEVATOR SUMP PUMP DETAILNOT TO SCALE3DUPLEX STORM SUMP PUMP DETAIL - SUBMERSIBLE (SP-4, SP-5)NOT TO SCALE4DUPLEX SANITARY PUMP DETAIL - SUBMERSIBLE (SP-2, SP-3)NOT TO SCALE5WASTE DRAIN DETAIL (DRAIN IN ROOM N002)REVISION SCHEDULENAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 ELEV 1968 MECHANICAL ROOM N002 LEASEABLE STORAGE SPACE N001 ELECTRICAL ROOM N003 STAIR 3 ST3 STST6" 6" 5 6 7 8 9 10 11 12 1415 16 REFER TO DRAWING P101 FOR PIPING IN AREA ABOVE INV. 354.50'INV. 353.50'●●● ●●● ●1/2" ● 1/2" STORAGE 881 CIRCULATION N004 14 INV. 354.00' 7ST 6" 4" 4"ST9 8IW2" 2"IW2" IW 2" PD 1 1/2" 8 P100 2 4" ST UP 2" ST 5 ●●● ●●● 16 30 6"SANSAN SAN 6"SANSAN 4" 4" 4" 4" 2" 2" 1 1/4" 3"SANSANSAN 6" 6" 4" 32 3.5 4 5 B C D 1.9 MECHANICAL ROOM N002 ●●● ●●● ST17 18 19 20 21 22 2324 25 26 27 28 29 1 2 3 4 13 5 5 4" 2" 2" 4" FD-B 4" 4" 3" 2" 1 1/4"17 ● 3" 4"6" 6" 3" 2"1 1/4"H-1 H-2 TX-1 ●● 3" 3" 140 ●●SANSAN SAN4" 4" 4" 4" BASEMENT -347.50' 6 x 4 REDUCING ELBOWFP6" FIRST FLOOR -358.50' 3" BYPASS 3" CW TO BLDG. PRESSURE GAGE 42" 4" DCDA TYPE BACKFLOW PREVENTER WITH OS&Y GATE VALVES (EACH WITH TAMPER SWITCH) 4" FP FOR BUILDING STANDPIPES AND SPRINKLERS, CONTINUED ON FP DRAWINGS CONNECTION TO DOWNSTREAM SIDE OF 4" DCDA BY FPC TAMPER SWITCH ON EACH VALVE FIRE WATER SERVICE 78" 6 x 4 TEE 4" OS&Y GATE VALVE 6" OS&Y GATE VALVE WITH TAMPER SWITCH 6" COMBINED WATER SERVICE INTO BUILDING AT ELEV. 355.50'. REFER TO DETAIL 8 ON P001. BOTTOM OF BEAM (REFER TO STRUCTURAL DRAWINGS) 4" FIRST FLOOR WATER METER ROOM N108 -363.30' 4"DOMESTIC WATER SERVICE, 4" CEMENT LINED DUCTILE IRON, THIS SECTION. LABEL "DO NOT TAP" NOTE: ALL WATER SERVICE PIPING 4" AND LARGER SHALL BE CEMENT LINED DUCTILE IRON WITH FLANGED FITTINGS, VALVES AND CONNECTIONS. ALL WATER SERVICE PIPING 3" AND SMALLER SHALL BE TYPE L COPPER WITH SWEAT CONNECTIONS. 2" RPZ DEVICE (TYP. 2) REFER TO ELEVATION 7 ON THIS DRAWING 6" IW TO BUILDING EXTERIOR, WITH RODENT SCREEN AND FLAP VALVE AT EXTERIOR. TERMINATE 12" ABOVE FIN. EXTERIOR GRADE 24" 28" 3" 4 x 3 REDUCER FITTING 3" OS&Y GATE VALVE 4 x 3 TEE 3" LEAD FREE OS&Y GATE VALVE (TYP. 3) 3" LEAD FREE PLATE STRAINER 3" FLANGED, LEAD FREE COMPOUND WATER METER 3" ADJUSTABLE FLOOR SUPPORT (TYP. 2) NOTE: ALL WORK ON THIS DETAIL PROVIDED BY P.C. UNLESS OTHERWISE NOTED. SLEEVE WITH WATERSTOP COLLAR AND LINK-SEAL FLANGE SLEEVE WITH WATERSTOP COLLAR AND RISER CLAMP ABOVE FLOOR FLANGE LABEL THIS SECTION OF PIPING "DO NOT TAP" 1 1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 7:48:28 AMP100 BASEMENT FLOOR PLAN - PLUMBING 02/14/20 2017054 ZPS 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"3 BASEMENT FLOOR PLAN - PLUMBING 1. 2. 3. 4. BASEMENT FINISHED FLOOR ELEVATION IS 347.70'. CONNECT TO SANITARY AND STORM PIPING ON SITE OUTSIDE BUILDING AS INDICATED. COORDINATE WITH PROJECT'S SITE CONTRACTOR. PROVIDE ALL FITTINGS, TRANSITIONS, MATERIALS AND CONNECTIONS REQUIRED TO CONNECT ALL BUILDING SEWERS TO SITE SEWERS. COORDINATE EXACT LOCATIONS, DEPTHS AND COMPOSITION OF SITE SEWERS AS REQUIRED. CONNECT TO 6" COMBINED WATER SERVICE ON SITE OUTSIDE BUILDING AS INDICATED. COORDINATE WITH PROJECT'S SITE CONTRACTOR. PROVIDE ALL REQUIRED WATER SERVICE FITTINGS, CONNECTIONS, ADAPTERS AND RESTRAINTS. RUN 6" COMBINED WATER SERVICE INTO BUILDING AS INDICATED. ALL COMPONENTS OF DOMESTIC WATER SYSTEM SHALL BE LEAD FREE. 0'2'4'8'16' P100 DRAWING NOTES 1 CONNECT TO 6" COMBINED WATER SERVICE ON SITE AND RUN 6" COMBINED WATER SERVICE INTO ROOM N002. REFER TO DETAIL 8 ON DRAWING P001. 2 DOMESTIC WATER HEATING PLANT. REFER TO DETAIL 6 ON DRAWING P001. 3 STORM SUMP PUMP SYSTEM. REFER TO DETAIL 3 ON DRAWING P002. 4 SANITARY SUMP PUMP SYSTEM. REFER TO DETAIL 4 ON DRAWING P002. 5 2" VENT UP. 6 4" SANITARY WITH TRAP UP TO FLOOR DRAIN IN ROOM N106. 7 4" STORM, 4" SANITARY UP. 8 2" IW UP. 9 HEAT PUMP UNIT BY HVAC TRADE. PROVIDE 1 1/4" TRAPPED IW CONNECTION. REFER TO DETAIL 2 ON DRAWING P201. 10 1 1/2" PUMP DISCHARGE (PD) DOWN TO ELEVATOR SUMP PUMP SP-1. REFER TO DETAIL 2 ON P002. 11 DROP ALL PIPING TO INDIRECT WASTE DRAIN OFF SANITARY. REFER TO DETAIL 3 ON DRAWING P001. 12 3" CW, 2" HW AND 1 1/4" HWR UP. 13 4" FOUNDATION DRAINAGE INTO ROOM N002 BY G.C. RUN INTO STORM SUMP. PROVIDE CONNECTION TO 4" BY G.C. 14 CONNECT 6" SANITARY TO 6" SITE SANITARY. INVERT AT BUILDING WALL AS NOTED. PROVIDE SLEEVE WITH WATER STOP COLLAR WITH LINK-SEAL AROUND PIPE INSIDE SLEEVE. 15 CONNECT 6" STORM TO 6" SITE STORM. INVERT AT BUILDING AS NOTED. PROVIDE SLEEVE WITH WATER STOP COLLAR WITH LINK-SEAL AROUND PIPE INSIDE SLEEVE. 16 VALVE AND CAP 2" CW FOR FUTURE. 17 4" SANITARY UP. 18 4" CW UP TO METER AND BACKFLOW DEVICE IN ROOM N108. 19 6" OS&Y GATE VALVE WITH TAMPER SWITCH. 20 4" DCDA BACKFLOW PREVENTER WITH OS&Y GATE VALVES AND 3/4" LOW FLOW BYPASS. 21 3" CW UP TO ROOM N108. PROVIDE 6" PVC SLEEVE FROM ROOM N002 TO ROOM N108. 22 4" FP CONT. BY FPC. 23 2" CW TO MASTER MIXING VALVE STATION. REFER TO DETAIL 6 ON P001. 24 1 1/4" HWR TO MASTER MIXING VALVE STATION. REFER TO DETAIL 6 ON DRAWING P001. 25 3" HW FROM HEATERS TO MASTER MIXING VALVE STATION. REFER TO DETAIL 6 ON DRAWING P001. 26 MASTER MIXING VALVE STATION. REFER TO DETAIL 6 ON DRAWING P001. 27 HWR PUMP P-1, WITH ACCESSORIES. REFER TO DETAIL 6 ON DRAWING P001. 28 CONTROL PANEL FOR STORM SUMP PUMPS. 29 CONTROL PANEL FOR SANITARY SUMP PUMPS. 30 CAP 2" VENT FOR FUTURE. 1/4" = 1'-0"2 MECHANICAL ROOM PLAN GENERAL NOTES: REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 NO SCALE1BUILDING WATER SERVICE SCHEMATIC e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9ELEV473ELECT.PANELS589JAN. CLOS.590SERVICE591LOADINGZONEN107ELEV762TRASH/RECYCLEN106LEASABLESPACEN104CIRCULATIONN105LEASINGOFFICEN103STAIR 3ST3WATER METERN108ST●●4" FD-B4" FD-B●●●●●●●ST●●●●●●●●●●●●STWHNEW BUILDING CONSTRUCTION EXISTINGBUILDING STSTSTST1234567891112131517181922232425262728293031326"HBINV. 360.00'NOTE: FIN. FLR. ELEVATION IN ROOMS N107 AND N108 IS 363.50'3"24"●●1 1/2"●●SAN164"4"3"4"141410161616202"23202"3"3"3"2064"4"10IW1 1/2"21SAN4"27336271 1/2"2"1 1/2"●●●24SAN4"4"4"231414IW1 1/2"IWIW1421121316153"3"15133"12241213153"14141 1/2"IW12151324IW1 1/2"141421211 1/2"261 1/2"IW2114144"4"4"163"1 1/2"3"16121215134"SANSANSTST284"STST2727222"1 1/2"12241 1/2"1315123"4"3"4"16SAN3"13152412251857585920(TYP. 2)2"G1 1/2"6061622"e1e2e3e4e5e6e7eAeBeCe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9OPEN TOBELOWN107'A' LIVINGN209LIVINGN208BEDROOMN208ALIVINGN207BEDROOMN207ATOILETN207BTOILETN202ASTUDION202LIVINGN210LIVINGN206TOILETN203ASTUDION203TOILETN204ASTUDION204BEDROOMN206AFITNESSROOMN214ELEV1349ELEV1350ELECN211MECHN213'A' BEDROOMN209ABEDROOMN210ATRASHN212TOILETN201ASTUDION201'A' TOILETN209BTOILETN208BTOILETN210BTOILETN206B'A' TOILETN205C'A' BEDROOMN205B'A' LIVINGN205'A' BEDROOMN205ACORRIDORN215EXISTINGSTAIR 1ST1STAIR 3ST3STST●●●3/4"●NEW BUILDING CONSTRUCTION EXISTINGBUILDING 10141620213435363738394041424344454647484950515253545556SK-A●●●1/2"3738401/2"SK-A412042●●●373840●●●1/2"SK-A4143●●●4041SK-A3837SK-A37374545383838374541SK-ASK-A●●●4037384343●●●SK-A4140204" FD-A45361436IW1436SAN4"SAN49374538●●●SK-A3716SK-A36361 1/2"IW14384041●●●3914I W 1 1/2"54555556555554536162DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:32:50 PMP101FIRST ANDSECONDFLOOR PLANS -PLUMBING02/14/202017054AMB411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FIRST FLOOR PLAN - PLUMBING1/8" = 1'-0"2SECOND FLOOR PLAN - PLUMBING0'2'4'8'16'0'2'4'8'16'P101 DRAWING NOTES28 4" SANITARY, 4" STORM DOWN, EACH WITH CO TEE AT BASE.29 PROVIDE WORK WITHIN EXISTING SPACE AS REQUIRED AND INDICATED. AVOID EXISTING ELECTRIC PANELS. REFER TO DETAIL 5 ON P001.30 DROP 1 1/2" IW TO EXISTING UTILITY SINK. TERMINATE 1" ABOVE FLOOD RIM OF SINK WITH END OF IW CUT AT 45 DEG. ANGLE.31 2" HW AND CW DOWN, 1 1/4" HWR UP AND DOWN.32 1 1/2" IW DOWN. CAP 1 1/2" ABOVE CEILING.33 DROP 4" ST (SECONDARY).34 3/4" CW UP.35 4" STORM (PRIMARY), 4" STORM (SECONDARY) DOWN.36 1 1/2" IW DOWN.37 PROVIDE CONDENSATE CONNECTION TO VERTICAL STACK HVAC EQUIPMENT. REFER TO DETAIL 3 ON DRAWING P201.38 WITHIN THIS ROOM PROVIDE WC-A, LAV-A, AND TUB-A. PROVIDE ALL REQUIRED HOT AND COLD WATER, SANITARY, WASTE AND VENTCONNECTIONS TO EACH FIXTURE. CONNECT TO STACKS AND RISERS IN NEAREST ADJACENT CHASE AS REQUIRED.39 3/4" HW AND CW SUPPLY FOR TOILET ROOM FROM RISERS IN ADJACENT CHASE. PROVIDE 3/4" VALVE ON EACH SUPPLY ABOVE CEILING INTOILET ROOM. PROVIDE FIRE RATED ACCESS DOOR IN CEILING UNDER VALVES. REFER TO DETAILS ON P201.40 CONNECT 1/2" HW AND CW TO SUPPLY PIPING SERVING TOILET ROOM.41 2" SANITARY UP AND DOWN. CONNECT 1 1/2" SAN. FROM SINK ON THIS FLOOR TO 2". DROP 1/2" HW AND CW FOR SINK ON THIS FLOOR.42 CONNECT 2" VENT TO 3" VENT STACK IN NEAREST ADJACENT CHASE.43 4" STORM (PRIMARY), 4" STORM (SECONDARY) UP AND DOWN.44 1 1/4" HWR UP AND DOWN.45 1 1/2" IW UP AND DOWN. OFFSET WHERE REQUIRED TO RUN IN WALL ON FLOOR ABOVE.46 4" SANITARY UP TO LINT TRAP.47 4" SANITARY, 3" VENT, 1 1/2" HW, 1 1/2" CW, 4" STORM (PRIMARY), 4" STORM (SECONDARY) UP IN CHASE ON FLOOR ABOVE.48 DROP 1/2" HW AND CW, 1 1/2" VENT FOR SINK. 1 1/2" SANITARY DOWN. RUN 1/2" HW AND CW, 1 1/2" VENT IN TOILET ROOM AND CONNECTTO SERVICES IN CHASE.49 3/4" HW AND 3/4" CW SUPPLY FOR TOILET ROOM FROM RISERS IN ADJACENT CHASE. PROVIDE VALVES ABOVE CEILING IN CORRIDOR.REFER TO DETAILS ON P201.50 4" SANITARY, 3" VENT, 1 1/2" HW, AND 1 1/2" CW DOWN IN CHASE.51 4" SANITARY, 3" VENT, 1 1/2" HW AND 1 1/2" CW UP.52 OFFSET AND RUN ALL SANITARY, VENT AND WATER ABOVE CEILING TO DROP IN CHASE AS INDICATED.53 CONNECT 1 1/2" VENT, 1/2" HW AND CW TO SERVICES IN CHASE ADJACENT TO BATHROOM.54 OFFSET AND RUN ALL PIPING AS REQUIRED FROM FLOOR ABOVE TO DROP IN CHASE ON THIS FLOOR.55 4" SANITARY, 3" VENT, 1 1/2" HW AND 1 1/2" CW UP AND DOWN.56 1" HW AND CW SUPPLIES FOR TWO BATHROOMS; INSTALL VALVES ABOVE CORRIDOR CEILING. REFER TO DETAILS ON P201.57 PROVIDE THREE (3) - 4" SLEEVES THROUGH WALL. SEAL ALL PENETRATIONS WATER TIGHT. PROVIDE SECURE CAP ON EACH SLEEVEINSIDE AND OUTSIDE OF BUILDING.58 RUN 1 1/2" GAS INTO BUILDING, PROVIDE SLEEVE AT WALL. CONNECT 1 1/2" GAS TO NEW METER, PROVIDE VALVE.59 CONNECT 1 1/2" GAS TO EXIST. 1 1/2" IN EXISTING BUILDING.60 NEW GAS METER. REFER TO SITE DRAWINGS.61 4" SANITARY WITH TRAP UP TO FLOOR DRAIN.62 INSTALL FLOOR DRAIN SO AS NOT TO BE UNDER ANY PAD, HVAC EQUIPMENT, OR OTHER FLOOR EQUIPMENT. COORDINATE WITH HVACCONTRACTOR TO DETERMINE EXACT LOCATION.P101 DRAWING NOTES1 CONNECT 6" STORM TO 6" SITE STORM. INVERT AT BUILDING FOUNDATION WALL AS NOTED. PROVIDE SLEEVE AND SEAL AT WALLPENETRATION.2 SANITARY AND STORM PIPING IN ROOMS N107 AND N108 IS UNDER FIN. FLOOR. PROVIDE SLEEVE AND SEAL FOR SANITARY PIPINGPENETRATING FOUNDATION WALL AT COL. LINE 1.9.3 4" SANITARY WITH TRAP (BELOW FLOOR) FOR FLOOR DRAIN.4 3" VENT DOWN TO 4" SANITARY WITH CO TEE AT BEASE (ABOVE FLOOR IN ROOM N108).5 3/4" CW UP. PROVIDE WH ON EXTERIOR WALL. PROVIDE HB IN LOADING ZONE AT 4'-0" ABOVE FIN. FLOOR. PROVIDE VALVE AT 5'-6" ABOVEFIN. FLOOR.6 TERMINATE SECONDARY STORM OUTSIDE BUILDING WITH STORM TERMINATION FITTING. REFER TO DETAIL 4 ON DRAWING P001.7 4" STORM (PRIMARY) UP AND DOWN WITH CO TEE AT BASE ABOVE LOADING ZONE FLOOR. RUN 4" UNDER FLOOR AS INDICATED. 4" STORM(SECONDARY) UP.8 4" SANITARY BELOW FLOOR, DROP TO ROOM N002 BELOW. 4" CW DOWN, DROP TO ROOM N002.9 WATER METER WITH BYPASS, RPZ BACKFLOW DEVICE WITH 6" INDIRECT DRAIN TO EXTERIOR. REFER TO DETAIL 4 ON P201.10 DROP 1 1/2" IW AT WALL. TERMINATE OUTSIDE BLDG. WITH TURNED DOWN ELBOW AND INSECT SCREEN AT 18" ABOVE FIN. EXTERIORGRADE.11 4" SANITARY, 3" VENT, 1 1/2" HW AND 1 1/2" CW UP. RUN IN CHASE ON FLOOR ABOVE.12 1 1/2" SANITARY WITH TRAP UP TO TUB FIXTURE.13 3" SANITARY UP TO WC FIXTURE.14 1 1/2" IW UP.15 1 1/2" SANITARY (AND BATHROOM GROUP VENT) UP TO LAVATORY.16 2" SANITARY UP FOR SINK FIXTURES.17 4" CW DOWN TO ROOM N002.18 4" SANITARY DOWN WITH CO TEE AT BASE.19 TERMINATE 2" VENT FOR FOUNDATION DRAINAGE SUMP IN ROOM N002 AT 8'-0" ABOVE FIN. EXTERIOR GRADE WITH 3" FRESH AIR INLETFITTING. INCREASE PIPE SIZE TO 3" INSIDE WALL.20 2" VENT DOWN.21 HEAT PUMP UNIT BY HVAC TRADE. PROVIDE 1 1/4" TRAPPED IW CONNECTION. REFER TO DETAIL 2 ON P002.22 VALVE AND CAP 2" CW.23 2" VENT UP.24 4" SANITARY, 3" VENT UP (CONNECT 3" TO 4" ON THIS LEVEL). 1 1/2" HW AND 1 1/2" CW UP.25 RUN 2" VENT UP IN CHASE ABOVE AND CONNECT TO 3" VENT STACK AT 8'-0" ABOVE FIN. SECOND FLOOR. CAP 2" VENT ON THIS LEVEL AT8" BELOW UNDERSIDE OF SECOND FLOOR SLAB.26 1 1/2" IW DOWN WITH CO AT BASE.27 4" STORM (PRIMARY), 4" STORM (SECONDARY) UP.1.2.3.4.PROVIDE SANITARY AND WET VENTING, COMMON VENTING FOR SECOND FLOOR BATHROOM GROUPS. VENT IN ACCORDANCE WITH BATHROOM GROUP PROTOCOL AS INDICATED IN THE INTERNATIONAL PLUMBING CODE.PROVIDE ALL VALVES IN ACCESSIBLE LOCATIONS. WHERE VALVES ARE TO BE LOCATED ABOVE HARD CEILINGS, PROVIDE 14" x 14" FIRE RATED ACCESS DOORS IN HARD CEILINGS. COORDINATE WITH CEILING LIGHTS, GRILLES AND SPRINKLERS.RUN DOMESTIC WATER PIPING 1" AND SMALLER IN JOIST SPACE ABOVE SECOND FLOOR CEILINGS.REFER TO PROJECT'S SITE DRAWINGS FOR NATURAL GAS SERVICE WORK, NEW METER LOCATIONS, ETC.GENERAL NOTES:REVISION SCHEDULENAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 LIVING N311 LIVING N310 TOILET N302A STUDIO N302 LIVING N312 TOILET N303A STUDIO N303 TOILET N304A STUDIO N304 AMENITY N316 ELEV 1552 ELEV 1553 ELEC N315 TRASH N314 STUDIO N301 TOILET N301A BEDROOM N308A BEDROOM N308B BEDROOM N309A TOILET N309B LIVING N309 TOILET N305C STUDIO N306 TOILET N307A TOILET N306A LIVING N305 BEDROOM N305B STUDIO N307 LIVING N308 CLOSET N305D TOILET N308C BEDROOM N312B BEDROOM N312A TOILET N312C BEDROOM N311A TOILET N311C BEDROOM N311B BEDROOM N310A TOILET N310C BEDROOM N310B BEDROOM N305A CORRIDOR N317 EXISTING STAIR 1 ST1 STAIR 3 ST3 N E W BU ILD ING C O N STR U C TIO N EX IS TIN G BU ILD ING 6 9 18 5 8 11 12 4444 4 ●●●SK-ASK-A 8 12 11 8 9 SK-ASK-A 88 6●●●1812 8 11 12 16 SK-A 9●●●64 8 8 4 8 8 12 189 6 SK-A SK-A ●●● 10 8 8 7 1 1/2" 4 16 12 4 4 SK-ASK-ASK-A ●●●6 999●●●●●●66 4 4 11 11 ●●● 9 SK-A 6 16 SK-A 2 17 12 116 2 2 2 2 2 2222 2 31 9 18 30 4" FD-A 4" SAN UP TO FD 1 1 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 STAIR 1 ST1 LAUNDRY N416 ELEV 2123 ELEV 2124 ELEC N415 BEDROOM N412B BEDROOM N412A TOILET N412C LIVING N412 BEDROOM N411B BEDROOM N411A TOILET N411C LIVING N411 BEDROOM N410B BEDROOM N410A TOILET N410C LIVING N410 BEDROOM N409A TOILET N409B LIVING N409 BEDROOM N408A BEDROOM N408B LIVING N408 TOILET N408C TOILET N407A STUDIO N407 STUDIO N406 TOILET N406A TOILET N405C LIVING N405 BEDROOM N405B CLOSET N405D BEDROOM N405A TOILET N402A STUDIO N402 TOILET N403A STUDIO N403 TOILET N404A STUDIO N404 STUDIO N401 TOILET N401A CORRIDOR N417 STAIR 3 ST3 TRASH N414 STORAGE N413 N EW B UILDIN G C O N S TR UC TIO N E XISTING B UILDIN G ST 4" ST ST 1 2 3 4 5 7 8 10 1112 13 14 15 16 17 19 20 21 22 23 24 25 26 1 3 20 7 IW IW SK-ASK-A 8 23 SK-ASK-A2323SK-A 888 7 23 7 20 SK-A SK-A IW IW 12 88 23 SK-A 4" 24 1211 7 20 8 12 4 1112 4 25 4 4" FD-A12 8 8 IW7 20 SK-A SK-A 7IW2" 20 4" 4" SK-A SK-A 8 7 20 IW 21 22 21 19 1312 11 2 2 2 2 2 2 2 2 2 2 2 1 1 4" SAN UP 27 28 29 31 3"IW1 8 ST 4" 1 FOURTH FLOOR THIRD FLOOR FIFTH FLOOR 3" ROOM N313 C.O. 4" TO SANITARY LINT TRAP 4" LINT TRAP SHALL BE ABOVE FLOOR. MAINTAIN CLEARANCE FOR SERVICE, ACCESS AND REMOVAL OF COVER 3" C.O. ROOM N413 NOTE:PROVIDE SUPPLY AND DRAINAGE PIPING AT PROPER ELEVATIONS AND LOCATIONS TO ACCOMODATE ALL CLOTHES WASHERS. COORDINATE WITH TYPE OF APPLIANCES BEING PROVIDED. ROOM N416 CLEANOUT 3" 3" 3" 4"4"4" PITCH 4" DRAIN HEADER AT 1/4" PER FOOT SA-C AT END OF EACH SUPPLY 1" 1 1/2" 3" V, 1 1/2" CW AND HW TO RISERS IN CHASE BEHIND TOILET ROOM N410C SA-C 1 1/2" 1 1/2" MANUAL WASHING MACHINE SHUT-OFF VALVES, 1/2" THREADED CW AND HW FOR APPLIANCE CONNECTION (TYP. 9) 2" VERTICAL DRAIN (TYP. 9) 8"30" (TYP.) INSULATE ALL WATER PIPING AND COVER WITH PVC JACKET 4" FD-A DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 7:48:41 AMP102 THIRD AND FOURTH FLOOR PLANS - PLUMBING 02/14/20 2017054 ZPS 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 THIRD FLOOR PLAN - PLUMBING 1/8" = 1'-0"2 FOURTH FLOOR PLAN - PLUMBING 0'2'4'8'16' 0'2'4'8'16' P102 DRAWING NOTES 18 1" HW AND CW SUPPLY FOR TWO ADJACENT TOILET ROOMS, FROM RISERS IN CHASE. PROVIDE 1" VALVES ON EACH SUPPLY, ABOVE ACCESSIBLE CEILING IN CORRIDOR. WHERE THERE IS ONLY ONE TOILET ROOM, SUPPLIES AND VALVES SHALL BE 3/4". REFER TO DETAILS ON P201. 19 2" SANITARY UP TO SINKS. RUN ABOVE CEILING AND CONNECT TO 4" STACK IN NEAREST ADJACENT CHASE. 20 1 1/2" IW DOWN. 21 CONNECT 2" VENT TO 3" VENT STACK IN NEAREST CHASE. 22 DROP 2" VENT, 2" SANITARY DOWN. 1/2" HW AND CW FROM FLOOR BELOW FOR SINK. 23 2" SANITARY UP AND DOWN. CONNECT SINK SANITARY TO 2". 1/2" HW AND CW FROM FLOOR BELOW FOR SINK. OFFSET 2" STACK AS REQUIRED. 24 RUN STORM PIPING THROUGH HOLES IN BEAM. REFER TO STRUCTURAL DRAWINGS. COORDINATE WITH G.C. 25 WATER AND SANITARY PIPING AT WALL BEHIND WASHERS. REFER TO DETAIL 3 ON THIS DRAWING. VENT HEADER AS DETAILED. RUN SANITARY INTO N413 AND DROP TO THIRD FLOOR. 26 4" SANITARY WITH CLEANOUT DOWN IN CORNER OF ROOM. REFER TO DETAIL 3 ON THIS DRAWING. 27 CONNECT 4" SANITARY TO 4" IN CHASE. 28 3" VENT DOWN. 29 CONNECT 3" VENT TO 3" IN CHASE. 30 LINT TRAP WITH 4" SANITARY INLET, 3" VENT, 4" OUTLET. REFER TO DETAIL 3 ON THIS DRAWING. 31 3/4" HW AND 3/4" CW SUPPLIES FROM CHASE RISERS FOR THIS TOILET ROOM. PROVIDE VALVES ON EACH SERVICE WITH ACCESS DOOR IN BATHROOM CEILING. REFER TO DETAIL 7 ON P201. P102 DRAWING NOTES 1 4" STORM (PRIMARY AND SECONDARY) UP TO ROOF DRAIN. 2 PROVIDE CONDENSATE CONNECTION TO VERTICAL STACK HVAC EQUIPMENT. REFER TO DETAIL 3 ON DRAWING P201. 3 4" STORM (PRIMARY), 4" STORM (SECONDARY) DOWN. 4 1 1/2" IW UP AND DOWN. 5 CONNECT 1 1/4" IW WITH TRAP TO HEAT PUMP ABOVE CEILING. REFER TO DETAIL 2 ON DRAWING P201. 6 3/4" HW AND CW TO SK FIXTURES ON THIS FLOOR AND FLOOR ABOVE. 2" SANITARY UP AND DOWN. CONNECT EACH SINK TO SANITARY STACK. 7 1 1/2" IW UP. 8 WITHIN THIS ROOM PROVIDE WC-A, LAV-A, AND TUB-A. PROVIDE ALL REQUIRED HOT AND COLD WATER, SANITARY, WASTE AND VENT CONNECTIONS TO EACH FIXTURE. CONNECT TO STACKS AND RISERS IN CHASE AS REQUIRED. 9 CONNECT 3/4" HW AND CW TO SUPPLY PIPING SERVING TOILET ROOM. 10 1 1/4" HWR UP AND DOWN. 11 4" STORM (PRIMARY) AND 4" STORM (SECONDARY) UP AND DOWN. 12 1 1/2" HW AND CW UP AND DOWN, 4" SANITARY UP AND DOWN, 3" VENT UP AND DOWN. 13 OFFSET ALL PIPING AS REQUIRED TO RUN FROM FLOOR ABOVE TO WITHIN CHASE ON THIS FLOOR. 14 2" SANITARY UP FOR SINKS. 15 CONNECT 2" SANITARY TO 4" IN CHASE. 16 1" HW AND CW SUPPLY FOR TWO ADJACENT TOILET ROOMS, FROM RISERS IN CHASE. PROVIDE 1" VALVES ON EACH SUPPLY, ABOVE CEILING IN TOILET ROOM. PROVIDE FIRE RATED ACCESS DOOR IN CEILING UNDER VALVES. WHERE THERE IS ONLY ONE TOILET ROOM, SUPPLIES AND VALVES SHALL BE 3/4". REFER TO DETAILS ON P201. 17 PROVIDE ALL SANITARY, VENT, DOMESTIC HOT AND COLD WATER CONNECTIONS FOR TWO TOILET ROOMS FROM RISERS AND STACKS IN CHASE ADJACENT TO STAIR 3. NOT TO SCALE3PUBLIC LAUNDRY PIPING SCHEMATIC 1. 2. 3. PROVIDE ALL VALVES IN ACCESSIBLE LOCATIONS. WHERE VALVES ARE TO BE ABOVE HARD CEILINGS, PROVIDE 14" x 14" FIRE RATED ACCESS DOORS. COORDINATE WITH CEILING LIGHTS, GRILLES, AND SPRINKLERS. RUN DOMESTIC WATER PIPING 1" AND SMALLER IN JOIST SPACE ABOVE CEILINGS. REFER TO DETAILS ON P201 FOR TOILET ROOM FIXTURE WORK AND PIPING. GENERAL NOTES: REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9LIVINGN508BEDROOMN508ABEDROOMN508BLIVINGN505BEDROOMN505AAMENITYN515ELEV1564ELEV1565ELECN513BEDROOMN508CTOILETN508DTOILETN505CBEDROOMN505BTOILETN507CBEDROOMN507BBEDROOMN507ALIVINGN507BEDROOMN511BBEDROOMN511ATOILETN511CLIVINGN511BEDROOMN510BBEDROOMN510ATOILETN510CLIVINGN510BEDROOMN509BBEDROOMN509ATOILETN509CLIVINGN509STUDION506TOILETN506ATOILETN502ASTUDION502TOILETN503ASTUDION503TOILETN504ASTUDION504STUDION501TOILETN501ACORRIDORN516STAIR 1ST1STAIR 3ST34" RD-A4" RD-A4" RD-A4" RD-A22222222222TRASHN512421222324252627SK-ASK-ASK-ASK-ASK-ASK-ASK-ASK-BSK-BSK-BSK-B4444444191917222519192317●●●2522232116192519221723184●●●25●●●22221916232144191919●●●●●●●●●252525222222172321172319164" SANITARY DOWN WITH WPCO AT BASE2" VENT UPIW30304"e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9AMENITYN615ELEV2170ELEV2171ELECN614MECHN612BEDROOMN611BBEDROOMN611ATOILETN611CLIVINGN611BEDROOMN610BBEDROOMN610ATOILETN610CLIVINGN610BEDROOMN609BBEDROOMN609ATOILETN609CLIVINGN609TOILETN602ASTUDION602TOILETN603ASTUDION603TOILETN604ASTUDION604STUDION601TOILETN601ALIVINGN608BEDROOMN608ABEDROOMN608BLIVINGN605BEDROOMN605ABEDROOMN608CTOILETN608DTOILETN605CBEDROOMN605BTOILETN607CBEDROOMN607BBEDROOMN607ALIVINGN607STUDION606TOILETN606A1111 ●●● 3/4" ●●● 3/4" ●●● 3/4" ●●● STAIR 1ST1CORRIDORN616STAIR 3ST33/4"1 1/4"1"3/4"1 1/4"STST4" FD-A22222222222TRASHN613 ●●● 1"567891011121314151617181920109SK-BSK-B19311141781519192"SK-BSK-B6991093SK-A6SK-A6199891019111714153/4"1 1/4"SK-A1166SK-A2"815314196SK-A2"2"6SK-A6SK-A1 1/4"11IW9101 1/2"9919191915151611148317●IW2"2"1614192"2"2829144" FD-A2"DIRECTION OF FLOWSIZE OF HWR PIPING AS NOTED ON FLOOR PLANSBALANCE VALVE -SET AT GPM REQUIRED TO BALANCE ENTIRE BUILDINGCHECK VALVEBALL VALVE1. PROVIDE THIS ARRANGEMENT ON ALL HOT WATER RE-CIRCULATION BRANCHES AND WHERE NOTED ON PLANS. SIZES NOTED ON PLANS.NOTES:SIXTH FLOORROOFIWCONN. EACH SERVICE TO ERVWATER TIGHT BOOT AT EACH ROOF PENETRATION2"1"BALL VALVECONN. 1" CW AND 1/2" HW TO CW AND HW RISER IN CHASE BEHIND ROOM N609C1" RPZ TYPE BACKFLOW DEVICE. REFER TO DETAIL 2 ON P001ROOM N612OPEN ENDED 6 x 4 FTG. ABOVE FLOOR'P'-TRAP4" TO SAN STACK SERVING ROOM N509C. CONN. TO STACK IN CHASE3" IWIW1"1"PROVIDE 1" MAKEUP WATER CONN. TO HVAC BOILERS2"1/2" DRAIN WITH VALVE AND THREADED CAP1 1/2" DRAINWALL MOUNTED EYEWASHTEMPERING VALVE1/2" 1"SIXTH FLOORROOFFIFTH FLOORBALANCE VALVE ARRANGEMENT. REFER TO DETAIL 3 ON THIS DRAWINGPROVIDE VALVES ABOVE ACCESSIBLE CEILING IN ADJACENT CORRIDOR UNLESS OTHERWISE NOTED. (3/4" SINGLE APT, 1" FOR TWO APARTMENTS).3/4" HW AND CW TO SK FIXTURE ON FOURTH AND FIFTH FLOORS (ON OTHER FLOORS TO SK FIXTURES AS NOTED)WCLAVTUB3/4"3/4"TUBLAVWC3/4"1"3/4"WCLAVTUBTUBLAVWC1 1/2"3/4" HW AND CW TO SK FIXTURES ON FOURTH AND FIFTH FLOORS (ON OTHER FLOORS TO SK FIXTURES AS NOTED)PROVIDE VALVES ABOVE ACCESSIBLE CEILING IN ADJACENT CORRIDOR UNLESS OTHERWISE NOTED. (3/4" SINGLE APT, 1" FOR TWO APARTMENTS).3/4"3/4"3/4" HWRROOFSIXTH FLOOR4" SANITARY STACK3" VENT STACKVENT FROM FIXTURES ON FLOOR (TYPICAL)4" VTRDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:33:03 PMP103FIFTH ANDSIXTH FLOORPLANS -PLUMBING02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FIFTH FLOOR PLAN - PLUMBING1/8" = 1'-0"2SIXTH FLOOR PLAN - PLUMBING1.2.3.4.0'2'4'8'16'0'2'4'8'16'NOT TO SCALE3BALANCE VALVE ARRANGEMENT DETAILCOORDINATE EXACT LOCATION OF FLOOR DRAIN IN ROOMS N612 AND N614 WITH HVAC EQUIPMENT. DO NOT INSTALL DRAIN WHERE IT WILL BE UNDER HVAC FLOOR MOUNTED EQUIPMENT OR UNDER ANY EQUIPMENT PAD.PROVIDE ALL VALVES IN ACCESSIBLE LOCATIONS. WHERE VALVES ARE TO BE ABOVE HARD CEILINGS, PROVIDE 14" x 14" FIRE RATED ACCESS DOORS. COORDINATE WITH CEILING LIGHTS, GRILLES, AND SPRINKLERS.RUN DOMESTIC WATER PIPING 1" AND SMALLER IN JOIST SPACE ABOVE CEILINGS.REFER TO DETAILS ON P201 FOR ADDITIONAL TOILET ROOM WORK.GENERAL NOTES:P103 DRAWING NOTES1 4" STORM (PRIMARY), 4" STORM (SECONDARY) UP TO ROOF DRAIN. RUN EACH 4" TOCHASE AND DROP AS SHOWN.2 PROVIDE CONDENSATE CONNECTION TO VERTICAL STACK HVAC EQUIPMENT. REFER TODETAIL 3 ON DRAWING P201. 1 1/2" IW DOWN.3 4" STORM (PRIMARY), 4" STORM (SECONDARY) DOWN.4 1 1/2" IW UP AND DOWN.5 1 1/2" VENT OFF TOP OF IW STACK. OFFSET AND RUN 3" TO VTR.6 DROP 2" VENT, 2" SANITARY DOWN. 1/2" HW AND CW UP FROM FLOOR BELOW FOR SINK.CONNECT SINK(S) TO 2" SANITARY.7 1" CW, 2" IW UP FOR ERV ON ROOF. PROVIDE WATERTIGHT BOOT FOR EACH ROOFPENETRATION. HEAT TRACE ON EACH PIPE BY HVAC TRADE.8 4" VENT, 4" VTR.9 1 1/2" VENT OFF TOP OF 1 1/2" IW STACK.10 3" VTR, FOR IW STACK VENTS ONLY.11 3/4" BALANCE VALVE ARRANGEMENT. REFER TO DETAIL 3 ON THIS DRAWING.12 1 1/4" HWR DOWN.13 OPEN HUB DRAIN. REFER TO DETAIL 4 ON THIS DRAWING.14 3/4" HWR OFF TOP OF HW RISER IN CHASE. REFER TO DETAIL 5 ON THIS DRAWING.15 1" HW, 1" CW RISERS IN CHASE. 4" SANITARY, 3" VENT STACKS IN CHASE. REFER TODETAIL 5 ON THIS DRAWING, DETAIL 5 ON P201 AND DETAIL 6 ON THIS DRAWING.16 3/4" VALVES FOR HW AND CW SUPPLY FOR THIS TOILET ROOM SHALL BE ABOVEBATHROOM CEILING. PROVIDE FIRE RATED ACCESS DOOR UNDER VALVES. PROVIDE 1"VALVES AND SUPPLIES FOR TWO BACK TO BACK TOILET ROOMS AS REQUIRED.17 1" VALVES FOR HW AND CW SUPPLY FROM TOILET ROOM(S) SHALL BE ABOVEACCESSIBLE CEILING IN CORRIDOR.18 CONNECT 1 1/4" IW WITH TRAP TO HEAT PUMP ABOVE CEILING. REFER TO DETAIL 2 ONDRAWING P201.19 WITHIN THIS TOILET ROOM PROVIDE WC-A, LAV-A, AND TUB-A FIXTURES. PROVIDE ALLREQUIRED HOT AND COLD WATER, SANITARY, WASTE AND VENT CONNECTIONS TO EACHFIXTURE. CONNECT TO STACKS AND RISERS IN CHASE AS REQUIRED.20 RUN 1 1/4" IW TO 1" ABOVE HUB DRAIN IN ROOM N612.21 4" STORM (PRIMARY), 4" STORM (SECONDARY) UP AND DOWN.22 CONNECT 3/4" HW AND CW TO SUPPLY PIPING SERVING TOILET ROOM.23 1" HW AND CW UP, 1 1/2" HW AND CW DOWN. 4" SANITARY, 3" VENT UP AND DOWN.24 1 1/4" IW DOWN.25 3/4" HW AND CW TO SK FIXTURES ON THIS FLOOR AND FLOOR ABOVE. 2" SANITARY UPAND DOWN. CONN. EACH SK TO SANITARY STACK.26 1 1/4" HWR UP AND DOWN.27 4" SANITARY WITH TRAP UP TO HUB DRAIN. CONNECT SANITARY FROM TWO DRAINS TO4" SANITARY STACK IN ADJACENT CHASE.28 2" IW, 1" MAKEUP WATER. REFER TO DETAIL 4 ON THIS DRAWING.29 2" VENT DOWN FOR FD VENT. OFFSET AND PROVIDE 3" VTR.30 4" SANITARY WITH TRAP UP TO FLOOR DRAIN.NOT TO SCALE4ROOM N612 SCHEMATIC PIPING DETAILNOT TO SCALE5TYPICAL APARTMENT WATER PIPING DIAGRAMNOT TO SCALE6TYPICAL STACK VENTING DETAILREVISION SCHEDULENAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 4" RD-A 4" RD-A 4" RD-A 4" RD-A ERV-1 EVC-1 4" VTR 4" VTR 4" VTR 4" VTR 4" VTR 1 STAIR 3 ST3 3" VTR 3" VTR 3" VTR 3" VTR 3" VTR 3" VTR DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 3:41:22 PMP104 ROOF PLAN - PLUMBING 02/14/20 2017054 ZPS 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 ROOF PLAN - PLUMBING 0'2'4'8'16' MAINTAIN A MINIMUM DISTANCE OF 20'-0" BETWEEN ANY VENT AND ANY HVAC SYSTEM INTAKE ABOVE ROOF. 1. P104 DRAWING NOTES 1 3/4" CW, 1 1/2" IW FOR ERV ON ROOF. CONNECT EACH SERVICE TO ERV, RUN DOWN THROUGH ROOF TO SIXTH FLOOR SPACE. COORDINATE WITH HVAC CONTRACTOR. GENERAL NOTES: REVISION SCHEDULE NAME DATE FLOORFLOOR3" VENT STACK4" SANITARY STACKLAVWCTUB3"1 1/2"1 1/2"FLOOR1 1/2"2" FROM KITCHEN SINKS WHERE REQUIRED AND/OR NOTED ON PLANSLAVWCTUB3"LAVWCTUB3"1 1/2"1 1/2"BATHROOM GROUP (TYPICAL)1 1/2"1 1/2"FLOORFLOOR2"CONNECT TO 3" VENT STACK IN BATHROOM CHASESK2"2"SKSKFLOOR2"TO SANITARYNOTE: OFFSET STACKS ON PLANS WHEREREQUIRED AND/OR INDICATED TO KEEP PIPING IN WALLS2"SK2"2"SKSK2"TO SANITARYSKSKSKSINGLE FIXTUREBACK TO BACK FIXTURESCONNECT TO 3" VENT STACK IN BATHROOM CHASEAPARTMENT BATHROOMHW AND CW RISERS IN CHASE1" SUPPLIES FOR TWO BATHROOMS 3/4" FOR ONE BATHROOM3/4" HW AND CW FOR KITCHEN SINKS AS INDICATED ON PLANS. 1/2" HW AND CW IF ONLY TO ONE SINKHARD CEILING14" x 14" FIRE RATED ACCESS DOOR IN CEILING OVER BATHROOM. INSTALL UNDER VALVES, COORDINATE EXACT LOCATION WITH ALL CEILING LIGHTS, GRILLES AND SPRINKLER HEADS.HW AND CW SUPPLIES FOR BATHROOM(S), 3/4" FOR ONE, 1" FOR TWO BATHROOMSFLOORFLOORSHUTOFF VALVES, SIZE AND LOCATION AS DETAILED ON THIS DRAWING (BASED ON SUPPLYING ONE TO TWO APARTMENTS), 1" OR 3/4" SIZELAVWCTUB3/4"1/2"1/2"3/4" TO SECOND APARTMENT WHERE INDICATED ON THE PLANSRISERS IN CHASE1/2"VERTICAL STACKED HEAT PUMP BY HVAC CONTRACTORFIN. FLOOR1 1/2" IW STACK IN WALL ADJACENT TO HEAT PUMPSLEEVE AND SEALIWCONNECT 1" IW TO HEAT PUMP'S STUB OUT WITH 1" x 1" FLEXIBLE DWV COUPLING. RUN 1" IW TO 1 1/2" STACK.DRAIN PAN WITH UNIT7/8" DRAIN, TRAP AND PIPING TO LOCATION INDICATED1 1/4" IW PITCHED AT 1/4" PER FOOT TO LOCATION NOTED ON THE DRAWINGSABOVE CEILING HEAT PUMP BY HVAC CONTRACTORCOUPLING/CONNECTOR FITTING AS REQUIRED TO CONNECT HEAT PUMP'S DRAIN HOSE TO 1 1/4" IWIWCEILINGTRAP FORMED BY FLEXIBLE DRAIN HOSE FURNISHED WITH HVAC UNITAPARTMENT BATHROOMHW AND CW RISERS IN CHASE3/4" HW AND CW FOR KITCHEN SINKS AS INDICATED ON PLANS. 1/2" HW AND CW IF ONLY TO ONE SINKCORRIDORHW AND CW SUPPLIES FOR BATHROOM(S), 3/4" FOR ONE BATHROOM, 1" FOR TWO BATHROOMSACCESSIBLE CEILING ABOVE CORRIDOR1" FOR TWO BATHROOMS, 3/4" FOR ONE BATHROOMVALVES IN ACCESSIBLE LOCATIONFLOOR4"2"3" VENT STACKCONN. TO 3" VENT STACK AT 6'-0" AFF IN CHASE4" SANITARY STACKCAP 2" VENT FOR FUTURECEXPANSION BOLT (4)ECOF PIPEBDPIPEAPIPESIZE4"6"8"3"3"3"ABCD9"9"9"DIMENSION EFINISHEDFLOORAS REQUIRED1'-2"MINIMUMMAXIMUMADJUSTABLE PIPESUPPORT4 3/16"5 7/16"6 15/16"2 1/2"2 1/2"2 1/2"9 1/4"10 1/2"11 3/4"1'-3 1/4"1'-4 1/2"LFIN. FLRSECURE EACH BRACKET TO WALLWALL MOUNTED EYEWASHTHERMOMETER1 1/2"1/2" HW AND CW SUPPLIESMIXING VALVE (MV) SET TO PROVIDE TEMPERED WATER TO 90°FPROVIDE HB AT WALLHB2" AIR GAPRUN 1 1/4" IW FROM EYEWASH TO HUB DRAINNOTE: PROVIDE IN ROOM N612.NOTE: MAINTAIN 36" MIN. CLEAR IN FRONT OF 4" DCDA DEVICE, 12" MIN. CLEAR BEHIND DEVICE AND 18" CLEAR ON EITHER SIDE OF DEVICE. TOP OF 4" DCDA BACKFLOW DEVICE SHALL BE NO HIGHER THAN 60" ABOVE FIN. FLOOR363.50'WATER METER ROOM N108 FIN. FLOOR347.50'FIN. BASEMENT FLOOR4" TO DOMESTIC WATER METER AND BACKFLOW DEVICES. REFER TO ELEVATION 7 ON THIS DRAWING4" 4" 6" COMBINED WATER SERVICE INTO BASEMENT, WITH RESTRAINING RODS AND OS&Y GATE VALVE355.50' 6 x 4 TEE 6" PRESSURE GAGE (0-200 PSI)358.50'FIRST FLOORWATER METERN108MECHANICALN0024" FP TO BUILDING'S SPRINKLER SYSTEM, FIRE DEPT. CONN. AND BACKFLOW FORWARD FLOW TEST HEADER42"6 x 4 ELBOW4" DCDA TYPE BACKFLOW PREVENTER, LEAD FREE, WITH OS&Y GATE VALVES, TAMPER SWITCH ON EACH GATE VALVEMODIFY DCDA DEVICE SO LOW FLOW BYPASS IS ON ROOM SIDE OF DEVICE, NOT BEHIND DEVICEADJUSTABLE FLOOR SUPPORT (TYP. 2)4" OS&Y GATE VALVE363.30'NOTE: MAINTAIN 36" CLEAR IN FRONT OF METER AND RPZ DEVICE. MAINTAIN 18" CLEAR ABOVE AND BELOW METER AND RPZ DEVICE. MAINTAIN 12" CLEAR BEHIND METER AND RPZ DEVICE.4" DOM. WATER FROM 6" COMBINED SERVICE ENTRANCE IN BASEMENT MECHANICAL ROOM N002.3" LEAD FREE HIGH COPPER ALLOY PLATE STRAINERADJUSTABLE FLOOR SUPPORT (TYP. 2)RUN 6" IW OUT OF BUILDING TERMINATE AT 12" ABOVE FIN. EXTERIOR GRADE WITH RODENT SCREEN AND FLAP GATE COVER (TO PREVENT AIR/WIND INFILTRATION INTO BLDG.)FIN. FIRST FLOOR WATER METER ROOM N108WALL BRACKET SUPPORT (TYP. 4)3" CW TO BUILDING'S DOMESTIC WATER SYSTEMPRESSURE GAGE2" LEAD FREE RPZ TYPE BACKFLOW PREVENTER WITH FULL PORT BALL VALVES (TYP. 2)3 x 3 TEE3" BYPASS3" LEAD FREE COMPOUND METER3" OS&Y GATE VALVE (TYP. 3)4 x 3 REDUCER FITTING4 x 3 TEEC.L.C.L.28"24"ROOM N1082"4"4"4"2"6" x 4" OPEN ENDED FTG. (TYP. 2)4" AIR GAP (TYP. 2)DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 7:48:48 AMP201DETAILS -PLUMBING02/14/202017054ZPS411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNOT TO SCALE5TYPICAL APARTMENT PIPING SCHEMATIC - SANITARY AND VENTNOT TO SCALE6TYPICAL KITCHEN SINK PIPING SCHEMATIC - SANITARY AND VENTNOT TO SCALE7TYPICAL APARTMENT WATER SUPPLY DETAIL - VALVES ABOVE BATHROOM CEILINGNOT TO SCALE9TYPICAL APARTMENT DOMESTIC WATER PIPING SCHEMATICNOT TO SCALE3VERTICAL STACKED HEAT PUMP DRAIN DETAILNOT TO SCALE2ABOVE CEILING HEAT PUMP DRAIN DETAILNOT TO SCALE8TYPICAL WATER SUPPLY DETAIL - VALVES ABOVE ACCESSIBLE CORRIDOR CEILINGNOT TO SCALE10TYPICAL BASE OF STACK CONNECTION DETAILNOT TO SCALE12ADJUSTABLE PIPE SUPPORT DETAILNOT TO SCALE11WALL MOUNTED EYEWASH DETAILREVISION SCHEDULENAME DATEAddendum#103/02/201/2" = 1'-0"1WATER SERVICE ELEVATION (LOOKING EAST)1/2" = 1'-0"4DOMESTIC WATER SERVICE ELEVATION (LOOKING EAST)11 DSD MBH THOUSAND BTU/HOUR (E)EXISTING DOUBLE LINE RECTANGULAR DUCT CONTINUED FPM FEET PER MINUTE AIR FLOW AFF ABOVE FINISHED FLOOR PIPE ANCHOR G.C. GENERAL CONTRACTOR PIPE GUIDE E.C.ELECTRICAL CONTRACTOR EXPANSION COMPENSATOR WITH GUIDES N.C.NORMALLY CLOSED PRE-FAB EXPANSION LOOP TEMPERATURE SENSOR STRAINER STATIC PRESSURE SENSOR PRESSURE GAUGE WATER TEMPERATURE SENSOR THERMOMETER UNION 24x12DN UP AIR VENTV24x1214x8 6" BOOT TAP TT THERMOSTATIC TRAP 14"18"LATERAL FT FLOAT & THERMOSTATIC TRAP SUPPLY DIFFUSER, REGISTER OR GRILLE TD THERMODYNAMIC TRAP FLEXIBLE DUCTWORK BT BUCKET TRAP COMPRESSED AIRA DIRECTION OF FLOW BBD BOILER BLOW DOWN CONDENSER WATER SUPPLYCS CR CONDENSER WATER RETURN CWS CHILLED WATER SUPPLY CWR CHILLED WATER RETURN D DRAIN FUEL OIL FILLFOF FUEL OIL GAUGEFOG FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN FOV FUEL OIL TANK VENT G GAS GLYCOL SUPPLYGS GLYCOL RETURNGR HPWS HEAT PUMP WATER SUPPLY HPWR HEAT PUMP WATER RETURN HWS HOT WATER SUPPLY HWR HOT WATER RETURN HG HOT GAS LPS LOW PRESSURE STEAM LPC LOW PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM MPC MEDIUM PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE PC PUMPED CONDENSATE RD REFRIGERANT DISCHARGE RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION VAC VACUUM CW DOMESTIC COLD WATER EXISTING WORK TO BE REMOVED DOUBLE LINE PIPE OR ROUND DUCT CONTINUED E PNEUMATIC/ELECTRIC THERMOSTAT NTS NOT TO SCALE (DBL) DOUBLE WALL LINED DUCT CFM CUBIC FEET PER MINUTE AD ACCESS DOOR P.C.PLUMBING CONTRACTOR N.O. NORMALLY OPEN DUCT SMOKE DETECTOR HUMIDISTAT WATER FLOW SENSOR ROUND DUCT - IN INCHES12" 24x12DN UP 14" CONICAL TEE18"VOLUME DAMPER CAP OR PLUG ELBOW DOWN ELBOW UP AAD AUTOMATIC AIR DAMPER FD FIRE DAMPER SD SMOKE DAMPER BDD BACK DRAFT DAMPER M MOTORIZED DAMPER BALL VALVE GATE VALVE CHECK VALVE BALANCING VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVEPRV CONTROL VALVE PRESSURE/TEMPERATURE TEST PLUG (L) (2L)ACOUSTIC THERMAL LINING - 2" THICK M.C. MECHANICAL CONTRACTOR W/W WALL TO WALL G THERMOSTAT/SENSOR WITH GUARDG DUCT SECTION - SUPPLY DUCT SECTION - RETURN WIDTH A x DEPTH B A B R D 24x1214" 6" BOOT TAP BG BLAST GATE FIN TUBE RADIATION VALANCE A B C REGISTER, GRILLE OR DIFFUSER TAG A = TYPE B = NECK SIZE C = CFM B C D FIN TUBE RADIATION TAG FT-A = TYPE B = FIN TUBE LENGTH C = ENCLOSURE LENGTH D = GPM FT-A A B C D VALANCE TAG A = TYPE B = COIL SIZE C = COOLING GPM D = HEATING GPM POINT OF CONNECTION POINT OF DISCONNECTION BOTTOM TAP TRIPLE DUTY VALVETD GLOBE VALVE THREE WAY CONTROL VALVE SUCTION DIFFUSERSD DRAIN VALVE WITH HOSE CONNECTION, CAP AND CHAIN FC FLEX CONNECTOR - DUCTWORK FLEXIBLE CONNECTOR - PIPING AIR TERMINAL UNIT AND TAG (OPTION 1) A B C AIR TERMINAL UNIT TAG (OPTION 2) A = UNIT NO. B = MAXIMUM CFM C = MINIMUM CFM AxB FO DUCT SECTION - FLAT OVAL (FO) V VENT REDUCER S T H S ACOUSTIC THERMAL LINING - 1-1/2" THICK EXHAUST GRILLE RETURN REGISTER SINGLE LINE PIPE CONTINUED TRANSITION SQUARE TO ROUND RISE IN DUCT - IN DIRECTION OF AIRFLOW DROP IN DUCT - IN DIRECTION OF AIRFLOW SUPPLY DUCT TURNING UP OR DOWN RETURN DUCT TURNING UP OR DOWN SUPPLY/RETURN RECTANGULAR MAIN RECTANGULAR BRANCH SUPPLY/RETURN RECTANGULAR MAIN ROUND BRANCH SUPPLY/RETURN ROUND MAIN ROUND BRANCH SUPPLY/RETURN ROUND MAIN ROUND BRANCH MITERED ELBOW WITH TURNING VANES SP TS FS DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL T RELIEF VALVE T HVAC SYMBOL LIST X X DRAWING KEYNOTE DEMOLITION KEYNOTE A B C RADIANT CEILING PANEL TAG A = TYPE B = LENGTH C = GPM CARBON DIOXIDE SENSORC CARBON DIOXIDE SENSORCO GAS SENSORG DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 9:29:58 AMM000 GENERAL NOTES AND SYMBOLS LIST - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionGENERAL NOTES: A. ALL PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE PROVIDED FOR INSTALLATION OF MECHANICAL SYSTEMS INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, DUCTWORK, PIPING, ETC. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE FIRE/SMOKE STOPPED. ALL PENETRATIONS THROUGH NON RATED WALLS SHALL BE SEALED WITH A NON -HARDENING SEALANT ON BOTH SIDES OF WALL PENETRATION TO REDUCE NOISE TRANSMISSION. B. IT IS NOT THE INTENT OF THE DRAWINGS TO SHOW ALL AIR VENTS OR DRAINS FOR THE INSTALLATION OF THE PIPING SYSTEMS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AIR VENTS AT ALL SYSTEM HIGH POINTS AND IT AREAS WITHIN THE PIPING SYSTEMS THAT COULD ACCUMULATE OR TRAP AIR PREVENTING PROPER OPERATION OF THE SYSTEMS. DRAINS SHALL BE PROVIDED AT ALL LOW POINTS WITHIN THE PIPING SYSTEMS TO FACILITATE DRAINING OF THE SYSTEM COMPLETELY. C. THE DUCTWORK SIZES AND TYPES (ROUND, AND RECTANGULAR) WERE SELECTED FOR SPACE LIMITATION. IT IS NOT ACCEPTABLE FOR THE CONTRACTOR TO CHANGE THE SIZE OR TYPE OF DUCTWORK FOR BIDDING OR INSTALLATION UNLESS SPECIFICALLY PRE-APPROVED BY THE ENGINEER. D. ALL NEW PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER PRIOR TO MAKING PENETRATIONS. ALL PENETRATIONS SHALL BE PROVIDED IN STRICT ACCORDANCE WITH THE STRUCTURAL ENGINEER'S RECOMMENDATIONS. E. IF FLEXIBLE DUCTWORK IS UTILIZED FOR FINAL CONNECTION AT GRILLES, THE CROSS SECTIONAL AREA OF THE FLEXIBLE DUCTWORK SHALL NOT BE LESS THAN THE CROSS SECTIONAL AREA OF THE GRILLE NECK. F. THE CONTRACTOR SHALL PROVIDE MINIMUM 16x16 ACCESS DOORS WITHIN GYPSUM CEILINGS, GYPSUM WALLS AND MASONRY WALLS AT FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS TO ALLOW FULL ACCESS TO DUCTWORK MOUNTED ACCESS DOORS FOR SERVICING THE DAMPERS. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR CEILING AND WALL CONSTRUCTION TYPES AND RATING REQUIREMENTS FOR SELECTION OF ACCESS DOOR TYPES. REFER TO SPECIFICATION SECTION 230500 FOR ACCESS DOOR REQUIREMENTS. AT SMOKE DAMPER AND COMBINATION FIRE/SMOKE DAMPER INSTALLATIONS, THE CONTRACTOR SHALL PROVIDE A MINIMUM 16x16 ACCESS DOOR AT THE DUCT MOUNTED SMOKE DETECTORS. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PATCHING OF EXISTING OR NEW FIREPROOFING WHICH IS DISTURBED OR REMOVED DURING THE COURSE OF ANY DEMOLITION OR NEW WORK THAT IS PART OF THIS CONTRACT H. THE MOUNTING HEIGHT FOR ALL ROOM TEMPERATURE SENSORS AND CO2 SENSORS SHALL BE 48" INCHES TO TOP OF THE COVER. I. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. J. THE FOLLOWING ITEMS ARE TO BE ELECTRICALLY METERED WITHIN APARTMENT SPACES: a. DOMESTIC COLD WATER b. ELECTRICAL USAGE K. THE FOLLOWING ITEMS ARE TO BE ELECTRICALLY METERED WITHIN LEASABLE SPACES: a. DOMESTIC COLD WATER b. ELETRICAL USAGE c. GAS d. HEAT PUMP WATER FLOW? HEAT PUMP LOOP HEAT ADDITION AND HEAT REJECTION: 1.THE PACKAGED FACTORY PROVIDED WATER LOOP CONTROLLER SHALL MONITOR THE LOOP WATER TEMPERATURE AND ENABLE OR DISABLE THE SYSTEM HEAT ADDERS OR HEAT REJECTER TO MAINTAIN THE LOOP WITHIN 70 TO 90 DEGREES F. 2.THE HEAT ADDER SYSTEM CONSIST OF BOILER B-1 & B-2 AND ASSOCIATED BOILER PUMPS BP-1 & BP-2. THE HEAT REJECTER SYSTEM CONSISTS OF THE EVAPORATIVE TOWER ( EC-1). 3.UPON A REQUIREMENT TO ADD HEAT TO THE LOOP THE WATER LOOP CONTROLLER SHALL ENABLE THE HEAT ADDER SYSTEM TO PROVIDE HEAT TO THE LOOP UNTIL THE LOOP REACHES THE MINIMUM LOOP TEMPERATURE OF 70 DEG F. 4.UPON A REQUIREMENT TO REJECT HEAT FROM THE LOOP, THE WATER LOOP CONTROLLER SHALL ENABLE THE EVAPORATIVE COOLER TO MAINTAIN THE LOOP UNTIL THE LOOP REACHES THE MAXIMUM LOOP TEMPERATURE OF 90 DEG F. THE EVAPORATIVE COOLER SHALL BE STAGED AS FOLLOWS: A. STAGE 1 : OPEN DISCHARGE DAMPERS B. STAGE 2 : RUN SPRAY PUMP. C. STAGE 3 : MODULATE THE FAN VFD AS REQUIRED TO MAINTAIN THE LEAVING WATER TEMPERATURE. HORIZONTAL AND VERTICAL HEAT PUMPS: 1.ALL HEAT PUMPS HAVE FULL FACTORY DDC CONTROLS. THE HEAT PUMPS SHALL HAVE OCCUPIED AND UNOCCUPIED SPACE TEMPERATURE SET POINTS FOR THE BUILDING OCC/UNOCC SCHEDULING. THE HEAT PUMP FANS SHALL RUN IN FAN-ON MODE DURING BUILDING OCCUPIED HOURS AND IN FAN-AUTO MODE DURING BUILDING UNOCCUPIED HOURS. HEAT RECOVERY VENTILATION UNIT ERV-1: 1.THE ROOF MOUNTED VENTILATION AIR UNIT HAS FULL FACTORY DDC CONTROLS. THE ERV SHALL ENABLE/DISABLE THE BUILDING OCC/UNOCC MODE THRU THE PACKAGED FACTORY CONTROLS. THE UNIT IS A PACKAGED UNIT WITH SUPPLY AND EXHAUST FANS DX COOLING COIL, A HOT GAS REHEAT COIL, TOTAL ENERGY RECOVERY WHEEL FOR EXHAUST ENERGY RECOVERY, ELECTRIC COIL IN ORDER TO PROVIDE HEATED AIR OR COOLED/DEHUMIDIFIED AIR AT SPACE NEUTRAL TEMPERATURE 68-72 DEGREES F. THE UNIT SHALL RUN AT CONSTANT VOLUME. 2.DURING SCHEDULED BUILDING OCCUPIED HOURS, THE UNIT SHALL RUN AT SCHEDULED SUPPLY CFM. DURING SCHEDULED BUILDING UNOCCUPIED HOURS THE UNIT SHALL BE OFF. CONTROL SEQUENCE FOR EXHAUST FANS: 1.EXHAUST FANS EF-1&2 SHALL RUN BASED ON TIME CLOCK SETTING FOR BUILDING OCCUPANCY. 2.EXHAUST FANS EF-3 SHALL RUN BASED ON TEMPERATURE WITHIN TOP OF ELEVATOR TOWER. TEMPERATURE SETTING SHALL BE SET TO 85 DEGS ( ADJ ). 3. EXHAUST FANS EF-4 AND EF-5 SHALL RUN BASE ON TEMPERATURE WITHIN ELECTRICAL ROOMS. TEMPERATURE SHALL BE SET TO 85 DEF (ADJ). CONTROL SEQUENCE FOR CABINET UNIT HEATER, UNIT HEATERS, AND ELECTRIC WALL HEATERS: 1. EWH'S, CUH'S, AND EUH'S SHALL BE PROVIDED WITH UNIT MOUNTED THERMOSTAT AND CONTROL. SEQUENCES OF OPERATION(ALL PACKAGED CONTROLS): REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 CONTROLS -ALTERNATE 1. AS PART OF CONTROLS ALTERNATE PROVIDE COST TO CONNECT CONTROLS TO EXISTING DAIKIN APPLIED SYSTEM MANAGER LOCATED IN BUILDING 409. CURRENT SYSTEM MANAGER CAN ACCEPT UP TO 127 DEVICES AND CURRENTLY HAS 15 CONNECTED ON ITS SYSTEM. AS PART OF THIS OPTION THE FOLLOWING UPGRADES ARE REQUIRED: A. A NEW LOOP WATER CONTROL PANEL WOULD NEED TO BE PROVIDED WITH BACNET CONTROL CAPABILITY TO MANAGE PUMPS, TOWER AND BOILERS. PROVIDE ALL REQUIRED WELLS AND SENSORS FOR REQUIRED COMMUNICATION. B. PROVIDE ALL SCHEDULES HEAT PUMPS WITH BACNET CONTROL BOARDS AND DDC WALL SENSORS COMPATIBLE WITH SYSTEM MANAGER. C. PROVIDE SCHEDULES HEAT RECOVERY VENTILATION UNIT WITH BACNET CONTROL BOARD. D. ALL EXHAUST FANS, CABINET UNIT HEATERS, UNIT HEATERS AND WALL HEATERS SHALL REMAIN AS NOTED IN BASE PROJECT AND NOT TIED INTO THIS SYSTEM. 2. IF DIFFERENT MANUFACTURER IS PROVIDED IN PROJECT ALL REQUIREMENTS INCLUDING SYSTEM MANAGER SHALL BE PROVIDED. IN THIS SCENARIO, THIS SYSTEM AND THE EXISTING 409 SYSTEM WOULD BE STAND ALONE. 1 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC eD eE eF e5.5NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDING1 T (E) (E)DSS (E)UH (E)EBH (E)6x6 2 3 4 5 6 7 N.I.C. e1 e2 e3 e4 e5 e6 e7 eA eB eC eD eE eF e5.5 7NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDING4 (E)EBH N.I.C DEMOLITION NOTES: 1. DISCONNECT AND REMOVE EXISTING DUCTLESS SPLIT SYSTEM, ASSOCIATED CONDENSING UNIT, REFRIGERANT PIPING, CONTROLS HANGERS AND ACCESSORIES.TURN OVER TO OWNER IN WORKING CONDITION. 2. EXISTING ELECTRIC UNIT HEATER TO REMAIN. 3. EXISTING DUCTWORK TO REMAIN. 4. EXISTING ELECTRIC BASEBOARD HEATER TO REMAIN. 5. EXISTING TRANSFER GRILLE TO REMAIN. 6. EXISTING WALL GRILLE TO REMAIN. 7. AREA NOT IN SCOPE OF WORK. X GENERAL NOTES: A. EXISTING DUCTLESS SPLIT SYSTEM AND ASSOCIATED CONDENSING UNIT LOCATED IN LOBBY OF BUILDING 409 TO BE REMOVED AS CALLED FOR ON THIS DRAWING. B. ALL EXISTING DUCTLESS SPLIT SYSTEMS AND ASSOCIATED CONDENSING UNITS SERVING EXISTING BUILDING 411-415 TO BE DISCONNECTED AND REMOVED AS PART OF BUILDING DEMOLITION. C. ALL EXISTING CONDENSING UNITS AND EQUIPMENT SERVING EXISTING COOLER/FREEZER TO BE DISCONNECTED AND REMOVED. D. ALL CONDENSING UNITS SERVING EXISTING BUILDING(S) TO REMAIN SHALL BE RELOCATED IN BACK ALLEY. EXTEND REFRIGERANT LINES AND ELECTRICAL WIRING AS REQUIRED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 10:30:44 AMMD-101 FIRST AND SECOND FLOOR PLAN - HVAC DEMOLITION 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIRST FLOOR PLAN - HVAC DEMOLITION 1/8" = 1'-0"2 SECOND FLOOR PLAN HVAC DEMOLITION 0' 4' 8' 16'0' 4' 8' 16' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC eD eE eF e5.5NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDING(E)EBH 1 3 N.I.C. e1 e2 e3 e4 e5 e6 e7 eA eB eC eD eE eF e5.5NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDING(E)10x6 4 (E)EBH 2 2 CAP 3 N.I.C DEMOLITION NOTES: 1. EXISTING ELECTRIC BASEBOARD HEATER TO REMAIN. 2. DISCONNECT AND REMOVE (E)10x6 DUCT AND ASSOCIATED GRILLE TO THE POINT OF DISCONNECTION SHOWN AND CAP. 3. AREA NOT IN SCOPE OF WORK. 4. DISCONNECT AND REMOVE EXISTING ELECTRIC BASEBOARD HEATER AND ALL CONTROLS AND ACCESSORIES. X DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:34 PMMD-102 THIRD AND FOURTH FLOOR PLAN - HVAC DEMOLITION 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 THIRD FLOOR PLAN - HVAC DEMOLITION 0' 4' 8' 16'1/8" = 1'-0"2 FOURTH FLOOR PLAN - HVAC DEMOLITION 0' 4' 8' 16' REVISION SCHEDULE NAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N002 MECHANICAL ROOM N001 LEASEABLE STORAGE SPACE N003 ELECTRICAL ROOM ST3 STAIR 3 EUH-1 HP-001A HP-001B 12x10 12x10 1 1 2 EUH-2 2 x6 6 2 100 6" 6" x6 6 A 100 1968 ELEV x1810 2 800 18x10 18x10 x1810 2 800 EF-4 1 1 3 14x6 1 DRAWING NOTES: 1. 12x10 VENTILATION SUPPLY AND RETURN AIR DUCT CAPPED FOR FUTURE USE. 2. 12x10 VENTILATION SUPPLY AND RETURN AIR DUCT UP TO FLOOR ABOVE. PROVIDE FD/SD AT FLOOR PENETRATION. 3. 14x6 EXHAUST AIR UP TO FIRST FLOOR WITH FD. X DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 9:31:21 AMM100 BASEMENT FLOOR PLAN - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 BASEMENT FLOOR PLAN - HVAC 0'2'4'8'16' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC eD e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N104 LEASABLE SPACE 762 ELEV N106 TRASH/ RECYCLE ST3 STAIR 3 N103 LEASING OFFICE NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGFD/SD HP-104A HP-104B HP-104C EUH-3 EUH-4 1 HP-102 16x12 20x12 N107 LOADING ZONE EF-2 16x12 2 2 10" " 1 6 150 8" N108 WATER METER N105 CORRIDOR 14x1014x10 14x10 " 1 10 315 HP-1034" x2222 A 350 x2210 A 290 x6 6 A 25 10" 8" 8" 8" 10" 12x10 20x12 x8 8 A 150 8" 4" x2222 A 450 " 1 8 160 TYP=5 8" 14x10(L) 14x10 10" N100 VESTIBULE EUH-5 EWH-5 EWH-1 CUH-2CUH-1 3 4 AREA NOT IN SCOPE x12 8 2 400 TYP=2 x12 8 2 400 TYP=2 x12 8 2 400 TYP=2 FD 14x10 EF-1 9 9 1 1 1 1 1 14x6 91 10 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N107 OPEN TO BELOW N207 LIVING N208 LIVING N209 'A' LIVING N210 LIVING N212 TRASH N211 ELEC N213 MECH1350 ELEV N215 CORRIDOR ST3 STAIR 3 N206 LIVING N205 'A' LIVING N204 STUDIO N203 STUDIO N202 STUDIO N201 STUDIO N214 FITNESS ROOM NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGFD/SD HP-201HP-202HP-203HP-204 HP-206 HP-208 HP-209 HP-210 M301 5 M301 4 M301 2 M301 1 M301 3 x6 6 A 60 x6 6 2 60 x6 6 A 40 x6 6 A 40 x6 6 2 40 x6 6 2 40 x6 6 A 40 x6 6 A 40 x6 6 2 40 x6 6 2 40 x6 6 A 40 x6 6 2 40 6" x6 6 2 40 x6 6 A 40 6" 8" x6 6 2 40 6"6" 12x10 12x1010"ST1 EXISTING STAIR 1 x6 6 2 40 x6 6 A 40 x6 6 2 40 6 x6 6 A 40 x6 6 A 40 12x1212x12x6 6 A 60 x6 6 2 60 HP-214 10x6 6"6" HP-211 6" HP-207 12x10(L) x2222 A 345 8" 8" 8" 6" 6" 6" 10" 6" 8" 6" 6"6" 6"12x10(L)" 1 8 210 TYP=3 6" 6"6" 12x10 x2222 A 285 10x8 10x8 7 8 (E)EBH AREA NOT IN SCOPE 5 1 DRAWING NOTES: 1. 26x12 VENTILATION SUPPLY AND RETURN DUCTWORK UP IN CHASE, 20x12 DOWN. 2. 16x12 VENTILATION SUPPLY AND RETURN DUCTWORK CAPPED FOR FUTURE USE. 3. BALANCE VOLUME DAMPER TO 25 CFM. 4. BALANCE VOLUME DAMPER TO 350 CFM. 5. EXISTING ELECTRICAL BASEBOARD HEATER IN EXISTING STAIR TO REMAIN. 6. 28x14 VENTILATION SUPPLY AND RETURN DUCTWORK UP IN CHASE, 26x12 DOWN. 7. PROVIDE LINED RETURN AIR PLENUM THE SAME SIZE AS UNIT CONNECTION. 8. BALANCE VOLUME DAMPER TO 285 CFM. 9. PROVIDE WALL CAP WITH BACKDRAFT DAMPER. 10. 14x6 EXHAUST DUCT DOWN THRU FLOOR TO BASEMENT. XGENERAL NOTES: A. REFER TO M300'S FOR ENLARGED APARTMENT LAYOUT AS SHOWN ON PLANS. B. REFER TO M500 AND M501 FOR AIR AND WATER RISER SCHEMATICS. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 9:32:27 AMM101 FIRST AND SECOND FLOOR PLAN - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIRST FLOOR PLAN - HVAC 0'2'4'8'16' 1/8" = 1'-0"2 SECOND FLOOR PLAN - HVAC 0'2'4'8'16' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N309 LIVING N310 LIVING N311 LIVING N312 LIVING N316 AMENITY 1552 ELEV N302 STUDIO N301 STUDIO N303 STUDIO N304 STUDIO N306 STUDIO N308 LIVING N307 STUDIO N305 LIVING ST3 STAIR 3 ST1 EXISTING STAIR 1NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGFD/SD HP-304 HP-303 HP-302 HP-301 HP-305 HP-306 HP-307 HP-308 HP-310 HP-309 HP-311 HP-312 x6 6 2 40 x6 6 B 80 6" x6 6 B 40 6" 10x6 x6 6 2 40 x6 6 2 60 6"10x6 x6 6 2 80 x6 6 2 60 x6 6 B 60 6" x6 6 2 40 x6 6 B 40 6" x6 6 B 40 6" x6 6 2 40 x6 6 B 60 6" x6 6 2 60 10x8 x6 6 B 40 6" x6 6 B 40 6" x6 6 2 40 6" x6 6 2 40 x6 6 B 40 6" x6 6 B 40 6" x6 6 2 40 12x10 12x810x8 x6 6 2 60 x6 6 B 60 x6 6 B 60 6"6" M301 5 M302 5 M302 4 M302 1 M302 3 M302 2 14x1210x8 8" " 1 6 105 TYP=3 2 AREA NOT IN SCOPE (E)EBH 3 6" 6" 6" 14x10 14x10x6 6 2 60 6"6" x6 6 A 60 6" 6"6" 6" 6" 6" EWH-2 10x8 6" 6" 6" x2210 A 180 x22 22 A 1355 612x10(L)12x10(L)10x8 HP-316 14x86" 14x8 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N410 LIVING N411 LIVING N412 LIVING N409 LIVING N408 LIVING N407 STUDIO N406 STUDIO N405 LIVING N416 LAUNDRY 2124 ELEV N415 ELEC N402 STUDIO N401 STUDIO N403 STUDIO N404 STUDIO ST1 STAIR 1 ST3 STAIR 3 N417 CORRIDOR FD/SD NEW BUILDING CONSTRUCTIO NEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGHP-404 HP-403 HP-402 HP-401 HP-405 HP-407 HP-409 HP-408 HP-410 HP-411 HP-412 HP-406 x8 8 2 80 x6 6 2 40 x8 8 A 80 8x4 x6 6 A 40 6" 10x6 x6 6 2 60 10x6 6" x6 6 2 40 6" x6 6 A 40 x6 6 A 40 6" x6 6 2 40 6" x6 6 A 60 x6 6 A 40 x6 6 A 40 6"6" 12x8 x6 6 A 40 x6 6 A 40 6"6"14x86" x6 6 A 60 x6 6 2 60 x6 6 2 60 x6 6 A 60 x6 6 A 60 14x12x6 6 2 60 x6 6 2 60 6" x6 6 2 40 x6 6 2 40 x6 6 2 40 x6 6 2 4016x1014x10 10" M301 5 M302 5 M302 4 M302 1 M302 3 M302 2 6" 1 AREA NOT IN SCOPE 6" 6" 6" 6" 12x8 16x10 6" 6" 6"6"6"10" 14x8 x6 6 A 60 6" 10x810x8 M304 1 4 1 EF-5 7 FD 8 1 DRAWING NOTES: 1. 34x14 VENTILATION SUPPLY AND RETURN AIR DUCT UP IN CHASE, 28x14 DOWN. 2. 28x14 VENTILATION SUPPLY AND RETURN AIR DUCT UP IN CHASE, 26x12 DOWN. 3. EXISTING BASEBOARD HEATER IN STAIR TO REMAIN. 4. REFER TO ENLARGED LAUNDRY ROOM PLAN ON M304. 5. BALANCE VOLUME DAMPER TO 180 CFM. 6. PROVIDE LINED RETURN AIR PLENUM THE SAME SIZE AS UNIT CONNECTION. 7. 14x6 EXHAUST AIR DUCT UP THRU FLOOR TO FIFTH FLOOR ABOVE WITH FD. 8. PROVIDE 12x10 GRILLE TO GRILLE TRANSFER GRILLE, TYPE TG WITH FIRE DAMPER AT WALL PENETRATION. XGENERAL NOTES: A. REFER TO M300'S FOR ENLARGED APARTMENT LAYOUT AS SHOWN ON PLANS. B. REFER TO M500 AND M501 FOR AIR AND WATER RISER SCHEMATICS. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 9:34:47 AMM102 THIRD AND FOURTH FLOOR PLAN - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 THIRD FLOOR PLAN - HVAC 0'2'4'8'16' 1/8" = 1'-0"2 FOURTH FLOOR PLAN - HVAC 0'2'4'8'16' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N615 AMENITY 2170 ELEV N611 LIVING N610 LIVING N609 LIVING N608 LIVING N607 LIVING N606 STUDIO N605 LIVING N604 STUDIO N603 STUDIO N602 STUDIO N601 STUDIO 16x8 12x8 ST3 STAIR 3 ST1 STAIR 1 N616 CORRIDOR NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGFD/SD M303 1 M302 3 M303 2 M303 3 M303 4 6"6" 8"14x1010"6" x6 6 2 55 16x8x6 6 2 40 x6 6 2 60 x6 6 B 60 6" x6 6 B 60 6" x6 6 2 60 x6 6 B 60 6" x6 6 B 40 x6 6 B 40 x6 6 2 40x6 6 B 40 6" x6 6 B 40 6" x6 6 2 40 14x8 x6 6 2 40 x6 6 B 80 x6 6 2 80 x6 6 B 60 x6 6 2 60 8" x6 6 B 40 x6 6 2 40 x6 6 2 60 x6 6 B 60 6" HP-615 1 " 1 8 160 TYP=2 N612 MECH N613 TRASH N614 ELEC HP-604 HP-603 HP-602 HP-601 6" 6" 8" 6" HP-605 HP-606 HP-607 HP-608 8" 6" 6" 6" 6" 6" x6 6 2 60 6" 8"6" HP-609 6" 10"10" 6"6" 6"10" 10" 6"4 10x8(L) x2210 A 315 10x85 8" 8" 12x8 HP-611 HP-610 x8 8 A 110 6" 6 x6 6 A 55 6 AREA NOT IN SCOPE 3 6" (TYP=8) 8 AAD 1 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N508 LIVING N507 LIVING N515 AMENITY 1564 ELEV N505 LIVING N509 LIVING N510 LIVING N511 LIVING N516 CORRIDOR N501 STUDIO N502 STUDIO N503 STUDIO N504 STUDIO N506 STUDIO ST3 STAIR 3 ST1 STAIR 1NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGFD/SD HP-505 HP-506 HP-507 HP-508 HP-510HP-509 HP-511 x6 6 B 80 6" x6 6 2 55 x6 6 2 80 x6 6 2 60 x6 6 B 60 6" x6 6 2 60 x6 6 B 60 x6 6 2 40 6" x6 6 B 60 6" 6"6" x6 6 B 60 x6 6 B 60 x6 6 2 60 x6 6 B 60 x6 6 2 60 6" 10x8 10"x6 6 2 40 x6 6 B 40 x6 6 B 40 x6 6 2 40 x6 6 2 40 x6 6 B 40 6" x6 6 B 40 6" x6 6 2 40 6" 10" 12x8 x6 6 2 60 M303 3 M303 4 M303 2 M303 1 M302 3 x2222 A 135" 1 6 105 TYP=3 14x8 N513 ELEC N512 TRASH 16x8AREA NOT IN SCOPE EWH-3 6" 6" 8" 6" 6" 6"10" 8" 8" 6" 6" 6" HP-515 10x8(L)10x8(L)8" 6"6" 10" 6" x2210 A 180 6"6" 12x8 12x1223 7 5 6" x6 6 A 55 16x8 8"EWH-6 HP-504 HP-503 HP-502 HP-501 TYP=8 1 14x69 10 1 DRAWING NOTES:X 1. 44x16 VENTILATION SUPPLY AND RETURN AIR DUCT UP TO ROOF, 40x16 DOWN IN CHASE TO FLOOR BELOW. 2. 40x16 VENTILATION SUPPLY AND RETURN AIR DUCT UP, 36x16 DOWN IN CHASE TO FLOOR BELOW. 3. LAUNDRY ROOM EXHAUST AIR UP THRU CHASE TO ROOF. REFER TO M304 FOR MORE INFORMATION. 4. BALANCE VOLUME DAMPER TO 110 CFM. 5. PROVIDE LINED RETURN AIR PLENUM THE SAME SIZE AS UNIT CONNECTION. 6. REFER TO ENALRGED PLAN ON DRAWING M304 FOR MECHANICAL ROOM PLAN. 7. BALANCE VOLUME DAMPER TO 180 CFM. 8. 32x16 MAKE-UP AIR. PROVIDE AUTOMATIC AIR DAMPER AND TERMINATE 1'-0" BELOW ROOF DECK AND INTO CHASE. 9. 14x6 EXHAUST AIR DOWN THRU FLOOR. 10. PROVIDE WALL CAP WITH BACKDRAFT DAMPER. GENERAL NOTES: A. REFER TO M300'S FOR ENLARGED APARTMENT LAYOUT AS SHOWN ON PLANS. B. REFER TO M500 AND M501 FOR AIR AND WATER RISER SCHEMATICS. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 9:47:43 AMM103 FIFTH AND SIXTH FLOOR PLAN - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"2 SIXTH FLOOR PLAN - HVAC 0'2'4'8'16' 1/8" = 1'-0"1 FIFTH FLOOR PLAN - HVAC 0'2'4'8'16' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 1 e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNOM1.91968ELEVHP-001AHP-001BEUH-11" HPWS&R1" HPWS&R1 1/4" HPWS&RN002MECHANICALROOMN001LEASEABLESTORAGESPACEN003ELECTRICALROOMST3STAIR 3EUH-2TTSS21DRAWING NOTES:X1. 2" HPWS&R UP TO FLOOR ABOVE IN CHASE.2. PROVIDE CAPPED 2" HPWS&R FOR FUTURE USE.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:32:55 PMM200BASEMENTFLOOR PLAN -HVAC PIPING02/14/192017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1BASEMENT FLOOR PLAN - HVAC PIPING0'2'4'8'16'REVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAeBeCe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9473ELEVN106TRASH/RECYCLEHP-104CHP-104BN104LEASABLESPACEHP-104AEUH-3EUH-4HP-102N103LEASINGOFFICEN105CIRCULATIONN107LOADINGZONEN108WATERMETERST3STAIR 31" HPWS&R1" HPWS&R1" HPWS&R11/2" HPWS&REF-2TTSSSSSN100VESTIBULEN101RECEPTIONN102LOBBYHP-10311/2" HPWS&RNEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGAREA NOT IN SCOPEEWH-1TEUH-5EF-1341" HPWS&R1 1/4" HPWS&R3/4" HPWS&RSe1e2e3e4e5e6e7eAeBeCe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9N207LIVINGN208LIVINGN209'A' LIVINGN210LIVINGN212TRASHN213MECH1349ELEVN214FITNESSROOMN206LIVINGN107OPEN TOBELOWN205'A' LIVINGN204STUDION203STUDION202STUDION201STUDIOST3STAIR 3HP-201HP-202HP-203HP-204HP-206HP-208HP-209HP-210EWH-2HP-214SM5001M5001M5001M5001M5006M5006M50061111222HP-2112M50021" HPWS&RM50041" HPWS&R2M50041HP-2073/4" HPWS&RNEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGAREA NOT IN SCOPE56661" HPWS&R61" HPWS&R61" HPWS&R6(E)EBHDRAWING NOTES:X1. PROVIDE 3/4" HPWS&R CONNECTION TO HEAT PUMP. REFER TO DETAILS FOR MORE INFORMATION.2. PROVIDE 1" HPWS&R CONNECTION TO HEAT PUMP. REFER TO DETAILS FOR MORE INFORMATION.3. PROVIDE CAPPED 2" HPWS&R PIPING FOR FUTURE USE.4. 2 1/2" HPWS&R UP IN CHASE, 2" HPWS&R DOWN TO FLOOR BELOW.5. 2 1/2" HPWS&R UP AND DOWN IN CHASE. 6. HPWS&R PIPING TO ROUTE ABOVE CEILING, IN TRUSS SPACE. GENERAL NOTES:A. REFER TO M300'S FOR ENLARGED APARTMENT LAYOUT AS SHOWN ON PLANS.B. REFER TO M500 AND M501 FOR AIR AND WATER RISER SCHEMATICS.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:32:59 PMM201FIRST ANDSECONDFLOOR PLAN -HVAC PIPING02/14/192017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1FIRST FLOOR PLAN - HVAC PIPING0'2'4'8'16'1/8" = 1'-0"2SECOND FLOOR PLAN - HVAC PIPING0'2'4'8'16'REVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAeBeCe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9N309LIVINGN310LIVINGN311LIVINGN312LIVINGN316AMENITY1552ELEVN306ATOILETN306STUDION305CTOILETN304STUDION303STUDION302STUDION301STUDION301ATOILETN302ATOILETN303ATOILETN304ATOILETSHP-304HP-303HP-302HP-301HP-305HP-306HP-307HP-308HP-309HP-310HP-311HP-312N305LIVING3/4" HPWS&RM5001M5001M5001M500111112M5002M50031M50041N307STUDIO2EWH-2M5005N308LIVING1M5006M5006M50062224NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGAREA NOT IN SCOPEHP-316e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9N416LAUNDRY2123ELEVN405LIVINGN409LIVINGN408LIVINGN410LIVINGN411LIVINGN412LIVINGN407STUDION406STUDION404STUDION403STUDION402STUDION401STUDIOHP-409HP-408HP-407HP-406HP-405HP-404HP-403HP-402HP-401HP-410HP-411HP-4121 1/4" HPWS&R1111M5001M5001M5001M50011" HPWS&R1" HPWS&R1" HPWS&R1" HPWS&RN414TRASHN415ELEC1" HPWS&RM50022M50062M50062M500622M5003M50031" HPWS&R1M5004M500411 1/4 " HPWS&R1 1/4 " HPWS&RST3STAIR 3M5005M500511" HPWS&R3N413STORAGE1HP-416NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGAREA NOT IN SCOPE5555555555EWH-6DRAWING NOTES:X1. PROVIDE 3/4" HPWS&R CONNECTION TO HEAT PUMP. REFER TO DETAILS FOR MORE INFORMATION.2. PROVIDE 1" HPWS&R CONNECTION TO HEAT PUMP. REFER TO DETAILS FOR MORE INFORMATION.3. 3" HPWS&R UP AND DOWN IN CHASE.4. 3" HPWS&R UP AND 2 1/2" HPWS&R DOWN IN CHASE.5. HPWS&R PIPING TO ROUTE ABOVE CEILING, AND IN TRUSS SPACE.GENERAL NOTES:A. REFER TO M300'S FOR ENLARGED APARTMENT LAYOUT AS SHOWN ON PLANS.B. REFER TO M500 AND M501 FOR AIR AND WATER RISER SCHEMATICS.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:02 PMM202THIRD ANDFOURTHFLOOR PLAN -HVAC PIPING02/14/192017054Author411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1THIRD FLOOR PLAN - HVAC PIPING1/8" = 1'-0"2FOURTH FLOOR PLAN - HVAC PIPING0' 4' 8' 16'0' 4' 8' 16'REVISION SCHEDULENAME DATE e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9N615AMENITYN612MECH2170ELEVN614ELECN604STUDION603STUDION602STUDION601STUDION605LIVINGN606STUDION607LIVINGN608LIVINGN609LIVINGN610LIVINGN611LIVINGN616CORRIDORST1STAIR 11 1/4" HPWS&R1 1/4" HPWS&R2" HPWS&RHP-6151 1/4" HPWS&R1 1/4" HPWS&R4" HPWS&R63/4" HPWS&R1 1/2" HPWS&R3" HPWS&RM5001HP-604M5001HP-603HP-602HP-601M5001M5001HP-6051111M50022HP-606N613TRASHM5003M5004HP-607M5005M5006M5006M5006HP-611HP-610HP-60922212HP-60821 1/2" HPWS&R1 1/2" HPWS&R2 1/2" HPWS&R1 1/4" HPWS&R2 1/2" HPWS&R2 1/2" HPWS&R33" HPWS&R4" HPWS&R5NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGAREA NOT IN SCOPE77777775e1e2e3e4e5e6e7eAeBe5.51A2A323.53.944.755.45.85.967ABCDEFGHJKLNO1M1.9N508LIVINGN507LIVINGN515AMENITY1564ELEVN505LIVINGN504STUDION503STUDION502STUDION501STUDIOST1STAIR 1N506STUDION509LIVINGN510LIVINGN511LIVINGST3STAIR 3N516CORRIDOR3/4" HPWS&RHP-505HP-506HP-507HP-508HP-509HP-510HP-511HP-504HP-50311HP-5021HP-5011M5001M5001M5001M5001M5002M5003M50042122M5005N512TRASHN513ELECM5006M5006M50062224EWH-3HP-515NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDINGAREA NOT IN SCOPEDRAWING NOTES:X1. PROVIDE 3/4" HPWS&R CONNECTION TO HEAT PUMP. REFER TO DETAILS FOR MORE INFORMATION.2. PROVIDE 1" HPWS&R CONNECTION TO HEAT PUMP. REFER TO DETAILS FOR MORE INFORMATION.3. 3" HPWS&R DOWN IN CHASE.4. 3"HPWS&R UP AND DOWN IN CHASE.5. REFER TO DRAWING M304 FOR PIPING WITHIN MECHANICAL/ELECTRICAL ROOM.6. 4" HPWS&R UP TO ROOF. REFER TO ROOF PLAN FOR CONTINUATION.7. HPWS&R PIPING TO ROUTE ABOVE CEILING, IN TRUSS SPACE.GENERAL NOTES:A. REFER TO M300'S FOR ENLARGED APARTMENT LAYOUT AS SHOWN ON PLANS.B. REFER TO M500 AND M501 FOR AIR AND WATER RISER SCHEMATICS.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:05 PMM203FIFTH ANDSIXTH FLOORPLAN - HVACPIPING02/14/192017054NED411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description0'2'4'8'16'1/8" = 1'-0"1SIXTH FLOOR PLAN - HVAC PIPING1/8" = 1'-0"2FIFTH FLOOR PLAN - HVAC PIPING0'2'4'8'16'REVISION SCHEDULENAME DATE e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 EVAPORATIVE COOLER EVC-1 15'-0"Lx4'-0"Wx10'-6"H APPROX. 7,970 LBS ERV-1 6'-5"Wx15'-2"Lx5'-6'-0"H APPROX. 4,328 LBS 1 3 44x16 SUPPLY AND RETURN DUCTWORK DOWN IN CHASE BELOW W/ FD/SD ST3 STAIR 3 NEW BUILDING CONSTRUCTIONEXISTING BUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDING4 5 6 6 28"(DBL) 28"(DBL)10'-0" MIN.EF-3 AAD EWH-4 2 TYP 7 8 9 1 1 1 DRAWING NOTES: 1. PROVIDE A 36" HIGH CUSTOM CURB FOR HORZIONTAL DISCHARGE. 2. PROVIDE DUCT SUPPORTS FOR ROOF MOUNTED DUCTWORK. REFER TO M402 FOR MORE INFORMATION 3. PROVIDE PIPE CURB FOR COLD WATER LINE AND HEAT PUMP WATER LOOP PIPING. REFER TO M402 FOR MORE INFORMATION. 4. PROVIDE DUNNAGE FOR EVAPORATIVE COOLER. 5. SERVICE CLEARANCE SHOWN DASHED 6. PROVIDE DUCT CURB FOR DUCTWORK DOWN IN CHASE BELOW. 7. PROVIDE ROOF CURB FOR ELEVATOR EXHAUST FAN. 8. 8" EXHAUST GOOSENECK FROM LAUNDRY ROOM(TYP=8) 9. PROVIDE 32"x16" GOOSENECK FOR MAKE-UP AIR INTAKE WITH BIRDSCREEN. REFER TO GOOSENECK DETAIL FOR MORE INFORMATION. X DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 10:10:41 AMM204 ROOF PLAN - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 ROOF PLAN - HVAC 0'2'4'8'16' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 DRAWING NOTES: 1. OUTLINE OF LOWER CEILING AREA. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. 2. 24x6 TRANSFER AIR DUCT WITH 24x6 TYPE TG GRILLE LIVING ROOM SIDE AND TYPE RRA GRILLE ON BEDROOM SIDE. BLADES OF TRANSFER GRILLES SHALL POINT UPWARDS. PAINT INSIDE OF DUCT FLAT BLACK. 3. LOUVERED AND HINGED PANEL DOOR FOR RETURN AIR. REFER TO DETAILS FOR MORE INFORMATION. 4. REFER TO OVERALL PLANS FOR DUCT CONTINUATION. 5. PROVIDE ACCESS DOOR FOR ACCESS TO VOLUME DAMPERS. 6. PIPING IN ENLARGED PLANS SHOW FOR REFERENCE. REFER TO PIPING PLANS FOR ENTIRE PIPE RISER SIZING AND ROUTING. X N207A BEDROOM N207 LIVING N207B TOILET x14 6 RS1 110 x14 6 RS1 160 x14 6 RS1 160 14x8x24 6 TG - 2 1 3 6" x6 6 A 40 x6 6 2 40 4 S 3/4" HWPS&R HP-207 8x8x24 6 RRA - 6 N206 LIVING N206B TOILET N206A BEDROOM HP-206 3 x14 6 RS1 175 x14 6 RS1 175 x6 6 A 40 x6 6 2 40 4 1 2 S14x86" 6" x14 6 RS1 150 x24 6 RRA - x24 6 TG - 1" HPWS&R 6 N208 LIVING N209 'A' LIVING N210 LIVING N209A 'A' BEDROOM N208A BEDROOM N210A BEDROOM N209B 'A' TOILET N208B TOILET N210B TOILET HP-209 HP-21014x810x8 x14 6 RS1 175 x14 6 RS1 175 10x810x8 x14 6 RS1 175 x14 6 RS1 175 x14 6 RS1 150 x14 6 RS1 150 x14 6 RS1 150 14x814x8x14 6 RS1 175 x14 6 RS1 175 x24 6 TG - x24 6 TG - x24 6 TG - 2 2 2 1 1 1 3 3 3 x6 6 2 40 6" 6" x6 6 A 40 x6 6 A 40 x6 6 2 406" 4 4 4 4 4 4 x6 6 2 40 x6 6 A 40 S S HP-208 x24 6 RRA -x24 6 RRA - x24 6 RRA - 1" HPWS&R 6 1" HPWS&R 6 1" HPWS&R 6 S S 6" N205 'A' LIVING N205A 'A' BEDROOM N205B 'A' BEDROOM N205C 'A' TOILET x6 6 2 60 4 x6 6 A 60 3 x24 6 TG - 2 x14 6 RS1 200 8"12x810x8 x14 6 RS1 200 x12 6 RS1 150 x12 6 RS1 150 1 S x24 6 TG - 2 x24 6 RRA - x24 6 RRA - 1" HPWS&R6 6 N204 STUDIO N203 STUDIO N202 STUDIO N201 STUDIO N202A TOILET N201A TOILET N203A TOILET N204A TOILET HP-204 HP-203 HP-202 HP-201 x18 10 RS1 30018x10S S S S 3 3 3 1 1 1 1 x18 10 RS1 300 x1810 RS1 300 x1810 RS1 30018x1018x10 18x10x6 6 A 40 x6 6 2 40 x6 6 A 40 x6 6 2 40 x6 6 2 40 x6 6 A 40 x6 6 A 40 x6 6 2 40 6"6" 4 4 4 4 6" 6" x14 6 RS1 150 6 x14 6 RS1 150 6 6 x14 6 RS1 150 x14 6 RS1 150 6 6"6"6" 6" 3 HP-304 HP-404 HP-303 HP-403 HP-302 HP-402 HP-301 HP-401 GENERAL NOTES: A. REFER TO VERTICAL HEAT PUMP DETAIL FOR PIPING CONNECTIONS. B. BALANCE ALL HEAT PUMPS TO CFM LISTED ON SCHEDULES ON DRAWING M601. C. ALL DUCTWORK WITHIN LOWER CEILINGS. D. ALL PIPING TO BE ABOVE CEILINGS. ROUTE IN TRUSS SPACE IF NEEDED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:11 PMM301 APARTMENT ENLARGED PLANS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description0' 2' 4' 8' 0' 2' 4' 8' 0' 2' 4' 8' 0' 2' 4' 8' 1/4" = 1'-0"1 APARTMENT ENALRGED PLAN - N207 PLAN - HVAC 1/4" = 1'-0"2 APARTMENT ENLARGED PLAN - N206 PLAN 1/4" = 1'-0"3 APARTMENT ENLARGED PLAN - N208, N209, N210 - HVAC 1/4" = 1'-0"4 APARTMENT ENLARGED PLAN - N205 - HVAC 0' 2' 4' 8' 1/4" = 1'-0"5 APARTMENT ENLARGED PLAN -N201,N202,N203,N204,N301,N302,N303,N304,N401,N402,N403,N404 - HVAC REVISION SCHEDULE NAME DATE N308A BEDROOM N308B BEDROOM N308 LIVING ST3 STAIR 3 HP-308 x146 RS1 150 x14 6 RS1 150 8" 10x8 x14 6 RS1 125 x14 6 RS1 125 x24 6 TG - 1 2 3 S 6" 4 x6 6 2 80 N308C TOILET x24 6 RRA - x14 6 RS1 125 x6 6 B 8014x88" x14 6 RS1 125 x24 6 TG -2 x24 6 RRA - 6" 4 6 HP-408 N309A BEDROOM N309 LIVING N309B TOILET 10x6 x6 6 2 40 6" 6" x6 6 B 40 1 x14 6 RS1 130 14x88"3 x24 6 TG - 2 HP-309 4 4 x14 6 RS1 150 x14 6 RS1 150 S 5 x24 6 RRA 8" 6 N310 LIVING N311 LIVING N312 LIVING 10x8 14x8N310B BEDROOM N310A BEDROOM N311A BEDROOM N311B BEDROOM N310C TOILET N311C TOILET N312B BEDROOM N312A BEDROOM N312C TOILET 1 1 1 1 1 114x8 14x810x810x8 x24 6 TG - 2 x24 6 TG - 2 x24 6 TG - 2 x12 6 RS1 100 x12 6 RS1 100 x12 6 RS1 100 TYP=3 3 HP-310 x6 6 2 60 4 x6 6 B 60 6"x6 6 B 60 x6 6 2 60 x6 6 B 60 x6 6 2 60 6"6"3 x12 6 RS1 100 TYP=3 x12 6 RS1 100 x12 6 RS1 100 x12 6 RS1 100 TYP=3 x12 6 RS1 100 x12 6 RS1 100 3 HP-311 HP-312 4 4 4 4 x24 6 RRA - x24 6 TG - 2 x24 6 RRA - S 6 6 x24 6 RRA - x24 6 TG - 2 x24 6 RRA - S S x24 6 RRA - x24 6 TG - 2 x24 6 RRA - 6 HP-410 HP-509 HP-609 HP-411 HP-510 HP-610 HP-412 HP-511 HP-611 SS N306 STUDIO N307A TOILET N306A TOILET N307 STUDIO 1 3 HP-306 HP-307 x1810 RS1 300 18x10 18x10 1 3 6" x6 6 2 40 x6 6 B 40 x6 6 B 40 6" x6 6 2 40 4 4 x1810 RS1 300 S S 6" x14 6 RS1 150 HP-407 6 x14 6 RS1 150 HP-406 6 ? ? N305C TOILET N305B BEDROOM N305A BEDROOM N305 LIVING N305D CLOSET HP-305 x12 6 RS1 110 x12 6 RS1 110 x14 6 RS1 195 10x8 12x614x812x8x14 6 RS1 195 x14 6 RS1 195 x24 6 TG - TYP 2 1 1 3 x6 6 B 60 6" x6 6 2 60 4 S HP-405 DRAWING NOTES: 1. OUTLINE OF LOWER CEILING AREA. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. 2. 24x6 TRANSFER AIR DUCT WITH 24x6 TYPE TG GRILLE LIVING ROOM SIDE AND TYPE RRA GRILLE ON BEDROOM SIDE. BLADES OF TRANSFER GRILLES SHALL POINT UPWARDS. PAINT INSIDE OF DUCT FLAT BLACK. 3. LOUVERED AND HINGED PANEL DOOR FOR RETURN AIR. REFER TO DETAILS FOR MORE INFORMATION. 4. REFER TO OVERALL PLANS FOR DUCT CONTINUATION. 5. PROVIDE ACCESS DOOR FOR ACCESS TO VOLUME DAMPERS. 6. PIPING IN ENLARGED PLANS SHOW FOR REFERENCE. REFER TO PIPING PLANS FOR ENTIRE PIPE RISER SIZING AND ROUTING. XGENERAL NOTES: A. REFER TO VERTICAL HEAT PUMP DETAIL FOR PIPING CONNECTIONS. B. BALANCE ALL HEAT PUMPS TO CFM LISTED ON SCHEDULES ON DRAWING M601. C. ALL DUCTWORK WITHIN LOWER CEILINGS. D. ALL PIPING TO BE ABOVE CEILINGS. ROUTE IN TRUSS SPACE IF NEEDED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:15 PMM302 APARTMENT ENLARGED PLANS - HVAC 02/14/19 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/4" = 1'-0"1 APARTMENT ENLARGED PLAN - N308,N408- HVAC 1/4" = 1'-0"2 APARTMENT ENLARGED PLAN - N309,N409 - HVAC 1/4" = 1'-0"3 APARTMENT ENLARGED PLAN - N310,N311,N312,N410,N411,N412,N509,N510,N511,N609,N610,N611 - HVAC 0' 2' 4' 8' 0' 2' 4' 8' 0' 2' 4' 8' 1/4" = 1'-0"4 APARTMENT ENLARGED PLANS - N306,N307,N406,N407 - HVAC 1/4" = 1'-0"5 APARTMENT ENLARGED PLAN - N305,N405 - HVAC 0' 2' 4' 8'0' 2' 4' 8' REVISION SCHEDULE NAME DATE N508 LIVING N508C BEDROOM N508B BEDROOM N508A BEDROOM N508D TOILETx146 RS1 150 8" x14 6 RS1 125 x14 6 RS1 125 8"6" x12 6 RS1 10010x8x14 6 RS1 150 x14 6 RS1 150 6" x6 6 B 80 x6 6 2 80 1 1 2 3 4S HP-508, HP-608 8" 8" x24 6 RRA - x24 6 TG - 2 x24 6 RRA - x24 6 TG x24 6 TG - x24 6 RRA - 6 12x614x6 14x6 6" 1 N507A BEDROOMN507B BEDROOM N507 LIVING N507C TOILET N506A TOILET HP-506 x24 6 TG - 8" x14 6 RS1 100 x14 6 RS1 100 x14 8 RS1 150 10x81 2 3 S S x6 6 2 60 x6 6 B 60 x6 6 B 60 6" 6" 6" x6 6 2 40 6" 4 4 3 x14 8 RS1 215 TYP=2 HP-507, HP-607 1 6 x24 6 RRA - x14 8 RS1 150 6" x24 6 TG - 2 x24 6 RRA - N506 STUDIO 6 HP-606 11 1 N505B BEDROOM N505A BEDROOM N505 LIVING N505C TOILET HP-505 10x8 x14 6 RS1 110x14 6 RS1 110 x14 6 RS1 140 x24 6 TG - TYP 8"8"x14 6 RS1 140 1 1 2 3 x6 6 B 60 6" x6 6 2 60 6" S 4 2 x24 6 TG -HP-605 8 x 8 6 x24 6 RRA - x24 6 RRA - 1 1 N504A TOILET N503A TOILET N502A TOILET N501A TOILET N501 STUDIO N502 STUDIO N503 STUDIO N504 STUDIO S S S S 3 3 3 3 x6 6 2 40 x6 6 B 406"6"6"x6 6 B 40 x6 6 2 40 x6 6 2 40 x6 6 B 40 x6 6 B 40 x6 6 2 40 4 4 4 4 x14 8 RS1 215 TYP=2 x14 8 RS1 215 TYP=2 x14 8 RS1 215 TYP=2 x14 8 RS1 215 TYP=2 HP-504 HP-604 HP-503 HP-502 HP-501HP-603 HP-602 HP-601 6"6" 6 6 66 1 1 1 1 1 1 DRAWING NOTES: 1. OUTLINE OF LOWER CEILING AREA. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION. 2. 24x6 TRANSFER AIR DUCT WITH 24x6 TYPE TG GRILLE LIVING ROOM SIDE AND TYPE RRA GRILLE ON BEDROOM SIDE. BLADES OF TRANSFER GRILLES SHALL POINT UPWARDS. PAINT INSIDE OF DUCT FLAT BLACK. 3. LOUVERED AND HINGED PANEL DOOR FOR RETURN AIR. REFER TO DETAILS FOR MORE INFORMATION. 4. REFER TO OVERALL PLANS FOR DUCT CONTINUATION. 5. PROVIDE ACCESS DOOR FOR ACCESS TO VOLUME DAMPERS. 6. PIPING IN ENLARGED PLANS SHOW FOR REFERENCE. REFER TO PIPING PLANS FOR ENTIRE PIPE RISER SIZING AND ROUTING. X GENERAL NOTES: A. REFER TO VERTICAL HEAT PUMP DETAIL FOR PIPING CONNECTIONS. B. BALANCE ALL HEAT PUMPS TO CFM LISTED ON SCHEDULES ON DRAWING M601. C. ALL DUCTWORK WITHIN LOWER CEILINGS. D. ALL PIPING TO BE ABOVE CEILINGS. ROUTE IN TRUSS SPACE IF NEEDED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/26/2020 5:01:55 PMM303 APARTMENT ENLARGED PLANS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/4" = 1'-0"1 APARTMENT ENLARGED PLAN - N508,N608 - HVAC 1/4" = 1'-0"2 APARTMENT ENLARGED PLAN - N506,N507,N606,N607 - HVAC 1/4" = 1'-0"3 APARTMENT ENLARGED PLAN - N505,N605 - HVAC 1/4" = 1'-0"4 APARTMENT ENALRGED PLAN - N501,N502,N503,N504,N601,N602,N603,N604 - HVAC 0' 2' 4' 8' 0' 2' 4' 8' 0' 2' 4' 8' 0' 2' 4' 8' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 N612 MECH P-1 P-2 EXPANSION TANK AIR SEPARATOR4" HPWR4" HPWS1 1 2 3 3 N614 ELEC N613 TRASH 2170 ELEV 2170 ELEV N616 CORRIDOR BOILER B-1 BOILER B-2 22 2 BP-1BP-2 2 4" HPWR 4" HPWS 3" HPWR 3" HPWS 1 1/2" HPWS&R 1 1/2" HPWS&R4" HPWS&R 3" HPWS&R 5 555 4" HPWR 4" HPWS 3" HWS&R 2" HPWS&R 2" HPWS&R 6 7 8 1 DRAWING NOTES: 1. PROVIDE 6" HOUSE KEEPING PAD. PAD SHALL BE 6" WIDER THAN EQUIPMENT ON ALL SIDE. REFER TO SPECIFICATION FOR MORE DETAIL. 2. PROVIDE UNIT WITH INTERIA PAD FOR VIBRATION ISOLATION. 3. REFER TO PIPING SCHEMATIC FOR ALL VALVING REQUIREMENTS. 4. BOILER PUMP TO BE HUNG FROM CEILING. 5. REFER TO PIPING PLANS FOR CONTINUATION. 6. OUTLINE OF SERVICE CLEARANCE. 7. 3" HPWS&R DOWN IN CHASE. REFER TO PIPING PLANS FOR CONTINUATION. 8. 4" HPWS&R TO EVAPORATIVE COOLER ON ROOF. X GENERAL NOTES: A. PROVIDE VIBRATION ISOLATION FOR ALL PIPING WITHIN EXTENTS OF MECHANICAL/ELECTRICAL ROOM. REFER TO SPECIFICATION SECTION 230548. 4 5 G H J 1 12x8 HP-416 6" 6" 6"" 1 6 105 TYP=3 12x10(L)12x10(L)WASHER (TYP) 6"6"6"x2210 A 120 6"x2222 A 195 DRYERS (TYP=8) 2 1 3 TYP=8 M304 3 N416 LAUNDRY 4 1 DRAWING NOTES: 1. PROVIDE LINED RETURN AIR PLENUM THE SAME SIZE AS UNIT CONNECTION. 2. BACKSIDE OF DRYER SHALL BE EXPOSED TO OUTSIDE AIR PLENUM FOR PROPER MAKE-UP AIR. 3. PROVDIE 8" DRYER EXHAUST DUCT UPTO ROOF. TERMINATE WITH GOOSENECK. (TYP=8) 4. BALANCE VOLUME DAMPER TO 120 CFM. X ROOF FOURTH FLOOR OUTLINE OF DRYER (TYP=8) 8" DRYER EXHAUST (TYP) FLEX DUCT OUT OF DRYER EXHAUST PORT (TYP) 8" DRYER EXHAUST (TYP) 32x16 MAKE-UP AIR DUCT W/ AUTOMATIC AIR DAMPER INTERLOCKED WITH DRYER OPERATION. TERMINATE 1'-0" BELOW ROOF DECK. AAD 32x16 GOOSENECK. PROVIDE WITH BIRDSCREEN 8" DRYER EXHAUST. TERMINATE WITH GOOSENECK. (TYP) FOURTH FLOOR ROOF DRYER (TYP=8) UL LISTED METAL FLEX DUCT (TYP) 8" DRYER EXHAUST (TYP) 8" DRYER EXHAUST. TERMINATE WITH GOOSENECK. REFER TO DETAIL ON M402. (TYP) M304 B SECTION A SECTION B 1' - 0"DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/26/2020 5:03:19 PMM304 ENLARGED PLANS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/2" = 1'-0"2 ENLARGED BOILER ROOM PLAN 0' 1' 2' 4' 1/4" = 1'-0"1 ENARLGED LAUNDRY ROOM PLAN - HVAC 0' 2' 4' 8' REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 NTS3DRYER MAKE UP AIR SECTION 1 1 1 1 DECK, BEAM, OR JOIST DIFFUSER FLEXIBLE DUCT ELBOW SUPPORT FLEXIBLE DUCT ELBOW SUPPORT SUSPEND FROM STRUCTURE 1 PIECE, FULLY ADJUSTABLE, RADIUS FORMING BRACE TO SUPPORT 4" THROUGH 16" DIA. FLEXIBLE AIR DUCTS NYLON CABLE TIES TO SECURE FLEX DUCT NOTE: FLEX SHALL BE 4'-0" MAXIMUM WITH (1) 90 DEG. BEND PLAN VIEW ELEVATION VIEW RETURN/EXHAUST DUCTWORK RETURN/EXHAUST DUCTWORK TRANSITION ANGLE OF 30 DEG. MAXIMUM 2" WIDE DUCT COLLAR. 1" MINIMUM DIMENSION FROM PLENUM TO DUCT COLLAR 1" MINIMUM DIMENSION FROM TOP OF PLENUM TO DUCTWORK 1" MINIMUM DIMENSION FROM GRILLE NECK TO BOTTOM OF DUCTWORK RETURN/ EXHAUST GRILLE FACE RETURN/ EXHAUST GRILLE FACE RETURN/ EXHAUST GRILLE NECK SHEETMETAL PLENUM SAME SIZE AS RETURN/ EXHAUST GRILLE NECK SIZE SHEETMETAL PLENUM SAME SIZE AS RETURN/ EXHAUST GRILLE NECK SIZE 12" MINIMUM DIMENSION FROM GRILLE FACE TO TOP OF PLENUM DETAIL NOTES: A.PAINT INSIDE OF PLENUM BOX FLAT BLACK IF INTERNAL SOUND LINING IS NOT SPECIFIED. B.ALSO APPLICABLE TO REGISTERS. CEILING TYPE AS INDICATED ON ARCHITECTURAL DRAWINGS FASTEN CURB TO DECK 24" O.C. ROOF DECK GASKETING GALVANIZED ROOF CURB, 24" HIGH 2" RIGID INSULATION HVAC UNIT ROOF INSULATION BY G.C. (N.I.C.) [6" BATT INSULATION] [ACOUSTICAL LAGGING] FLASHING BY [G.C.] 2 LAYERS OF 5/8" FIRE RESISTANT GYPSUM BOARD STAGGER JOINTS DETAIL NOTES: A.G.C. TO PROVIDE ROOF OPENING, FRAMING AND FLASHING. B.LOCATION, SETTING AND SECURING OF CURB BY HVAC. C.PROVIDE SHIMS WHERE REQUIRED TO LEVEL CURB. D.PROVIDE BLOCKING BENEATH CURB IN FLUTES OF METAL DECKS. E.PROVIDE ACOUSTICAL LAGGING INSULATION [SOUNDSEAL XXX] IN LIEU OF BATT INSULATION WITHIN CURBING FOR COMPRESSORIZED UNIT INSTALLATIONS AND WHERE REQUIRED FOR NOISE CONTROL. F.PROVIDE WIND RESTRAINT PER SPECIFICATION SECTION 230550-WIND RESTRAINT FOR HVAC SYSTEMS DETAIL NOTES: A.[G.C.] TO PROVIDE ROOF OPENING, FRAMING AND FLASHING. B.LOCATION, SETTING AND SECURING OF CURB BY HVAC. C.PROVIDE SHIMS WHERE REQUIRED TO LEVEL CURB. D.PROVIDE WIND RESTRAINT PER SPECIFICATION SECTION 230550-WIND RESTRAINT FOR HVAC SYSTEMS FLASHING ROOF DECK CONTINUOUSLY BRAZE OR SOLDER ENTIRE PERIMETER TO DUCT. MAKE WATER TIGHTDUCT SUPPORT CAULK WATER TIGHT ROUND, OVAL OR RECTANGULAR DUCT SKIRT SAME MATERIAL AS DUCT ROOFING ROOF INSULATION ROOF OPENING FRAMING [BY GC]DETAIL NOTES: 1. ANCHOR BOLT, SIZE & LOCATION AS REQUIRED TO MATCH EQUIPMENT BASE. 2. PLASTIC SLEEVE & ANCHOR. 3. #3 REINFORCING BARS, 12" O.C. EACH WAY. 4. #4 DOWEK, 12" O.C. 5. CHAMFER. 6. CONCRETE PAD 3,000 PSI CONCRETE, LENGTH & WIDTH, 6" GREATER THAN THE EQUIPMENT BASE PLATE. EQUIPMENT BASE 2" MIN. 2" MIN. FINISHED FLOOR 1" 1" 6" 3 4 1 2 6 5 X 6" MIN. CAULKING MATERIAL DETAIL NOTES: A.HORIZONTAL DAMPER INSTALLATION SIMILAR. B.FOR DOUBLE WALL DUCT, USE INSULATION END CAP, INSULATE SLEEVE. C.FOR COMBINATION FIRE/SMOKE DAMPERS TO BE PROVIDED IN EXISTING OR NEW DUCTS PENETRATING EXISTING WALLS, THIS CONTRACTOR IS REQUIRED TO REFRAME AND RECONSTRUCT THE EXISTING WALL PENETRATION AND FRAMING AS PER SMACNA FIRE DAMPER OPENING PROTOCOL DETAIL FIG. 3-1 (FIRE DAMPER GUIDE) AS WELL AS MANUFACTURER AND UL LISTING INSTALLATION DETAIL. DAMPER (WITH BLADE POSITION INDICATOR) DAMPER ACTUATOR WALL: FIRE RATED CONSTRUCTION DO NOT BOLT ANGLES TO WALL S-JOINT/DUCT MATE, SLEEVE TO DUCT OVER CENTER LOCK AUXILIARY OPERATING JACK SHAFT ACCESS DOOR: SIZE AND TYPE PER SPECIFICATIONS S-JOINT/DUCT MATE, SLEEVE TO DUCT ROUND/FLAT OVAL OR RECTANGULAR DUCT DAMPER SLEEVE OPTIONAL FIRESTAT SLEEVE MATERIAL GAUGE, ANGLE SIZE AND GAUGE, ANGLE FASTENING AND OVERSIZED WALL OPENING AS PER SMACNA STANDARD AND UL LISTING INSTALLATION DETAIL HPWS HPWR D HEAT PUMP UNIT TEST PLUGS P-TRAPRETURN DUCT (IF INDICATED) FILTERS ARRANGED FOR SIDE REMOVAL DETAIL NOTES: A.HANG UNIT FROM STRUCTURE WITH STEEL ROD ANDVIBRATION ISOLATORS. B.UNIT SHALL BE ACCESSIBLE FROM BELOW. MECHANICAL AND ELECTRICAL WORK SHALL NOT BE LOCATED BELOW UNIT. ARRANGEMENT SHALL PERMIT REMOVAL OF HEAT PUMP FOR MAJOR SERVICING. C.CONTROL PANEL SHALL BE ACCESSIBLE FOR SERVICING. D.CONSOLE HEAT PUMPS AND VERTICAL FLOOR MOUNTED HEAT PUMPS HAVE SIMILAR PIPING. VALVES SHALL BE LOCATED WITHIN UNIT VALVE COMPARTMENT. E.DRAIN PIPING FROM POINT OF CONNECTION BY PLUMBING CONTRACTOR. F.WATER FLOW CONTROL VALVE IS PROVIDED BY THE HEAT PUMP MANUFACTURER AND FIELD INSTALLED BY THE HVAC CONTRACTOR. G.SEE SPECIFICATION FOR ALL VALVING REQUIREMENTS PROVIDED WITH HEAT PUMP. FLEXIBLE CONNECTION (TYP.) STAINLESS STEEL BRAIDED HOSE (TYP.) FACTORY FLOW CONTROL VALVE ASSEMBLIES WITH S.S HOSES CONDENSATE HOSE WATER FLOW CONTROL VALVE HEAT PUMP UNIT FC VENTILATION AIR (SIZED PER PLANS) LINE RETURN AIR (SIZED PER PLANS) LINED RETURN PLENUM, SAME SIZE AS UNIT CONNECTION. MINIMUM 18" LONG. FILTER RACK ARRANGED FOR SIDE REMOVAL FC ACOUSTICAL LINING IS TO BE PROVIDED IN THE FIRST 8 FEET OF SUPPLY AIR MAIN, AT A MINIMUM. DETAIL NOTES: A. COORDINATE UNIT SUBBASE KIT WITH INTERIOR BASEBOARD MOUDLINGS. B. PROVIDE UNIT WITH INTEGRAL FACTORY MOUNTED ISOLATION VALVES, 2-WAY MOTORIZED VALVE (N.C), AUTOMATIC FLOW CONTROL VALVE, Y-STRAINER WITH BLOW DOWN VALVE, CAP AND CHAIN, UNIONS, AIR VENT AND TEST PORTS. C. AT TAP FOR EACH UNIT, PROVIDE SHUT OFF VALVE TO ISOLATE UNIT FROM HOSE KIT. D. SEE ARCHITECTURAL PLANS FOR WALL REQUIREMENTS AT VERTICAL STACKED HEAT PUMPS. TYPICAL FLOOR HPWS&R VERTICAL RISERS TYPICAL FLOOR VERTICAL SHAFT ENCLOSURE (TYP) VERTICAL STACK HEAT PUMP (TYP) HEAT PUMP WATER CONNECTION SIZED PER PLANS (TYP) HINGED RETURN AIR PANEL DOOR (TYP) SUBBASE KIT (WHERE APPLICABLE) CONDENSATE (BY OTHERS) SEE PLANS FOR SUPPLY DUCTWORK OFF TOP OF UNIT. 3/4" DRAIN VALVE WITH HOSE END CONNECTION HOUSED SPRING ISOLATOR HYDRAULIC TRUMPET VALVE BUTTERFLY VALVE (TYP.) BASE LEG SUCTION DIFFUSER STRAINER PULL 6" CONCRETE PAD 6" LARGER ON ALL SIDES OF PUMP BASE 45 DEG. CHAMFER ALL AROUND FINISHED FLOOR BOLT TO INERTIA BASE (TYP. 3) STRAIGHT TRIPLE DUTY VALVE W/MIN. 24" STRAIGHT SECTION UPSTREAM FLEXIBLE CONNECTORS METAL BRAIDED HOSE (TYP.) HYDRONIC INDICATOR SYSTEM WITH PUSHBUTTON TRUMPET VALVE MANIFOLD AND COMPOUND PRESSURE GAUGE (FLOW CONDITIONING CORP. SERIES TVI, OR EQUAL). 1/4" BALL VALVE (TYP.) DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:19 PMM401 DETAILS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNOT TO SCALE1TYPICAL DIFFUSER INSTALLATION DETAIL - FLEXIBLE DUCT SUPPORT NOT TO SCALE2RTN/EXH GRILLE PLENUM DETAIL-DUCTED NOT TO SCALE8ROOFTOP EQUIPMENT ROOF CURB DETAIL NOT TO SCALE7DUCT PENETRATION CURB DETAIL NOT TO SCALE9CONCRETE EQUIPMENT BASE DETAIL NOT TO SCALE6COMBINATION FIRE/SMOKE DAMPER INSTALLATION DETAIL NOT TO SCALE3CEILING MOUNTED HEAT PUMP DETAIL NOT TO SCALE4HORIZONTAL HEAT PUMP DUCTWORK DETAIL NTS5VERTICAL STACK HEAT PUMP NOT TO SCALE10FLOOR MOUNTED PUMP PIPING DETAIL - VERTICAL INLINE WITH INERTIA PAD REVISION SCHEDULE NAME DATE 6" DIA. FUNNEL FILL (1" OPENING) MAX. 4'-0" ABOVE FLOOR UNION, (TYP.) SIGHT GLASS WITH GAUGE VALVES AND GUARDS LINE-SIZED VALVE, FULL PORT BALL VALVE 3/4" SAMPLE/DRAIN VALVE W/ HOSE END CONNECTION. CAP & CHAIN. 3/4" PIPE SIZE SYSTEM MAIN TO BE TREATED SIGHT GLASS OR FLOW INDICATOR AIR RELEASE VALVE PRESSURE RATED POT FEEDER MINIMUM CAPACITY (---GALLON) BALL VALVE TYPICAL ROOF DECK RECOMMENDED ROOF OPENING HINGED CURB CAP. LOCATE ON SAME SIDE OF FAN AS ELECTRICAL CONDUIT. VOLUME DAMPER 6" MINIMUM DETAIL NOTES: A.BELT DRIVEN FAN SHOWN, DIRECT DRIVE SIMILAR. B.REFER TO ROOF CURB DETAIL. C.PROVIDE WIND RESTRAINT PER SPECIFICATION SECTION 230550-WIND RESTRAINT FOR HVAC SYSTEMS REMOVABLE DOME COVER EXHAUST FAN UNFUSED SAFETY DISCONNECT SWITCH ELECTRICAL CONDUIT GUIDE AND WIRING ALUMINUM BIRD SCREEN ROOF INSULATION ELECTRICAL JUNCTION BOX. LOCATE CONTROL RELAYS ADJACENT TO ELECTRICAL JUNCTION BOX. RISER PLENUM 4" WATERTIGHT DRAIN PAN INTERMEDIATE SUPPORT STEEL, ALL SIDES LOW LEAK MOTORIZED DAMPER WITH OPERATOR ROLLED BEAD DISCHARGE BAFFLE SPUN INLET VENTURI BACKWARD INCLINED WHEEL MOTOR SUPPORT ASSEMBLY 18" INSULATED PREFABRICATED ROOF CURB DUCT MATE 3/4" NPT DRAIN FITTING AND CHROME PLATED BRASS CAP ROOF DECK FLASHING SUPPORT CAP ROOF SUPPORT CAP A A ROOF INSULATION LAG BOLT RAIL LENGTH SIZE CHART 2'-0" 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" SUPPORT CAP FLASHING ROOF INSULATION ROOF LAG BOLT SUPPORT BRACKET (WELDED TO CHANNEL) CONTINUOUS THREADED ROD DUCTWORK (REFER TO DRAWINGS FOR SIZE) CONTINUOUS THREADED ROD SUPPORT BRACKET (WELDED TO CHANNEL) DUCT SUPPORT SECTION DETAIL NOTES: A.G.C. TO CUT BACK INSULATION AND PROVIDE FLASHING. B.LOCATION, SETTINGS AND SECURING OF CURB BY HVAC. C.PROVIDE SHIMS WHERE REQUIRED TO LEVEL SUPPORT. D.LENGTH OF SUPPORTS AS CALLED FOR. PROVIDE BLOCKING BENEATH SUPPORTS IN FLUTES OF METAL DECKS. E.PROVIDE WIND RESTRAINT PER SPECIFICATION SECTION 230550-WIND RESTRAINT FOR HVAC SYSTEMS HEIGHT ADJUSTMENT DUCT SLIDE ASSEMBLY LATERAL ADJUST SPACER BRACKET STEEL SLIDE CHANNEL LATERAL ADJUST SPACER BRACKET STEEL SLIDE CHANNEL DUCT SIZE EQUIPMENT RAIL LENGTH UP TO 12" 12 1/4" TO 24" 24 1/4" TO 36" 36 1/4" TO 48" 48 1/4" TO 60" 60 1/4" TO 72" 72 1/4" TO 84" SECTION A-A DETAIL NOTES: A.AS AN ALTERNATE, IT IS ACCEPTABLE TO PIPE THE TRAP EXACTLY AS SHOWN IN THE MANUFACTURER'S INSTALLATION MANUAL. B.SEE SPECIFICATIONS FOR PIPE TYPE. DRAW THRU UNITS H/2 MIN. FAN INLET PRESSURE (NEG.) PITCHCOND. DRAIN PAN H = FAN INLET PRESSURE (NEG.) (IN. W.C.) + 1" COND. DRAIN PAN H = FAN OUTLET PRESSURE (IN. W.C.) + 1" MIN. H H 1" MIN. BLOW THRU UNITS (POSITIVE STATIC PRESSURE) CLEANOUT (TYP.) MIN. HEIGHT OF TRAP = H+1+1.5(PIPE DIA.) MIN. HEIGHT OF TRAP = 1.5H (1.5 x PIPE DIA.) SIZE TO MATCH UNIT CONNECTION, BUT NO SMALLER THAN 1" SIZE TO MATCH UNIT CONNECTION, BUT NO SMALLER THAN 1"FAN OUTLET PRESSURE 905040 60 8070 10002030 10905040 60 8070 10002030 10INLINE PUMP- SEE SCHEDULE FOR CAPACITY COMPOUND GAUGE STRAINER DRAIN VALVE W/HOSE END CONNECTION, CAP & CHAIN. FLANGE CONNECTION (TYP.) CHECK VALVE BALANCING VALVE ISOLATION VALVE, (TYP.) PRESSURE GAUGE BALL VALVE (TYP.) DETAIL NOTES: A.PRESSURE GAUGES -SELECT GAUGE RANGE TO PLACE MAXIMUM SYSTEM OPERATING PRESSURE IN MIDDLE THIRD OF RANGE. B.PROVIDE UNION ON PUMP INLET AND OUTLET IF PUMP IS NOT FLANGED. C.INSTALL PUMP WITH SHAFT HORIZONTAL. PIPING MAY BE INSTALLED HORIZONTAL, AS SHOWN, OR VERTICAL DEPENDING ON SITE CONDITIONS. D.INSTALL CHECK VALVE HORIZONTALLY, OR VERTICALLY WITH FLOW UPWARD. INSTALL STRAINER HORIZONTALLY. E.WHERE PIPING IS GREATER THAN 2", PROVIDE A TRIPLE DUTY VALVE IN PLACE OF CHECK VALVE, FLOW BALANCER AND SHUTOFF VALVE. F.OMIT BALANCING VALVE ON VARIABLE FLOW SYSTEMS. DRAWING NOTES: 1. RETURN/OUTSIDE AIR SECTION 2. ENERGY RECOVERY WHEEL 3. FILTER SECTION (MERV 8/13 COMBO) 4. DX COIL 5. ELETRIC HEATING COIL 6. SUPPLY FAN 7. CONDENSER SECTION X 1 2 3 4 5 6 7 A A ROLLER SUPPORT CONTINUOUS THREADED ROD LATERAL ADJUST SPACER BRACKET HEIGHT ADJUSTMEN TREMOVABLE PIPE RETAINER BRACKETPIPING AND INSULATIO N DETAIL NOTES: A.G.C. TO CUT BACK INSULATION AND PROVIDE FLASHING. B.LOCATION, SETTINGS AND SECURING OF CURB BY HVAC. C.PROVIDE SHIMS WHERE REQUIRED TO LEVEL SUPPORT D.LENGTH OF SUPPORTS AS CALLED FOR. PROVIDE BLOCKING BENEATH SUPPORTS IN FLUTES OF METAL DECKS. E.PROVIDE WIND RESTRAINT PER SPECIFICATION SECTION 230550-WIND RESTRAINT FOR HVAC SYSTEMS [230529-SEISMIC AND WIND RESTRAINT FOR MECHANICAL SYSTEMS]. SECTION A-A ROOF DECK ROOF INSULATIO N SUPPORT CAP FLASHING ROOF INSULATION ROOF LAG BOLT SUPPORT BRACKET (WELDED TO CHANNEL) CONTINUOUS THREADED ROD PIPE SUPPORT SECTION LATERAL ADJUST SPACER BRACKETSTEEL SLIDE CHANNEL FLASHING SUPPORT CAP ROOF SUPPORT CAP LAG BOLT CONTINUOUS THREADED ROD SUPPORT BRACKET (WELDED TO CHANNEL) HEIGHT ADJUSTMEN T LATERAL ADJUST SPACER BRACKET EXPANSION TANK (FIXED OR REPLACABLE BLADDER TYPE) INTERNAL STRAINER (WHERE SPECIFIED) TO SYSTEM FILL, OR GLYCOL PUMP AS APPLICABLE 6" CONCRETE PAD 24" MIN. THERMAL TRAP CENTRIFUGAL AIR SEPARATOR SIZED FOR SYSTEM FLOW AIR CHARGING VALVE (PRESSURIZED DRY TANK EQUAL TO FILL VALVE PRESSURE) DRAIN VALVE WITH HOSE CONNECTION LOCK-SHIELD VALVE TO PUMP SUCTION INSERT THIS TEE WHEN PARALLEL TANKS ARE TO BE USED INSTALL UNIT LEAVING ADEQUATE DISTANCE TO REMOVE STRAINER ON UNITS WITH A STRAINER FROM SYSTEM AUTOMATIC AIR VENT PRESSURE GAUGE WITH NEEDLE VALVE (TYPICAL) VALVE UNION SYSTEM CONNECTION (CONNECT TO SIDE OF MAIN HEADER) BLOWDOWN AND DRAIN VALVE WITH HOSE CONNECTION (WHERE SPECIFIED) PRESSURE RELIEF VALVE SET AT ____ PSI -PIPED TO FLOOR DRAIN (OR GLYCOL TANK WHERE APPLICABLE) PROVIDE BRACKET HANGERS WITH OVERHEAD SUPPORTS FOR SEPARATORS 10" DIA. AND LARGER FLOW SWITCH (FOR "CRITICAL ALARM") TO SYSTEM FILL RPZ WITH OPEN AIR GAP COLD WATER FILL ASSEMBLY TO DRAIN BY PLUMBING CONTRACTOR GLOBE VALVE PRESSURE REDUCING VALVE (PRV) -(SET AT ____ PSI) HIGH-CAPACITY AUTOMATIC AIR VENT TO DRAIN (OR GLYCOL TANK WHERE APPLICABLE) 120 V24 V CURRENT TRANSDUCER 120VAC/24VAC TRANSFORMER DAMPER SHALL OPEN WHEN DRYER OPERATES NORMALLY OPEN SPRING RETURN 24V AAD FOR MAKEUP DAMPER WORK PROVIDED BY ELEC. CONTRACTOR WORK PROVIDED BY MECH. CONTRACTOR PROVIDE FOR EACH DRYER IN THE LAUNDRY ROOM CAULK AIRTIGHT W ROOF DECK DUCT SUPPORT FLASHING ROOF INSULATION CONTINUOUSLY BRAZE OR SOLDER ENTIRE PERIMETER TO DUCT. MAKE WATERTIGHT SKIRT SAME MATERIAL AS DUCT ROUND, OVAL OR RECTANGULAR DUCT 180 DEG MINIMUM ROOF ROOF OPENING FRAMING BY GC DETAIL NOTES: A.G.C. TO PROVIDE ROOF OPENING, FRAMING AND FLASHING. B.LOCATION, SETTING AND SECURING OF CURB BY HVAC. C.PROVIDE SHIMS WHERE REQUIRED TO LEVEL CURB. D.FACE EAST UNLESS INDICATED OTHERWISE ON PLANS. E.PROVIDE WIND RESTRAINT PER SPECIFICATION SECTION 230550-WIND RESTRAINT FOR HVAC SYSTEMS 12" MINIMUM 1/4" MESH ALUMINUM BIRD SCREEN WITH REMOVABLE ALUMINUM ANGLE IRON FRAME DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/26/2020 5:04:38 PMM402 DETAILS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNOT TO SCALE4CHEMICAL POT FEEDER DETAIL 3/4 GALLON AND LARGER NOT TO SCALE5DOWNBLAST EXHAUST FAN DETAIL NOT TO SCALE1DUCTWORK SUPPORT DETAIL NOT TO SCALE6ROOFTOP UNIT CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE7INLINE PUMP PIPING DETAIL NTS8ERV-1 UNIT SECTIONS NOT TO SCALE2PIPE SUPPORT DETAIL NOT TO SCALE3AIR SEPARATOR AND EXPANSION TANK DETAIL - VERTICAL FLOOR MOUNTED-REPLACEABLE BLADDER REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 NTS9TYPICAL DRYER/MAKE-UP AIR DAMPER WIRING DIAGRAM NOT TO SCALE10GOOSENECK VENT DETAIL 1 SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR HP HP HP HP HP GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. SEE HEAT PUMP DETAILS FOR ALL VALVE REQUIREMENTS. DRAWING NOTES: 1. VERTICAL STACK HEAT PUMP UNIT. 2. HEAT PUMP WATER SUPPLY AND RETURN PIPING TO MAIN ABOVE 6TH FLOOR CEILING. 3. OFFSET PIPING ABOVE CEILING AT THIS FLOOR. REFER TO PIPING PLANS FOR MORE DETAIL. 4. PROVIDE ISOLATION VALVES OFF MAINS TO EACH HEAT PUMP PRIOR TO CONNECTION TO FLEX HOSE KITS. 5. 1" HWS/R TO HEAT PUMP. 2 1 1 1 1 1 3/4" HPWS&R 1" HPWS&R 1" HPWS&R 1 1/4" HPWS&R 1 1/4" HPWS&R 3 5 5 5 5 SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR HP HP HP HP HP 2 1 1 1 1 1 1" HPWS&R 1" HPWS&R 1 1/4" HPWS&R 1 1/2" HPWS&R 1 1/2" HPWS&R GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. SEE HEAT PUMP DETAILS FOR ALL VALVE REQUIREMENTS. DRAWING NOTES: 1. VERTICAL STACK HEAT PUMP UNIT. 2. HEAT PUMP WATER SUPPLY AND RETURN PIPING TO MAIN ABOVE 6TH FLOOR CEILING. 3. PROVIDE ISOLATION VALVES OFF MAINS TO EACH HEAT PUMP PRIOR TO CONNECTION TO FLEX HOSE KITS. 4. 1" HWS/R TO HEAT PUMP. 4 4 4 4 4 SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR HP HP HP HP HP 2 1 1 1 1 11" HPWS&R 1 1/4" HPWS&R 1 1/2" HPWS&R 1 1/2" HPWS&R 2" HPWS&R 3 3 GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. SEE HEAT PUMP DETAILS FOR ALL VALVE REQUIREMENTS. DRAWING NOTES: 1. VERTICAL STACK HEAT PUMP UNIT. 2. HEAT PUMP WATER SUPPLY AND RETURN PIPING TO MAIN ABOVE 6TH FLOOR CEILING. 3. OFFSET PIPING ABOVE CEILING AT THIS FLOOR. REFER TO PIPING PLANS FOR MORE DETAIL. 4. PROVIDE ISOLATION VALVES OFF MAINS TO EACH HEAT PUMP PRIOR TO CONNECTION TO FLEX HOSE KITS. 5. 1" HWS/R TO HEAT PUMP. 5 5 5 5 5 SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR HP HP HP HP 2 1 1 1 1 3/4" HPWS&R 1" HPWS&R 1 1/4" HPWS&R 1 1/4" HPWS&R 3 GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. SEE HEAT PUMP DETAILS FOR ALL VALVE REQUIREMENTS. DRAWING NOTES: 1. VERTICAL STACK HEAT PUMP UNIT. 2. HEAT PUMP WATER SUPPLY AND RETURN PIPING TO MAIN ABOVE 6TH FLOOR CEILING. 3. OFFSET PIPING ABOVE CEILING AT THIS FLOOR. REFER TO PIPING PLANS FOR MORE DETAIL. 4. PROVIDE ISOLATION VALVES OFF MAINS TO EACH HEAT PUMP PRIOR TO CONNECTION TO FLEX HOSE KITS. 5. 1" HWS/R TO HEAT PUMP. 5 5 5 5 SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR HP HP HP HP HP 2 1 1 1 1 11" HPWS&R 1" HPWS&R 1 1/4" HPWS&R 1 1/4" HPWS&R 1 1/2" HPWS&R 3 3 GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. SEE HEAT PUMP DETAILS FOR ALL VALVE REQUIREMENTS. DRAWING NOTES: 1. VERTICAL STACK HEAT PUMP UNIT. 2. HEAT PUMP WATER SUPPLY AND RETURN PIPING TO MAIN ABOVE 6TH FLOOR CEILING. 3. OFFSET PIPING ABOVE CEILING AT THIS FLOOR. REFER TO PIPING PLANS FOR MORE DETAIL. 4. PROVIDE ISOLATION VALVES OFF MAINS TO EACH HEAT PUMP PRIOR TO CONNECTION TO FLEX HOSE KITS. 5. 1" HWS/R TO HEAT PUMP. 5 5 5 5 5 SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR HP HP HP HP HP 2 1 1 1 1 13/4" HPWS&R 1" HPWS&R 1" HPWS&R 1 1/4" HPWS&R 1 1/2" HPWS&R 3 3 GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. SEE HEAT PUMP DETAILS FOR ALL VALVE REQUIREMENTS. DRAWING NOTES: 1. VERTICAL STACK HEAT PUMP UNIT. 2. HEAT PUMP WATER SUPPLY AND RETURN PIPING TO MAIN ABOVE 6TH FLOOR CEILING. 3. OFFSET PIPING ABOVE CEILING AT THIS FLOOR. REFER TO PIPING PLANS FOR MORE DETAIL. 4. PROVIDE ISOLATION VALVES OFF MAINS TO EACH HEAT PUMP PRIOR TO CONNECTION TO FLEX HOSE KITS. 5. 1" HWS/R TO HEAT PUMP. 5 5 5 5 5 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:23 PMM500 RISER DIAGRAMS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNTS1PIPING RISER #1 NTS6PIPING RISER #6 NTS2PIPING RISER #2 NTS3PIPING RISER #3 NTS4PIPING RISER #4 NTS5PIPING RISER #5 REVISION SCHEDULE NAME DATE BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR ROOF HP-315 CHEMICAL POT FEEDER. SEE DETAILS FOR VALVING AND ACCESSORIES. P-1 P-2 HP-104A HP-001A HP-214 HP-104B HP-103 HP-001B HP-104C HP-102 HP-416 HP-515 HP-408 (VERTICAL STACK) HP-308 (VERTICAL STACK) BOILER B-2 BOILER B-1BP-1BP-2AIR SEPARATOR HUNG FROM STRUCTURE AIR VENT EXPANSION TANK EVAPORATIVE COOLER EC-1 GENERAL NOTE: A. REFER TO PIPING PLANS FOR MORE DETAIL. B. REFER TO HEAT PUMP WATER SYSTEM PIPING SCHEMATIC ON DRAWING M502 FOR FULL VALVING AND PIPING ACCESSORIES. DRAWING NOTES: 1. ALL EQUIPMENT IN OUTLINED AREA IN SIXTH FLOOR MECHANICAL AND ELECTRICAL ROOMS. REFER TO PIPING ON M502 SCHEMATIC AND ENLARGED PLAN ON M304 FOR MORE DETAIL. 2. PIPING CONTINUED ON 6TH FLOOR TO VERTICAL STACK HEAT PUMP PIPE RISER. REFER TO PIPING PLANS AND RISER DIAGRAMS ON M500 FOR MORE DETAIL. 3. 2" HPWS&R TAPS FOR FUTURE. 4. REMOTE DIFFERENTIAL PRESSURE SENSOR PROVIDED BY PUMP MANUFACTURER. 5. OUTLINE OF RATED SHAFT ENCLOSURE. 1 2 2 2 2 2 2 3 3 DP TO LOOP PUMPS 4 2" HPWS&R 1 1/4" HPWS&R 1" HPWS&R 1 1/4" HPWS&R 1 1/4" HPWS&R 3/4" HPWS&R 1" HPWS&R 4" HPWS&R 4" HPWS&R 2" HPWS&R 2" HPWS&R 2 1/2" HPWS&R 3" HPWS&R 3" HPWS&R 3" HPWS&R 3/4" HPWS&R 3/4" HPWS&R HP-615 3/4" HPWS&R 3" HPWS&R 3" HPWS&R 5 5 1" HPWS&R BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR ROOF ERV-1 12x10 12x1012x1012x1020x12 20x12 600 CFM 1745 CFM 26x1226x12765 CFM 840 CFM 1010 CFM 815 CFM 745 CFM 14x10 14x10 14x10 14x10 16x10 16x10 14x10 16x8 14x10 16x8 28x1428x1434x1434x1436x1636x1640x1640x1644x1644x16FD/SD FD/SD FD/SD FD/SD FD/SD FD/SD FD/SD DRAWING NOTES: 1. VENTILATION SUPPLY AND RETURN DUCTWORK IN CORRIDOR CEILING TO SERVE FLOOR. 2. OUTLINE OF RATED SHAFT ENCLOSURE. 3. PROVIDE COMBINATION FIRE/SMOKE DAMPER AT DUCTWORK PENETRATION OF RATED SHAFT ENCLOSURE. 4. DUCTWORK RUNNING ON ROOF. REFER TO ROOF PLAN FOR MORE INFORMATION. 5. ERV-1 ON ROOF. REFER TO ROOF PLAN FOR MORE INFORMATION. GENERAL NOTE: A. REFER TO DUCTWORK PLAN FOR MORE DETAIL. 1 1 1 1 1 1 1 2 2 FD/SD 3 3 3 3 3 3 3 3 4 5 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:24 PMM501 RISER DIAGRAMS - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNTS2HEAT PUMP WATER RISER DIAGRAM - HVAC NTS1ERV-1 DUCT SYSTEM RISER DIAGRAM REVISION SCHEDULE NAME DATE PIPE TO NEAREST FLOOR DRAIN IN 6TH FLOOR MECH ROOM. PACKAGED WATER TREATMENT SYSTEM 11/2" ALL PIPING LOCATED OUTDOORS SHALL BE PITCHED TOWARDS ROOF AND DRAINABLE REFER TO PLUMBING PLANS FOR MAKE-UP WATER AND DRAIN REQUIREMENTS HEAT TRACE AND INSULATE ALL OUTDOOR PIPING. REFER TO SPECIFICATIONS AND ELECTRICAL PLANS FOR FURTHER REQUIREMENTS HIGH- CAPACITY AUTOMATIC AIR VENT DRAWING NOTES: 1 2 2 BYPASS VALVE SHALL BE PROVIDED FOR SERVICE AND LOCKED IN THE FULLY CLOSED POSITION DURING NORMAL OPERATION. PROVIDE UNION ON PUMP INLET AND OUTLET IF PUMP IS NOT FLANGED. TRIPLE DUTY VALVE SHALL BE LOCKED IN THE FULLY OPEN POSITION ONCE THE SYSTEM HAS BEEN BALANCED. 1 2 3 3 3 1" DOMESTIC WATER CONNECTION REFER TO PLUMBING DRAWINGS 3/4" REFER TO CHEMICAL POT FEEDER DETAIL FOR FURTHER REQUIREMENTS AUTOMATIC AIR VENT 1"CONNECT TO SIDE OF PIPE RELIEF VALVE (50 PSI) PIPE TO NEAREST FLOOR DRAIN LOCK-SHEILD VALVE TD TD FEED WATER PRESSURE REGULATOR PIPE TO NEAREST FLOOR DRAIN 3/4" 3/4" CHEMICAL POT FEEDER 3/4"3/4" SPIROVENT AIR SEPARATOR MODEL VSR800 3/4"PRESSURE RELIEF VALVE (BY UNIT MANUFACTURER) PIPE RELIEF VALVE TO 6" A.F.F PRESSURE RELIEF VALVE (BY UNIT MANUFACTURER) PIPE RELIEF VALVE TO 6" A.F.F NEUTRALIZER KIT (BY UNIT MANUFACTURER) PIPE CONDENSATE TO NEAREST FLOOR DRAIN3/4" DRAIN VALVEW/ HOSE END (TYP) LWCO (BY UNIT MANUFACTURER) HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY BOILER B-1 BP-1 BP-2 BLOWDOWN AND DRAIN VALVE WITH HOSE CONNECTION DRAIN VALVE W/ HOSE CONNECTION CONDENSATE TRAP (BY UNIT MANUFACTURER) VACUUM BREAK VACUUM BREAK PIPE CONDENSATE TO NEAREST FLOOR DRAIN 3/8"VENT 3/8"VENT 1"1"3/4"LWCO (BY UNIT MANUFACTURER ) NEUTRALIZER KIT (BY UNIT MANUFACTURER) CONDENSATE TRAP (BY UNIT MANUFACTURER)3/4" DRAIN VALVEW/ HOSE END (TYP) P-2 P-1 EXPANSION TANK 106 GALLON ACCEPTANCE VOLUME (PRECHARGE TANK TO 30 PSI) ARMSTRONG A-400L OR EQUAL 12" MAX 24" MIN. THERMAL TRAP COIL AIR VENT EVAPORATIVE COOLER EC-1 ROOF MECHANICAL ROOM 4" LINE- SIZED BYPASS 4" HPWR4" HPWR 4"4"4"4"4" HPWR 4" HPWS 4" HPWS6"6"3"3"2"2"2" 2" BOILER B-2 SEE IN-LINE PUMP DETAIL FOR ALL VALVE REQUIREMENTS SEE IN-LINE PUMP DETAIL FOR ALL VALVE REQUIREMENTS SEE DETAIL ON M-401 FOR ALL VALVE REQUIREMENTS SYSTEM RETURN SENSOR SYSTEM RETURN SENSOR TS SYSTEM RETURN SENSOR TSTS DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:25 PMM502 HEAT PUMP WATER SYSTEM SCHEMATIC - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNTS1HEAT PUMP WATER SYSTEM PIPING SCHEMATIC - HVAC REVISION SCHEDULE NAME DATE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/27/2020 9:52:51 AMM600 SCHEDULES - HVAC 02/14/19 2017054 NED 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description8.PROVIDE UNIT WITH MERV-8 PRE-FILTER AND MERV-13 FINAL FILTERS. 7. UNIT SHALL HAVE FACTORY SUPPLY AND EXHAUST FAN VARIABLE FREQUENCY DRIVES. 6. PROVIDE A FACTORY NON-FUSED DISCONNECT SWITCH. 5. PROVIDE A HUMIDITY SENSOR FOR DUCT MOUNTING IN THE FIELD. 4. UNIT SHALL BE PROVIDED WITH FACTORY DDC CONTROLS, AND SHALL COMMUNICATE WITH THE DDC SYSTEM THRU A BACNET CONNECTION. 3. PROVIDE A 30" CUSTOM HORIZONTAL CURB LEAVING AIR TEMPERATURES, WITH INCOMING AMBIENT OUTDOOR AIR DESIGN TEMPERATURES OF 90 DB / 78 WB SUMMER AND 0 DB WINTER. 2. COOLING COIL AND HEATING COIL ENTERING AIR TEMPERATURES SHOWN ABOVE ARE BASED UPON ENERGY RECOVERY WHEEL 1. PROVIDE UNIT WITH TOTAL ENERGY RECOVERY WHEEL FOR EXHAUST AIR HEAT RECOVERY. REMARKS: ERV-1 ROOF VENTILATION AIR 6500 6500 1.5 3.8 SWSI AF (1)24 5.96 7.5 1489 DIRECT 6500 1.0 SWSI AF 1 4.20 8 ECM 0 6500 41.9 33.1 6500 70 50 6500 41.9 33.1 6500 89 6500 79.5 67.1 6500 250 177 79.6 67.2 54.8 54.8 303.7 4 15 0.33 R-410A TYPE FAN NO. & MIN... BHP EACH MOTOR HP... FAN RPM DRIVE TYPE FAN NO. & MIN DIA. BHP EACH MOTOR HP EACH DRIVE DB CFM DB WB CFM DB WB CFM DB WB CFM DB CFM DB WB CFM DB WB DB WB AIR FLOW (CFM) O.A. (CFM) EXT. STATIC (In. WC) TOTAL STATIC (In. WC) FAN CHARACTERISTICS AIR FLOW (CFM) EXT. STATIC (In. WC) FAN CHARACTERISTICS O.A. ENTERING S.A. LEAVING R.A. ENTERING MIXED AIR O.A. ENTERING S.A. LEAVING TOTAL CAPACITY (MBH) SENS CAPACITY (MBH) EAT (DEG. F) LAT (DEG. F)FACE VEL (FPM) ROWS FINS PER INCH AIR P.D. (In. WC)REFRIGERANTUNIT NO. LOCATION SERVICE SUPPLY FAN EXHAUST FAN WINTER DESIGN CONDITIONS - FOR WHEEL SUMMER DESIGN CONDITIONS COOLING COIL (DX) PACKAGED ENERGY RECOVERY VENTILATION UNIT SCHEDULE - DX/ELECTRIC/HEAT WHEEL 6500 0.21 204 60 54.8 70 107 0.06 208 3 272 287 300 DAIKIN DPS020A 1-8 CFM (DEG. F) (DEG. F) ENT. AIR TEMP LVG. AIR TEMP AIR FLOW AIR P.D. (IN WC) TOTAL CAPACITY (MBH) TOTAL CAPACITY (KW) AIR SIDE CAPACITY (MBH) AIR P.D.(In WC) VOLTS PHASE FLA MCA MROPD ELECTRIC HEAT REHEAT COIL - HOT GAS UNIT ELECTRICAL CHARACTERISTICS MANUFACTURER & MODEL No. REMARKS 3. PROVIDE SYSTEM SUPPLY AND RETURN TEMPERATURE SENSORS, PACKAGED BOILER CONTROLS WITH BOILER PUMP CONTROLS. 2. PROVIDE WITH CONDENSATE NEUTRALIZER KIT. 1. PROVIDE WITH FLOW SWITCH, MANUAL RESET HIGH LIMIT, TEMPERATURE AND PRESSURE GAUGE, STRAINER AND RELIEF VALVE. (FIELD INSTALLED) REMARKS: B-2 MECH ROOM 612 HEAT PUMP LOOP ELECTRIC 473 WATER 120 150 38 140 208 60 3 389 FULTON FB-W 140 1-3 B-1 MECH ROOM 612 HEAT PUMP LOOP ELECTRIC 473 WATER 120 150 38 140 208 60 3 389 FULTON FB-W 140 1-3 KW VOLTS HZ PHASE AMPS BOILER UNIT NO. LOCATION SERVICE TYPE MBH FLUID ENT. WATER TEMP. (DEG. F) LVG. WATER TEMP. (DEG. F) FLOW RATE GPM (DESIGN/MIN.) ELEC. CHARACTERISTICS MANUFACTURER & MODEL No. REMARKS BOILER SCHEDULE - ELECTRIC 3. PUMP P-2 IS A STAND BY PUMP. RUN TIMES SHALL BE EQUALIZED OVER LIFE OF PUMPS. 2. PROVIDE WITH DIFFERENTIAL PRESSURE SENSOR (FIELD INSTALLED PER MANFUACTURER'S RECOMMENDATIONS) 1. EC MOTOR (ELECTRONICALLY COMMUTATED) REMARKS: P-2 MECHL ROOM HEAT PUMP LOOP BASE 225 70 232 3467 10 208 3 ASD BY ELEC 90 GRUNDFOS CR 45-1 2,3 P-1 MECH ROOM HEAT PUMP LOOP BASE 225 70 232 3467 10 208 3 ASD BY ELEC 90 GRUNDFOS CR 45-1 2 BP-2 MECH ROOM BOILER B-2 INLINE 38 20 175 2100 280W 115 1 INTEGRAL ASD 47 GRUNDFOS MAGNA3 40-80 1 BP-1 MECH ROOM BOILER B-1 INLINE 38 20 175 2100 280W 115 1 INTEGRAL ASD 47 GRUNDFOS MAGNA3 40-80 1 FLOW (GPM) TOTAL HEAD IN FEET RPM HP VOLTS PHASE STARTER PUMP NO. LOCATION SERVICE UNIT TYPE & DESCRIPTION PUMP CAPACITY MAX WWP MOTOR CHARACTERISTICS MIN. PUMP EFF. (%) MANUFACTURER & MODEL No. REMARKS PUMP SCHEDULE 1. PROVIDE WITH OPPOSED BLADE DAMPER REMARKS: TG TRANSFER STEEL WHITE LIMA 700 1 RRA RETURN/EXHAUST STEEL WHITE CONTINENTAL G35 1 B RETURN/EXHAUST ALUMINUM WHITE TITUS MODEL 355-FL 1 A RETURN/EXHAUST STEEL WHITE TITUS MODEL 355-RL 1 RS1 SUPPLY STEEL WHITE CONTINENTAL 23 1 2 SUPPLY STEEL WHITE TITUS 272-RL 1 1 SUPPLY STEEL WHITE TITUS OMNI 1 TYPE APPLICATION MATERIAL FINISH MANUFACTURER & MODEL No. REMARKS REGISTER GRILLE AND DIFFUSER SCHEDULE 3. COLOR SELECTION BY ARCHITECT. 2. PROVIDE UNIT WITH SURFACE MOUNTING FRAME KIT. 1. PROVIDE UNIT WITH FACTORY CONCEALED TAMPER RESISTANT THERMOSTAT. REMARKS: EWH-5 STAIR ST-3 ENTRANCE RECESSED 100 7 2 208 1 QMARK AWH4408F 1,3 EWH-4 STAIR ST-3 - ROOF ACCESS SURFACE MOUNT 100 7 2 208 1 QMARK AWH4408F 1,2,3 EWH-3 STAIR ST-3 - 5TH FLOOR SURFACE MOUNT 100 7 2 208 1 QMARK AWH4408F 1,2,3 EWH-2 STAIR ST-3 - 3RD FLOOR SURFACE MOUNT 100 7 2 208 1 QMARK AWH4408F 1,2,3 EWH-1 STAIR ST-3 - 1ST FLOOR SURFACE MOUNT 100 7 2 208 1 QMARK AWH4408F 1,2,3 CAPACITY (KW)VOLTS PHASE UNIT NO. LOCATION TYPE AIR FLOW (CFM) CAPACITY (MBH) ELEC CHARACTERISTICS MANUFACTURER & MODEL No. REMARKS WALL HEATER SCHEDULE - ELECTRIC 9. SERVICE LADDER AND PLATFORM (FIELD INSTALLED). FACTORY MOUNTED FEEDER, BIO CONTROL FEEDER. SEE SPECIFICATION SECTION FOR REQUIRMENTS. 8. WATER TREATMENT SYSTEM. SYSTEM SHALL INCLUDE CONDUCTIVITY CONTROLLLER & PROBE, BLOWDOWN VALVE, ISOLATION VALVE (FIELD MOUNTED), FIELD MOUNTED AT UNIT. ENCLOSURE. CAPABLE OF CONTROLLING PAN HEATERS, DAMPERS, SPRAY PUMPS, VIBRATION SWITCH, FAN MOTOR, WATER TREATMENT SYSTEM. PANEL SHALL BE 7. MOTOR CONTROL CENTER FIELD INSTALLED BY M.C. AND WIRED BY E.C. INCLUDES SINGLE POINT DISCONNECT, CONTROL TRANSFORMER, INTEGRAL ASD, NEMA 3R 6. IBC COMPLIANT UP TO 1G. 5. INVERTER CAPABLE, PREMIUM EFFICIENT FAN MOTOR 4. VIBRATION SWITCH 3. ELECTRIC IMMERSION HEATERS (-20 DEG F AMBIENT) 5kW EACH 2. CAPACITY CONTROL DAMPERS. 1. DISCHARGE HOOD. REMARKS: EC-1 TOWER ROOF HEAT PUMP WATER LOOP INDUCED DRAFT COUNTERFLOW 1,080 90 76 225 100 90 9.35 26,660 1 15.0 208 3 3.0 142 1 1 3.5 - 208 60 3 100 70 BAC-VFL-036-31L 1,2,3,4,5,6,7,8,9 ENT. (DEG. F) LVG. (DEG. F)NO.HP EACH VOLTS PHASE NO. HP EACH COIL FLOW (GPM) WATER TEMP.COIL PRESS. DROP (FT) AIR FLOW (CFM) FAN MOTOR(S)WATER FLOW (GPM) MOTORS VOLTS HZ PHASE MOP MCA UNIT NO. LOCATION SERVICE UNIT TYPE & DESCRIPTION CAPACITY (MBH) CAPACITY (TONS) AMB. AIR TEMP. WET BULB (DEG. F) COIL FAN EVAP. RATE (GPM) SPRAY PUMP MAKE-UP WATER FLOW (GPM) OVERALL SOUND PRESSURE LEVEL (dBA) ELECTRICAL MANUFACTURER & MODEL No. REMARKS CLOSED CIRCUIT EVAPORATIVE FLUID COOLER SCHEDULE 4.PROVIDE REMOTE MOUNTED TAMPERPROOF THERMOSTAT. 3. COLOR SELECTION BY ARCHITECT. 2. PROVIDE T-BAR FRAME KIT, ALL ACCESS TO FILTERS SHALL BE THRU BOTTOM OF UNIT. 1. PROVIDE UNIT MOUNTED DISCONNECTS. REMARKS: CUH-2 VEST. N100 CEILING RECESSED 13.6 4 208 1 19.2 QMARK EEF4008 1-4 CUH-1 VEST. N100 CEILING RECESSED 13.6 4 208 1 19.2 QMARK EEF4008 1-4 CAPACITY (KW)VOLTS PHASE AMPS UNIT NO. LOCATION TYPE CAPACITY (MBH) ELEC CHARACTERISTICS MANUFACTURER & MODEL No. REMARKS CABINET UNIT HEATER SCHEDULE - ELECTRIC REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 3. PROVIDE UNIT MOUNTED THERMOSTAT AND DISCONNECT. 2.PROVIDE FACTORY WALL MOUNTING BRACKET FOR HORIZONTAL DISCHARGE.1. SET THERMOSTAT TO 55 DEG F. REMARKS: EUH-5 WATER METER HORIZONTAL 10.2 350 1600 1/100 9'-0" 12 3 1 208 1 14.5 QMARK MUH0381 1,2,3 EUH-4 TRASH/RECYCLE HORIZONTAL 10.2 350 1600 1/100 9'-0" 12 3 1 208 1 14.5 QMARK MUH0381 1,2,3 EUH-3 LOADING ZONE HORIZONTAL 25.6 650 1600 1/30 9'-0" 18 7.5 1 208 1 36 QMARK MUH078 1,2,3 EUH-2 ELECTRICAL ROOM HORIZONTAL 25.6 650 1600 1/30 9'-0" 18 7.5 1 208 1 36 QMARK MUH078 1,2,3 EUH-1 MECHANICAL ROOM HORIZONTAL 25.6 650 1600 1/30 9'-0" 18 7.5 1 208 1 36 QMARK MUH078 1,2,3 AIR FLOW (CFM) FAN SPEED (RPM) MOTOR HP CAPACITY (KW) NO. OF STEPS VOLTS PHASE AMPS UNIT NO. LOCATION TYPE CAPACITY MBH AIR SIDE MOUNTING HEIGHT THROW (Ft.) ELEC CHARACTERISTICS MANUFACTURER & MODEL No. REMARKS UNIT HEATER SCHEDULE - ELECTRIC 1 3. PROVIDE FAN WITH WHITE WALL CAP WCA-6 OR EQUAL, WHILE ALUMINUM GRILLE AND BACKDRAFT DAMPER. 2. PROVIDE FAN WITH REMOTE MOUNTED THERMOSTAT TO CONTROL FAN OPERATION BASE ON SPACE TEMPERATURE. PROVIDE WITH GRAVITY BACK DRAFT DAMPER. 1. PROVIDE FAN WITH UNIT MOUNTED DISCONNECTS. REMARKS: EF-5 ELECTRICAL ROOM-4TH FLOOR EXHAUST CEILIING CENT. 400 0.5 1400 2288 880 3 DIRECT 1400 115w 115 60 1 BY ELEC COOK-GC-622 1,3 EF-4 ELECTRICAL ROOM-BASEMENT EXHAUST CEILIING CENT. 400 0.5 1400 2288 880 3 DIRECT 1400 115w 115 60 1 BY ELEC COOK-GC-622 1,3 EF-3 ROOF ELEVATOR EXHAUST DOME CENT. 780 0.375 1650 4319 1188 9.9 BELT 1750 .167 120 60 1 BY ELEC COOK ACEB-100 1,2 EF-2 LOADING LOADING/TRASH COMPACTOR CEILING CENT. 770 0.25 1625 2288 880 6.5 DIRECT 1400 336w 115 60 1 BY ELEC COOK -GC-740 1,3 EF-1 TRASH/RECYCLE TRASH/RECYCLE CEILING CENT. 460 0.25 1400 2288 880 3 DIRECT 1400 135w 115 60 1 BY ELEC COOK -GC-622 1,3 TYPE BLADE TYPE CFM S.P. (In. WC) FAN RPM MAX. TIP SPEED (FPM) MAX. OUTLET VELOCITY (FPM)SONES DRIVE RPM HP VOLTS HZ PHASE STARTER UNIT NO. LOCATION SERVICE FAN CHARACTERISTICS MOTOR CHARACTERISTICS MANUFACTURER & MODEL No. REMARKS FAN SCHEDULE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:33:31 PMM601 SCHEDULES - HVAC 02/14/19 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE 7. PROVIDE WITH FACOTRY MOUNTED DISCONNECT 6. PROVIDE WITH MASS PLATE AND COMPRESSOIR SOUND BLANKET 5. PROVIDE WITH 3/8" CLOSED CELL FOAM INSULATED CABINET. 4. PROVIDE UNIT INTEGRAL FACTORY MOUNTED ISOLATION VAVLES, UNIONS, AUTOMATIC FLOOW CONTROL VALVE, 2-WAY MOTORIZED VALVE (N.C), Y-STRAINER WITH BLOW DOWN BALL VALVE, CAP AND CHAIN TEST PORTS, AND AIR VENT. 3. PROVIDE UNIT WITH HOSE KIT INCLUDING ISOLATION VALVES, UNIONS, AUTOMATIC FLOW CONTROL VALVE, 2-WAY MOTORIZED VALVE, Y-STRAINER WITH BLOW DOWN, CAP AND CHAIN, TEST PORTS AND AIR VENT. 2. PROVIDE UNIT WITH ECM MOTOR. 1. PROVIDE MERV 8 PLEATED FILTER REMARKS: HP-615 6TH FLOOR HORIZONTAL 315 .48 1/8 MEDIUM WATER 1.9 8.9 90 102.4 75 65 56.1 55.6 6.4 8.8 11.6 10.5 70 59.4 72 110.2 12.9 10 4.4 208 1 5.0 6.0 DAIKIN WCCH009 1,3,7 HP-611 6TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-610 6TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-609 6TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-608 6TH FLOOR VERTICAL STACK 800 0.3 1/3 MEDIUM WATER 5 7.38 90 101.1 75 65 57.8 55.6 14.8 22.4 27.8 14 70 61 72 104.6 28 22.5 5.01 208 1 30 15.5 DAIKIN WVHC024 1,2,4,5,6,7 HP-607 6TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-606 6TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-605 6TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-604 6TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-603 6TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-602 6TH FLOOR VERITCAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-601 6TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-515 5TH FLOOR HORIZONTAL 315 0.48 1/8 MEDIUM WATER 1.9 8.9 90 102.4 75 65 56.1 55.6 6.4 8.8 11.6 10.5 70 59.4 72 110.2 12.9 10 4.4 208 1 5.0 6.0 DAIKIN WCCH009 1,3,7 HP-511 5TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-510 5TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-509 5TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-508 5TH FLOOR VERTICAL STACK 800 0.3 1/3 MEDIUM WATER 5 7.38 90 101.1 75 65 57.8 55.6 14.8 22.4 27.8 14 70 61 72 104.6 28 22.5 5.01 208 1 30 15.5 DAIKIN WVHC024 1,2,4,5,6,7 HP-507 5TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-506 5TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-505 5TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-504 5TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-503 5TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-502 5TH FLOOR VERITCAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-501 5TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-416 4TH FLOOR HORIZONTAL 315 .48 1/8 MEDIUM WATER 1.9 8.9 90 102.4 75 65 56.1 55.6 6.4 8.8 11.6 10.5 70 59.4 72 110.2 12.9 10 4.4 208 1 15 6.0 DAIKIN WCCH009 1,3,7 HP-412 4TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-411 4TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-410 4TH FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-409 4TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-408 4TH FLOOR VERTICAL STACK 800 0.3 1/3 MEDIUM WATER 5 7.38 90 101.1 75 65 57.8 55.6 14.8 22.4 27.8 14 70 61 72 104.6 28 22.5 5.01 208 1 30 15.5 DAIKIN WVHC024 1,2,4,5,6,7 HP-407 4TH FLOOR VERTICAL STACK 450 0.3 0.10 MEDIUM WATER 2.5 11 90 101.5 75 65 59 56.4 7.7 11.5 14.5 12.8 70 60.7 72 103 15 11.9 4.93 208 1 15 6.1 DAIKIN WVHC012 1,2,4,5,6,7 HP-406 4TH FLOOR VERTICAL STACK 450 0.3 0.10 MEDIUM WATER 2.5 11 90 101.5 75 65 59 56.4 7.7 11.5 14.5 12.8 70 60.7 72 103 15 11.9 4.93 208 1 15 6.1 DAIKIN WVHC012 1,2,4,5,6,7 HP-405 4TH FLOOR VERTICAL STACK 800 0.3 1/3 MEDIUM WATER 5 7.38 90 101.1 75 65 57.8 55.6 14.8 22.4 27.8 14 70 61 72 104.6 28 22.5 5.01 208 1 30 15.5 DAIKIN WVHC024 1,2,4,5,6,7 HP-404 4TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-403 4TH FLOOR VERITCAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-402 4TH FLOOR VERITCAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-401 4TH FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-316 3RD FLOOR HORIZONTAL 315 .48 1/8 MEDIUM WATER 1.9 8.9 90 102.4 75 65 56.1 55.6 6.4 8.8 11.6 10.5 70 59.4 72 110.2 12.9 10 4.4 208 1 15 6.0 DAIKIN WCCH009 1,3,7 HP-312 3RD FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-311 3RD FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-310 3RD FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-309 3RD FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-308 3RD FLOOR VERTICAL STACK 800 0.3 1/3 MEDIUM WATER 5 7.38 90 101.1 75 65 57.8 55.6 14.8 22.4 27.8 14 70 61 72 104.6 28 22.5 5.01 208 1 30 15.5 DAIKIN WVHC024 1,2,4,5,6,7 HP-307 3RD FLOOR VERTICAL STACK 450 0.3 0.10 MEDIUM WATER 2.5 11 90 101.5 75 65 59 56.4 7.7 11.5 14.5 12.8 70 60.7 72 103 15 11.9 4.93 208 1 15 6.1 DAIKIN WVHC012 1,2,4,5,6,7 HP-306 3RD FLOOR VERTICAL STACK 450 0.3 0.10 MEDIUM WATER 2.5 11 90 101.5 75 65 59 56.4 7.7 11.5 14.5 12.8 70 60.7 72 103 15 11.9 4.93 208 1 15 6.1 DAIKIN WVHC012 1,2,4,5,6,7 HP-305 3RD FLOOR VERTICAL STACK 800 0.3 1/3 MEDIUM WATER 5 7.38 90 101.1 75 65 57.8 55.6 14.8 22.4 27.8 14 70 61 72 104.6 28 22.5 5.01 208 1 30 15.5 DAIKIN WVHC024 1,2,4,5,6,7 HP-304 3RD FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-303 3RD FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-302 3RD FLOOR VERITCAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-301 3RD FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-214 2ND FLOOR HORIZONTAL 630 0.65 1/3 MEDIUM WATER 3.8 5.8 90 98.7 74 64 55 53.9 12.8 18.4 23 13.18 70 62.5 72 108.5 24.8 20 5.07 208 1 20 14.3 DAIKIN WCCH019 1,3,7 HP-210 2ND FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-209 2ND FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-208 2ND FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-207 2ND FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-206 2ND FLOOR VERTICAL STACK 500 0.3 1/3 MEDIUM WATER 3.1 3.15 90 100 75 65 59.1 55.8 8.5 13.6 17 13.7 70 60.5 72 106.4 18.5 14.9 5.12 208 1 15 7.8 DAIKIN WVHC015 1,2,4,5,6,7 HP-205 2ND FLOOR VERTICAL STACK 700 0.3 1/3 MEDIUM WATER 4.38 5.87 90 100 75 65 54.1 53.5 12.3 19.5 24.2 13.83 70 61.1 72 104.3 24.3 19.4 4.91 208 1 15.0 11.58 DAIKIN WVHC021 1,2,4,5,6,7 HP-204 2ND FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-203 2ND FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-202 2ND FLOOR VERITCAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-201 2ND FLOOR VERTICAL STACK 430 0.3 0.10 MEDIUM WATER 1.88 6.50 90 102.2 75 65 59.2 57.6 7.3 9.6 12.2 12.63 70 60 72 100 12.8 10.1 5.63 208 1 15 5.0 DAIKIN WVHC009 1,2,4,5,6,7 HP-104C 1ST FLOOR HORIZONTAL 800 0.55 1/3 MEDIUM WATER 5.0 3.5 90 99 74 64 55.1 54.6 16.3 21.8 27.8 12.45 70 62 72 106.2 29.5 23.5 4.94 208 1 30 19.9 DAIKIN WCCH024 1,3,7 HP-104B 1ST FLOOR HORIZONTAL 800 0.55 1/3 MEDIUM WATER 5.0 3.5 90 99 74 64 55.1 54.6 16.3 21.8 27.8 12.45 70 62 72 106.2 29.5 23.5 4.94 208 1 30 19.9 DAIKIN WCCH024 1,3,7 HP-104A 1ST FLOOR HORIZONTAL 800 0.55 1/3 MEDIUM WATER 5.0 3.5 90 99 74 64 55.1 54.6 16.3 21.8 27.8 12.45 70 62 72 106.2 29.5 23.5 4.94 208 1 30 19.9 DAIKIN WCCH024 1,3,7 HP-103 1ST FLOOR HORIZONTAL 315 .48 1/8 MEDIUM WATER 1.25 5.4 90 102.3 73 64 58 56.6 5.1 6.9 9 11.3 70 59.4 72 101 10 7.7 4.5 208 1 15 5.3 DAIKIN WCCH007 1,3,7 HP-102 1ST FLOOR HORIZONTAL 800 0.55 1/3 MEDIUM WATER 5.0 3.5 90 99 74 64 55.1 54.6 16.3 21.8 27.8 12.45 70 62 72 106.2 29.5 23.5 4.94 208 1 30 19.9 DAIKIN WCCH024 1,3,7 HP-001B BASEMENT HORIZONTAL 800 0.55 1/3 MEDIUM WATER 5.0 3.5 90 99 74 64 55.1 54.6 16.3 21.8 27.8 12.45 70 62 72 106.2 29.5 23.5 4.94 208 1 30 19.9 DAIKIN WCCH024 1,3,7 HP-001A BASEMENT HORIZONTAL 800 0.55 1/3 MEDIUM WATER 5.0 3.5 90 99 74 64 55.1 54.6 16.3 21.8 27.8 12.45 70 62 72 106.2 29.5 23.5 4.94 208 1 30 19.9 DAIKIN WCCH024 1,3,7 DB WB DB WB AIR FLOW (CFM) EXT. STATIC (In. WC) MOTOR HP FAN SPEED ENT. WATER TEMP. (DEG. F) LVG. WATER TEMP. (DEG. F) EAT (DEG. F) LAT (DEG. F)SENS. CAPACITY (BTUH) TOTAL CAPACITY (MBH) HEAT REJECTED (MBH) MINIMUM (EER) ENT. WATER TEMP. (DEG. F) LVG. WATER TEMP. (DEG. F) ENT. AIR TEMP. (DEG. F) LVG. AIR TEMP. (DEG. F) TOTAL CAPACITY (MBH) HEAT EXTRACTED (MBH) MINIMUM (COP)VOLTS PHASE MOCP MCA UNIT NO. LOCATION UNIT TYPE FAN CHARACTERISTICS FLUID WATER FLOW RATE (GPM) WATER P.D. (FT HD) COOLING HEATING UNIT ELEC. CHARACTERISTICS MANUFACTURER & MODEL No.REMARKS WATER SOURCE HEAT PUMP SCHEDULE 3a,b,c FIRE ALARM CONTROL PANEL CONT CONTACTOR THD TOTAL HARMONIC DISTRIBUTION FACP ELECTRIC WATER COOLER DISTRIBUTION PANEL WEATHERPROOF REFRIGERATOR SPECIFICATION GROUND FAULT CIRCUIT INTERRUPTER PLUMBING CONTRACTOR OR PHOTO CELL GENERAL CONTRACTOR ELECTRICAL CONTRACTOR HEATING, VENTILATING AND AIR CONDITIONING FA MW FIRE ALARM MICROWAVE HVAC GC PC EC REFR BSMT TYP BASEMENT TYPICAL CLG EA SPEC CONTR GEN CEILING EACH GENERATOR A AMPERE P DN EX SP AUTO DOWN EXISTING SPACE AUTOMATIC POLE DP NL NIGHT LIGHT V VOLT ELEC GFI SW ELECTRIC SWITCH HORSEPOWER MAIN CIRCUIT BREAKER MAIN LUG ONLY GALVANIZED RIGID STEEL UNDERWRITER'S LABORATORY LTG UL GND KWH LIGHTING GROUND KILOWATT HOUR MLO PH MCB GRS PHASE ABBREV. ABBREVIATIONS CB PNL HP CIRCUIT BREAKER PANEL DESCRIPTION PV PHOTOVOLTAIC AMPERE INTERRUPTING CURRENTAIC EM EMERGENCY CONTRACTOR AFG ABOVE FINISHED GRADE EWC WP WG VP WIRE GUARD VANDAL PROOF POLYCARBONATE GUARD SYMBOL DESCRIPTION BASIC MATERIALS AND METHODS TOGGLE SWITCH, VOLTAGE AS INDICATED ON FIXTURE SCHEDULE, SUBSCRIPTS INDICATE TYPE: 2 - TWO POLE SWITCH 3 - THREE WAY SWITCH 4 - FOUR WAY SWITCH D - DIGITAL SWITCH L - ILLUMINATED HANDLE LV - LOW VOLTAGE, MOMENTARY CONTACT K - KEY OPERATED PL - PILOT LIGHT M - MOMENTARY CONTACT SWITCH T - THERMAL MANUAL MOTOR STARTER O - OCCUPANCY SENSOR V - VACANCY SENSOR ET - ELAPSED TIMER a,b,c - SWITCHING DESIGNATIONS NUMBER OF LETTERS EQUALS NO. OF GANGED SWITCHES SYMBOL DESCRIPTION ACCESS CONTROL INTERCOM (SELECTIVE ENTRY SYSTEM) DOOR POWER SUPPLY ELECTRIC DOOR STRIKE DOOR CONTACT ONE (1) TELEPHONE OUTLET AND CABLE ONE (1) TELEPHONE OUTLET AND CABLE MOUNTED 46" A.F.F. ONE (1) DATA OUTLET AND CABLE ONE (1) DATA OUTLET AND CABLE MOUNTED 46" A.F.F. W W SYMBOL DESCRIPTION FIRE ALARM DESCRIPTIONSYMBOL LUMINAIRES MANUAL PULL STATION SMOKE DETECTOR FIXED TEMPERATURE HEAT DETECTOR, SUBSTRIPT INDICATES TYPE: 190 - 190 DEGREE F FIXED TEMPERATURE 135 - 135 DEGREE F FIXED TEMPERATURE XP - EXPLOSION PROOF, 135 DEGREE FIXED TEMPERATURE WITH SEALED CONTACTS 190 COMBINATION SET TEMPERATURE AND RATE OF RISE HEAT DETECTOR CARBON MONOXIDE DETECTOR DUCT SMOKE DETECTOR DETECTOR REMOTE TEST STATION AND INDICATOR NOTIFICATION APPLIANCE, VISUAL # INDICATES STROBE CANDELA IF OTHER THAN 75. C - INDICATES CEILING 15 15 NOTIFICATION APPLIANCE, AUDIBLE AND VISUAL # INDICATES STROBE CANDELA IF OTHER THAN 75. C - INDICATES CEILING 15 CARBON MONOXIDE NOTIFICATION APPLIANCE, AUDIBLE AND VISUAL; # INDICATES STROBE CANDELA IF OTHER THAN 75 MAGNETIC DOOR HOLDER TAMPER SWITCH SPRINKLER WATERFLOW SWITCH (PADDLE OR PRESSURE SWITCH TYPE) SPRINKLER OS&Y OR BUTTERFLY VALVE TAMPER SWITCH. PIV VALVE TAMPER SWITCH DRY PIPE PRESSURE SWITCH FAN SHUT DOWN RELAY WALL MOUNTED EXIT LUMINAIRE CEILING MOUNTED EXIT LUMINAIRE EMERGENCY BATTERY PACK REMOTE LUMINAIRE HEAD WALL MOUNTED EMERGENCY LUMINAIRE WITH BATTERY PACK DIGITAL LIGHTING ROOM CONTROLLER LUMINAIRE CONNECTED TO NIGHT LIGHT CIRCUIT, UNSWITCHEDNL LUMINAIRE WITH EMERGENCY BATTERY INVERTER BALLASTEM LUMINAIRE CONNECTED TO CRITICAL CIRCUIT LUMINAIRE STRIP TRACK LIGHTING SYSTEM, LENGTH AND NUMBER OF HEADS AS INDICATED ON PLAN POLE MOUNTED SITE LUMINAIRE AND BASE, QUANTITY OF LUMINAIRES AS INDICATED FUSED DISCONNECT SWITCH NON-FUSED DISCONNECT SWITCH THERMAL MAGNETIC MOLDED CASE CIRCUIT BREAKER CIRCUIT BREAKER SOLID STATE TRIP CHARACTERISTICS INDICATED BY SUBSCRIPTS: AT - TRIP COIL AMPERE RATING AF - FRAME SIZE AMPERE RATING CL - CURRENT LIMITING L - LONG TIME TRIP S - SHORT TIME TRIP I - INSTANTANEOUS TRIP G - GROUND FAULT TRIP SH - SHUNT TRIP #AF #AT CURRENT TRANSFORMER POWER METER GROUND CONNECTION A FEEDER DESIGNATION - REFER TO FEEDER SCHEDULE PANELBOARD SYMBOL DESCRIPTION ONE LINE DIAGRAM SYMBOLS FA d LUMINAIRE. UPPER CASE LETTERS INDICATE FIXTURE TYPE ON SCHEDULE, LOWER CASE LETTER INDICATES SWITCHING DESIGNATION. FA d WALL MOUNTED LUMINAIRE. UPPER CASE LETTERS INDICATE FIXTURE TYPE ON SCHEDULE, LOWER CASE LETTER INDICATES SWITCHING DESIGNATION. LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT. EM SUBSCRIPT INDICATES EMERGENCY BATTERY RELAY. AREA OF RESCUE STATIONA NOTIFICATION APPLIANCE CIRCUIT EXTENDER AREA OF RESCUE CENTRAL STATION ADDRESSABLE INITIATION MODULE ADDRESSABLE CONTROL MODULE FIRE FIGHTER REMOTE EMERGENCY TELEPHONE STATION FIRE ALARM ANNUNCIATION PANEL FIRE ALARM CONTROL PANEL ELEVATOR CAPTURE SMOKE DAMPERSD DATA RACK DATA INTERMEDIATE DISTRIBUTION FRAME DATA MAIN DISTRIBUTION FRAME TELEPHONE INTERMEDIATE DISTRIBUTION FRAME TELEPHONE MAIN DISTRIBUTION FRAME WIRELESS ACCESS POINT DATA OUTLET POWER COMMUNICATION OUTLET - QUANTITY OF COMPUTER DATA OUTLETS AND CABLES, QUANTITY OF POWER 20 AMPERE SPECIFICATION GRADE DUPLEX RECEPTACLES, QUANTITY OF TELEPHONE OUTLETS AND CABLES, AND QUANTITY OF TELEVISION OUTLETS AND CABLES AS CALLED FOR REFER TO DETAIL ON DRAWINGS. # D - DATA OUTLETS AND CABLES # P - POWER DUPLEX RECEPTACLES # T - TELEPHONE OUTLETS AND CABLES # V - TELEVISION OUTLETS AND CABLES (NOTE: REFER TO INDIVIDUAL DEVICE SYMBOLS FOR ADDITIONAL SUBSCRIPT DEFINITIONS) EXAMPLE SYMBOL SHOWN INDICATES : 2 DATA, 1 TELEPHONE, 1 TV OUTLET AND 2 RECEPTACLES CIRCUITED TO PANEL CP1 #-CP1 2D2P 1T1V SYMBOL DESCRIPTION COMMUNICATIONS SYMBOLS HEAVY SOLID LINE WEIGHT IS NEW EXISTING WIRING OR EQUIPMENT, SOLID LIGHT LINE WEIGHT IS EXISTING. EXISTING ELECTRICAL OR EQUIPMENT OR DEVICE, DASHED LIGHT LINE WEIGHT IS EXISTING TO BE REMOVED. 3 REFERENCE TO DEMOLITION NOTE 3 REFERENCE TO DRAWING NOTE EXISTING TO BE REPLACED - INDICATES EXISTING ITEM SHALL BE REPLACED. RECONNECT TO EXISTING ELECTRICAL CONNECTIONS UNLESS OTHERWISE NOTED. EXISTING TO BE RELOCATED - INDICATES EXISTING ITEM SHALL BE RELOCATED. DISCONNECT AND REMOVE, REINSTALL AT NEW LOCATION AND RECONNECT ITEM AS REQUIRED. EXISTING TO REMAIN - INDICATES EXISTING ITEM SHALL REMAIN. MAINTAIN EXISTING ELECTRICAL CONNECTIONS UNLESS OTHERWISE NOTED. UNDERGROUND ELECTRIC MANHOLE UNDERGROUND ELECTRIC HANDHOLE ELECTRIC HAND DRYER DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR UOI WITH SUBSCRIPT. SUBSCRIPTS INDICATE TYPE: C - ULTRASONIC FLOOR POKE THROUGH, SUBSCRIPT INDICATES TYPE. REFER TO SPECIFICATIONS FOR TYPE DEFINITION. PHOTOELECTRIC CONTROL TIME CLOCK FLOOR BOX, SUBSCRIPT INDICATES TYPE. REFER TO SPECIFICATIONS FOR TYPE DEFINITION. TWO DUPLEX RECEPTACLE, SINGLE COVER DUPLEX RECEPTACLE, SUBSCRIPTS INDICATE TYPE: G - GROUND FAULT CIRCUIT INTERRUPTER U - USB DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTING TYPE EMERGENCY SHUTDOWN PUSH BUTTON, SUBSCRIPT INDICATE TYPE: B - BOILER G - GENERATOR P - POWER B PUSH BUTTON a,b,c DIMMER SWITCH, VOLTAGE AS INDICATED ON FIXTURE SCHEDULE, SUBSCRIPTS INDICATE TYPE: 3 - THREE WAY DIMMER SWITCH a,b,c - SWITCHING DESIGNATIONS NUMBER OF LETTERS EQUALS NO. OF GANGED SWITCHES PULLBOX SINGLE POINT CONNECTION TO EQUIPMENT JUNCTION BOX, CRITICAL POWERJ JUNCTION BOX, NORMAL POWER #CABLE TRAY, # = WIDTH IN INCHES SPECIAL PURPOSE RECEPTACLE. PROVIDE PROPER VOLTAGE, CLASS, CURRENT RATING AND NEMA CONFIGURATION AS REQUIRED BY BRANCH CIRCUIT AND/OR MATCH CAP ON EQUIPMENT BEING FURNISHED BY OTHERS. PROVIDE CORD AND CAP. SUBSCRIPT INDICATES TYPE: # - NEMA TYPE D - DRYER RECEPTACLE R - RANGE RECEPTACLE T - TWISTLOCK X - MATCH EQUIPMENT CAP DIVIDABLE SURFACE RACEWAY WITH DEVICES AS INDICATED. TWO PIECE PREWIRED SURFACE RACEWAY GANGED DEVICES OPEN FULL ARROW INDICATES 480 VOLT CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, UNLESS NOTED OTHERWISE. OPEN HALF ARROW(S) INDICATES 277 VOLT CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), UNLESS NOTED OTHERWISE. SOLID HALF ARROW(S) INDICATES 120 VOLT CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), UNLESS NOTED OTHERWISE. HOME RUN TO PANELBOARD. LETTERS/NUMBERS INDICATE PANEL. NUMBERS INDICATE CIRCUITS. NUMBER OF ARROWS EQUALS NUMBER OF CIRCUITS. CIRCUIT SHALL BE 2-#12, 1-#12EG FROM 20A-1P CIRCUIT BREAKER, UNLESS NOTED OTHERWISE. BRANCH CIRCUIT WIRING SIZE AND NUMBER TO MATCH HOMERUN. REFER TO SPEC'S FOR RACEWAY TYPE. LP-10: # SOLID FULL ARROW INDICATES 208 VOLT CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, UNLESS NOTED OTHERWISE. EXOTHERMIC WELD CONNECTION GROUND ROD GROUND ROD WITH INSPECTION/TEST WELL EQUIPMENT GROUND BAREGB SIGNAL GROUND BARSGB SYMBOL DESCRIPTION GROUNDING T-XX TRANSFORMER, REFER TO ONE LINE DIAGRAM AND TRANSFORMER SCHEDULE FOR SIZE AND TYPE 208/120 [240/120] VOLT PANELBOARD 480/277 VOLT PANELBOARD MOTOR STARTER. REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR SIZE AND TYPE. DISCONNECT SWITCH AMP RATING AS INDICATED FUSED DISCONNECT SWITCH AMP RATING AS INDICATED COMBINATION DISCONNECT SWITCH AND MAGNETIC STARTER REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE ASD ADJUSTABLE SPEED DRIVE M ELECTRICAL CONNECTION. REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR DESCRIPTION. LETTERS AND NUMBERS REFER TO "ITEM DESIGNATION" ON THE SCHEDULE. SPD SURGE PROTECTIVE DEVICE CONTACTOR CB ENCLOSED CIRCUIT BREAKER, SUBSCRIPT INDICATES AMP RATING SYMBOL DESCRIPTION POWER DISTRIBUTION AND CONTROL J E AFB TC OS PC HD VS HH MH (E) (ER) (R) , , , A D TV ICM DPS EM DS DC WAP TMDF TIDF DMDF DIDF DR ACS NAC IM CM FAAP FACP EC FSD PS PIV OSY TS WF DH CO F F RTS DSD CO H H S F F RC SST LSIG PM ABOVE FINISHED FLOORAFF AFI ARC FAULT INTERRUPTING AL ALUMINUM CATV CABLE TELEVISION CCTV CLOSED CIRCUIT TELEVISION CU COPPER EXPLOSION PROOFXP METAL CLAD CABLEMC LED LIGHT EMITTING DIODE MOTOR CONTROL CENTERMCC MULTI-FUNCTION RELAYMFR MINERAL INSULATED CABLEMI NA NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NC NORMALLY CLOSED NO NORMALLY OPEN NM NON-METALLIC SHEATHED CABLE NTS NOT TO SCALE SWBD SWITCHBOARD RIGID METAL CONDUITRMC EMT ELECTRICAL METALLIC TUBING WIRE OR WATTW UNSHIELDED TWISTED PAIRUTP # ARP AREA OF RESCUE PANEL AREA OF RESCUE ARS ARC ENERGY REDUCTION SWITCH ASD ADJUSTABLE SPEED DRIVE ATS AUTOMATIC TRANSFER SWITCH AV AUDIOVISUAL AWG AMERICAN WIRE GAUGE C CONDUIT CM CONSTRUCTION MANAGER CT CABLE TRAY CPT CONTROL POWER TRANSFORMER EG EQUIPMENT GROUND EXP EXPLOSION PROOF FURNISHED BY OTHERSFBO FIRE ALARM PANEL TRANSPONDER PANELFATP HAND HOLEHH HAND-OFF-AUTOHOA JUNCTION BOXJB KW KILOWATT KVA KILOVOLT AMPERE KV KILOVOLT MAN HOLEMH MANUAL TRANSFER SWITCHMTS NMT NON-METALLIC TUBING OC MOUNTED OVER COUNTER OH OVERHEAD PB PULL BOX PT POTENTIAL TRANSFORMER PTZ PAN TILT ZOOM SPD SURGE PROTECTICE DEVICE SHIELDED TWISTED PAIRSTP TV TELEVISION UG UNDERGROUND UC MOUNTED UNDER COUNTER HEIGHT OR UNDERGROUND COMMUNICATION UNINTERRUPTIBLE POWER SUPPLYUPS UE UNDERGROUND ELECTRICAL UNLESS NOTED OTHERWISEUNO UNLESS OTHERWISE NOTEDUON ROOM CONTROLLERRC TAMPER RESISTANT RECEPTACLE DUAL TECHNOLOGY CEILING MOUNTED VACANCY SENSOR UOI WITH SUBSCRIPT. SUBSCRIPTS INDICATE TYPE: C - ULTRASONIC VS OS PP-XX PP-XX C C DAYLIGHT SENSORDS PHOTO SENSORPC NAME PG POLYCARBONATE GUARD EMERGENCY LIGHTING CONTROL UNITELCC WH KILOWATT HOUR UTILITY METER CAMERA DATA OUTLET MOUNTED ABOVE COUNTER HEIGHTAC 1 1 ONE LINE DIAGRAM SYMBOLS a 2 B NUMBER INDICATES CIRCUIT SWITCH LEG FIXTURE TYPE 1OC NUMBER INDICATES CIRCUIT MOUNTING HEIGHT & MISC. INFO. NLGP PANEL DESIGNATION NUMBER INDICATES CIRCUIT 3 NOTE: TYPICAL FOR ALL DEVICES AND HOME RUNS G. H. I. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL FIRE-RATED PENETRATIONS. UTILIZE REMOVABLE FIRESTOPPING MATERIAL AT CABLE TRAY PENETRATIONS. PROVIDE ACOUSTICAL SEALANT FOR ALL NON RATED PENETRATIONS. ALL FIRE RATINGS SHALL BE MAINTAINED. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. COORDINATE EXACT LOCATION OF ALL CONDUIT ROUTES, EQUIPMENT AND DEVICES WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR POWER CIRCUITS UOI. PROVIDE NYLON PULLSTRING IN ALL EMPTY CONDUITS. FIRE ALARM SIGNALING APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN 96 INCHES ABOVE THE FINISHED FLOOR. CIRCUITING TO DEVICES/EQUIPMENT SHALL BE 2-#12AWG & 1-#12EG (MULTIPLE HOME RUNS IN SAME CONDUIT MAY SHARE SAME EQUIPMENT GROUND) FOR EACH 20 AMPERE CIRCUIT UNLESS OTHERWISE NOTED. ALL CIRCUITS SHALL HAVE SEPARATE NEUTRALS (CIRCUITS SHALL NOT SHARE NEUTRALS). PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED EQUIPMENT CONNECTIONS TO ALL DEVICES/EQUIPMENT. CONNECT TO CIRCUIT(S) AS INDICATED. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REFERENCE STANDARD EDITION OF NFPA CODES, AS CITED BY THE FIRE CODE OF NEW YORK STATE, BUILDING CODE OF NEW YORK STATE. ALL CONDUITS AND SUPPORTS SHALL BE AS TIGHT TO DECK AS POSSIBLE. PROVIDE PULLBOX FOR EVERY 180 DEGREE OF BENDS FOR TEL/DATA AND 360 DEGREES OF BENDS FOR POWER CONDUITS. ALL ELECTRICAL DEVICES (RECEPTACLES, SWITCHES, FIRE ALARM, ETC.) SHALL BE ALIGNED HORIZONTALLY AND VERTICALLY. CONTRACTOR TO SCHEDULE AND COORDINATE PROJJECT WALKTHROUGH WITH ARCHITECT AND ENGINEER PRIOR TO COMMENCEMENT OF ANY DEVICE ROUGH-IN FOR FINALIZATION OF ALIGNMENTS. ALL EXISTING DEVICES CIRCUITED TO PANELS BEING RENAMED SHALL BE PROVIDED WITH UPDATED LABELS. GENERAL NOTES:(APPLY TO ALL DRAWINGS): A. B. C. D. E. F. J. K. L. M. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:20 AME000 GENERAL NOTES & SYMBOL LIST - ELECTRICAL 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 F a,b F FAAPCRCR ATM M S HFSFSFSTMDFM FF 1 2 NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDINGCONSTRUCTIO NEXISTIN GBUILDINGJ 4 3 1 (E) 1 1 6" REINFORCED SLAB ON GRADE . W/6x6-W4xW4 WWR T/SLAB = 358'-6" 5" SLAB ON GRADE REINFORCED W/ 6x6-W4xW4 WWR T/SLAB = 358'-6" ALL STEEL TO RECEIVE SPRAY ON FIREPROOFING UNO. SEE ARCH FOR MORE INFO. PLACE SLAB ON GRADE 6" OVER FND WALL NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDINGCONSTRUCTIO NEXISTINGBUILD IN GJ (E)(E) GENERAL DEMOLITION NOTES: A. PROVIDE DEMOLITION AND/OR RELOCATION OF DEVIDES AS REQUIRED WHERE NEW BUILDING AND EXISTING BUILDING 409 WILL CONNECT. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:34:46 AMED-101 FIRST AND SECOND FLOOR PLANS - ELECTRICAL DEMOLITION 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION 0' 4' 8' 16' 1/8" = 1'-0"2 SECOND FLOOR PLAN - ELECTRICAL DEMOLITION 0' 4' 8' 16' DEMOLITION NOTES: 1 DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT AND DEVICES IN THIS AREA. MODIFIY EXISTING BRANCH CIRCUITING AND SYSTEM WIRING AS REQUIRED TO MAINTAIN CONTINUITY OF ALL CIRCUITS AND SYSTEMS OUTSIDE OF THIS AREA. 2 RELOCATE EXISTING FIRE ALARM ANNUNCIATOR PANEL TO A NEW LOCATION IN THE EXISTING BUILDING OUTSIDE AREA OF DEMOLITION. EXACT LOCATION TO BE DETERMINED. 3 DISCONNECT EXISTING CONDENSING UNITS TO REMAIN TO ACCOMMODATE RELOCATION DUE TO NEW BUILDING CONSTRUCTION. COORDINATE EXACT LOCATION AND QUANTITY IN THE FIELD WITH THE MECHANICAL CONTRACTOR. PROVIDE BRANCH CIRCUITING TO MATCH EXISTING AS REQUIRED TO EXTEND CIRCUITS TO NEW CONDENSING UNIT LOCATIONS. RELOCATE ASSOCIATED DISCONNECT SWITCHES WITH UNITS. 4 DISCONNECT AND REMOVE EXISTING STAIRWELL LIGHT FIXTURES WITH INTEGRAL BATTERY INVERTERS. EXISTING CIRCUIT TO REMAIN FOR REUSE AND CONENCTION TO REPLACEMENT LIGHT FIXTURES. # REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 1 S S MNEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDINGCONSTRUCTIONEXISTING BUILDING J NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDINGCONSTRUCTIO NEXISTINGBUILDINGELECTRIC HEATER J (E) GENERAL DEMOLITION NOTES: A. PROVIDE DEMOLITION AND/OR RELOCATION OF DEVIDES AS REQUIRED WHERE NEW BUILDING AND EXISTING BUILDING 409 WILL CONNECT. PROGRESS PRINT DO NOT USE FOR CONTRUCTION 88/88/88 SCHEMATIC DESIGN NOT FOR CONSTRUCTION OR BIDDING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:53:11 PMED-102 THIRD AND FOURTH FLOOR PLANS - ELECTRICAL DEMOLITION 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE 1/8" = 1'-0"1 THIRD FLOOR PLAN - ELECTRICAL DEMOLITION 0' 4' 8' 16' 1/8" = 1'-0"2 FOURTH FLOOR PLAN - ELECTRICAL DEMOLITION 0' 4' 8' 16' FACPS S F HH DMDF F F F H H S F F S F M M M M M M DVR M M M M M F SS S S S S S S F e1 e2 e3 e4 e5 e6 e7 eA eB eC eD eE eF e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N002 MECHANICAL ROOM N001 LEASEABLE STORAGE SPACE MAIN 208/120V DIST PPB ELECTRIC SERVICE CONDUITS, REFER TO FIRST FLOOR PLAN FOR CONTINUATION MINIMUM REQUIRED WORKING SPACE N003 ELECTRICAL ROOM METER CENTER G GWP WP 11 TELEPHONE/ CATV BOARD COMMUNICATIONS CONDUIT, REFER TO FIRST FLOOR PLAN FOR CONTINUATION SB1 2 HP-B PPB (30/2) 7 7 7 HP-B PPB (30/2) 9 11 17 5 5 J TS TS TS TS WF WH-1 WH-2 RP-1 TS WF SP-1 G WP 36" 13 SP-2/3 SP-4/5 5 1717 WH-1 WH-2 ARP 2D 1P 5 1 3 23,25 19,21 15 5 EUH-2 EUH-1 SD SD EF-4 39 1 1968 ELEV 5 1 5 5 41 PPB 1 1 1 GENERAL NOTES: A. CONNECT ALL SMOKE DAMPERS ON THIS DRAWING TO 120V, 20A CIRCUIT #37 FROM PANEL PPB. PROVIDE (1) DUCT SMOKE DETECTOR WITH REMOTE TEST STATION FOR EACH SMOKE DAMPER SHOWN. INTSALL TEST STATION IN CEILING NEAR DUCT SMOKE DETECTOR OR IN WALL WHERE NO CEILING IS PRESENT. B. UNLESS OTHERWISE INDICATED CONNECT ALL ELECTRICAL DEVICES AND EQUIPMENT ON THIS DRAWING TO PANNEL PPB, CIRCUIT NUMBERS AS INDICATED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:23 AME100 BASEMENT FLOOR PLAN - POWER AND SYSTEMS 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 BASEMENT PLAN - POWER & SYSTEMS 0'2'4'8'16' # REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 DRAWING NOTES: 1 WALL MOUNT HEAT DETECTOR WITHIN 2' OF SPRINKLER HEAD. 2 STUB 2-1/2" CONDUIT FROM METER CENTER 200A METER INTO SPACE AT THIS LOCATION FOR FUTURE USE, PROVIDE PULLSTRING. PROVIDE 2" CONDUIT FROM DMDF LOCATION TO THIS LOCATION WITH PULL STRING. 3 RECEPTACLE FOR SUMP PUMP ALARM PANEL. INSTALL APPROXIMATELY 8' AFF. 1 FAAPICMFF S S F F F F F F F S S S S F S HTMDFS S S F M F F M M M M M A M M M M M M M F F S M ACSS NAC S S SS S S S F F F F F F WAP F F M M A S F S e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 473 ELEV ST1 EXISTING STAIR 1 589 ELECT. PANELS 590 JAN. CLOS. 591 SERVICE N107 LOADING ZONE 762 ELEV N106 TRASH/ RECYCLE N104 LEASABLE SPACE T UTILITY PAD MOUNT TRANSFORMER, EXACT LOCATION TO BE COORDINATED WITH UTILITY EXISTING UTILITY POLE (E) (1) 4" CONDUIT FOR COMMUNICATIONS 1NEW BUILDINGCONSTRUCTIONEXISTINGBUILDING N EW BU ILDINGC O NSTRU CTIO NEX ISTIN G BU ILD ING (E) (E) (E) J TS WF TS WF 2 WP EWH-1 SD SD MADE ELECTRODE GROUND GRID (30/2) PP2 HP-B (30/2) PP2 HP-B (15/2) PP2 HP-A (30/2) PP2 HP-B (30/2) PP2 HP-B N108 WATER METER 18 18 18 20 20 20 20 20 EF-1 1 1 1 EUH-4 1 N101 RECEPTION N100 VESTIBULE N102 LOBBY N103 LEASING OFFICE 32,34 35,37 1 1 36,38 40,42 39,41 1 1 1 19 19 1191 EWH-5 EF-2 1D 2P 6' AFF 21 21 21 1 WP 1 20 2D 2P 1D 1P AC 8 8 14 8 1 AC AC CUH-1 CUH-2 EUH-3 ST3 STAIR 3 591 SERVICE 3 1 1 1 1 1 1 1 1 1 1 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N107 OPEN TO BELOW N209 'A' LIVING N208 LIVING N208A BEDROOM N207 LIVINGN207A BEDROOM N207B TOILET N202A TOILET N202 STUDIO N210 LIVING N206 LIVING N203A TOILET N203 STUDIO N204A TOILET N204 STUDIO N206A BEDROOM N214 FITNESS ROOM 1349 ELEV 1350 ELEV N211 ELEC N213 MECH N209A 'A' BEDROOM N210A BEDROOM N212 TRASH N201A TOILET N201 STUDIO N209B 'A' TOILET N208B TOILET N210B TOILET N206B TOILET N205C 'A' TOILET N205B 'A' BEDROOM N205 'A' LIVING N205A 'A' BEDROOM PP2 NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDINGCONSTRUCTIONEXISTINGBUILDING ST3 STAIR 3 (E) J TS WF SD SD 1 (20/2) PP2 HP-C 7 7 7 77 9 11 5 5 5 3 3 3 1 1 1 1 5 1 128,30 1 1 1 1 1 1 1 GENERAL ELECTRICAL NOTES: A. REFER TO TYPICAL UNIT PLANS FOR TYPICAL APARTMENT DEVICES. B. CONNECT ALL SMOKE DAMPERS ON THIS DRAWING TO 120V, 20A CIRCUIT #26 FROM PANEL PP2. PROVIDE (1) DUCT SMOKE DETECTOR WITH REMOTE TEST STATION FOR EACH SMOKE DAMPER SHOWN. INTSALL TEST STATION IN CEILING NEAR DUCT SMOKE DETECTOR OR IN WALL WHERE NO CEILING IS PRESENT. C.UNLESS OTHERWISE INDICATED CONNECT ALL ELECTRICAL DEVICES AND EQUIPMENT ON THIS DRAWING TO PANEL PP2, CIRCUIT NUMBERS AS INDICATED. 1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:27 AME101 FIRST AND SECOND FLOOR PLANS - POWER AND SYSTEMS 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIRST FLOOR PLAN - POWER & SYSTEMS 0'2'4'8'16' 1/8" = 1'-0"2 SECOND FLOOR PLAN - POWER & SYSTEMS DRAWING NOTES: 1 SELECTIVE ENTRY SYSTEM CONTROL PANEL LOCATION. PROVIDE POWER, DATA, AND TELEPHONE LINE AS INDICATED IN RISER DIAGRAM. SYSTEM TO BE PROVIDED AND INSTALLED BY OWNERS VENDOR. 2 WEATHERPROOF STROBE FURNISHED BY PLUMBING CONTRACTOR, INSTALL STROBE AND CONNECT TO FIRE ALARM SYSTEM. 3 STUB 3-1/2" CONDUIT FROM METER CENTER 400A METER INTO SPACE AT THIS LOCATION FOR FUTURE USE, PROVIDE PULLSTRING. PROVIDE 2" CONDUIT FROM DMDF LOCATION TO THIS LOCATION WITH PULL STRING. # REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 S S NAC F S S SS S S F F F M S A M F F F F S NAC S F S S SS S S F F F S DIDF M S A M F FF S e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 N311 LIVING N310 LIVING N302A TOILET N302 STUDIO N312 LIVING N303A TOILET N303 STUDIO N304A TOILET N304 STUDIO N316 AMENITY 1552 ELEV 1553 ELEV N315 ELEC N314 TRASH N301 STUDIO N301A TOILET N308A BEDROOM N308B BEDROOM N309A BEDROOM N309B TOILET N309 LIVING N305C TOILET N306 STUDIO N307A TOILET N306A TOILET N305 LIVING N305B BEDROOM N307 STUDIO N308 LIVING N305D CLOSET N308C TOILET N312B BEDROOM N312A BEDROOM N312C TOILET N311A BEDROOM N311C TOILET N311B BEDROOM N310A BEDROOM N310C TOILET N310B BEDROOM N305A BEDROOM 2 NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDING CONSTRUCTIONEXISTING BUILDING ST3 STAIR 3 6 6 4 4 4 28 29 J WFTS 6 8 8 8 8 2 SD SD CATV DISTRIBUTION BOARD (15/2)PP4 HP-A EWH-2 1 35,37 1 1 1 1 1 1 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 ST1 STAIR 1 602 STUDIO 607 STUDIO 611 Room N416 LAUNDRY 2123 ELEV 2124 ELEV N415 ELEC N412B BEDROOM N412A BEDROOM N412C TOILET N412 LIVING N411B BEDROOM N411A BEDROOM N411C TOILET N411 LIVING N410B BEDROOM N410A BEDROOM N410C TOILET N410 LIVINGN409A BEDROOM N409B TOILET N409 LIVING N408A BEDROOM N408B BEDROOM N408 LIVING N408C TOILET N407A TOILET N407 STUDIO N406 STUDIO N406A TOILET N405C TOILET N405 LIVING N405B BEDROOM N405D CLOSET N405A BEDROOM N402A TOILET N402 STUDIO N403A TOILET N403 STUDIO N404A TOILET N404 STUDIO N401 STUDIO N401A TOILET PP4 N EW BUILDINGCO NSTRUCTIO NNEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGEXISTINGBUILDINGST3 STAIR 3 D D D D N414 TRASH 2 3 3 3 1 5 5 5 10 12 14 16 18 20 22 24 26 7 J 23,25 19,21 15,17 11,13 1 SD SD (15/2) PP4 HP-A 2D 1P 739,41 1 EF-5 1 1 1 1 1 GENERAL ELECTRICAL NOTES: A. REFER TO TYPICAL UNIT PLANS FOR TYPICAL APARTMENT DEVICES. B. CONNECT ALL SMOKE DAMPERS ON THIS DRAWING TO 120V, 20A CIRCUIT #53 FROM PANEL PP4. PROVIDE (1) DUCT SMOKE DETECTOR WITH REMOTE TEST STATION FOR EACH SMOKE DAMPER SHOWN. INTSALL TEST STATION IN CEILING NEAR DUCT SMOKE DETECTOR OR IN WALL WHERE NO CEILING IS PRESENT. C.UNLESS OTHERWISE INDICATED CONNECT ALL ELECTRICAL DEVICES AND EQUIPMENT ON THIS DRAWING TO PANEL PP4, CIRCUIT NUMBERS AS INDICATED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:32 AME102 THIRD AND FOURTH FLOOR PLANS - POWER AND SYSTEMS 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 THIRD FLOOR PLAN - POWER & SYSTEMS 1/8" = 1'-0"2 FOURTH FLOOR PLAN - POWER & SYSTEMS 0'2'4'8'16' DRAWING NOTES: 1 DATA RACK FOR ALL RESIDENTIAL TENANTS AND BUILDING AMENITY SPACES. 2 PROVIDE (2) 4" CONDUIT SLEEVES THROUGH FLOOR SLAB FOR RUNNING COMMUNICATIONS WIRING. REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 S NAC F F F F F F S S S S S S S M M A M F S S F S F F F S F S S S S S S S S M A F F S e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 ST1 STAIR 1 N508 LIVING N508A BEDROOM N508B BEDROOM N505 LIVING N505A BEDROOM N515 AMENITY 1564 ELEV 1565 ELEV N513 ELEC N508C BEDROOM N508D TOILET N505C TOILET N505B BEDROOM N507C TOILET N507B BEDROOM N507A BEDROOM N507 LIVING N511B BEDROOM N511A BEDROOM N511C TOILET N511 LIVING N510B BEDROOM N510A BEDROOM N510C TOILET N510 LIVING N509B BEDROOM N509A BEDROOM N509C TOILET N509 LIVING N506 STUDIO N506A TOILET N502A TOILET N502 STUDIO N503A TOILET N503 STUDIO N504A TOILET N504 STUDIO N501 STUDIO N501A TOILET N516 CORRIDOR ST3 STAIR 3 6 6 6 8 8 8 8 4 4 4 21 J TS WF CATV DISTRIBUTION BOARD N512 TRASH SD SD EWH-6 (15/2)PP6 HP-A EWH-3 1 27,29 1 1 1 1 1 1 1 1 1 1 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 PP6 N615 AMENITY 2170 ELEV 2171 ELEV N614 ELEC N612 MECH N611B BEDROOM N611A BEDROOM N611C TOILET N611 LIVING N610B BEDROOM N610A BEDROOM N610C TOILET N610 LIVING N609B BEDROOM N609A BEDROOM N609C TOILET N609 LIVING N602A TOILET N602 STUDIO N603A TOILET N603 STUDIO N604A TOILET N604 STUDIO N601 STUDIO N601A TOILET N608 LIVING N608A BEDROOM N608B BEDROOM N605 LIVING N605A BEDROOM N608C BEDROOM N608D TOILET N605C TOILET N605B BEDROOM N607C TOILET N607B BEDROOM N607A BEDROOM N607 LIVING N606 STUDIO N606A TOILET ST1 STAIR 1 E303 2 3 1 J TS 5 7 7 7 7 55 SD SD E303 1 (15/2)PP6 HP-A 31,33 2 1 1 1 1 1 1 1 1 GENERAL ELECTRICAL NOTES: A. REFER TO TYPICAL UNIT PLANS FOR TYPICAL APARTMENT DEVICES. B. CONNECT ALL SMOKE DAMPERS ON THIS DRAWING TO 120V, 20A CIRCUIT #41 FROM PANEL PP6. PROVIDE (1) DUCT SMOKE DETECTOR WITH REMOTE TEST STATION FOR EACH SMOKE DAMPER SHOWN. INTSALL TEST STATION IN CEILING NEAR DUCT SMOKE DETECTOR OR IN WALL WHERE NO CEILING IS PRESENT. C.UNLESS OTHERWISE INDICATED CONNECT ALL ELECTRICAL DEVICES AND EQUIPMENT ON THIS DRAWING TO PANEL PP6, CIRCUIT NUMBERS AS INDICATED. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:36 AME103 FIFTH AND SIXTH FLOOR PLANS - POWER AND SYSTEMS 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIFTH FLOOR PLAN - POWER & SYSTEMS 1/8" = 1'-0"2 SIXTH FLOOR PLAN - POWER & SYSTEMS DRAWING NOTES: 1 PROVIDE (2) 4" CONDUIT SLEEVES THROUGH FLOOR SLAB FOR RUNNING COMMUNICATIONS WIRING. 2 TWO (2) SMOKE DAMPERS ARE ALSO LOCATED AT ROOF PENETRATION.PROVIDE EVERYTHING REQUIRED FOR THESE SMOKE DAMPERS AS DESCIBED IN GENERAL NOTE B. ON THIS DRAWING. REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 S M M M M 2 1A 3 4 6 B C D E F H K L N O 3.5 5 4.7 5.4 5.9 5.8 7 A G J 3.9 EXG 1 EXG 2 EXG 3 EXG 4 EXG 5 EXG 6 EXG 7 EXG A EXG B EXG C 2A M 1 6.51.9 M.9 10 G WP 10 G WP PP6 J EWH-4 EF-4 ERV-1 EVC-1 1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:10 PME104 ROOF PLAN - POWER AND SYSTEMS 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 ROOF PLAN - POWER & SS DRAWING NOTES: 1 PROVIDE 120V, 20A CIRCUIT #__ FROM PANEL PP6 FOR HEAT TRACING FOR EXPOSED COLD WATER LINE ON ROOF. COORDINATE EXACT LOCATION AND CONNECTION POINT WITH MECHANICAL CONTRACTOR. REVISION SCHEDULE NAME DATE K OS OS OS OS e1 e2 e3 e4 e5 e6 e7 eA eB eC eD eE eF e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 L1 L1L1L1 L1L1L1 L1L1 L1 L3 L3 L3 L2 L2 L1 881 STORAGE 1968 ELEV N002 MECHANICAL ROOM N001 LEASEABLE STORAGE SPACE N003 ELECTRICAL ROOM ST3 STAIR 3 L1 L1 L1 L1 L1 L1 L1 L1 L1 L3 L3 14 14 14 14 14 14 14 14 14 14 16 16 16 16 1 18 18 1818 18 18 18 181818 3 W2 L3 2 NL NL GENERAL NOTES: A. UNLESS NOTED OTHERWISE CONNECT LUMINAIRES TO 120V, 20A CIRCUIT FROM PANEL PPB, CIRCUIT NUMBER AS INDICATED AND CONNECT SO CONTROLLED BY SWITCHES AND SENSORS AS INDICATED. B. CONNECT EMERGENCY BATTERY LIGHTS TO ROOM/AREA LIGHTING CIRCUIT AHEAD OF ALL LOCAL SWITCHING. C. CONNECT ALL EXIT SIGNS ON THIS FLOOR TO 120V,2A CIRCUIT ___ FROM PANEL PPB. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:13 PME200 BASEMENT FLOOR PLAN - LIGHTING 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 BASEMENT PLAN - LIGHTING 0'2'4'8'16' DRAWING NOTES: 1 CONNECT TO LINE SIDE OF GFI RECEPTACLE IN PIT. 2 EXTERIOR LIGHTING CONTROL CONTACTOR. CONNECT TO 120V, 20A CIRCUIT #__ FROM PANEL PPB. 3 CONNECT ALL LIGHTING IN THIS STAIR FROM BASEMENT TO ROOF ACCESS TO 120V, 20A CIRCUIT #9 FROM PANEL PPB. REVISION SCHEDULE NAME DATE VS MM K K OS OS OS3K3K OS OS OS OS3 3VV OS aOS OS OS OS OS OS3K 3Ka,ba,b O VVS MVS e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 NEW BUILDINGCONSTRUCTIONEXISTINGBUILDING N EW BUILDINGC O NSTRUCTIONEX ISTING BU ILD IN G 473 ELEV ST1 EXISTING STAIR 1 589 ELECT. PANELS 590 JAN. CLOS. 591 SERVICE N107 LOADING ZONE 762 ELEV N106 TRASH/ RECYCLE N104 LEASABLE SPACE N105 CORRIDOR N103 LEASING OFFICE ST3 STAIR 3 N108 WATER METER L3L3 L3 L3 L3L3 L3 L3 L3L3 16 16 1616 16 16 1616 16 16 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4 L4 L5L5 L4 L4 L4 L4L4 L1 L1 1212 12 12 12 1212 12 NL NL 12 12 12 12 12 12 12 12 12 12 12 NL L3 L3L3L3 L3 L1L1 L3 12 12 L5 L5 16 L3 W2 W2 NL NL W2 W2 1 1 1 X1 N100 VESTIBULE N101 RECEPTION X2 X2 1 PC 2 PPB 3 3 1 1 1 W2 1 NL NL NL NL NL 12 12 NL 1 11 1 1 1 1 a a a 1 1 e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.85.9 6 7 A B C D E F G H J K L N O 1 M 1.9 6.5 NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDINGCONSTRUCTIONEXISTINGBUILDING L4 L4 L4 L4 L4 W1 W1 L4 L4 W1 L4 W1 W1 L4 L4 L4 L4W1W1 W1 W1 NL NL NL NL NL NL ST1 EXISTING STAIR 1 N107 OPEN TO BELOW N209 'A' LIVING N208 LIVING N208A BEDROOM N207 LIVINGN207A BEDROOM N207B TOILET N202A TOILET N202 STUDIO N210 LIVING N206 LIVING N203A TOILET N203 STUDIO N204A TOILET N204 STUDIO N206A BEDROOM N214 FITNESS ROOM 1349 ELEV 1350 ELEV N211 ELEC N213 MECH N209A 'A' BEDROOM N210A BEDROOM N212 TRASH N201A TOILET N201 STUDIO N209B 'A' TOILET N208B TOILET N210B TOILET N206B TOILET N205C 'A' TOILET N205B 'A' BEDROOM N205 'A' LIVING N205A 'A' BEDROOM N215 CORRIDOR ST3 STAIR 3 L1 L1 L1L1 W2 L4 L4L4L4L4 L4 L4 L4 L4 L4 L4L4 L4L4 L4L4 L4 L4 L4 L4L4 1717 17 17 17 17 17 17 17171717 13 13 13 13 13 13 13 13 13 1313131313 13 1313 13 13 13 13 13 13 13 13 W1 1515 15 15 L2L2 L2 L2 W2 L6 L6 L6 L6 L6 L6 L6 W2 W2 111 GENERAL NOTES: A. UNLESS NOTED OTHERWISE CONNECT LUMINAIRES TO 120V, 20A CIRCUIT FROM PANEL PP2, CIRCUIT NUMBER AS INDICATED AND CONNECT SO CONTROLLED BY SWITCHES AND SENSORS AS INDICATED. B. CONNECT EMERGENCY BATTERY LIGHTS TO ROOM/AREA LIGHTING CIRCUIT AHEAD OF ALL LOCAL SWITCHING. C. CONNECT ALL EXIT SIGNS ON 1ST AND 2ND FLOOR TO 120V,2A CIRCUIT #2 FROM PANEL PP2. D. CONNECT ALL 1ST FLOOR NIGHT LIGHTS DESIGNATED BY 'NL' TO CIRCUIT #4 IN PANEL PP2. E. CONNECT ALL 2ND FLOOR NIGHT LIGHTS DESIGNATED BY 'NL' TO CIRCUIT #6 IN PANEL PP2. F. REFER TO 300 SERIES DRAWINGS FOR TYPICAL APARTMENT ELECTRICAL REQUIREMENTS PER APARTMENT TYPE. G. CONNECT EXTERIOR L6 LIGHT FIXTURES TO 120V, 20A CIRCUIT #6 FROM PANEL PPB AND CONNECT SO CONTROLLED BY EXTERIOR LIGHTING CONTACTOR. PROVIDE COMPATIBLE DIMMER SWITCH IN SERIES WITH CONTACTOR FOR LOCAL ON/OFF AND DIMMING CONTROL. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:41 AME201 FIRST AND SECOND FLOOR PLANS - LIGHTING 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIRST FLOOR PLAN - LIGHTING 1/8" = 1'-0"2 SECOND FLOOR PLAN - LIGHTING 0'2'4'8'16' DRAWING NOTES: 1 CONNECT ALL NEW TYPE W2 LIGHT FIXTURES IN THIS STAIR TO EXISTING CIRCUIT. CONNECT ALL BATTERY LIGHTS TO SAME CIRCUIT AHEAD OF ALL LOCAL SWITCHING. 2 PHOTOCELL FOR EXRTERIOR LIGHT FIXTURES 'X1' AND 'X2'. CONNECT LIGHTS TO CIRCUIT #44 FROM PANEL PP2 SO CONTROLLED BY PHOTCELL. 3 CONNECTION TO TYPE L01 LANDSCAPE LIGHTING. REFER TO LANDSCAPE DRAWINGS FOR EXACT LOCATIONS SHOWN LIGHTING. LIGHTING TO BE MOUNTED ALONG LENGH OF WOOD BENCH BELOW SEAT OF BENCH. PROVIDE 120V, 20A CIRCUIT INDICATED AND CONNECT SO CONTROLLED BY EXTERIOR LIGHTING CONTROL CONTACTOR. PROVIDE COMPATIBLE DIMMER SWITCH IN SERIES WITH CONTACTOR FOR LOCAL ON/OFF AND DIMMING CONTROL. RUN WIRING UNDERGROUND IN SCHEDULE 80 PVC CONDUIT TO CONNECTION LOCATIONS AND STUB UP WITHIN BENCH AREA. COORDINATE WITH LANDSCAPE CONTRACTOR. REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 1 1 1 OS OS OS OS OS OS3K 3KVOVS MOS OS OS OS OS OS3K 3a,bVOVM VS e1 e2 e3 e4 e5 e6 e7 eA eB eC e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 NEW BUILDINGCONSTRUCTIONEXISTINGBUILDINGNEW BUILDING CO NSTRUCTIONEXISTING BUILDINGW1 W1 W1 W1 W1 W1 W1 W1 W1W1 W1 ST1 EXISTING STAIR 1 N311 LIVING N310 LIVING N302A TOILET N302 STUDIO N312 LIVING N303A TOILET N303 STUDIO N304A TOILET N304 STUDIO N316 AMENITY 1552 ELEV 1553 ELEV N315 ELEC N314 TRASH N301 STUDIO N301A TOILET N308A BEDROOM N308B BEDROOM N309A BEDROOM N309B TOILET N309 LIVING N305C TOILET N306 STUDIO N307A TOILET N306A TOILET N305 LIVING N305B BEDROOM N307 STUDIO N308 LIVING N305D CLOSET N308C TOILET N312B BEDROOM N312A BEDROOM N312C TOILET N311A BEDROOM N311C TOILET N311B BEDROOM N310A BEDROOM N310C TOILET N310B BEDROOM N305A BEDROOM ST3 STAIR 3 W2 L1 L1 3232 32 32 32 32 32 32 34 34 34 34 34 34 34 34 3434 34 3434 3434 34 34 34 34 34 34 3434 34 34 NL NL NL NL NL NL NL 32 32 W2 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4L4 L4 W2 W2 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 NEW BUILDING CO NSTRUCTIONEXISTING BUILDINGNEW BUILDINGCONSTRUCTIONEXISTINGBUILDING W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 ST1 STAIR 1 602 STUDIO 607 STUDIO 611 Room N416 LAUNDRY 2123 ELEV 2124 ELEV N415 ELEC N412B BEDROOM N412A BEDROOM N412C TOILET N412 LIVING N411B BEDROOM N411A BEDROOM N411C TOILET N411 LIVING N410B BEDROOM N410A BEDROOM N410C TOILET N410 LIVINGN409A BEDROOM N409B TOILET N409 LIVINGN408A BEDROOM N408B BEDROOM N408 LIVING N408C TOILET N407A TOILET N407 STUDIO N406 STUDIO N406A TOILET N405C TOILET N405 LIVING N405B BEDROOM N405D CLOSET N405A BEDROOM N402A TOILET N402 STUDIO N403A TOILET N403 STUDIO N404A TOILET N404 STUDIO N401 STUDIO N401A TOILET N417 CORRIDOR ST3 STAIR 3 W2 L1 L1 (E) NL NL NL NL NL NL NL43 43 43 434343434343 43 43 43 43 43 43 43 43 43 43 43 43 43 43 4343 45 45 4545 45 45 W2 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4L4 L3 L3 L3 L3 43 L4 W2 GENERAL NOTES: A. UNLESS NOTED OTHERWISE CONNECT LUMINAIRES TO 120V, 20A CIRCUIT FROM PANEL PP4, CIRCUIT NUMBER AS INDICATED AND CONNECT SO CONTROLLED BY SWITCHES AND SENSORS AS INDICATED. B. CONNECT EMERGENCY BATTERY LIGHTS TO ROOM/AREA LIGHTING CIRCUIT AHEAD OF ALL LOCAL SWITCHING. C. CONNECT ALL EXIT SIGNS ON 3RD AND 4TH FLOOR TO 120V,2A CIRCUIT #36 FROM PANEL PP4. D. CONNECT ALL 3RD FLOOR NIGHT LIGHTS DESIGNATED BY 'NL' TO CIRCUIT #38 IN PANEL PP4. E. CONNECT ALL 4TH FLOOR NIGHT LIGHTS DESIGNATED BY 'NL' TO CIRCUIT #47 IN PANEL PP4. F. REFER TO 300 SERIES DRAWINGS FOR TYPICAL APARTMENT ELECTRICAL REQUIREMENTS PER APARTMENT TYPE. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:23 PME202 THIRD AND FOURTH FLOOR PLANS - LIGHTING 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 THIRD FLOOR PLAN - LIGHTING 0'2'4'8'16' 1/8" = 1'-0"2 FOURTH FLOOR PLAN - LIGHTING REVISION SCHEDULE NAME DATE OS OS OS OS OS OS3K 3KVOVS M3K3KOS OS OS OS OS OS VOOVS Me1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 ST1 STAIR 1 N508 LIVING N508A BEDROOM N508B BEDROOM N505 LIVING N505A BEDROOM N515 AMENITY 1564 ELEV 1565 ELEV N513 ELEC N508C BEDROOM N508D TOILET N505C TOILET N505B BEDROOM N507C TOILET N507B BEDROOM N507A BEDROOM N507 LIVING N511B BEDROOM N511A BEDROOM N511C TOILET N511 LIVING N510B BEDROOM N510A BEDROOM N510C TOILET N510 LIVING N509B BEDROOM N509A BEDROOM N509C TOILET N509 LIVING N506 STUDIO N506A TOILET N502A TOILET N502 STUDIO N503A TOILET N503 STUDIO N504A TOILET N504 STUDIO N501 STUDIO N501A TOILET N516 CORRIDOR ST3 STAIR 3 W2 W2 W2 W2 L1 L1 N512 TRASH 14 14 NL 14 1414 14 16 16 16 16 1616 16 16 NL 14 14 14 14 14 NL 14 14 14 14 14 NL 14 14 14 NL 14 14NL 14 14 14 14 16 16 L4 L4 L4 L4 L4 L4 L4 L4 L4L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4L4L4 e1 e2 e3 e4 e5 e6 e7 eA eB e5.5 1A 2A 32 3.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 A B C D E F G H J K L N O 1 M 1.9 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 ST1 STAIR 1 N615 AMENITY 2170 ELEV 2171 ELEV N614 ELEC N612 MECH N611B BEDROOM N611A BEDROOM N611C TOILET N611 LIVING N610B BEDROOM N610A BEDROOM N610C TOILET N610 LIVING N609B BEDROOM N609A BEDROOM N609C TOILET N609 LIVING N602A TOILET N602 STUDIO N603A TOILET N603 STUDIO N604A TOILET N604 STUDIO N601 STUDIO N601A TOILET N608 LIVING N608A BEDROOM N608B BEDROOM N605 LIVING N605A BEDROOM N608C BEDROOM N608D TOILET N605C TOILET N605B BEDROOM N607C TOILET N607B BEDROOM N607A BEDROOM N607 LIVING N606 STUDIO N606A TOILET N616 CORRIDOR ST3 STAIR 3 W2 W2 W2 L1 L1 L1L1 W2 13 13 1313 13 13 13 13 13 13 11 11 NL 11 1111 11 NL 11 11 11 11 NL 11 11 11 NL 11 11 11 NL 11 11 NL 11 11NL 11 11 11 11 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4L4L4 GENERAL NOTES: A. UNLESS NOTED OTHERWISE CONNECT LUMINAIRES TO 120V, 20A CIRCUIT FROM PANEL PP6, CIRCUIT NUMBER AS INDICATED AND CONNECT SO CONTROLLED BY SWITCHES AND SENSORS AS INDICATED. B. CONNECT EMERGENCY BATTERY LIGHTS TO ROOM/AREA LIGHTING CIRCUIT AHEAD OF ALL LOCAL SWITCHING. C. CONNECT ALL EXIT SIGNS ON 5TH AND 6TH FLOOR TO 120V,2A CIRCUIT #18 FROM PANEL PP6. D. CONNECT ALL 4TH FLOOR NIGHT LIGHTS DESIGNATED BY 'NL' TO CIRCUIT #12 IN PANEL PP6. E. CONNECT ALL 4TH FLOOR NIGHT LIGHTS DESIGNATED BY 'NL' TO CIRCUIT #9 IN PANEL PP6. F. CONNECT 'W2' LIGHT FIXTURES IN STAIR 3 TO CIRCUIT #9 IN PANEL PP4. G. CONNECT 'W2 LIGHT FIXTURES IN STAIR 1 TO CIRCUIT #27 IN PANEL PP4. H. REFER TO 300 SERIES DRAWINGS FOR TYPICAL APARTMENT ELECTRICAL REQUIREMENTS PER APARTMENT TYPE. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:27 PME203 FIFTH AND SIXTH FLOOR PLANS - LIGHTING 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/8" = 1'-0"1 FIFTH FLOOR PLAN - LIGHTING 1/8" = 1'-0"2 SIXTH FLOOR PLAN - LIGHTING 0'2'4'8'16' REVISION SCHEDULE NAME DATE S F a,bb,c,d3a J J WAP S TV TV3aMa,b,cS F J J S WAP TV TV a,b3dM S WAP S J J F TV TVa,b3c3cMa,ba,b S S WAP S a,b J J F J TVTV3c 3c M a,bSWAP 3a F J TVb,c,dM 3ae1 e2 e3 eA eB455.8 5.9 6 7 A B C D E F SS GG R AC AC G AC 1 1 SS LC1 W3 b c c a a a b d G G AC HP-1 5 5 5 5 3 2 1 3 1 3 3 8 8 8 8 8 4 L5 P1 P1 L5 L4 L4 L5 L5 G 1 L4 5 a USB 32 3.5 E F G H J K 1.9 G R G AC AC AC G SS 1 1 SS LC1 W3 3 b b d a b GG a c AC G 8 8 8 88 1 1 1 1 3 33 4 5 5 5 L4 L5 L5 P1 P1 L5 L5 2 HP-1 USB 32 3.5 4 A B C 1.9 SS SS G AC R G G G AC AC AC 1 1 LC1 W3 3 b b a b a c G 11 1 4 2 8 8 8 8 8 5 5 5 3 3 HP-1 L5 L5 P1 P1 L5L5 3 G 3 USB 2A 32 3.9 K L N O M SS SS SS AC G 1 R G G G AC AC AC 1 1 LC2 W3 3 a b b a b G 1 3 1 3 2 4 HP-1 55 5 5 5 5 5 a c L5 L4 P1 P1 L5 L5 L4 L5L5 c 8 8 8 8 10 10 10 10 10 G 1 e6 e7 eA eB e5.5 3.9 4 4.7 5 5.4 5.8 5.9 6 7 K L N O M G AC G G ACACR G SS 1 LCS W3a c c d a b G AC b 5 5 1 3 2 1 3 1 5 5 5 5 5 5 4 HP-1 L4 L5 L5 P1 P1 L5 USB GENERAL NOTES: A. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G MC CABLE AND CONNECT ALL ELECTRICAL EQUIPMENT IN APARTMENTS (EXEPT RANGE) TO 20A/1P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS AS INDICATED. B. PROVIDE 3#8, 1#10EG MC CABLE AND CONNECT RANGE RECEPTACLE IN APARTMENTS TO 40A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS 17,19. C. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G, MC CABLE AND CONNECT ALL LIGHTING IN APARTMENTS TO 20A/1P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT #6. PROVIDE ALL WIRING AS REQUIRED SO THAT LIGHT FIXTURES ARE CONTROLLED BY SWITCHES AS INDICATED. D. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G MC CABLE AND CONNECT HEAT PUMPS IN APARTMENTS TO 15A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS 13,15. E. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. F. MOUNT ALL REFRIGERATOR RECEPTACLES IN KITCHEN 4' AFF. G. ALL RECEPTACLES IN APARTMENTS SHALL BE LISTED AS TAMPER RESISTANT RECEPTACLES. H. PROVIDE INSTALLATION OF LOAD CENTERS SO THAT ALL COMPONENTS ARE AT 48" AFF MAX. I. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CENTERS SHALL BE CONNECTED TO COMBINATION TYPE ARC FAULT BREAKERS, EXCEPT FOR RECEPTACLES LOCATED IN BATHROOMS. J. SINGLE STATION SMOKE DETECTORS IN EACH APARTMENT SHALL BE INTERCONNECTED SUCH THAT WHEN ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS WITHIN THE APARTMENT. K. SINGLE STATION SMOKE DETECTORS IN APARTMENTS SHALL BE INSTALLED TO MEET THE FOLLOWING REQUIREMENTS: a. INSTALL A MINIMUM OF 36" FROM A BATHROOM CONTAINING A SHOWER OR TUB. b. INSTALL A MINIMUM OF 36" HVAC SUPPLY REGISTERS. c. INSTALL A MINIMUM OF 36" FROM THE TIP OF A CEILING SUSPENDED PADDLE FAN. REFER TO NFPA FOR ALL INSTALLATION REQUIREMENTS, NOT ALL REQUIREMENTS ARE LISTED HERE. PROGRESS PRINT DO NOT USE FOR CONTRUCTION 88/88/88 SCHEMATIC DESIGN NOT FOR CONSTRUCTION OR BIDDING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:32 PME300 APARTMENT ENLARGED PLANS - ELECTRICAL 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE 1/4" = 1'-0"1 APARTMENT ENLARGED PLAN - N208, N209, 210 1/4" = 1'-0"2 APARTMENT ENLARGED PLAN - N206 DRAWING NOTES: 1 PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN ALL HVI UNITS. 2 PROVIDE 2#12, 1#12G MC CABLE AND CONNECT HEAT PUMP HP-2 TO 30A/2P CIRCUIT BREAKER IN LOAD CENTER IN THIS APARTMENT, CIRCUIT NUMBERS 13,15. 1/4" = 1'-0"4 APARTMENT ENLARGED PLAN - N207 1/4" = 1'-0"5 APARTMENT ENLARGED PLAN - N205 1/4" = 1'-0"6 APARTMENT ENLARGED PLAN - N201, N202, N203, N204, N301, N302, N303, N304, N401, N402, N403, N404 J a,bS WAP S S J J F a,b MTVTV TV 3a3d cM 3a,db,c J SSWAP a,bFb 3a TVTV3a3M 3a,c S S S J J J WAP F 3aa,bb,c,dTV TV TVTV3aM a,b S F a,b J WAP 3aTV 3 b,c,d M 3a J J J F a,b,c a,bS S 3dWAP S TV TVTV3d M G AC AC G G R AC AC G 1 LC2 SS SS SS 1 1 HP W3 c c b a aadd d b G AC GAC G G 1 3 1 3 1 31 2 4 3 5 555 5 5 5 5 5 HP-2 8 8 8 8 8 8 10 10 10 10 10 L4 L4L4L5L5 P1 P1 L5 L5 L5 L5 L5 a 2 USB 1 SS SS LC1 AC G AC GG AC R AC G W3 a b 1 1 13 32 88 8 8 8 8 5 5 5 5 5 HP-1 4 b c L5 L4 L5L5 L5 a SS SS SS 1 1 1 LC2 G AC G G R G AC AC AC W3 b c c 4 8 8 88 10 10 1010 GG 1 3 1 3 13 1 HP-1 L5L4 L4 L5 L5 L4 L5 L5 P1P1 5 5 5 5 5d b a a a a 5 USB 1 R SS LCS AC AC G G G AC AC G W3 c c b a bd G 1 1 1 3 3 2 4 55 5 5 5 5 5 HP-1 L5 P1 P1 L5 L5 L4 5 a USB 11 1 LC2 SS SS SS GGG ACACACR GAC W3 cc b HP-2 1 G G 1 13 3 3 2 5 5 5 5 5 5 4 5 b a d d d L5 L5L5 L5 L5 P1 P1 L5 L4 8 8 8 8 10 10 10 10 5 L5 a 2 USB GENERAL NOTES: A. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G MC CABLE AND CONNECT ALL ELECTRICAL EQUIPMENT IN APARTMENTS (EXEPT RANGE) TO 20A/1P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS AS INDICATED. B. PROVIDE 3#8, 1#10EG MC CABLE AND CONNECT RANGE RECEPTACLE IN APARTMENTS TO 40A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS 17,19. C. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G, MC CABLE AND CONNECT ALL LIGHTING IN APARTMENTS TO 20A/1P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT #6. PROVIDE ALL WIRING AS REQUIRED SO THAT LIGHT FIXTURES ARE CONTROLLED BY SWITCHES AS INDICATED. D. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G MC CABLE AND CONNECT HEAT PUMPS IN APARTMENTS TO 15A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS 13,15. E. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. F. MOUNT ALL REFRIGERATOR RECEPTACLES IN KITCHEN 4' AFF. G. ALL RECEPTACLES IN APARTMENTS SHALL BE LISTED AS TAMPER RESISTANT RECEPTACLES. H. PROVIDE INSTALLATION OF LOAD CENTERS SO THAT ALL COMPONENTS ARE AT 48" AFF MAX. I. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CENTERS SHALL BE CONNECTED TO COMBINATION TYPE ARC FAULT BREAKERS, EXCEPT FOR RECEPTACLES LOCATED IN BATHROOMS. J. SINGLE STATION SMOKE DETECTORS IN EACH APARTMENT SHALL BE INTERCONNECTED SUCH THAT WHEN ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS WITHIN THE APARTMENT. K. SINGLE STATION SMOKE DETECTORS IN APARTMENTS SHALL BE INSTALLED TO MEET THE FOLLOWING REQUIREMENTS: a. INSTALL A MINIMUM OF 36" FROM A BATHROOM CONTAINING A SHOWER OR TUB. b. INSTALL A MINIMUM OF 36" HVAC SUPPLY REGISTERS. c. INSTALL A MINIMUM OF 36" FROM THE TIP OF A CEILING SUSPENDED PADDLE FAN. REFER TO NFPA FOR ALL INSTALLATION REQUIREMENTS, NOT ALL REQUIREMENTS ARE LISTED HERE. PROGRESS PRINT DO NOT USE FOR CONTRUCTION 88/88/88 SCHEMATIC DESIGN NOT FOR CONSTRUCTION OR BIDDING DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:36 PME301 APARTMENT ENLARGED PLANS - ELECTRICAL 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE DRAWING NOTES: 1 PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN ALL HVI UNITS. 2 PROVIDE 2#12, 1#12G MC CABLE AND CONNECT HEAT PUMP HP-2 TO 30A/2P CIRCUIT BREAKER IN LOAD CENTER IN THIS APARTMENT, CIRCUIT NUMBERS 13,15. 1/4" = 1'-0"2 APARTMENT ENLARGED PLAN - N308, N408 1/4" = 1'-0"3 APARTMENT ENLARGED PLAN - N309, N409 1/4" = 1'-0"4 APARTMENT ENLARGED PLAN - N310, N311, N312, N410, N411, N412, N509, N510, N511, N609, N610, N611 1/4" = 1'-0"5 APARTMENT ENLARGED PLAN - N306, N307, N406, N407 1/4" = 1'-0"6 APARTMENT ENLARGED PLAN - N305, N405 F 3a a,ba,bSSS J J J J S WAPTV TVTVTVM 3ab,c,d b,ca,b F SWAP J F S S S JJ J WAP TV TV TVTV M M 33a3ab,c 3a3ad a,b,c 3d F S S S J J J WAP a,bT V TVTVM 3d a,b3a 3aFS J WAP TVM b,cGENERAL NOTES: A. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G MC CABLE AND CONNECT ALL ELECTRICAL EQUIPMENT IN APARTMENTS (EXEPT RANGE) TO 20A/1P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS AS INDICATED. B. PROVIDE 3#8, 1#10EG MC CABLE AND CONNECT RANGE RECEPTACLE IN APARTMENTS TO 40A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS 17,19. C. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G, MC CABLE AND CONNECT ALL LIGHTING IN APARTMENTS TO 20A/1P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT #6. PROVIDE ALL WIRING AS REQUIRED SO THAT LIGHT FIXTURES ARE CONTROLLED BY SWITCHES AS INDICATED. D. UNLESS OTHERWISE NOTED, PROVIDE 2#12, 1#12G MC CABLE AND CONNECT HEAT PUMPS IN APARTMENTS TO 15A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER, CIRCUIT NUMBERS 13,15. E. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. F. MOUNT ALL REFRIGERATOR RECEPTACLES IN KITCHEN 4' AFF. G. ALL RECEPTACLES IN APARTMENTS SHALL BE LISTED AS TAMPER RESISTANT RECEPTACLES. H. PROVIDE INSTALLATION OF LOAD CENTERS SO THAT ALL COMPONENTS ARE AT 48" AFF MAX. I. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CENTERS SHALL BE CONNECTED TO COMBINATION TYPE ARC FAULT BREAKERS, EXCEPT FOR RECEPTACLES LOCATED IN BATHROOMS. J. SINGLE STATION SMOKE DETECTORS IN EACH APARTMENT SHALL BE INTERCONNECTED SUCH THAT WHEN ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS WITHIN THE APARTMENT. K. SINGLE STATION SMOKE DETECTORS IN APARTMENTS SHALL BE INSTALLED TO MEET THE FOLLOWING REQUIREMENTS: a. INSTALL A MINIMUM OF 36" FROM A BATHROOM CONTAINING A SHOWER OR TUB. b. INSTALL A MINIMUM OF 36" HVAC SUPPLY REGISTERS. c. INSTALL A MINIMUM OF 36" FROM THE TIP OF A CEILING SUSPENDED PADDLE FAN. REFER TO NFPA FOR ALL INSTALLATION REQUIREMENTS, NOT ALL REQUIREMENTS ARE LISTED HERE. 2 1A 3 4 B C D 3.5 A 3.9 2A 1 1.9 D.9 SS SS SS 1 1 1 1 SS G AC G G G AC AC AC R G AC W3 3 LC3 G G 1 1 1 155 5 5 5 5 5 5 5 5 3 8 8 8 8 8 10 10 10 10 10 10 12 12 12 12 12 4 HP-2 3 3 L4L4L4L4 P1 P1 L5L5 L5 L5 L5 L5 L5 aaaa d d c c b a b 2 USB 2 1A 3 E F H K 3.5 G J 2A 1.9 R AC AC G G SS G AC 1 1 11 SS SSSS LC2 GGG ACACACR G AC W3 W3 3 LCS HP 2 G AC G AC 5 5 5 5 5 5 1 3 1 3 4 HP-1 8 8 8 8 10 10 10 10 5 5 5 5 5 GG 1 3 1 3 13 1 L5 L5 L5 P1 P1 L4 L4 L5 L5 L5 L5 L5 L4 a b a b c a b a a c c b d USB 2 1A 3 4 L 3.5 3.9 2A M 1.9 M.9 1 1 1 SS SS SS ACACAC GGG R LC2 G AC W3 3 5 HP-1 55 5 8 8 10 10 10 10 10 8 8 5 5 5 G G 2 1 3 1 3 1 31 4 L5 L4 P1 P1 L5L4 L5 L4 L5L5 L4 d d d d c c b a b USB 4 6 K L 5 4.7 5.4 5.9 5.8 73.9 EXG 6 EXG A EXG B M 6.5 M.9 1 SS ACAC AC GG G R W3 LCS HP-1 AC G G AC 5 5 5 5 5 5 5 4 2 1 3 1 3 L5 L5 L5 L4 c b a b a DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:45 AME302 APARTMENT ENLARGED PLANS - ELECTRICAL 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionDRAWING NOTES: 1 PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN ALL HVI UNITS. 2 PROVIDE 2#12, 1#12G MC CABLE AND CONNECT HEAT PUMP HP-2 TO 30A/2P CIRCUIT BREAKER IN LOAD CENTER IN THIS APARTMENT, CIRCUIT NUMBERS 13,15. 1/4" = 1'-0"2 APARTMENT ENLARGED PLAN - N508, N608 1/4" = 1'-0"3 APARTMENT ENLARGED PLAN - N506, N507, N606, N607 1/4" = 1'-0"4 APARTMENT ENLARGED PLAN - N505, N605 1/4" = 1'-0"5 APARTMENT ENLARGED PLAN - N501, N502, N503, N504, N601, N602, N603, N604 REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 1 0'1'2'4'8' S NAC M M M M M M ASD ASD M EC M EC H H eA55.8 5.9 6 H J 6.5 B-2 B-1 BP-1BP-2 PP6N614 ELEC2170 ELEV N613 TRASH N612 MECH B-1 B-2 1 3 P-1 P-2 P-2 P-1 3 3 1 L2 L2 ELEV-1 ELEV-2 G G 1D 1T 1D 1T 24 26 PP6 PP6 ELEV-2 CABCAB ELEV-1 1 1 GENERAL NOTES: A. COORDINATE EXACT LOCATIONS OF ALL ELEVATOR EUIPMENT IN THE FIELD WITH ELEVATOR INSTALLER INCLUDING LIGHTING, RECEPTACLES, TELEPHONE OUTLETS ETC. IN THE SHAFT. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:49 AME303 ENLARGED PLANS- ELECTRICAL 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject Description1/4" = 1'-0"1 ENLARGED SIXTH FLOOR MECHANICAL ROOM REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 0'1'2'4'8' EMERGENCY BATTERY UNIT WITH LIGHT HEADS 7'-6" CEILING RECEPTACLE 4'-0" EB EXIT LIGHT SWITCH 2. MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK COURSING. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE ON THE DRAWINGS. 1. DETAIL NOTES: 1'-6" DIVIDED SURFACE RACEWAY SAFETY SWITCH OR STARTER 6'-7" MAX. TO HIGHEST SWITCH WALL PHONE 3'-10" HORN/LIGHT LENS ON TOP FINISHED FLOOR 3'-8" PULLSTATIONCOORDINATE EXACT MOUNTING HEIGHT WITH OWNER ENTIRE LENS SHALL BE MINIMUM 80" AFF AND NOT GREATER THAN 96" AFF. WHERE NOT PERMITTED BY CEILING HEIGHT DEVICE SHALL BE MOUNTED WITHIN 6" OF THE CEILING.0' - 8"EQUIPMENT BASE 2" MIN. 2" MIN. 1" 1" 4"FINISHED FLOOR DETAIL NOTES: ANCHOR BOLT, SIZE & LOCATION AS REQUIRED TO MATCH EQUIPMENT BASE. PLASTIC SLEEVE & ANCHOR. #3 REINFORCING BARS, 12" O.C. EACH WAY. #4 DOWEL, 12" O.C. CHAMFER. CONCRETE PAD 3,000 PSI CONCRETE, LENGTH & WIDTH, 6" GREATER THAN THE EQUIPMENT BASE PLATE. 6 5 1 2 3 4 1 2 3 4 5 6 LOAD CEILING SENSOR 120/277V LOW VOLTAGE MOMENTARY SWITCHADDITIONAL SWITCHES AS INDICATED ON THE PLAN VIEWS DETAIL NOTES: 0-10VDC DIMMING SIGNAL PROVIDE ADDITIONAL SENSORS AS INDICATED ON THE PLANS AND AS RECOMMENDED BY THE MANUFACTURERS. ADDITIONAL SWITCH PACKS SHALL BE PROVIDED TO ACCOMMODATE THE SENSOR QUANTITIES, MANUFACTURER RECOMMENDATIONS, AND INDICATED SEQUENCE. 0-10VDC DIMMER SUITABLE FOR USE WITH THE INDICATED LUMINAIRE TYPE POWER SUPPLY. PROVIDE WHERE INDICATED ON THE PLANS. CONTRO L OUTPUT COMMON +24 VDC SWITCH PACKNEUTRAL LINE D 2 1 2 1 SEQUENCE OF OPERATION ROOM UNOCCUPIED: LIGHTING TO BE OFF AFTER TIME DELAY FROM LAST MOTION SENSING. ROOM OCCUPIED: UPON SENSING OF MOTION IN THE SPACE, THE SENSOR SHALL ENABLE THE SWITCH PACK BUT NOT ENERGIZE THE LIGHTING (LOAD) UNTIL MANUAL OPERATION OF THE MOMENTARY SWITCH(ES). LIGHTING SHALL REMAIN ENERGIZED UNTIL MOTION IS NOT SENSED (INITIATE TIME DELAY, SET FOR 30 MINUTES) OR ANOTHER OPERATION OF THE MANUAL MOMENTARY SWITCH AND THEN DE-ENERGIZE. DIMMER SHALL CONTROL OUTPUT WHENEVER ENERGIZED. 1. 2. 3. LOAD CEILING SENSOR 120/277V SWITCH DETAIL NOTES: PROVIDE ADDITIONAL SENSORS AS INDICATED ON THE PLANS AND AS RECOMMENDED BY THE MANUFACTURERS. PROVIDE INDICATED SWITCHING. CONTRO L OUTPUT COMMON +24 VDC SWITCH PACKNEUTRAL LINE 2 1 2 1 SEQUENCE OF OPERATION ROOM UNOCCUPIED: LIGHTING TO BE OFF AFTER TIME DELAY FROM LAST MOTION SENSING. ROOM OCCUPIED: UPON SENSING OF MOTION IN THE SPACE, THE SENSOR SHALL ENABLE THE SWITCH PACK TO ENERGIZE THE LIGHTING (LOAD). LIGHTING SHALL REMAIN ENERGIZED UNTIL MOTION IS NOT SENSED (INITIATE TIME DELAY, SET FOR 30 MINUTES). 1. 2. 3/4" FLEXIBLE CONDUIT OR MC CABLE MAXIMUM 6' LENGTH 3/4" FLEXIBLE CONDUIT OR MC CABLE MAXIMUM 6' LENGTH TYPICAL 2'x4' LUMINAIRE 3/4" EMT 3/4" EMT J PANEL NUMBER BRANCH BREAKER NUMBER 4LN3B-17 DYMO LABEL, VERIFY COLOR WITH OWNER, ADHERE TO COVERPLATE USING CONTACT CEMENT. FACTORY ADHESIVE WILL NOT BE SUFFICIENT. ACTUAL CIRCUIT INFORMATION SHALL BE AS INSTALLED AND NOT NECESSARILY THE SAME CIRCUIT NUMBER AS SHOWH ON THE PLANS. GROUNDING PIN ON TOP OR TO LEFT OF OUTLET ON HORIZONTALLY MOUNTED RECEPTACLES 4LN3B-17 PROVIDE GREEN GROUND WIRE IN ALL RECEPTACLE CIRCUITS. CONNECT TO GROUND BUS IN PANEL. DO NOT INSTALL RECEPTACLES, COMPUTER OR TELEPHONE OUTLETS BACK TO BACK. INSTALL IN ADJACENT STUD CAVITIES, TO REDUCE SOUND TRANSMISSION. TYPICAL DETAIL NOTES: A. B. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:48 PME500 DETAILS - ELECTRICAL 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNTS1Typical Equipment and Wiring Devices Mounting Heights NTS3CONCRETE EQUIPMENT BASE DETAIL (ELEC) NTS4Ceiling Mounted Vacancy Sensor NTS5Ceiling Mounted Occupancy Sensor NTS6TYPICAL BRANCH CIRCUIT WIRING FOR CEILING NTS2Typical Receptacle Identification REVISION SCHEDULE NAME DATE TO SERVICE ENTRANCE EQUIPMENT GROUND BUS. 600V INSULATED COPPER CONDUCTOR INSTALLED IN PVC RACEWAY. #4/O BARE COPPER GROUNDING CONDUCTOR. INSTALL 1'-0" MIN. BELOW FINISHED GRADE (TYP). 10'-0" (TYP) 5'-0" (TYP) AT POINT OF ENTRANCE TO FACILITY, PROVIDE SOLDER BLOCK IN GROUNDING ELECTRODE CONDUCTOR. SEAL CONDUIT TO CONDUCTOR 100% WATERPROOF. GROUNDING ELECTRODE CONDUCTOR SHALL BE: 1. MINIMUM SIZE 2/O COPPER FOR 400A SERVICE. 2. SIZE 4/0 FOR OVER 400A SERVICE. PROVIDE ADDITIONAL RODS AND INTERCONNECTIONS AS NECESSARY TO OBTAIN SPECIFIED OR UTILITY MAXIMUM RESISTANCE TO GROUND WHICHEVER IS LESS. 3/4" 0 X 10'-0" COPPERWELD GROUND ROD. DRIVE FULL LENGTH INTO GROUND. TOP OF ROD TO 12" MIN. BELOW FINISHED GRADE (TYP). DETAIL NOTES: 1. 2. 3. L1 L2 L3N GROUNDED CONDUCTOR SERVICE ENTRANCE CONDUCTORS SERVICE ENTRANCE DISCONNECTING MEANS NEUTRAL BUS GROUND BUS GROUNDING ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER SPECIFICATIONS. IF NO SIZE IS SPECIFIED, PROVIDE INSULATED COPPER CONDUCTOR SIZED PER N.E.C., TABLE 250-66. INSTALL IN RIGID, SCHEDULE 40, PVC RACEWAY. METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH EARTH FOR 10 FEET OR MORE. SHALL BE SUPPLEMENTED BY ITEMS 3 & 4. BUILDING STRUCTURAL STEEL. MADE GROUNDING ELECTRODE. REFER TO MADE GROUNDING ELECTRODE-GROUND GRID" DETAIL & SPECIFICATIONS. MAIN BONDING JUMPER. PROVIDE INSULATED COPPER CONDUCTOR PER N.E.C. ARTICLE 250-28. BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARE COPPER BONDING JUMPER PER N.E.C ARTICLE 250-28. 432 1 1 1 1 5 6 DETAIL NOTES: 1 2 3 4 5 6 NCNOC N EM L L LL L N L EMERGENCY LIGHTING (TYPICAL) LOCAL LIGHTING CONTROL SWITCH OR DIMMING SWITCH MECHANICALLY HELD LIGHTING CONTACTOR (SEE SPEC.) ELECTRONIC TIME CLOCK CONTROLLER 120V. OPEN CLOSE 1P. 20A. 1P. 20A. 1P. 20A. D WRAP ALL JOINTS 100% WATER TIGHT DRILL WALL AND INSERT REBARS. USE NON-SHRINK GROUT. REFER TO DUCTBANK SECTIONS FOR QUANTITY OF REBARS PVC CONDUIT #4 REBARS, 5'-0" LONG ON TOP AND BOTTOM OF DUCTBANK TYPICAL - SEAL VAPOR BARRIER TO CONDUIT WALL PULLBOX AT EACH CONDUIT, PROVIDE AN ENGRAVED PLASTIC NAMEPLATE, INDICATING CONDUIT NO., AND ATTACH TO CONDUIT WITH NYLON CABLE TIE. DETAIL NOTES: 1 1 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.2/14/2020 4:52:51 PME501 DETAILS - ELECTRICAL 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE NTS1ELECTRODE GROUND GRID NTS2SERVICE ENTRANCE GROUNDING NTS3TYPICAL LIGHTING CONTACTOR CONTROL WIRING DIAGRAM NTS4TYPICAL CONDUIT PENETRATION INTO BUILDING REFERENCE NOTES: A. COORDINATE ALL EQUIPMENT ASSOCIATED WITH FEEDER FOR ELEVATOR WITH OFFICIAL ELEVATOR SUBMITAL. SIZE IS ESTIMATED UNTIL OFFICIAL SUBMITTAL IS RECIEVED AND WILL MOST LIKELY BE REDUCED TO A LOWER AMPERAGE. B.HEAT PUMP NAMES DO NOT MATCH MECHANICAL DRAWINGS AND WERE COMBINED FOR SIMPLICITY. C. HEAT PUMPS USED OUTSIDE OF APARTMENTS AND ARE LOCATED IN VARIOUS AREAS. CONNECTED AS INDICATED ON THE FLOOR PLANS. D.ELEVATOR DISCONNECTS SHALL HAVE AUXILIARY CONTACTS. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:52 AME600 SCHEDULES - ELECTRICAL 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 1 1 1 ELEVATOR #2 CAB ELEVATOR PIT 1 120 15.0 PPB-35 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X 30 20 AU ELEV-2 ELEVATOR #2 MACHINE ELEVATOR PIT 25 3 208 74.8 SB1-10 200/3 3#2 1# 6 1-1/2"C 3#2 1# 6 1-1/2"C X 200 150 AU A,D ELEV-2 ELEVATOR #1 CAB ELEVATOR PIT 1 120 15.0 PPB-32 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X 30 20 AU ELEV-1 ELEVATOR #1 ELEVATOR PIT 25 3 208 74.8 SB1-9 200/3 3#2 1# 6 1-1/2"C 3#2 1# 6 1-1/2"C X 200 150 AU A,D ELEV-1 SP-1 SUMP PUMP SP-1 ELEVATOR PIT 1 120 PPB-31 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X SP-1 SP-4/5 SUMP PUMPS SP-4&5 MECH ROOM N002 1 120 21.0 PPB-29 40/1 2#8 1#10 3/4"C 2#8 1#10 3/4"C X SP-4/5 SP-2/3 SUMP PUMPS SP-2&3 MECH ROOM N002 1 120 21.0 PPB-27 40/1 2#8 1#10 3/4"C 2#8 1#10 3/4"C X SP-2/3 WH-2 WATER HEATER MECH ROOM N002 216 3 208 599.6 SB1-8 800/3 2-3#500 1#1/0 (2) 4"C 2-3#500 1#1/0 (2) 4"C 800 NF AU WH-2 WH-1 WATER HEATER MECH ROOM N002 216 3 208 599.6 SB1-7 800/3 2-3#500 1#1/0 (2) 4"C 2-3#500 1#1/0 (2) 4"C 800 NF AU WH-1 EUH-4 ELECTRIC UNIT HEATER TRASH/RECYCLE 3 1 208 14.4 PP2-27,29 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EUH-4 EUH-3 ELECTRIC UNIT HEATER LOADING ZONE 7.5 1 208 36.1 PP2-51,53 50/2 2#6 1#10 1"C 2#6 1#10 1"C X IU EUH-3 EUH-2 ELECTRIC UNIT HEATER ELECTRICAL ROOM 7.5 1 208 36.1 PPB-10,12 50/2 2#6 1#10 1"C 2#6 1#10 1"C X IU EUH-2 EUH-1 ELECTRIC UNIT HEATER MECHANICAL ROOM 7.5 1 208 36.1 PPB-20,22 50/2 2#6 1#10 1"C 2#6 1#10 1"C X IU EUH-1 CUH-2 CABINET UNIT HEATER VEST. N110 4 1 208 19.2 PP2-47,49 30/2 2#10 1#10 3/4"C 2#10 1#10 3/4"C X IU CUH-2 CUH-1 CABINET UNIT HEATER VEST. N110 4 1 208 19.2 PP2-43,45 30/2 2#10 1#10 3/4"C 2#10 1#10 3/4"C X IU CUH-1 EF-5 EXHAUST FAN 4TH FLOOR ELEC. RM.1 120 PPB-39 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X EF-5 EF-4 EXHAUST FAN BASEMENT 1 120 PP4-49 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X EF-4 EF-3 EXHAUST FAN ELEVATAOR EXHAUST 1/4 1 120 5.8 PP6-20 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X EF-3 EF-2 EXHAUST FAN LOADING /TRASH COMPACTOR 1/4 1 120 5.8 PP2-24 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X EF-2 EF-1 EXHAUST FAN TRASH/RECYCLE 1/4 1 120 5.8 PP2-22 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X EF-1 EWH-6 ELECTRIC WALL HEATER STAIR ST-1 5TH FLOOR 2 1 208 9.6 PP-6-23,25 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EWH-6 EWH-5 ELECTRIC WALL HEATER STAIR ST-3 ENTRANCE 2 1 208 9.6 PP2-23,25 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EWH-5 EWH-4 ELECTRIC WALL HEATER STAIR ST-3 ROOF ACCESS 2 1 208 9.6 PP6-19,21 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EWH-4 EWH-3 ELECTRIC WALL HEATER STAIR ST-3 5TH FLOOR 2 1 208 9.6 PP6-15,17 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EWH-3 EWH-2 ELECTRIC WALL HEATER STAIR ST-3 3RD FLR 2 1 208 9.6 PP4-31,33 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EWH-2 EWH-1 ELECTRIC WALL HEATER STAIR ST-3 1ST FLR 2 1 208 9.6 PP2-31,33 20/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU EWH-1 RP-1 RECIRC PUMP 1 MECH ROOM N002 0.2 1 120 PPB-33 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X RP-1 P-2 PUMP 2 MECH ROOM 612 10 3 208 30.8 SB1-6 80/3 3#8 1#8 3/4"C 3#8 1#8 3/4"C X P-2 P-1 PUMP 1 MECH ROOM 612 10 3 208 30.8 SB1-5 80/3 3#8 1#8 3/4"C 3#8 1#8 3/4"C X P-1 BP-2 BOILER PUMP 2 MECH ROOM 612 0.3 1 120 2.5 PP6-37 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X BP-2 BP-1 BOILER PUMP 1 MECH ROOM 612 0.3 1 120 2.5 PP6-35 20/1 2#12 1#12 1/2"C 2#12 1#12 1/2"C X BP-1 B-2 BOILER MECH ROOM 612 140 3 208 388.6 SB1-4 500/3 2-3#250 1#2 (2) 3"C 2-3#250 1#2 (2) 3"C X 400 NF AU B-2 B-1 BOILER MECH ROOM 612 140 3 208 388.6 SB1-3 500/3 2-3#250 1#2 (2) 3"C 2-3#250 1#2 (2) 3"C X 400 NF AU B-1 HP-C HEAT PUMP (NON RESIDENTIAL) VARIOUS 1 208 14.3 SEE PLANS 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X IU C HP-C HP-B HEAT PUMP (NON RESIDENTIAL) VARIOUS 1 208 19.9 SEE PLANS 30/2 2#10 1#10 3/4"C 2#10 1#10 3/4"C X IU C HP-B HP-A HEAT PUMP (NON RESIDENTIAL) VARIOUS 1 208 5.0 SEE PLANS 15/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU C HP-A HP-2 HEAT PUMP (RESIDENTIAL) VARIOUS 1 208 15.5 LC#-11/13 30/2 2#10 1#10 3/4"C 2#10 1#10 3/4"C X IU B HP-2 HP-1 HEAT PUMP (RESIDENTIAL) VARIOUS 1 208 7.8 LC#-11/13 15/2 2#12 1#12 1/2"C 2#12 1#12 1/2"C X IU B HP-1 EC-1 EVAPORATIVE COOLER ROOF 15 3 208 70.0 SB1-2 100/3 3#2 1#8 1-1/2"C 3#2 1#8 1-1/2"C X EC-1 ERV-1 ENERGY RECOVERY UNIT ROOF 3 208 272.0 SB1-1 300/3 3#350 1#4 3"C 3#350 1#4 3"C X ERV-1 PHASE/N GROUND CONDUIT PHASE/N GROUND CONDUIT SWITCH AMPS FUSE SIZE LOC. WEATHER PROOF REF. NOTES ITEM ID NAME ROOM LOCATION HP KW PHASE SYSTEM VOLTS MCA or SYSTEM AMPS PANEL or CONTROL CENTER CIRCUIT BREAKER or "FU" FOR FUSE POWER WIRING FROM PANEL TO CONTROL UNIT POWER WIRING FROM CONTROL UNIT TO EQUIPMENT NEMA SIZE STARTERNEMA TYPEMANUAL MOTOR STARTERMANUAL MOTOR STARTER WITHRELAYMAGNETIC STARTERCOMBINATION MAGNETIC STARTERCOMBINATION STARTER MP/FUSE (F)SIZEADJUSTABLE SPEED DRIVEADJUSTABLE SPEED DRIVEWITH BYPASSADJUSTABLE SPEED DRIVEWITH REDUNDANT ASDPACKAGED CONTROL UNITFURNISHED BY OTHERSDUPLEX PUMP CONTROLLER BYOTHERSFIRE ALARM FAN SHUTDOWNREQUIREDSUPPLY DUCT SMOKE DETECTOR W/REMOTE TEST STATIONRETURN DUCT SMOKE DETECTORW/ REMOTE TEST STATIONTHERMOSTAT CONNECTIONAQUASTAT CONNECTIONMOTORIZED DAMPER CONNECTIONSTART/STOP PUSHBUTTONSHAND/OFF/AUTO SELECTOR SWITCHCONTROL DEVICE LOCATIONSAFETY SWITCH ITEM ID EQUIPMENT POWER SOURCE, PROTECTION & WIRING CONTROL DEVICES AS SHOWN ON THE PLANS BY ITEM DESIGNATION G. "IU"... F. "NF"... E. "AU"... D. PROV... C. ALL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. B. ITEM NUMBER INDICATES EQUIPMENT NUMBER A. ALL DEVICES PROVIDED BY THE DIVISION 16 CONTRACTOR. ELECTRIC EQUIPMENT AND CONTROL SCHEDULE GENERAL NOTES: REFERENCE NOTES: A. THE TWO 200A/3P CIRCUIT BREAKERS ARE FOR THE ELEVATORS AND SHALL HAVE 24VDC SHUNT TRIP FEATURE. B.PROVIDE EXTERNAL SPD FOR SWITCHBOARD, UTILIZE 15/3 CIRCUIT BREAKER TO FEED SPD. C. ALL 20A/1P CIRCUIT BREAKERS IN LOAD CENTER , EXCEPT ONE USED FOR BATHROOM CIRCUIT, SHALL BE AFCI CIRCUIT BREAKERS. REFERENCE NOTES: A. PROVIDE VARIOUS CONTINUOUS FIXTURE LENGTHS AS INDICATED ON FLOOR PLAN. B. PROVIDE CEILING OR WALL MOUNTED EXIT SIGNS WITH FACES AS INDICATED ON FLOOR PLANS. PROVIDE SUPPORT INDEPENDENT OF CEILING GRID. PENDANT MOUNT EXIT SIGNS WHERE NECESSARY. C.PROVIDE TWO EXTRA LIGHT FIXTURES FOR ATTIC STOCK. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:55 AME601 SCHEDULES - ELECTRICAL 02.14.2020 2017054 Author 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionREVISION SCHEDULE NAME DATE Addendum #1 03/02/20 1 1 EMERGENCY BATTERY LIGHTING UNIT, WHITE THERMOPLSTIC HOUSING, TWO ADJUSTABLE LED LAMP HEADS, NI-CAD BATTERY, SELF DIAGNOSTICS LITHONIA ELM4L SERIES LED LAMP HEADS, 3.3W PERR LAMP HEAD, 640 LUMENS TOTAL 120V WALL 1.35W C LED EXIT SIGN, RED LETTERS, BRUSHED ALUMINUM FACE WITH NI-CAD BATTERY BACKUP AND SELF-DIAGNOSTICS LITHONIA TLE SIGNATURE SERIES LED MODULE 120V WALL/ CEILING 1W B,C X2 6" LED UL LISTED WET LOCATION DOWNLIGHT FIXTURE WITH EM BATTERY OPTION FOCAL POINT: FLC6D-RO-2000L-120-LD1-T- EM LED,3000K, 2000 LUMENS 120V RECESSED 21W C X1 EXTERIOR ARCHITECTURAL LED WALL PACK, TRAPAZOIDAL SHAPE, FINISH TO BE CHOSEN BY ARCHITECT. PROVIDE WITH EM BATTERY OPTION. HUBBELL LIGHTING: RD12-24L-30-3K8-3-UNV LED, 3000K, 3700 LUMENS 120V WALL 28W C W3 MIRROR WITH INTEGRAL LIGHT, SPECIFIED BY ARCHITECT, CONNETED AND INSTALLED BY ELECTRICAL CONTRACTOR. LED 120V WALL W2 WALL MOUNTED STAIRWELL LUMINAIRE, INTEGRAL OCCUPANCY SSENSOR, 50% LIGHT OUTPUT AFTER 15 MIN OF NO OCCUPANCY, 100% OUTPUT UPON OCCUPANCY, CURVED FROSTED POLYCARBONATE LENS COLUMBIA LIGHTING ESCALATE SERIES LED, 3500K, 4000 LUMENS 120V STEP DIMMING WALL 35W C W1 WALL MOUNTED SCONCE, BRUSHED ALUMINUM FINISH MODERN FORMS BLADE WS-11718 LED, 3000K, 1348 LUMENS 120V WALL 19W C P1 DECORATIVE LED PENDANT, ARCHITECT TO SELECT SHADE COLOR, TRIM COLOR, POWER CORD COLOR FROM FULL RANGE OF STANDARD OPTIONS COOPER LIGHTING SHAPER 1400 SERIES LED, 80 CRI, 3000K, 780 LUMENS 120V 0-10V DIMMING PENDANT 13W C L6 LINEAR LED RECESSED FIXTURE, 2.5" APERTURE, FLUSH FROSTED ACRYLIC LENS, UL LISTED FOR WET LOCATION FOCAL POINT SEEM 2 SERIES LED, 3000K, 375 LUMENS PER FOOT 120V 0-10V DIMMING RECESSED IN EXTERIOR CANOPY 4.75W PER FOOT A,C L5 12" LED SURFACE MOUNT SLIM ROUND DISK LIGHT, FINISH TO BE CHOSEN BY ARCHITECT LITON LCMPD12R OR APPROVED EQUAL LED, 3000K, 2000 LUMENS 120V SURFACE 22W C L4 5.5" LED SURFACE MOUNT SLIM DISK LIGHT, FINISH TO BE CHOSEN BY ARCHITECT LITON LCMPD5R OR APPROVED EQUAL LED, 3000K, 1000 LUMENS 120V SURFACE 11W C L3 4' LED WRAP AROUND LENSED FIXTURE. CUREVED DIFFUSER H.E. WILLIAMS 39 LED SERIES LED, 3500K, 3000 LUMENS 120V 0-10V DIMMING PENDANT/ SURFACE 25W C L2 4' LED FULLY ENCLOSED AND GASKETED INDUSTRIAL FIXTURE H.E. WILLIAMS 96 LED SERIES LED, 3500K, 6200 LUMENS 120V 0-10V DIMMING WALL 48W C L1 4' LED WRAP AROUND LENSED FIXTURE. CUREVED DIFFUSER H.E. WILLIAMS 39 LED SERIES LED, 3500K, 3000 LUMENS 120V 0-10V DIMMING PENDANT/ SURFACE 25W C TYPE DESCRIPTION MFR. & CATALOG No. LAMP VOLTAGE/DRIVER MOUNTING UNIT WATTS REFERENCE NOTES LUMINAIRE SCHEDULE 1 40A 2 LC3 APARTMENTS X 208/120 1 3 100 100 10k X 1 15A 2 9 3 20A 1 16 C 1 40A 2 LC2 APARTMENTS X 208/120 1 3 100 100 10k X 1 20A 2 8 4 20A 1 16 C 1 40A 2 LC1 APARTMENTS X 208/120 1 3 100 100 10k X 1 15A 2 7 5 20A 1 16 C 1 40A 2 LCS APARTMENTS X 208/120 1 3 100 100 10k X 1 15A 2 6 6 20A 1 16 C N613 2 15 2 PP6 ELEC X 208/120 3 4 100 100 10k X 3 20 2 23 9 20 1 42 2 15 2 N413 4 30 2 PP4 ELEC X 208/120 3 4 200 200 10k X 1 20 2 29 11 20 1 54 6 30 2 N211 1 50 2 PP2 ELEC X 208/120 3 4 225 225 22k X 4 20 2 23 25 20 1 1 15 2 72 2 40 1 ROOM 2 50 2 PPB ELECTRICAL X 208/120 3 4 200 200 42k X 8 30 2 0 20 2 23 9 20 1 54 1 15 3 2 150 3 1 300 3 2 200 3 2 80 3 ROOM 2 800 3 SB1 ELECTRICAL X 208/120 3 4 3000 3000A 65k X 2 500 3 2 100 3 1 225 3 A,B VOLT PHASE WIRE F S ACTIVE SPARE SPACE NAME ROOM LOCATION DIST.BRANCH CIR.MLO MCB MFS THRU FEED LUGS SUB FEED LUGS QUANTITY FRAME / SWITCH SIZE TRIP / FUSE SIZE-FU POLES PANEL INFORMATION TYPE VOLTAGE RATING BUS RATING MAIN AMPERE RATING KAIC (RMS SYM) MOUNT BRANCH CIRCUIT DEVICES TOTAL NO. OF CIRCUITS NOTES PANELBOARD SCHEDULE 1 1 1 1 1 1 GENERAL NOTES: A. COORDINATE ELECTRIC SERVICES WITH UTILITY. UTILITY WILL HAVE TO REPLACE EXISTING TRANSFORMER WITH NEW LARGER TRANSFORMER AND MAY HAVE TO MAKE UPGRADES TO THE SERVICE TO THE TRANSFORMER AND MAY ALSO NEED TO MAKE OTHER CHANGES TO THE EXISTING SECONDARY FEEDERS ON EAST SIDE OF THE BUILDING WHICH RUN SOUTH TO A VAULT WHICH FEEDS MULTIPLE OTHER BUILDINGS. B. SWITCHBOARD SHALL BE NO MORE THAN 36" DEEP. C.PROVIDE ALL REQUIRED P.T.'S AND C.T.'S TO METER THE SERVICE TO THE SWITCHBOARD. PROVIDE WALL MOUNTED CABINET FOR INSTALLATION OF THE METER BY UTILITY. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:30:59 AME700 ONE-LINE DIAGRAM 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionSST LSIG 3000/3 DRAWING NOTES: 1 LOAD CENTERS LOCATED IN APARTMENTS. REFER TO FLOOR PLANS FOR NUMBERS OF APARTMENTS PER FLOOR. 2 NOT ALL CIRCUIT BREAKERS IN SB1 ARE SHOWN, REFER TO PANELBOARD SCHEDULE FOR CIRCUIT BREAKERS REQUIRED AND REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR MECHANICAL EQUIPMENT TO BE FED FROM SB1. 1 LC3 208/120V 1PH,3W 100A 100/2 2000/3 METER CENTER MC1, 2000A MCB, 208/120V, 3-PH, 4W WH T SB1, 3000A MCB, 208/120V, 3-PH, 4W WH PPB 208/120V PP2 208/120V PP4 208/120V # PP6 208/120V 1 LC1 208/120V 1PH,3W 100A 100/2 WH 8 SETS OF: 4#500, 1#500G, 4"C 5 SETS OF: 4#600, 1#250G, 4"C 200/3 WH 400/3 WH 1 LC2 208/120V 1PH,3W 100A 100/2 WH 1 LC1 208/120V 1PH,3W 100A 100/2 WH 3#2, 1#8EG MC CABLE, TYPICAL FOR ALL LOAD CENTERS CONDUIT WITH PULL STRING FOR COMMERCIAL TENANT. CONDUIT SHALL BE STUBBED INTO SPACE AS INDICATED ON FLOOR PLANS (1) 3-1/2"C (1) 2-1/2"C 200/3 WH SPARE 200A METER AND CIRCUIT BREAKER FOR POTENTIAL FUTER TENANT 4#2, 1#8EG, 1-1/2"C 4#4/0 1#4EG, 2-1/2"C 225/3 100/3 225/3 100/3 2 SST LSIG 3000/3 1 LC3 208/120V 1PH,3W 100A 100/2 2000/3 METER CENTER MC1, 2000A MCB, 208/120V, 3-PH, 4W WH T UTILITY PAD MOUNTED TRANSFORMER SB1, 3000A MCB, 208/120V, 3-PH, 4W WH 1 LC1 208/120V 1PH,3W 100A 100/2 WH 8 SETS OF: 4#500, 1#500G, 4"C 5 SETS OF: 4#600, 1#250G, 4"C 200/3 WH 400/3 WH 1 LC2 208/120V 1PH,3W 100A 100/2 WH 1 LC1 208/120V 1PH,3W 100A 100/2 WH 3#2, 1#8EG MC CABLE, TYPICAL FOR ALL LOAD CENTERS CONDUIT WITH PULL STRING FOR COMMERCIAL TENANT. CONDUIT SHALL BE STUBBED INTO SPACE AS INDICATED ON FLOOR PLANS (1) 3-1/2"C (1) 2-1/2"C 200/3 WH SPARE 200A METER AND CIRCUIT BREAKER FOR POTENTIAL FUTER TENANT 4#2, 1#8EG, 1-1/2"C 4#4/0 1#4EG, 2-1/2"C 150/3 225/3 150/3 100/3 2 REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 4#1/0 1#6EG, 2"C EXISTING UTILITY SECONDARY VAULT (E) EXISTING UTILITY OWNED SECONDARY CONDUCTORS EXISTING BUILDING 209 SERVICE EXISTING SERVICES TO OTHER BUILDINGS 1 1 SPD 15/3 1 GENERAL NOTES: A. PROVIDE SYNCHRONIZATION OF ALL STROBES. B. PROVIDE ALL REQUIRED POWER SUPPLIES AND BATTERIES SIZED TO ACCOMMODATE ADA COMPLIANT VISUAL ALARMS IN ALL RESIDENT UNITS AS SHOWN ON PLANS. PROVIDE AND TERMINATE ALL WIRING REAUIRED FOR VISUAL ALERMS IN ALL RESIDENT UNITS. VISUAL ALARMS WILL BE ADDED IN FUTURE AS REQUIRED BY UNIT OCCUPANT. C. AUDIO AND VISUAL SIGNAL DEVICES TO BE SEPERATE CIRCUITS TO ALLOW AUDIBLE DEVICES TO BE SILENCED WHILE VISUAL DEVICES (STROBES) CONTINUE TO FLASH. D.BUILDING ENTRANCE IS WITHIN THE 409 BUILDING. CONNECT BUILDING 409 FIRE ALARM SYSTEM TO NEW BUILDING FIRE ALARM SYSTEM SUCH THAT BOTH SYSTEMS CAN ANNUNCIATE ON NEW ANNUNCIATOR IN VESTIBULE AT MAIN ENTRANCE. PROVIDE ALL REQUIRED HARDWARE, WIRING AND PROGRAMMING TO OPERATE AS INDICATED. GENERAL NOTES: A. REFER TO FLOOR PLAN AND SYMBOL LIST TO DETERMINE QUANTITY OF DATA OUTLETS REQUIRED FOR EACH COMMUNICATIONS OUTLET. B. PROVIDE ONE CAT 6 CABLE FOR EACH DATA OUTLET AT THE COMMUNICATIONS OUTLET. C. PROVIDE TWO 4" CONDUIT SLEEVES IN FLOOR WITHIN ELECTRIC ROOM ON FLOORS 3,4, AND 5. D. PROVIDE TWO 2" CONDUITS FROM DMDF TO DIDF ON 3RD FLOOR. RUN CONDUITS VERTICALLY WITHIN STACKED ELECTRIC ROOMS. E. RACK, UPS, SWITCHES, AND WAPS SHALL BE FURNISHED BY OWNER'S TECHNOLOGY VENDOR. EC TO INSTALL RACK AND PROVIDE ALL WIRING WITH TERMINATIONS AND PROVIDE ALL TESTING. F. PROVIDE SINGLE GANGE BOX FOR DATA OUTLET FOR EACH WAP. TERMINATE CABLES FOR WAPS ON THE WAP END WITH RJ45 CRIMP PLUG (MPTL). DO NOT USE STRAIN RELIEF BOOTS ON WAP END OF CABLES. PROVIDE 3' OF COILED UP CABLE AT DIDF LOCATION FOR EACH CABLE. A MIMIMUM OF 18" OF CABLE SHALL BE AT THE CEILING BOX FOR THE WAP. G. DATA CABLES FOR ALL CAMERAS SHALL RUN FROM THE CAMERA LOCATION TO THE DVR/NVR LOCATION IN THE BASEMENT. PROVIDE A 6' COIL OF CABLE AT EACH CAMERA LOCATION. CAMERAS TO BE INSTSALLED BY SECURITY VENDOR. GENERAL NOTES: A. ALL HORIZONTAL CABLE RUNS NOT IN CONDUIT TO BE INSTALLED IN J HOOKS SPACED A MAXIMUM OF 3' ON CENTERS ATTACHED TO BUILDING STRUCTURE. B. PROVIDE CATV WIRING TO ALL APARTMENTS AS SHOWN FOR TYPICAL APARTMENT. C. PROVIDE 4'x8'x3/4" FIRE PROOF PLYWOOD BOARD AT EACH CATV DISTRIBUTION LOCATION. ICM1 DOOR CONTROLLER DS (1) CAT 6 CABLE FROM DIDF (1) CAT 5e CABLE FROM TMDF IN BUILDING 409 120V CKT GENERAL NOTES: A. SYSTEM FURNISHED BY OWNERS VENDOR. PROVIDE 120V POWER CIRCUIT AND COMMUNICATIONS WIRING AS INDICATED AND INSTALL CONTROL PANEL. COORDINATE EXACT LOCATION IN THE FIEILD. PROVIDE WIRING FROM CONTROL PANEL TO DOOR CONTROLLER AND DOOR STRIKE. CONFIRM WITH MANUFACTURERS REPRESENTATIVE, THERE MAY NOT BE A DOOR CONTROLLER. B. PROGRAMMING SHALL BE BY OWNERS VENDOR. ACS BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR ARP A A A A A A 1 PAIR 18AWG 2 PAIR TWISTED 24-22AWG 120V CIRCUIT GENERAL NOTES: A. ALL WIRING TO BE 2-HOUR RATED. REFER TO SPECIFICATIONS FOR MORE DETAIL. DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.3/2/2020 11:31:02 AME701 RISER DIAGRAMS - ELECTRICAL 02.14.2020 2017054 WJD 411-415 College Ave, Ithaca, NY 14850Student Agencies411-415 College AveProject DescriptionNTS FIRE ALARM AND DETECTION SYSTEM RISER DIAGRAM1 NTS DATA RISER DIAGRAM BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR TMDF CATV CATV CATV 32 TYPICAL APARTMENT 32 TYPICAL APARTMENT 32 TYPICAL APARTMENT 32 TYPICAL APARTMENT 32 TYPICAL APARTMENT NOTES: 1 CABLE FURNISHED AND TERMINATEDBY CATV SUPPLIER. ELECTRICAL CONTRACTOR SHALL INSTALL ALL COAXIAL CABLING. 2 PROVIDE 6"x6"x6" FLUSH MOUNTED BOX IN CEILING OF APARTMENT CLOSET EXACT LOCATION TO BE DETERMINED IN FIELD. 3 TERMINATE ALL CABLES IN BOX WITH MALE CONNECTORS FOR CONNECTION TO SPLITTER PROVIDED AND INSTALLED BY CATV SUPPLER. 1 #18 RG-6 CABLE (TYPICAL) 1 # NTS CATV/TELEPHONE RISER DIAGRAM3 NTS4Selective Entry System Riser Diagram TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV (E) BUILDING 409 TMDF 1"C TO COMMERCIAL TENANTS FOR FUTURE WIRING BY SERVICE PROVIDER 1 (1) CAT5E CABLE (TYPICAL) ELEVATOR #1 RECEPTION ELEVATOR #2 FACP FACP 1 SELECTIVE ENTRY SYSTEM REVISION SCHEDULE NAME DATE Addendum #1 03/02/20 AREA OF RESCUE 1 1/8" = 1'-0"5 EMERGENCY COMMUNICATIONS SYSTEM RISER DIAGRAM FACP & ECCP INITIATING S S H F F WF TS 24VDC CMELEVATOR SHUTDOWN TO 24VDC SHUNT TRIP COIL OF ELEVATOR CIRCUIT BREAKER CM CM DESIGNATED LEVEL ALTERNATE LEVEL CM FIRE HAT ELEVATOR CAPTURE EC TYPICAL FOR EACH ELEVATOR AS SHOWN ON PLANS NACFFBASEMENTJ NACFF1ST FLOOR J NACFF2ND FLOOR J NACFF3RD FLOOR J NACFF4TH FLOOR J NACFF5TH FLOOR J NACFF6TH FLOOR J NOTES: 1 WIRING ONLY IN JUNCTION BOXES FOR POTENTIAL FUTURE STROBE INSTALLATION. 1 # 1 1 1 1 1 1 120V, 20A CICUIT 120V, 20A CICUIT 120V, 20A CICUIT 120V, 20A CICUIT 120V, 20A CICUIT 120V, 20A CICUIT 120V, 20A CICUIT (1) CAT 6 CABLE TO DIDF (2) TELEPHONE LINES FROM BUILDING 409 TMDF F F F F F F F SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SIGNAL SD RTS M FSDDSD FAAP BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR DMDF #D #D #D #D #D CAT 6 CABLE (TYPICAL) LOCATED IN BASEMET ELECTRIC ROOM WAP WAP WAP WAP WAP DIDF 4"C TO UTILITY POLE 2"C TO COMMERCIAL TENANTS FOR FUTURE WIRING BY SERVICE PROVIDER PROVIDE 2" CONDUIT, SERVICE PROVIDER TO PROVIDE AND INSTALL FIBER TO DIDF. 2 1