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2019.11.22-Lakeview-West End Heights-PERMIT DRAWINGS (2)
planARCHITECTURALSTUDIOplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081t001TITLE SHEET001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSLAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET, ITHACA, NEW YORK, 14850ABBREVIATIONSLOCATION MAPPROJECT SITE701 WEST COURT STREET ITHACA, N.Y. 14850ARCHITECTPLAN ARCHITECTURAL STUDIO, P.C.250 SOUTH AVENUE, SUITE 100ROCHESTER, NEW YORK 14604phone| 585.454.4230contact| MARK A. PANDOLF, AIA, LEED APMEP & FP ENGINEERTURNER ENGINEERING, P.C.1 WOODBURY BOULEVARDROCHESTER, NY 14604phone| 585.381.3360contact| TROY McCLUREOWNERLAKEVIEW HEALTH SERVICES, INC.600 W. WASHINGTON STREETGENEVA, NEW YORK 14456phone| 315.789.5501contact| HARRY M. MERRYMAN, PH.D.STRUCTURAL & GEOTECHNICAL ENGINEERELWYN & PULMER CONSULTING ENGINEERS, PLLC213 E SENECA STREETITHACA, NY 14850phone| 607.272.5060contact| DAVID ELWYN, P.E.LANDSCAPE ARCHITECTTROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS, LLP 1001 W SENECA STREETITHACA, NY 14850phone| 607.277.1400contact| PETER TROWBRIDGECIVIL ENGINEERT.G. MILLER, P.C. ENGINEERS & SURVEYORS203 N AURORA STREETITHACA, NY 14850phone| 607.272.6477contact| ANDREW SCIARABBA, P.E.CONSTRUCTION MANAGERLECESSE CONSTRUCTION15 CIRCLE STREETROCHESTER, NY 14607phone| 585.334.4490contact| JASON SOCOLASYMBOLSa0001a0001a0001a0001a000BUILDING SECTIONWALL SECTIONSECTION DETAILINTERIOR ELEVATIONPLAN DETAILWALL/PARTITION TYPESPOT ELEVATIONABATEMENT KEYNOTEDEMOLITION KEYNOTERENOVATION KEYNOTEALTERNATE KEYNOTEDOOR REFERENCEWINDOW REFERENCEMATERIAL FINISH TAGTOILET ROOM FIXTURE/ACCESSORY TAGFURNITURE / EQUIPMENT TAGREVISION TAGROOM IDENTITYNORTH ARROW1a0001111ALT00000.01W10001N01ROOM NAME101000SFAB ANCHOR BOLTAC AIR CONDITIONING, ABATEMENT CONTRACTORACTACOUSTICAL CEILING TILEADAAMERICANS WITH DISABILITIES ACTADJADJACENTAFFABOVE FINISHED FLOORALUMALUMINUMAMAIR MONITOR CONTRACTORALUMALUMINUMANODANODIZEDARCHARCHITECTURALBDBOARDBOBOTTOM OFCBUCEMENTITIOUS BACKER UNITCIRCCIRCUMFERENCEC.LCENTER LINECLGCEILINGCMUCONCRETE MASONRY UNITCOCLEAN OUT/CONC.OPENINGSCONTCONTINUOUSCOLCOLUMNCONCCONCRETECPTCARPETCTCERAMIC TILEDFDRINKINGFOUNTAINDIADIAMETERDIMDIMENSIONDWGDRAWINGEAEACHEIFSEXTERIOR INSULATIONELECELECTRICAL ELEVELEVATIONEVPENGINEERED VINYL PLANKETCETCETERAEWCELECTRIC WATER COOLEREXSTEXISTINGEXTEXTERIORFEFIRE EXTINGUISHER CABINETFFFINISHED FLOORFLRFLOORFNDFOUNDATIONFOFRAMED OPENINGFOICFURNISHED BY OWNER, INSTALLED BY CONTRACTORGAGAUGEGALVGALVANIZEDGBGRAB BARGCGENERAL CONTRACTORGYPGYPSUM BOARDHHIGHHBHOUSE BIBHCHOLLOW COREHDRHEADERHDWRHARDWAREHMHOLLOW METALHORIZHORIZONTALHVACHEAT, VENTILATION,AIR CONDITIONINGHWHHOT WATER HEATERIDINSIDE DIAMETERINSULINSULATIONINTINTERIORJCJANITOR'S CLOSETLANGLELAMLAMINATELAVLAVATORYLBLLABELLTLLINTELLVRLOUVERMAXMAXIMUMMECHMECHANICALMEMBMEMBRANEMINMINIMUMMANFMANUFACTURERMOMASONRY OPENINGMTLMETALNICNOT IN CONTRACTNTSNOT TO SCALEOCPCFPER CUBIC FOOTPFLPER LINEAR FOOTPLPROPERTY LINEPLAMPLASTIC LAMINATEPSFPER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPAINTPTPRESSURE TREATED PLYWDPLYWOODQTQUARRY TILERRISERRCROOFING CONTRACTORREINFREINFORCINGREFREFER/REFERENCERFGROOFINGRFHROOF HATCHRLRAILINGRMROOMROROUGH OPENINGSCWDSOLID CORE WOODSCHSCHEDULESIMSIMILARSSSTAINLESS STEEL STDSTANDARDSTLSTEELSTRUCTSTRUCTURALSUSPSUSPENDEDSYSSYSTEMTELTELEPHONETTREADTOTOP OFTYPTYPICALUNFUNFINISHEDUNOUNLESS NOTED OTHERWISEVBVINYL BASEVCTVINYL COMPOSITIONTILEVERTVERTICALVIFVERIFY IN FIELDVINVINYLVWCVINYL WALL COVERINGVTVINYL TILEW/WITHWWIDEWBWOOD BASEWDWOODARCHITECTURAL DRAWINGSa101 GROUND FLOOR PLANa102 SECOND FLOOR PLANa103 THIRD FLOOR PLANa104 FOURTH FLOOR PLANa105 FIFTH FLOOR PLANa106 ROOF PLANa201 GROUND FLOOR REFLECTED CEILING PLANa202 SECOND FLOOR REFLECTED CEILING PLANa203 THIRD FLOOR REFLECTED CEILING PLANa204 FOURTH FLOOR REFLECTED CEILING PLANa205 FIFTH FLOOR REFLECTED CEILING PLANa301 EXTERIOR ELEVATIONSa302 EXTERIOR ELEVATIONSa303 EXTERIOR ELEVATIONSa400 BUILDING SECTIONSa501 WALL SECTIONSa502 WALL SECTIONSa503 DETAILSa504 DETAILSa600 ENLARGED PLANS AND INTERIOR ELEVATIONSa601 ENLARGED PLANS AND INTERIOR ELEVATIONS (UNIT TYPE 1)a602 ENLARGED PLANS AND INTERIOR ELEVATIONS (UNIT TYPE 2)a603 ENLARGED PLANS AND INTERIOR ELEVATIONS (UNIT TYPE 3)a604 ENLARGED PLANS AND INTERIOR ELEVATIONS (UNIT TYPE 4)a605 ENLARGED PLANS AND INTERIOR ELEVATIONSa606 ENLARGED STAIR PLANSa610 SECTION DETAILSa701 GROUND FLOOR FINISH PLAN AND MATERIAL LEGENDa702 SECOND THROUGH FIFTH FLOOR FINISH PLAN AND MATERIAL LEGENDa800 DOOR SCHEDULEa801 STOREFRONT AND WINDOW SCHEDULEa802 CURTAIN WALL SCHEDULEDRAWING INDEXDRAWING INDEXDRAWING INDEXGENERAL DRAWINGSt001 TITLE SHEETt002 BUILDING CODE INFORMATIONt003 FIRE - RATING PLANSDRAWING INDEXSHEET #TITLESHEET #TITLESHEET #TITLESHEET #TITLECIVIL DRAWINGSC101 EXISTING CONDITIONSC102 EROSION AND SEDIMENT CONTROL PLANC103 UTILITY PLANC104 BUILDING LOCATION PLANC201 DETAILSC301 MAINTENANCE AND PROTECTION OF TRAFFIC PLANC302 MAINTENANCE AND PROTECTION OF TRAFFIC PLANC303 MAINTENANCE AND PROTECTION OF TRAFFIC PLANC304 MAINTENANCE AND PROTECTION OF TRAFFIC PLANLANDSCAPE DRAWINGSL100 STAGING PLANL101 DEMOLITIONL201 LAYOUT PLANL301 GRADING PLANL401 PLANTING PLANL402 SOILS PLANL501 SITE DETAILSL502 SITE DETAILSL503 SITE DETAILSSTRUCTURAL DRAWINGSS-001 GENERAL NOTES AND SCHEDULESS-100 FOUNDATION PLANS-101 SECOND FLOOR FRAMING PLANS-102 THIRD, FOURTH, AND FIFTH FLOOR FRAMING PLANSS-103 ROOF FRAMING PLANS-104 ENLARGE STAIR FRAMING PLANSS-300 FOUNDATION DETAILSS-301 FOUNDATION DETAILSS-302 FOUNDATION DETAILSS-400 MASONRY DETAILSS-500 STEEL FRAMING DETAILSS-501 COLUMN SCHEDULE AND DETAILSS-502 BRACED FRAME ELEVATIONSS-503 BRACED FRAME ELEVATIONSS-504 BRACED FRAME ELEVATIONSS-505 FRAMING DETAILSS-506 FRAMING DETAILSS-600 SHEAR WALL SCHEDULE, ELEVATIONS & DETAILSS-601 STRUCTURAL DETAILSS-602 FRAMING DETAILSS-603 FRAMING DETAILSHVAC DRAWINGSh01 HVAC GENERAL NOTES, LEGENDS, AND EQUIPMENT SCHEDULESh101 GROUND FLOOR PLAN - HVACh102 TYPICAL FLOORS 2-5 - HVACh103 ROOF PLAN - HVACh601 ENLARGED PLANS - HVACh602 ENERGY STAR QUALIFIED HOMES REQUIREMENTSh701 HVAC VRF SYSTEM DIAGRAMSh702 HVAC DETAILSh703 HVAC DETAILSELECTRICAL DRAWINGSe001 ELECTRICAL GENERAL NOTES AND SYMBOLSe100 SITE PLAN - ELECTRICALe101 GROUND FLOOR PLAN - LIGHTINGe102 GROUND FLOOR PLAN - POWER AND SYSTEMSe103 TYPICAL FLOORS 2 - 5 - ELECTRICALe104 ROOF PLAN - ELECTRICALe601 ENLARGED PLANS - ELECTRICALe701 ELECTRICAL DETAILSe702 ELECTRICAL DETAILSe703 ELECTRICAL WIRING DIAGRAMSe704 ELECTRICAL WIRING DIAGRAMSe801 ELECTRICAL SCHEDULESe802 ELECTRICAL PANEL SCHEDULESPLUMBING DRAWINGSp001 PLUMBING GENERAL NOTES, LEGENDS, SCHEDULESp002 RPZ & RPDAp100 1/16" FLOOR PLANS - PLUMBINGp101 FOUNDATION PLAN - PLUMBINGp102 GROUND FLOOR PLAN - PLUMBINGp103 FIFTH FLOOR PLAN - PLUMBINGp104 ROOF PLAN - PLUMBINGp601 ENLARGED PLANS - PLUMBINGp602 PLUMBING - RISER DIAGRAMSp701 PLUMBING DETAILSFIRE PROTECTION DRAWINGSfp001 FIRE PROTECTION GENERAL NOTES, LEGENDS, DETAILSfp101 1/16" FLOOR PLANS - FIRE PROTECTIONNACTIVE SUB-SLAB DEPRESSURIZATION (ASSD) DRAWINGSR-1 FOUNDATION ASSD SYSTEMR-2 FIRST FLOOR ASSD SYSTEMR-3 SECOND FLOOR ASSD SYSTEMR-4 THIRD FLOOR ASSD SYSTEMR-5 FOURTH FLOOR ASSD SYSTEMR-6 FIFTH FLOOR ASSD SYSTEMR-7 ROOF ASSD SYSTEMADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2A2 2015 INTERNATIONAL BUILDING CODE WITH NEW YORK STATE SUPPLEMENTSChapter 3 –General RequirementsClimate Zone –Tomkins County, New York is Climate Zone 6AThe proposed building is 5 stories in height, and not defined as a “Residential Building.”Therefore, the building is required to comply with the Commercial provisions of the IECC (Energy Code).Chapter 4 –Commercial Energy EfficiencyTable C402.1.3 Opaque Thermal Envelope Insulation Component Minimum Requirements,R-Value MethodClimate Zone 6, Group A, B & R OccupanciesInsulation entirely above roof deck:R-30ciMass Walls (north façade of Stair-B):R-15.2ciMetal Framed Walls:R-13 cavity + R-7.5ciWood Framed Walls:R-13 cavity + R-7.5 ci OR R-20 cavity + R-3.8 ciBelow-Grade Wall:R-7.5ciUnheated Slabs:R-15 for 24-inches belowTable 402.1.4 Opaque Thermal Envelope Insulation Component Minimum Requirements,U-Factor MethodClimate Zone 6, Group A, B & R OccupanciesOpaque Swinging DoorsU-0.37Table C402.4 Building Envelope Fenestration Maximum U-Factor and SHGC RequirementsU-FactorClimate Zone 6 –Vertical FenestrationFixed Fenestration0.36Operable Fenestration0.43Entrance Doors0.77OrientationSEWNSHGC (PF<0.2)0.400.53SHGC (PF>0.5 under canopies)0.640.642015 INTERNATIONAL ENERGY CODEProposed Existing Building StatisticsProposedAllowableBldg. Height (Stories)5 stories5 stories (Type IA Construction podium ground floor level with four stories of Type VA Construction above)Bldg. Height (Feet)60’-8”70 feet (For Type VA Construction) (plus Stair & Elevator Penthouses)First Floor Area: 10,894 gsf36,000 gsfSecond Floor Area:12,990 gsf36,000 gsfThird Floor Area:12,990 gsf36,000 gsfFourth Floor Area:12,990 gsf36,000 gsfFifth Floor Area:12,990 gsf36,000 gsfTotal Area: 62,854 gsf 180,000 gsf (above grade plane)2015 International Building Code (IBC)Chapter 3 –Use and Occupancy ClassificationGroup R-2 (Apartment House) Portion of 1stFloor, and all of Floors 2 through 5Group B (Business) Portion of 1stFloorAccessory Use Group A-3 (Community Room & Associated Kitchen) Total Area = 960 gsfChapter 4 –Special Detailed Requirements Based on Use and OccupancySection 420 –Groups I-1, R-1, R-2, R-3 and R-4420.1 General. Occupancies in Group R-2 shall comply with the provisions of Sections 420.1 through 420.10 and other applicable provisions of this code. 420.2 Separation walls. Walls separating dwelling units in the same building, walls separating dwelling units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708.420.3 Horizontal Separation. Floor assemblies separating dwelling units in the same buildings, and floor assemblies separating dwelling units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711.420.4 Automatic Sprinkler System. Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.2.8. Quick response or residential automatic sprinklers shall be installed in accordance with Section 903.3.2.420.5 Fire alarm systems and smoke alarms. Fire alarm systems and smoke alarms shall be provided in Group R-2 occupancies in accordance with Sections 907.2.6, 907.2.8 and 907.2.9, respectively. Single-or multiple-station smoke alarms shall be provided in Groups R-2 in accordance with Section 907.2.10.420.9 Group R cooking facilities. In Group R occupancies, cooking appliances used for domestic cooking operations shall be inaccordance with Section 917.2 of the International Mechanical Code.Chapter 5 –General Building Heights and AreasTable 504.3 –Allowable Building Height in Feet Above Grade PlaneGroup R Occupancy, Type VA Construction: 70 Feet Maximum height.Exception: Other roof structures shall be constructed of materials consistent with the required type of construction of the building except where other construction is permitted by Section 1510.2.4. Such structures shall not be used for habitation or storage.Table 504.4 –Allowable Number of Stories Above Grade PlaneGroup R-2 Occupancy, fully sprinklered building per NFPA-13, Type VA Construction: 4 stories.(Note: This building is a Type IA podium with four stories of Type VA Construction above.)Section 506 –Building AreaTable 506.2 –Allowable Area Factor in Square FeetGroup R-2 Occupancy, Type VA Construction, Fully Sprinklered Building per NFPA-13: 36,000 sf maximum per floor allowable.Section 508 –Mixed Use and Occupancy508.1 General. Each portion of a building shall be individually classified in accordance with Section 302.1. Where a buildingcontains more than one occupancy group, the building or portion thereof shall comply with the applicable provisions of Section 508.2, 508.3, or 508.4, or a combination of these sections.508.2 Accessory Occupancies. Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4.508.2.1 Occupancy classification. Accessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space.508.2.3 Allowable Building Area. The allowable area of the building shall be based on the applicable provisions of Section 506 for the main occupancy o the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area ofthe story in which they are located and shall not exceed the tabular values for non-sprinklered buildings in Table 506.2 for each such accessory occupancy. 508.2.4 Separation of occupancies. No separation is required between accessory occupancies and the main occupancy. Exceptions:2) Group R-2 dwelling units shall be separated from other dwelling units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420.Chapter 6 –Types of ConstructionTable 601 –Fire-resistant Rating Requirements for Building ElementsThis building is 4 stories of Construction Type VA over a one-story podium of Construction Type IA.For Construction Type IA (First Floor Podium):Primary Structural Frame:3-hoursBearing Walls –Exterior:3-hoursBearing Walls –Interior:3-hoursNon-Bearing Interior Walls and Partitions: 0-hoursFloor Construction and Associated Secondary Members:2-hoursRoof Construction and Associated Secondary Members: 1-1/2 hours (except that the separation between the podium ceiling and second floor is required to be 3 hours.)For Construction Type VA (4 floors of wood-frame perimeter walls with wood framed floors and roof):Primary Structural Frame:1-hourBearing Walls –Exterior:1-hourBearing Walls –Interior:1-hourNon-Bearing Interior Walls and Partitions: 0-hoursFloor Construction and Associated Secondary Members:1-hourRoof Construction and Associated Secondary Members: 1-hourTable 602 –Fire resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance (for Construction Types IA and VA)Less than 5 feet1-hour for Groups A, B and RGreater than 5 feet but less than 10 feet1-hour for Groups A, B and RGreater than or equal to 10 feet but less than 30 feet1-hour for Groups A, B and RGreater than or Equal to 30 feet0-hoursChapter 7 –Fire and Smoke Protection FeaturesSection 703 –Fire-Resistance Ratings and Fire Tests703.6 Fire-Resistance-Rated Glazing. Fire-resistance-rated glazing, when tested in accordance with ASTM E119 or UL 263 and complying with the requirements of Section 707, shall be permitted. Fire-resistance-rated glazing shall bear a label marked in accordance with Table 716.1(1) issued by an agency and shall be acceptable as noncombustible materials.703.7 Marking and Identification. Where there is an accessible concealed floor, floor-ceiling or attic space, fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling in the concealed space. Such identifications shall:1. Be located within 15 feet of the end of each wall and at intervals not exceeding 30 feet measured horizontally along the wall or partition.2. Include lettering not less than 3 inches in height with a minimum 3/8-inch stroke in a contrasting color incorporating the suggested wording, “FIRE AND/OR SMOKE BARRIER –PROTECT ALL OPENINGS,”or other wording.Section 704 –Fire-Resistance-Rating of Structural Members704.1 Requirements. The fire-resistance ratings of structural members and assemblies shall comply with this section and the requirements for the type of construction as specified in Table 601. The fire-resistance ratings shall be not less than the ratings required for the fire-resistance-rated assemblies supported by the structural members.Exception: Fire barriers, fire partitions, smoke barriers and horizontal assemblies as provided in Sections 707.5, 708.4, 709.4 and 711.2, respectively.704.2 Column Protection. Where columns are required to have protection to achieve a fire-resistance rating, the entire column shall be provided individual encasement protection by protecting it on all sides for the full column height, including connections to other structural members, with materials having the required fire-resistance rating. Where the column extends through a ceiling, the encasement protection shall be continuous from the top of the foundation or floor/ceiling assembly below through the ceiling space to the top of the column. Exception: Columns that meet the limitations of Section 704.4.1.704.3 Protection of the primary structural frame other than columns. Members of the primary structural frame other than columns that are required to have protection to achieve a fire-resistance rating and support more than two floors or one floor and roof, or support a load-bearing wall or a non-load-bearing wall more than two stories high, shall be provided individual encasement protection by protecting them on all sides for the full length, including connections to other structural members,with materials having the required fire-resistance rating.704.4 Protection of Secondary Members. Secondary members that are required to have protection to achieve a fire-resistance rating shall be protected by individual encasement protection. 704.4.1 Light-Frame Construction. Studs, columns and boundary elements that are integral elements in walls of light-frame construction and are located entirely between the top and bottom plates or tracks shall be permitted to have required fire-resistance ratings provided by the membrane protection provided by the wall.704.10 Exterior Structural Members. Load-bearing structural members located within the exterior walls or on the outside of a building or structure shall be provided with the highest fire-resistance rating as determined in accordance with the following:1. As required by Table 601 for the type of building element based on the type of construction of the building.2. As required by Table 601 for exterior bearing walls based on the type of construction.3. As required by Table 602 for exterior walls based on the fire-separation distance.704.11 Bottom Flange Protection. Fire protection is not required at the bottom flange of lintels, shelf angles and plates, spanning not more than 6 feet 4 inches whether part of the primary structural frame or not, and from the bottom flange of lintels, shelf angles and plates not part of the structural frame, regardless of span.704.13 Sprayed Fire-resistant Materials (SFRM). Sprayed fire-resistant materials (SFRM) shall comply with Sections 704.13.1 through 704.13.5.704.13.1 Fire-resistance Rating. The application of SFRM shall be consistent with the Fire-resistance rating and the listing, including, but not limited to, minimum thickness and dry density of the applied SFRM, method of application, substrate surface conditions and the use of bonding, adhesives, sealants, reinforcing or other materials.Section 705 –Exterior Walls705.1 General. Exterior walls shall comply with this section.705.2 Projections. Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section 1405. Projections shall not extend any closer to the line used to determine the fire separation distance than shown in Table 705.2.Table 705.2 –Minimum Distance of ProjectionFire Separation Distance (FSD) in feetMinimum Distance from LineUsed to Determine FSD0 to less than 2 feetProjections not permitted2 to less than 3 feet24 inches3 to less than 5 feet24 inches plus 8 inches for everyFoot of FSD beyond 3 feet or fraction Thereof5 feet or greater40 inches(Note: On the South façade at the southeast corner of the building, and on the west façade, since the exterior wall is 10 feet 8 inches from the property line, the minimum distance from the lot line to the building projections, which are composite metal panel framed openings, is 40 inches. Since the composite metal panels project 8 inches into the setback, the distance from the projections to the lot lines are 10 feet 0 inches, which is well beyond the minimum 40 inches allowed.)705.2.2 Type III, IV, or V Construction. Projections from walls of Type III, IV or V construction shall be of any approved material.NFPA 101 LIFE SAFETY CODE -2012 EDITIONBuilding StatisticsFacility Type: Large Facility (More than 16 Residents) –Residential Board & Care Facility(note:as interpreted by OMH)Building Stories/ Height: 5-stories plus (4 stories (Type VA) above a 1-story podium (Type IA))(+/-60’-8”in height to top of primary roof coping, (+/-71’-4”in height to top of roof access stair penthouse coping)Construction Type Conversion:IBC: Type IA = NFPA Type I(332)(Per Table 8.1)IBC: Type VA = NFPA Type V(111)First Floor Area: 10,894 gsfSecond Floor Area:12,990 gsfThird Floor Area:12,990 gsfFourth Floor Area:12,990 gsfFifth Floor Area:12,990 gsfTotal Area: 62,854 gsf Assumptions: • NFPA 13 Automatic Fire Sprinkler SystemReferences: • NYS Building Code• NFPA 101A –2013 –Fire Evaluation WorksheetChapter 3 –Definitions3.3.188.12 Residential Board & Care Occupancy: An occupancy used for lodging and boarding of four or more residents, not related by blood or marriage to the owners or operators, for the purpose of providing personal care services.Chapter 4 –General4.4.2 Prescriptive-Base Option: Shall be in accordance with Chapters 1–4., 6-11, 43, and the applicable occupancy chapter (12-42).4.2.2.2: Prescriptive-based designs meeting Chapters 1-3, 4.5-4.8, and 6-43 of this code shall be deemed to satisfy the provisions of Sections 4.1 and 4.2.4.2.2.3: Where requirements in Chapters 11-43 differ from Chapters 1-4, and 6-10, Chapters 11-43 shall govern.4.5.3 Means of Egress: 4.5.3.1 Number: Two means of egress shall be provided (minimum) where size, occupancy and arrangement endanger occupants attempting to use a single means of egress that is blocked by fire or smoke.4.5.3.2 Unobstructed: Means of egress must be unobstructed.4.5.3.3 Awareness: Every exit shall be clearly visible, or route must be conspicuously indicated.4.5.3.4 Lighting: Where artificial lighting is needed, it shall be included.4.5.4 Occupant Notification: In every building of such size, arrangement, or occupancy that a fire itself might not provide adequate occupant warning, fire alarm systems shall be provided.4.5.6 Vertical Openings: Every vertical opening between floors shall be suitably enclosed or protected, as necessary, to afford reasonable safety to occupants while using means of egress and to prevent fire, smoke or fumes through vertical openings from floor to floor before occupants have exited.4.5.7 System Design/Installation: Any fire protection system provided to meet this code shall be in accordance with applicable NFPA standards. 4.6 General Requirements:4.6.3 Stories in Height: 1) Counted starting with the level of exit discharge.2) Stories below the level of exit discharge shall not be counted as stories.Chapter 6 –Classification of Occupancy and Hazard of Contents6.1.9 Residential Board and Care6.1.9.1 Definition –Residential Board and Care. An occupancy used for lodging and boarding of four or more residents, not related by blood or marriage to the owners or operators, for the purposed of providing personal care services.Chapter 7 –Means of Egress7.1.3 Separation of Means of Egress:7.1.3.1 Exit access corridors: used as exit access and serving an area having an occupant load exceeding 30 shall be 1-hour rated. 7.1.3.2 Exits7.1.3.2.1 Where this code requires an exit to be separated, the separating construction shall meet the requirements of Section 8.2 and the following: (1)Min. 1-hour fire resistance rating where the exit connects 3 or fewer stories.8.6.5: Min. fire resistance rating for enclosures connecting four or more stories: 2-hours.A.7.1.3.2.1(6)(9)Openings in exit enclosures shall be limited to door assemblies from normally occupied spaces and corridors and door assemblies for egress from the enclosure.A.7.1.3.2.1(9) Means of egress from the level of discharge is permitted to pass through an exit stair enclosure or exit passageway serving other floors. It is also the intent of this provision to prohibit exit enclosure windows (other than approved vision panels in doors) that are not mounted in an exterior wall.(10)Penetrations into, and opening through, an exit enclosure assembly shall be limited to:(a) Door assemblies permitted by 7.1.3.2.1(9)(b) Electrical conduit serving the exit enclosure(c) Required exit door openings(d) Ductwork and equipment necessary for stair pressurization(e) Water or steam piping for heating or cooling(f) Sprinkler piping(g) Standpipes(i) Penetrations for fire alarm circuits (in metal conduit) and protected per 8.3.5(11)Penetrations or communicating openings shall be prohibited between adjacent exit enclosures.(12)Membrane penetrations shall be protected per 8.3.5.6.7.1.8 Guards: in accordance with 7.2.2.4 shall be provided at the open sides of means of egress that exceeds 30”.7.2 Means of Egress Components:7.2.1 Door Openings:7.2.1.2.3 Minimum Door Leaf Width: door openings in means of egress shall not be less than 32”clear.7.2.1.5.8 Every door assembly in a stair enclosure serving four or more stories, unless permitted by 7.2.1.5.8.2, shall meet one of the following conditions:(1)Re-entry from the stair enclosure to the interior of the building shall be provided.(2)An automatic release that is actuated with the initiation of the building fire alarm system shall be provided to unlock all stair enclosure doors to allow re-entry.(3)Select7.2.1.5.9 If a stair enclosure allows access to the roof of the building, the door assembly shall be kept locker or shall allow re-entry from the roof.7.2.2 Stairs.7.2.2.2 Dimensional Criteria.(1) New stairs shall be in accordance with Table 7.2.2.2.1.1(a) and 7.2.2.2.1.2.Min. width: <2,000 persons total cumulative occupant load assigned to stair = 44 inches min.Maximum riser height: 7 in.Minimum riser height: 4 in.Minimum tread depth: 11 in.Minimum headroom: 6’-8”Maximum height between landings: 12 ft.Landing: (per 7.2.2.3.2): min. dimension, measured in the direction of travel, that is not less than the width of the stair.7.2.2.4.1 Handrails:7.2.2.4.1.1 Stairs and ramps shall have handrails on both sides, unless permitted in 7.2.2.4.1.5 or 7.2.2.4.1.6.7.2.2.4.4.6 Handrails must include one of the following features:1) circular cross section with o.d. of not less than 1 ¼”and not more than 2”.2) shape other than circular with a perimeter dimension of not less than 4”and not more than 6 ¼”.7.2.5.3.4 Guards and Handrails: 7.2.5.4.1 Guards complying with 7.2.2.4 shall be provided for ramps, unless otherwise provided in 7.2.5.4.4.7.2.5.4.2 Handrails complying with 7.2.2.4 shall be provided along both sides of ramp run with a rise greater than 6”, unless otherwise provided in 7.2.5.4.4.7.3 Capacity of Means of EgressTable 7.3.1.2 Occupation Load FactorResidential Use (Board & Care, Large): 200 sf / person(+/-58,862 gsf / 200 = 294.31 = 295 occupants)Business Use: 100 sf / person(+/-3,012 gsf / 100 = 30.12 = 31 occupants)Total Occupants: +/-326 occ.7.3.1.4 Exists serving more than one story:Only the occupant load of each story considered individually shall be used in computing the required capacity of the exit at that story, provided that the required egress capacity of the exit is not decreased in the direction of travel.Table 7.3.3.1 Capacity FactorsBoard & Care:Stairways (width/person)Level Components & Ramps0.4 in.0.2 in.All Others:Stairways (width/person)Level Components & Ramps0.3 in.0.2 in.Stair Calcs:• Stair A (1/2 of occupant load -second through fifth floor): +/-99 persons x 0.4 inches per occupant = 39.60 inches min. -44 inches minimum width proposed)• Stair B (1/2 of occupant load -second through fifth floor): +/-99 persons x 0.4 inches per occupant = 39.60 inches min. -44 inches minimum width proposed)Corridor Calcs:• First Floor (1/2 of occupant load) = 36 occupants x 0.2 inches per occupant = 7.20 inches min. -44 inches minimum width proposed)• Second through Fifth Floors (1/2 of occupant load) = 33 occupants x 0.2 inches per occupant = 6.60 inches min. -44 inches minimum width proposed)7.3.3.3 The required capacity of a corridor shall be the occupant load that utilizes that corridor for exit access divided by the required number of exits to which the corridor connects, but shall not be less than the required capacity of the exit to which the corridor leads.7.4 Number of Means of Egress7.4.1 General7.4.1.1 The number of means of egress from any story or portion thereof shall not be less than two, except under one of the following conditions:(1) A single means of egress shall be permitted where permitted in Chapters 11 through 43.7.4.1.6.1 Each elevator landing shall have access to at least one exit.7.5 Arrangement of Means of Egress:7.5.1.1 Exits shall be located, and exit access shall be arranged, so that exits are readily accessible at all times.7.5.1.1.2 Exit access corridors shall provide access to not less than two approved exists.7.5.1.2 Corridors shall provide exit access without passing through any intervening rooms other than corridors, lobbies, and other spaces permitted to be open to the corridor, unless otherwise provided in 7.5.1.2.1 and 7.5.1.2.2.7.5.1.2.2 Corridors that are not required to be fire resistance rated shall be permitted to discharge into open floor plan areas.7.5.1.3 Remoteness shall be provided in accordance with 7.5.1.3.1 through 7.5.1.3.7. 7.5.1.6 Exit access from rooms or spaces shall be permitted to be through adjoining or intervening rooms or areas, provided they are accessory to the area served. Foyers, lobbies, and reception rooms constructed as required for corridors shall not be construed as intervening rooms.7.5.4.1 Areas accessible to people with sever mobility impairment shall have not less than two accessible means of egress, unless other wise provided in 7.5.4.1.2 through 7.5.4.1.4.Table A.7.6 Common path, Dead-End, and Travel Distance Limits (by occupancy)Type of OccupancyCommon Path LimitDead-End LimitTravel Distance LimitSprinkleredSprinkleredSprinkleredResidentialBoard & Care Large, New125’30’325’Business, New100’50’300’705.2.3 Combustible projections. Combustible projections extending to within 5 feet of the line used to determine fire separation distance shall be of not les than 1-hour fire-resistance-rated construction, fire-retardant-treated wood, or as permitted by Section 705.2.3.1.705.4 Materials. Exterior walls shall be of materials permitted by the building type of construction.705.5 Fire-resistance Ratings. Exterior walls shall be fire-resistance rated in accordance with Tables 601 and 602 and this section. The required fire-resistance rating of exterior walls with a fire separation distance of greater than 10 feet shall be rated for exposure to fire from the inside. The required fire-resistance rating of exterior walls with a fire separation distance of less than or equal to 10 feet shall be rated for exposure to fire from both sides.(Note: All exterior walls have a fire separation distance of greater than 10 feet. Therefore, the exterior walls shall be fire-resistance rated for exposure from the inside.)705.6 Structural stability. Exterior walls shall extend to the height required by 705.11. Interior structural elements that brace the exterior wall but that are not located within the plane of the exterior wall shall have the minimum fire-resistance rating required in Tables 601 and 602 for the exterior wall.705.8 Openings. Openings in exterior walls shall comply with Sections 705.8.1 through 705.8.6.705.8.1 Allowable area of openings. The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8 based on the fire-separation distance of each individual story.705.8.2 Protected openings. Where openings are required to be protected, opening protectives shall comply with Section 716.Exception: opening protectives are not required where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and the exterior openings are protected by a water curtain using automatic sprinklers approved for that use.705.8.3 Unprotected openings. Where unprotected openings are permitted, windows and doors shall be constructed of any approved materials. Glazing shall conform to the requirements of Chapters 24 and 26.705.8.5 Vertical separation of openings. Openings in exterior walls in adjacent stories shall be separated vertically to protect against fire spread on the exterior of the buildings where the openings are within 5 feet of each other horizontally and the opening in the lower story is not a protected opening with a fire protection rating of not less than ¾-hour. Exceptions:2. This section shall not apply to buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2.Table 705.8 Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protection.Fire Separation Distance (Feet)Degree of Opening ProtectionAllowable Area10 to less than 15 feet Unprotected, Sprinklered bldg.45 percent30 feet or greaterUnprotected, Sprinklered bldg.No LimitWest Façade +/-10’-8”from property line: 2,567 square feet total areaPercentage of Exterior Wall Openings: 496 s.f. = 19.3%South Façade portion +/-10-8”from property line: square feet total area: 3,435 square feetPercentage of Exterior Wall Openings: 421 s.f. = 12.2%705.10 ducts and Air Transfer Openings. Penetrations by air ducts and air transfer openings in fire-resistance-rated exterior walls required to have protected openings shall comply with Section 717.(Note: The fire-resistance-rated exterior walls on this project are not required to have protected openings.)705.11 Parapets. Parapets shall be provided on exterior walls of buildings.Exceptions: A parapet need not be provided on an exterior wall where any of the following conditions exist:6. Where the wall is permitted to have not less than 25 percent of the exterior wall areas containing unprotected openings based on fire separation distance as determined in accordance with Section 705.8.(Note: In order for the building to not be required to have a parapet, Exception 6 requires the wall to have not less than 25percent of the exterior wall areas containing unprotected openings based on fire separation distance as determined in accordance with Section 705.8. All of our exterior walls have either a 45 percent maximum allowable area of unprotected openings, or an unlimited area of unprotected openings, therefore in compliance with Exception 6).Section 708 –Fire Partitions708.1 General. The following wall assemblies shall comply with this section.1. Separation walls as required by Section 420.2 for Group R occupancies.3. Corridor walls as required by Section 1020.1708.2 Materials. The walls shall be of materials permitted by the building type of construction.708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than one hour.Exceptions: 1. Corridor walls permitted to have a ½-hour fire-resistance rating by Table 1020.1(Table 1020.1, for Group R occupancies with greater than 10 occupant load, a ½-hour fire-resistance rating is allowed in sprinklered buildings).708.4 Continuity. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below and be surely attached to one of the following:1. The underside of the floor or roof sheathing, deck, or slab above.2. The underside of a floor/ceiling or roof/ceiling assembly having a fire-resistance rating that is not less than the fire-resistance rating of the partition.(There are 4 exceptions to these requirements above.)708.4.1 Supporting construction. The supporting construction for a fire partition shall have a fire-resistance rating that is equal to or greater than the required fire-resistance rating of the supported fire partition.708.4.2 Fireblocks and draftstops in combustible construction. In combustible construction where fire partitions do not extend to the underside of the floor or roof sheathing, deck or slab above, the space above and along the line of the fire partition shall be provided with one of the following:1. Fireblocking up to the underside of the floor or roof sheathing, deck or slab above using materials complying with Section718.2.1.2. Draftstopping up to the underside of the floor or roof sheathing, deck or slab above using materials complying with Section 718.3.1 for floors or Section 718.4.1 for attics.(There are 5 exceptions to these requirements above.)708.5 Exterior walls. Where exterior walls serve as part of a required fire-resistance-rated separation, such walls shall comply with the requirements of Section 705 for exterior walls, and the fire-resistance-rated separation requirements shall not apply.708.6 openings. Openings in a fire partition shall be protected in accordance with Section 716.708.7 Penetrations. Penetrations of fire partitions shall comply with Section 714.708.8 Joints. Joints made in or between fire partitions shall comply with Section 715.708.9 Ducts and air transfer openings. Penetrations in a fire partition by ducts and air transfer openings shall comply with Section 717.Section 711 –Floor and Roof Assemblies711.1 General. Horizontal assemblies shall comply with Section 711.12. Nonfire-resistance-rated floor and roof assemblies shall comply with Section 711.3.711.2 Horizontal Assemblies. Horizontal assemblies shall comply with Sections 711.2.1 through 711.2.6.711.2.1 Materials. Assemblies shall be of materials permitted by the building type of construction.711.2.2 Continuity. Assemblies shall be continuous without vertical openings, except as permitted by this section and Section712. 711.2.3 Supporting construction. The supporting construction shall be protected to afford the required fire-resistance rating of the horizontal assembly supported.711.2.4 Fire-resistance Rating. The fire-resistance rating of horizontal assemblies shall comply with Sections 711.2.4.1 through 711.2.4.6 but shall not be less than required by the building type of construction.711.2.4.1 Separating mixed occupancies. Where the horizontal assembly separates mixed occupancies, the assembly shall have a fire-resistance rating of not less than that required by Section 508.4 based on the occupancies being separated.711.2.4.3 Dwelling and Sleeping Units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated construction.Exception: (Note the exception is only for Construction Types IIB, IIB, and VB, and does not apply to this project.)Section 712 –Vertical Openings712.1 General. Each vertical opening shall comply in accordance with one of the protection methods in Sections 712.1.1 through 712.1.16.712.1.1 Shaft Enclosures. Vertical openings contained entirely within a shaft enclosure complying with Section 713 shall be permitted.712.1.4 Penetrations. Penetrations, concealed and unconcealed, shall be permitted where protected in accordance with Section 714.712.1.6 Ducts and Air Transfer Openings. Penetrations by ducts and air transfer openings shall be protected in accordance with Section 717.Section 713 –Shaft Enclosures713.1 General. The provisions of this section shall apply to shafts required to protect openings and penetrations through floor/ceiling assemblies and roof/ceiling assemblies. Interior exit stairways and ramps shall be enclosed in accordance withSection 1023.713.2 Construction. Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with 711, or both.713.3 Materials. The shaft enclosure shall be of materials permitted by the building type of construction. 713.4 Fire-resistance Rating. Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not les than 1 hour where connecting less than 4 stories. Shaft enclosures shall have a fire-resistance rating not less than the flor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1.713.5 Continuity. Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, and shall have continuity in accordance with Section 707.5 for fire barriers or Section 711.2.2 for horizontal assemblies, as applicable.713.6 Exterior Walls. Where exterior walls serve as a pert of a required shaft enclosure, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure requirements shall not apply.713.7 Openings. Openings in a shaft enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doors shall be self-or automatic-closing by smoke detection in accordance with Section 716.2.6.6.713.8 Penetrations. Penetrations in a shaft enclosure shall be protected in accordance with Section 714 as required for fire barriers. Structural elements, such as beams or joists, where protected in accordance with Section 714 shall be permitted to penetrate a shaft enclosure.713.14 Elevator and other hoistways. Elevator and other hoistway enclosures shall be constructed in accordance with Sections 712 and 713, and Chapter 30.Section 716 –Opening Protectives716.1.2 Glazing. Glazing used in fire door assemblies and fire window assemblies shall comply with this section in addition to the requirements of Sections 716.2 and 716.3, respectively. 716.1.2.1 Safety Glazing. Fire-protection-rated glazing and fire-resistance-rated glazing installed in fire door assemblies and fire window assemblies shall comply with the safety glazing requirements of Chapter 24 where applicable.716.1.2.2 Marking fire-rated glazing assemblies. Fire-rated glazing assemblies shall be marked in accordance with Tables 716.1(1) and 716.1(2), 716.1(3). 716.1.2.3 Fire-resistance-rated Glazing. Fire-resistance-rated glazing tested as part of a fire-resistance-rated wall or floor/ceiling assembly in accordance with ASTM E119 or UL 263 and labeled in accordance with Section 703.6 shall not otherwise be required to comply with this section where used as part of a wall or floor/ceiling assembly.716.1.2.3.1 Glazing in fire door and fire window assemblies. Fire-resistance-rated glazing shall be permitted in fire door and fire window assemblies where tested and installed in accordance with their listings and where in compliance with the requirements of this section. 716.2.3 Fire Doors. Fire doors installed within a fire door assembly shall meet the fire rating indicated in Table 716.1(2). 716.2.4 Fire door frames. Fire door frames installed as part of a fire door assembly shall meet the fire rating indicated in Table 716.1(2)Table 716.1(2) –Opening Fire Protection Assemblies, Ratings and Markings. Fire Walls and fire barriers having a required fire-resistance rating greater than 1 HourWall Assembly Rating2 Hours[120 Minutes]Fire Door Assembly Rating1 1/2 Hours[90 Minutes]Door Vision Panel Size100 sq. in.[20in. high x 5in wide]Enclosures for shafts, interior exit stairways and interior exit ramps Wall Assembly Rating2 Hours[120 Minutes]Fire Door Assembly Rating1 1/2 Hours[90 Minutes]Door Vision Panel Size100 sq. in.[20-inch high x 5-inch wide]Fire partitions: Corridor WallsRequired Wall Assembly Rating1 Hour[60 Minutes]Fire Door Assembly Rating1/3 Hours[20 Minutes]Door Vision Panel SizeMax. Size Tested716.3 Fire Window Assemblies. Fire window assemblies required by other sections of this code shall comply with the provisionsof this section.716.3.1 Testing Requirements. Fire window assemblies shall be constructed of any material or assembly of component materials that conforms to the test requirements of Sections 716.3.1.1 and 716.3.1.2 and the fire protection rating indicatedin Table 716.1(3)716.3.3 Fire Window Frames. Fire window frames installed with a fire window assembly shall meet the fire-protection rating indicated in Table 716.1(3).716.3.4 Fire-protection-rated Glazing. Glazing in fire window assemblies shall be fire protection rated in accordance with this section and Table 716.1(3).716.3.5 Labeled protective assemblies. Glazing in fire window assemblies shall be labeled by an approved agency. The labels shall comply with NFPA 80 and Section 716.3.5.2.Table 716.1(3) Fire Window Assembly Fire Protection RatingsType of AssemblyInterior Walls –Fire Partitions (Corridor Walls)Required Wall AssemblyFire Partitions –1 hourMinimum Fire Window Assembly RatingIn Fire Partitions rated for 1-hour, fire window assembly rating shall be ¾-hour minimum.Fire-Rated Glazing MarkingOH-45 or W-60Chapter 8 –Interior FinishesTable 803.13 –Interior Wall and Ceiling Finish Requirements by OccupancyChapter 9 –Fire Protection and Life Safety SystemsSections 903 –Automatic Sprinkler Systems903.2 Where Required. Approved automatic sprinkler systems in new buildings and structures shall be provided in the locationsdescribed in Sections 903.2.1 through 903.2.12.903.2.1.8 Group R. An automatic sprinkler system installed in accordance with Section 903.2 shall be provided throughout all buildings with a Group R fire area.903.3.1.1 NFPA 13 Sprinkler Systems. Where the provisions of this code require that a building or portion thereof be equippedthroughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Sections 903.3.1.1.1 and 903.3.1.1.2.903.3.2 Quick-response and residential sprinklers. Where automatic sprinkler systems are required by this code, quick-response or residential automatic sprinklers shall be installed in all of the following areas in accordance with Section 903.3.1 and their listings:3. Dwelling units and sleeping units in Group I-1 and R occupancies.4. Light-hazard occupancies as defined in NFPA 13.Section 905 –Standpipe Systems905.1 General. Standpipe systems shall be provided in new buildings and structures in accordance with Sections 905.2 through 905.11.905.3 Required installations. Standpipe systems shall be installed where required by Sections 905.3.1 through 905.3.8. Standpipe systems are allowed to be combined with automatic sprinkler systems.905.3.1 Height. Class III standpipe systems shall be installed throughout buildings where any of the following conditions exist:1. Four or more stories above or below grade plane.2. The floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access.Exceptions: 1. Class I standpipes are allowed in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2.Section 906 –Portable Fire Extinguishers906.1 Where required. Portable fire extinguishers shall be installed in all of the following locations:1. In Group A, B, and R-2 Occupancies.Exceptions: 1. In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A: 10-B:C.3. In areas where flammable or combustible liquids are stored, used or dispensed.5. Where required in the International Fire Code sections indicated in Table 906.1.906.2 General Requirements. Portable fire extinguishers shall be selected and installed in accordance with this section and NFPA 10.906.3 Size and distribution. The size and distribution of portable fire extinguishers shall be in accordance with Sections 906.3.1 through 906.3.4.Table 906.3(1) Fire Extinguishers for Class A Fire HazardsLight (Low) Hazard OccupancyMaximum Distance of Travel to Extinguisher: 75 Feet.906.8 Cabinets. Cabinets used to house portable fire extinguishers shall not be locked.Exceptions:1. Where portable fire extinguishers subject to malicious use or damage are provided with a means of ready access.Section 907 –Fire Alarm and Detection Systems907.2 Where Required –New Buildings and Structures907.2.9 Group R-2. Fire alarm systems and smoke alarms shall be installed in Group R-2 occupancies as required in Sections 907.2.9.1 through 907.2.9.3.907.2.9.1 Manual fire alarm system. A manual fire alarm system that activates the occupant notification system in accordancewith Section 907.3 shall be installed in Group R-2 occupancies where any of the following conditions apply:1. Any dwelling unit is located three or more stories above the lowest level of exit discharge.3. The building contains more than 16 dwelling units.Exceptions:2. Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and the occupant notification appliances will automatically activate throughout the notification zones upon a sprinkler water flow.907.2.9.2 Smoke Alarms7.7 Discharge from Exits7.7.2 Exit Discharge Through Interior Building AreasExits shall be permitted to discharge through interior building areas, provided that all of the following are met:• (1) Not more than 50 percent of the required number of exits, and not more than 50 percent of the required egress capacity, shall discharge through areas on any level of discharge.• (2) Each level of discharge shall discharge directly outside at the finished ground level or discharge directly outside and provide access to the finished ground level by outside stairs or outside ramps.• (3) The interior exit discharge shall lead to a free and unobstructed way to the exterior of the building, and such way shall be readily visible and identifiable from the point of discharge from the exit.• (4) The interior exit discharge shall be protected by oneof the following methods:• (a) The level of discharge shall be protected throughout by and approved automatic sprinkler system in accordance with Section 9.7.• (5) [NOT APPLICABLE] The entire area on the level of discharge shall be separated from areas below by construction having a fire resistance rating not less than that required for the exit enclosure, unless otherwise provided in 7.7.2(6)• (6) [NOT APPLICABLE] Levels below the level of discharge in an atrium shall be permitted to be open to the level of discharge where such level of discharge is protected in accordance with 8.6.7.Chapter 8 –Construction and CompartmentationTable 8.1 Cross-Reference of Building TypesConstruction Type Conversion:IBC: Type IA = NFPA Type I(332)IBC: Type VA = NFPA Type V(111)8.1.2 Automatic Sprinkler System: shall be installed in accordance with the subparts of 9.7.1.1, as permitted by the applicable occupancy chapter.8.2.1.1 Buildings or structures occupied in accordance with the individual occupancy chapters, Chapter 11 through 43, shall meet the minimum requirements of those chapters.Chapter 9 –Elevators, Escalators & Conveyors9.4.2.1 New elevators shall be in accordance with ASME A17.1/CSA B44, Safety Code for Elevators and Escalators.Chapter 10 –Interior Finish, Contents and FurnishingsTable A.10.2.2 Interior Finish Classification LimitationsExitsExist Access CorridorsOther SpacesResidential Board & Care:See Chapters 32 & 33)Business, NewA or B, I or IIA or BA, B or CNote: Refer to Section 32.3.3.3.2 for more stringent requirements.Chapter 32/33 –New & Existing Board & Care Occupancies32.3 Large Facilities (New)32.3.1.1.1 Section 32.3 shall apply to residential board & care occupancies providing sleeping accommodations for more than 16 residents.32.3.1.3 Minimum Construction Requirements:Table 32.3.1.3Stories in Height:4-12, SprinkleredConstruction Type: II (222) PermittedNote: The proposed Construction Type is Type II(222) for the First Floor and Type V(111) for Floors Two through Five. Therefore, Worksheet 7.1.1 in NFPA 101A (2013) was performed.32.3.1.4 Occupant Load: shall be determined per 7.3.1.232.3.2.6 Travel Distance to Exits: shall not exceed 250 ft. (Note: Table 7.6 allows for 325 ft. in a sprinklered building for Large Board & Care).32.3.3.3.2 Interior Wall and Ceiling Finish:(1) Exit Enclosures: Class A(2) Lobbies and Corridors: Class B(3) Rooms and Enclosed Spaces: Class B32.3.3.3.3.2 Interior floor finishes shall comply with 10.2.32.3.3.3.3.2 Interior floor finishes in exit enclosures and exit access corridors and spaces not separated from them by walls complying with 32.3.3.6 shall comply with 32.3.3.6 and shall not be less than Class II.32.3.3.6 Corridors and Separating Sleeping RoomsA.32.3.3.6 It is not the intent to prohibit furniture in corridors and spaces open to corridors, provided minimum width is maintained. Storage is not permitted in corridors or spaces open to corridors.32.3.3.6.3 Walls shall be smoke partitions and have a minimum ½ hour fire resistance rating.32.3.3.6.4 Doors protecting corridor opening shall not be required to have a fire protection rating, but shall resist the passage of smoke.32.3.3.6.6 No louvers, transfer grilles, operable transoms, or other air passages, other than properly installed heating and utility installations shall penetrate walls or doors.32.3.3.7 Subdivision of building space: shall be in accordance with 32.3.3.7.1 through 32.3.3.7.21.32.3.3.7.1 Every story shall be divided into not less than 2 smoke compartments, unless it meets 32.3.3.7.4, 32/3/3/7/5, or 32.3.3.7.7:32.3.3.7.2 Each smoke compartment shall have an area not exceeding 22,500 sf.32.3.3.7.3 The travel distance from any point to reach a door in the required smoke barrier shall be limited to 200 ft.32.3.3.8 Cooking Facilities: Other than those within individual residential units shall be protected in accordance with 9.2.3.9.2.3: Commercial cooking equipment shall be in accordance with NFPA 96.Note: the “community kitchen”shall be configured similar to a typical residential-style kitchen and will be used to teach residents cooking and how to better use their own kitchens. Therefore, it should not be considered to be a commercial kitchen.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081t002BUILDING CODE INFORMATION001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSADDENDUM #A1 2019.10.24 MECHANICALANDELECTRICAL010PROGRAMMANAGER'SOFFICE006AELMSHADEOFFICES006SUPPORTIVEHOUSINGOFFICE002EHORIZONPROGRAM002AELMSHADEMED. ROOM007STAFF TOILET005SHAREDCOPY / FILES004DIRECTOR'SOFFICE002DPROGRAMMANAGER'SOFFICE002CHORIZONMED. ROOM002BRECEPTIONOFFICE003CONFERENCEROOM018HORIZONWAITINGAREA002VESTIBULE001COMMONLAUNDRY017WOMEN'STOILET015MEN'S TOILET016STAFF BREAKROOM014COMMUNITYKITCHEN013COMMUNITYROOM012VESTIBULE100DTRASH /RECYCLE011CORRIDOR100CEXITEXITEXITEXITMAX. EXIT TRAVEL DISTANCE: 113 FEETFEFEFE11224FLOORS ABOVE(TYPE 2A)1-BEDROOMAPARTMENT104(TYPE 2A)1-BEDROOMAPARTMENT103(TYPE 2A)1-BEDROOMAPARTMENT102(TYPE 1A)1-BEDROOMAPARTMENT101ELEVATORFEFEEXITMAX. EXIT TRAVEL DISTANCE: 108 FEETEXITTYP.3RECEPTIONLOUNGE200A(TYPE 2)1-BEDROOMAPARTMENT214(TYPE 2)1-BEDROOMAPARTMENT212(TYPE 2)1-BEDROOMAPARTMENT210(TYPE 2)1-BEDROOMAPARTMENT208(TYPE 2)1-BEDROOMAPARTMENT206(TYPE 2)1-BEDROOMAPARTMENT204(TYPE 2)1-BEDROOMAPARTMENT203(TYPE 4)1-BEDROOMAPARTMENT202(TYPE 3)1-BEDROOMAPARTMENT201(TYPE 2)1-BEDROOMAPARTMENT205(TYPE 2)1-BEDROOMAPARTMENT207(TYPE 2)1-BEDROOMAPARTMENT209(TYPE 2)1-BEDROOMAPARTMENT211(TYPE 2)1-BEDROOMAPARTMENT213CORRIDOR200STAIR AA02TRASH /RECYCLE215CUST.217I.T. CLOSET216STAIR BB02CHASEC02ELEVATOR(50-FEET MAX.)DEAD END 32'-4"(50-FEET MAX.)DEAD END 19'-3"(50-FEET MAX.)DEAD END 18'-2"FEFEFETYP.3(TYPE 2)1-BEDROOMAPARTMENT314(TYPE 2)1-BEDROOMAPARTMENT312(TYPE 2)1-BEDROOMAPARTMENT310(TYPE 2)1-BEDROOMAPARTMENT308(TYPE 2)1-BEDROOMAPARTMENT306RECEPTIONLOUNGE300A(TYPE 2)1-BEDROOMAPARTMENT304(TYPE 2)1-BEDROOMAPARTMENT303(TYPE 4)1-BEDROOMAPARTMENT302(TYPE 3)1-BEDROOMAPARTMENT301(TYPE 1)1-BEDROOMAPARTMENT305(TYPE 2)1-BEDROOMAPARTMENT307(TYPE 2)1-BEDROOMAPARTMENT309(TYPE 2)1-BEDROOMAPARTMENT311(TYPE 2)1-BEDROOMAPARTMENT313STAIR BB03CHASEC03CUST.317I.T. CLOSET316TRASH /RECYCLE315STAIR AA03CORRIDOR300ELEVATOREXITMAX. EXIT TRAVEL DISTANCE: 108 FEETEXIT(50-FEET MAX.)DEAD END 19'-3"(50-FEET MAX.)DEAD END 18'-2"(50-FEET MAX.)DEAD END 32'-4"FEFEFETYP.3RECEPTIONLOUNGE400AELEVATOR(TYPE 2)1-BEDROOMAPARTMENT414(TYPE 2)1-BEDROOMAPARTMENT412(TYPE 2)1-BEDROOMAPARTMENT410(TYPE 2)1-BEDROOMAPARTMENT408(TYPE 2)1-BEDROOMAPARTMENT406(TYPE 2)1-BEDROOMAPARTMENT404(TYPE 2)1-BEDROOMAPARTMENT403(TYPE 4)1-BEDROOMAPARTMENT402(TYPE 3)1-BEDROOMAPARTMENT401(TYPE 2)1-BEDROOMAPARTMENT405(TYPE 2)1-BEDROOMAPARTMENT407(TYPE 2)1-BEDROOMAPARTMENT409(TYPE 2)1-BEDROOMAPARTMENT411(TYPE 2)1-BEDROOMAPARTMENT413STAIR BB04CHASEC04CUST.417I.T. CLOSET416STAIR AA04TRASH /RECYCLE415CORRIDOR400EXITMAX. EXIT TRAVEL DISTANCE: 108 FEETEXIT(50-FEET MAX.)DEAD END 19'-3"(50-FEET MAX.)DEAD END 18'-2" (50-FEET MAX.)DEAD END 32'-4"FEFEFETYP.3ELEVATOR(TYPE 2)1-BEDROOMAPARTMENT513(TYPE 2)1-BEDROOMAPARTMENT511(TYPE 2)1-BEDROOMAPARTMENT509(TYPE 2)1-BEDROOMAPARTMENT507(TYPE 1)1-BEDROOMAPARTMENT505(TYPE 3)1-BEDROOMAPARTMENT501(TYPE 4)1-BEDROOMAPARTMENT502(TYPE 2)1-BEDROOMAPARTMENT503(TYPE 2)1-BEDROOMAPARTMENT504(TYPE 2)1-BEDROOMAPARTMENT506(TYPE 2)1-BEDROOMAPARTMENT508(TYPE 2)1-BEDROOMAPARTMENT510(TYPE 2)1-BEDROOMAPARTMENT512STAIR BB05I.T. CLOSET516(TYPE 2)1-BEDROOMAPARTMENT514CUST.517TRASH /RECYCLE515CORRIDOR500STAIR AA05RECEPTIONLOUNGE500ACHASEC05EXITMAX. EXIT TRAVEL DISTANCE: 108 FEETEXIT(50-FEET MAX.)DEAD END 19'-3"(50-FEET MAX.)DEAD END 18'-2"FEFEFE(50-FEET MAX.)DEAD END 32'-4"LEGEND[FIRE RATING PLANS]1-HOUR FIRE-RESISTANCE-RATED CORRIDOR WALLS AT ALL APARTMENTS. SEE WALL TYPES SCHEDULE.1-HOUR FIRE-RESISTANCE RATED EXTERIOR NON-BEARING WALL ASSEMBLY, RATED FROM THE INTERIOR SIDE, FIRST FLOOR, THIS WALL, PER U.L. U4041-HOUR FIRE-RESISTANCE RATED EXTERIOR BEARING WALL ASSEMBLY, RATED FROM THE INTERIOR SIDE, ALL EXTERIOR WALLS ABOVE FIRST FLOOR, PER 2018 ICC IBC 722.6.2 AS FOLLOWS:• 5/8-INCH TYPE-X GYPSUM BOARD SHEATHING (40-MINUTES)• 2x6 SOLID WOOD STUD FRAMING AT 16-INCHES O.C., MAX. (20-MINUTES)• KRAFT-FACED FIBER GLASS BATT, FILL ENTIRE STUD CAVITY. • THE EXTERIOR SHEATING & CLADDING AT THE UNEXPOSED (EXTERIOR) SIDE OF WALL SHALL NOT BE INCLUDED IN DETERMINING THE FIRE RESISTANCE OF THE ASSEMBLY.• TOTAL: 60-MINUTE FIRE-RESISTANCE-RATED EXTERIOR BEARING WALL FROM INTERIOR1-HOUR FIRE-RESISTANCE-RATED APARTMENT DWELLING UNIT DEMISING WALLS AND RESIDENTIAL COMMON SPACE DEMISING WALLS. SEE WALL TYPES SCHEDULE.2-HOUR FIRE-RESISTANCE-RATED STAIR OR ELEVATOR SHAFT ENCLOSURE. SEE WALL TYPES SCHEDULE.3-HOUR FIRE-RESISTANCE-RATED STAIR OR ELEVATOR SHAFT ENCLOSURE. SEE WALL TYPES SCHEDULE.FIRE-EXTINGUISHER, SEE FLOOR PLANS. COORDINATE EXACT EXTINGUISHER MODEL AND LOCATION WITH LOCAL FIRE MARSHAL. NOTE: RECESSED FIRE EXTINGUISHER CABINETS SHALL BE FIRE-RESISTANCE-RATED TO MATCH FIRE-RESISTANCE-RATING OF ASSOCIATED WALL ASSEMBLY.FEGENERAL NOTES[FIRE RATING PLANS]1. AT ALL GROUND FLOOR STRUCTURAL STEEL COLUMNS AND SECOND FLOOR STRUCTURAL STEEL BEAM AND MISCELLANOUS FRAMING [INCLUDING EXTERIOR CANOPIES AND DRIVE UNDER] PROVIDE SPRAY APPLIED FIRE-PROOFING EQUAL TO A 3-HOUR FIRE-RESISTANCE-RATING. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS.2. FIRESTOP ALL FLOOR / CEILING OPENINGS, PENETRATIONS, JOINTS, ETC., TO MATCH FIRE-RESISTANCE-RATING OF FLOOR / CEILING ASSEMBLY TO MAINTAIN A CONTIGUOUS FIRE-RATING PER CODE.ALL NEW WORK SHALL COMPLY WITH THE CURRENT NYS BUILDING CODE, SEE 2017 NYS BUILDING CODE REVIEW FOR ADDITIONAL INFORMATION.3. FIRE-RESISTANCE RATED GLAZING SHALL BEAR A LABEL PER THE REQUIRED FIRE-RESISTANCE-RATING ISSUED BY AN AGENCY AND SHALL BE PREMANENTLY IDENTIFIED ON THE GLAZING.4. WHERE THE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATIONS SHALL:A. BE LOCATED WITHIN 15-FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30-FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION.B. INCLUDE LETTERING NOT LESS THAN 3-INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER -PROTECT ALL OPENINGS," OR OTHER WORDING.KEYNOTES[FIRE RATING PLANS]PROVIDE 60-MINUTE FIRE-RESISTANCE RATED ALUMINUM STOREFRONT GLAZING AND FRAMES IN 1-HOUR FIRE-RATED WALL ASSEMBLY.PROVIDE 1-HOUR FIRE-RESISTANCE-RATED PARTITION WALL TIGHT TO UNDERSIDE OF STAIR AT LOWEST LEVEL, TO PREVENT ACCESS TO OR ANY STORAGE BENEATH THE STAIR. PROVIDE AREA OF REFUGE PER NFPA 101 LIFE-SAFETY CODE REVIEW AT STAIR B.1-HOUR FIRE-RATED ELECTRONIC COMMUNICATION SPEAKER IN FIRE-RATED STOREFRONT GLAZING.1234FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLY SCHEDULEUL ASSEMBLY COMPOSITE SLAB:UL D935 OR D902UL ASSEMBLY FIRE PROOFING:UL P732FIRE-RATING:3-HOUR FIRE-RESISTANCE-RATEDSTC RATING:56IIC RATING:50LOCATION:GROUND LEVEL CEILING / SECOND LEVEL FLOORTOP OF FLOOR• FLOOR FINISH• 6 1/2" COMPOSITE DECK [5" CONCRETE, 1 1/2" METAL DECK] SEE STRUCTURAL DRAWINGS • STRUCTURAL STEEL FRAMING WITH 3-HOUR FIRE-RESITANCE RATED FIRE PROOFING, SEE STRUCTURAL DRAWINGSBOTTOM OF STRUCTUREFLOOR/CEILING ASSEMBLY -NON COMBUSITBLEF1UL ASSEMBLY: UL L570FIRE-RATING:1-HOUR FIRE-RESISTANCE-RATEDSTC RATING:60+IIC RATING:54LOCATION:SECOND LEVEL CEILING / THIRD LEVEL FLOORTHIRD LEVEL CEILING / FOURTH LEVEL FLOORFOURTH LEVEL CEILING / FIFTH LEVEL FLOORTOP OF FLOOR• FLOOR FINISH• 3/4-INCH FLOOR TOPPING• 23/32-INCH T&G ADVANTECH FLOOR DECKING• TJI FLOOR FRAMING, SEE STRUCTURAL DRAWINGS• 3 1/2-INCH ACOUSTIACAL BATT INSULATION BETWEEN TJIs PER U.L. INSTALLATION REQUIREMENTS• 1/2-INCH RESILIENT CHANNEL RC-1• TWO (2) LAYERS 5/8-INCH TYPE-X GYPSUM BOARD OVER RESILIENT CHANNEL RC-1BOTTOM OF CEILINGTYPICAL WOOD FRAMED FLOOR / CEILING ASSEMBLYF2TYPICAL WOOD FRAMED FLOOR / CEILING ASSEMBLY AT CORRIDORSF3ASSEMBLY: ICC IBC 722.6.2FIRE-RATING:1-HOUR FIRE-RESISTANCE-RATEDSTC RATING:60+IIC RATING:54LOCATION:SECOND LEVEL CEILING / THIRD LEVEL FLOORTHIRD LEVEL CEILING / FOURTH LEVEL FLOORFOURTH LEVEL CEILING / FIFTH LEVEL FLOORTOP OF FLOOR• FLOOR FINISH• 3/4-INCH FLOOR TOPPING• 23/32-INCH T&G ADVANTECH FLOOR DECKING• 2x8 WOOD FLOOR/CEILING FRAMING, SEE STRUCTURAL DRAWINGS• 3 1/2-INCH ACOUSTIACAL BATT INSULATION BETWEEN 2x8s • 1/2-INCH RESILIENT CHANNEL RC-1• TWO (2) LAYERS 5/8-INCH TYPE-X GYPSUM BOARD OVER RESILIENT CHANNEL RC-1BOTTOM OF CEILINGASSEMBLY:ICC-ES ESR-1153, ASSEMBLY "F"FIRE-RATING:1-HOUR FIRE-RESISTANCE-RATEDSTC RATING:N/AIIC RATING:N/ALOCATION:FIFTH LEVEL CEILINGTOP OF ROOF• ROOF MEMBRANE• 3/8" GYPSUM OVERLAYMENT BOARD• ROOF INSULATION • 1/2" GYPSUM UNDERLAYMENT BOARD• 23/32-INCH T&G ADVANTECH FLOOR DECKING• TJI ROOF FRAMING, SEE STRUCTURAL DRAWINGS• 1 1/2-INCH THICK MIN. (2 1/2 PCF) THERMAFIBER FIRE BLANKETS OR SAFB MINERAL WOOL FIRE BLANKETS• 1/2-INCH RESILIENT CHANNEL RC-1• TWO (2) LAYERS 5/8-INCH TYPE-X GYPSUM BOARD OVER RESILIENT CHANNEL RC-1BOTTOM OF CEILINGTYPICAL CEILING / ROOF ASSEMBLY F4ASSEMBLY:ICC IBC 722.6.2FIRE-RATING:1-HOUR FIRE-RESISTANCE-RATEDSTC RATING:LOCATION:FIFTH LEVEL CEILINGTOP OF ROOF• ROOF MEMBRANE• 3/8" GYPSUM OVERLAYMENT BOARD• ROOF INSULATION • 1/2" GYPSUM UNDERLAYMENT BOARD• 23/32-INCH T&G ADVANTECH FLOOR DECKING• 2x WOOD ROOF FRAMING, SEE STRUCTURAL DRAWINGS• 1 1/2-INCH THICK MIN. (2 1/2 PCF) THERMAFIBER FIRE BLANKETS OR SAFB MINERAL WOOL FIRE BLANKETS• 1/2-INCH RESILIENT CHANNEL RC-1• TWO (2) LAYERS 5/8-INCH TYPE-X GYPSUM BOARD OVER RESILIENT CHANNEL RC-1BOTTOM OF CEILINGTYPICAL CEILING / ROOF ASSEMBLY -AT CORRIDORSF5UL ASSEMBLY:UL P518FIRE-RATING:1-HOUR FIRE-RESISTANCE-RATEDSTC RATING:N/AIIC RATING:N/ALOCATION:CEILING AT TOP OF STAIR & ELEVATOR SHAFTROOF• ROOF MEMBRANE• 3/8" GYPSUM OVERLAYMENT BOARD• ROOF INSULATION• 1/2" GYPSUM UNDERLAYMENT BOARD• CORRUGATED METAL ROOF DECK, SEE STRUCTURAL DRAWINGS• LIGHT GAUGE METAL STUD ROOF FRAMING, SEE STRUCTURAL DRAWINGS• 8-INCH GLASS FIBER INSULATION, MIN.• 1/2-INCH RESILIENT CHANNEL RC-1• TWO (2) LAYERS 5/8-INCH TYPE-X GYPSUM BOARD OVER RESILIENT CHANNEL RC-1BOTTOM OF CEILINGTYPICAL CEILING / ROOF ASSEMBLY -AT STAIRSF6planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081t003FIRE - RATING PLANS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/16" = 1'-0"GROUND FLOOR FIRE-RATING PLAN1SCALE: 1/16" = 1'-0"SECOND FLOOR FIRE-RATING PLAN2SCALE: 1/16" = 1'-0"THIRD FLOOR FIRE-RATING PLAN3SCALE: 1/16" = 1'-0"FOURTH FLOOR FIRE-RATING PLAN4SCALE: 1/16" = 1'-0"FIFTH FLOOR FIRE-RATING PLAN5NNNNNADDENDUM #A1 2019.10.24 32' - 3 5/8"12' - 3 1/16"4' - 10 9/16"11' - 1 1/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"13' - 4 1/8"14' - 9 7/8"9' - 7 7/16"1' - 11 3/8"4' - 11 9/16"23' - 9 11/16"17' - 6 3/16"5' - 3 5/16"3' - 10 9/16"12' - 5 1/8"11' - 8 3/16"6' - 10 3/8"24' - 5 1/2"82' - 1 1/4"202' - 5 7/16" 32' - 3 5/8"114' - 11 7/8"55' - 1 15/16" VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL STORAGE ROOM 102 SEE DRAWING R2 FOR LOCATION VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL STORAGE ROOM 101 SEE DRAWING R2 FOR LOCATION VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL TRASH/RECYCLE ROOM ROOM 011 SEE DRAWING R2 FOR LOCATION VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL COMMON LAUNDRY ROOM WALL ROOM 017 SEE DRAWING R2 FOR LOCATION VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL SHARED COPY/FILES PIPE CHASE ROOM 004 SEE DRAWING R2 FOR LOCATION VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL MECHANICAL/ELECTRICAL ROOM PIPE CHASE ROOM 010 SEE DRAWING R2 FOR LOCATION VAPOR BARRIER PENETRATION AND RISER THROUGH TO FIRST LEVEL STORAGE ROOM 104 SEE DRAWING R2 FOR LOCATION Seeler Engineering, P.C. RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION UP THROUGH SECOND LEVEL FLOOR SEE DRAWING R3 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIRST LEVEL CEILING SEE DRAWING R3 FOR LOCATION RISER LOCATION UP THROUGH SECOND LEVEL FLOOR SEE DRAWING R3 FOR LOCATION Seeler Engineering, P.C. C2 C1RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWING R4 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWING R4 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWING R4 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWING R4 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWING R4 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWING R4 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO SECOND LEVEL CEILING SEE DRAWINGS R4 FOR LOCATION Seeler Engineering, P.C. C2 C1RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWING R5 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWING R5 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWING R5 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWING R5 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWING R5 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWING R5 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO THIRD LEVEL CEILING SEE DRAWINGS R5 FOR LOCATION Seeler Engineering, P.C. C2 C1RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWING R6 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWING R6 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWING R6 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWING R6 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWING R6 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWING R6 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FOURTH LEVEL CEILING SEE DRAWINGS R6 FOR LOCATION Seeler Engineering, P.C. C2 C1RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWING R7 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWING R7 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWING R7 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWING R7 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWING R7 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWING R7 FOR LOCATION RISER LOCATION THROUGH FLOOR UP TO FIFTH LEVEL CEILING SEE DRAWINGS R7 FOR LOCATION Seeler Engineering, P.C. S RISER FAN LOCATION RISER FAN LOCATION RISER FAN LOCATION RISER FAN LOCATION RISER FAN LOCATION RISER FAN LOCATION RISER FAN LOCATION RISER LOCATIONS THROUGH ROOF Seeler Engineering, P.C. ©CONSTRUCTION PERMIT DOCUMENTS BREAKLINE 387.0387.0 386.0 387.0387.5 386.0 387.0 386.5386. 5 386.5387.0386.5387.0387.0 387.0 387.0 386.5 386.5 386.5387.0386.5©CONSTRUCTION PERMIT DOCUMENTS BREAKLINE 387.0387.0 386.0 387.0387.5 386.0 387.0 386.5386. 5 386.5387.0386.5387.0387.0 387.0 387.0 386.5 386.5 386.5387.0386.5©CONSTRUCTION PERMIT DOCUMENTSCONSTRUCTION PERMIT DOCUMENTS ©CONSTRUCTION PERMIT DOCUMENTS · · · ©CONSTRUCTION PERMIT DOCUMENTS ©CONSTRUCTION PERMIT DOCUMENTS ©CONSTRUCTION PERMIT DOCUMENTS ©CONSTRUCTION PERMIT DOCUMENTS “ ” “” ©CONSTRUCTION PERMIT DOCUMENTS 10' REAR YARD SETBACKWEST COURT STREETNORTH MEADOW STREET CONTRACT LIMIT LINECONSTRUCTION STAGINGAREATREE PROTECTION FENCE, TYPCONSTRUCTIONENTRANCE GATECONTRACT LIMIT LINECONSTRUCTION FENCE, TYPFUTURE BUILDINGSIDEWALK TO REMAIN OPENTILL CURB REPLACEMENT ANDSIDEWALK CONSTRUCTION SEETRAFFIC CONTROL PLAN FORRE-ROUTINGSIDEWALK TO REMAIN OPEN TILL CURBREPLACEMENT AND SIDEWALK CONSTRUCTIONSEE TRAFFIC CONTROL PLAN FOR RE-ROUTINGTRACKING PAD, SEE EROSIONAND SEDIMENT CONTROL PLAN0010'20'CONTRACT LIMIT LINEGENERAL SHEET NOTES - STAGING1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROLVEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.2.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS AND TRAFFIC SIGNS TO PROTECT PEDESTRIANSAND MAINTAIN SAFE PASSAGE ALONG PUBLIC RIGHT OF WAY.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEWCONSTRUCTION. SEE EROSION AND SEDIMENT CONTROL PLAN.4.DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIPLINE OF TREES.5.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK.6.ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVEDFROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.7.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER.8.PROTECT EXISTING TREES TO REMAIN. TREE PROTECTION FENCE TO BE INSTALLED PRIOR TOCONSTRUCTION ACTIVITIES.9.PROTECT BENCHMARKS.10.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ONSITE PRIOR TO EXCAVATION.11.AS PER N.Y.S. INDUSTRIAL CODE 753: CONTRACTOR TO CALL DIG SAFELY NEW YORK (1-800-962-7962)TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORETHAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DIVING POSTS, ETC.TRACKING PADCONSTRUCTION STAGING AREALEGENDTREE PROTECTION FENCECONSTRUCTION FENCE©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400 10' REAR YARD SETBACKWEST COURT STREETNORTH MEADOW STREET CONTRACT LIMIT LINE BUILDING TO BE REMOVED(SEE ARCHITECTURAL DRAWINGS)BUILDING TO BE REMOVED (SEEARCHITECTURAL DRAWINGS)BUILDING TO BE REMOVED (SEEARCHITECTURAL DRAWINGS)BUILDING TO BEREMOVED (SEEARCHITECTURAL DRAWINGS)BUILDING TO BEREMOVEDREMOVE SHEDSAWCUT ASPHALTSAWCUT ASPHALT - ITEM 520.09000010SAWCUT CONCRETE ATNEAREST SCORE JOINTREMOVE CONCRETE PAVERS - TYP(SALVAGE FOR REINSTALLATION) -ITEM 608.03010005REMOVE CONCRETE PAVEMENT -INCLUDED IN ITEM 203.02REMOVE VEGETATION - INCLUDED IN ITEM 203.02REMOVE TREE - ITEM 614.060104SAWCUT ASPHALT - ITEM 520.09000010SAWCUT CONCRETE ATNEAREST SCORE JOINT - ITEM520.09000010REMOVE VEGETATION - INCLUDED IN ITEM 203.02REMOVE GRAVEL DRIVEREMOVE ASPHALT PAVEMENTREMOVE TREE - TYPREMOVE FENCEREMOVE FENCEREMOVE FENCEREMOVE CONCRETEPAVEMENTREMOVE GRAVEL DRIVEREMOVE CONCRETEPAVEMENTREMOVE CONCRETEPAVEMENTREMOVE SIGNREMOVE BOLLARD - TYPSIGNS TO REMAIN ANDBE PROTECTEDSIGNS TO REMAIN ANDBE PROTECTEDSEE CIVIL PLANS FORUTILITY REMOVALS AND /OR ADJUSTMENTSCONTRACT LIMIT LINEUTILITY POLE TO REMAINAND BE PROTECTEDUTILITY POLE TO REMAINAND BE PROTECTEDUTILITY POLE TO REMAINAND BE PROTECTEDUTILITY POLE TO REMAINAND BE PROTECTEDPEDESTRIAN CROSSING LIGHTTO REMAIN AND BE PROTECTEDREMOVE TREE - ITEM 614.060104REMOVE TREE - ITEM 614.060104REMOVE TREE - ITEM 614.0601040010'20'CONTRACT LIMIT LINEGENERAL SHEET NOTES - DEMOLITIONSAWCUT PAVEMENT - ITEM 520.09000010BUILDING SIGN AND FOOTINGS TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVED - ITEM 609.06000008FENCE TO BE REMOVEDBOLLARD TO BE REMOVED1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROLVEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.2.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS AND TRAFFIC SIGNS TO PROTECT PEDESTRIANSAND MAINTAIN SAFE PASSAGE ALONG PUBLIC RIGHT OF WAY.3.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ON PLAN.4.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEWCONSTRUCTION. SEE EROSION AND SEDIMENT CONTROL PLAN.5.SEE CIVIL PLAN FOR UTILITY REMOVALS AND / OR ADJUSTMENTS.6.PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24".7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVEDFROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. TREE PROTECTION FENCE TO BE INSTALLED PRIOR TOCONSTRUCTION ACTIVITIES.11.PROTECT BENCHMARKS.12.SEE SOIL MANAGEMENT RECOMMENDATIONS FOR REMOVALS OF CONTAMINATED SOILS.11.AS PER N.Y.S. INDUSTRIAL CODE 753: CONTRACTOR TO CALL DIG SAFELY NEW YORK (1-800-962-7962)TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORETHAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DIVING POSTS, ETC.12.SITE DRAWINGS BASED ON SURVEY BY:T.G. MILLER PC203 North Aurora Street Ithaca, NY 14850(607) 272-6477CONCRETE PAVEMENT OR PAVERSTO BE REMOVED - INCLUDED IN ITEM 203.02ASPHALT PAVING AND SUBBASETO BE REMOVED - INCLUDED IN ITEM 203.02CONCRETE PAVERS TO BE REMOVED(SALVAGE FOR REINSTALLATION) - ITEM 608.03010005VEGETATION TO BE REMOVED -INCLUDED IN ITEM 203.02GRAVEL TO BE REMOVEDLEGENDTREE PROTECTION FENCE©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400 MIXED-USE BUILDINGSEE ARCHITECTURAL DRAWINGSNORTH MEADOW STREET SIDE YARD SETBACK - NONE SIDE YARD SETBACK - NONE CONTRACT LIMIT LINE PROPERTY LINE CONTRACT LIMIT LINECONTRACT LIMIT LINEFRONT YARD SETBACK - NONEWEST COURT STREET22.00'+/-5.00' MATCHEXISTING WALKWIDTHBAAAB 10' REAR YARD SETBACKCREAR YARD SETBACK - 10'-0"8.50'TYP18.00'TYP.24.00'18.00'TYP.5.50'7.00'R1 4 '22.00'+/-5.00' MATCHEXISTING WALK WIDTH5.50'TYP.9.50'6.00'B2L-501GRANITE CURBA5L-501PIN AT BUILDINGTHRESHOLDA5L-501PIN AT BUILDINGTHRESHOLDB1L-503PERGOLA STRUCTURED3L-501ADA CURB RAMP - TYPE BITEM 608.21000003C4L-501BIKE RACKB5L-502TREE PITS WITH POROUS BOUNDAGGREGATE ITEM 420.98000004GAS METERB3L-501MOUNTABLE GRANITE CURBD4L-501ADA PAVEMENTMARKINGSB1L-501FLUSH GRANITE CURBBUILDING OVERHANG - SEEARCHITECTURAL DRAWINGS7.00'7.00'5.58'B2L-502A1L-502C1L-501WHEEL STOP, TYP.B2L-501GRANITE CURBB1L-501FLUSH GRANITE CURBTACTILE WARNING, TYP.8.50'TYP.A5L-501PIN AT BUILDINGTHRESHOLDA5L-501PIN AT BUILDINGTHRESHOLD29.00'20.00'2.00'5.00'6.50' 8.00' 1.50'2.00'16.00'20.00'2.00'6.50' 8.00'10.25'18.75'20.00'9.00' 11.00' 9.00' 13.00' 11.00'8.50'1.50'1.50'1.50'5.00'5.00' TYP. 7.50'1.50'51.00'15.00'6.00'6.00'7.50' 7.37'15.44'9.00'14.00'R5'R5'20.00' MOUNTABLE CURB29.00' MOUNTABLE CURBREAR YARD SETBACK - 10'-0"R2'5.00'38.50' FLUSH CURB5.00'12.00'11.00'B4L-503SMOKING STRUCTUREC1L-502TRASH ENCLOSURER33'B2L-501GRANITE CURBTRANSFORMER LOCATION -SEE ELECTRICAL DRAWINGS7.50'R43'R5'B2L-501GRANITE CURBR5'R5'R40'B5L-502BENCH, TYP.ITEM 615.08010005B2L-501GRANITE CURB ITEM 609.0203C3L-501BOLLARD, TYP.8.50'1.50'1.00'TREE PLANTING, TYP. ITEM 611.0111KEYMATERIALDETAILASPHALT PAVEMENT - ITEMS 402.098303 AND 402.198903MEDIUM DUTY CONCRETE PAVEMENT- ITEM 608.0101MEDIUM DUTY CONCRETE PAVEMENT - DARK GRAY COLOREDHEAVY DUTY CONCRETE PAVEMENTSTONE MULCHRESET EXISTING PERMEABLE PAVERS - ITEM 608.0301000005 OVERSTRUCTURAL SOIL ITEM 610.14000011CONCRETE UNIT PAVERS ITEM 608.03000001OVER CONCRETE BASEASPHALT PATCH - ITEMS 402.098303 AND 402.1989030010'20'B5L501A2L501A1L501D2L501C5L501D1L501B4L5011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIESON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANYAND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION.2.SEE CIVIL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES.3.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND ELECTRICAL AND LIGHTING.4.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTSCURBS AND OTHER FIXED OBJECTS.5.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORTDISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING.6.DO NOT SCALE FROM MEASURING DRAWINGS.7.WALKS, DRIVES, CURBS, PARKING, & BUILDING LOCATIONS TO BE LAID OUT IN THE FIELD BY ALICENSED SURVEYOR.8.DIMENSIONS TO CURBS ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED.9.SITE DRAWINGS BASED ON SURVEY BY:T.G. MILLER PC203 North Aurora Street Ithaca, NY 14850(607) 272-6477GENERAL SHEET NOTES - LAYOUTCONTRACT LIMIT LINESAWCUT PAVEMENT ITEM 627.50140008TRAFFIC SIGN - D5 / L-501ALEGENDFURNISHING SCHEDULETYPEQUANTITYMODEL / TYPEFINISHBICYCLE RACK7DERO - HOOP RACKS.S. BRUSHEDSYMBOLPARKING LOT POLE LIGHTWITH LIGHT SPILLAGECUT-OFF SHIELD (SEE ELECTRICAL DRAWINGS)CONCRETE JOINTTREE PROTECTION FENCEBOLLARD - C3 / L5-01A2L501©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400BOLLARD LIGHT (SEE ELECTRICAL DRAWINGS) MIXED-USE BUILDINGWEST COURT STREETNORTH MEADOW STREET PROPERTY LINE FFE: 387.25FFE: 387.501.5% 1.5% 1.5%1.5%1.8%1.8%1.5%1.0%1. 5%1.5%1.5%1.5%1.8%1.5%1.5%1.5%1.5% 1.5%1.5%1.5%10' REAR YARD SETBACK387.48TC: 387.40BC: 386.90TC: 387.50BC: 387.00TC: 387.50BC: 387.00TC: 387.50BC: 387.00TC: 387.50BC: 387.00TC: 387.00BC: 386.50TC: 386.75BC: 386.25EE: 387.48MAX 1/4" BELOW FFEEE: 387.48MAX 1/4" BELOW FFETR: 386.65TR: 386.68386.77TIE INTO EXISTING+/-387.02387.35386.87386.96386.98387.26387.73387.12387.02386.93386.95387.09386.99EE: 387.48MAX 1/4" BELOW FFEEE: 387.48MAX 1/4" BELOW FFETC: 387.65BC: 387.15TC: 386.82BC: 386.32386.87387.42TIE INTO EXISTING+/-386.50TIE INTO EXISTING+/-386.95387.00387.48387.48387.27RIM386.80RIM386.55CATCH BASINRIM 386.00CATCH BASINRIM 386.00386.84387.18387.48BR: 386.31BR: 386.15BR: 386.42TS: 387.38BS: 386.80387.38387.48387.00387.48387.48387.00386.66386.50386.84386.57386.57386.91387.00386.91386.66387.40386.94386.50387.03387.03386.97387.05387.17387.12387.42387.42387.00386.94386.83387.18387.18387.03386.94386.94386.94386.90386.93387.00CATCH BASINRIM 386.50HPTC: 387.20BC: 386.70TC: 387.50BC: 387.00TC/BC: 387.00TR: 386.921.3%BREAKLINE2.0%1.5%TC: 387.00BC: 386.50TC: 387.00BC: 386.50TC: 386.75BC: 386.25TIE INTO EXISTING+/- 385.50TIE INTO EXISTING +/- 385.601.5%TIE INTO EXISTINGTC: +/- 386.00BC: +/- 385.501.5%TC: 387.03BC: 386.53TS: 387.48BS: 386.90385.66385.55386.16386.07386.30386.21386.14386.80TC: 386.71BC: 386.21TC: 387.63BC: 387.13387.10387.10TIE INTO EXISTINGTC: +/- 386.10BC: +/- 385.60386.76HP: 387.47RIM387.10TC/BC: 386.50BR: 386.92TR: 387.42387.00386.921.0%1.0%1.0%1.6%386.65386.67BR: 386.20TR: 386.60TC: 386.62BC: 386.12TC: 386.23BC: 386.23TC: 386.75BC: 386.25TC: 386.85BC: 386.35TIE INTOEXISTING:+/-386.37TIE INTO EXISTING: +/- 386.15TR: 386.68BR: 386.34TIE INTOEXISTINGTC: 386.25BC: 385.75TIE INTOEXISTINGTC: 386.27BC: 385.77TIE INTOEXISTINGTC: 386.35BC: 385.85TIE INTOEXISTINGTC: 386.43BC: 385.93TIE INTOEXISTINGTC: 386.23BC: 385.73TIE INTOEXISTINGTC: 386.13BC: 385.63TIE INTO EXISTING: +/- 385.95TIE INTO EXISTING: +/- 385.87TIE INTO EXISTING: +/- 385.79TIE INTO EXISTING: +/- 385.77TIE INTO EXISTING: +/- 385.75TIE INTO EXISTING: +/- 385.65387.0387.0386.0387.0387.5386.0TIE INTO EXISTING+/-386.57387 .0 386.5 386.5386.5387.0 386.5 387.0TC: 387.38BC: 386.88387.0387.0387.0386.5386.5386.5387.0386.50010'20'1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC.,WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUNDUTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACTUTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TOBE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BEADJUSTED TO MEET PROPOSED GRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE.8.SEE CIVIL DRAWINGS FOR PROPOSED UTILITIES.GENERAL SHEET NOTES - GRADINGLEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATION+846.00BC = BOTTOM OF CURBTC = TOP OF CURBFFE = FINISHED FLOOR ELEVATIONPROPOSED CATCH BASIN / DRAINAGE INLETEXISTING SPOT ELEVATIONPROPOSED HALF CONTOURCONTRACT LIMIT LINETC 389.30BC 388.80©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400A1 WEST COURT STREETNORTH MEADOW STREET10' REAR YARD SETBACK1CCa2CCa2ACm2CCa6HYa6VIp8SPl7BUs7PAi5CAa5VIp5HYa17CAa4VIp5BUs5COs7BUs7BUs5COs5BUs4VIp6CAa11SPg9JUv11SPg8SPg12VIp12JUv5NEr9SPl10JUv16COs11JUv11DRf9HYa5COs11EEv12DRf21DRf12EEv15HYa10SPg8EEv9HYa6VIp9HYa3VIp11DRf9EEv12SPg8HYa4COs3VIp3COs8WEf12SPl8NEr12SPl8NEr2HAp10COs2ACm12COs16SPl2PQu2HAp2PQu2HAp2PQu2HAp2PQu2HAp2PQu4HAp4PQu2HAp2PQuEXISTINGSTRUCTURAL SOILBENEATHEXISTINGSTRUCTURAL SOILBENEATH15NEr10PAi12PAi10SPl5VIp13PAi10SPl10PAi4CKo9CAa4DRf5NEr9JUv7DRf4MAd0010'20'GENERAL SHEET NOTES - PLANTING1.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIRENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALL BY 3XTHE DIAMETER.2.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS ANDPERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.3.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICANSTANDARD FOR NURSERY STOCK".5.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.6.HAND DIG AND PLANT SHRUBS AND PERENNIALS WITHIN CANOPY OF EXISTING TREES. PROTECTROOTS OF EXISTING TREES DURING INSTALLATION.LEGENDSHRUBS / GRASSES / PERENNIALSCONTRACT LIMIT LINEPROPOSED TREEF7L501F9L501SELECTED PLANTSQTKEYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSDECIDUOUS TREES4ACmAcer miyabei 'Morton'State Street Miyabe Maple1 3/4" TO 21/4"B&BORNAMENTAL TREES4CKoCornus kousaKorean Dogwood8 - 10'B&B5CCaCercis CanadensisEastern Redbud6-8'B&B4MAdMalus 'Donald Wyman'Crabapple8'-10'B&BBRANCHED TO 5.5' (ABOVEHEAD HEIGHT)SHRUBS31BUsBuxus sempervirens 'North Star'North Star Boxwood#5CONT55COsCornus sericea 'Cardinal'Cardinal Red Twig Dogwood#5CONT66HYaHydrangea arborescens 'Annabelle'Annabelle Hydrangea#5CONT51JUvJuniperus virginiana 'Grey Owl'Grey Owl Juniper#5CONT69SPlSpiraea japonica 'Lemon Princess'Lemon Princess Spirea#3CONT52SPgSpiraea japonica 'Goldflame'Goldflame Japanese Spirea#3CONT48VIpViburnum plicatum tomentosum 'Shasta'Shasta Doublefile Viburnum#5CONT.PERENNIALS37CAaCalamagrostis x acutiflora 'Karl Foerster'Feather Reed Grass#2CONT59DRfDryopteris filix-masMale Fern#2CONT40EEvEchinacea x 'Evan Saul'Sundown Big Sky Coneflower#2CONT39NErNepeta racemosa 'Walkers Low'Catmint#2CONT52PAlPennisetum alopecuroides 'Hameln'Fountain Grass#2CONTVINES16HApHydrangea anomala ssp. petiolarisClimbing Hydrangea#3CONT16PQuParthenocissus quinquefoliaVirginia Creeper#3CONTTURF LAWNF3L501EXISTING TREE TO REMAIN©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400A1A1A1 WEST COURT STREETNORTH MEADOW STREET10' REAR YARD SETBACK0010'20'GENERAL SHEET NOTES - SOILS1.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIRENTIRETY WITH 24" DEPTH PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALLBY 3X THE DIAMETER.2.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS ANDPERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.3.ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED BED ARE TO BE SEEDEDAS LAWN. PREPARE AND SEED LAWN AS PER SPECIFICATIONS, UNLESS OTHERWISE INDICATED.LEGENDCONTRACT LIMIT LINELAWN ESTABLISHMENT4" PLANTING SOIL MIXTUREB4L50324" PLANTING SOIL MIXTURE,WITH 4" WOOD MULCHA4 / A5L503STRUCTURAL SOILB5L503©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400A1 NOTES:1.SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ),LAYOUT WIDTHS AND RADII.2.2" MINIMUM CONCRETE COVERAGE ON MESH AND TIESWIDTH AS SHOWN ON PLAN6"1'-0"Scale: 1"=1'-0"HEAVY DUTY CONCRETE PAVEMENTA13"CONCRETE WALK#4 REBAR @ 18" O.C. BOTH WAYSINCLUDED INCOMPACTED SUB-BASECOMPACTED SUBGRADECROSS SLOPE AS SHOWNON GRADING PLANNOTES:1.SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ),LAYOUT WIDTHS AND RADII.2.2" MINIMUM CONCRETE COVERAGE ON MESH AND TIESWIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWNON GRADING PLAN8"Scale: 1"=1'-0"MEDIUM DUTY CONCRETE PAVEMENTA26"5"WELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9FLAT SHEETS SET ON CHAIRS INCLUDED IN- ITEM 608.0101COMPACTED SUBBASE ORSTRUCTURAL SOIL. SEE L401 FORLOCATIONS. - ITEM 304.12COMPACTED SUBGRADECONCRETE PAVEMENT MIX (4500PSI AT 28DAYS) - ITEM 608.0101NOTES:1.SEE PLANS FOR LOCATION AND TYPE OF JOINTS.2.OVERLAP MESH SHEETS 1'-0" MIN.3.EXPANSION JOINTS TO BE LOCATED EVERY 30' O.C.MIN UNLESS OTHERWISE NOTED ON PLANSTJEJScale: 1"=1'-0"CONCRETE JOINTSA31/2" EXPANSION JOINT (EJ)/CONSTRUCTION JOINT (CJ) ANDCLOSED-CELL FOAM FILLER ANDJOINT SEALANT INCLUDED IN - ITEM608.01011/2" EPOXY COATED SMOOTH DOWELx 18" W/ PLASTIC SLEEVE AT 18" O.C.INCLUDED IN - ITEM 608.01011" DEEP TOOL JOINT (TJ)W/ 14" RADIUS INCLUDED IN -ITEM 608.0101Scale: 1"=1'-0"RESET EXISTING UNIT PAVERS OVER STRUCTURAL SOILC5EXISTING PERMEABLE UNITPAVERS - ITEM 608.03010005UNDISTURBED SUBGRADEWIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWNON GRADING PLANCOMPACTED STRUCTURAL SOIL - ITEM601.14000011OPEN GRADED STONE SETTING BEDAASHTO #8/#9 INCLUDED IN - ITEM 608.03010005POLYMERIC SAND JOINTS INCLUDED IN - ITEM608.030100052"NOTE:1.1/4" RECESS AT BUILDING THRESHOLD4"1'-6"Scale: 1"=1'-0"PIN AT BUILDING THRESHOLDA56"CONCRETE PAVEMENT AT BUILDINGTHRESHOLDSBUILDING FACE#4 EPOXY-COATED SMOOTH DOWELAT 16" O.C. GREASE AND CAST INTOFOUNDATION WALL.BUILDING FOUNDATIONEXPANSION JOINTScale: 1"=1'-0"FLUSH GRANITE CURB B11'-2"5"3"2'-0"ADJACENT PAVINGCONCRETE DRY MIX BEDDING UNIFORM PILESAT EACH END AND ON 3-FOOT CENTERSBENEATH CURB FOR FULL LENGTH OF CURBINCLUDED IN - ITEM 609.0203FLUSH GRANITE CURB W/ SAWN & THERMALTOP AND SAWN FACES - ITEM 609.02033000 PSI CONCRETE BACKING FULL LENGTHOF CURB. FORCE CONCRETE THROUGH BACKOF JOINTS. GROUT FRONT AND TOP OF JOINTSFLUSH WITH 1:2 MORTAR MIX INCLUDED IN -ITEM 609.0203ADJACENT PAVING1'=1'-0"ASPHALT PATCHB41'-6"3"SAWCUT RESURFACE LIMIT LOCATIONAS SHOWN ON PLANS - ITEM627.50140008BITUMINOUS SEALER - ITEM 418.7603EXISTING ASPHALTEXISTING SUB-BASE2" TOP COURSE - ITEM 402.098303COMPACTED SUB-BASE COURSE -MIN 8" DEEP - ITEM 304.123" BINDER COURSE - ITEM 402.198903Scale: 1"=1'-0"ASPHALT PAVEMENTB5112"1'-0"3"2'-0"WRAPTOP COURSE - ITEM 402.098303BINDER COURSE - ITEM 402.198903COMPACTED SUBGRADESEPARATION FABRIC TO WRAPUNDER ASPHALT - ITEM 207.21TAMP EDGESCOMPACTED SUBBASE, SHOULDER TOEXTEND 12" BEYOND EDGE OF PAVEMENT- ITEM 304.121'-4"NOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"Scale: 1"=1'-0"GRANITE CURBB23"5"ADJACENT PAVINGADJACENT PAVEMENT OR PLANTINGGRANITE CURB 1/2" BATTERED FACE,6" DOWN FROM SAWN TOP - ITEM609.02033000 PSI CONCRETE BACKING FULLLENGTH OF CURB. FORCE CONCRETETHROUGH BACK OF JOINTS. GROUTFRONT AND TOP OF JOINTS FLUSHWITH MORTAR MIX INCLUDED IN - ITEM609.0203VARIES PERGRADING PLAN,6" TYPICAL1:3:6 DRY MIX UNIFORM PILES ATEACH END AND ON 3-FOOT CENTERSBENEATH CURB FOR FULL LENGTH OFCURB INCLUDED IN - ITEM 609.020312" EXPANSION JOINT AND JOINTSEALANT BETWEEN GRANITE ANDCONCRETE INCLUDED IN - ITEM 609.0203IN DOT ROW ONLY - REPLACEDRAINAGE STONE AND ANY EXISTINGUNDERDRAIN THAT IS DISTURBED WITH4" HEAVY DUTY PERFORATED HDPEUNDERDRAIN PIPE WITH GEOTEXTILEFILTER SOCK OFF APPROVED DOTMATERIAL LIST. SEE CIVILCOMPACTED SUBGRADE1'-4"NOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"Scale: 1"=1'-0"MOUNTABLE GRANITE CURBB33"5"ADJACENT PAVINGADJACENT PAVEMENT OR PLANTINGMOUNTABLE GRANITE CURB, 4"CHAMBERED CORNER, 6" DOWNFROM SAWN TOP - ITEM 609.01063000 PSI CONCRETE BACKINGFULL LENGTH OF CURB. FORCECONCRETE THROUGH BACK OF JOINTS.GROUT FRONT AND TOP OF JOINTSFLUSH WITH MORTAR MIX INCLUDED IN- ITEM 602.0203VARIES PERGRADING PLAN,6" TYPICAL1:3:6 DRY MIX UNIFORM PILES AT EACHEND AND ON 3-FOOT CENTERSBENEATH CURB FOR FULL LENGTH OFCURB INCLUDED IN - ITEM 602.020312" EXPANSION JOINT AND JOINTSEALANT BETWEEN GRANITE ANDCONCRETE INCLUDED IN - ITEM 609.0106COMPACTED SUBGRADENOTES:1.SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS.2.BROOM PERPENDICULAR TO LINE OF TRAFFIC.3.2" WINDOW PANE EDGE FINISH.WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLAN Scale: 3/4"=1'-0"CONCRETE BROOM FINISH DETAILA4MEDIUM BROOM FINISH. BROOMPERPENDICULAR TO LINE OF TRAFFICINCLUDED IN - ITEM 608.0101TOOLED CONTROL JOINTS INCLUDEDIN - ITEM 608.01012" WINDOW PANE EDGE FINISHINCLUDED IN - ITEM 608.0101Scale: 1"=1'-0"STONE MULCHD2COMPACTED SUBGRADE18" THICK x 512" HIGH ALUMINUMEDGING WITH 12" LONG STAKESADJACENT LAWN ORPLANTING BEDSTONE MULCHBUILDING FACESEPARATION FABRIC, WRAP 5"ON BOTH SIDESVARIES SEE PLAN8"Scale: 1/2"=1'-0"BOLLARDC33'-0" 4'-0"1'-0"3'-0"4"4"4"ADJACENT PAVING, MULCH, ORCURBSUBBASECOMPACTED SUBGRADE12" SONOTUBE CONCRETESCHEDULE 80 STAINLESS STEEL4" O.D. PIPE BOLLARD.4" O.D. DIA X 5/8"H CONVEXSTAINLESS STEEL ENDCAP, WELDEDTO PIPEScale: 1/2"=1'-0"BICYCLE RACKC4NOTES:1.PROVIDE STAINLESS STEEL MOUNTING HARDWARE2.MOUNT AS PER MANUFACTURER'S SPECIFICATIONS.3.FOR BICYCLE RACK PRODUCT, SEE SPECIFICATIONSSTAINLESS STEEL BIKE RACKMEDIUM DUTY CONCRETEPAVEMENTSURFACE MOUNTScale: 1/4"=1'-0"BENCHC2NOTES:1.BASIS OF DESIGN IS ROUGH AND READY BACKLESS BENCH BY STREETLIFE SEE SPECIFICATIONS -ITEM 615.08010005(4) SURFACE MOUNT TABS WITH 12" ØHOLE FOR ANCHORING. PROVIDESTAINLESS STEEL MOUNTINGHARDWARE. MOUNT AS PERMANUFACTURER'S SPECIFICATIONS.SURFACE MOUNTING DETAIL - NTSBENCH BASEFINISHED GRADECONCRETE PAVEMENT - ITEM 608.0101Scale: 1/4"=1'-0"ADA CURB RAMP - TYPE BD36'-0" TYP6'-0" TYP2'-0"PITCH 1:12PITCH 1:12NOTES:1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSIONOF CURB RAMPS2.GRADE CHANGES TO BE SMOOTH AND EVENLYPITCHED.6'-0" TYP WALK WHERESHOWNPITCH 1:20PLAN6" TYP LANDSCAPEWHERE SHOWNCAST IRON DETECTABLEWARNING TILES - ITEM608.21000003HANDICAP PAVEMENT MARKINGNOTES:1.REMOVED AND STOCKPILED SIGNS TO BE REINSTALLED.CONTRACTOR SHALL PROVIDE ANY NEW OR ADDITIONAL SIGNS NEEDED TO MEET ADA PARKING CODE REQUIREMENTS.2.POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZEDTAMPER RESISTANT BOLTS, LENGTH AS NECESSARY.Scale: 1/4"=1'-0"ADA PAVEMENT MARKINGS D44'-0"TRAFFIC WHITE4" W IDE PAINTLINE, TYP .CURB FACETRAFFIC WHITE4" WIDE PAINTLINE, TYP .TRAFFIC BLUEPAINTTRAFFIC WHITEPAINTNEW YORK STATEACCESSIBLE ICON 3'-0" TYP.12"5'-0" CLEAR MIN., TYP.RESERVEDPARKINGTYPE ATYPE BINAISLETYPE CScale: 1/4"=1'-0"TRAFFIC SIGNSD5STOPPEDESTRIANCROSSINGSTOPPEDESTRIANCROSSING2" GALVANIZED U-CHANNEL POSTWITH BREAKAWAY BASEADJACENT PAVEMENT2500 PSI CONC. SONO TUBEScale: 1/2"=1'-0"WHEEL STOPC1END VIEWWHEEL STOP34" REINF. ROD SHALL BE PLACED PRIORTO SURFACING, OR IN A HOLE DRILLED INTHE FINISHED SURFACE WITH A TIGHT FITOBTAINED BY AN APPROVED METHOD, ORDRIVEN INTO THE SURFACING7'-0" MIN8'-0" MAX1'-0"2'-0" MINDRAINAGEOPENING1'-0"2'-0" MINDRAINAGEOPENING1'-0"612"612"2'-712"8"212"4"2"2 - #38"HOLE FOR 34" Ø ROD.GROUT HOLE FULL.INSTALLATION PLANELEVATIONPARKING STALLCLSECTIONScale: 1"=1'-0"CONCRETE PAVERS ON CONCRETE BASED1NOTES:1.PROVIDE WEEPS 12" IN DIA. IN CONCRETE EVERY24" ALONG LINE OF LOW POINT. PLACE 12" SQUAREOF FILTER FABRIC OVER WEEPS BEFOREPLACEMENT OF SETTING BED.8"5"1"CONCRETE PAVERSSAND CEMENT SETTING BEDPOLYMERIC SAND SWEPT JOINTSCOMPACTED SUBBASE ORSTRUCTURAL SOIL. SEE L401 FORLOCATIONS - ITEM 304.12CONCRETE PAVEMENT BASECOMPACTED SUBGRADEPROVIDE 12" WEEP HOLES AT 24"O.C.ALONG LINE OF LOW POINT©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400 Scale: 1/2"=1'-0"TRASH ENCLOSUREC32X4 BEVELED CAP2X6 TOP RAIL1X6 FENCE BOARDS6X6 FENCE POSTHEAVY DUTYCONCRETE PAD5'-4"SECTION DETAIL4"NOTES:1.POSTS TO BE 6X6 CLEAR P.T., ALL OTHER LUMBER TO BE CLEAR CEDAR LUMBER S4S.2.SOLID STAIN ALL EXPOSED AND CUT SURFACES, COLOR TO BE SUPERDECK TRANSPARENT STAIN OR APPROVED EQIVALENT. PROVIDE THREE (3) COATS.3.DOOR HARDWARE TO BE 1-1/2" POWDER COATED BLACK, GALVANIZED STEEL FRAME, MIN. 0.045" WALL THICKNESS W/ HINGES RATED FOR 3000 POUNDS. COLOR TO BE CLEAR.4.ALL OTHER NAILS, SCREWS, AND HARDWARE TO BE GALVANIZED.5.GATE LATCH TO BE: POWDER COATED LOCKABLE DURA GATE GH101BIG AS PROVIDED BY GATEDEPOT.COM OR APPROVED EQUIVALENT6.HINGE TO BE: POWDER COATED 4.5" HEAVY DUTY SPRING HINGE, FULL MORTISE 892056 AS PROVIDED BY HARDWARESOURCE.COM OR APPROVED EQUIVAL7.CANE BOLT TO BE: DURA GATE DGT-CB MECHANICAL CANE BOLT AS PROVIDED BY GATEDEPOT.COM OR APPROVED EQUIVALENT8.GATE LATCH, HINGE, AND CANE BOLT TO BE POWDER COATED BLACK.9.INSTALL GATE LATCH, HINGE, AND CANE BOLT PER MANUFACTURERS SPECIFICATIONS.2X6 BEVELED BOTTOM RAIL6'-11"2"SIDE ELEVATIONFRONT ELEVATION8'-0"5'-4"SECTIONDUMPSTER6'-11"NON-SAG STEEL FRAMEADJUSTABLE GATE KITW/ DIAGONAL BRACINGSIMPSON CPS6 STRONG-TIESTANDOFF BASE OR APPROVEDEQUAL W/ 5/8" THREADED ROD SET INCONCRETE FOOTING AND EPOXYANCHORED TO WOOD POST PERMANUFACTURER'S INSTRUCTIONS8'-0"1'-2" 1'-0" MIN.THICKEN SLAB TO 14" AT POSTLOCATIONSA1L5011'-0" MIN. 2"4"612"10'-6"4"(MAX)8'-0"EDGE OFCONCRETE PAD4'-0"6"HEAVY DUTY SPRINGHINGE (SEE NOTES)GATE LATCH (SEENOTES)MECHANICAL CANEBOLT (SEE NOTES)FINISH GRADEScale: 1/4"=1'-0"FENCE / GREENSCREEN ELEVATION FROM NORTHA1NOTES:1.SEE DETAIL A4/L502 FOR FENCE AND GREEN SCREEN PANEL CONSTRUCTION4'-0"GREEN SCREEN8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL4'-0"GREEN SCREEN8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL4'-0"GREEN SCREEN8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL4'-0"GREEN SCREEN8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL4'-0"GREEN SCREEN8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL4'-0"GREEN SCREENCEDAR FENCE PANEL, TYPGREENSCREEN PANEL, TYP6X6 PT FENCE POST, TYPFINISH GRADEScale: 1/4"=1'-0"FENCE / GREENSCREEN ELEVATION FROM WESTB2NOTES:1.SEE DETAIL A4/L502 FOR FENCE AND GREEN SCREEN PANEL CONSTRUCTION4'-0"GREEN SCREEN8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL8'-0"CEDAR FENCE PANEL4'-0"GREEN SCREENGREEN SCREEN PANEL IMAGEWOOD PANEL FENCE IMAGEScale: 1/4"=1'-0"6' TIGHT BOARD FENCE / GREENSCREENB16'-0"6"SECTIONNOTES:1.COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PERMANUFACTURERS RECOMMENDATION3'-0"1'-4"3"8'-0" O.C.1X4 CEDAR FENCE BOARDS6X6 PT FENCE POSTCOAT SURFACE OF POST W/TAMKO PLASTIC ROOFCEMENT (LEAVE END GRAINUNCOVEREDCONCRETE FOOTING1X6 CEDAR FENCE BOARDS2X2 NAILER5/4X6 CEDAR CAP1" SPACING2X2 NAILERDRAINAGE STONE6' X 3.25' GREENSCREENPANEL4'-0" O.C.©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400 Scale: 1/4"=1'-0"TREE PLANTINGA53X WIDTH OF ROOT BALL6" MIN PLANT SHALL BE SET AT ORSLIGHTLY ABOVE THE STABLISHEDFINISH GRADE - ITEM 611.01114" SPECIFIED SHREDDED BARK MULCHINCLUDED IN - ITEM 611.0111UNTIE AND ROLL BACK BURLAPFROM MIN. 1/3 OF ROOT BALL.SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIREBASKETS AND REMOVE.SPECIFIED PLANTING MIX - ITEM 610.1404GRADE TO FORM SAUCER IN LAWNAREAS ONLYSCARIFY SIDES AND BOTTOM OFTREE PIT TO PREVENT GLAZING OFSUBGRADE. SET TREE DIRECTLY ONSUBGRADE TO PREVENT SETTLING.ORANGE SNOW FENCE APPLIED INSELECT AREAS AS INDICATED IN SOILMANAGEMENT RECOMMENDATIONS4"Scale: 1"=1'-0"LAWN RESTORATION B4SOD OR HYDROSEED - ITEM610.1602SPECIFIED TURF SOIL I TEM 610.1403SCARIFY 6" OF SUB-GRADE ANDRECOMPACT TO 85% PRIOR TOBACKFILLING - ITEM 610.15UNDISTURBED AND/ORCOMPACTED SUBGRADEScale: 1/4"=1'-0"TREE PITS WITH POROUS BOUND AGGREGATE PAVEMENTB53'-0"AS PER PLANSNOTES:1.POROUS BOUND AGGREGATE TO BE ADAPAVE BYCHAMEMELEON WAYS OR APPROVED EQUAL.3" #57 STONE - ITEM 304.123" POROUS BOUND AGGREGATEPAVEMENT - ITEM 420.98000004ADJACENT RESET UNIT PAVERS - ITEM608.03010005 ON STRUCTURAL SOIL -ITEM 610.14000011 OR CONCRETE -ITEM 608.1010 SEE LAYOUT PLAN L201SPECIFIED PLANTING MIX -ITEM 610.1404Scale: 1/4"=1'-0"PERENNIAL AND SHRUB PLANTINGA4NOTES:1.PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2.PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLING24" MIN SHREDDED BARK MULCH,EXTENT OF BEDLINE:·4" (100mm) FOR SHRUBS·3" (75mm) FOR PERENNIALSAND BULBSUNTIE AND ROLL BACK BURLAPFROM MIN. 1/3 OF ROOT BALL.SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIREBASKETS AND REMOVE.SPECIFIED PLANTING MIXSPADED BED EDGEUNDISTURBED SUBBASEORANGE SNOW APPLIED IN SELECTAREAS AS INDICATED IN SOILMANAGEMENT RECOMMENDATIONS7'-1012"16'-514"9'-414"SPACING 7" O.C.Scale: 1/4"=1'-0"SMOKING SHELTERC4NOTES:1.INSTALL STRUCTURE PER MANUFACTURER'S INSTRUCTIONS2.ALL HARDWARE TO BE STAINLESS STEEL3.WOOD PERLINS AND POST TO BE EUROPEAN FSC® PINE4.ALL POSTS AND SUPPORTS TO BE HOT DIPPED GALVANIZED STEEL5.BASIS OF DESIGN : ROUGH&READY SHADES BY STREETLIFE4'-0"2'-0"10" X 10" SURFACE MOUNT PLATE, ANCHORBOLTS BY CONTRACTORCONCRETE FOOTER BY CONTRACTOR3X6 EUROPEAN FSC® PINE BEAMSGALVANIZED GRIDERGALVANIZED POST10" X 10" SURFACE MOUNT PLATE,ANCHOR BOLTS BY CONTRACTOR3X6 EUROPEAN FSC® PINE BEAMSGALVANIZED GRIDERGALVANIZED SUPPORT BEAMCLEAR ACRYLIC ROOF8'-11"52'-2"7'-614"Scale: 1/4"=1'-0"PERGOLA STRUCTUREB17'-1012"15'-058" 16'-5516"7'-7916"7" O.C. SPACING9'-10"4'-0"2'-0"10" X 10" SURFACE MOUNT PLATE, ANCHORBOLTS BY CONTRACTORNOTES:1.INSTALL STRUCTURE PER MANUFACTURER'S INSTRUCTIONS2.ALL HARDWARE TO BE STAINLESS STEEL3.WOOD PERLINS AND POST TO BE EUROPEAN FSC® PINE4.POSTS AND SUPPORTS TO BE HOT DIPPED GALVANIZED STEEL5.BASIS OF DESIGN : ROUGH&READY SHADES BY STREETLIFECONCRETE FOOTER3X6 EUROPEAN FSC® PINE BEAMSGALVANIZED GRIDERGALVANIZED POST10" X 10" SURFACE MOUNT PLATE,ANCHOR BOLTS BY CONTRACTOR3X6 EUROPEAN FSC® PINE BEAMSGALVANIZED GRIDERGALVANIZED SUPPORT BEAM©NOT FOR CONSTRUCTION 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400 1.STEEL PIPE PILES SHALL CONSIST OF 12"Ø (12.75" OD) MINIMUM AND .25" MINIMUM WALL THICKNESS STEEL PIPE PILES DRIVEN TO THE BEARING STRATA AND THEN AS REQUIRED TO ACHIEVE THE REQUIRED CAPACITY. REFER TO THE GEOTECHNICAL REPORT IN THE PROJECT MANUAL FOR EXPECTED SUBSURFACE CONDITIONS. NOTE THAT THE GEOTECH REPORT INDICATES A RELATIVELY THIN BEARING LAYER BETWEEN 70' AND 80'. PILES WILL BE DRIVEN TO THAT LAYER BUT NOT THROUGH IT. 2.PILES SHALL BE MIN ASTM A252 GRADE 2 OR 3 (45 KSI) STEEL. 3.PILES TO HAVE A 1/2" THICK WELDED TOP CLOSURE PLATE. 4.PILES SHALL HAVE A 3/4" WELDED STEEL BOTTOM PLATE. 5.THE UPPER 20' OF EACH PILE IS TO BE EPOXY COATED FOR CORROSION PROTECTION. 6.PROVIDE ALL SURVEYING REQUIRED FOR FIELD STAKE-OUT AND DOCUMENTATION OF AS-BUILT CONDITIONS OF PILES. 7.COMPLY WITH THE CITY NOISE ORDINANCE. PILE DRIVING OPERATIONS SHALL BE PERMITTED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8:00 AMD AND 4:00 PM. 8.PILES SHALL DEVELOP AN ULTIMATE CAPACITY OF TWO TIMES THE REQUIRED DESIGN WORKING LOAD CAPACITY PROVIDED IN THE DRAWINGS. 9.SUBMIT SHOP DRAWINGS AND COMPUTATIONS INCLUDING DETAILS OF EQUIPMENT AND PROCEDURES FOR PILE INSTALLATION INCLUDING BUT NOT LIMITED TO THE TYPE, SIZE AND CONFIGURATION OF THE PILE DRIVING EQUIPMENT, PILE IDENTIFICATION PLAN SHOWING THE PILE TYPE, PILE NUMBERING AND PROPOSED SEQUENCE OF PILE INSTALLATION, AND PILE DESIGN CALCULATIONS INCLUDING A FULL WEAP ANALYSIS. PILE DESIGN TO BE SIGNED AND SEALED BY A REGISTERED NYS PROFESSIONAL ENGINEER. 10.SUBMIT PROPOSED METHOD FOR SPLICING PILES, SHOULD A SPLICE BE REQUIRED. 11..OWNER'S REPRESENTATIVE WILL MAINTAIN A PILE DRIVING LOG TO INCLUDE AS A MINIMUM a. SIZES, LENGTHS AND LOCATIONS OF PILES b. LOCATIONS AND TEST RESULTS FOR EACH TEST PILE (SEE BELOW) c. FINAL BASE AND TOP ELEVATIONS d. BLOW COUNTS 12.DO NOT DRIVE PILES UNTIL EXCAVATION OF AREA SURROUNDING PILES IS COMPLETED TO THEDESIGN GRADES INDICATED IN THE DRAWINGS. PLACE PILES FROM THE EXCAVATED WORKING ELEVATION. 13.NO CONCRETE SHALL BE PLACED UNTIL ALL PILE DRIVING HAS BEEN COMPLETED WITHIN A RADIUS OF 15'. 14.DO NOT COMMENCE PILE DRIVING OPERATIONS WITHOUT VERIFYING THAT THE VIBRATION MONITORING EQUIPMENT IS OPERATIONAL. REFER TO THE SPECIFICATION SECTION ON VIBRATION MONITORING IN THE PROJECT MANUAL. IF EXCESSIVE VIBRATION LEVELS ARE REACHED, IMMEDIATELY DISCONTIUE PILE DRIVING OPERATIONS. MODIFICATIONS TO PILE DRIVING PROCEDURES MAY BE REQUIRED. 15.MAXIMUM VARIATION FROM VERTICAL: 1 IN 48. MAXIMUM VARIATION FROM CUT-OFF ELEVATION: 1", MAXIMUM OUT-OF-POSITION: 2". 16.PILES SHALL BE DYNAMICALLY LOAD TESTED TO VERIFY THAT THE REQUIRED PILE CAPACITY HASBEEN ACHIEVED.• SUBMIT NAME AND QUALIFICATIONS OF THIRD PARTY TESTING COMPANY FOR APPROVAL. • TEST METHOD -ASTM D4945 -STANDARD TEST METHOD FOR HIGH-STRAIN DYNAMIC TESTING OF PILES. • TEST FREQUENCY. TEST A MINIMUM OF 8 PILES, AT THE FOLLOWING LOCATIONS; SOUTHWEST CORNER, SOUTHEAST CORNER, NORTHWEST CORNER, NORTHEAST CORNER, AND APPROXIMATE MIDDLE OF BUILDING. • SUBJECT PILES TO 2 TIMES THE UNFACTORED DESIGN LOAD PROVIDED IN THE DRAWINGS. • NOTIFY ENGINEER WITH MINIMUM 3 DAYS ADVANCE NOTICE OF THE FIRST PILE TESTING TO BE DONE. • PROVIDE A WRITTEN REPORT OF TEST RESULTS DOCUMENTING TEST EQUIPMENT USED, METHODOF CALIBRATION AND RECORDING, LOCATIONS OF PILES TESTED, AND TEST RESULTS WITHIN TWO WEEKS FOLLOWING THE COMPLETION OF THE PILE TEST ACTIVITIES PILE AND PILE LOAD TEST NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1.CONCRETE SHALL BE AS FOLLOWS: STRENGTH MAX AGG AIR MAX W/C FOOTINGS 3000 PSI 1.5"NONE 0.5INTERIOR SLABS 3500 PSI 1.5"NONE 0.5 INTERIOR ELEVATED COMPOSITE SLAB 3500 PSI 1.5"NONE 0.5 (LIGHTWEIGHT -110 PCF) EXTERIOR SLABS 5000 PSI 1.5"6%±1.5% 0.40 PROTECTED FOUNDATION WALLS 4000 PSI 3/4"NONE 0.45 UNPROTECTED FOUNDATION WALLS 5000 PSI 3/4"6%±1.5% 0.40 PIERS 4500 PSI 3/4"6%±1.5% 0.40 GRADE BEAMS & PILE CAPS 4000 PSI 3/4"NONE 0.45 2.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE. 3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH OR BLAST FURNACE SLAG SHALL BE USED IN COMBINATION WITH PORTLAND. 4.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 SILICATE 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 MIN 20% FLY ASH OR GGBFS. 5.SEE SPECIFICATION FOR ADDITIONAL INFORMATION. 6.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 7.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS: -CONCRETE CAST AGAINST FORMS 2"-CONCRETE CAST AGAINST EARTH 3" -SLABS -1.5" MIN 8.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS. 9.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURING COMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURING COMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES. 10.ALL ELEVATED CONCRETE SLABS ON METAL DECK ARE TO BE SPRAYED WITH LATTICRETE E-CON BY L&M CONSTRUCTION CHEMICALS IMMEDIATELY AFTER BULL FLOATING AND DURING FINISHINGOPERATIONS TO REDUCE PLASTIC SHRINKAGE CRACKS CAUSED BY EVAPORATION. APPLY PER MANUFACTURER'S INSTRUCTIONS. THIS IS IN ADDITION TO NORMAL CURING PROCEDURES. 11.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE. 12.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES. 13.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS AND FOOTINGS. 14.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BE SLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOT PERMITTED. 15.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FOR FLOOR FINISHES 16.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ON GRADE DETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTS WITHIN 4 HRS Of FINAL FINISH USING THE EARLY ENTRY DRY-CUT SAW METHOD. 17.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. REINFORCED CONCRETE NOTES OCCUPANCY CLASSIFICATION......................RESIDENTIAL OCCUPANCY CATEGORY............................... II MINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015. LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3 MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATEDPRIVATE ROOMS AND CORRIDORS SERVING THEM. . . . . . PUBLIC ROOMS AND CORRIDORS SERVING THEM. . . . . . . STAIRS AND EXITS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 LOADS AREA 10 SF 50 SF 100 SF NEGATIVE ZONE 1NEGATIVE ZONE 2 NEGATIVE ZONE 3 POSITIVE ALL ZONES OVERHANG ZONE 1&2 OVERHANG ZONE 3 -27.5-46.2 -69.5 16.0 -39.7 -65.3 -25.9-34.8 -41.8 16.0 -38.0 -32.7 -25.2-29.9 -29.9 16.0 -37.3 -18.7 SURFACE PRESSURE (PSF)ROOF AREA 10 SF 100 SF 500 SF NEGATIVE ZONE 4 NEGATIVE ZONE 5 POSITIVE ZONES 4 & 5 -27.3 -33.6 25.2 -23.6 -26.2 21.5 -21.0 -21.0 18.9 SURFACE PRESSURE (PSF)WALL 40 PSF 100 PSF 100 PSF 300# 20 PSF 40 PSF 31 PSF 1.0 1.0 1.0 1.1 PER ASCE 7-10PER ASCE 7-10 115 MPH (2015 CODE BASIS) 1.0 II B +/-0.18 EARTHQUAKE 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 SYSTEM FLR 1: STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE. FLR 2 TO 4: LIGHT FRAME WOOD WALLS WITH STRUCTURAL WOOD SHEAR PANNELS. DESIGN BASE SHEAR PER ASCE 7 V = .045W SEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . . RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . . ANALYSIS PROCEDURE. . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 II 12.6 %g 5.6 %g 0.209 0.131 E B 0.045 3 EQUIVALENT LATERAL FORCE (ASCE) FLOOR JOIST DEFLECTION CRITERIA LIMIT DEFLECTION TO SATISFY THE FOLLOWING CRITERIA: LIVE LOAD (L) = SPAN /480 DEAD + LIVE LOAD (D+L) = SPAN/240 L = LIVE LOADD = DEAD LOAD SPAN (INCHES) ROOF JOIST DEFLECTION CRITERIA LIMIT DEFLECTION TO SATISFY THE FOLLOWING CRITERIA: SNOW LOAD (S) = SPAN/360 DEAD + LIVE LOAD (D+L) = SPAN/240 L = LIVE LOADS = SNOW LOAD D = DEAD LOAD SPAN (INCHES) DEAD LOADS FLOOR SYSTEM CARPET & PAD 3/4" GYPCRETE TOPPING 3/4'' SHEATHING TJI JOIST @ 16'' OC FLOOR INSULATION 5/8'' GYP SPRINKLERS MECH & MISC APARTMENT BUILDING 1.0 PSF7.5 PSF 2.7 PSF 3.0 PSF 1.0 PSF 5.4 PSF (2 LAYERS)2.0 PSF 4.4 PSF 27.0 PSF (TYP) ROOF SYSTEM SINGLE PLY ROOF MEMBRANE 1/2" GFRB 3/4 SHEATHING TJI JOIST @ 16" OC INSULATION 5/8 GYPSPRINKLERS MECH & MISC ACOUSTIC INSUL 1.0 PSF1.9 PSF 2.7 PSF 3.0 PSF 2.0 PSF 5.4 PSF (2 LAYERS) 2.0 PSF 4.5 PSF 0.5 PSF 23 PSF (TYP) TOTAL TOTAL FOUNDATION DESIGN NET ALLOWABLE SOIL BEARING PRESSURE (PSF) GRADE BEAMS ON PILES PILE FOUNDATION SYSTEMFROST PROTECTION-42'' MIN GENERAL NOTES 1. 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 LOCATE 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. 1.ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS 2.ALL ROOF PANEL SHEATHING SHALL BE 3/4" (NOM.) SQUARE-EDGE ADVANTECH ROOF SHEATHING INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING WITH 10D COMMON NAILS AT 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. SEE SPECIFICATION 061736 FOR WARRANTY REQUIREMENTS. 3.ALL FLOOR SHEATHING SHALL BE 3/4" (NOM.) ADVANTECH FLOOR SHEATING WITH TONGUE & GROOVE EDGE OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, CONNECT FLOOR SHEATHING WITH 10D COMMON NAILS AND ADHESIVES MEETING APA SPECIFICATION AFT-01. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BLOCK ALL UNSUPPORTED PANEL EDGES. GAP PANEL FOR EXPANSION PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECIFICATION 061736 FOR WARRANTY REQUIREMENTS. 4.EXTERIOR WALL PANEL SHEATHING ABOVE THE SECOND FLOOR DECK SHALL BE 5/8" (NOM.) ZIP SYSTEM STRUCTURAL 1 RATED SHEATHING. INTERIOR WALL PANEL SHEATHING AT DESIGNATED SHEAR WALLS TO BE 1/2" (NOM) APA RATED STRUCTURAL 1 CDX PLYWOOD OR 7/16'' OSB STRUCTURAL 1 RATED SHEATHING. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 8D COMMON NAILS SPACED 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. REFER TO THE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION AT SHEAR PANELS. SEE ARCH FOR FIRST FLOOR EXT. WALL SHEATHING. 5.INSTALL ALL SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. 6.ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS PROHIBITED FROM USE. 7.PROVIDE 2X BLOCKING AT UNSUPPORTED PANEL EDGES FOR ALL ROOFS, FLOORS AND WALLS. STRUCTURAL WALL, FLOOR AND ROOF SHEATHING NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1.PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT CODE-ACCEPTED EVALUATION REPORT. ACCEPTABLE EVALUATION REPORTS ARE ICC- ESR-1405 PERFORMANCE RATED I-JOISTS, OR ICC-ESR-1153, TJI PREFABRICATED I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. 2.WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING APPLIED LOADS, UNLESS OTHERWISE INDICATED: EXPECTED JOIST SIZES FOR WEYERHAUSER TRUS JOIST PRODUCTS ARE SHOWN ON FRAMING PLANS. FLOOR LIVE LOAD -REFER TO DESIGN LOADS + PARITIION LOAD DEAD LOAD -REFER TO DESIGN LOADS 3.WOOD I-JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE JOISTS. 4.WOOD I -JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN REQUIREMENTS. DO NOT CUT FLANGES. 5.WOOD I -JOISTS SHALL BE PRODUCED BY A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I-JOISTS. QUALITY CONTROL SHALL BE AUDITED BY AN AGENCY ACCEPTED BY THE IBC 2006. 6.WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FORM A CONTINUOUS MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559. 7.WOOD I -JOISTS SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST SUPPLIER. FIELD REPAIR OR MODIFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH. 8.WOOD I -JOISTS SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE AND DISTORTION. EACH JOIST SHALL BE ANCHORED AND BRACED, AS IT IS ERECTED, USING BLOCKING PANELS AND ANCHORAGE INDICATED (AND PER THE SUPPLIER'S REQUIREMENTS). ERECTOR SHALL PROVIDE SUPPLEMENTAL LATERAL 9.BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED. 10.COORDINATE SIZE AND LOCATION OF OPENINGS IN JOIST WEBS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ADHERE TO GUIDELINES FOR HOLE ALLOWABLE SIZE AND PLACEMENT. 11.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD FLOOR JOISTS SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE. PRE-FABRICATED WOOD I-JOIST (TJI) NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1.ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. 2.ALL STRUCTURAL BEARING WALL AND SHEAR WALL STUD AND WALL FRAMING SHALL BE AS FOLLOWS: A. 2ND & 3RD FLOOR & WALL FRAMING: • MIN NO. 2 GRADE SOUTHERN YELLOW PINE (SYP), OR • MIN NO. 2 DOUG FIR -LARCH • ALL WALL TOP AND BOTTOM SILL PLATES TO BE 1 1/2" x 5 1/2" LSL ENGINEERED LUMBER. (REFERENCE SPECIFICATION 061100). B. ABOVE THE 4TH FLOOR DECK: • MIN NO. 2 GRADE SPRUCE-PINE-FIR (SPF) • WALL TOP AND BOTTOM SILL PLATES TO BE 1 1/2" x 5 1/2" LSL ENGINEERED LUMBER. "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE 3.ALL DIMENSION LUMBER JOISTS, HEADERS, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN PINE OR NO. 2 GRADE DOUG FIR -LARCH. PROVIDE FULL-DEPTH BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8'-0' O/C IN BETWEEN. 4.ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. M4). 5.THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE LENGTH OF A SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. 6.PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING ABOVE 7.PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED. 8.BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. 9.PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099 OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60 FOR INTERIOR FRAMING). 10.HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE ALLOWANCES OF THE 2015 INTERNATIONAL BUILDING CODE AND SHALL CONFORM TO MANUFACTURE'S RECOMMENDATIONS. 11.ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE USED WITH PRESERVATIVE TREATED LUMBER SHALL BE CORROSION PROTECTED FOR USE WITH PRESERVATIVE TREATED WOOD. 12.MIN. SILL PLATE ANCHORAGE: CONCRETE/MASONRY FOUNDATION: -PROVIDE 1/2" X 16" ANCHOR BOLTS @ 24" O.C. AND WITHIN 12" OF ALL PLATE ENDS. PROVIDE MIN. OF 2 BOLTS OR ANCHOR STRAPS PER PIECE. -CONTRACTORS OPTION TO USE 1/2'' DIA SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR FOR CONCRETE AND MASONRY W/ 5 3/4'' EMBEDMENT. -AT CONC SLAB ON DECK: (2) ROWS 1/4' x 5" CORROSION RESISTANT TAPCON ANCHORS @ 16" O.C. 13.FASTENING SHALL CONFORM TO NEW YORK STATE BUILDING CODE TABLE 2304.9.1 FASTENING SCHEDULE, UNLESS OTHERWISE NOTED. GENERAL WOOD FRAMING NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1.PREFABRICATED LAMINATED VENEER LUMBER (LVL) HEADERS AND BEAMS SHALL BE MICROLLAM AS MANUFACTURED BY WEYERHAEUSER BOISE, IDAHO OR APPROVED EQUAL. MICROLLAM MATERIAL SHALL BE 1.9E SOUTHERN PINE. 2.PREFABRICATED PARALLEL STRAND LUMBER (PSL) BEAMS SHALL BE PARALLAM BY WEYERHAEUSER BOISE IDAHO OR APPROVED EQUAL. PARALLAM SHALL BE 2.0E. 3.UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, FASTEN LVL PIECES LESS THAN 14 INCHES IN DEPTH (BUILT-UP BEAMS) USING THREE ROWS OF 10d NAILS SPACED AT 12”ON CENTER. BEAMS 14 INCHES OR GREATER SHALL BE FASTENED WITH FOUR ROWS OF 10d NAILS. 4.DO NOT CUT OR NOTCH LVL OR PSL MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. UNLESS OTHERWISE INDICATED, EACH LVL AND PSL SHALL BEAR DIRECTLY ON SUPPORTING COLUMN OR POST. 5.BEARING LENGTH SHALL CONFORM TO MANUFACTURERS REQUIREMENTS. UNLESS OTHERWISE PROVIDED, BEARING LENGTH FOR A SPECIFIC BEAM / HEADER SHALL BE BASED ON REACTION RESULTING FROM MAXIMUM ALLOWABLE UNIFORM LOAD FOR A GIVEN SPAN. 6.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PRE-ENGINEERED LUMBER. SHOW MEMBER SIZE, LOADING, SPAN, CONNECTIONS, HANGER AND LOAD CAPACITY. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE. PRE-ENGINEERED LUMBER (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) TYPICAL POURSTOP SCHEDULE (6 1/2" SLAB) OVERHANG (INCHES)TYP (GAGE) 0 1 2,3 4,5 6-9 10, 11 20 18 16 14 12 10 * PROVIDE BENT PLATE FOR OVERHANG EXCEEDING 11" -SEE PLANS AND DETAILS GENERAL COLD FORMED METAL FRAMING NOTES INSTALLATION: 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). DESIGN 4. 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. 11.SEE SPEC FOR EXTERIOR EXPOSED PRE-FABRICATED FIRE-PROOFED STEEL COLUMNS STRUCTURAL STEEL NOTES NOTES APPLY TO ELEVATOR SHAFT AND STAIRWELLS. SEE ARCH FOR EXTERIOR 4" CONCRETE MASONRY VENEER. 1.CONCRETE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS 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 THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2.MATERIALS: a.CONCRETE BLOCK: ASTM C90. LIGHTWEIGHT UNITS. MINIMUM NEW AREA COMPRESSIVE STRENGTH OF CMU = 2800 PSI. b.MORTAR: ASTM C270, TYPE S c.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 VERTICAL REINFORCING 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 COURSES UNDER 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 IS STILL PLASTIC. 10.HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS, PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES TO BE REINFORCED OR FILLED WITH CONCRETE 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 BRACED UNTIL 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. STRUCTURAL CONCRETE MASONRY NOTES plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-001GENERAL NOTES AND SCHEDULES001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 14850 101.6mm [4"]6.4mm [1/4"] 13 S-300 6 S-300 6" STRUCTURAL SLAB ON GRADE. #5'S @ 12" O.C. SW #4'S @ 16" OC LW T/SLAB = 387'-6" SEE 1/S-300 (TYP) 2'-6" WIDE X2'-0 DEEP EXTERIOR GRADE BEAM TYPE GB1. (TYP)T/GRADE BEAM = -2'-0" 6 S-300 13 S-300 6 S-300 13 S-300 6 S-300 13 S-300 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 14 14 13 13 15 15 16 16 AA CC DD EE FF GG HH II A.5A.5 BB B.1B.1 15.5 15.5 15.6 15.6 H.3H.3 2' - 7 1/2"2' - 10 3/4" 6' - 4 3/4" 3 7/16"2 1/4"2 1/4"4 3/4"5' - 2 7/8" 2 1/4"3 3/4"6 1/2"1' - 0 1/4"2 7/8"7 3/8"3"4 1/4"0"7 3/8"3"2' - 11 13/16"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 5/8"2 1/4"2 5/8" 2 5/8"6 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2' - 1 3/16" 1 3/4"3 7/16" 6' - 4 13/16"2' - 10 13/16" 2' - 1 5/16"2 1/4"3' - 9 11/16"2' - 0 5/16"3' - 5 3/16"9 7/8" 2 1/2"3"3"2 1/4" 2 1/4" 2 1/4" 5' - 2 7/8" 2' - 1 3/16"3 3/4"3 3/4"4 9/16"3 3/4"1 3/4" 3/16" 2' - 10 13/16"3 3/8"3 3/4"3 3/4"3 3/4"2' - 9 7/16"3 3/4"3 7/16"3 3/4"3 7/16"4 5/16"4 1/4"1' - 11 13/16"4 3/8"3' - 9 11/16"4 3/8"4 1/4"4 1/4"6 1/2"4 5/8"1' - 0 1/4"8 7/8" 4 1/4"2' - 9 15/16"2' - 11 13/16"3' - 5 13/16"2' - 0 5/16"5"3' - 9 11/16" 2' - 1 5/16" 1 S-500 202' - 5 7/16" 32' - 3 5/8"114' - 11 7/8"55' - 1 15/16" 12' - 3 1/16"4' - 10 9/16"11' - 0 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"13' - 4 5/8"14' - 9 7/8"9' - 7 7/16"1' - 11 3/8"4' - 11 9/16"8' - 8 3/8"3' - 4 1/8"11' - 9 3/16"81' - 9 3/8"26' - 8"55' - 1 3/8"13' - 1 11/16"3' - 10 1/16"5' - 9 11/16"3' - 10 9/16"12' - 0 7/8"12' - 0 1/2"6' - 10 3/8"10' - 5 1/16"1' - 7 5/8"4' - 10 11/16"7' - 2 1/4"15.3 15.8 PC3 [-2'-0"] 215K P2 (-8") PC1 [-2'-0"] 30K PC2 [-2'-0"] 163K P2 (-8") PC1 [-2'-0"] 30K PC2[-2'-0"] 161K P2 (-8") PC1 [-2'-0"] 30K PC2[-2'-0"] 171K P2 (-8") PC1 [-2'-0"] 40K PC2 [-2'-0"] 166K P2 (-8") PC2[-2'-0"] 131K PC3[-2'-0"] 222K PC2 [-2'-0"] 163K PC1 [-2'-0"] 72K 23' - 9 15/16"15' - 3 1/16"14' - 10 3/16" 6" STRUCTURAL SLAB ON GRADE W/ #5'S@12"OC SW AND #4'S@16"OC LW 2' WIDE X 2' DEEP INTERIOR GRADE BEAM TYPE GB2. (TYP) T/GRADE BEAM = -8" PC2 [-2'-0"] 122K PC2 [-2'-0"] 103K PC1 [-2'-0"] 80K PC2 [-2'-0"] 47K PC2 [-2'-0"] 173K PC4 [-2'-0"]PC3 [-2'-0"] PC1 [-2'-0"] 90K PC2 [-2'-0"] PC2 [-2'-0"] PC2 [-2'-0"] PC1 [-2'-0"] PC2 [-2'-0"] PC2 [-2'-0"] PC1 [-2'-0"] PC2 [-2'-0"]PC3 [-2'-0"] PC2 [-2'-0"] 116K PC2 [-2'-0"] 162K PC2 [-2'-0"] 172K PC3 [-2'-0"] 215K PC2 [-2'-0"] PC2 [-8"] 125K PC2 [-8"] 156K PC2 [-8"] 129K PC2[-8"] 170K PC2[-8"] 130K PC2 [-8"] 165K PC2 [-8"] 136K PC2 [-8"] 150K PC2 [-8"] 124K PC2 [-8"] 144K PC2 [-8"] 145K PC2 [-8"] 168K PC2 [-8"] 90K PC2 [-8"] 163K PC2 [-8"] 163K PC2 [-8"] 153K PC2 [-8"] 146K PC2 [-8"] 106K PC2 [-8"] 142K PC2 [-8"] 118K PC2 [-8"] 99K PC2 [-8"] 145K PC2 [-8"] 139K PC2 [-8"] 128K PC2 [-8"] 116K PC2 [-8"] 120K PC2 [-8"] 162K PC2 [-8"] 142K PC2 [-8"] 123k PC2 [-8"] 120K PC2 [-8"] 120K PC2 [-8"] 165K PC2 [-8"] 163K PC2 [-8"] 98K PC1 [-5'-0"] 30K PC1 [-5'-0"] 79K PC1 [-5'-0"] 48K PC1[-5'-0"] 48K PC1 [-8"] 100K PC1[-8"] 60K PC1 [-8"] 77K PC2 [-8"] 96K PC1 [-8"] 79K PC2 [-8"] 125K PC2 [-8"] 134K PC2 [-8"] PC2 [-8"] 144K PC2 [-8"] 170K PC3 [-8"] 247K 4" PERFORATED PVC PIPE UNDER-SLAB ASSD SYSTEM. SEE FOUNDATION SYSTEM ASSD DRAWINGS. (TYP) 5 S-301 13 S-300 2 S-302 280K 8 S-300 95K 8 S-300236K 134K125K84K 131K121K144K 30K137K110K 178K PC5 [-2'-0"] 450K PC5[-2'-0"] 450K 4 S-301 10 S-300 TYP P7 (-8) P5 (-8) P3 (-8")P2 (-8") P2 (-8") P2 (-8") P2 (-8") P2 (-8") P2 (-8") S-500 2 COL OFFSET1' - 4 11/16" P3 (-8") P3 (-8") P3 (-8") 10 S-300 P1 (-8") P3 (-8") P6 (-8") P1 (-8") P1 (-8") P1 (-8") P4 (-8") P2 (-8")P2 (-8") P4 (-8") 4 S-301 4" UNDER-SLAB ASSD SYSTEM PIPING6" STRUCTURAL SLAB ON GRADE #5'S@12"O.C. S.W. #4'S@16" O.C. L.W. (TYP)5' - 9 1/2"8 S-500 28' - 4 9/16" FOUNDATION SYMBOLS KEY: PX PCX (XXX'-XX") (XXX'-X") INDICATES PIER TYPE. IF NOT SHOWN, COLUMN BEARS ON PILE CAP. INDICATES TOP OF PIER ELEVATION. INDICATES PILE CAP TYPE. SEE 1/S301 FOR ADDITIONAL REINFORCING @ PILES INDICATES TOP OF PILE CAP ELELVATION. INDICATES GRADE BEAM. SEE PLAN & S-301. INDICATES ELEVATION plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-100FOUNDATION PLAN001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/8" = 1'-0"1 FOUNDATION PLAN FOUNDATION NOTES 1. DATUM ELEVATION = TOP OF GROUND FLOOR SLAB = 387'-6" 2. SEE FOUNDATION ASSD SYSTEM DRAWINGS FOR UNDER-SLAB RADON MITIGATION SYSTEM. 3. ALL INTERIOR GRADE BEAMS TO BE TYPE GB2 UNO. T/INTERIOR GRADE BEAMS = (-8"). SEE S-301. 4. ALL EXTERIOR GRADE BEAMS TO BE TYPE GB1 UNO. T/ EXTERIOR GRADE BEAMS = (-2'-0"). SEE S-301. 5. SEE S-S301 FOR PILE CAP SIZE AND REINFORCEMENT. 6. SEE TIMBER PILE NOTES SHEET S-001.7. SEE S-301 FOR PIER DETAILS. NOTE THAT INTERIOR COLUMNS BEAR DIRECTLY ON PILE CAP WITH NO PIER UNLESS NOTED OTHERWISE. 8. SEE S-301 FOR GRADE BEAM SCHEDULES & DETAILS. 9. PROVIDE SAW-CUT CONTROL JOINTS AT 12' O.C. EACH WAY. ARCH & ENG WILL PROVIDE FINAL JOINT LOCATIONS. SEE 1/S-300. 10.SEE S-501 FOR COLUMN SCHEDULE. 1.FOUNDATION DESIGN CRITERIA IS BASED ON A SUBSURFACE INVESTIGATION BY ELWYN & PALMER CONSULTING ENGINEERS, PLLC, ITHACA N.Y., OCTOBER 2017.2.FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO FILL OR CONCRETE PLACEMENT. 3.CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW BUILDING AREAS. AT DESIGNATED FOUNDATION DEMOLITION AREAS, REMOVE ANY REMNANTS OF ANY EXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEW BUILDING FOOTPRINT. 4.ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALL OSHA AND OTHER APPLICABLE SAFETY STANDARDS. 5.ALL BACKFILL TO BE PLACED IN 8" MAX. LAYERS AND COMPACTED TO AT LEAST 95% OF ITS MAX. MODIFIED PROCTOR DRY DENSITY FOR FILL BENEATH FOOTINGS AND FLOOR SLABS, ADJACENT TO FOUNDATIONS AND OVER FOUNDATIONS. 6. USE VIBRATORY COMPACTION EQUIPMENT W/ STATIC WEIGHT NOT GREATER THAN 12 TONS.7.FOUNDATION EXCAVATIONS SHALL BE CUT TO FINAL GRADE AND FOUNDATIONS CONSTRUCTED AS SOON AS POSSIBLE TO MINIMIZE POTENTIAL DAMAGE TO BEARING SOILS. ALL EXCAVATIONS SHALL BE KEPT DRY BY PUMPS, IF NECESSARY UNTIL ALL UNDERGROUND CONSTRUCTION IS COMPLETE. 8.LOOSENED BEARING SOILS SHALL BE RECOMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT OF REINFORCING BARS. 9.ALL BACKFILL SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF FOUNDATION WALLS UNTIL THE FINAL ELEVATION IS ACHIEVED. VARIATIONS SHALL NOT EXCEED 2'-0" BETWEEN BACKFILL ELEVATIONS ON EITHER SIDE WITHOUT ENGINEER'S APPROVAL. 10.ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 42 INCHES BELOW FINISH GRADE FOR FROST PROTECTION. 11.SUBMIT SIEVE ANALYSIS AND PROCTOR OF PROPOSED STRUCTURAL FILL AND SLAB SUBBASE MATERIAL TO GEOTECHNICAL ENGINEER FOR APPROVAL BEFORE COMMENCING EARTHWORK. 12.SEE S001 FOR PILE AND PILE LOAD TEST NOTES. GEOTECHNICAL/FOUNDATION NOTES NOTE: ALL PILE GROUP LOADS ARE AT SERVICE LEVEL (UNFACTORED). 1. 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, PILE DRILLING, CONCRETE MASONRY & STRUCTURAL STEEL, WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. GENERAL NOTES 1. PILE TYPE = STEEL PIPE PILE 2. PILE CAPACITY = 45 TONS (90 KIPS) [BASIS OF DESIGN]3. FINAL PILE CAPACITY/LENGTH TO BE DETERMINED BY LOAD TEST PROGRAM 4. EXPECTED PILE LENGTH IS TO A LAYER OF DENSE SAND & GRAVEL WHICH OCCURS BETWEEN 70' & 80'. REFER TO GEOTECHNICAL INVESTIGATION REPORT. 5. SEE ADDITIONAL PILE & PILE LOAD TEST NOTES ON SHEET S-001 & SPEC 316216 STEEL PILES. 6. FILL PILES WITH WATER AFTER INSTALLATION TO RESIST HYDROSTATIC UP LIFT. PILE NOTES 101.6mm [4"]6.4mm [1/4"] 2 S-506 1 S-504 BEAMOFFSET8 S-505 1 S-506 1 S-503 12' - 1 15/16" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 14 14 13 13 15 15 16 16 AA CC DD EE FF GG HH II A.5A.5 BB 6' - 0 1/16"5' - 7 7/16"7' - 2 1/4"4' - 4 1/2"7' - 9 7/8"4' - 5 3/16"7' - 1 3/4"5' - 7 7/16"6' - 0 1/8"26' - 8"55' - 1 3/8"4 S-500 1 1/2" WR 18 GAGALV ROOF DECK (-2'-10") (-2'-10") (-2'-10") (-2'-10") (-2'-10")(-2'-10")(-2'-10")(-2'-10")8" 6' - 2" 6K36'-K 4K 24'-K4K4K13' - 1 11/16"3' - 10 1/16"5' - 9 11/16"3' - 10 9/16"12' - 0 7/8"12' - 0 1/2"6' - 10 3/8"10' - 5 1/16"1' - 7 5/8"4' - 10 11/16"7' - 2 1/4"BF1 BF22 S-502 BF3BF4BF 5 2 S-503 B.1B.1 BF63 S-503 BF715.5 15.5 15.6 15.6 H.3H.3 12' - 10 7/8"12' - 8 15/16"12' - 6 5/8"12' - 3 1/4"7' - 5 3/8"11' - 9 7/16"11' - 9 3/16"3 3/4"8 1/8"7' - 0 11/16"260k-ft 260k-ft 3 1/4"OFFSET3 3/4" BEAM1 S-500 PIL1 PIL1PIL1 PIL2 PIL1 PIL1 PIL1 PIL2 PIL2 HM1HM1 PIL2 PIL1 PIL2 PIL1 PIL2 PIL2 PIL1 PIL2 PIL1 PIL2 HM1 81' - 9 3/8"202' - 5 7/16" 147' - 3 1/2"55' - 1 15/16" 32' - 3 5/8"12' - 3 1/16"4' - 10 9/16"11' - 0 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"13' - 4 5/8"14' - 9 7/8"9' - 7 7/16" 1' - 11 3/8" 4' - 11 9/16"8' - 8 3/8"3' - 4 1/8"11' - 9 3/16" 15.3 15.8 5 3/8"BEAMOFFSET5 3/8"BEAMOFFSET2 1/4"COL OFFSET2 3/4"BEAMOFFSET2 1/2"BEAMOFFSET38k W18X55 45k 31k W18X55 22k 29k W18X55 24k 13kW12X1913k25kW12X2234k18kW12X1918k3kW12X193k29kW14X34 [14]78k13kW12X1913k4kW21X4423k138kW24X10324k24k W24X103 48k 6kW12X19 [10]6k 26k W21X62 55k 28k W12X26 [18] 28k 5kW12X195k35kW18X35 [26]35k 5kW12X195k 22k W12X19 [10] 25k 10kW12X26 [14]13k 46kW21X44 [38]98k36kW12X26 [10]24k8k W12X26 [14]8k 10k W12X19 10k 4k W12X19 4k 33kW21X44 [24]53k30kW18X40 [18]76k4kW12X194k10k W12X26 [14]10k 12k W12X19 [10]7k 7k W12X19 [10]7k 66k W24X55 [32]66k 44k W14X22 [14]36k 35k W14X22 [12]35k12kW12X19 [8]12k25kW12X19 [8]25k5kW12X195k23kW12X30 [22]23k 5kW12X195k5kW12X195k 21k W12X19 [10] 21k17k W12X19 [10] 17k20k W12X2220k46kW24X55 [28] 49k 6kW12X19 [10]6k7kW12X1911k14kW18X40 [22]20k 35kW14X3013k28kW12X2632k38kW12X26 [22]37k28kW14X30 [22]46k 38k W18X35 [14]34k 30k W12X26 [14]30k 26k W12X26 26k 41k W18X35 [22]41k 23k W12X19 [10]23k 32k W12X26 [14]35k 38k W14X30 [14]35k 31k W12X26 [14]34k 30k W12X19 [12] 30k 30k W12X19 [12]30k 28k W12X19 [10]28k 30k W14X34 30k 36k W16X26 [14] 36k W12X19 [10] 23k 30k W12X19 [12]30k 44k W14X30 [26]52k 21k W12X19 [10]21k 34k W12X26 34k 32k W12X19 [10]32k 33k W12X26 [16]53k 14k W14X34 36k 36k W14X34 36k 32k W12X19 [10]32k 33k W12X19 [14]33k 40k W14X38 40k 40k W21X44 [22]40k 41k W24X55 [28]41k 41k W24X55 [28]41k 43k W24X55 [28]43k10kW12X1910k8kW12X19 [8]39k47kW16X3120k19kW12X19 [10]22k14kW14X3074k8kW12X228k68kW16X31 [10]87k21kW12X19 [8]21k19kW16X3176k10kW16X3169k60kW18X3512k21kW12X19 [10]21k22kW16X4522k17kW16X4517k27kW12X193k6kW12X196k4kW12X194k8kW14X22 [12]8k6kW12X19 11k 13kW18X40 [20]19k 12k W14X34 [18]12k 12k W14X34 [18]12k 8k W14X22 [20]8k 12k W14X34 [18]12k 12k W14X34 [18]12k 12k W14X34 [18]12k 13k W14X38 [20]13k 50kW21X101 [31] 67k 144kW21X132144k67k W21X101 [62]60k 67k W21X101 [62]60k 67k W21X101 [31] 50k 71kW21X101 [62]71k 71k W21X101 [62]71k 13k W16X45 [22]13k 12k W16X45 [22]12k 12kW16X45 [22]12k 13k W16X45 [22]13k 10k W12X26 [14]10k 10k W12X22 [12]10k W12X194k5k W12X19 5k 24k W12X30 [18]29k15kW14X22 [14]15k29k W12X19 [10]29k 5kW12X195k5kW12X195k30kW21X44 [18]30k9k W12X19 28k 5k W12X19 5k 5k W12X19 5k 58kW14X53 18kW12X19 [10]18k 5kW12X19 5k 5kW12X195k5kW12X195k75kW24X146175k15k W16X26 [14]15k 12kW12X1948k16kW16X3185k31k W18X35 [20] 33k 10kW16X3110k11kW12X26 [20]14k 30k W16X31 [16] 30k 2kW12X262k53k W18X40 [26]50k17kW16X31 85k8k W14X22 [12]8k 4k W12X19 4k 14k W12X26 [20]11k36k W16X3185k46k W18X35 [34]46k 31k W12X26 13k 5k W12X19 5k 5k W12X19 5k 25k W14X30 31k 14kW16X3123k5k W12X19 5k 27k W12X19 [10] 27k 33k W14X22 10k 34k W24X103 58k 7k W12X19 7k5kW12X195k4kW12X194k4kW12X194k5kW12X195k 10kW12X1910k10kW12X2210k5k5k17k W12X19 [10] 17k W10X19W10X19W10X19 W10X19 W10X19W10X19 W10X19 W10X195kW12X195k5kW12X195k5kW12X195k5kW12X195k5kW12X195k4kW12X194k4kW12X194k4kW12X194k8kW12X198k 24k W12X19 [10]21k33kW18X353k21k W12X2226k10k W12X19 [10]10k10kW16X31 10k6k W12X19 [10]6k 5kW12X195k5kW12X195k 20kW18X3520k78kW16X3117k34kW12X2234k5kW12X19 5kBEAMOFFSET2 3/4"14kW14X22 [14]15kW12X19 4 1/4" 1 S-502 3 S-502 102 k-ft 191 k-ft 127 k-ft 66 k-ft 73 k-ft 43 k-ft COLUMN OFFSET3" BEAM ANDOFFSET1 1/4" BEAMOFFSET3 3/4" BEAMOFFSET 2 1/2" BEAMOFFSET 4 9/16" BEAMOFFSET 2 9/16" BEAM 1 S-400 2 S-400 1 S-400 10' - 7 7/8"6' - 4 3/4"2' - 10 3/4" 3' - 9 11/16"1' - 7 5/8"1 S-400 PROVIDE FRAMED OPENINGS FOR DUCT PENETRATIONS 2' - 10 3/4" W14X22 W14X22 MOMENT CONN. MOMENT CONN. 7 S-505 7 S-505 7 S-505 1 S-5063 7/16" S-104 1 S-104 3 2 1/2"OFFSET 4 9/16" BM 1 S-506 1' - 7 5/8"L1OFFSET 2 1/4" COL L1L1L1L1L1L1 OFFSET2 7/8" COLOFFSET7 3/8" COL 4 1/4" L1L1L1L1 OFFSET 7 3/8" COL OFFSET2 3/4" BMOFFSET2 1/4" COLL1 L1 L1L1L1L1L1L1L1L1L1L1L1L1L1L1 & BM OFFSET 2 5/8" COL COL OFFSET 1' - 4 11/16" BM & N=2 N=2W21x132 L1HM1 L1 BM OFFSET 2' - 0 1/16" COL & 13' - 2 15/16"6' - 1 5/8"5' - 11 1/4"6' - 0 1/4"6' - 0 1/4"6' - 10 3/8"6' - 0 1/16"6' - 0 5/8"5' - 10"6' - 0 11/16"COL OFFSET2 1/4" BM &L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 6' - 1 5/8"6' - 3 5/16"2' - 10 5/16"2' - 9 15/16"2' - 11 13/16"7 7/8"6 1/2"1' - 0 1/4"6' - 5 9/16"3' - 10 1/16"5' - 7 3/16"5' - 10"5' - 3 9/16"2' - 11 13/16"6' - 8 7/16"2 3/4"11' - 1 9/16" 2' - 0 5/16" 20 k-ft 20 k-ft150k 150k23k 3 1/4"20k W21x50 (14)20k NUMBER OF STUDS. IF NOT SHOWN BEAM IS NON-COMPOSITE. BEAM END REACTION (SERVICE LOAD). IF NOT SHOWN, DESIGN CONNECTION FOR 1/2" THE BEAM ALLOWABLE LOAD (-2 1/2)(-2 1/2) BEAM END T.O.S. ELEVATION. IF NOT SHOWN BEAM IS AT DATUM ELEV. MOMENT CONNECTION BEAM FRAMES OVER COLUMN LEGEND CMU STEEL EMBED PLATES 1.5 EXPECTED MAXIMUM BEAM DEFLECTION DUE TO THE WEIGHT OF WET CONCRETE WHEN PLACING COMPOSITE SLAB. IF NOT SHOWN, EXPECTED DEFLECTION IS < 1/2". BEAM SIZE N=2 NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN EVENLY DISTRIBUTE STUDS IN ONE ROW. plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-101SECOND FLOOR FRAMING PLAN001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/8" = 1'-0"1 2'ND FL FRAMING PLAN FRAMING NOTES: 1. DATUM ELEVATION FOR TOP OF STEEL IS SECOND FLOOR FF ELEV LESS 6 1/2" COMPOSITE SLAB. (404'-10" -6 1/2" = 404'-3 1/2"). 2. SECOND FLOOR DECK TO BE A LIGHTWEIGHT CONCRETE COMPOSITE SLAB; 2" 20 GA COMPOSITE STEEL DECK, 6 1/2" TOTAL SLAB THICKNESS. DECK TO PROVIDE A 3 HR FIRE RATING WITHOUT ADDITIONAL APPLIED FIREPROOFING. 3. SECOND FLOOR BEAMS AND GIRDERS, AND FIRST TO SECOND FLOOR COLUMNS, TO BE FIRE-PROTECTED FOR A 3 HR RATING.4. REFER TO S-501 FOR COLUMN SCHEDULE. 5. REFER TO S-400 FOR MASONRY PILASTER AND WALL REINFORCING. 6. EDGE OF COMPOSITE SLAB IS 2 3/4" OUTSIDE OF PERIMETER GRIDLINES. (TYP). 7. SEE S-001 FOR COMPITE SLAB POURSTOPS. 8. FOR TYPICAL FLOOR OPENING FRAMING SEE DETAIL 3/S-500. 9. FOR TYPICAL MOMENT CONNECTION SEE 6/S-505. 10. FOR TYPICAL BEAM BEARING ON MASONRY DETAIL SEE 5/S-500. 11. SEE 7/S500 FOR LINTEL SCHEDULE. H1 TYPICAL ALL EXT. WINDOW OPENINGS THIS FLOOR H3 H3 H2HM1 H4 H2 H2 H2 H2H2H2H2 OR H2A (TYP) SEE 1/S-601 H2 H2 OR H2A H2 H2 HM1 H2TYP @ H2 HEADERS 1 S-601 5 S-602 2 S-602 8 S-602 6 S-602 6 S-602 2 S-602 2 S-602 8 S-602 2 S-602 5 S-602 5 S-601 6 S-601 5 1/2"5 1/2"H3 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 14 14 13 13 15 15 16 16 AA CC DD EE FF GG HH II A.5A.5 BB B.1B.1 15.5 15.5 15.6 15.6 H.3H.3 PSWA PSWA PSWA PSWA H5 H6CANT SWCSWC SWC PSWASWCHM12x8 @ 16" OCSWCSWB PSWAPSWAPSWASWBSWBSWBSWB SWCSWC (TYP)SWC PSWAPSWA2x8 @ 16" OC SWC SWC SWC (TYP)SWBSWBSWBSWBPSWA PSWAPSWA81' - 9 3/8"26' - 8"55' - 1 3/8"13' - 1 11/16"3' - 10 1/16"5' - 9 11/16"3' - 10 9/16"12' - 0 7/8"12' - 0 1/2"6' - 10 3/8"10' - 5 1/16"1' - 7 5/8"4' - 10 11/16"7' - 2 1/4"15.3 15.8 10 S-602 S-104 4 TIE-DOWN SWC H314" TJI 2305 S-601 6 S-601 14" TJI 230 3 S-602 3 S-602 PROVIDE FRAMED OPENINGS FOR DUCT PENETRATIONS. SEE 4/S-603. 5 S-601 OR H2A TIE-DOWN H3 3 S-602 H310 S-602 147' - 3 1/2"55' - 1 15/16" 32' - 3 5/8"12' - 3 1/16"4' - 10 9/16"11' - 0 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"13' - 4 5/8"14' - 9 7/8"9' - 7 7/16" 1' - 11 3/8" 4' - 11 9/16"8' - 8 3/8"3' - 4 1/8"11' - 9 3/16" 10 S-603 8 S-602 SIM H3A S-104 5 H3 8 S-6013 3/8"OFFSET HEADERFOR RECESSED CORNER WINDOW.TYP. AT FLOORS 3,4,5NOTE: 2x10 WALL STUDS FROM 15.5 TO CORNER WINDOW 4 7/8"HEADER OFFSET (HEADER CL TO GRID 16) FOR RECESSED WINDOWS 1. SEE DWG S001 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S602 FOR SCHEDULES AND DETAILS. HEADER SCHEDULE INCLUDES SUPPORT POST REQUIREMENTS.3. SEE S600 FOR SHEARWALL SCHEDULE AND DETAILS.4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. 5. FLOOR DECK TO BE 3/4" STURD-1-FLOOR EXP-1 OR EQUAL. SEE NOTES ON S-001. 6. FLOOR JOISTS TO BE EQUAL TO 14" TJI 110 BY WEYERHAUSER UNLESS NOTED OTHERWISE. 7. SEE S-400 FOR MASONRY WALL REINFORCING & DETAILS. 8. SHEAR-WALL TIE-DOWNS NOT REQUIRED ABOVE THE FOURTH FLOOR. 9. SEE S-001 FOR FRAMING LUMBER SPECIES AND GRADES. NOTE: FRAMING PLAN SHOWS FLOOR PLAN AND WALLS BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. FRAMING NOTES FRAMING SYMBOL KEY: SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR WALLS ARE BEARING WALLS. INTERIOR BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE S600 FOR SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE S602 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE EXTERIOR WOOD FRAME BEARING/SHEAR WALL. 2x6 STUDS @ 16" O.C. WITH 7/16" OSB STRUCTURAL 1 PANEL SHEATHING ON EXT FACE OF STUD UNO. EXTERIOR BEARING /SHEARWALL H1 H# INDICATES HEADER. SEE S602 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 110 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SHEARWALL TIE-DOWN ANCHOR POINTS SEE S-600. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x8 @ 16" UNO plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-102THIRD, FOURTH, AND FIFTH FLOOR FRAMING PLANS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/8" = 1'-0"1 THIRD, FOURTH, AND FIFTH FLOOR FRAMING PLANS DATUM ELEVATION: THIRD FLOOR TOP OF 3/4" GYPCRETE = 415'-6" FOURTH FLOOR TOP OF 3/4" GYPCRETE = 426'-2" FIFTH FLOOR TOP OF 3/4" GYPCRETE = 436'-10" H1 TYPICAL ALL EXT. WINDOW OPENINGS THIS FLOOR HM1 H3 H3 H2HM1 H4 H2 H2 H2 H2H2H2H2 H2 H2 H2 H2 HM1 H2 TYP @ H2 HEADERS 5 1/2"5 1/2"7 S-603 5 S-603 6 S-603 5 S-603 9 S-603 8 S-603 5 S-603 6 S-603 5 S-603 S-103 2 6 S-601 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 14 14 13 13 15 15 16 16 AA CC DD EE FF GG HH II A.5A.5 BB B.1B.1 15.5 15.5 15.6 15.6 H.3H.3 SLOPE JOISTSSLOPE JOISTSSLOPE JOISTSSLOPE JOISTSSLOPE JOISTSSLOPE JOISTS SLOPE JOISTS SLOPE JOISTSSLOPE JOISTSSLOPE JOISTSSLOPE JOISTS1 S-603 1 S-603 2 S-603 2 S-603 3 S-506 W8X18 W8X18 W8X18W8X18W8X184' - 6"4' - 6"6' - 10 3/8"EMER GEN 2,600# 15.3 15.8 S-104 2 S-104 4 2x8 @ 16" OC2x8 @ 16" OC 14" TJI 23014" TJI 230 H3H3H5 CANT H6H3 H3 SWC SWB SWB SWB SWB SWC (TYP)SWC1 S-601 147' - 3 1/2"55' - 1 15/16" 32' - 3 5/8"12' - 3 1/16"4' - 10 9/16"11' - 0 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"11' - 1 9/16"17' - 0 5/8"13' - 4 5/8"14' - 9 7/8"9' - 7 7/16"1' - 11 3/8"4' - 11 9/16"8' - 8 3/8"3' - 4 1/8"11' - 9 3/16" PSWA PSWA PSWA PSWA PSWAPSWAPSWAPSWAPSWAPSWAPSWA PSWA PSWAPSWA9 S-603 6 S-603 SWCSWCSWBSWCSWBSWB1 S-601 TYP @ H2 HEADERS 26' - 8"55' - 1 3/8"13' - 1 11/16"3' - 10 1/16"5' - 9 11/16"3' - 10 9/16"12' - 0 7/8"12' - 0 1/2"6' - 10 3/8"10' - 5 1/16"1' - 7 5/8"4' - 10 11/16"7' - 2 1/4"SWC SWCSWCSWC SWB H7 ODU-1 700#'S DOAS-1 2,600#'S PROVIDE (2) 14" LVL UNDER ROOF CURB THIS SIDE 8 S-601 H3 2x10 HEADER JACK STUDS THIS END 2x10 WALL STUDS THIS AREA 11 S-602 FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR WALLS ARE BEARING WALLS. INTERIOR BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE S600 FOR SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE S602 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE INDICATES PLYWOOD OR OSB WEB"I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 110 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNOW8X18HOIST BEAMSTAIR ELEV 7 S-603 7 S-603 11 12 1413 D E 2x8 JOISTS @ 16" O.C.2x8 JOISTS @ 16" O.C.HM-1 SIM 1. SEE DWG S001 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S602 FOR SCHEDULES AND DETAILS. HEADER SCHEDULE INCLUDES SUPPORT POST REQUIREMENTS. 3. SEE S600 FOR SHEARWALL SCHEDULE AND DETAILS. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. 5. ROOF DECK TO BE 3/4" STURD-1-FLOOR EXP-1 OR EQUAL. SEE NOTES ON S-001. 6. ROOF JOISTS TO BE EQUAL TO 14" TJI 110 BY WEYERHAUSER UNLESS NOTED OTHERWISE.7. SEE S-400 FOR MASONRY WALL REINFORCING & DETAILS. 8. SHEAR-WALL TIE-DOWNS NOT REQUIRED ABOVE THE FOURTH FLOOR. 9. SEE S-001 FOR FRAMING LUMBER SPECIES AND GRADES. NOTE: FRAMING PLAN SHOWS FLOOR PLAN AND WALLS BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. ROOF FRAMING NOTES plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-103ROOF FRAMING PLAN001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/8" = 1'-0"1 ROOF FRAMING PLAN 1/4" = 1'-0"2 T/RF STAIR PENT DATUM ELEVATION: TOP OF ROOF SHEATHING @ EXTERIOR WALL = 447'-4 1/2" TOP OF ROOF SHEATHING @ CORRIDOR (LOW POINT) = 446'-10 1/2" SWCSWC 2 3 A C A.5 B B.1 4' - 10 1/2"10' - 2"(2) 2x10 W8X18 C12x20.7C12x20.7C12x20.7C12x20.74" LW CONC LANDING SLAB W/ 2" 20 GA. GALV. COMP. STEEL DECK. REINF W/ 6x6-W2.9xW2.9 WWR. TOP/SLAB: 2ND FLR LANDING = +11'-6 5/8"L4X4X1/4"L4X4X1/4"L4X4X1/4"L4X4X1/4"C12x20.7 C12x20.7 C12x20.7 7' - 8"L4X4X1/4"L4X4X1/4"4" LW CONC LANDING SLAB W/ 2" 20 GA. GALV. COMP. STEEL DECK. REINF W/ 6x6-W2.9xW2.9 WWR. SEE PLANS FOR T/SLAB ELEVATIONS. TOP/SLAB: 2ND FLR = +17'-4" 11' - 4 7/16"22' - 8 1/2"UPUP2 3 A C A.5 B B.1 4' - 4"C12x20.7C12x20.7C12x20.7C12x20.7L4X4X1/4"L4X4X1/4"C12x20.7 4" LW CONC LANDING SLAB W/ 2" 20 GA. GALV. COMP. STEEL DECK. REINF W/ 6x6-W2.9xW2.9 WWR. SEE PLANS FOR T/SLAB ELEVATIONS. TOP/SLAB: 1ST FLR LANDING = +8'-8" W8X18 11' - 4 7/16"22' - 8 1/2"UPUPFOR BEAM BEARING SEE TYPICAL DETAIL 5/S-500. TYPICAL AT ALL STAIRS. 11 12 13 E C12x20.7 C12x20.7 C12x20.7 C12x20.7 4" LW CONC LANDING SLAB W/ 2" 20 GA. GALV. COMP. STEEL DECK. REINF W/ 6x6-W2.9xW2.9 WWR. TOP/SLAB: 2ND FLR = 17'-4"L4X4X1/4" L4X4X1/4"C12x20.7C12x20.7 C12x20.7 L4X4X1/4" L4X4X1/4" 4" LW CONC LANDING SLAB W/ 2" 20 GA. GALV. COMP. STEEL DECK. REINF W/ 6x6-W2.9xW2.9 WWR. SEE PLANS FOR T/SLAB ELEVATIONS. TOP/SLAB: 2ND FLR LANDING = +9'-3" UP UPC12x20.78' - 8 3/8"5' - 8"W8X18W8X1811 12 13 E FLOOR LEVEL LANDING 3/4" FLOOR SHEATING TOP/SLAB: 3RD FLR = +28'-0" 4TH FLR = +38'-8" 5TH FLR = +49'-4" ROOF = 60'-8"2x10 @ 16" O.C.PRE-ENGINEERED & FABRICATED WOOD STAIRS. SEE WOOD STAIR NOTE BELOW. 3/4" FLOOR SHEATHING @ STAIR LANDINGS TOP/SLAB:3RD FLR LANDING = +22'-8"4TH FLR LANDING = +33'-4" 5TH FLR LANDING = +44'-0" ROOF LANDING = +55'-0" UP UP 4' - 6"19' - 6"(2) 2x10(2) 2x109' - 4"8' - 8 3/8"PRE-ENGINEERED & FABRICATED WOOD STAIRS. SEE WOOD STAIR NOTE BELOW. LANDING LEVEL 2x10 @ 16" O.C.6 S-601 5 S-601 2x10 LEDGER 2x10 LEDGER 2x10 LEDGER 2x10 LEDGER 5 S-601 6 S-601 2 3 A C A.5 B B.1 FLOOR LEVEL LANDING 3/4" FLOOR SHEATING TOP/SLAB: 3RD FLR LANDING = +22'-8" 4TH FLR LANDING = +33'-4" 5TH FLR LANDING = +44'-0" 2x10 @ 16" O.C. PRE-ENGINEERED & FABRICATED WOOD STAIRS. SEE WOOD STAIR NOTE BELOW. 3/4" FLOOR SHEATHING @ STAIR LANDINGS TOP/SLAB: 3RD FLR = +28'-0" 4TH FLR = +38'-8" 5TH FLR = +49'-4"UPUPPRE-ENGINEERED & FABRICATED WOOD STAIRS. SEE WOOD STAIR NOTE BELOW. LANDING LEVEL 2x10 @ 16" O.C. (2) 2x10 2x102x102x102x106 S-601 5 S-601 5 S-601 6 S-601 12' - 3 1/16" plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-104ENLARGE STAIR FRAMING PLANS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/4" = 1'-0"2 NORTHWEST ENLARGED STAIR FRAMING PLAN 2ND FLOOR 1/4" = 1'-0"1 NORTHWEST ENLARGED STAIR FRAMING PLAN 1ST FLOOR 1/4" = 1'-0"3 SOUTHEAST ENLARGED STAIR FRAMING PLAN 2ND FLOOR 1/4" = 1'-0"4 SOUTHEAST ENLARGED STAIR FRAMING PLAN 3RD THROUGH 5TH 1/4" = 1'-0"5 NORTHWEST ENLARGED STAIR FRAMING PLAN THIRD, FOURTH, AND FIFTH FLOOR A1 -ADDENDUM #A1 2019.10.01 NOTE ON PRE-ENGINEERED AND PRE-FABROICATED WOOD STAIRS: DETAILED DESIGN OF THE WOOD STAIRS IS DESIGN-DELEGATED TO THE PRE-FABRICATED WOOD STAIR MANUFACTURER. STAIRS ARE TO BE DESIGNED FOR A UNIFORM LIVE LOAD OF 100 PSF OR A CONCENTRATED LIVE LOAD OF 300 LBS. PER NYSBC 1607.1. SUBMIT DETAILED SHOP DRAWINGS OF WOOD STAIRS TO ARCHITECT FOR APPROVAL WHICH INCLUDE THE FOLLOWING: - DIMENSIONED STAIR LAYOUT DRAWINGS - DETAILS OF CONSTRUCTION SHOWING ALL JOINTS AND CONNECTIONS - ALL STAIR COMPONENT WOOD SIZES,GRADES AND SPECIES 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. 10" CRUSED STONE USE CONSTRUCTION (COLD) JOINTS WHERE REQUIRED FOR CONSTRUCTION SEQUENCING OR INTERRUPTION DURING POUR. LOCATE JOINTS TO COINCIDE WITH CONTRACTION JOINTS INDICATED ON FOUNDATION PLAN. NOTES: 1.DEPRESS OR RECESS SLAB FOR FLOOR FINISH WHERE SHOWN ON PLAN 2.COORDINATE DEPTH AND BOUNDS WITH ARCH DWGS MIN 1' - 6" SLAB DEPRESS SLAB RECESS TYPSLABDEPTHTYPSLABDEPTHTYP CORNER TYP INTERSECTION EXTEND ALL HORIZONTAL REINFORCEMENT INTO INTERSECTING WALL MATCH HORIZONTAL BAR SIZE AND SPACING MATCH HORIZONTAL BAR SIZE AND SPACING CONTROL JOINT (CJ) -SEE PLAN ISOLATION JOINT. APPLY BOND BREAKER BETWEEN POURS. SIZE TO ALLOW 2" MIN CLEARANCE AT COLUMN BASE PLATE (24" SQUARE MIN) (CJ) -SEE PLAN STEEL COLUMN AND BASE PLATE (BELOW) (CJ) -SEE PLAN ISOLATION JOINT. APPLY BOND BREAKER BETWEEN POURS. SIZE TO ALLOW 2" MIN CLEARANCE AT COLUMN BASE PLATE (24" SQUARE MIN) SLAB EDGE (CJ) -SEE PLAN STEEL COLUMN AND BASE PLATE (BELOW) (CJ) -SEE PLAN TYP2" MINIMUMTYP.2" MINIMUM6" STRUCTURAL SLAB W/ #5's @ 12" SW & #4's @ 16" LW. SUPPORT BARS 1 1/2" TO 2" FROM BOTTOM OF SLAB. 10 MIL POLY VAPOR RETARDER LAP JOINTS 12". TAPE EDGES SEE SPEC FOR CURING AND FINISH REQUIREMENT 10" CRUSHED STONE* * 10" SLAB SUB-BASE TO BE AN AIR-PERMIABLE LAYER THAT WILL PASS THROUGH A 2" SIEVE AND BE RETAINED ON A 1/4" SIEVE. SEE FOUNDATION SYSTEM ASSD DRAWINGS. SAW-CUT CONTROL JOINTS WITHIN 4 HOURS OF FINAL FINISH USING THE EARLY ENTRY DRY CUT SAW METHOD. LOCATE JOINTS AS SHOWN ON PLAN OR AT 12' O.C. IF NOT SHOWN. ALL SAW-CUT CONTROL JOINTS TO BE FILLED WITH A POLYUREA JOINT FILLER (SEE NOTES). ALLOW SLAB TO CURE MIN 30 DAYS BEFORE FILLING JOINTS.D/412" STEEL PILES SEE PLAN SLAB ON GRADE SEE PLAN T/SLAB SEE PLAN 2' - 0"2' - 0"1' - 3"1' - 3" FF ELEV SEE PILE CAP DETAIL FOR REINF. @ PILE CAPS8"1' - 4"6 1/2"5 1/2" PIER @ COL SEE PIER SCH. FOR REINF. STEEL COL SEE PLAN FACE OF STUD FACE OF 4" CMU 6 3/8" FACE OF STUD TO TO GRIDLINE2 3/4" FACE OF STUD (TYP) SEE PLAN2 1/4" COL OFFSET 8 1/2"1' - 0"9 1/2" COL 1/2" STEEL PILE CLOSURE 8"#4 HORZ CONT FOR WIDTH OF DOOR OPENINGS EXT CONCRETE TYP FLR SLAB SEE DETAIL SEE PLAN T/WALL = (-1') AT DOORWAY#5 @ 2' O.C. 16" 16" 2'x2" SLAB ISOLATION "DIAMOND" AT COL'S SEE COLUMN BASE PLATE DETAIL COL KEYWAY VAPOR BARRIER COLUMN SEE SCHED PILE CAP SEE PLAN 8"NOTES: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 & BEAMS CONCRETE STRENGTH, PSI BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 FOR PIERS & COLUMNS 3000 3500 4000 4500 5000 ALL CONCRETE 1'-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 SCHEDULE 12" STEEL PILES (BEYOND) SEE PLAN SLAB ON GRADE SEE PLAN T/SLAB SEE PLAN GRADE BEAM 2'-6" WIDE x 2'-0"2' - 0"2' - 0"FF ELEV OFFSET (TYP)2 1/4" COL 8"12" CONT. WALL OVER GRADE BEAM 6" CFMF 1ST FLOOR EXT WALL FACE OF STUD TO GRIDLINE 2 3/4" FACE OF STUD FACE OF 4" CMU 6 3/8" FACE OF STUD TO COL 1' - 3"1' - 3" INTERIOR GRADE BEAM SLEEVE GRADE BEAM FOR 4"Ø PERF PVC PIPE CONT. THROUGH GRADE BEAM. SEE FOUNDATION SYSTEM ASSD SYSTEM DRAWINGS. #5 DOWEL @ 2'-0" 16" 16" (2) #5"S T&B (2) #5'S x 2'-6" VERTS @ 1'-0" O.C. 1' - 3"1' - 3" 12" STEEL PILES (BEYOND) SEE PLAN SLAB ON GRADE SEE PLAN T/SLAB SEE PLAN GRADE BEAM 2'-6" WIDE x 2'-0"8"12" CONT. WALL OVER GRADE BEAM CURTAIN WALL SEE ARCH #5 DOWEL @ 2'-0" 16" 16" (2) #5"S T&B (2) #5'S x 2'-6" VERTS @ 1'-0" O.C. 2'-0 13/16" @ 15.8 1' - 10 3/4" @ A.5 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-300FOUNDATION DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501 1/2" = 1'-0"2 SLAB COLD JOINT 1 1/2" = 1'-0"3 SLAB RECESS/DEPRESS DETAIL 3/4" = 1'-0"5 REINFORCING @ CORNERS AND INTERSECTIONS 3/4" = 1'-0"12 TYPICAL COLUMN BLOCKOUTS 1 1/2" = 1'-0"1 SLAB ON GRADE 3/4" = 1'-0"6 TYP FOUNDATION DETAIL 3/4" = 1'-0"9 FND DETAIL @ DOORWAY 1/2" = 1'-0"10 TYP INT COL FOUNDATION 1 1/2" = 1'-0"11 REBAR LAP LENGTH SCHEDULE 3/4" = 1'-0"13 EXT FOUNDATION DETAIL (TYP) 3/4" = 1'-0"8 EXT FOUNDATION DETAIL @ CURTAIN WALL 6' - 6"6' - 6"3' - 6"(TYP)1' - 6"3' - 6"PC3 2' - 1"2' - 2 1/2"4' - 3"2' - 3"PC2 6' - 6"EXTERIOR2' - 6" @1' - 6 7/8"11 1/8"1' - 6"BOTTOM BARS PC1 1' - 3"1' - 3"2' - 6""B" BARS "A" BARS 2' - 6"1' - 3"1' - 3"STEEL PIPE PILEPILEPILE PILEEQ EQ PILESTEEL PIPE PILE PILE PILE STEEL PIPE PILEPILEPILEINTERIOR2'-0" @PC4 6' - 6" STEEL PIPE PILE 6' - 6"PILEPILE3' - 6"PILE PILE 3' - 6" PC5 8' - 0" STEEL PIPE PILEPILE PILE5' - 0"PILE PILE5' - 0"8' - 0"PILE PILE CAP REINFORCING SEE SCHEDULE STEEL PIPE PILE TYP. PILE DEPTHTYP8"CVR3" CLR1' - 4"3' - 6"1' - 4" 180 DEGREE HOOK. FOLLOW ACI BEND REQUIREMENTS. STEEL CAP PLATE TYP CONTINUE GRADE BEAM REINFORCING THROUGH PILE CAP PILE TOP BAR REINFORCING STEEL PIPE PILE TYP. PILE SEE SCHEDULEGRADE BEAMSEE SCHEDULE PILE CAP "SIDE" REINFORCING BOTTOM BAR REINFORCING @ PILE3' - 0" TYP GRADE BEAM GRADE BEAM TYP3" CVR141.0 0 °TYP8"CVR3" CLRPILE I.D. PC2 BOTTOM (4) PC3 PILE CAP SCHEDULE NO. PILES PER CAP 2 3 2'-0" 2'-6" DEPTH REINFORCING TOP (4) #8 EW (4) #6 (3 WAYS) AS SHOWN (12) TOTAL NOTE 1 TIES NOTES: 1. CONTINUE GRADE BEAM REINFORCING THROUGH PILE CAP. 2. PROVIDE 90 DEG STANDARD HOOK AT EACH END OF REINF. BAR. 3. SEE 2/S301 FOR TYPICAL PILE CAP SECTION. 4. BOTTOM REINFORCING IS IN ADDITION TO GRADE BEAM REINFORCING . PC1 1 2'-0"(4) #5 EW NOTE 1 #4@10" - (4) #5 (3 WAYS) AS SHOWN (12) TOTAL PC4 4 2'-6"10 (#6)(2) WAYS (20) TOTAL 10 #5(2) WAYS (20) TOTAL PC5 5 2'-6"13 (#6) (2) WAYS (26) TOTAL 13 #5 (2) WAYS (26) TOTALCOL3 1/4"2 1/4"PIER P3 BASE PLATE BP3 1"x10"x10" BASE PLATE (8) #5 VERT. EXTERIOR COLUMN PIER P3 5 1/2"6 1/2"3"5 1/2"6 1/2"3"#3 TIES @ 10" O.C. COL COLBASE PLATE BP2 TYPICAL INTERIOR COLUMN. NO PIER. COL BEARS ON GRADE BEAM/ PILE CAP. SEE PILE CAP DETAILS FOR REINF. @ PILES. 1' - 0"1' - 0" T/PILE CAP / GRADE BEAM = -8" 1' - 0"1' - 0" GRADE BEAM BELOWCOL8 1/2"6 1/2"5 1/2"9 1/2"3 1/4"2 1/4"BASE PLATE BP1 1"x10"x12" BASE PLATE 1 1/2"1 1/2"2"1"(10) #5 VERT. #3 CLOSED TIES @ 10" O.C. VERT EXTERIOR COLUMN PIER P2 INTERIOR GRADE BEAM WALL1' - 0" FND2"1' - 0"1' - 0"1' - 0" GRADE BEAM BELOWPIER8 1/2"6 1/2"5 1/2"9 1/2"3 1/4"2 1/4"BASE PLATE BP1 1"x10"x12" BASE PLATE 1 1/2"1 1/2"2"1"(10) #5 VERT. #3 CLOSED TIES @ 10" O.C. VERT EXTERIOR COLUMN PIER P1 COL3 1/4"2 1/4"BASE PLATE BP8 1"x10"x10" BASE PLATE EXTERIOR COLUMN PIER P4 5 1/2"6 1/2"1' - 3"5 1/2"6 1/2"3"#3 TIES @ 10" O.C. COL (10) #5 VERT. WIDTH DEPTHTOP BARS BOTTOM BARS STIRRUPS TYPE GB1 30" WIDTH DEPTH TOP BAR 24"(2) #6 GB2 GRADE BEAM SCHEDULE BOT. BAR (5) #6 STIRRUPS #4 @ 12" GRADE BEAM TYPE GB-1 24"24"(2) #6 (4) #6 #4 @ 12" 6" STRUCTURAL SLAB ON GRADE VAPOR BARRIER T/SLAB 8"TYP INTERIOR GRADE BEAM TYPE GB2 10" AIR PERMIABLE FILL. SEE SLAB ON GRADE DETAIL SEE PLAN #4 BENT DOWELS @ 2' O.C. 16" 16" 6" STRUCTURAL SLAB ON GRADE VAPOR BARRIER SLEEVE GRADE BEAM FOR 4"Ø PERF PVC PIPE CONT. THROUGH GRADE BEAM. SEE FOUNDATION SYSTEM ASSD SYSTEM DRAWINGS. T/SLAB 8"5"TYP INTERIOR GRADE BEAM TYPE GB2 10" AIR PERMIABLE FILL. SEE SLAB ON GRADE DETAIL SEE PLAN D 15.8 BASE PLATE BP2OFFSET3 3/4" COL8 3/4"1' - 5 1/4"1' - 1"1' - 0 13/16" 2' - 2" (12) #5 VERT. #3 TIES @ 10" O.C. COLUMN PIER P6 A.5 15.8 1 1/4"x14"x14" BASE PLATE BP10 #3 TIES @ 10" O.C. (10) #5 VERT 10"2' - 0 13/16" 1' - 10 13/16"1' - 0"1' - 8 3/4"1' - 0"10"COLUMN PIER P5 14 A.5 #3 TIES @ 10" O.C. (12) #5 VERT 1 1/4"x14"x14" BASEPLATE BP10 7 1/4" OFFSET 4 3/4" COL 2' - 0" COLUMN PIER P4 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-301FOUNDATION DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/2" = 1'-0"1 PILE CAP DETAILS 3/4" = 1'-0"2 TYPICAL PILE CAP SECTION 3/4" = 1'-0"10 TYPICAL GRADE BEAM AT PILE CAP DETAIL 1" = 1'-0"3 COLUMN PIER DETAILS 3/4" = 1'-0"4 TYPICAL GRADE BEAM SECTIONS & SCHEDULE 3/4" = 1'-0"5 GRADE BEAM DETAIL @ ASSD PIPE 1'-6" SQ x 1'-6" DEEP SUMP PIT SEE FND PLAN FOR LOCATION (5) #4 TIES @ 3" O.C. GRATING GALV L2x2x1/8" ANCHORED TO CONC. WITH 1/2"Ø x 4" SHEAR STUD ON 4 SIDES PROVIDE STD. 90° HOOKS FOR TOP BARS AROUND SUMP PIT6"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 WELD 3/8x2 1/2" BAR SIDERAILS 1 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"6 4BEND LADDER TO COMPLY W/ ASME 17.1 1/4 1/4 TYP 1/4TYP COORD WITH ELEVATOR MFR #5 DOWELS @ 2' OC VAPOR BARRIER WATERSTOP GB2 (BEYOND) 8" ELEVATOR PIT SLAB WITH #5'S @ 12" 0.C. EW TOP LOCATE 1'-4" x 1'-4" SUMP PIT ON NORTH WALL T/SLAB ELEV SHAFT 8" CMU WATER PROOFING SEE ARCH #4'S @ 12 EW8" CONC WALL GB2 (PERIMETER) PC1 @ CORNERS OF SHAFT STEEL PILE (BEYOND)8"2' - 0"8"GB2 2' - 0"1' - 1" WATERSTOP W/ MFG4' - 0" COORD #5 DOWELS @ 2' OC INTO GRADE BEAM 2' 2'SCHED (TYP)SEE LAPSCHED (TYP)SEE LAPSEE PLAN COORD WITH ELEVATOR MFR #5 DOWELS @ 2' OC VAPOR BARRIER WATERSTOP GB2 (BEYOND) 8" ELEVATOR PIT SLAB WITH #5'S @ 12" 0.C. EW TOP LOCATE 1'-4" x 1'-4" SUMP PIT ON NORTH WALL ELEV/STAIR SHAFT 8" CMU WATER PROOFING SEE ARCH #4'S @ 12 EW 8" CONC WALL GB2 (PERIMETER) PC1 @ CORNERS OF SHAFT STEEL PILE (BEYOND)8"2' - 0"8"GB2 2' - 0"1' - 1" WATERSTOP W/ MFG4' - 0" COORD #5 DOWELS @ 2' OC INTO GRADE BEAM 2' 2'SCHED (TYP)SEE LAPSCHED (TYP)SEE LAP#5 DOWELS @ 2' OC VAPOR BARRIER T/SLAB STAIR SHAFT 8" CMU GB2 STEEL PILE (BEYOND) SEE PLAN 3 S-302 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-302FOUNDATION DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501 1/2" = 1'-0"3 SUMP PIT DETAIL 3/4" = 1'-0"8 ELEVATOR PIT LADDER 1/2" = 1'-0"2 ELEV SECTION 1/2" = 1'-0"1 ELEVATOR SECTION T/SLAB SEE PLAN REINFORCED SLAB ON DECK. SEE PLAN FOR DECK SPAN DIRECTION STEEL ANGLE WITH 3/4" HILTI HY-70 ADHESIVE ANCHORS AT 1'-4" O.C. EMBED 4" 16" DEEP BOND BEAM WITH (1) #5 CONTINUOUS AROUND CMU WALL CLOSURE ANGLE VERTICAL REINFORCING SEE MASONRY WALL ELEVATIONS. CMU WALL REINFORCED ELEVATOR SHAFT T/SLAB SEE PLAN REINFORCED SLAB ON DECK. SEE PLAN FOR SPAN DIRECTION STEEL ANGLE WITH 3/4" HILTI HY-70 ADHESIVE ANCHORS AT 1'-4" O.C. EMBED 4" 16" DEEP BOND BEAM WITH (1) #5 CONTINUOUS AROUND CMU WALL 3/8" BENT PLATE W/ POURSTOP AT ENDS OF OPENING (1) #4 CONT. EXTEND 2'-0”BEYOND EACH END OF OPENING AT 45° ANGLE CLOSURE ANGLE 1/4 2-12 1 1/2" #5 VERT. @ 4'-0" O.C. (TYP) 8" BOND BEAM W/ (1) #5 . CONTINUE 2'-0" BEYOND EACH END OF LINTEL 8" 16" BOND BEAM W/ (1) #5 (TYP AT EACH FLOOR) (1) #5 VERTICAL AT CORNERS. TYPICAL EXCEPT AT PILASTERS. (FIRST FLOOR ONLY) (2) #5 VERT AT EACH SIDE OF OPENINGOPENING (TYP) 2' - 0" FIRST FLOOR EXTEND HOOKS TO REST OF GRADE BEAM BOTTOM REINFORCING BAR. T/SLAB T/GRADE BEAM SEE PLANGRADE BEAM4 S-400 8" (2) #5 VERT AT EACH SIDE OF OPENINGOPENING (TYP) 2' - 0" T/FLOOR @ 2ND, 3RD, 4TH, 5TH 4 S-400 4' - 0"2' - 6"8" BOND BEAM W/ (1) #5 . CONTINUOUS EXCEPT AT OPENINGS.2' - 6"(1) #5 VERTICAL AT CORNERS. (FLOORS 2 THROUGH 6) T/HIGH ROOF 7 S-603 TYP AT EAST STAIR AND ELEVATOR T/LOW ROOF #5 HOOK . @ 4'-0" O.C. (TYP) 6 S-400 FULLY GROUT FIRST FLOOR CMU (ALL CORES) TO ACHIEVE A 3 HOUR FIRE RATING. REQUIRED AT ELEVATOR SHAFT AND TWO STAIRWELLS. REQUIRED AT FIRST FLOOR ONLY. 1' - 4" BEAM (4) #8 EQ EQ #3 CLOSED TIES @ 8" O.C. LOCATE REINFORCING IN MORTAR JOINT 1' - 0"(4) #8 8"#3 CLOSED TIES @ 8" O.C. LOCATE REINFORCING IN MORTAR JOINT BEAM PIL2 PIL1SEE PLANCMU WALLSEE PLANCMU WALLVERTICAL REINFORCING BARS -SEE SHEAR WALL REINFORCING FOR SIZE AND QUANTITY -PLACE ONE BAR PER CORE IN END CORES OF WALL GROUT SOLID AROUND BARS NO 9 WIRE TIE @ 16" OC PLACE IN ALTERNATE COURSE WITH JOINT REINFORCEMENT MAXIMUM TWO BARS PER TIE VAPOR BARRIER SEE FOUNDATION PLAN NOTES GRADE BEAM SEE SCHEDULE 8" CMU STAIRWELL WALL UNDER-SLAB STRUCT FILL 8" CMU BOND BEAM W/ #5 CONT.2' EXT.8" INT.2' - 0"HAUNCHED SLAB TO BEAR ON GRADE BEAM 6" STRUCTURAL SLAB ON GRADE SEE PLAN AND SLAB DETAIL FOR REINF PILE (BEYOND) #5 BENT DOWELS @ 2' O.C. plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-400MASONRY DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501" = 1'-0"1 SLAB EDGE DETAIL @ MASONRY WALL 1" = 1'-0"2 SLAB EDGE AT ELEVATOR SILL 1/4" = 1'-0"5 TYPICAL MASONRY WALL REINFORCING 1" = 1'-0"3 TYPICAL MASONRY PILASTER DETAILS 1 1/2" = 1'-0"4 TYPICAL MASONRY WALL @ OPENINGS 1" = 1'-0"6 FOUNDATION DETAIL @ STAIRWELL TOP OF STEEL SEE PLAN FILL BEAM POCKET WITH SOLID OR SOLID GROUTED MASONRY CUT BLOCK COURSE BELOW STEEL BEAM BEARING GROUT SOLID STEEL BEAM SEE PLAN STEEL BEARING PL W/ 2-3/4"Ø x 12" LG HEADED CONCRETE ANCHORS SET PLATE1/2" FROM FACE OF CMU. SEE BEARING PLATE SCHEDULE. BOND BEAM NEW MASONRY WALL.SEE PLAN, SECT, OR ELEV. CMU 3 1/4 2" LOCATE ANCHORS 1" FROM EACH END OF PLATE BEAM SIZE W12x16 W8x15 W12x26 W16x26 W16x31 W12x19W12x22W18x35 W18x40 W21x44 W12x30 W24x55 W24x68 W24x76 W27x84 W30x90 LENGTH (IN.) 8" 8" 8" 8" 8" 8"8"1'-0" 1'-0" 1'-0" 8" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" WIDTH (IN.) 6" 6" 6" 6" 6" 6"6"6" 6" 6" 6" 6" 6" 6" 6" 6" THICKNESS 1/2" 1/2" 1/2" 1/2" 1/2" 1/2"1/2"1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" BEAM BEARING PLATE SCHEDULE WIDE FLANGE BEAM SEE FRAMING PLAN PL 5/16" STIFFENER OVER COLUMN CENTERLINE STEEL COLUMN OR OTHER BEARING CONDITIONS PROVIDE 3/4 HEIGHT STIFFENERS WHEREBEAM FRAMES OVER TOP OF COLUMN ORWHERE OTHERWISE INDICATED. WHERE BEAMS INTERSECT OVER COLUMN, DESIGN STIFFENER AS A SHEAR CONNECTION. BEAM WIDE FLANGE BEAM SEE FRAMING PLAN FULL HEIGHT PL 5/16" STIFFENER OVER COLUMN CENTERLINE STEEL COLUMN OR OTHER BEARING CONDITIONS BEAM STEEL COLUMN OR OTHER BEARING CONDITIONS PL 5/16" STIFFENER OVER COLUMN CENTERLINE PROVIDE 3/4 HEIGHT STIFFENERS WHERE BEAM FRAMES OVER TOP OF COLUMN OR WHERE OTHERWISE INDICATED. BEAM STEEL COLUMN OR OTHER BEARING CONDITIONS WIDE FLANGE BEAM SEE FRAMING PLAN 3/16 3/16 3/16 3/16 3/16 3/16 D3/4 DD3/4 DCOMP SLAB OPNG COORD SIZE AND LOCATION POUR STOP CLOSURE C8x11.5 POUR STOP FLUSH SECTION A SECTION B FLOOR BMS CHANNEL FRAME C8x11.5 -TYP SECT A SECT B PLAN DETAIL PROVIDE ALL ROOF AND FLOOR OPENING FRAMES PER SPEC SECTION 05120. COORDINATE QUANTITIES, LOCATION, AND SIZE OF OPENINGS WITH OTHERS AND H-SERIES, P-SERIES, AND A-SERIES DWGS. 2'ND FL FRAMING PLAN 17' -4"T/STL 2nd Flr 16' -9 1/2" 8' - 0" FIRETROL COLUMN HSS 7x7x1/2" COLUMN; CONCRETE FILLED. 12 3/4" OD. STEEL JACKET; EPOXY PAINTED. FIREPROOF FOR 3 HR RATING 2 S-500 W21x132 CONTINUOUS FROM GRID "A" TO GRID "F" ENCASE BOTTOM OF COLUMNS IN CONCRETE CURB. REINF CURB W/ (5) #5'S T&B W/#4 TIES @ 10" O.C. DOWEL INTO PIER W/(8) #4x20" DOWELS E.F. COAT BOTTOM OF COLUMNS, INCLUDING BASE PLATES AND ANCHOR BOLTS, WITH TNEMEC TNEME-TAR 7' - 6"7' - 6"1' - 6"1' - 0"6"6"1' - 0"2' - 6"8 S-500 GROUND FLR T/SLAB = 387.5' T/PILE CAP = 385.5' B/PILE CAP = 383' T/CURB = 387' T/DRIVE = 386.5' T/ENCASEMENT = 390'3' - 0"1" CHAMFER 1" x 10"x 20"CAP PLATE WITH (8) 1" DIA BOLTS REINF PIER W/ (5) #6'S T&B & #4 TIES @ 10" O.C. DOWEL #5'S VERT INTO PILE CAP -(8)x4' (12" EMBEDMENT) E.F. SEE PILE CAP SCHEDULE FOR PILE CAP REINFORCING. PIER & CURB TO BE 5,000 PSI CONCRETE W/ 6% AIR. 1" x 10"x 20"CAP PLATE WITH (8) 1" DIA BOLTS 3' - 6"8' - 0" 4' - 0"4' - 0" 9"9" 2"x16"x20" BASE PLATE W/(4) 1 1/2"Ø x 36" ANCHOR BOLTS. COLCOL PIER PIER3"3"2"2" 1OFFSET1' - 4 11/16" COLEQEQPIERF G 10 3/8"OFFSET 2 3/4" BEAM W24x55 (4) 3/4" BOLTS T&B HANG CANOPY BEAM FROM W24x55 W/2" SCH 40 PIPE WELDED TO 1/2" CAP PLATES W12x19 2ND FLR T/SLAB 17'-4" CANOPY T/STEEL 13'-11 1/2" 3/4" HEIGHT STIFFENERS. SEE 6/S-500. NOTES: 1.ALL OPENINGS 1'-0" AND OVER IN MASONRY CONSTRUCTION REQUIRE LINTELS 2.ALL LINTELS SHALL BEAR A MINIMUM OF 8" ON SOLID OR SOLID GROUTED MASONRY AT EACH END. 3.ALL LINTELS SHALL BE PREPARED, PRIMED AND/OR FINISHED IN ACCORDANCE WITH THE PROJECT MANUAL. EXTERIOR LINTELS ARE TO BE HOT DIPPED GALVANIZED. 4" MASONRY (1) LOOSE ANGLE 4" MASONRY COMPONENTS USE ONE LOOSE ANGLE LINTEL TYPE ANGLE SIZE L1 L4x4x1/4" (LLV) S-506 2 1 1 S-500 1' - 6"1' - 0"6"6"1' - 0"2' - 6"3' - 6" OFFSET 1' - 4 11/16" COL FIRETROL COLUMN HSS 7x7x1/2" COLUMN; CONCRETE FILLED. 12 3/4" OD. STEEL JACKET; EPOXY PAINTED. FIREPROOF FOR 3 HR RATING ENCASE BOTTOM OF COLUMNS IN CONCRETE CURB. COAT BOTTOM OF COLUMNS, INCLUDING BASE PLATES AND ANCHOR BOLTS, WITH TNEMEC TNEME-TAR 8' - 0" 3' - 6" GROUND FLR T/SLAB = 387.5' T/PILE CAP = 385.5' B/PILE CAP = 383' T/CURB = 387' T/DRIVE = 386.5' T/ENCASEMENT = 390'3' - 0"1" CHAMFER 2ND FLR SEE PLAN plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-500STEEL FRAMING DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501 1/2" = 1'-0"5 TYP BEAM BEARING ON MAS DET 1 1/2" = 1'-0"6 TYPICAL BEAM STIFFENER DETAIL 3/4" = 1'-0"3 TYP FLOOR OPENING FRAME 3/8" = 1'-0"1 WEST END V COLUMN ELEVATION 1" = 1'-0"2 V COLUMN BASE DETAIL 3/4" = 1'-0"4 CANOPY HANGER GRID F @ 10.5 1 1/2" = 1'-0"7 TYP LINTEL SCHEDULE 3/8" = 1'-0"8 WEST END V COLUMN SECTION BOTTOM OF BASE PLATE OFFSET BASE PLATE CAP PLATE TYPE TYPE LENGTH WIDTH THICKNESS ANCHOR BOLTS ELEV = 404'-10" 2ND FLOOR TOS ELEV = 387'-6" GROUND FLR HSS 7x7x1/2" CONCRETE FILLED W/ 12 3/4" ODWIDTH LENGTH THICKNESS 1' - 1"HSS 6x6x3/8"7"HSS 6x6x3/8"7"JACKET. FIRETROL COLS. SEE 1/S500 W21x132 A.5/1.2 B.1/1.2 D.5/1.2 E.5/1.2 F/2 W21x44 D/2 W21x101 BP9 +13" SEE DETAIL 1/S-500 2/S-501 SEE 1/S-500 1 1/2"Ø HSS 6x6x5/8"7"E/2 W21x101 HSS 6x6x3/8"7"G.5/11 W18x40 HSS 6x6x3/8"7"A/5.8 F/5 F/7 F/9 F/11 W24x55 HSS 6x6x3/8"7"A/6.7 A/8 W16x31 HSS 6x6x3/8"7"A/11 A/9.7 W18x35 HSS 6x6x3/8"7"A/12 W14x34 HSS 6x6x3/8"7"C/6.7 C/8 W12X22 HSS 6x6x3/8"7"D/15.8 W24x146 W8x587"A.5/15.8 W24x146 W8x487"A.5/14 W24x103 HSS 6x6x3/8"7"W12x26 E/3.5 HSS 6x6x5/8"7"W21x44 G.5/13 HSS 6x6x3/8"7"W21x62 D/15.3 W18x557"I/13 MOMENT FRAMEW16x507"I/11 I/16 MOMENT FRAMEHSS 6x6x3/8"7"A/9 E/16 W12x19 HSS 6x6x3/8"7"E/9.7 W14x38 HSS 6x6x3/8"7"B/5 B.1/6.7 W14x30 HSS 6x6x3/8"7"E/5.7 W14x22 E/7 D/7 D/9 E/9 HSS 6x6x3/8"7"W16x31 BRACED FRAMEHSS 6x6x3/8"7"C/12 W12x19 BRACED FRAMEHSS 6x6x3/8"7"B.1/12 W14x34 BP6BP6BP6BRACED FRAMEHSS 6x6x3/8"7"E/5 W18x35 BRACED FRAMEBP6HSS 6x6x3/8"7"D/5 W18x35 BRACED FRAMEBP5HSS 6x6x3/8"7"D/3.2 W12x26 BRACED FRAMEBP4 HSS 6x6x3/8"7"W18x35 BRACED FRAMEC/9.8 E/15.6 BP4HSS 6x6x3/8"7"C/11 W16x31 BP4 HSS 6x6x3/8"7"F.2/15.6 W12x30 BP6 -7" 1 1/2"Ø SEE BRACE FRAME ELEV 2/S-501 -7" 1 1/2"Ø CP1 3/S-501 2/S-501 -7" 1 1/2"Ø 2/S-501 -7" 1 1/2"Ø 2/S-501 -7" 1 1/2"Ø 2/S-501 -7" 1 1/2"Ø 2/S-501 -7" 1 1/2"Ø 2/S-501 -7" 1 1/2"Ø 2/S-501 -7" 1 1/2"Ø CP1 3/S-501 2/S-501 BP7 -7" 1"Ø x 2'-0" CP1 3/S-501 2/S-501 W16x507"I/15.5 MOMENT FRAMEBP7 -7" 1"Ø x 2'-0" CP1 3/S-501 2/S-501 BP8 -7" 1"Ø x 2'-0" CP1 3/S-501 2/S-501 INDICATES BEAM FRAMES OVER COLUMN. PROVIDE STIFFENERS PER DETAIL 6/S-500. (TYP)HSS 6x6x3/8"7"G.5/15.5 W21x44 BP3 BP2 BP3 BP1 BP1 BP1 HSS 6x6x3/8"7"B.1/8 B.1/5.8 B.1/9.7 B.1/11 C/5.8 C/9 D/5.7 D/8 D/11 W16x31 BP1 BP2 7"C/5 D/9.8 W18x35 HSS 6x6x3/8"BP1 BP2 HSS 6x6x3/8"7"E/7.8 W14x34 BP3 BP2 HSS 6x6x3/8"7"F/16 H.3/16 W12X22 BP2 BP1 BP2 BP10 BP10 BP2 BP2 BP2 HSS 6x6x3/8"7"B.1/9 B.1/15.3 W12x19 HSS 6x6x3/8"7"D/16 W12x19 BP1 BP2 BP3 BP2 BP2 BP2 -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø -7" 2/S-501 3/4"Ø SEE BRACE FRAME ELEV SEE BRACE FRAME ELEV SEE BRACE FRAME ELEV SEE BRACE FRAME ELEV SEE BRACE FRAME ELEV SEE BRACE FRAME ELEV CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 CP1 3/S-501 HSS 6x6x3/8"7"C/14 W24x103 BP2 -7" 3/4"Ø CP1 3/S-501 2/S-501BRACED FRAMECOL(TYP)1 1/2"(TYP)1 1/2"1 1/2"1 1/2" GAGE BEAM WORKABLE BEAM AND COL 13/16"Ø HOLES FOR 3/4"Ø HIGH STRENGTH BOLTS CP1 COLUMN 1/2" CAP PLATE WIDE FLANGE BEAM NOTES: 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 SIZE BASE PLATE-REFER TO COLUMN SCHEDULE FOR SIZE AND TYPE 1/4" LEVELING PLATE EXTEND 1/4" BEYOND ALL BASE PLATE EDGES 3/4" NON-SHRINK GROUT -MINIMUM MILL OR SAW COLUMN END. MILL TOP OF BASE PLATE (TYP)UNO'12"HEAVY HEX NUT ASTM F1554 ANCHOR RODS (36 KSI) -REFER TO COLUMN SCHEDULE FOR SIZE AND BASE PLATE DETAIL FOR QUANTITY COLCOL 1"x10"x10" BASE PLATECOL6"6"6"6"COL 1"x12"x12" BASE PLATE 1 1/2"4 1/2"4 1/2"1 1/2"1 1/2"4 1/2"4 1/2"1 1/2"COL1"x10"x12" BASE PLATE COL 1' - 3"1' - 0"EQEQ1 1/2"1 1/2"1 1/2"1 1/2"6"9" BP6 COL COL3/16" 4 SIDE PLATE THICKNESS = 1 1/2" BP1 BP2 BP3 6"6"5 1/2"4 1/2"1 1/2"4 1/2"4 1/2"1 1/2"1 1/2"4"2 1/2"2"3/16" 4 SIDE 3/16" 4 SIDE COLUMN SEE SCHEDULE COLUMN SEE SCHEDULE 4"6" 2"2"3"3"2"2"3"3"4"6"3/16" 4 SIDE COLUMN SEE SCHEDULE 1 1/2"1 1/2" COL 8 1/2"7 1/2" 2"6 1/2"5 1/2"2"COL2"6"6"2"11 1/2"4 1/2"BP4 1 1/2"x16"x16" BASE PLATE 3/16" 4 SIDE COLUMN SEE SCHEDULE COL COL8 1/2"7 1/2"11 1/2"4 1/2"2"6 1/2"5 1/2"2"2"9 1/2"2 1/2"2"4 1/2"4 3/8"7 1/8"6" BP5 1 1/2"x16"x16" BASE PLATE 3/16" 4 SIDE TYP COLUMN SEE SCHEDULE 10"EQEQ1 3/4"1 3/4"2"2"1' - 1"1' - 1" BP7 COL COL3/16" 1 1/2"x10"x26" BASE PLATE COLUMN SEE PLAN 10"EQEQ3"1 3/4"2"2"9 1/8"10 7/8" BP8 COL COL3/16" 1 1/2"x10"x20" BASE PLATE COLUMN SEE PLAN 1"COL11"9"8"8"COL 2"x16"x20" BASE PLATE 2"9"6"3"2"6"6"2"BP9 3/16" 4 SIDE COLUMN SEE SCHEDULE COL7"7"7"7"COL 1 1/4"x14"x14" BASE PLATE 1 1/2"5 1/2"5 1/2"1 1/2"1 1/2"5 1/2"5 1/2"1 1/2"BP10 3/16" 4 SIDE COLUMN SEE SCHEDULE plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-501COLUMN SCHEDULE AND DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/4" = 1'-0"1 COLUMN SCHEDULE 1 1/2" = 1'-0"3 CAP PLATE DETAIL 1 1/2" = 1'-0"2 STEEL COLUMN BASE PLATE GROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" DE S-505 1 S-505 2 S-505 2 S-505 4 S-505 4 5"12' - 0 1/2"4 1/4" 12' - 9 3/4" H S S 4 X 4 X 5 / 1 6 HSS4X4X5/16T = 3 8 k T=38kGROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" DE 3 S-502 S-505 1 S-505 4 S-505 4 S-505 2 S-505 2 12' - 0 1/2"4 3/8" 12' - 4 7/8" H S S 4 X 4 X 5 / 1 6 HSS4X4X5/16T = 3 8 k T=38kGROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" 4 5 S-505 3 S-505 3 S-505 1 S-505 5 S-505 5 H S S 4 X 4 X 5 / 1 6 HSS4X4X5/1611' - 0 9/16"1' - 11 13/16" 13' - 0 7/16" T = 3 6 k T=36kplan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-502BRACED FRAME ELEVATIONS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/2" = 1'-0"1 BRACED FRAME BF3 1/2" = 1'-0"2 BRACED FRAME BF2 1/2" = 1'-0"3 BRACED FRAME BF1 GROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" 10 11 S-505 1 S-505 4 S-505 2 S-505 4 S-505 2 H S S 4 X 4 X 5 / 1 6 HSS4X4X5/16 3 7/16"13' - 4 5/8"2' - 9 7/16" 16' - 5 9/16"T=32kT=32kGROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" C B.1 S-505 1 S-505 2 S-505 2 S-505 4 S-505 4 HSS 4X 4 X 5 / 1 6 HSS4X4X5/163 3/4"10' - 1 5/16"7/16" 10' - 1 11/16" T = 3 4 k T=34kGROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" DE S-505 1 S-505 2 S-505 2 S-505 4 S-505 4 12' - 0 1/2" H S S 4 X 4 X 5 / 1 6 HSS4X4X5/16T = 4 0 k T=40kplan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-503BRACED FRAME ELEVATIONS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/2" = 1'-0"2 BRACED FRAME BF5 1/2" = 1'-0"3 BRACED FRAME BF6 1/2" = 1'-0"1 BRACED FRAME BF4 GROUND FL T/O SLAB 0' -0" T/STL 2nd Flr 16' -9 1/2" EF S-505 1 S-505 4 S-505 2 S-505 3 S-505 5 1' - 0 1/4"11' - 6 3/8"6 1/2" 13' - 1 1/8"HSS4X4X5/16H S S 4 X 4 X 5 / 1 6 T = 3 5 k T=35kplan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-504BRACED FRAME ELEVATIONS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/2" = 1'-0"1 BRACED FRAME BF7 1/16" SLOT HSS BRACE DIAGONALEQEQ T Y P 1 " M IN TYP 6" 1/2" PLATE HSS BRACE DIAGONAL 1/4" 4 SIDES TYP1" TYPNOTES: 1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW T/PILE CAP CONCRETE PILE CAP OR PIER 1" NON-SHRINK GROUT STEEL BASE PLATE GUSSET PLATE ERECTION BOLT HSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE HSS COLUMN W.P. 1" TYP TY P 1" M I N 4 SIDES 4 SIDES NOTES: 1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW. 4. DESIGN CONNECTION TO ALLOW FOR CONCRETE PLACEMENT PRIOR TO DIAGONAL MEMBER INSTALLATION. STRUCTURAL SLAB WITH ISOLATION JOINT AROUND COLUMN. HSS COLUMN WP WF BEAM BEAMHSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE ERECTION BOLT TYP1"EQGUSSET PLATE 4 SIDES TYP1" MINNOTES:1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEWEQEQCOLUMN CAP PLATE SHEAR CONNECTION (TYP) COL HIGH STRENGTH BOLTS -TYP TOP AND BOTTOMPL3/4"x8"x9 1/2" LONG - TYP SHEAR CONNECTIONSHEAR CONNECTION PLATE AT EACH SIDE OF COL WF COLUMN WF BEAM TOP & BOTTOM STEEL PLATE TYP AT STIFFENER PLATE TYP PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGN COLWF COLUMN WF BEAM SHEAR CONNECTION PLATE AT EACH SIDE OF COL SHEAR CONNECTION TOP & BOTTOM STEEL PLATE CAP PLATE TYP @ STIFFENER PLATE TYP PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGN NOTES: 1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW NOTES:1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW HSS COLUMN WP WF BEAM BEAMHSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE ERECTION BOLTTYP1"E Q E Q GUSSET PLATE 4 SIDES T Y P 1" M I NEQEQ COLUMN CAP PLATE SHEAR CONNECTION (TYP) T/PILE CAP CONCRETE PILE CAP OR PIER 1" NON-SHRINK GROUT STEEL BASE PLATE GUSSET PLATE ERECTION BOLT HSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE HSS COLUMN (BEYOND) W.P. 1" TYP TY P 1" M I N 4 SIDES 4 SIDES NOTES: 1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW. 4. DESIGN CONNECTION TO ALLOW FOR CONCRETE PLACEMENT PRIOR TO DIAGONAL MEMBER INSTALLATION. STRUCTURAL SLAB WITH ISOLATION JOINT AROUND COLUMN. 2'ND FL FRAMING PLAN 17' -4" T/STL 2nd Flr 16' -9 1/2" 11 FASTEN WOOD FRAMING TO COMPOSITE SLAB W/ 1/4"x5" TAPCONS @16"O.C. (2 ROWS) SEE S-001 FOR POURSTOP SCHEDULE. ATTACH CFMF Z-CLIPS TO BEAM PRIOR TO FIRE PROOFING FOR CONNECTION OF CFMF TO STEEL. FIREPROOF ALL STEEL FOR 3-HR RATING. 6 1/2" COMPOSITE SLAB.2' - 10"GALVANIZED STEEL ROOF DECK STEEL CANOPY ROOF BEAM. SEE PLAN. MOMENT CONNECTION TO COLUMN. SEE 6/S-505. SEE PLAN FOR DESIGN LOADS. 6' - 10" HSS6x6x3/8" COLUMN WOOD FRAMING ABOVE SECOND FLOOR DECK. INSULATED BEAM W/SPRAY FOAM ICYNENE INSUL. (2") 2'ND FL FRAMING PLAN 17' -4" T/STL 2nd Flr 16' -9 1/2" 16 FASTEN WOOD FRAMING TO COMPOSITE SLAB W/ 1/4"x5" TAPCONS @16"O.C. (2 ROWS) SEE PLAN BEAM OFFSET SEE S-001 FOR POURSTOP SCHEDULE. ATTACH CFMF Z-CLIPS TO BEAM PRIOR TO FIRE PROOFING FOR CONNECTION OF CFMF TO STEEL. USE DEFLECTION TRACK WHEN ATTACHING CFMF WALL SYSTEM TO STEEL FRAMING FIREPROOF STEEL FOR 3-HR RATING. 6 1/2" COMPOSITE SLAB. WOOD FRAMING ABOVE SECOND FLOOR DECK. plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-505FRAMING DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501" = 1'-0"1 TYPICAL BRACED FRAME DETAIL 1" = 1'-0"2 BRACED FRAME CONN DETAIL @ FNDN 1" = 1'-0"4 BRACED FRAME CONNECTION DETAIL @ TOP 1" = 1'-0"6 MOMENT CONNECTION 1" = 1'-0"5 BRACED FRAME OFFSET CONNECTION DETAIL @ TOP 1" = 1'-0"3 BRACED FRAME OFFSET CONNECTION DETAIL @ FNDN 1" = 1'-0"8 CANOPY ROOF EDGE DETAIL 1" = 1'-0"7 SLAB EDGE DETAIL 2'ND FL FRAMING PLAN 17' -4" T/STL 2nd Flr16' -9 1/2" F FASTEN WOOD FRAMING TO COMPOSITE SLAB W/ 1/4"x5" TAPCONS @16"O.C. (2 ROWS) SEE PLANBEAM OFFSET SEE S-001 FOR POURSTOP SCHEDULE. ATTACH CFMF Z-CLIPS TO BEAM PRIOR TO FIRE PROOFING FOR CONNECTION OF CFMF TO STEEL.FIREPROOF STEEL FOR 3-HR RATING. 6 1/2" COMPOSITE SLAB. WOOD FRAMING ABOVE SECOND FLOOR DECK. SIM @ NORTHEAST CORNER OVERHANG 2'ND FL FRAMING PLAN 17' -4" T/STL 2nd Flr 16' -9 1/2" 1 FASTEN WOOD FRAMING TO COMPOSITE SLAB W/ 1/4"x5" TAPCONS @16"O.C. (2 ROWS) SEE S-001 FOR POURSTOP SCHEDULE. ATTACH CFMF Z-CLIPS TO BEAM PRIOR TO FIRE PROOFING FOR CONNECTION OF CFMF TO STEEL. FIREPROOF STEEL FOR 3-HR RATING. 6 1/2" COMPOSITE SLAB. WOOD FRAMING ABOVE SECOND FLOOR DECK. OFFSET 1 3/16" BEAM OFFSET 1' - 4 11/16" BEAM SUPPORT EXTERIOR BEAM FROM 21" STEEL GIRDERS AT EACH END. (GIRDERS NOT SHOWN) TOP OF ROOF DECK 59' -8 1/2" CD EMER GEN 2,600# 3"Ø PIPE COLUMN W8x18 W8x18 W8x18 3"Ø PIPE COLUMN 6' - 10 3/8" 1/2"x8x8 PLATE STIFFENERS PROVIDE (3) 2X6 JACK STUDS @ SUPPORT POST LOCATIONS. CONTINUE AT EACH FLOOR LEVEL TO SECOND FLOOR DECK. PROVIDE FULL DEPTH LVL BLOCKING @ SUPPORT LEGS 1/2"x8x8 BASE PLATE w/ (4) 5/8" DIA x 5" LAG BOLTS 3/16" ALL EXPOSED EXTERIOR STEEL TO BE HOT DIPPED GALVANIZED.2' - 8"1/2"x8"x8" FABREEKA THERMAL/VIBRATION ISOLATION PAD @ EACH LEG plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-506FRAMING DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501" = 1'-0"1 SOUTHWEST SLAB EDGE DETAIL 1" = 1'-0"2 WEST SLAB EDGE DETAIL 3/4" = 1'-0"3 EMERGENCY GENERATOR FRAMING SECTION STEEL BEAM -SEE PLAN - 5/8"Ø x 7" EXPANSION BOLT HILTI KWIK BOLT 3 OR EQUAL 3 1/8" EMBEDMENT IN CONCRETE. SIMPSON TIE-DOWN HTT4 COAT THREADS W/ LOCTITE RED AFTER TIGHTENING (TYP) 6 1/2" LIGHTWEIGHT CONCRETE COMPOSITE SLAB - 7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL. EXTEND TO UNDERSIDE OF DECK DOUBLE STUDS @ END OF PANEL. 2x6 CORRIDOR WALL T/SUBFLOOR STRAPS ON PLATES @ PLUMBING STACK STUDS @ 16" O.C. EXTEND TO DECK @ SHEAR WALLS (2) 1/4" LAG SCREWS x 5" @ 16" OC PLUMBING STACK WHERE REQ'D SIMPSON LSTA 12 20 GAUGE STRAP TIE 1 1/4" x 12" WITH (10) 10D NAILS, BOTH SIDES REQUIRED FOR PLATE PENETRATIONS> 2 1/2". - 2x6 EXT. WALL 8D @ 6" OR 4" @ PANEL EDGES SEE SCH. T/SUBFLOOR DOUBLE TOP PLATE STUDWALL @ 16" O.C. EXTEND TO UNDERSIDE OF DECK @ SHEAR WALLS 7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL. EXTEND TO UNDERSIDE OF DECK. SEE SHEARWALL SCHEDULE FOR NAILING. 3/4" FLOOR SHEATHING STUD PLATE (2) 1/4" LAG SCREWS x5" @ 16" O.C. 5/8"Ø A325 THREADED ROD COAT THREADS W/ LOCTITE RED AFTER TIGHTENING. (TYP) SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE) SIMPSON HTT4 (2) 1/4" LAG SCREWS @ 16" O.C. - 2x6 EXT. WALL STRUCT 1 SHEATHINGGYP STUD WALL -PARTY WALL. SEE ARCH FOR WALL TYPE. DOUBLE STUD @ END OF PANEL 5 1/2"8d @ 6" OR 4" SEE SCHEDULE SHEAR WALL SCHEDULE SHEAR WALL TYPE TYPE PSWA (7.) SHEATHING TYPE SHEATHING THICKNESS MINIMUM NAIL PENTRATION NAIL SIZE NAIL SPACING AT PANEL EDGES (IN) 5/8"1 3/8"8d 6" TYPE SWC (9) 7/16"1 3/8"6" NAIL SPACING INTERMEDIATE STUDS (IN) 4" (6.) SHEATHING PANEL ORIENTATION MAX STUD SPACING 16" 8d VERT OR HOR 16" TIE-DOWNS TOP PLATE (2) 2x6 STRUCTURAL1 ZIP SYTEM STRUCTURAL 1 SIMPSON HTT4. SEE PLAN FOR LOCATION (8) (2) 2x6 VERT OR HOR TYPE SWB 1 3/8"6"8d 16"(2) 2x6VERT OR HORSTRUCTURAL 1 1. BLOCKING IS REQUIRED AT ALL UNSUPPORTED EDGES. 2. STAGGER JOINTS IN TOP PLATES, MIN 4' LAP. NAIL PLATES TOGETHER W/ (2) 16D @ 12" O.C. 3. IF WALLS ARE PANELIZED, EXTEND/HOLD BACK SHEATHING SO SIDE JOINTS SHARE A STUD. ALTERNATE: NAIL SIDE STUDS AT ADJACENT PANELS TOGETHER WITH (2) 16d @ 8" O.C. PANELS THAT DO NOT ADJOIN TIGHTLY AT SIDE JOINTS ARE TO BE SHIMMED PRIOR TO NAILING.4. IF WALLS ARE PANELIZED, FIELD INSTALL SECOND TOP PLATE AND STAGGER BUTT JOINTS. 5. DO NOT BREAK SHEATHING AT SILL PLATES. LAP SHEATHING OVER RIM JOIST AS PER DETAILS. 6. PER NDS TABLE 4.4.1 FOR COMBINED SHEAR AND LIFT. ALT: USE DOUBLE ROW @ 6" O.C. TOP & BOTTOM PLATE EDGES. 7. PSWA TYPICAL ALL EXTERIOR WALLS. 8. NOTE TIE-DOWNS NOT REQUIRED ABOVE THE 4TH FLOOR. 9. ALL CORRIDOR WALLS ARE TYPE SWC. NOTES: NOT REQ'D 7/16" NAIL SPACING PANEL TOP & BOTTOM 12" 12" 12"4" (6.) 4" (6.) SIMPSON HTT4. SEE PLAN FOR LOCATION (8) plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-600SHEAR WALL SCHEDULE, ELEVATIONS & DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148503/4" = 1'-0"2 TYP SHEARWALL TIE-DOWN CONNECTOR @ SECOND FLOOR 3/4" = 1'-0"3 SECTION @ INT. SHEARWALL 3/4" = 1'-0"1 TYP SHEARWALL CONNECTOR 3RD, 4TH FLOORS 3/4" = 1'-0"5 PLAN @ INT. SHEAR PANEL 1 1/2" = 1'-0"6 SHEARWALL SCHEDULE 3/4" GYPCRETE 3/4" FLOOR SHEATHING 14" TJI @ 16" OC (TYP) HEADER H2A 4TH FLOOR PLAN SEE 3/4" GYPCRETE HEADER H2 BUILT-UP 2x6 JACK STUD POSTS @ END SUPPORTS SEE HEADER SCHEDULE PLAN SEE 3/4" GYPCRETE 3/4" FLOOR SHEATHING 14" TJI @ 16" OC (TYP) 5TH FLOOR 3/4" ROOF SHEATHING 14" TJI @ 16" OC (TYP) HEADER H2 ROOF ELEV BUILT-UP 2x6 JACK STUD POSTS @ END SUPPORTS SEE HEADER SCHEDULE 3RD FLOOR ELEV +49'-4" ELEV +38'-8" ELEV +28'-0" +59'-8 1/2" HEADER H2A PLAN SEE 6 1/2" CONC COMPOSITE SLAB STEEL BEAM SEE PLAN 2ND FLOOR ELEV +17'-4" 3/4" FLOOR SHEATHING 14" TJI @ 16" OC (TYP) PARALAM POST SEE HEADER SCHEDULE DATUM ELEVATION FIRST FLOOR T/SLAB = 387.5' COLUMN CAP @ SUPPORT- SIMPSON CC66 PARALAM POST SEE HEADER SCHEDULE COLUMN CAP @ SUPPORT- SIMPSON CC66 POST BASE. SEE 2/S601 NO WALL PLATE BEAR POST ON PLYWOOD POST BASE. SEE 2/S601 NO WALL PLATE BEAR POST ON PLYWOOD COLUMN CAP @ SUPPORT- SIMPSON CC66 COLUMN CAP @ SUPPORT- SIMPSON CC66 PARALAM POST SEE HEADER SCHEDULE PARALAM POST SEE HEADER SCHEDULE POST BASE. SEE 2/S601 POST BASE. SEE 2/S601 STEEL BEAM -PRE-DRILL TOP FLANGE FOR WALL SILL ATTACHMENT SIMPSON LBV JOIST HANGER SEE PLAN 2X6 SILL BOLT TO BEAM WITH 1/2"Ø BOLTS @ 32" O.C. (REQ'D) @ SHEARWALLS) 3/4" FLOOR SHEATHING INTERIOR WALL WHERE SHOWN ON PLAN SEE PLAN BEARING/SHEARWALL 2x NAILER ON BEAM. ADJUST FOR FLANGE WIDTH. 2x12 FOR 10" FLANGE (W27x84) , 2x8 FOR 7" FLANGE (W24x55), 2x8 FOR 6 1/2" FLANGE (W12x26). SECURE PLATE TO BEAM W/PAF'S & THROUGH BOLT @ SHEAR WALL LOCATIONS. NOTE: STEEL BEAM TO BE FIRE PROTECTED FOR A 1 HR RATING. 3/4" GYPCRETE FIN FLOOR ELEV 7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL (SEE PLAN) SHEARWALLS ONLY TOE-NAIL BLOCKING TO SILL (2) 16d @ 12" O.C. 2x6 @ 16" BEARING OR SHEARWALL FLOOR JOIST @ 16" OC (SEE PLAN) 3/4" FLOOR SHEATHING FIN FLR (1) 8D EA SIDE OF JOIST (3) 16d @ 16" O.C. PROVIDE FULL DEPTH BLOCKING BETWEEN JOISTS 2x6 PARTITION WALL 5/8"Ø x 2 1/2" LAG BOLT (2) 5/8"Øx5" LAG BOLTS 3 1/4"11"6"5/8"x6"x11" BASE PLATE "LET-IN" THROUGH PLYWOOD SUB-FLOOR A A 2x6 PARTION ONE SIDE ONLY 6"5/8"x 5" WEDGE BOLTS. B B PARALLAM HEADER 6 1/2" COMP SLAB OVER STEEL BEAM BELOW 3/4" GYPCRETE (2) 5/8"Øx5" LAG BOLT 5/8"x6"x11" BASE PLATE 3/16"x3"x4" SIDE EARS 5 1/4"x5 1/4" PARALLAM COLUMN 3/4" FLOOR SHEATHING HEADER H2 5/8"x6"x9" BASE PLATE DIRECTLY ON COMPOSIT SLAB 3/16"x3"x4" SIDE EARS 5 1/4"x5 1/4" PARALLAM COLUMN STEEL BEAM @ SECOND FLOOR A-A B-B SECOND FLOORTHIRD FLOOR WALL OPENING THIS SIDE 9" 5/8"x 2 1/2" LAG BOLT CMU ELEVATOR OR STAIR SHAFT CMU BOND BEAM 14" TJI 14" RIM JOIST. BOLT TO CMU BOND BEAM WITH (2) 1/2"Ø HILTI KWIK BOLTS @ 2' O.C. CMU BOND BEAM 2x@16" FIN FLR SIMPSON HANGER 2x10 LEDGER BOLT TO CMU BOND BEAM W/ (2) 1/2"Ø HILTI KWIK BOLTS @ 2' O.C. CMU ELEVATOR OR STAIR SHAFT FIN FLR CMU ELEVATOR OR STAIR SHAFT CMU BOND BEAM 14" TJI 14" RIM JOIST. BOLT TO CMU BOND BEAM W/ (2) 1/2"Ø HILTI KWIK BOLTS @ 2' O.C. CMU BOND BEAM 2x@16" FIN FLR 2x10 LEDGER BOLT TO CMU BOND BEAM W/ (2) 1/2"Ø HILTI KWIK BOLTS @ 2' O.C. (TYP 3 SIDES) CMU ELEVATOR OR STAIR SHAFT FIN FLR 3/4" GYPCRETE 3/4" FLOOR SHEATHING 14" TJI @ 16" OC (TYP) HEADER H5 4TH FLOOR PARALLAM POST SEE HEADER SCHEDULE 3/4" GYPCRETE HEADER H5 BUILT-UP 2x6 JACK STUD POSTS SEE HEADER SCHEDULE 3/4" GYPCRETE 3/4" FLOOR SHEATHING 14" TJI @ 16" OC (TYP) 5TH FLOOR 3/4" ROOF SHEATHING 14" TJI @ 16" OC (TYP) SUPPORT FROM H5 W/ HANGERS HEADER H5 ROOF ELEV BUILT-UP 2x6 JACK STUD POSTS SEE HEADER SCHEDULE 3RD FLOOR ELEV +38'-8" ELEV +28'-0" HEADER H5 PARALLAM POST SEE HEADER SCHEDULE 6 1/2" CONC COMPOSITE SLAB STEEL BEAM 2ND FLOOR ELEV +17'-4" 3/4" FLOOR SHEATHING 14" TJI @ 16" OC (TYP) ELEV +49'-4" +59'-8 1/2" DATUM ELEVATION FIRST FLOOR T/SLAB = 387.5' CONNECT END OF HEADER H6 TO H5 W/ SIMPSON HUCQ 612-SDS 5 1/2"x11" (TYP ALL LEVELS) COLUMN CAP @ SUPPORT -SIMPSON CC66 POST BASE SEE 2/S601 HEADER H6 & RIM JOIST 2 1/4" 4 7/8" HEADER H6 & RIM JOIST. TYP FLOORS 3,4,5 HEADER OFFSET FROM GRID 16 FOR RECESSED WINDOWS THIS AREA 16 RECESSED 2x6 WINDOW WALL 3 3/4" 2x10 STUDS @ BASE OF 2'nd FLOOR 2 3/4" MIN 11' HEADER BACKSPAN 2x10 STUDS THIS AREA plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-601STRUCTURAL DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148501/2" = 1'-0"1 TYP STACKED HEADER DETAIL 3/4" = 1'-0"3 TYP FLOOR DETAIL @ STEEL FLOOR BEAM 3/4" = 1'-0"4 BEARING/ BLOCKING DETAIL @ INT BEARING OR SHEARWALLS 1 1/2" = 1'-0"2 PARALLAM POST BASE DET 1/2" = 1'-0"5 FLOOR DETAIL @ CMU SHAFTS 1/2" = 1'-0"6 FLOOR DETAIL @ CMU SHAFTS PARALLEL 1/2" = 1'-0"8 TYP STACKED HEADER DETAIL AT NORTHEAST CORNER NAIL TO SILL PLATE (1) 8d TOE-NAIL EA SIDE OF JOIST BOTTOM CHORD (2) 2x6 SILL PLATE. FIN FLR CONTINUOUS 1 1/4" RIM BOARD 3/4" T&G FLR SHEATHING(1) 10d T&B DO NOT JOINT AT SILL PLATES 8d @ 6" O.C. TYP EXT WALL 2x6 @ 16"WITH 5/8" ZIP STRUCTURAL 1 SHEATHING NOTE: SEE STRUCTURAL NOTES, SHEET S001, FOR MATERIAL NOTES & ADDITIONAL INFO. TJI FLOOR JOIST @ 16" O.C. SEE PLAN 3/4" GYPCRETE SQUASH BLOCK WHERE REQUIRED BY JOIST MFG. 3/4" FLOOR SHEATHING STRUCTURAL SHEATING (SEE NOTES S001) 14" TJI SEE PLAN 8" SEE WALL TYPE (2) LAYERS 5/8" GYP 2x4 LEDGER FOR CEILING GYP 3/4" GYPCRETE 5/8" GYP 1/2" STRUCTURAL SHEATHING 3/4" GYPCRETE WALL TYPE CONT. TO DECK ABOVE (2) ¼”LAG SCREWS X 5”@ 16”O.C SEE PLAN AT S-600 FOR TIE-DOWNS PARTION WALL USED AS INTERIOR PLUMBING CHASE WALL TYPICAL AT CONTINUOUS INTERNAL PLUMBING CHASE WALL. PARTITION WALL CONTINUOUS TO UNDERSIDE OF FLOOR DECK ABOVE. PLUMBING OR SPRINKLER PENETRATIONS 1' - 4"1' - 4" FIN FLOOR 3/4" GYPCRETE 3/4" FLOOR SHEATHING 14" TJI @ 16" OC FLOOR JOIST 1-8d EACH SIDE OF JOIST CONT. 11/4 TJI RIMBOARD 2x CORRIDOR FLOOR JOIST (SEE PLAN) DOUBLE TOP PLATE 2x6 STUD BEARING WALL FACE MOUNTED JOIST HANGER STRUCT 1 SHEATHING SQUASH BLOCKS WHERE REQUIRED BY JOIST MFG 2 1/2"6"6"1" 1" TWO 2"x4" LAMINATIONS WITH ONE ROW OF STAGGERED 10d COMMON WIRE NAILS (D=0.148", L=3")3 1/2"8"8"1 1/2" 1 1/2" THREE 2"x4" LAMINATIONS WITH ONE ROW OF STAGGERED 30d COMMON WIRE NAILS (D=0.207", L=4-1/2")3 1/2"8"8"1 1/2" 1 1/2" THREE 2"x6" LAMINATIONS WITH TWO ROWS OF 30d COMMON WIRE NAILS (D=0.207", L= 4-1/2") 2 1/2" 15.3.3. NAILED BUILT-UP COLUMNS 15.3.3.1 THE PROVISIONS IN 15.3.1 AND 15.3.2 APPLY TO NAILED BUILT-UP COLUMNS (SEE FIGURE 15C) IN WHICH: (a) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN (b) ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 3/4 OF THE THICKNESS OF THE OUTERMOST LAMINATION (c) 15D <END DISTANCE <18D (d) 20D <SPACING BETWEEN ADJACENT NAILS IN A ROW <6tmin (e) 10D <SPACING BETWEEN ROWS OF NAILS <20D (f) 5D <EDGE DISTANCE <20D (g) 2 OR MORE LONGITUDINAL ROWS OF NAILS ARE PROVIDED WHERE d>3tmin WHERE: D = NAIL DIAMETER d = DEPTH (FACE WIDTH) OF INDIVIDUAL LAMINATION tmin = THICKNESS OF THINNEST LAMINATION WHERE ONLY ONE LONGITUDINAL ROW OF NAILS IS REQUIRED, ADJACENT NAILS SHALL BE STAGGERED (SEE FIGURE 15C). WHERE THREE OR MORE LONGITUDINAL ROWS OF NAILS ARE USED, NAILS IN ADJACENT ROWS SHALL BE STAGGERED. (1) 10d INTO FLANGE TOP & BOTTOM (SQUASH BLOCK TO JOIST) (2) 10D TOE-NAIL INTO SILL 2x6 @ 16" BEARING WALL 14" OC FLOOR JOIST (SEE PLAN) 3/4" FLOOR SHEATHING FIN FLR 3/4" GYPCRETE 2x6 SQUASH BLOCKS REQ'D BOTH SIDES OF JOIST AT INT. BEARING WALLS. (2) ¼”LAG SCREWS X 5”@ 16”O.C HEADER SCHEDULE HEADER TYPE H1 SIZE T/BEAM ELEV END SUPPORTS NOTES (2) 2x8 WINDOW HEADER (1) JACK STUD REF SECTION C H2 (1) JACK STUD 4 1/2"2"2"EQEQSECTION A (SAWN) 5 1/4"2"2"EQEQSECTION B (LVL) (2) ROWS 16d@12" O.C. EA. SIDE (2x6 & 2x8) (3) ROWS 16d @ 12" O.C. EA. SIDE (2x10) (3) ROWS 16d@12" O.C. EA. SIDE SEE SCHEDULE2 1/2" EXT. STRUCT. SHEATHING (2) 16d @ 12" T&B HEADER. SEE PLAN & HEADER SCHEDULE 2x8 CONT TOP & BOTTOM ROUGH OPENING SEE ARCH FOR WINDOW/ DOOR HEAD DETAILS AND FOR FLASHING, SEALING, AND INSULATION @ HEADERS SECTION C (EXTERIOR) FLUSH W/ JOISTS (3) 2x6 JACK STUD (3) 2x6 JACK STUD H2A FLUSH W/ JOISTS 5 1/4 x 5 1/4 PARALLAM POST NOTE: INTERIOR 3' WIDE DOORWAY HEADERS TO BE (2) 2x8 MIN. UNLESS NOTED OTHERWISE ALL ELEVATOR AND STAIRWAY CMU SHAFT WINDOW AND DOOR OPENING HEADERS TO BE TYPE HM1 REINFORCED MASONRY LINTELS. (3) 1 3/4"x14" LVL OR 5 1/4"x14" PARALLAM 5 1/4 x 5 1/4 PARALLAM POST (2) 1 3/4x14" LVLH3 FLUSH W/ JOISTS (2) 2x6 JACK STUD (2) 2x6 JACK STUD SEE 1/S601 SEE 1/S601 SEE 1/S601 8"x8"x16" CMUHM1 DOOR/WINDOW HEADER CMU WALL CMU WALL 8" CMU 8" CMU LINTEL BLOCK (2) #5'S TYPE HM1 (3) 1 3/4"x14" LVL OR 5 1/4"x14" PARALLAM REINFORCE W/ (2) #5'S (3) 1 3/4x14" LVLH4 (3) 2x6 JACK STUD (3) 2x6 JACK STUD (3) 1 3/4"x14" LVL OR 5 1/4"x14" PARALLAMH5 H6 (3) 1 3/4"x14" LVL OR 5 1/4"x14" PARALLAM FLUSH W/ JOISTS FLUSH W/ JOISTS SEE 8/S-601 SEE 8/S-601 CANTILEVER H5 (SIMPSON HUCQ612-SDS) PROVIDE MINIMUM 11' BACKSPAN. 16' TOTAL LENGTH PROVIDE MINIMUM 8' BACKSPAN. 12' TOTAL LENGTH (2) 1 3/4x14" LVLH3A 8" CMU WALL (3) 2x6 JACK STUDFLUSH W/ JOISTS CHASE @ WEST STAIRS H7 (3) 1 3/4"x14" LVL FLUSH W/ JOISTS 8" CMU WALL 8" CMU WALL @ WEST STAIR ROOF(3) 2x6 JACK STUDS I-JOISTS @ 16" OC TYP EXT WALL 2x6 @ 16 W/ EXT SHEATHING. SEE NOTES AND SHEARWALL SCHEDULE FOR SHEATHING NAILING REQUIREMENTS. 3/4" FLOOR SHEATHING GLUED & NAILED EXTEND STUD WALL TO UNDERSIDE OF DECK SEE PLAN EXT FINISH SYSTEM - SEE ARCH 3/4" GYPCRETE (2) 1/4" x 5" LAG SCREWS @ 16" O.C. HEADER H3 3/4" FLOOR SHEATHING GLUED & NAILED 2x8 FLOOR JOISTS @ 16" O.C. 3/4" GYPCRETE CURTAIN WALL SEE ARCH SEE PLAN 3'RD FL T/O GYPCRETE 28' -0" SUPPORT CURTAINWALL FROM HEADER AS PER MFG DETAILS. 3/4" GYPCRETE 3/4" FLOOR SHEATHING 2X8 JOISTS @ 16" O.C. HEADER H3 (2) 1 3/4"x14"LVL CEILING ASSEMBLY. SEEE ARCH SLOPE TOP PLATE 2x6 @ 16" BEARING WALL SLOPED ROOF RAFTERS NORTH & SOUTH FILL GAP IN W/ 2X BLOCKING SLOPED RAFTERS EAST/WEST 7/16" OSB SHEATHING CORRIDOR SIDE OF WALLVARIESTAPERED INSUL. CORRIDOR BEARING ELEV plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-602FRAMING DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148503/4" = 1'-0"2 FLOOR JOISTS BEARING @ EXT WALL 3/4" = 1'-0"5 FLOOR DETAIL @ DEMISING WALL SHEARWALL 1/2" = 1'-0"4 PARTITION PLUMBING CHASE WALL DET 3/4" = 1'-0"6 TYP DETAIL @ CORRIDOR BEARING WALL 1 1/2" = 1'-0"7 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 3/4" = 1'-0"8 JOIST BEARING DET @ INT. BEARING WALL 1 1/2" = 1'-0"1 HEADER SCHEDULE 3/4" = 1'-0"3 FLOOR JOIST PARRALEL TO EXT WALL 3/4" = 1'-0"9 FLOOR DETAIL @ END OF CORRIDOR 1" = 1'-0"10 EAST FLOOR EDGE DETAIL AT CURTAINWALL 3/4" = 1'-0"11 ROOF FRAMING DETAIL @ SLOPED JOISTS BEAM -SEE PLAN FOR SIZE 14" TJI WITH JOIST HANGERS SEE ARCH FOR FINISH SYSTEM14" TJI AT 16" 0.C. 3/4" PLYWOOD 3/4" GYPCRETE FILL "TOP MOUNT" BACKERBLOCK SHALL BE TIGHT TO BOTTOM OF TOP FLANGE WITH 1/4" TO 2" GAP AT TOP OF BOTTOM FLANGE. " FACE MOUNT" BACKERBLOCK SHALL BE TIGHT TO BOTTOM OF TOP FLANGE WITH 1/4" TO 2" GAP AT TOP OF BOTTOM FLANGE. BACKER BLOCK 1/4" TO 2" GAP 1/4" TO 2" GAP •BACKER BLOCKS SHALL BE AT LEAST 12" LONG PER HANGER. •NAILS SHALL BE CLINCHED WHEN POSSIBLE. •VERIFY CAPACITY AND FASTENING REQUIREMENTS OF HANGERS AND CONNECTORS. " FACE MOUNT" TO LVL LVL HEADER BETWEEN JOISTS LVL HEADER BETWEEN JOISTS HEADERED-OFF JOISTS LVL HEADER 1/2" EXT SHEATHING METAL COPING - SEE ARCH (2) 1/4" x 5" LAG SCREWS @ 16" OC (@ JOISTS) 1 1/4" x 14" RIM JOIST (3) LVL HEADER H5 @ CORNER WINDOW EXT WALL RAISED ROOF EDGE -SEE ARCH - 2 3/4" SLOPE TOP PLATE @ 1/4" : 1' JOIST BEARING ROOF JOIST SLOPES @ 1/4"/FT (2) 3/4" PT PLYWOOD (2) 1/4" x 5" LAG SCREWS FRAMING 2x6 STUDS @ 16" OC. EDGE @ NORTHEAST GRID A, 14 TO 16. MIDWALL 362 MW 24" HIGH PARAPET BRACE @ 48" O.C. SCREW TO SIDE OF STUD. ANCHOR TO ROOF DECK W/ (2) 3/8" x 7" LAG SCREWS INTO BLOCKING. (2) 3/4" PT PLYWOOD (2) 1/4" x 5" LAG SCREWS 1/2" EXT SHEATHING BOTH SIDES FRAMING 2x6 STUDS @ 16" OC. METAL COPING -SEE ARCH (2) 1/4" x 3" LAG SCREWS @ 16" OC 2x 8 LEDGER. BOLT TO CMU WALL 2/ (2) 1/4" TAPCONS @ 24" T/WALL ELEV = SEE ARCH T/COPING -SEE ARCH T/O ROOF DECK 2x8 AT 16" OC INSULATION AND ROOFING -SEE ARCH. SEE 5/S400 FOR REINFORCING. EAST STAIR CONTINUES TO PROVIDE ACCESS TO ROOF. SEE S-106 FOR STAIR AND LANDING FRAMING AND DECK. GROUT SOLID .BOND BEAM WITH (2) #5'S AT ROOF LEVEL. PT 2x8 TOP PLATE. BOLT TO BOND BEAM W/ (2) 1/4" X 5" TAPCONS @ 16" O.C. 451'-4 1/4" I-JOIST OR LVL BLOCKING AT 2'-0" OC 1 3/4"X14" LVL LEDGER. BOLT TO CMU WALL W/ (2) ROWS OF 1/4"x7" TAPCONS AT 16" O.C.SEE ARCHINSULATION & ROOF SYSTEM -SEE ARCH EXT. WALL SYSTEM. SEE ARCH BOND BEAM WITH (1) #5 AT TOP OF WALL (2) 3/4" PT PLYWOOD 1/2" EXT SHEATHING 2x6 @ 16" PARAPET FRAMING (2) 1/4" x 5" LAG SCREWS @ 2' OC (@ BLOCKING) 8d @ 12" OC EXT WALL JOIST BEARING - 2 3/4" METAL COPING - SEE ARCH T/COPING -SEE ARCH EXTEND WALL FRAMING TO UNDERSIDE OF DECK. NOTE T/WALL SLOPES @ 1/4"/FT TO CORRIDOR. SLOPE TOP PLATE 2x6 @ 16" BEARING WALL ROOF JOIST, SLOPED 3/4" ROOF SHEATHING 2x8 LEDGER OVER OSB SHEATHING 2x8 CORRIDOR ROOF JOIST 7/16" OSB SHEATHING CORRIDOR SIDE OF WALL 1 1/4" x 14" LSL RIM JOIST SLOPE TOP PLATE @ 1/4"/12 2x6 @ 16" BEARING WALL 14" ROOF JOIST SLOPE @ 1/4"/12 3/4" ROOF SHEATHING ROOF SYSTEM SEE ARCH (1) #8 EA SIDE OF JOIST BLOCKING NOT REQUIRED (2) 3/4" PT PLYWOOD (2) 1/4" x 5" LAG SCREWS 1/2" EXT SHEATHING FRAMING 2x6 STUDS @ 16" OC. METAL COPING - SEE ARCH (2) 1/4" x 3" LAG SCREWS @ 16" OC (@ JOISTS) 1 1/4" x 14" RIM JOIST I JOIST OR RIM JOIST BLOCKING BETWEEN JOISTS 8d @ INTO END OF JOISTS, T&B. +8d TOE- NAIL RIM JOIST TO WALL SILL @ 16" O.C. EXT WALL T/COPING -SEE ARCH - 2 3/4" SLOPE TOP PLATE @ 1/4" : 1' JOIST BEARING ROOF JOIST SLOPES @ 1/4"/FT 1/2" EXT SHEATHING 2x6 @ 16" PARAPET FRAMING (2) 1/4" x 5" LAG SCREWS @ 2' OC (@ BLOCKING) 8d @ 12" OC EXT WALL JOIST BEARING (3) LVL HEADER H6 @ CORNER WINDOW (2) 3/4" PT PLYWOOD - METAL COPING - SEE ARCH RAISED ROOF EDGE SEE ARCH (2) 1/4" x 5" LAG SCREWS GRID 16, A TO C MIDWALL 362 MW 24" HIGH PARAPET BRACE @ 48" O.C. SCREW TO SIDE OF STUD. ANCHOR TO ROOF DECK W/ (2) 3/8" x 7" LAG SCREWS INTO BLOCKING. 14" I-JOIST OR RIM JOIST BLOCKING @ 2' O.C. EXTEND WALL STUD FRAMING TO UNDERSIDE OF HEADER. SEE PLUMBING CONTRACTOR MAY FIELD CUT AN OPENING UP TO 7"Ø, CENTERED ON THE JOIST AND LOCATED WITHIN 1'-6" OF THE END OF JOIST. IF TOILET HUB CONFLICTS WITH JOIST. HEADER-OFF THE INTERFERING JOIST ON EACH SIDE OF HUB. SEE 4/S603. plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice:It is a violation of law for any person, unless acting under the direction of alicensed architect, to alter any item on this document in any way. Anylicensee who alters this document is required by law to afix his/her sealand the notation 'altered by' followed by his/her signature and a specificdescription of alterations. PLAN PROJECT No. DATE ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSElwyn Palmer&CONSULTING ENGINEERS, PLLC213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060S-603FRAMING DETAILS001.16.01.02 11.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 148503/4" = 1'-0"3 FLOOR DETAIL AT INT BEAM 1 1/2" = 1'-0"4 HEADER AT "I"JOIST 1" = 1'-0"8 ROOF EDGE DETAIL @ BEARING EXT WALLS -NORTHEAST CORNER 1" = 1'-0"7 ROOF EDGE DETAIL @ EAST STAIR 1 1/2" = 1'-0"6 ROOF TYP @ END WALLS 3/4" = 1'-0"1 ROOF JOIST @ CORRIDOR WALL 3/4" = 1'-0"2 ROOF JOIST DET @ INT. BEARING WALL SIM @ ELEVATOR 1 1/2" = 1'-0"5 ROOF EDGE DETAIL @ BEARING EXT WALLS 1" = 1'-0"9 ROOF EDGE @ NORTHEAST @ END WALLS 3/4" = 1'-0"10 TYPICAL FRAMING DETAIL @ TOILETS A1 -ADDENDUM #A1 2019.10.01 WWWWWWDDDDDDUPUP3a4003a4002a4002a4001a4001a400599 SFMECHANICAL ANDELECTRICAL010CORRIDOR100C104 SFELMSHADE MED.ROOM007136 SFPROGRAMMANAGER'SOFFICE006A430 SFELMSHADEOFFICES00651 SFSTAFFTOILET005233 SFSHARED COPY /FILES004141 SFSUPPORTIVEHOUSING OFFICE002E472 SFHORIZONPROGRAM002A92 SFHORIZON MED.ROOM002B120 SFRECEPTIONOFFICE003100 SFHORIZON WAITINGAREA002123 SFVESTIBULE001341 SFCONFERENCEROOM018313 SFCOMMON LAUNDRY01753 SFMEN'STOILET01657 SFWOMEN'STOILET015193 SFSTAFF BREAKROOM014206 SFCOMMUNITYKITCHEN013811 SFCOMMUNITY ROOM012123 SFVESTIBULE100D60 SFTRASH /RECYCLE011a6002a6001104 SFPROGRAMMANAGER'SOFFICE002C107 SFDIRECTOR'SOFFICE002DA/Va6061Ba6061ACLEAR6'-1 3/4"016.01017.01002A.01002B.01002C.01002D.01004.01004.02006.01007.02009.01015.01014.01006A.01002E.01013.01C2C1S2FS3S4C3FS6FS1S5FS7A01.01011.01101.01102.01B01.01010.01007.01101.03101.02101.07101.06101.08102.06102.08102.04101.04102.03005.01B01.02102.07102.02661 SF(TYPE 2A)1-BEDROOMAPARTMENT104668 SF(TYPE 2A)1-BEDROOMAPARTMENT103668 SF(TYPE 2A)1-BEDROOMAPARTMENT102711 SF(TYPE 1A)1-BEDROOMAPARTMENT101104.01104.04104.08104.06104.03104.02104.07KITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRY269 SFSTAIR BB01234 SFSTAIR AA01ELEVATOR101.05102.05104.052A3a503103.04103.06103.08103.01103.02103.03103.07103.052A2A2A2A2A2A2A008.0148 SFSERVER008100 SFBUILDINGMAINTENANCEOFFICE0091a5012A2A2A2A5A55A552A2A112A122A2A2A1A2A12A2A2A2A2A12345677.68910111213141516AA.5BB.1CDEFGHI10'-0"10'-0"8'-7"22'-6"6'-0 3/4"5'-11 1/2"6'-0"11'-0"FS22a5012a502002.01018.01018.02012.01012.02100D.02100C.01001.021B1A2A1A2344TYP.5TYP.5TYP.5ALIGNTYP.TYP.5TYP.5TYP.5678992A9916ALIGN13A13ACLEAR9'-6 1/2"ALIGN39'-10"2ATYP.5S3FS5ALIGN34'-3 1/2"9'-10 1/4"31'-1"10'-2 1/2"29'-4 1/4"11'-4 1/2"ALIGNALIGN19'-3 3/4"5'-4 3/4"CLEAR10'-0"2A2A2AALIGNALIGN112AFS44'-5"ALIGN5'-4 1/2"12'-4 1/4"22'-5 1/4"8'-9 1/2"13'-4 1/2"ALIGN13'-10 1/2"8'-0"TYP.8 1/2" a6051a6053a605211"003.0111'-3 3/4"9'-5 1/4"12'-8"24'-6 1/2"17177'-11"10109'-6"101010001.015'-3 1/2"4'-8 3/4"3'-4"6'-8"3'-4"3'-4"3'-4"2'-11 1/2"3'-4"3'-4"3'-4"6'-8"3'-4"4'-8 3/4"4'-0" 3'-4" 6'-8" 3'-4" 3'-4" 3'-4" 6'-8" 3'-4" 14'-8" 3'-4" 4'-8 3/4"2'-0" 3'-4" 1'-4" 3'-4" 1'-4" 3'-4" 6'-0" 3'-4" 7'-4" 3'-4" 8'-8" 3'-4" 1'-4" 3'-4" 1'-4" 3'-4" 2'-8" 3'-4" 1'-4" 3'-4" 1'-4" 3'-4" 8'-8" 3'-4" 6'-0" 3'-4" 8'-0" 3'-4" 1'-4" 3'-4" 1'-4" 3'-4"1'-9 3/4"25'-4 1/2" 6'-0 1/2" 25'-4 1/2"2'-0" 4'-0" 14'-7 3/4" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 5'-4" 3'-4" 6'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 14'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 4'-8 3/4"MAILBOXES1920100D.01TYP.14TYP.14TYP.15TYP.152A2A1A1A2A2A2A242A2A124'-9"16'-2 1/4"6'-9 1/2"18 SFCUST.0202A3'-0"111112A2A2A12A121B1B11B1B11111A1A21A11111B1B2A111111B1A111B221183'-2"222B231A1A2B020.013a5011a502a5035106GENERAL NOTES[FLOOR PLANS]1. ALL DIMENSION STRINGS FOR WOOD FRAMED ROUGH OPENINGS IN EXTERIOR WALLS ARE TAKEN FROM OUTSIDE FACE OF WOOD STUD AT INSIDE AND OUTSIDE CORNERS, U.N.O..2. REFER TO ENLARGED PLANS FOR APARTMENT UNIT DIMENSIONS U.N.O.KEYNOTES[FLOOR PLANS]1-HOUR FIRE-RATED, SEMI-RECESSED, FIRE EXTINGUISHER CABINET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT EXTINGUISHER TYPE & LOCATION WITH LOCAL FIRE MARSHAL. MOUNT CABINET AT 5-1/2" A.F.F. MEASURED TO BOTTOM OF CABINET.WALL-MOUNTED FIRE EXTINGUISHER BRACKET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT FIRE EXTINGUISHER TYPE WITH THE LOCAL FIRE MARSHAL. MOUNT FIRE EXTINGUISHER AT 48" A.F.F. MEASURED TO TOP OF EXTINGUISHER.PROVIDE 1/2-INCH PLYWOOD AT ELECTRICAL ROOM TO ACCOMMODATE ELECTRICAL EQUIPMENT, THIS WALL.PROVIDE FIRE-RATED ELECTRONIC COMMUNICATION SPEAKER AT RECEPTION AREA.16-INCH HIGH (ALIGN WITH TOP OF BOTTOM MOST CURTAIN WALL MULLION), 2 1/2-INCH, 20-GAUGE METAL STUD LOW WALL WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUDS OFF FROM CURTAIN WALL 1-INCH AND PROVIDE CLOSED CELL SPRAY FOAM INSUALTION FULL CAVITY OF STUDS. PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. COLUMN ENCLOSURE: PROVIDE 2 1/2-INCH, 16-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUD FRAMING OFF STRUCTURAL STEEL COLUMN 2-INCHES TO CLEAR FIRE-PROOFING. WHERE APPLICABLE, ALIGN GYPSUM BOARD WITH ADJACENT GYPSUM WALL BOARD FOR AN EVEN AND CONTIGUOUS FINISH.PROVIDE & INSTALL UTILITY OR MOP SINK THIS LOCATION, SEE PLUMBING DRAWINGS.PROVIDE & INSTALL WASHER & DRYER EQUIPMENT THIS ROOM, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS, & SPECIFICATIONS.PROVIDE FOUR (4) BENCHES EQUAL TO WADDELLS METAL BENCH (SIZE: 54"L x 14"D x 17"H). BLACK STEEL FRAME WITH SOLID WOOD CLEAR MAPLE TOP. SKU: W000437032.PROVIDE & INSTALL AUTOMATIC DOOR OPERATOR AND ASSOCIATED POWER, CABLING, ETC., THIS LOCATION, SEE ELECTRICAL DRAWINGS & DOOR HARDWARE. DOOR ACTUATOR SHALL COMPLY WITH ANSI A117.1.PIPE CHASE: PROVIDE & INSTALL 5/8" TYPE-X GYPSUM BOARD SHEATHING OVER STUD FRAMING (METAL STUDS AT GROUND FLOOR, WOOD STUDS FLOORS 2 THROUGH 5) (FLAT STUD) TO ACCOMMODATE PIPING, SEE PLUMBING AND ASSD SYSTEM DRAWINGS. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING ASSEMBLIES.SEMI-RECESSED, WALL-MOUNTED INTERCOM SYSTEM, SEE ELECTRICAL DRAWINGS. MAINTAIN FIRE-RATING OF WALL.FULLY INSULATED AND GASKETED EXTERIOR DOOR, SEE DOOR SCHEDULE. COORDINATE EXACT ELEVATION OF DOOR WITH FLOOR / ROOF ELEVATION, SEE DETAIL.PROVIDE STEEL PAN STAIR WITH CONCRETE TREADS FROM GROUND FLOOR UP TO SECOND FLOOR, SEE STRUCTURAL DRAWINGS. PROVIDE 36-INCH HIGH STEEL HANDRAIL ANCHORED TO WALL, SEE STRUCTURAL DRAWINGS.PROVIDE WOOD FRAMED STAIR WITH JOHNSONITE RUBBER STAIR TREADS, INTEGRAL NOSING AND LANDINGS TO MATCH. WOOD FRAMING SHALL HAVE CONTINUOUS VAPOR SEPERATION MEMBRANE FROM CMU SHAFTRAISED PLATFORM AT APARTMENT UNIT MECHANICAL ROOMS FOR VRP UNIT. PROVIDE 3-5/8" 20-GAUGE METAL STUD FRAMING AT GROUND FLOOR AND 2x4 WOOD STUD FRAMING AT FLOORS 2 THROUGH 5. PROVIDE MINERAL WOOD BATT INSULATION IN CAVITY FOR SOUND ISOLATION. RAISED PLATFORM SHALL PROVIDE PROPER ELEVATION TO MECHANICAL UNIT AS TO ALIGN WALL PENETRATION WITH EXTERIOR CLADDING SYSTEM.PROVIDE AND INSTALL CLOSET SHELVING, SEE SPECIFICATIONS.PROVIDE 3 5/8-INCH METAL STUDS WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD CORRIDOR SIDE UP TIGHT TO UNDERSIDE OF DECK. ALIGN GYPSUM WALL BOARD TO ALIGN WITH ADJACENT FURRING AT PILASTER.PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. WALL AND WINDOWS ARE RECESSED AT THIS LOCATION, 3-5/8-INCH CLEAR FROM FRAME OF WINDOW TO EXTERIOR CLADDING, SEE DETAILS.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL. PROVIDE ONE (1)MAILBOX FOR EACH APARTMENT UNIT (SIXTY (60) MAILBOXES TOTAL), TWO (2) ADDITIONAL MAILBOXES (ONE (1) FOR EACH COMMERCIAL TENANT), AND FOUR (4) PARCEL BOXES. FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER AND ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.PROVIDE AND INSTALL WALL-MOUNTED, HIGH / LOW ELECTRIC WATER COOLERS AND BOTTLE FILLING STATION, SEE PLUMBING DRAWINGS. WATER COOLERS SHALL COMPLY WITH ANSI A117.1.PROVIDE 1-HOUR FIRE-RESISTANCE-RATED PARTITION WALL TIGHT TO UNDERSIDE OF STAIR AT LOWEST LEVEL, TO PREVENT ACCESS TO OR ANY STORAGE BENEATH THE STAIR.PROVIDE AND INSTALL 42-INCH HIGH PARTIAL HEIGHT WALL (WALL TYPE 1) WITH 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES.PROVIDE AND INSTALL 32-INCH DEEP HPL WORKSURFACE AT 30-INCH A.F.F.. PROVIDE GUSSET SUPPORT AT 3 POINTS.PROVIDE AND INSTALL HPL CLOTHES FOLDING COUNTERTOP AT 30-INCH A.F.F..SECOND FLOOR AND ABOVE SHALL BE WOOD STUDS TO MATCH WIDTH OF METAL STUD WALL BELOW. PROVIDE 5/8-INCH GYPSUM BOARD SHEATHING BOTH SIDES, PREP, PRIME AND PAINT FOR AN EVEN AND CONTIGUOUS FINISH. 1A1B2345678910111213A13B141516171819202122232425#WALL ASSEMBLY, SEE WALL SCHEDULE.CONCRETE WALL, SEE STRUCTURAL DRAWINGS.CMU WALL, SEE STRUCTURAL DRAWINGS.WINDOW / STOREFRONT / CURTAIN WALL, SEE ASSOCIATED SCHEDULES.NEW DOOR, SEE DOOR SCHEDULE.ACCESSIBLE APARTMENT: ACCESSIBLE TO MOBILITY IMPAIRED, SEE ENLARGED PLANS.AUDIBLE / VISUAL APARTMENT: ACCESSIBLE TO HEARING OR VISUALLY IMPAIRED, SEE ELECTRICAL DRAWINGS.LEGEND[REFLECTED CEILING PLANS]000.01S10A/VINTERIOR WALL ASSEMBLY SCHEDULENOTE:PROVIDE CONTINUOUS FIREBLOCKING ABOVE ALL DIMISING WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK ABOVE.WALL TYPE20-GAUGE, 3-5/8" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 4 7/8"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPESAME AS WALL TYPE 1, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.1A1WALL TYPE220-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 1/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.FIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKFIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKWALL TYPE32x4 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36FLOOR TO DECKWALL TYPESAME AS WALL TYPE 3, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.3AWALL TYPE42x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36 OR GREATERFLOOR TO DECK5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.ROOM SIDESOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.0' - 6 3/4"0' - 4 3/4"WALL TYPE4AUL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3111-HOUR FIRE-RATED51 OR GREATERFLOOR TO DECKROOM SIDE0' - 7 3/4"2x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL.7/16" THICK ORIENTED STRAND BOARD (OSB)SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPE58" CMU, SEE STRUCTURAL DRAWINGS.5/8" TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U9043-HR / 2-HR FIRE-RATED50FULL HEIGHT OF SHAFTSHAFT SIDE20-GAUGE, 7/8" METAL FURRING @ 24" O.C., TYPICAL0' - 9 5/32"WALL TYPESAME AS WALL TYPE 1, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., BEDROOM SIDE.1BWALL TYPESAME AS WALL TYPE 3, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C.3BWALL TYPESAME AS WALL TYPE 2, EXCEPT:LOCATED AT STAIR.2BWALL TYPESAME AS WALL TYPE 5, EXCEPT WITH:20-GAUGE, 2-1/2" METAL STUD FRAMING @ 24" O.C. (IN LIEU OF 7/8" METAL FURRING)5AWALL TYPE2A20-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 3/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL, CORRIDOR SIDE.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U419 -NON-COMBUSTIBLE1-HOUR FIRE-RATED53FLOOR TO DECKROOM SIDEWALL / CEILING ASSEMBLY NOTES:1. ALL PENETRATIONS THRU FIRE RATED ASSEMBLIES (WALL OR CEILING) MUST BE FIRESTOPPED TO THE RATING LEVEL OF THE ASSEMBLY. 2. ALL TRADES TO SUBMIT FIRESTOPPING SCHEDULE FOR ALL PENETRATIONS PRIOR TO COMMENCING WORK PER SPECIFICATIONS 078400 FIRESTOPPING. 3. PROVIDE MARKING AND IDENTIFICATION AT ALL ACCESSIBLE CONCEALED FLOOR, OR FLOOR/CEILINGS TO IDENTIFY FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS OR SMOKE PARTITIONS PER SECTIONS 703.7 OF THE 2015 IBC. 4. ALL BOTTOM PLATES IN CONTACT WITH MASONRY/CONCRETE SHALL BE PRESSURE TREATED WITH SILL SEALER. 5. FOR ALL METAL STUD FRAMING ASSUME 20-GAUGE FOR BIDDING PURPOSES UNLESS OTHERWISE NOTED. ACTUAL GAUGE SHALL BE ENGINEERED BY CONTRACTOR.NOTE:ALL WALL PARTITIONS SHALL HAVE A DOUBLE TOP PLATE, ENTIRE BUILDING, TYPICAL.STEEL COLUMNSTAND-OFF METAL STUDS2" FROM FACE OFFIRE-PROOFING ON STEEL COLUMNSEE STRUCTURALplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a101GROUND FLOOR PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"GROUND FLOOR PLAN1NSCALE: 1 1/2" = 1'-0"COLUMN ENCLOSURE DETAIL2ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 DNUPDNUP3a4003a4002a4002a4001a4001a400a6062Ba6062A202.07202.08202.06202.04202.02202.01202.03201.06201.08201.07201.03201.01201.04201.02C4C6C5C2C1715 SF(TYPE 2)1-BEDROOMAPARTMENT205673 SF(TYPE 2)1-BEDROOMAPARTMENT207673 SF(TYPE 2)1-BEDROOMAPARTMENT211CUST.217729 SF(TYPE 2)1-BEDROOMAPARTMENT214280 SFSTAIR BB02116 SFCHASEC02673 SF(TYPE 2)1-BEDROOMAPARTMENT212673 SF(TYPE 2)1-BEDROOMAPARTMENT210673 SF(TYPE 2)1-BEDROOMAPARTMENT208672 SF(TYPE 2)1-BEDROOMAPARTMENT206670 SF(TYPE 2)1-BEDROOMAPARTMENT204658 SF(TYPE 2)1-BEDROOMAPARTMENT203685 SF(TYPE 4)1-BEDROOMAPARTMENT202755 SF(TYPE 3)1-BEDROOMAPARTMENT201234 SFSTAIR AA0262 SFTRASH /RECYCLE215215 SFRECEPTIONLOUNGE200A1623 SFCORRIDOR200KITCHENLIVING ROOMBEDROOMBATHENTRYLIN.STORAGECOATSCLOSETMECH.KITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYBEDROOMCLOSETLIN.COATSMECH.LIVING ROOMKITCHENENTRYSTOR.BATHLIVING ROOMBEDROOMMECH.KITCHENSTOR.ENTRYBATHCOATSCLOSETKITCHENCOATSSTOR.CLOSETMECH.LIVING ROOMBEDROOMBATHENTRY205.01205.03205.02205.07205.04205.06205.08207.04207.06207.08207.03207.02207.07209.07209.02209.03209.04209.06209.08211.08211.06211.04211.03211.02211.07213.07213.03213.01213.02213.04213.06213.08214.06214.08214.04214.07214.01214.03214.02212.03212.07212.02212.04212.06212.08210.06210.08210.04210.07210.02210.03208.03208.02208.07208.06208.08208.04206.04206.06206.08206.07206.02206.03204.07204.02204.01204.06204.08204.04204.03203.06203.08203.04203.01203.02203.03203.05203.07205.05207.05209.05211.05213.05214.05212.05210.05208.05206.05204.05STOR.BATHCLOSETENTRYKITCHENBEDROOMLIVING ROOMMECH.LIN.COATSI.T.CLOSET216216.01217.01B02.01215.01A02.01732 SF(TYPE 2)1-BEDROOMAPARTMENT213ELEVATOR2a5033a503673 SF(TYPE 2)1-BEDROOMAPARTMENT209211.01209.01207.01206.01208.01210.01212.011a5014A4A4A4A4A4A55A4A4A4A4A4A4A4A3B54A4A4A4A4A3B3B3B3B12345677.68910111213141516AA.5BB.1CDEFGHIA/V2a5012a502202.05LIN.LIN.201.052'-0 1/2"3'-0" 1'-6" 3'-0" 28'-2 1/4" 2'-4" 6'-0 1/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"2'-0 1/2"3'-0" 1'-6" 3'-0" 8'-1 3/4" 2'-4"1'-6"3'-0" 2'-1 3/4"1'-11 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-5" 2'-4" 3'-5 3/4" 3'-0" 8'-2 3/4" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4" 3'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"2'-11 1/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 15'-0 1/2" 6'-5" 15'-0 3/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"11 1/2"2'-0 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 1'-7" 2'-4" 3'-7" 3'-0"2'-11 1/2"3'-0" 19'-6" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-2" 2'-4" 2'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-8" 2'-4"1'-6" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0 1/2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"1'-7 1/2"11'-0 3/4" 4'-1 3/4" 3'-0" 3'-4" 2'-4" 3'-4" 3'-0" 6'-0" 4'-2"2'-0 1/2"3'-0" 1'-6" 3'-0" 6'-0" 3'-0" 6'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4"1'-6" 3'-0" 5'-8 1/2" 6'-4 1/4" 13'-0 1/4" 3'-0" 4'-5 3/4" 4'-2"5'-6 1/4"4'-8 1/4"1010101013B13BTYP.14TYP.14TYP.14TYP.15TYP.15TYP.155'-0 1/4"2'-10 1/2"CLEAR6'-2 1/4"CLEAR6'-0 1/2"CLEAR6'-1 3/4"CLEAR10'-10"CLEAR6'-1 3/4"14'-1 3/4"17'-3 1/2"9'-6"3'-0"4'-0"14'-10 3/4"16'-5 1/2"9'-0"5'-0"8'-8"3'-0"4'-0"3'-9 1/2"9'-0"4'-0"18184A4A1A1A1Aa503625253a5011a50210101061a503a5034GENERAL NOTES[FLOOR PLANS]1. ALL DIMENSION STRINGS FOR WOOD FRAMED ROUGH OPENINGS IN EXTERIOR WALLS ARE TAKEN FROM OUTSIDE FACE OF WOOD STUD AT INSIDE AND OUTSIDE CORNERS, U.N.O..2. REFER TO ENLARGED PLANS FOR APARTMENT UNIT DIMENSIONS U.N.O.KEYNOTES[FLOOR PLANS]1-HOUR FIRE-RATED, SEMI-RECESSED, FIRE EXTINGUISHER CABINET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT EXTINGUISHER TYPE & LOCATION WITH LOCAL FIRE MARSHAL. MOUNT CABINET AT 5-1/2" A.F.F. MEASURED TO BOTTOM OF CABINET.WALL-MOUNTED FIRE EXTINGUISHER BRACKET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT FIRE EXTINGUISHER TYPE WITH THE LOCAL FIRE MARSHAL. MOUNT FIRE EXTINGUISHER AT 48" A.F.F. MEASURED TO TOP OF EXTINGUISHER.PROVIDE 1/2-INCH PLYWOOD AT ELECTRICAL ROOM TO ACCOMMODATE ELECTRICAL EQUIPMENT, THIS WALL.PROVIDE FIRE-RATED ELECTRONIC COMMUNICATION SPEAKER AT RECEPTION AREA.16-INCH HIGH (ALIGN WITH TOP OF BOTTOM MOST CURTAIN WALL MULLION), 2 1/2-INCH, 20-GAUGE METAL STUD LOW WALL WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUDS OFF FROM CURTAIN WALL 1-INCH AND PROVIDE CLOSED CELL SPRAY FOAM INSUALTION FULL CAVITY OF STUDS. PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. COLUMN ENCLOSURE: PROVIDE 2 1/2-INCH, 16-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUD FRAMING OFF STRUCTURAL STEEL COLUMN 2-INCHES TO CLEAR FIRE-PROOFING. WHERE APPLICABLE, ALIGN GYPSUM BOARD WITH ADJACENT GYPSUM WALL BOARD FOR AN EVEN AND CONTIGUOUS FINISH.PROVIDE & INSTALL UTILITY OR MOP SINK THIS LOCATION, SEE PLUMBING DRAWINGS.PROVIDE & INSTALL WASHER & DRYER EQUIPMENT THIS ROOM, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS, & SPECIFICATIONS.PROVIDE FOUR (4) BENCHES EQUAL TO WADDELLS METAL BENCH (SIZE: 54"L x 14"D x 17"H). BLACK STEEL FRAME WITH SOLID WOOD CLEAR MAPLE TOP. SKU: W000437032.PROVIDE & INSTALL AUTOMATIC DOOR OPERATOR AND ASSOCIATED POWER, CABLING, ETC., THIS LOCATION, SEE ELECTRICAL DRAWINGS & DOOR HARDWARE. DOOR ACTUATOR SHALL COMPLY WITH ANSI A117.1.PIPE CHASE: PROVIDE & INSTALL 5/8" TYPE-X GYPSUM BOARD SHEATHING OVER STUD FRAMING (METAL STUDS AT GROUND FLOOR, WOOD STUDS FLOORS 2 THROUGH 5) (FLAT STUD) TO ACCOMMODATE PIPING, SEE PLUMBING AND ASSD SYSTEM DRAWINGS. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING ASSEMBLIES.SEMI-RECESSED, WALL-MOUNTED INTERCOM SYSTEM, SEE ELECTRICAL DRAWINGS. MAINTAIN FIRE-RATING OF WALL.FULLY INSULATED AND GASKETED EXTERIOR DOOR, SEE DOOR SCHEDULE. COORDINATE EXACT ELEVATION OF DOOR WITH FLOOR / ROOF ELEVATION, SEE DETAIL.PROVIDE STEEL PAN STAIR WITH CONCRETE TREADS FROM GROUND FLOOR UP TO SECOND FLOOR, SEE STRUCTURAL DRAWINGS. PROVIDE 36-INCH HIGH STEEL HANDRAIL ANCHORED TO WALL, SEE STRUCTURAL DRAWINGS.PROVIDE WOOD FRAMED STAIR WITH JOHNSONITE RUBBER STAIR TREADS, INTEGRAL NOSING AND LANDINGS TO MATCH. WOOD FRAMING SHALL HAVE CONTINUOUS VAPOR SEPERATION MEMBRANE FROM CMU SHAFTRAISED PLATFORM AT APARTMENT UNIT MECHANICAL ROOMS FOR VRP UNIT. PROVIDE 3-5/8" 20-GAUGE METAL STUD FRAMING AT GROUND FLOOR AND 2x4 WOOD STUD FRAMING AT FLOORS 2 THROUGH 5. PROVIDE MINERAL WOOD BATT INSULATION IN CAVITY FOR SOUND ISOLATION. RAISED PLATFORM SHALL PROVIDE PROPER ELEVATION TO MECHANICAL UNIT AS TO ALIGN WALL PENETRATION WITH EXTERIOR CLADDING SYSTEM.PROVIDE AND INSTALL CLOSET SHELVING, SEE SPECIFICATIONS.PROVIDE 3 5/8-INCH METAL STUDS WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD CORRIDOR SIDE UP TIGHT TO UNDERSIDE OF DECK. ALIGN GYPSUM WALL BOARD TO ALIGN WITH ADJACENT FURRING AT PILASTER.PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. WALL AND WINDOWS ARE RECESSED AT THIS LOCATION, 3-5/8-INCH CLEAR FROM FRAME OF WINDOW TO EXTERIOR CLADDING, SEE DETAILS.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL. PROVIDE ONE (1)MAILBOX FOR EACH APARTMENT UNIT (SIXTY (60) MAILBOXES TOTAL), TWO (2) ADDITIONAL MAILBOXES (ONE (1) FOR EACH COMMERCIAL TENANT), AND FOUR (4) PARCEL BOXES. FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER AND ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.PROVIDE AND INSTALL WALL-MOUNTED, HIGH / LOW ELECTRIC WATER COOLERS AND BOTTLE FILLING STATION, SEE PLUMBING DRAWINGS. WATER COOLERS SHALL COMPLY WITH ANSI A117.1.PROVIDE 1-HOUR FIRE-RESISTANCE-RATED PARTITION WALL TIGHT TO UNDERSIDE OF STAIR AT LOWEST LEVEL, TO PREVENT ACCESS TO OR ANY STORAGE BENEATH THE STAIR.PROVIDE AND INSTALL 42-INCH HIGH PARTIAL HEIGHT WALL (WALL TYPE 1) WITH 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES.PROVIDE AND INSTALL 32-INCH DEEP HPL WORKSURFACE AT 30-INCH A.F.F.. PROVIDE GUSSET SUPPORT AT 3 POINTS.PROVIDE AND INSTALL HPL CLOTHES FOLDING COUNTERTOP AT 30-INCH A.F.F..SECOND FLOOR AND ABOVE SHALL BE WOOD STUDS TO MATCH WIDTH OF METAL STUD WALL BELOW. PROVIDE 5/8-INCH GYPSUM BOARD SHEATHING BOTH SIDES, PREP, PRIME AND PAINT FOR AN EVEN AND CONTIGUOUS FINISH. 1A1B2345678910111213A13B141516171819202122232425#WALL ASSEMBLY, SEE WALL SCHEDULE.CONCRETE WALL, SEE STRUCTURAL DRAWINGS.CMU WALL, SEE STRUCTURAL DRAWINGS.WINDOW / STOREFRONT / CURTAIN WALL, SEE ASSOCIATED SCHEDULES.NEW DOOR, SEE DOOR SCHEDULE.ACCESSIBLE APARTMENT: ACCESSIBLE TO MOBILITY IMPAIRED, SEE ENLARGED PLANS.AUDIBLE / VISUAL APARTMENT: ACCESSIBLE TO HEARING OR VISUALLY IMPAIRED, SEE ELECTRICAL DRAWINGS.LEGEND[REFLECTED CEILING PLANS]000.01S10A/VINTERIOR WALL ASSEMBLY SCHEDULENOTE:PROVIDE CONTINUOUS FIREBLOCKING ABOVE ALL DIMISING WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK ABOVE.WALL TYPE20-GAUGE, 3-5/8" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 4 7/8"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPESAME AS WALL TYPE 1, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.1A1WALL TYPE220-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 1/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.FIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKFIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKWALL TYPE32x4 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36FLOOR TO DECKWALL TYPESAME AS WALL TYPE 3, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.3AWALL TYPE42x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36 OR GREATERFLOOR TO DECK5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.ROOM SIDESOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.0' - 6 3/4"0' - 4 3/4"WALL TYPE4AUL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3111-HOUR FIRE-RATED51 OR GREATERFLOOR TO DECKROOM SIDE0' - 7 3/4"2x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL.7/16" THICK ORIENTED STRAND BOARD (OSB)SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPE58" CMU, SEE STRUCTURAL DRAWINGS.5/8" TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U9043-HR / 2-HR FIRE-RATED50FULL HEIGHT OF SHAFTSHAFT SIDE20-GAUGE, 7/8" METAL FURRING @ 24" O.C., TYPICAL0' - 9 5/32"WALL TYPESAME AS WALL TYPE 1, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., BEDROOM SIDE.1BWALL TYPESAME AS WALL TYPE 3, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C.3BWALL TYPESAME AS WALL TYPE 2, EXCEPT:LOCATED AT STAIR.2BWALL TYPESAME AS WALL TYPE 5, EXCEPT WITH:20-GAUGE, 2-1/2" METAL STUD FRAMING @ 24" O.C. (IN LIEU OF 7/8" METAL FURRING)5AWALL TYPE2A20-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 3/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL, CORRIDOR SIDE.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U419 -NON-COMBUSTIBLE1-HOUR FIRE-RATED53FLOOR TO DECKROOM SIDEWALL / CEILING ASSEMBLY NOTES:1. ALL PENETRATIONS THRU FIRE RATED ASSEMBLIES (WALL OR CEILING) MUST BE FIRESTOPPED TO THE RATING LEVEL OF THE ASSEMBLY. 2. ALL TRADES TO SUBMIT FIRESTOPPING SCHEDULE FOR ALL PENETRATIONS PRIOR TO COMMENCING WORK PER SPECIFICATIONS 078400 FIRESTOPPING. 3. PROVIDE MARKING AND IDENTIFICATION AT ALL ACCESSIBLE CONCEALED FLOOR, OR FLOOR/CEILINGS TO IDENTIFY FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS OR SMOKE PARTITIONS PER SECTIONS 703.7 OF THE 2015 IBC. 4. ALL BOTTOM PLATES IN CONTACT WITH MASONRY/CONCRETE SHALL BE PRESSURE TREATED WITH SILL SEALER. 5. FOR ALL METAL STUD FRAMING ASSUME 20-GAUGE FOR BIDDING PURPOSES UNLESS OTHERWISE NOTED. ACTUAL GAUGE SHALL BE ENGINEERED BY CONTRACTOR.NOTE:ALL WALL PARTITIONS SHALL HAVE A DOUBLE TOP PLATE, ENTIRE BUILDING, TYPICAL.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a102SECOND FLOOR PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"SECOND FLOOR PLAN1NADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 DNUPDNUP3a4003a4002a4002a4001a4001a400a6011a6021a6041a6031A/Va6063Aa6063BC4C6C5715 SF(TYPE 1)1-BEDROOMAPARTMENT305673 SF(TYPE 2)1-BEDROOMAPARTMENT307673 SF(TYPE 2)1-BEDROOMAPARTMENT311KITCHENLIVING ROOMBEDROOMBATHENTRYLIN.STORAGECOATSCLOSETMECH.KITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYBEDROOMCLOSETLIN.COATSMECH.LIVING ROOMKITCHENENTRYSTOR.BATHLIVING ROOMBEDROOMMECH.KITCHENSTOR.ENTRYBATHCOATSCLOSETKITCHENCOATSSTOR.CLOSETMECH.LIVING ROOMBEDROOMBATHENTRYSTOR.BATHCLOSETENTRYKITCHENBEDROOMLIVING ROOMMECH.LIN.COATS732 SF(TYPE 2)1-BEDROOMAPARTMENT313729 SF(TYPE 2)1-BEDROOMAPARTMENT314673 SF(TYPE 2)1-BEDROOMAPARTMENT312673 SF(TYPE 2)1-BEDROOMAPARTMENT310673 SF(TYPE 2)1-BEDROOMAPARTMENT308672 SF(TYPE 2)1-BEDROOMAPARTMENT306670 SF(TYPE 2)1-BEDROOMAPARTMENT304658 SF(TYPE 2)1-BEDROOMAPARTMENT303685 SF(TYPE 4)1-BEDROOMAPARTMENT302755 SF(TYPE 3)1-BEDROOMAPARTMENT301301.08301.06301.04301.01301.07301.02301.03302.01302.02302.04302.06302.07302.08302.0340 SFI.T.CLOSET316CUST.317314.01314.03314.02314.05314.07314.06314.08314.04312.06312.08312.04312.07312.05312.02312.03310.07310.05310.02310.03310.04310.06310.08308.06308.08308.04308.07308.05308.03308.02306.07306.02306.03306.05306.04306.06306.08304.08304.06304.04304.07304.02304.05304.01304.03303.06303.08303.04303.07303.05303.02303.01303.0361 SFTRASH /RECYCLE3151623 SFCORRIDOR300215 SFRECEPTIONLOUNGE300A315.01317.01316.01279 SFSTAIR BB03234 SFSTAIR AA03A03.01B03.01C2C1ELEVATOR305.03305.02305.04305.05A305.07305.08305.06307.03307.04307.08307.06307.02307.07307.05309.03309.02309.04309.05309.07309.06309.08311.03311.02311.04311.05311.07311.06311.08313.01313.04313.05313.02313.07313.08313.06313.032'-11"311.01309.01307.01305.01A306.01308.01310.01312.011a5014A4A4A4A4A4A55A4A4A4A4A4A4A4A454A4A4A4A4A3B3B3B3B12345677.68910111213141516AA.5BB.1CDEFGHI2a501C7302.05301.05LIN.LIN.2'-0 1/2"3'-0" 1'-6" 3'-0" 15'-0 1/2" 6'-5" 15'-0 3/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"1'-11 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-5" 2'-4" 3'-5 3/4" 3'-0" 8'-2 3/4" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4" 3'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"2'-11 1/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 8'-1 3/4" 2'-4"1'-6"3'-0" 2'-1 3/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 28'-2 1/4" 2'-4" 6'-0 1/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"2'-0 1/2"3'-0" 1'-6" 3'-0" 6'-0" 3'-0" 6'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4"1'-6" 3'-0" 5'-8 1/2" 6'-4 1/4" 13'-0 1/4" 3'-0" 4'-5 3/4" 4'-1 3/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 1'-7" 2'-4" 3'-7" 3'-0"2'-11 1/2"3'-0" 19'-6" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-2" 2'-4" 2'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-8" 2'-4"1'-6" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0 1/2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"1'-7 1/2"11'-0 3/4" 4'-1 3/4" 3'-0" 3'-4" 2'-4" 3'-4" 3'-0" 6'-0" 3'-10"11 1/2"5'-6 1/4"4'-8 1/4"1013B13BTYP.14TYP.14TYP.14TYP.15TYP.15TYP.15116 SFCHASEC03CLEAR6'-2 1/4"CLEAR6'-0 1/2"CLEAR6'-1 3/4"CLEAR10'-10"CLEAR6'-1 3/4"2'-10 1/2"14'-1 3/4"17'-3 1/2"9'-8 1/2"3'-0"4'-0"14'-10 3/4"16'-5 1/2"9'-0"5'-0"8'-8"3'-0"4'-0"3'-9 1/2"9'-0"4'-0"14'-8 1/2"12'-9 1/2"11'-2 1/2"12'-7 1/2"14'-4"11'-2 1/4"11'-6"15'-5 3/4"13'-5 1/2"1A1A1A2525673 SF(TYPE 2)1-BEDROOMAPARTMENT3093a5011a5021010101010106GENERAL NOTES[FLOOR PLANS]1. ALL DIMENSION STRINGS FOR WOOD FRAMED ROUGH OPENINGS IN EXTERIOR WALLS ARE TAKEN FROM OUTSIDE FACE OF WOOD STUD AT INSIDE AND OUTSIDE CORNERS, U.N.O..2. REFER TO ENLARGED PLANS FOR APARTMENT UNIT DIMENSIONS U.N.O.KEYNOTES[FLOOR PLANS]1-HOUR FIRE-RATED, SEMI-RECESSED, FIRE EXTINGUISHER CABINET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT EXTINGUISHER TYPE & LOCATION WITH LOCAL FIRE MARSHAL. MOUNT CABINET AT 5-1/2" A.F.F. MEASURED TO BOTTOM OF CABINET.WALL-MOUNTED FIRE EXTINGUISHER BRACKET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT FIRE EXTINGUISHER TYPE WITH THE LOCAL FIRE MARSHAL. MOUNT FIRE EXTINGUISHER AT 48" A.F.F. MEASURED TO TOP OF EXTINGUISHER.PROVIDE 1/2-INCH PLYWOOD AT ELECTRICAL ROOM TO ACCOMMODATE ELECTRICAL EQUIPMENT, THIS WALL.PROVIDE FIRE-RATED ELECTRONIC COMMUNICATION SPEAKER AT RECEPTION AREA.16-INCH HIGH (ALIGN WITH TOP OF BOTTOM MOST CURTAIN WALL MULLION), 2 1/2-INCH, 20-GAUGE METAL STUD LOW WALL WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUDS OFF FROM CURTAIN WALL 1-INCH AND PROVIDE CLOSED CELL SPRAY FOAM INSUALTION FULL CAVITY OF STUDS. PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. COLUMN ENCLOSURE: PROVIDE 2 1/2-INCH, 16-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUD FRAMING OFF STRUCTURAL STEEL COLUMN 2-INCHES TO CLEAR FIRE-PROOFING. WHERE APPLICABLE, ALIGN GYPSUM BOARD WITH ADJACENT GYPSUM WALL BOARD FOR AN EVEN AND CONTIGUOUS FINISH.PROVIDE & INSTALL UTILITY OR MOP SINK THIS LOCATION, SEE PLUMBING DRAWINGS.PROVIDE & INSTALL WASHER & DRYER EQUIPMENT THIS ROOM, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS, & SPECIFICATIONS.PROVIDE FOUR (4) BENCHES EQUAL TO WADDELLS METAL BENCH (SIZE: 54"L x 14"D x 17"H). BLACK STEEL FRAME WITH SOLID WOOD CLEAR MAPLE TOP. SKU: W000437032.PROVIDE & INSTALL AUTOMATIC DOOR OPERATOR AND ASSOCIATED POWER, CABLING, ETC., THIS LOCATION, SEE ELECTRICAL DRAWINGS & DOOR HARDWARE. DOOR ACTUATOR SHALL COMPLY WITH ANSI A117.1.PIPE CHASE: PROVIDE & INSTALL 5/8" TYPE-X GYPSUM BOARD SHEATHING OVER STUD FRAMING (METAL STUDS AT GROUND FLOOR, WOOD STUDS FLOORS 2 THROUGH 5) (FLAT STUD) TO ACCOMMODATE PIPING, SEE PLUMBING AND ASSD SYSTEM DRAWINGS. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING ASSEMBLIES.SEMI-RECESSED, WALL-MOUNTED INTERCOM SYSTEM, SEE ELECTRICAL DRAWINGS. MAINTAIN FIRE-RATING OF WALL.FULLY INSULATED AND GASKETED EXTERIOR DOOR, SEE DOOR SCHEDULE. COORDINATE EXACT ELEVATION OF DOOR WITH FLOOR / ROOF ELEVATION, SEE DETAIL.PROVIDE STEEL PAN STAIR WITH CONCRETE TREADS FROM GROUND FLOOR UP TO SECOND FLOOR, SEE STRUCTURAL DRAWINGS. PROVIDE 36-INCH HIGH STEEL HANDRAIL ANCHORED TO WALL, SEE STRUCTURAL DRAWINGS.PROVIDE WOOD FRAMED STAIR WITH JOHNSONITE RUBBER STAIR TREADS, INTEGRAL NOSING AND LANDINGS TO MATCH. WOOD FRAMING SHALL HAVE CONTINUOUS VAPOR SEPERATION MEMBRANE FROM CMU SHAFTRAISED PLATFORM AT APARTMENT UNIT MECHANICAL ROOMS FOR VRP UNIT. PROVIDE 3-5/8" 20-GAUGE METAL STUD FRAMING AT GROUND FLOOR AND 2x4 WOOD STUD FRAMING AT FLOORS 2 THROUGH 5. PROVIDE MINERAL WOOD BATT INSULATION IN CAVITY FOR SOUND ISOLATION. RAISED PLATFORM SHALL PROVIDE PROPER ELEVATION TO MECHANICAL UNIT AS TO ALIGN WALL PENETRATION WITH EXTERIOR CLADDING SYSTEM.PROVIDE AND INSTALL CLOSET SHELVING, SEE SPECIFICATIONS.PROVIDE 3 5/8-INCH METAL STUDS WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD CORRIDOR SIDE UP TIGHT TO UNDERSIDE OF DECK. ALIGN GYPSUM WALL BOARD TO ALIGN WITH ADJACENT FURRING AT PILASTER.PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. WALL AND WINDOWS ARE RECESSED AT THIS LOCATION, 3-5/8-INCH CLEAR FROM FRAME OF WINDOW TO EXTERIOR CLADDING, SEE DETAILS.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL. PROVIDE ONE (1)MAILBOX FOR EACH APARTMENT UNIT (SIXTY (60) MAILBOXES TOTAL), TWO (2) ADDITIONAL MAILBOXES (ONE (1) FOR EACH COMMERCIAL TENANT), AND FOUR (4) PARCEL BOXES. FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER AND ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.PROVIDE AND INSTALL WALL-MOUNTED, HIGH / LOW ELECTRIC WATER COOLERS AND BOTTLE FILLING STATION, SEE PLUMBING DRAWINGS. WATER COOLERS SHALL COMPLY WITH ANSI A117.1.PROVIDE 1-HOUR FIRE-RESISTANCE-RATED PARTITION WALL TIGHT TO UNDERSIDE OF STAIR AT LOWEST LEVEL, TO PREVENT ACCESS TO OR ANY STORAGE BENEATH THE STAIR.PROVIDE AND INSTALL 42-INCH HIGH PARTIAL HEIGHT WALL (WALL TYPE 1) WITH 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES.PROVIDE AND INSTALL 32-INCH DEEP HPL WORKSURFACE AT 30-INCH A.F.F.. PROVIDE GUSSET SUPPORT AT 3 POINTS.PROVIDE AND INSTALL HPL CLOTHES FOLDING COUNTERTOP AT 30-INCH A.F.F..SECOND FLOOR AND ABOVE SHALL BE WOOD STUDS TO MATCH WIDTH OF METAL STUD WALL BELOW. PROVIDE 5/8-INCH GYPSUM BOARD SHEATHING BOTH SIDES, PREP, PRIME AND PAINT FOR AN EVEN AND CONTIGUOUS FINISH. 1A1B2345678910111213A13B141516171819202122232425#WALL ASSEMBLY, SEE WALL SCHEDULE.CONCRETE WALL, SEE STRUCTURAL DRAWINGS.CMU WALL, SEE STRUCTURAL DRAWINGS.WINDOW / STOREFRONT / CURTAIN WALL, SEE ASSOCIATED SCHEDULES.NEW DOOR, SEE DOOR SCHEDULE.ACCESSIBLE APARTMENT: ACCESSIBLE TO MOBILITY IMPAIRED, SEE ENLARGED PLANS.AUDIBLE / VISUAL APARTMENT: ACCESSIBLE TO HEARING OR VISUALLY IMPAIRED, SEE ELECTRICAL DRAWINGS.LEGEND[REFLECTED CEILING PLANS]000.01S10A/VINTERIOR WALL ASSEMBLY SCHEDULENOTE:PROVIDE CONTINUOUS FIREBLOCKING ABOVE ALL DIMISING WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK ABOVE.WALL TYPE20-GAUGE, 3-5/8" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 4 7/8"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPESAME AS WALL TYPE 1, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.1A1WALL TYPE220-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 1/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.FIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKFIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKWALL TYPE32x4 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36FLOOR TO DECKWALL TYPESAME AS WALL TYPE 3, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.3AWALL TYPE42x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36 OR GREATERFLOOR TO DECK5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.ROOM SIDESOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.0' - 6 3/4"0' - 4 3/4"WALL TYPE4AUL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3111-HOUR FIRE-RATED51 OR GREATERFLOOR TO DECKROOM SIDE0' - 7 3/4"2x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL.7/16" THICK ORIENTED STRAND BOARD (OSB)SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPE58" CMU, SEE STRUCTURAL DRAWINGS.5/8" TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U9043-HR / 2-HR FIRE-RATED50FULL HEIGHT OF SHAFTSHAFT SIDE20-GAUGE, 7/8" METAL FURRING @ 24" O.C., TYPICAL0' - 9 5/32"WALL TYPESAME AS WALL TYPE 1, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., BEDROOM SIDE.1BWALL TYPESAME AS WALL TYPE 3, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C.3BWALL TYPESAME AS WALL TYPE 2, EXCEPT:LOCATED AT STAIR.2BWALL TYPESAME AS WALL TYPE 5, EXCEPT WITH:20-GAUGE, 2-1/2" METAL STUD FRAMING @ 24" O.C. (IN LIEU OF 7/8" METAL FURRING)5AWALL TYPE2A20-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 3/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL, CORRIDOR SIDE.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U419 -NON-COMBUSTIBLE1-HOUR FIRE-RATED53FLOOR TO DECKROOM SIDEWALL / CEILING ASSEMBLY NOTES:1. ALL PENETRATIONS THRU FIRE RATED ASSEMBLIES (WALL OR CEILING) MUST BE FIRESTOPPED TO THE RATING LEVEL OF THE ASSEMBLY. 2. ALL TRADES TO SUBMIT FIRESTOPPING SCHEDULE FOR ALL PENETRATIONS PRIOR TO COMMENCING WORK PER SPECIFICATIONS 078400 FIRESTOPPING. 3. PROVIDE MARKING AND IDENTIFICATION AT ALL ACCESSIBLE CONCEALED FLOOR, OR FLOOR/CEILINGS TO IDENTIFY FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS OR SMOKE PARTITIONS PER SECTIONS 703.7 OF THE 2015 IBC. 4. ALL BOTTOM PLATES IN CONTACT WITH MASONRY/CONCRETE SHALL BE PRESSURE TREATED WITH SILL SEALER. 5. FOR ALL METAL STUD FRAMING ASSUME 20-GAUGE FOR BIDDING PURPOSES UNLESS OTHERWISE NOTED. ACTUAL GAUGE SHALL BE ENGINEERED BY CONTRACTOR.NOTE:ALL WALL PARTITIONS SHALL HAVE A DOUBLE TOP PLATE, ENTIRE BUILDING, TYPICAL.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a103THIRD FLOOR PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"THIRD FLOOR PLAN1NADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 DNUPDNUP3a4003a4002a4002a4001a4001a400a6064Aa6064BC4C6C5KITCHENLIVING ROOMBEDROOMBATHENTRYLIN.STORAGECOATSCLOSETMECH.KITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYBEDROOMCLOSETLIN.COATSMECH.LIVING ROOMKITCHENENTRYSTOR.BATHLIVING ROOMBEDROOMMECH.KITCHENSTOR.ENTRYBATHCOATSCLOSETKITCHENCOATSSTOR.CLOSETMECH.LIVING ROOMBEDROOMBATHENTRYSTOR.BATHCLOSETENTRYKITCHENBEDROOMLIVING ROOMMECH.LIN.COATS716 SF(TYPE 2)1-BEDROOMAPARTMENT405673 SF(TYPE 2)1-BEDROOMAPARTMENT407Not Enclosed(TYPE 2)1-BEDROOMAPARTMENT409673 SF(TYPE 2)1-BEDROOMAPARTMENT411732 SF(TYPE 2)1-BEDROOMAPARTMENT413729 SF(TYPE 2)1-BEDROOMAPARTMENT414673 SF(TYPE 2)1-BEDROOMAPARTMENT412673 SF(TYPE 2)1-BEDROOMAPARTMENT410673 SF(TYPE 2)1-BEDROOMAPARTMENT408672 SF(TYPE 2)1-BEDROOMAPARTMENT406670 SF(TYPE 2)1-BEDROOMAPARTMENT404402.01402.02402.04402.06402.07402.08402.03401.01401.03401.04401.08401.06401.07401.02658 SF(TYPE 2)1-BEDROOMAPARTMENT403685 SF(TYPE 4)1-BEDROOMAPARTMENT402755 SF(TYPE 3)1-BEDROOMAPARTMENT4011623 SFCORRIDOR40061 SFTRASH /RECYCLE41540 SFI.T.CLOSET416CUST.417403.01403.03403.02403.07403.05403.06403.08403.04404.01404.03404.02404.07404.08404.06404.04404.05406.03406.02406.07406.05406.06406.08406.04408.06408.08408.04408.07408.05408.03408.02410.02410.07410.05410.06410.04410.08410.03412.03412.02412.07412.05412.06412.08412.04414.06414.08414.04414.07414.05414.01414.03414.02413.01413.03413.02413.05413.07413.04413.06413.08411.06411.04411.03411.05411.07411.02409.03409.02409.05409.04409.08409.06409.07407.03407.02407.05407.04407.06407.08407.07405.07405.02405.01405.03405.05405.04405.06405.08411.08415.01B04.01416.01417.01STAIR BB04215 SFRECEPTIONLOUNGE400A234 SFSTAIR AA04C2C1ELEVATORA04.01411.01409.01407.01406.01408.01410.01412.011a5014A4A4A4A4A4A55A4A4A4A4A4A4A4A454A4A4A4A4A3B3B3B3B12345677.68910111213141516AA.5BB.1CDEFGHIA/V2a501C7402.05LIN.LIN.401.052'-0 1/2"3'-0" 1'-6" 3'-0" 28'-2 1/4" 2'-4" 6'-0 1/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"2'-0 1/2"3'-0" 1'-6" 3'-0" 6'-0" 3'-0" 6'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4"1'-6" 3'-0" 5'-8 1/2" 6'-4 1/4" 13'-0 1/4" 3'-0" 4'-5 3/4" 4'-1 3/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 1'-7" 2'-4" 3'-7" 3'-0"2'-11 1/2"3'-0" 5'-10 1/4" 3'-4" 10'-3 3/4" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-2" 2'-4" 2'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-8" 2'-4"1'-6" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0 1/2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"1'-7 1/2"11'-0 3/4" 4'-1 3/4" 3'-0" 3'-4" 2'-4" 3'-4" 3'-0" 6'-0" 3'-10"2'-0 1/2"3'-0" 1'-6" 3'-0" 15'-0 1/2" 6'-5" 15'-0 3/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"1'-11 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-5" 2'-4" 3'-5 3/4" 3'-0" 8'-2 3/4" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 1'-6" 2'-2" 2'-4" 3'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"2'-8 1/2"2'-0 1/2"3'-0" 1'-6" 3'-0" 8'-1 3/4" 2'-4"1'-6"3'-0" 2'-8"3'-0" 1'-6" 3'-0"11 1/2"5'-6 1/4"4'-8 1/4"1013B13BTYP.14TYP.14TYP.14TYP.15TYP.15TYP.15116 SFCHASEC04CLEAR6'-2 1/4"CLEAR6'-0 1/2"CLEAR6'-1 3/4"CLEAR10'-10"CLEAR6'-1 3/4"2'-10 1/2"14'-1 3/4"17'-3 1/2"9'-8 1/2"3'-0"4'-0"14'-10 3/4"16'-5 1/2"9'-0"5'-0"8'-8"3'-0"4'-0"3'-9 1/2"9'-0"4'-0"1A1A1A25253a5011a5021010101010106INTERIOR WALL ASSEMBLY SCHEDULENOTE:PROVIDE CONTINUOUS FIREBLOCKING ABOVE ALL DIMISING WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK ABOVE.WALL TYPE20-GAUGE, 3-5/8" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 4 7/8"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPESAME AS WALL TYPE 1, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.1A1WALL TYPE220-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 1/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.FIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKFIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKWALL TYPE32x4 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36FLOOR TO DECKWALL TYPESAME AS WALL TYPE 3, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.3AWALL TYPE42x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36 OR GREATERFLOOR TO DECK5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.ROOM SIDESOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.0' - 6 3/4"0' - 4 3/4"WALL TYPE4AUL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3111-HOUR FIRE-RATED51 OR GREATERFLOOR TO DECKROOM SIDE0' - 7 3/4"2x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL.7/16" THICK ORIENTED STRAND BOARD (OSB)SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPE58" CMU, SEE STRUCTURAL DRAWINGS.5/8" TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U9043-HR / 2-HR FIRE-RATED50FULL HEIGHT OF SHAFTSHAFT SIDE20-GAUGE, 7/8" METAL FURRING @ 24" O.C., TYPICAL0' - 9 5/32"WALL TYPESAME AS WALL TYPE 1, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., BEDROOM SIDE.1BWALL TYPESAME AS WALL TYPE 3, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C.3BWALL TYPESAME AS WALL TYPE 2, EXCEPT:LOCATED AT STAIR.2BWALL TYPESAME AS WALL TYPE 5, EXCEPT WITH:20-GAUGE, 2-1/2" METAL STUD FRAMING @ 24" O.C. (IN LIEU OF 7/8" METAL FURRING)5AWALL TYPE2A20-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 3/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL, CORRIDOR SIDE.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U419 -NON-COMBUSTIBLE1-HOUR FIRE-RATED53FLOOR TO DECKROOM SIDEWALL / CEILING ASSEMBLY NOTES:1. ALL PENETRATIONS THRU FIRE RATED ASSEMBLIES (WALL OR CEILING) MUST BE FIRESTOPPED TO THE RATING LEVEL OF THE ASSEMBLY. 2. ALL TRADES TO SUBMIT FIRESTOPPING SCHEDULE FOR ALL PENETRATIONS PRIOR TO COMMENCING WORK PER SPECIFICATIONS 078400 FIRESTOPPING. 3. PROVIDE MARKING AND IDENTIFICATION AT ALL ACCESSIBLE CONCEALED FLOOR, OR FLOOR/CEILINGS TO IDENTIFY FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS OR SMOKE PARTITIONS PER SECTIONS 703.7 OF THE 2015 IBC. 4. ALL BOTTOM PLATES IN CONTACT WITH MASONRY/CONCRETE SHALL BE PRESSURE TREATED WITH SILL SEALER. 5. FOR ALL METAL STUD FRAMING ASSUME 20-GAUGE FOR BIDDING PURPOSES UNLESS OTHERWISE NOTED. ACTUAL GAUGE SHALL BE ENGINEERED BY CONTRACTOR.NOTE:ALL WALL PARTITIONS SHALL HAVE A DOUBLE TOP PLATE, ENTIRE BUILDING, TYPICAL.GENERAL NOTES[FLOOR PLANS]1. ALL DIMENSION STRINGS FOR WOOD FRAMED ROUGH OPENINGS IN EXTERIOR WALLS ARE TAKEN FROM OUTSIDE FACE OF WOOD STUD AT INSIDE AND OUTSIDE CORNERS, U.N.O..2. REFER TO ENLARGED PLANS FOR APARTMENT UNIT DIMENSIONS U.N.O.KEYNOTES[FLOOR PLANS]1-HOUR FIRE-RATED, SEMI-RECESSED, FIRE EXTINGUISHER CABINET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT EXTINGUISHER TYPE & LOCATION WITH LOCAL FIRE MARSHAL. MOUNT CABINET AT 5-1/2" A.F.F. MEASURED TO BOTTOM OF CABINET.WALL-MOUNTED FIRE EXTINGUISHER BRACKET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT FIRE EXTINGUISHER TYPE WITH THE LOCAL FIRE MARSHAL. MOUNT FIRE EXTINGUISHER AT 48" A.F.F. MEASURED TO TOP OF EXTINGUISHER.PROVIDE 1/2-INCH PLYWOOD AT ELECTRICAL ROOM TO ACCOMMODATE ELECTRICAL EQUIPMENT, THIS WALL.PROVIDE FIRE-RATED ELECTRONIC COMMUNICATION SPEAKER AT RECEPTION AREA.16-INCH HIGH (ALIGN WITH TOP OF BOTTOM MOST CURTAIN WALL MULLION), 2 1/2-INCH, 20-GAUGE METAL STUD LOW WALL WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUDS OFF FROM CURTAIN WALL 1-INCH AND PROVIDE CLOSED CELL SPRAY FOAM INSUALTION FULL CAVITY OF STUDS. PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. COLUMN ENCLOSURE: PROVIDE 2 1/2-INCH, 16-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUD FRAMING OFF STRUCTURAL STEEL COLUMN 2-INCHES TO CLEAR FIRE-PROOFING. WHERE APPLICABLE, ALIGN GYPSUM BOARD WITH ADJACENT GYPSUM WALL BOARD FOR AN EVEN AND CONTIGUOUS FINISH.PROVIDE & INSTALL UTILITY OR MOP SINK THIS LOCATION, SEE PLUMBING DRAWINGS.PROVIDE & INSTALL WASHER & DRYER EQUIPMENT THIS ROOM, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS, & SPECIFICATIONS.PROVIDE FOUR (4) BENCHES EQUAL TO WADDELLS METAL BENCH (SIZE: 54"L x 14"D x 17"H). BLACK STEEL FRAME WITH SOLID WOOD CLEAR MAPLE TOP. SKU: W000437032.PROVIDE & INSTALL AUTOMATIC DOOR OPERATOR AND ASSOCIATED POWER, CABLING, ETC., THIS LOCATION, SEE ELECTRICAL DRAWINGS & DOOR HARDWARE. DOOR ACTUATOR SHALL COMPLY WITH ANSI A117.1.PIPE CHASE: PROVIDE & INSTALL 5/8" TYPE-X GYPSUM BOARD SHEATHING OVER STUD FRAMING (METAL STUDS AT GROUND FLOOR, WOOD STUDS FLOORS 2 THROUGH 5) (FLAT STUD) TO ACCOMMODATE PIPING, SEE PLUMBING AND ASSD SYSTEM DRAWINGS. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING ASSEMBLIES.SEMI-RECESSED, WALL-MOUNTED INTERCOM SYSTEM, SEE ELECTRICAL DRAWINGS. MAINTAIN FIRE-RATING OF WALL.FULLY INSULATED AND GASKETED EXTERIOR DOOR, SEE DOOR SCHEDULE. COORDINATE EXACT ELEVATION OF DOOR WITH FLOOR / ROOF ELEVATION, SEE DETAIL.PROVIDE STEEL PAN STAIR WITH CONCRETE TREADS FROM GROUND FLOOR UP TO SECOND FLOOR, SEE STRUCTURAL DRAWINGS. PROVIDE 36-INCH HIGH STEEL HANDRAIL ANCHORED TO WALL, SEE STRUCTURAL DRAWINGS.PROVIDE WOOD FRAMED STAIR WITH JOHNSONITE RUBBER STAIR TREADS, INTEGRAL NOSING AND LANDINGS TO MATCH. WOOD FRAMING SHALL HAVE CONTINUOUS VAPOR SEPERATION MEMBRANE FROM CMU SHAFTRAISED PLATFORM AT APARTMENT UNIT MECHANICAL ROOMS FOR VRP UNIT. PROVIDE 3-5/8" 20-GAUGE METAL STUD FRAMING AT GROUND FLOOR AND 2x4 WOOD STUD FRAMING AT FLOORS 2 THROUGH 5. PROVIDE MINERAL WOOD BATT INSULATION IN CAVITY FOR SOUND ISOLATION. RAISED PLATFORM SHALL PROVIDE PROPER ELEVATION TO MECHANICAL UNIT AS TO ALIGN WALL PENETRATION WITH EXTERIOR CLADDING SYSTEM.PROVIDE AND INSTALL CLOSET SHELVING, SEE SPECIFICATIONS.PROVIDE 3 5/8-INCH METAL STUDS WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD CORRIDOR SIDE UP TIGHT TO UNDERSIDE OF DECK. ALIGN GYPSUM WALL BOARD TO ALIGN WITH ADJACENT FURRING AT PILASTER.PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. WALL AND WINDOWS ARE RECESSED AT THIS LOCATION, 3-5/8-INCH CLEAR FROM FRAME OF WINDOW TO EXTERIOR CLADDING, SEE DETAILS.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL. PROVIDE ONE (1)MAILBOX FOR EACH APARTMENT UNIT (SIXTY (60) MAILBOXES TOTAL), TWO (2) ADDITIONAL MAILBOXES (ONE (1) FOR EACH COMMERCIAL TENANT), AND FOUR (4) PARCEL BOXES. FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER AND ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.PROVIDE AND INSTALL WALL-MOUNTED, HIGH / LOW ELECTRIC WATER COOLERS AND BOTTLE FILLING STATION, SEE PLUMBING DRAWINGS. WATER COOLERS SHALL COMPLY WITH ANSI A117.1.PROVIDE 1-HOUR FIRE-RESISTANCE-RATED PARTITION WALL TIGHT TO UNDERSIDE OF STAIR AT LOWEST LEVEL, TO PREVENT ACCESS TO OR ANY STORAGE BENEATH THE STAIR.PROVIDE AND INSTALL 42-INCH HIGH PARTIAL HEIGHT WALL (WALL TYPE 1) WITH 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES.PROVIDE AND INSTALL 32-INCH DEEP HPL WORKSURFACE AT 30-INCH A.F.F.. PROVIDE GUSSET SUPPORT AT 3 POINTS.PROVIDE AND INSTALL HPL CLOTHES FOLDING COUNTERTOP AT 30-INCH A.F.F..SECOND FLOOR AND ABOVE SHALL BE WOOD STUDS TO MATCH WIDTH OF METAL STUD WALL BELOW. PROVIDE 5/8-INCH GYPSUM BOARD SHEATHING BOTH SIDES, PREP, PRIME AND PAINT FOR AN EVEN AND CONTIGUOUS FINISH. 1A1B2345678910111213A13B141516171819202122232425#WALL ASSEMBLY, SEE WALL SCHEDULE.CONCRETE WALL, SEE STRUCTURAL DRAWINGS.CMU WALL, SEE STRUCTURAL DRAWINGS.WINDOW / STOREFRONT / CURTAIN WALL, SEE ASSOCIATED SCHEDULES.NEW DOOR, SEE DOOR SCHEDULE.ACCESSIBLE APARTMENT: ACCESSIBLE TO MOBILITY IMPAIRED, SEE ENLARGED PLANS.AUDIBLE / VISUAL APARTMENT: ACCESSIBLE TO HEARING OR VISUALLY IMPAIRED, SEE ELECTRICAL DRAWINGS.LEGEND[REFLECTED CEILING PLANS]000.01S10A/VplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a104FOURTH FLOOR PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"FOURTH FLOOR PLAN1NADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 DNUPDN3a4003a4002a4002a4001a4001a400A/Va6065Aa6065BC4C6C5KITCHENLIVING ROOMBEDROOMBATHENTRYLIN.STORAGECOATSCLOSETMECH.KITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYKITCHENSTOR.LIN.CLOSETCOATSBATHLIVING ROOMMECH.BEDROOMENTRYBEDROOMCLOSETLIN.COATSMECH.LIVING ROOMKITCHENENTRYSTOR.BATHLIVING ROOMBEDROOMMECH.KITCHENSTOR.ENTRYBATHCOATSCLOSETKITCHENCOATSSTOR.CLOSETMECH.LIVING ROOMBEDROOMBATHENTRYSTOR.BATHCLOSETENTRYKITCHENBEDROOMLIVING ROOMMECH.LIN.COATS279 SFSTAIR BB0540 SFI.T.CLOSET516CUST.517501.08501.06501.04501.07501.03501.01501.02502.06502.08502.04502.07502.02502.01502.03755 SF(TYPE 3)1-BEDROOMAPARTMENT501685 SF(TYPE 4)1-BEDROOMAPARTMENT502658 SF(TYPE 2)1-BEDROOMAPARTMENT503C2C1670 SF(TYPE 2)1-BEDROOMAPARTMENT504716 SF(TYPE 1)1-BEDROOMAPARTMENT505672 SF(TYPE 2)1-BEDROOMAPARTMENT506673 SF(TYPE 2)1-BEDROOMAPARTMENT507673 SF(TYPE 2)1-BEDROOMAPARTMENT508673 SF(TYPE 2)1-BEDROOMAPARTMENT510673 SF(TYPE 2)1-BEDROOMAPARTMENT511673 SF(TYPE 2)1-BEDROOMAPARTMENT512732 SF(TYPE 2)1-BEDROOMAPARTMENT513729 SF(TYPE 2)1-BEDROOMAPARTMENT51461 SFTRASH /RECYCLE5151623 SFCORRIDOR500215 SFRECEPTIONLOUNGE500A234 SFSTAIR AA05ELEVATOR503.04503.06503.08503.01503.02503.05503.07503.03504.04504.06504.08504.07504.02504.05504.01504.03506.03506.02506.05506.07506.08506.06506.04508.04508.06508.08508.03508.02508.05508.07510.02510.05510.07510.03510.04510.08510.06512.06512.08512.04512.03512.02512.05512.07B05.01516.01517.01515.01514.01514.03514.02514.05514.07514.04514.08514.06513.04513.06513.08513.07513.05513.02513.01513.03511.03511.02511.05511.07511.06511.08511.04509.04509.07509.08509.02509.05509.06509.03507.03507.02507.05507.07507.04507.06507.08A05.01505.06505.08505.04505.01505.03505.02505.05505.07511.01512.01509.01507.01510.01508.01506.011a5014A4A4A4A4A4A55A4A4A4A4A4A4A4A454A4A4A4A4A3B3B3B3B12345677.68910111213141516AA.5BB.1CDEFGHI673 SF(TYPE 2)1-BEDROOMAPARTMENT5092a501C7LIN.LIN.502.05501.052'-0 1/2"3'-0" 1'-6" 3'-0" 28'-2 1/4" 2'-4" 6'-0 1/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"2'-0 1/2"3'-0" 1'-6" 3'-0" 6'-0" 3'-0" 6'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4"1'-6" 3'-0" 5'-8 1/2" 6'-4 1/4" 13'-0 1/4" 3'-0" 4'-5 3/4" 4'-1 3/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 1'-7" 2'-4" 3'-7" 3'-0"2'-11 1/2"3'-0" 5'-10 1/4" 3'-4" 10'-3 3/4" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-2" 2'-4" 2'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-8" 2'-4"1'-6" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0 1/2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"1'-7 1/2"11'-0 3/4" 4'-1 3/4" 3'-0" 3'-4" 2'-4" 3'-4" 3'-0" 6'-0" 3'-10"2'-0 1/2"3'-0" 1'-6" 3'-0" 15'-0 1/2" 6'-5" 15'-0 3/4" 3'-0" 1'-6" 3'-0"2'-0 1/2"1'-11 1/2"3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-5" 2'-4" 3'-5 3/4" 3'-0" 8'-2 3/4" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-7" 2'-4" 2'-7" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0" 2'-2" 2'-4" 3'-0" 3'-0" 8'-11 1/2" 3'-0" 3'-0" 2'-4" 2'-2" 3'-0" 1'-6" 3'-0" 1'-6" 3'-0"2'-11 1/4"2'-0 1/2"3'-0" 1'-6" 3'-0" 8'-1 3/4" 2'-4"1'-6"3'-0" 2'-1 3/4"11 1/2"5'-6 1/4"4'-8 1/4"1013B13BTYP.14TYP.14TYP.14TYP.15TYP.15TYP.15116 SFCHASEC05CLEAR6'-2 1/4"CLEAR6'-0 1/2"CLEAR6'-1 3/4"CLEAR10'-10"CLEAR6'-1 3/4"2'-10 1/2"2'-10 1/2"14'-1 3/4"17'-3 1/2"9'-8 1/2"3'-0"4'-0"14'-10 3/4"16'-5 1/2"9'-0"5'-0"8'-8"3'-0"4'-0"3'-9 1/2"9'-0"4'-0"1A1A1A25253a5011a50210101010101063a502INTERIOR WALL ASSEMBLY SCHEDULENOTE:PROVIDE CONTINUOUS FIREBLOCKING ABOVE ALL DIMISING WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK ABOVE.WALL TYPE20-GAUGE, 3-5/8" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 4 7/8"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPESAME AS WALL TYPE 1, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.1A1WALL TYPE220-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 1/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.FIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKFIRE-RATING:STC RATING:EXTENT:NON-COMBUSTIBLE40FLOOR TO DECKWALL TYPE32x4 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36FLOOR TO DECKWALL TYPESAME AS WALL TYPE 3, EXCEPT:GYPSUM BOARD SHEATHING, ROOM SIDE.3AWALL TYPE42x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3051-HOUR FIRE-RATED36 OR GREATERFLOOR TO DECK5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.ROOM SIDESOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.0' - 6 3/4"0' - 4 3/4"WALL TYPE4AUL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U3111-HOUR FIRE-RATED51 OR GREATERFLOOR TO DECKROOM SIDE0' - 7 3/4"2x6 (NOMINAL) SOLID WOOD STUD FRAMING @ 16" O.C., TYPICAL.5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL.7/16" THICK ORIENTED STRAND BOARD (OSB)SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.WALL TYPE58" CMU, SEE STRUCTURAL DRAWINGS.5/8" TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U9043-HR / 2-HR FIRE-RATED50FULL HEIGHT OF SHAFTSHAFT SIDE20-GAUGE, 7/8" METAL FURRING @ 24" O.C., TYPICAL0' - 9 5/32"WALL TYPESAME AS WALL TYPE 1, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., BEDROOM SIDE.1BWALL TYPESAME AS WALL TYPE 3, EXCEPT WITH:1/2" RC-1 RESILIENT CHANNELS AT 24" O.C.3BWALL TYPESAME AS WALL TYPE 2, EXCEPT:LOCATED AT STAIR.2BWALL TYPESAME AS WALL TYPE 5, EXCEPT WITH:20-GAUGE, 2-1/2" METAL STUD FRAMING @ 24" O.C. (IN LIEU OF 7/8" METAL FURRING)5AWALL TYPE2A20-GAUGE, 6" METAL STUD FRAMING @ 16" O.C., TYPICAL.0' - 7 3/4"5/8" TYPE-X GYPSUM BOARD SHEATHING, BOTH SIDES, PREP., PRIME AND PAINT, TYPICAL, SEE FINISH SCHEDULE & SPECIFICATIONS.SOUND-ABSORBENT, BATT INSULATION, FILL ENTIRE CAVITY, SEE SPECIFICATIONS.20-GAUGE, 1/2" RC-1 RESILIENT CHANNELS AT 24" O.C., TYPICAL, CORRIDOR SIDE.UL ASSEMBLY:FIRE-RATING:STC RATING:EXTENT:UL U419 -NON-COMBUSTIBLE1-HOUR FIRE-RATED53FLOOR TO DECKROOM SIDEWALL / CEILING ASSEMBLY NOTES:1. ALL PENETRATIONS THRU FIRE RATED ASSEMBLIES (WALL OR CEILING) MUST BE FIRESTOPPED TO THE RATING LEVEL OF THE ASSEMBLY. 2. ALL TRADES TO SUBMIT FIRESTOPPING SCHEDULE FOR ALL PENETRATIONS PRIOR TO COMMENCING WORK PER SPECIFICATIONS 078400 FIRESTOPPING. 3. PROVIDE MARKING AND IDENTIFICATION AT ALL ACCESSIBLE CONCEALED FLOOR, OR FLOOR/CEILINGS TO IDENTIFY FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS OR SMOKE PARTITIONS PER SECTIONS 703.7 OF THE 2015 IBC. 4. ALL BOTTOM PLATES IN CONTACT WITH MASONRY/CONCRETE SHALL BE PRESSURE TREATED WITH SILL SEALER. 5. FOR ALL METAL STUD FRAMING ASSUME 20-GAUGE FOR BIDDING PURPOSES UNLESS OTHERWISE NOTED. ACTUAL GAUGE SHALL BE ENGINEERED BY CONTRACTOR.NOTE:ALL WALL PARTITIONS SHALL HAVE A DOUBLE TOP PLATE, ENTIRE BUILDING, TYPICAL.GENERAL NOTES[FLOOR PLANS]1. ALL DIMENSION STRINGS FOR WOOD FRAMED ROUGH OPENINGS IN EXTERIOR WALLS ARE TAKEN FROM OUTSIDE FACE OF WOOD STUD AT INSIDE AND OUTSIDE CORNERS, U.N.O..2. REFER TO ENLARGED PLANS FOR APARTMENT UNIT DIMENSIONS U.N.O.KEYNOTES[FLOOR PLANS]1-HOUR FIRE-RATED, SEMI-RECESSED, FIRE EXTINGUISHER CABINET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT EXTINGUISHER TYPE & LOCATION WITH LOCAL FIRE MARSHAL. MOUNT CABINET AT 5-1/2" A.F.F. MEASURED TO BOTTOM OF CABINET.WALL-MOUNTED FIRE EXTINGUISHER BRACKET AND ASSOCIATED FIRE EXTINGUISHER, SEE SPECIFICATIONS. COORDINATE EXACT FIRE EXTINGUISHER TYPE WITH THE LOCAL FIRE MARSHAL. MOUNT FIRE EXTINGUISHER AT 48" A.F.F. MEASURED TO TOP OF EXTINGUISHER.PROVIDE 1/2-INCH PLYWOOD AT ELECTRICAL ROOM TO ACCOMMODATE ELECTRICAL EQUIPMENT, THIS WALL.PROVIDE FIRE-RATED ELECTRONIC COMMUNICATION SPEAKER AT RECEPTION AREA.16-INCH HIGH (ALIGN WITH TOP OF BOTTOM MOST CURTAIN WALL MULLION), 2 1/2-INCH, 20-GAUGE METAL STUD LOW WALL WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUDS OFF FROM CURTAIN WALL 1-INCH AND PROVIDE CLOSED CELL SPRAY FOAM INSUALTION FULL CAVITY OF STUDS. PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. COLUMN ENCLOSURE: PROVIDE 2 1/2-INCH, 16-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD ROOM SIDE. STAND METAL STUD FRAMING OFF STRUCTURAL STEEL COLUMN 2-INCHES TO CLEAR FIRE-PROOFING. WHERE APPLICABLE, ALIGN GYPSUM BOARD WITH ADJACENT GYPSUM WALL BOARD FOR AN EVEN AND CONTIGUOUS FINISH.PROVIDE & INSTALL UTILITY OR MOP SINK THIS LOCATION, SEE PLUMBING DRAWINGS.PROVIDE & INSTALL WASHER & DRYER EQUIPMENT THIS ROOM, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS, & SPECIFICATIONS.PROVIDE FOUR (4) BENCHES EQUAL TO WADDELLS METAL BENCH (SIZE: 54"L x 14"D x 17"H). BLACK STEEL FRAME WITH SOLID WOOD CLEAR MAPLE TOP. SKU: W000437032.PROVIDE & INSTALL AUTOMATIC DOOR OPERATOR AND ASSOCIATED POWER, CABLING, ETC., THIS LOCATION, SEE ELECTRICAL DRAWINGS & DOOR HARDWARE. DOOR ACTUATOR SHALL COMPLY WITH ANSI A117.1.PIPE CHASE: PROVIDE & INSTALL 5/8" TYPE-X GYPSUM BOARD SHEATHING OVER STUD FRAMING (METAL STUDS AT GROUND FLOOR, WOOD STUDS FLOORS 2 THROUGH 5) (FLAT STUD) TO ACCOMMODATE PIPING, SEE PLUMBING AND ASSD SYSTEM DRAWINGS. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING ASSEMBLIES.SEMI-RECESSED, WALL-MOUNTED INTERCOM SYSTEM, SEE ELECTRICAL DRAWINGS. MAINTAIN FIRE-RATING OF WALL.FULLY INSULATED AND GASKETED EXTERIOR DOOR, SEE DOOR SCHEDULE. COORDINATE EXACT ELEVATION OF DOOR WITH FLOOR / ROOF ELEVATION, SEE DETAIL.PROVIDE STEEL PAN STAIR WITH CONCRETE TREADS FROM GROUND FLOOR UP TO SECOND FLOOR, SEE STRUCTURAL DRAWINGS. PROVIDE 36-INCH HIGH STEEL HANDRAIL ANCHORED TO WALL, SEE STRUCTURAL DRAWINGS.PROVIDE WOOD FRAMED STAIR WITH JOHNSONITE RUBBER STAIR TREADS, INTEGRAL NOSING AND LANDINGS TO MATCH. WOOD FRAMING SHALL HAVE CONTINUOUS VAPOR SEPERATION MEMBRANE FROM CMU SHAFTRAISED PLATFORM AT APARTMENT UNIT MECHANICAL ROOMS FOR VRP UNIT. PROVIDE 3-5/8" 20-GAUGE METAL STUD FRAMING AT GROUND FLOOR AND 2x4 WOOD STUD FRAMING AT FLOORS 2 THROUGH 5. PROVIDE MINERAL WOOD BATT INSULATION IN CAVITY FOR SOUND ISOLATION. RAISED PLATFORM SHALL PROVIDE PROPER ELEVATION TO MECHANICAL UNIT AS TO ALIGN WALL PENETRATION WITH EXTERIOR CLADDING SYSTEM.PROVIDE AND INSTALL CLOSET SHELVING, SEE SPECIFICATIONS.PROVIDE 3 5/8-INCH METAL STUDS WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD CORRIDOR SIDE UP TIGHT TO UNDERSIDE OF DECK. ALIGN GYPSUM WALL BOARD TO ALIGN WITH ADJACENT FURRING AT PILASTER.PROVIDE 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES. WALL AND WINDOWS ARE RECESSED AT THIS LOCATION, 3-5/8-INCH CLEAR FROM FRAME OF WINDOW TO EXTERIOR CLADDING, SEE DETAILS.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL. PROVIDE ONE (1)MAILBOX FOR EACH APARTMENT UNIT (SIXTY (60) MAILBOXES TOTAL), TWO (2) ADDITIONAL MAILBOXES (ONE (1) FOR EACH COMMERCIAL TENANT), AND FOUR (4) PARCEL BOXES. FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER AND ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.PROVIDE AND INSTALL WALL-MOUNTED, HIGH / LOW ELECTRIC WATER COOLERS AND BOTTLE FILLING STATION, SEE PLUMBING DRAWINGS. WATER COOLERS SHALL COMPLY WITH ANSI A117.1.PROVIDE 1-HOUR FIRE-RESISTANCE-RATED PARTITION WALL TIGHT TO UNDERSIDE OF STAIR AT LOWEST LEVEL, TO PREVENT ACCESS TO OR ANY STORAGE BENEATH THE STAIR.PROVIDE AND INSTALL 42-INCH HIGH PARTIAL HEIGHT WALL (WALL TYPE 1) WITH 3 CM THICK QUARTZ SILL WITH 1-INCH OVERHANG AND 1/8-INCH EASED EDGES.PROVIDE AND INSTALL 32-INCH DEEP HPL WORKSURFACE AT 30-INCH A.F.F.. PROVIDE GUSSET SUPPORT AT 3 POINTS.PROVIDE AND INSTALL HPL CLOTHES FOLDING COUNTERTOP AT 30-INCH A.F.F..SECOND FLOOR AND ABOVE SHALL BE WOOD STUDS TO MATCH WIDTH OF METAL STUD WALL BELOW. PROVIDE 5/8-INCH GYPSUM BOARD SHEATHING BOTH SIDES, PREP, PRIME AND PAINT FOR AN EVEN AND CONTIGUOUS FINISH. 1A1B2345678910111213A13B141516171819202122232425#WALL ASSEMBLY, SEE WALL SCHEDULE.CONCRETE WALL, SEE STRUCTURAL DRAWINGS.CMU WALL, SEE STRUCTURAL DRAWINGS.WINDOW / STOREFRONT / CURTAIN WALL, SEE ASSOCIATED SCHEDULES.NEW DOOR, SEE DOOR SCHEDULE.ACCESSIBLE APARTMENT: ACCESSIBLE TO MOBILITY IMPAIRED, SEE ENLARGED PLANS.AUDIBLE / VISUAL APARTMENT: ACCESSIBLE TO HEARING OR VISUALLY IMPAIRED, SEE ELECTRICAL DRAWINGS.LEGEND[REFLECTED CEILING PLANS]000.01S10A/VplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a105FIFTH FLOOR PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"FIFTH FLOOR PLAN1NADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 HMSSM3a4003a4002a4002a4001a4001a400a6066A1a5012a501 CANOPY ROOF(BELOW)MAIN ROOFSTAIR PENTHOUSE ROOFELEVATOROVERTRAVELMAIN ROOF1111222234TYP.5TYP.5TYP.5778STAIRPLAN93a5011a502+/- 14'-9" V.I.F.+/- 18'-7" V.I.F.3a50271'-4"5'-0" +/- 26'-5" V.I.F.+/- 26'-4" V.I.F.2OVERFLOWA2GENERAL NOTES[ROOF PLAN]1. ROOFING CONTRACTOR SHALL PROVIDE ROOF INSULATION SHOP DRAWINGS FOR REVIEW.2. ROOF STRUCTURE IS SLOPED THROUGHOUT TO MINIMIZE TAPERED ROOF INSULATION, SEE STRUCTURAL DRAWINGS.KEYNOTES[ROOF PLAN]CONTINUOUS, FULLY ADHERED, 60 MIL EPDM MEMBRANE ROOFING OVER MINIMUM R-30 CONTINUOUS POLIYSO RIGID INSULATION (SLOPE TOWARDS ROOF DRAIN), TYPICAL, U.N.O., SEE SPECIFICATIONS AND WALL SECTIONS FOR ADDITIONAL INFORMATION.PRIMARY & SECONDARY ROOF DRAIN, TYPICAL, SEE PLUMBING DRAWINGS.MEHCANICAL EQUIPMENT, SEE HVAC DRAWINGS. MOUNT EQUIPMENT ON NON-PENETRATING SUPPORT SYSTEM, SEE SPECIFICATIONS. COORDINATE EXACT SIZE AND LOAD CAPACITY OF SUPPORT SYSTEM TO ACCOMMODATE EQUIPMENT.GENERATOR, SEE ELECTRICAL AND STRUCTURAL DRAWINGS.EXHAUST VENT, SEE HVAC AND PLUMBING DRAWINGS.[NOT USED]PROVIDE ROOF SCUPPER WITH DOWNSPOUT, SEE EXTERIOR ELEVATIONS.FIXED ALUMINUM WALL LADDER WITH WALK-THROUGH EQUAL TO PRECISION LADDERS FOR PENTHOUSE ROOF ACCESS.GALVAZINED MOBILE DEADWEIGHT ANCHOR SYSTEM EQUAL TO KEE ANCHOR DEADWEIGHT ANCHOR SYSTEM. PROVIDE PRODUCT DATA FOR ARCHITECT'S REVIEW AND APPROVAL.123456789planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a106ROOF PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"ROOF PLAN1NADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 10'-8"11'-5"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"11'-5"11'-5"11'-5"11'-5"9'-0"11'-5"11'-5"11'-5"11'-5"661 SF(TYPE 2A)1-BEDROOMAPARTMENT104668 SF(TYPE 2A)1-BEDROOMAPARTMENT103668 SF(TYPE 2A)1-BEDROOMAPARTMENT102711 SF(TYPE 1A)1-BEDROOMAPARTMENT101269 SFSTAIR BB01599 SFMECHANICAL ANDELECTRICAL0101832 SFCORRIDOR100C104 SFELMSHADE MED.ROOM007430 SFELMSHADEOFFICES00651 SFSTAFF TOILET005472 SFHORIZONPROGRAM002A141 SFSUPPORTIVEHOUSING OFFICE002E233 SFSHARED COPY /FILES004107 SFDIRECTOR'SOFFICE002D104 SFPROGRAMMANAGER'SOFFICE002C92 SFHORIZON MED.ROOM002B60 SFTRASH / RECYCLE01171 SFELEVATORE01234 SFSTAIR AA01120 SFRECEPTIONOFFICE0031832 SFCORRIDOR100C341 SFCONFERENCEROOM018100 SFHORIZON WAITINGAREA002123 SFVESTIBULE0011832 SFCORRIDOR100C313 SFCOMMON LAUNDRY01753 SFMEN'S TOILET01657 SFWOMEN'S TOILET015193 SFSTAFF BREAKROOM014206 SFCOMMUNITYKITCHEN013811 SFCOMMUNITY ROOM012123 SFVESTIBULE100D10'-8"10'-8"10'-8"10'-8"10'-8"136 SFPROGRAMMANAGER'SOFFICE006A11'-3" B.O. BULKHEAD11'-3" B.O. BULKHEAD10'-8"10'-8"10'-8"1'-8"1'-8"1'-8"1'-8"48 SFSERVER008100 SFBUILDINGMAINTENANCEOFFICE00910'-8"10'-8"10'-8"10'-8"10'-8"10'-8"+/- 16'-9 1/2" B.O. COMPOSITE DECK8'-0"8'-0"8'-0"8'-0"12'-10"11'-3" B.O. BULKHEADINSIDE CLEAR1'-6"INSIDE CLEAR1'-6"12'-8" B.O. CEILING11'-3" B.O. BULKHEAD12'-8" B.O. CEILING11'-3" B.O. BULKHEAD11'-3" B.O. BULKHEAD12'-8" B.O. CEILING12'-8"12'-8"11'-3"11'-3"12'-8"12'-8"11'-3"14'-8"1AALIGNALIGNALIGNALIGN11'-5"11'-5"ALIGN TYP.ALIGN TYP.10'-8" TYP.10'-8" TYP.11'-5"222TYP.322222TYP.322221A444444555554444TYP.38'-0" B.O. SOFFIT11'-3" B.O. BULKHEAD7TYP.31'-2"1'-2"10'-8"7'-2"7'-2"9'-0"81'-6"ALIGN9'-0"18 SFCUST.0209'-0"7'-0"#WALL ASSEMBLY, SEE WALL SCHEDULE.HEADER, SEE WALL SCHEDULE.TYPE-X GYPSUM BOARD CEILING, PAINT, TYPICAL, SEE FINISH SCHEDULE.ACOUSTICAL CEILING TILE SYSTEM, SEE FINISH SCHEDULE.CEILING-MOUNTED LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS.WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.LINEAR WOOD CEILINGMETAL SOFFIT CEILING.LEGEND[FLOOR PLANS]GENERAL NOTES[REFLECTED CEILING PLAN]1. PREP, PRIME, & PAINT ALL GYPSUM BOARD CEILINGS, SOFFITS, & BULKHEADS, COMPLETE, SEE FINISH SCHEDULE.2. ALL DIMENSIONS ARE TAKEN TO THE CENTERLINE OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES. ALIGN ALL CENTERLINES OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES, UNLESS NOTED OTHERWISE. CENTER ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES AT ALL ACOUSTICAL CEILING TILES UNLESS NOTED OTHERWISE.KEYNOTES[REFLECTED CEILING PLAN]PREP, PRIME AND PAINT UNDERSIDE OF STAIRS AND ALL ASSOCIATED STAIR FRAMING, DECKING GUARDRAILS, HANDRAILS, FASTENERS, ETC., COMPLETE, TYPICAL, SEE FINISH SCHEDULE.PROVIDE GYPSUM BOARD SHEATHING AT UNDERSIDE OF WOOD STAIR, TYPICAL, FLOORS 2 THROUGH 5; PREP, PRIME AND PAINT, COMPLETE.PROVIDE & INSTALL SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM SHOWN HATCHED (SEE LEGEND), BELOW FIRE-RATED FLOOR ASSEMBLY. INSTALL TYPE-X MOISTURE/MOLD RESISTANT GYPSUM BOARD AT ALL BATHROOMS. PAINT ALL GYPSUM BOARD CEILINGS AND SOFFITS, COMPLETE, SEE FINISH SCHEDULE.PROVIDE & INSTALL TYPE-X GYPSUM BOARD SOFFIT (PAINT) & ASSOCIATED FRAMING, BLOCKING, ETC., COMPLETE, SEE INTERIOR ELEVATIONS & DETAILS. COORDINATE WITH HVAC DRAWINGS. PROVIDE METAL STUD FRAMING AT GROUND FLOOR AND WOOD STUD FRAMING AT FLOORS 2 THROUGH 5.PROVIDE & INSTALL BULK HEAD. AT GROUND FLOOR, PROVIDE 3 5/8-INCH, 20-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD (PAINT) COMPLETE. AT FLOORS 2 THROUGH 5, PROVIDE 2x4 WOOD STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD, PAINT COMPLETE.PROVIDE & INSTALL SUSPENDED LINEAR WOOD CEILING SYSTEM PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS. ATTACH TO STRUCTURE / DECK ABOVE WITH METAL STUD FURRING AND OR SUSPENSION SYSTEM, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE.FIRE-RATED STAIR ENCLOSURE LID, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE.SUSPENDED LAY-IN CEILING, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE. 8-INCH WIDE, SUSPENDED METAL CEILING / SOFFIT PANEL SYSTEM, SEE SPECIFICAITONS AND DETAILS.1A1B2345678planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a201GROUND FLOOR REFLECTED CEILING PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"GROUND FLOOR REFLECTED CEILING PLAN1NADDENDUM #A1 2019.10.24 729 SF(TYPE 2)1-BEDROOMAPARTMENT214732 SF(TYPE 2)1-BEDROOMAPARTMENT213673 SF(TYPE 2)1-BEDROOMAPARTMENT212673 SF(TYPE 2)1-BEDROOMAPARTMENT210280 SFSTAIR BB02673 SF(TYPE 2)1-BEDROOMAPARTMENT208672 SF(TYPE 2)1-BEDROOMAPARTMENT206670 SF(TYPE 2)1-BEDROOMAPARTMENT204658 SF(TYPE 2)1-BEDROOMAPARTMENT203685 SF(TYPE 4)1-BEDROOMAPARTMENT202755 SF(TYPE 3)1-BEDROOMAPARTMENT201234 SFSTAIR AA0271 SFELEVATORE0162 SFTRASH / RECYCLE2151623 SFCORRIDOR200673 SF(TYPE 2)1-BEDROOMAPARTMENT211673 SF(TYPE 2)1-BEDROOMAPARTMENT209673 SF(TYPE 2)1-BEDROOMAPARTMENT207715 SF(TYPE 2)1-BEDROOMAPARTMENT205215 SFRECEPTIONLOUNGE200A116 SFCHASEC0232 SFCUST.21740 SFI.T. CLOSET2161'-7 1/2"1'-7 1/2"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"6'-1 5/8"1'-8"1'-8"1'-8"1'-8"1'-8"8'-0" B.O. BULKHEAD8'-2"8'-2"8'-2"8'-2"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"8'-2"8'-2"8'-0"8'-0"8'-0"8'-0"8'-0"9'-2 3/4"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"8'-0"8'-0"8'-0"8'-0"8'-0"8'-6"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'-2 3/4" TYP.9'-2 3/4" TYP.TYP.3TYP.3TYP.3TYP.3TYP.39'-2 3/4" TYP.TYP.3TYP.3TYP.31B1B59'-2 3/4" TYP.4444TYP.3TYP.3TYP.3TYP.3TYP.3TYP.37TYP.38'-0" B.O. BULKHEAD8'-2"8'-0" B.O. BULKHEAD8'-0" B.O. BULKHEADTYP.3ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGNALIGNALIGNALIGN7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"#WALL ASSEMBLY, SEE WALL SCHEDULE.HEADER, SEE WALL SCHEDULE.TYPE-X GYPSUM BOARD CEILING, PAINT, TYPICAL, SEE FINISH SCHEDULE.ACOUSTICAL CEILING TILE SYSTEM, SEE FINISH SCHEDULE.CEILING-MOUNTED LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS.WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.LINEAR WOOD CEILINGMETAL SOFFIT CEILING.LEGEND[FLOOR PLANS]GENERAL NOTES[REFLECTED CEILING PLAN]1. PREP, PRIME, & PAINT ALL GYPSUM BOARD CEILINGS, SOFFITS, & BULKHEADS, COMPLETE, SEE FINISH SCHEDULE.2. ALL DIMENSIONS ARE TAKEN TO THE CENTERLINE OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES. ALIGN ALL CENTERLINES OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES, UNLESS NOTED OTHERWISE. CENTER ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES AT ALL ACOUSTICAL CEILING TILES UNLESS NOTED OTHERWISE.KEYNOTES[REFLECTED CEILING PLAN]PREP, PRIME AND PAINT UNDERSIDE OF STAIRS AND ALL ASSOCIATED STAIR FRAMING, DECKING GUARDRAILS, HANDRAILS, FASTENERS, ETC., COMPLETE, TYPICAL, SEE FINISH SCHEDULE.PROVIDE GYPSUM BOARD SHEATHING AT UNDERSIDE OF WOOD STAIR, TYPICAL, FLOORS 2 THROUGH 5; PREP, PRIME AND PAINT, COMPLETE.PROVIDE & INSTALL SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM SHOWN HATCHED (SEE LEGEND), BELOW FIRE-RATED FLOOR ASSEMBLY. INSTALL TYPE-X MOISTURE/MOLD RESISTANT GYPSUM BOARD AT ALL BATHROOMS. PAINT ALL GYPSUM BOARD CEILINGS AND SOFFITS, COMPLETE, SEE FINISH SCHEDULE.PROVIDE & INSTALL TYPE-X GYPSUM BOARD SOFFIT (PAINT) & ASSOCIATED FRAMING, BLOCKING, ETC., COMPLETE, SEE INTERIOR ELEVATIONS & DETAILS. COORDINATE WITH HVAC DRAWINGS. PROVIDE METAL STUD FRAMING AT GROUND FLOOR AND WOOD STUD FRAMING AT FLOORS 2 THROUGH 5.PROVIDE & INSTALL BULK HEAD. AT GROUND FLOOR, PROVIDE 3 5/8-INCH, 20-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD (PAINT) COMPLETE. AT FLOORS 2 THROUGH 5, PROVIDE 2x4 WOOD STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD, PAINT COMPLETE.PROVIDE & INSTALL SUSPENDED LINEAR WOOD CEILING SYSTEM PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS. ATTACH TO STRUCTURE / DECK ABOVE WITH METAL STUD FURRING AND OR SUSPENSION SYSTEM, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE.FIRE-RATED STAIR ENCLOSURE LID, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE.SUSPENDED LAY-IN CEILING, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE. 8-INCH WIDE, SUSPENDED METAL CEILING / SOFFIT PANEL SYSTEM, SEE SPECIFICAITONS AND DETAILS.1A1B2345678planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a202SECOND FLOOR REFLECTED CEILING PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"SECOND FLOOR REFLECTED CEILING PLAN1NADDENDUM #A1 2019.10.24 729 SF(TYPE 2)1-BEDROOMAPARTMENT314279 SFSTAIR BB03673 SF(TYPE 2)1-BEDROOMAPARTMENT312673 SF(TYPE 2)1-BEDROOMAPARTMENT310673 SF(TYPE 2)1-BEDROOMAPARTMENT308672 SF(TYPE 2)1-BEDROOMAPARTMENT306215 SFRECEPTIONLOUNGE300A670 SF(TYPE 2)1-BEDROOMAPARTMENT304658 SF(TYPE 2)1-BEDROOMAPARTMENT303685 SF(TYPE 4)1-BEDROOMAPARTMENT302755 SF(TYPE 3)1-BEDROOMAPARTMENT301234 SFSTAIR AA0371 SFELEVATORE0161 SFTRASH / RECYCLE315732 SF(TYPE 2)1-BEDROOMAPARTMENT313673 SF(TYPE 2)1-BEDROOMAPARTMENT311673 SF(TYPE 2)1-BEDROOMAPARTMENT309673 SF(TYPE 2)1-BEDROOMAPARTMENT307715 SF(TYPE 1)1-BEDROOMAPARTMENT3051623 SFCORRIDOR30040 SFI.T. CLOSET31632 SFCUST.3171'-7 1/2"1'-7 1/2"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"6'-1 5/8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"8'-0" B.O. BULKHEAD8'-2"8'-2"8'-2"8'-2"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"8'-2"8'-2"8'-0"8'-0"8'-0"8'-0"8'-0"9'-2 3/4"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"8'-0"8'-0"8'-0"8'-0"8'-0"8'-6"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"51B1BTYP.3TYP.3TYP.3TYP.3TYP.3TYP.39'-2 3/4"4444TYP.3TYP.39'-2 3/4" TYP.9'-2 3/4" TYP.9'-2 3/4" TYP.9'-2 3/4" TYP.TYP.3TYP.3TYP.3ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.7TYP.3TYP.38'-0" B.O. BULKHEAD8'-2"8'-0" B.O. BULKHEAD8'-0" B.O. BULKHEADALIGNALIGNALIGNALIGNTYP.3TYP.3TYP.3#WALL ASSEMBLY, SEE WALL SCHEDULE.HEADER, SEE WALL SCHEDULE.TYPE-X GYPSUM BOARD CEILING, PAINT, TYPICAL, SEE FINISH SCHEDULE.ACOUSTICAL CEILING TILE SYSTEM, SEE FINISH SCHEDULE.CEILING-MOUNTED LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS.WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.LINEAR WOOD CEILINGMETAL SOFFIT CEILING.LEGEND[FLOOR PLANS]GENERAL NOTES[REFLECTED CEILING PLAN]1. PREP, PRIME, & PAINT ALL GYPSUM BOARD CEILINGS, SOFFITS, & BULKHEADS, COMPLETE, SEE FINISH SCHEDULE.2. ALL DIMENSIONS ARE TAKEN TO THE CENTERLINE OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES. ALIGN ALL CENTERLINES OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES, UNLESS NOTED OTHERWISE. CENTER ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES AT ALL ACOUSTICAL CEILING TILES UNLESS NOTED OTHERWISE.KEYNOTES[REFLECTED CEILING PLAN]PREP, PRIME AND PAINT UNDERSIDE OF STAIRS AND ALL ASSOCIATED STAIR FRAMING, DECKING GUARDRAILS, HANDRAILS, FASTENERS, ETC., COMPLETE, TYPICAL, SEE FINISH SCHEDULE.PROVIDE GYPSUM BOARD SHEATHING AT UNDERSIDE OF WOOD STAIR, TYPICAL, FLOORS 2 THROUGH 5; PREP, PRIME AND PAINT, COMPLETE.PROVIDE & INSTALL SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM SHOWN HATCHED (SEE LEGEND), BELOW FIRE-RATED FLOOR ASSEMBLY. INSTALL TYPE-X MOISTURE/MOLD RESISTANT GYPSUM BOARD AT ALL BATHROOMS. PAINT ALL GYPSUM BOARD CEILINGS AND SOFFITS, COMPLETE, SEE FINISH SCHEDULE.PROVIDE & INSTALL TYPE-X GYPSUM BOARD SOFFIT (PAINT) & ASSOCIATED FRAMING, BLOCKING, ETC., COMPLETE, SEE INTERIOR ELEVATIONS & DETAILS. COORDINATE WITH HVAC DRAWINGS. PROVIDE METAL STUD FRAMING AT GROUND FLOOR AND WOOD STUD FRAMING AT FLOORS 2 THROUGH 5.PROVIDE & INSTALL BULK HEAD. AT GROUND FLOOR, PROVIDE 3 5/8-INCH, 20-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD (PAINT) COMPLETE. AT FLOORS 2 THROUGH 5, PROVIDE 2x4 WOOD STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD, PAINT COMPLETE.PROVIDE & INSTALL SUSPENDED LINEAR WOOD CEILING SYSTEM PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS. ATTACH TO STRUCTURE / DECK ABOVE WITH METAL STUD FURRING AND OR SUSPENSION SYSTEM, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE.FIRE-RATED STAIR ENCLOSURE LID, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE.SUSPENDED LAY-IN CEILING, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE. 8-INCH WIDE, SUSPENDED METAL CEILING / SOFFIT PANEL SYSTEM, SEE SPECIFICAITONS AND DETAILS.1A1B2345678planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a203THIRD FLOOR REFLECTED CEILING PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"THIRD FLOOR REFLECTED CEILING PLAN1NADDENDUM #A1 2019.10.24 729 SF(TYPE 2)1-BEDROOMAPARTMENT414673 SF(TYPE 2)1-BEDROOMAPARTMENT412673 SF(TYPE 2)1-BEDROOMAPARTMENT410673 SF(TYPE 2)1-BEDROOMAPARTMENT408672 SF(TYPE 2)1-BEDROOMAPARTMENT406670 SF(TYPE 2)1-BEDROOMAPARTMENT404732 SF(TYPE 2)1-BEDROOMAPARTMENT413673 SF(TYPE 2)1-BEDROOMAPARTMENT411673 SF(TYPE 2)1-BEDROOMAPARTMENT409673 SF(TYPE 2)1-BEDROOMAPARTMENT407716 SF(TYPE 2)1-BEDROOMAPARTMENT405658 SF(TYPE 2)1-BEDROOMAPARTMENT403685 SF(TYPE 4)1-BEDROOMAPARTMENT402755 SF(TYPE 3)1-BEDROOMAPARTMENT401234 SFSTAIR AA04215 SFRECEPTIONLOUNGE400A1623 SFCORRIDOR40071 SFELEVATORE0161 SFTRASH / RECYCLE415279 SFSTAIR BB0432 SFCUST.41740 SFI.T. CLOSET4161'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8 1/4"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-7 1/2"1'-7 1/2"1'-8"1'-8"1'-8"8'-0" B.O. BULKHEAD8'-2"8'-2"8'-2"8'-2"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"9'-2 3/4"8'-2"8'-2"8'-0"8'-0"8'-0"8'-0"8'-0"9'-2 3/4"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"8'-0"8'-0"8'-0"8'-0"8'-0"8'-6"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0" B.O. SOFFIT, TYP.8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"51B1BTYP.3TYP.3TYP.3TYP.3TYP.3TYP.31'-8"4444TYP.3TYP.39'-2 3/4" TYP.9'-2 3/4" TYP.9'-2 3/4" TYP.9'-2 3/4" TYP.TYP.3TYP.3TYP.37TYP.3TYP.38'-0" B.O. BULKHEAD8'-2"8'-0" B.O. BULKHEAD8'-0" B.O. BULKHEADTYP.3TYP.3TYP.3ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGNALIGNALIGNALIGN#WALL ASSEMBLY, SEE WALL SCHEDULE.HEADER, SEE WALL SCHEDULE.TYPE-X GYPSUM BOARD CEILING, PAINT, TYPICAL, SEE FINISH SCHEDULE.ACOUSTICAL CEILING TILE SYSTEM, SEE FINISH SCHEDULE.CEILING-MOUNTED LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS.WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.LINEAR WOOD CEILINGMETAL SOFFIT CEILING.LEGEND[FLOOR PLANS]GENERAL NOTES[REFLECTED CEILING PLAN]1. PREP, PRIME, & PAINT ALL GYPSUM BOARD CEILINGS, SOFFITS, & BULKHEADS, COMPLETE, SEE FINISH SCHEDULE.2. ALL DIMENSIONS ARE TAKEN TO THE CENTERLINE OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES. ALIGN ALL CENTERLINES OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES, UNLESS NOTED OTHERWISE. CENTER ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES AT ALL ACOUSTICAL CEILING TILES UNLESS NOTED OTHERWISE.KEYNOTES[REFLECTED CEILING PLAN]PREP, PRIME AND PAINT UNDERSIDE OF STAIRS AND ALL ASSOCIATED STAIR FRAMING, DECKING GUARDRAILS, HANDRAILS, FASTENERS, ETC., COMPLETE, TYPICAL, SEE FINISH SCHEDULE.PROVIDE GYPSUM BOARD SHEATHING AT UNDERSIDE OF WOOD STAIR, TYPICAL, FLOORS 2 THROUGH 5; PREP, PRIME AND PAINT, COMPLETE.PROVIDE & INSTALL SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM SHOWN HATCHED (SEE LEGEND), BELOW FIRE-RATED FLOOR ASSEMBLY. INSTALL TYPE-X MOISTURE/MOLD RESISTANT GYPSUM BOARD AT ALL BATHROOMS. PAINT ALL GYPSUM BOARD CEILINGS AND SOFFITS, COMPLETE, SEE FINISH SCHEDULE.PROVIDE & INSTALL TYPE-X GYPSUM BOARD SOFFIT (PAINT) & ASSOCIATED FRAMING, BLOCKING, ETC., COMPLETE, SEE INTERIOR ELEVATIONS & DETAILS. COORDINATE WITH HVAC DRAWINGS. PROVIDE METAL STUD FRAMING AT GROUND FLOOR AND WOOD STUD FRAMING AT FLOORS 2 THROUGH 5.PROVIDE & INSTALL BULK HEAD. AT GROUND FLOOR, PROVIDE 3 5/8-INCH, 20-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD (PAINT) COMPLETE. AT FLOORS 2 THROUGH 5, PROVIDE 2x4 WOOD STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD, PAINT COMPLETE.PROVIDE & INSTALL SUSPENDED LINEAR WOOD CEILING SYSTEM PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS. ATTACH TO STRUCTURE / DECK ABOVE WITH METAL STUD FURRING AND OR SUSPENSION SYSTEM, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE.FIRE-RATED STAIR ENCLOSURE LID, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE.SUSPENDED LAY-IN CEILING, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE. 8-INCH WIDE, SUSPENDED METAL CEILING / SOFFIT PANEL SYSTEM, SEE SPECIFICAITONS AND DETAILS.1A1B2345678planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a204FOURTH FLOOR REFLECTED CEILING PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"FOURTH FLOOR REFLECTED CEILING PLAN1NADDENDUM #A1 2019.10.24 729 SF(TYPE 2)1-BEDROOMAPARTMENT514279 SFSTAIR BB0540 SFI.T. CLOSET516673 SF(TYPE 2)1-BEDROOMAPARTMENT512673 SF(TYPE 2)1-BEDROOMAPARTMENT510673 SF(TYPE 2)1-BEDROOMAPARTMENT5081623 SFCORRIDOR500672 SF(TYPE 2)1-BEDROOMAPARTMENT506215 SFRECEPTIONLOUNGE500A670 SF(TYPE 2)1-BEDROOMAPARTMENT504658 SF(TYPE 2)1-BEDROOMAPARTMENT503685 SF(TYPE 4)1-BEDROOMAPARTMENT502755 SF(TYPE 3)1-BEDROOMAPARTMENT50161 SFTRASH / RECYCLE515732 SF(TYPE 2)1-BEDROOMAPARTMENT513673 SF(TYPE 2)1-BEDROOMAPARTMENT511673 SF(TYPE 2)1-BEDROOMAPARTMENT50732 SFCUST.517716 SF(TYPE 1)1-BEDROOMAPARTMENT5051'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-7 1/2"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"8'-0" B.O. BULKHEAD8'-2"8'-0" B.O. BULKHEAD8'-0" B.O. BULKHEAD8'-0" B.O. BULKHEAD8'-2"8'-2"8'-2"8'-2"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-2"8'-2"8'-0"8'-0"8'-0"8'-0"8'-0"8'-6"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"8'-0"8'-0"8'-0"8'-0"8'-0"8'-6"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"F6F6566TYP.2TYP.2TYP.2TYP.2TYP.2TYP.21'-8"4444TYP.2TYP.2673 SF(TYPE 2)1-BEDROOMAPARTMENT5098'-6" TYP.8'-6" TYP.8'-6" TYP.8'-6" TYP.8'-0"TYP.2TYP.2TYP.27TYP.2TYP.2TYP.2TYP.2TYP.2ELEVATORALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGN TYP.ALIGNALIGNALIGNALIGN#WALL ASSEMBLY, SEE WALL SCHEDULE.HEADER, SEE WALL SCHEDULE.TYPE-X GYPSUM BOARD CEILING, PAINT, TYPICAL, SEE FINISH SCHEDULE.ACOUSTICAL CEILING TILE SYSTEM, SEE FINISH SCHEDULE.CEILING-MOUNTED LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS.WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.LINEAR WOOD CEILINGMETAL SOFFIT CEILING.LEGEND[FLOOR PLANS]GENERAL NOTES[REFLECTED CEILING PLAN]1. PREP, PRIME, & PAINT ALL GYPSUM BOARD CEILINGS, SOFFITS, & BULKHEADS, COMPLETE, SEE FINISH SCHEDULE.2. ALL DIMENSIONS ARE TAKEN TO THE CENTERLINE OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES. ALIGN ALL CENTERLINES OF ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES, UNLESS NOTED OTHERWISE. CENTER ALL CEILING-MOUNTED LIGHT FIXTURES & DEVICES AT ALL ACOUSTICAL CEILING TILES UNLESS NOTED OTHERWISE.KEYNOTES[REFLECTED CEILING PLAN]PREP, PRIME AND PAINT UNDERSIDE OF STAIRS AND ALL ASSOCIATED STAIR FRAMING, DECKING GUARDRAILS, HANDRAILS, FASTENERS, ETC., COMPLETE, TYPICAL, SEE FINISH SCHEDULE.PROVIDE GYPSUM BOARD SHEATHING AT UNDERSIDE OF WOOD STAIR, TYPICAL, FLOORS 2 THROUGH 5; PREP, PRIME AND PAINT, COMPLETE.PROVIDE & INSTALL SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM SHOWN HATCHED (SEE LEGEND), BELOW FIRE-RATED FLOOR ASSEMBLY. INSTALL TYPE-X MOISTURE/MOLD RESISTANT GYPSUM BOARD AT ALL BATHROOMS. PAINT ALL GYPSUM BOARD CEILINGS AND SOFFITS, COMPLETE, SEE FINISH SCHEDULE.PROVIDE & INSTALL TYPE-X GYPSUM BOARD SOFFIT (PAINT) & ASSOCIATED FRAMING, BLOCKING, ETC., COMPLETE, SEE INTERIOR ELEVATIONS & DETAILS. COORDINATE WITH HVAC DRAWINGS. PROVIDE METAL STUD FRAMING AT GROUND FLOOR AND WOOD STUD FRAMING AT FLOORS 2 THROUGH 5.PROVIDE & INSTALL BULK HEAD. AT GROUND FLOOR, PROVIDE 3 5/8-INCH, 20-GAUGE METAL STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD (PAINT) COMPLETE. AT FLOORS 2 THROUGH 5, PROVIDE 2x4 WOOD STUD FRAMING WITH 5/8-INCH TYPE-X GYPSUM WALL BOARD, PAINT COMPLETE.PROVIDE & INSTALL SUSPENDED LINEAR WOOD CEILING SYSTEM PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS. ATTACH TO STRUCTURE / DECK ABOVE WITH METAL STUD FURRING AND OR SUSPENSION SYSTEM, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE.FIRE-RATED STAIR ENCLOSURE LID, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE.SUSPENDED LAY-IN CEILING, SEE FIRE-RATED FLOOR/ CEILING/ ROOF ASSEMBLY SCHEDULE, FOR FIRE-RATED ASSEMBLY ABOVE. 8-INCH WIDE, SUSPENDED METAL CEILING / SOFFIT PANEL SYSTEM, SEE SPECIFICAITONS AND DETAILS.1A1B2345678planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a205FIFTH FLOOR REFLECTED CEILING PLAN001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"FIFTH FLOOR REFLECTED CEILING PLAN1NADDENDUM #A1 2019.10.24 KEYNOTES[EXTERIOR ELEVATIONS]PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000 ARCHITECTURAL WALL PANEL -SMOOTH, FACTORY FINISHED, SEE LEGEND, MANUFACTURERS INSTALLATION INSTRUCTIONS.PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000. COLOR FINISH EQUAL TO REYNOBOND COLORWELD "CHARCOAL," SEE SPECIFICATIONS.PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000. COLOR FINISH EQUAL TO REYNOBOND COLORWELD 500 "TERRA DI SIENNA," SEE SPECIFICATIONS.4" x 8" x 16" GROUND-FACE CMU VENEER BASE EQUAL TO BARNES & CONE, COLOR/MIX: 'GALWAY GRAVEL' TYPICAL, SEE SPECIFICATIONS.PRE-CAST CONCRETE WINDOW SILL (GREY LIMESTONE), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-1), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-A), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-B), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-2), TYPICAL, SEE SPECIFICATIONS.THERMALLY-BROKEN ALUMINUM-CLAD WOOD DOUBLE-HUNG WINDOW, COLOR: CHARCOAL, TYPICAL, SEE WINDOW SCHEDULE AND SPECIFICATIONS.THERMALLY-BROKEN ALUMINUM CURTAIN WALL WITH GLASS, SOLID PANELS, OPERABLE EXTERIOR DOORS, ETC. COLOR: COLORWELD 500 CHARCOAL, TYPICAL, SEE CURTAIN WALL SCHEDULE AND SPECIFCATIONS.THERMALLY-BROKEN ALUMINUM AND GLASS EXTERIOR STOREFRONT WITH THERMALLY-BROKEN ALUMINUM AND GLASS FIXED / AWNING WINDOWS. COLOR: CHARCOAL, TYPICAL, SEE STOREFRONT SCHEDULE AND SPECIFICATIONS.CONTINUOUS VERTICAL MASONRY CONTROL JOINT, "C.J." ,TYPICAL.CONTINUOUS HORIZONTAL FIBER CEMENT CONTROL JOINT, "C.J." , TYPICAL AT EACH FLOOR LEVEL. REFER TO MANUFACTURER'S INSTALLATION MANUAL.12A2B3456789105A5B11121314151617RPZ DRAIN AND FDC LOCATION, SEE FIRE PROTECTION DRAWINGS. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.FIRE ALARM BELL LOCATION, SEE FIRE PROTECTION DRAWINGS.CANOPY, SEE SECTIONS AND STRUCTURAL DRAWINGS.GAS METER AND REGULATOR, PAINT PIPING TO MATCH WALL, SEE PLUMBING DRAWINGS.0.040" KYNAR FINISH ALUMINUM CONTINOUS BRAKE METAL FLASHING AND DRIP EDGE. TYPICAL AT TOP OF ALL BRICK MASONRY TERMINATIONS, SEE DETAILS.FIRE-RATED STRUCTURAL STEEL SUPPORTS, PAINT; AND CAST-IN-PLACE CONCRETE COLUMN BASE, SEE STRUCTURAL DRAWINGS.PAINTED STRUCTURAL STEEL LINTEL, SEE STRUCTURAL DRAWINGS."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT FIBER CEMENT PANEL BWALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT ALUMINUM PANEL 1WALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT ALUMINUM PANEL 2WALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL.0.040" KYNAR FINISH ALUMINUM BRAKE METAL TO MATCH COLOR FINISH OF CURTAIN WALL WHERE BUILDING STEPS BACK.PROVIDE ROOF LEADER WITH POWDER COAT FINISH TO MATCH COLORWELD 500 CHARCOAL, SEE ROOF PLAN. TIE INTO FOUNDATION DRAIN.FIXED ALUMINUM WALL LADDER WITH WALK-THROUGH EQUAL TO PRECISION LADDERS FOR PENTHOUSE ROOF ACCESS.18A1918B18C20215CA2A2GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"T.O ELEVATOR PENTHOUSE64' -0"T.O ROOF STAIR PENTHOUSE71' -4"T.O. MASONRY12' -8"2a4001a4002a5031a50112345677.68910111213141516VEHICLE ACCESS DRIVE15'-6" CLEAR - EMERGENCYS1S1S1S1S1S1S1S1S1S1S1S1S1S1S1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W117'-4" 10'-8" 10'-8" 10'-8" 11'-4"2B2ATYP.2BTYP.1333TYP.17TYP.8TYP.45TYP.6TYP.677716TYP.18A7715TYP.1014'-8"21'-4"15'-4"16'-8"16'-8"14'-8"21'-4"4'-8 3/4"6'-0"TYP.18BC.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.ALIGN(VERTICAL)PANEL SPACING1'-4" TYPICALEQ. EQ. EQ. EQ.ALIGN W/ C.L. OFCURTAIN WALLALIGNALIGN W/ C.L.OF WINDOWEQ.EQ.EQ.EQ.ALIGN W/ C.L.OF WINDOWALIGNALIGN W/ C.L.OF WINDOWEQ.EQ.EQ.EQ.ALIGNALIGNALIGN W/ C.L.OF WINDOW(HORIZONTAL)PANEL SPACING1'-6" TYPICALALIGNALIGNALIGNTYP.ALIGN1919TYP.2B2ATYP.1ALIGNALIGNTYP.9(HORIZONTAL)PANEL SPACING6'-0" TYPICAL, U.N.O.TYP.18C5ATYP.1TYP.18A141a502213a5025CGROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"T.O ELEVATOR PENTHOUSE64' -0"T.O ROOF STAIR PENTHOUSE71' -4"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"3a400AA.5BB.1CDEFGHI2a501S1S1S1S1S1S1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W3TYP.1TYP.12ATYP.2B3TYP.17TYP.8TYP.45A5TYP.6TYP.62B715TYP.103774' - 8 3/4"13' - 4"16'-4"13' - 4"4'-8"1919ALIGNALIGNTYP.2A2AALIGNTYP.ALIGNTYP.EQ. EQ.EQ. EQ.(HORIZONTAL)PANEL SPACING1'-6" TYPICAL5BALIGN(HORIZONTAL)PANEL SPACING6'-0" TYPICAL, U.N.O.ALIGNALIGN W/ C.L.OF WINDOWALIGNALIGN W/ C.L.OF WINDOW(VERTICAL)PANEL SPACING1'-4" TYPICALC.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.TYP.95A3a501215Ca3012a3011PANEL A -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(EIDER WHITE). SEE SPECIFICATIONS PANEL B -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(REPOSE GRAY). SEE SPECIFICATIONSPANEL C -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(MINDFUL GRAY). SEE SPECIFICATIONSPANEL D -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(IRON ORE). SEE SPECIFICATIONSPANEL 1 -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL (CHARCOAL). SEE SPECIFICATIONSPANEL 2 -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(TERRA DI SIENNA)LEGEND[EXTERIOR ELEVATIONS]A2GENERAL NOTES[EXTERIOR ELEVATIONS]1. COORDINATE EXACT LOCATIONS FOR ALL EXTERIOR WALL PENETRACTIONS AND WALL-MOUNTED EQUIPMENT WITH ARCHITECT. REFER TO EXTERIOR ELEVATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.2. ALL WALL PENETRACTIONS (INCLUDING BUT NOT LIMITED TO: PIPING, CONDUIT, LOUVERS, HVAC UNIT GRILLS, COVERS, ETC.) SHALL BE SHOP PAINTED TO MATCH THE ADJACENT EXTERIOR WALL FINISH, TYPICAL.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a301EXTERIOR ELEVATIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"EXTERIOR NORTH ELEVATION1SCALE: 1/8" = 1'-0"EXTERIOR EAST ELEVATION2KEY PLAN (NORTH AND EAST)ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 6.4mm [1/4"]GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"T.O ELEVATOR PENTHOUSE64' -0"T.O ROOF STAIR PENTHOUSE71' -4"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"3a4003a503AA.5BB.1CDEFGHI2a502W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1(HORIZONTAL)PANEL SPACING6'-0" TYPICAL, U.N.O.TYP.12ATYP.2BTYP.1TYP.6TYP.3TYP.2BTYP.3TYP.5B7715161617132A10101010TYP.18A4'-9"20'-8"6'-0"20'-0"5'-5"TYP.6C.J.C.J.C.J.C.J.C.J.C.J.ALIGNALIGNALIGNALIGNALIGN WITH C.L.OF WINDOWALIGN W/ C.L.OF WINDOWALIGN W/ C.L.OF WINDOW(HORIZONTAL)PANEL SPACING6'-0"TYPICAL, U.N.O.(VERTICAL)PANEL SPACING16" TYPICAL5TYP.1TYP.12A2021a3022a3021GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"T.O ROOF STAIR PENTHOUSE71' -4"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"2a4001a40012345677.68910111213141516S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1TYP.1TYP.2BTYP.13333TYP.4TYP.8TYP.17TYP.5B5BTYP.15TYP.15TYP.6TYP.62BTYP.116TYP.4TYP.8TYP.172A101010104'-9"14'-0"14'-0"20'-0"4'-0"5'-0"20'-8"18'-0"14'-0"14'-0"19'-4"18'-8"5'-5"(VERTICAL)PANEL SPACING16" TYPICAL18AC.J.C.J.C.J.C.J.11'-4"10'-8"10'-8"10'-8"17'-4"C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.TYP.18AALIGN W/ C.L.OF WINDOW(HORIZONTAL)PANEL SPACING6'-0" TYPICAL, U.N.O.ALIGN W/ C.L.OF WINDOWALIGN W/ C.L.OF WINDOWALIGNALIGNALIGNALIGNEQ. EQ.EQ.EQ.EQ.EQ.EQ.EQ.ALIGNALIGN W/ C.L.OF WINDOWALIGNALIGN W/ C.L.OF WINDOWALIGN6'-7"6'-7"6'-7"6'-7"6'-7"6'-7"TYP.1EQ.EQ.10'-8"213a5021a503TYP.5BTYP.5CA220PANEL A -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(EIDER WHITE). SEE SPECIFICATIONS PANEL B -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(REPOSE GRAY). SEE SPECIFICATIONSPANEL C -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(MINDFUL GRAY). SEE SPECIFICATIONSPANEL D -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(IRON ORE). SEE SPECIFICATIONSPANEL 1 -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL (CHARCOAL). SEE SPECIFICATIONSPANEL 2 -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(TERRA DI SIENNA)LEGEND[EXTERIOR ELEVATIONS]A2KEYNOTES[EXTERIOR ELEVATIONS]PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000 ARCHITECTURAL WALL PANEL -SMOOTH, FACTORY FINISHED, SEE LEGEND, MANUFACTURERS INSTALLATION INSTRUCTIONS.PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000. COLOR FINISH EQUAL TO REYNOBOND COLORWELD "CHARCOAL," SEE SPECIFICATIONS.PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000. COLOR FINISH EQUAL TO REYNOBOND COLORWELD 500 "TERRA DI SIENNA," SEE SPECIFICATIONS.4" x 8" x 16" GROUND-FACE CMU VENEER BASE EQUAL TO BARNES & CONE, COLOR/MIX: 'GALWAY GRAVEL' TYPICAL, SEE SPECIFICATIONS.PRE-CAST CONCRETE WINDOW SILL (GREY LIMESTONE), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-1), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-A), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-B), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-2), TYPICAL, SEE SPECIFICATIONS.THERMALLY-BROKEN ALUMINUM-CLAD WOOD DOUBLE-HUNG WINDOW, COLOR: CHARCOAL, TYPICAL, SEE WINDOW SCHEDULE AND SPECIFICATIONS.THERMALLY-BROKEN ALUMINUM CURTAIN WALL WITH GLASS, SOLID PANELS, OPERABLE EXTERIOR DOORS, ETC. COLOR: COLORWELD 500 CHARCOAL, TYPICAL, SEE CURTAIN WALL SCHEDULE AND SPECIFCATIONS.THERMALLY-BROKEN ALUMINUM AND GLASS EXTERIOR STOREFRONT WITH THERMALLY-BROKEN ALUMINUM AND GLASS FIXED / AWNING WINDOWS. COLOR: CHARCOAL, TYPICAL, SEE STOREFRONT SCHEDULE AND SPECIFICATIONS.CONTINUOUS VERTICAL MASONRY CONTROL JOINT, "C.J." ,TYPICAL.CONTINUOUS HORIZONTAL FIBER CEMENT CONTROL JOINT, "C.J." , TYPICAL AT EACH FLOOR LEVEL. REFER TO MANUFACTURER'S INSTALLATION MANUAL.12A2B3456789105A5B11121314151617RPZ DRAIN AND FDC LOCATION, SEE FIRE PROTECTION DRAWINGS. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.FIRE ALARM BELL LOCATION, SEE FIRE PROTECTION DRAWINGS.CANOPY, SEE SECTIONS AND STRUCTURAL DRAWINGS.GAS METER AND REGULATOR, PAINT PIPING TO MATCH WALL, SEE PLUMBING DRAWINGS.0.040" KYNAR FINISH ALUMINUM CONTINOUS BRAKE METAL FLASHING AND DRIP EDGE. TYPICAL AT TOP OF ALL BRICK MASONRY TERMINATIONS, SEE DETAILS.FIRE-RATED STRUCTURAL STEEL SUPPORTS, PAINT; AND CAST-IN-PLACE CONCRETE COLUMN BASE, SEE STRUCTURAL DRAWINGS.PAINTED STRUCTURAL STEEL LINTEL, SEE STRUCTURAL DRAWINGS."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT FIBER CEMENT PANEL BWALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT ALUMINUM PANEL 1WALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT ALUMINUM PANEL 2WALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL.0.040" KYNAR FINISH ALUMINUM BRAKE METAL TO MATCH COLOR FINISH OF CURTAIN WALL WHERE BUILDING STEPS BACK.PROVIDE ROOF LEADER WITH POWDER COAT FINISH TO MATCH COLORWELD 500 CHARCOAL, SEE ROOF PLAN. TIE INTO FOUNDATION DRAIN.FIXED ALUMINUM WALL LADDER WITH WALK-THROUGH EQUAL TO PRECISION LADDERS FOR PENTHOUSE ROOF ACCESS.18A1918B18C20215CA2A2GENERAL NOTES[EXTERIOR ELEVATIONS]1. COORDINATE EXACT LOCATIONS FOR ALL EXTERIOR WALL PENETRACTIONS AND WALL-MOUNTED EQUIPMENT WITH ARCHITECT. REFER TO EXTERIOR ELEVATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.2. ALL WALL PENETRACTIONS (INCLUDING BUT NOT LIMITED TO: PIPING, CONDUIT, LOUVERS, HVAC UNIT GRILLS, COVERS, ETC.) SHALL BE SHOP PAINTED TO MATCH THE ADJACENT EXTERIOR WALL FINISH, TYPICAL.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a302EXTERIOR ELEVATIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"EXTERIOR WEST ELEVATION2KEY PLAN (WEST AND SOUTH)SCALE: 1/8" = 1'-0"EXTERIOR SOUTH ELEVATION1ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"11617'-4" 10'-8" 10'-8" 10'-8" 11'-4"TYP.12A35B10C.J.C.J.C.J.C.J.(VERTICAL)PANEL SPACING16" TYPICAL15GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"1131415162'-0"11'-4"10'-8"10'-8"10'-8"17'-4"TYP.15B10C.J.C.J.C.J.C.J.(VERTICAL)PANEL SPACING16" TYPICAL(BEYOND)16TYP.2BROOF CURB CUT-BACK, SEE ROOF PLAN(HORIZONTAL)PANEL SPACING1'-6" TYPICALALIGN JOINTS WITH WINDOW HEAD AND SILL, SEE EAST ELEVATION, TYPICAL5Ca3032a3031a3034a3033GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"AA.5B11'-4"10'-8"10'-8"10'-8"17'-4"(VERTICAL)PANEL SPACING1'-4" TYPICALC.J.C.J.C.J.C.J.3152ATYP.1TYP.5BGROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"AA.5BB.1C2a501TYP.2B(HORIZONTAL)PANEL SPACING18" TYPICALPANEL SPACING, ALIGN WITH WINDOW HEAD / SILL, SEE NORTH ELEVATION 2'-0"11'-4"10'-8"10'-8"10'-8"17'-4"5CKEYNOTES[EXTERIOR ELEVATIONS]PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000 ARCHITECTURAL WALL PANEL -SMOOTH, FACTORY FINISHED, SEE LEGEND, MANUFACTURERS INSTALLATION INSTRUCTIONS.PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000. COLOR FINISH EQUAL TO REYNOBOND COLORWELD "CHARCOAL," SEE SPECIFICATIONS.PROVIDE AND INSTALL ARCHITECTURAL METAL WALL PANELS EQUAL TO KINGSPAN BENCHMARK DESIGNWALL 1000. COLOR FINISH EQUAL TO REYNOBOND COLORWELD 500 "TERRA DI SIENNA," SEE SPECIFICATIONS.4" x 8" x 16" GROUND-FACE CMU VENEER BASE EQUAL TO BARNES & CONE, COLOR/MIX: 'GALWAY GRAVEL' TYPICAL, SEE SPECIFICATIONS.PRE-CAST CONCRETE WINDOW SILL (GREY LIMESTONE), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-1), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-A), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-B), TYPICAL, SEE SPECIFICATIONS.8-INCH ALUMINUM COPING (COLOR FINISH TO MATCH PANEL-2), TYPICAL, SEE SPECIFICATIONS.THERMALLY-BROKEN ALUMINUM-CLAD WOOD DOUBLE-HUNG WINDOW, COLOR: CHARCOAL, TYPICAL, SEE WINDOW SCHEDULE AND SPECIFICATIONS.THERMALLY-BROKEN ALUMINUM CURTAIN WALL WITH GLASS, SOLID PANELS, OPERABLE EXTERIOR DOORS, ETC. COLOR: COLORWELD 500 CHARCOAL, TYPICAL, SEE CURTAIN WALL SCHEDULE AND SPECIFCATIONS.THERMALLY-BROKEN ALUMINUM AND GLASS EXTERIOR STOREFRONT WITH THERMALLY-BROKEN ALUMINUM AND GLASS FIXED / AWNING WINDOWS. COLOR: CHARCOAL, TYPICAL, SEE STOREFRONT SCHEDULE AND SPECIFICATIONS.CONTINUOUS VERTICAL MASONRY CONTROL JOINT, "C.J." ,TYPICAL.CONTINUOUS HORIZONTAL FIBER CEMENT CONTROL JOINT, "C.J." , TYPICAL AT EACH FLOOR LEVEL. REFER TO MANUFACTURER'S INSTALLATION MANUAL.12A2B3456789105A5B11121314151617RPZ DRAIN AND FDC LOCATION, SEE FIRE PROTECTION DRAWINGS. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.FIRE ALARM BELL LOCATION, SEE FIRE PROTECTION DRAWINGS.CANOPY, SEE SECTIONS AND STRUCTURAL DRAWINGS.GAS METER AND REGULATOR, PAINT PIPING TO MATCH WALL, SEE PLUMBING DRAWINGS.0.040" KYNAR FINISH ALUMINUM CONTINOUS BRAKE METAL FLASHING AND DRIP EDGE. TYPICAL AT TOP OF ALL BRICK MASONRY TERMINATIONS, SEE DETAILS.FIRE-RATED STRUCTURAL STEEL SUPPORTS, PAINT; AND CAST-IN-PLACE CONCRETE COLUMN BASE, SEE STRUCTURAL DRAWINGS.PAINTED STRUCTURAL STEEL LINTEL, SEE STRUCTURAL DRAWINGS."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT FIBER CEMENT PANEL BWALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT ALUMINUM PANEL 1WALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL."COMPACT SIZE" (28 1/8" WIDE x 32 1/4" HIGH) EXTERIOR WALL OPENING AND SHOP PAINTEDOUTSIDE GRILL (TO MATCH ADJACENT ALUMINUM PANEL 2WALL SURFACE). COORDINATE EXACT LOCATIONS AND COLORS WITH ARCHITECT PRIOR TO INSTALLATION, TYPICAL.0.040" KYNAR FINISH ALUMINUM BRAKE METAL TO MATCH COLOR FINISH OF CURTAIN WALL WHERE BUILDING STEPS BACK.PROVIDE ROOF LEADER WITH POWDER COAT FINISH TO MATCH COLORWELD 500 CHARCOAL, SEE ROOF PLAN. TIE INTO FOUNDATION DRAIN.FIXED ALUMINUM WALL LADDER WITH WALK-THROUGH EQUAL TO PRECISION LADDERS FOR PENTHOUSE ROOF ACCESS.18A1918B18C20215CA2A2PANEL A -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(EIDER WHITE). SEE SPECIFICATIONS PANEL B -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(REPOSE GRAY). SEE SPECIFICATIONSPANEL C -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(MINDFUL GRAY). SEE SPECIFICATIONSPANEL D -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(IRON ORE). SEE SPECIFICATIONSPANEL 1 -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL (CHARCOAL). SEE SPECIFICATIONSPANEL 2 -KINGSPAN DESIGNWALL 1000 ARCHITECTURAL WALL PANEL(TERRA DI SIENNA)LEGEND[EXTERIOR ELEVATIONS]A2GENERAL NOTES[EXTERIOR ELEVATIONS]1. COORDINATE EXACT LOCATIONS FOR ALL EXTERIOR WALL PENETRACTIONS AND WALL-MOUNTED EQUIPMENT WITH ARCHITECT. REFER TO EXTERIOR ELEVATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.2. ALL WALL PENETRACTIONS (INCLUDING BUT NOT LIMITED TO: PIPING, CONDUIT, LOUVERS, HVAC UNIT GRILLS, COVERS, ETC.) SHALL BE SHOP PAINTED TO MATCH THE ADJACENT EXTERIOR WALL FINISH, TYPICAL.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a303EXTERIOR ELEVATIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"EXTERIOR ELEVATION2SCALE: 1/8" = 1'-0"EXTERIOR ELEVATION1KEY PLAN (MISCELLANEOUS)SCALE: 1/8" = 1'-0"EXTERIOR ELEVATION4SCALE: 1/8" = 1'-0"EXTERIOR ELEVATION3ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 2a4002a4001a4001a40012345677.68910111213141516(TYPE 2)1-BEDROOMAPARTMENT213(TYPE 2)1-BEDROOMAPARTMENT313(TYPE 2)1-BEDROOMAPARTMENT413(TYPE 2)1-BEDROOMAPARTMENT513(TYPE 2)1-BEDROOMAPARTMENT511(TYPE 2)1-BEDROOMAPARTMENT411(TYPE 2)1-BEDROOMAPARTMENT311(TYPE 2)1-BEDROOMAPARTMENT211(TYPE 2A)1-BEDROOMAPARTMENT104(TYPE 2A)1-BEDROOMAPARTMENT103(TYPE 2A)1-BEDROOMAPARTMENT102(TYPE 1A)1-BEDROOMAPARTMENT101(TYPE 2)1-BEDROOMAPARTMENT209(TYPE 2)1-BEDROOMAPARTMENT309(TYPE 2)1-BEDROOMAPARTMENT409(TYPE 2)1-BEDROOMAPARTMENT509(TYPE 2)1-BEDROOMAPARTMENT507(TYPE 2)1-BEDROOMAPARTMENT407(TYPE 2)1-BEDROOMAPARTMENT307(TYPE 2)1-BEDROOMAPARTMENT207(TYPE 2)1-BEDROOMAPARTMENT205(TYPE 1)1-BEDROOMAPARTMENT305(TYPE 2)1-BEDROOMAPARTMENT405(TYPE 1)1-BEDROOMAPARTMENT505STAIR AA01STAIR AA02STAIR AA03STAIR AA04STAIR AA05STAIR AA06CORRIDOR100CMEN'S TOILET016COMMON LAUNDRY017(TYPE 2)1-BEDROOMAPARTMENT203(TYPE 2)1-BEDROOMAPARTMENT303(TYPE 2)1-BEDROOMAPARTMENT403(TYPE 2)1-BEDROOMAPARTMENT503CORRIDOR200CORRIDOR300CORRIDOR400CORRIDOR5003'-0"3'-0"3'-8"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3a5021a5033a4003a400AA.5BB.1CDEFSTAIR BB01STAIR BB02STAIR BB03STAIR BB04STAIR BB05CORRIDOR500CORRIDOR400CORRIDOR300CORRIDOR200(TYPE 2A)1-BEDROOMAPARTMENT104(TYPE 2)1-BEDROOMAPARTMENT211(TYPE 2)1-BEDROOMAPARTMENT311(TYPE 2)1-BEDROOMAPARTMENT411(TYPE 2)1-BEDROOMAPARTMENT5113'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-8"3a4003a400AA.5BB.1CDEFG(TYPE 2)1-BEDROOMAPARTMENT509(TYPE 2)1-BEDROOMAPARTMENT409(TYPE 2)1-BEDROOMAPARTMENT309(TYPE 2)1-BEDROOMAPARTMENT209(TYPE 2A)1-BEDROOMAPARTMENT103CORRIDOR100CCORRIDOR500CORRIDOR400CORRIDOR300CORRIDOR200(TYPE 2)1-BEDROOMAPARTMENT210(TYPE 2)1-BEDROOMAPARTMENT310(TYPE 2)1-BEDROOMAPARTMENT410(TYPE 2)1-BEDROOMAPARTMENT510BUILDING THERMAL ENVELOPE.LEGEND[BUILDING SECTIONS]planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a400BUILDING SECTIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"BUILDING SECTION3SCALE: 1/8" = 1'-0"BUILDING SECTION2SCALE: 1/8" = 1'-0"BUILDING SECTION1ADDENDUM #A2 2019.11.22A2 GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"T.O GRADE BEAM-2' -0"T.O. ROOF COPING60' -8"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"B.O RATEDASSEMBLY (GROUNDFLOOR)15' -5"B.O CEILING (2ND FLOOR)26' -6 3/4"B.O CEILING (5TH FLOOR)57' -10"T.O STRUCTURE (2ND FLOOR)16' -9 1/2"T.O STRUCTURE (3RD FLOOR)27' -10 1/2"T.O ROOF STRUCTURE59' -10 1/2"B.O CEILING(GROUND FLOOR)11' -5"8"GROUND FLOORWINDOW HEAD R.O.10' -8"GROUND FLOORWINDOW SILL R.O.2' -8"SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW HEAD R.O.25' -4"THIRD FLOOR WINDOW SILL R.O.30' -8"FIFTH FLOOR WINDOW HEAD R.O.57' -4"1"2'-0"HVACHVAC||(CHAMFERED SILL BLOCK)8"12345667777891011121314151618192123212324252627282827303132303335163621233738391"4041424344455152525253551323373839415620204243314227COMBUSTIBLE NON-COMBUSTIBLE3454183621214648504947223/4" AIR SPACE1 1/2" AIR SPACE62622'-0 1/2"2'-8"8"[WALL SECTIONS]1DEEP FOUNDATION (STEEL PILES), SEE STRUCTURAL DRAWINGS & GEOTECHNICAL REPORT.REINFORCED CAST-IN-PLACE PILE CAPS, GRADE BEAMS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS.CONTINUOUS, REINFORCED CAST-IN-PLACE CONCRETE WALL, SEE STRUCTURAL DRAWINGS.REINFORCED CONCRETE SLAB-ON-GRADE, SEE STRUCTURAL DRAWINGS.CONTINUOUS, 10-MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6-INCHES MINIMUM AT UNDERSIDE OF ENTIRE SLAB.MINIMUM 10-INCHES COMPACTED STRUCTURAL FILL, SEE STRUCTURAL DRAWINGS, ASSD SYSTEM DRAWINGS, AND GEOTECHNICAL REPORT.SUITABLE GRANULAR FILL-OR-SUITABLE NATIVE SOIL, SEE STRUCTURAL DRAWINGS AND GEOTECHNICAL REPORT. FINISHED GRADE, SEE CIVIL DRAWINGS, LANDSCAPE DRAWINGS, AND GEOTECHNICAL REPORT.1/2-INCH POLYURETHANE EXPANSION JOINT.UNDERDRAIN FOR STONE MULCH IN SELECT LOCATIONS AT BUILDING PERIMETER, SEE CIVIL DRAWINGS.3 5/8-INCH STANDARD CMU VENEER (BELOW GRADE), GROUT CAVITY SOLID UP TO UNDERSIDE OF WEEP FLASHING.3-INCH (R-15 MINIMUM) CONTINUOUS XPS RIGID INSULATION.3 5/8-INCH THICK, GROUND FACE CMU VENEER (ABOVE GRADE) WITH EXTERIOR-APPLIED CLEAR SEALANT (ABOVE GRADE). INSTALL CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AT 16-INCHES, O.C., VERTICALLY. INSTALL HB 2-SEAL THERMAL WING-NUT ANCHORS AT 16" O.C., VERTICALLY & 16-INCHES O.C., HORIZONTALLY.8-INCH HIGH, CONTINUOUS, MASONRY MORTAR NET.MASONRY WEEP HOLES AT 24-INCHES, O.C., MAXIMUM AT VERTICAL JOINTS. INSTALL CONTINUOUS ASPHALT COATED COPPER THROUGH-WALL FLASHING WITH INTEGRAL DRIP EDGE BELOW WEEPS AND EXTEND UP SHEATHING, 12-INCHES.1 1/2-INCH (R-7.5 MINIMUM) CONTINUOUS XPS RIGID INSULATION. 3-1/2-INCH (R-15.2 MINIMUM) CONTINUOUS XPS RIGID INSULATION (ABOVE GRADE MASS WALLS -STAIR B, NORTH AND WEST WALLS).5/8-INCH DENS ELEMENT GYPSUM BOARD SHEATHING WITH INTEGRAL WEATHER RESISTIVE BARRIER, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS.COLD-FORM METAL STUD FRAMING (CFMF) DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. FILL ENTIRE STUD CAVITY WITH R-13 MINIMUM, MINERAL WOOL BATT INSULATION.R-19 MINIMUM, KRAFT-FACED FIBERGLASS BATT INSULATION, FILL ENTIRE CAVITY.R-19 MINIMUM, RIGID MINERAL WOOL INSULATION BOARD EQUAL TO ROXUL: CAVITYROCK. FILL ENTIRE CAVITY.5/8-INCH THICK TYPE-X GYPSUM BOARD SHEATHING, PREP. PRIME, & PAINT, REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION.PRE-CAST CONCRETE SILL WITH INTEGRAL DRIP EDGE. SLOPE TOP SURFACE 1/4-INCH PER FOOT, MINIMUM.2x6 (NOMINAL) SOLID WOOD SILL/JAMB/HEAD BLOCKING, ENTIRE PERIMETER OF ROUGH OPENING. INSTALL FLASHING TAPE AT ENTIRE PERIMETER OF OPENING AND OVERLAP SEAMS BETWEEN BLOCKING AND SHEATHING.STEEL LINTEL, SEE STRUCTURAL DRAWINGS. INSTALL ASPHALT-COATED COPPER FLASHING WITH INTEGRAL DRIP EDGE OVER TOP OF LINTEL AND EXTEND UP SHEATHING, 12-INCHES.COLD-FORM METAL BOX HEADER, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. R-13 MINIMUM, CLOSED CELL SPRAY FOAM INSULATION, FILL ENTIRE HEADER CAVITY.SUSPENDED ACOUSTICAL CEILING SYSTEM, SEE FINISH PLANS.CONTINUOUS, 0.040-INCH THICK ALUMINUM COPING/FLASHING WITH INTEGRAL DRIP EDGE, SLOPE AT 1/4" PER FOOT. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.ARCHITECTURAL METAL WALL PANEL RAINSCREEN SYSTEM WITH (DRY-JOINT, ROUT AND RETURN), INSTALL PER MANUFACTURER REQUIREMENTS, SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.[NOT USED][NOT USED]COLD-FORM METAL DEFLECTION TOP TRACK, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. ATTACH TRACK TO STEEL BEAMS WITH COLD-FORM METAL Z-FURRING, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS.CLOSED CELL SPRAY FOAM INSULATION, SEE SPECIFICAITONS. R-13 MINIMUM AT FRAMED WALL LOCATIONS. R-30 MINUMUM AT ENTIRE UNDERSIDE OF EXTERIOR EXPOSED CONCRETE COMPOSITE SLAB.3-HOUR FIRE-RESISTANT-RATED, SPRAY APPLIED FIRE PROOFING EQUAL TO "UL P732", SP RE BEAM, TYPICAL AT ALL STEEL BEAMS, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.CONTINUOUS, 16-GAUGE MINIMUM, POUR STOP ENTIRE PERIMETER OF SLAB.2x6 (NOMINAL) PRESSURE-TREATED SOLE PLATE, SEE STRUCTURAL DRAWINGS.RAIN SCREEN CAVITY. 1x4 (NOMINAL) PRESSURE-TREATED SOLID WOOD FURRING/STRAPPING AT 16-INCHES, O.C., VERTICALLY (BEYOND).5/8-INCH THICK, APA-RATED, STRUCTURE I, EXPOSURE I, SHEATHING PANEL WITH INTEGRAL WEATHER RESISTANT BARRIER. TAPE ALL SEAMS AND FASTEN PANELS TO STUD FRAMING PER MANUFACTURER'S REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.2x2 (NOMINAL) SOLID WOOD NAILER, ENTIRE PERIMETER OF OPENING.ALUMINUM CLAD-WOOD, DOUBLE-HUNG WINDOW ASSEMBLY WITH FIXED TOP SASH, H-50/CW-50 RATED, SEE WINDOW SCHEDULE AND SPECIFICATIONS. REPLACE ALL VENT LATCHES WITH MANUFACTURER'S WINDOW OPENING CONTROL DEVICE COMPLYING WITH ASTM F-2090-10. DISABLE TILT-RELEASE FUNCTION AT ALL WINDOWS. WRAP INTERIOR PERIMETER OF ROUGH OPENING WITH 5/8-INCH TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME, & PAINT, SEE FINISH SCHEDULE.5/4-INCH (NOMINAL) MDF SILL AND 1x3 (NOMINAL) MDF APRON WITH EASED EDGES, FACTORY PRIMED AND FIELD PAINTED, REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION.WINDOW HEADER, SEE STRUCTURAL DRAWINGS. R-13 MINIMUM, CLOSED CELL SPRAY FOAM INSULATION, FILL ENTIRE CAVITY.SOFFIT WITH 2x SOLID WOOD FLAT STUD FRAMING AND TYPE-X GYPSUM BOARD SHEATHING TO ACCOMMODATE HVAC DUCTWORK, SEE CEILING PLANS AND REFER TO HVAC DRAWINGS FOR ADDITIONAL INFORMATION.CONTINUOUS, 2x (NOMINAL) SOLID WOOD DOUBLE TOP PLATE, SEE STRUCTURAL.CONTINUOUS RIM JOIST / HEADER, SEE STRUCTURAL DRAWINGS. PROVIDE 3-INCHES (R-13 MINIMUM) CLOSED CELL SPRAY FOAM INSULATION ENTIRE PERIMETER OF BUILDING.1-HOUR FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY, SEE FLOOR/CEILING/ROOF ASSEMBLY SCHEDULE.1-HOUR FIRE-RESISTANCE-RATED CEILING/ROOF ASSEMBLY, SEE FLOOR/CEILING/ROOF ASSEMBLY SCHEDULE.CONTINUOUS FULLY SELF-ADHERED 40-MIL AIR/VAPOR BARRIER AT ENTIRE ROOF, WRAP OVER PERIMETER WALL FRAMING, SEE SPECIFICATIONS. 1/2-INCH GYPSUM UNDERLAYMENT BOARD.R-30 MINIMUM, POLYISO ROOF INSULATION, SEE ROOF PLANS FOR ADDITIONAL INFORMATION.3/8-INCH GYPSUM OVERLAYMENT BOARD.23456789CONTINUOUS FULLY ADHERED, 60-MIL EPDM MEMBRANE ROOFING, ENTIRE ROOF, WRAP OVER PERIMETER WALL FRAMING / ROOF CURB.SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM, PREP., PRIME, AND PAINT, SEE FINISHES.FINISH FLOORING, SEE FINISH PLANS.3-CENTIMETER THICK, NATURAL QUARTZ SILL WITH EASED EDGES, SEE FINISHES.3-HOUR FIRE-RESISTANT-RATED, LIGHT WEIGHT COMPOSITE SLAB, SEE FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLY SECHEDULE AND STRUCTURAL DRAWINGS.WALL BASE, SEE FINISHES.ALUMINUM CLAD WOOD WINDOWS SEE WINDOW ELEVATIONS AND SCHEDULE. WRAP INTERIOR PERIMETER OF ROUGH OPENING WITH TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME, & PAINT, SEE FINISH SCHEDULE.5/8-INCH TYPE-X MOISTURE/MOLD RESISTANT, GLAS MAT REINFORCED GYPSUM BOARD SHEATHING.LINEAR SOLID WOOD CEILING, SEE MATERIAL LEGEND, FINISH PLANS AND SPECIFICATIONS.20 GA. 3-5/8-INCH METAL STUD KICKERS AT 24-INCHES O.C. MAX.CONTINUOUS EPS CANT STRIP.THERMALLY-BROKEN, ALUMINUM AND GLASS CURTAIN WALL. SEE CURTAIN WALL SCHEDULE AND SPECIFICATIONS.VENT STRIP.FLUID APPLIED WEATHER RESISTIVE BARRIER (WRB), SEE SPECIFICATIONS.KEYNOTES50511011121314151618192021222324252627282930313233343536375253545556575828A59606120A414243444546483940384749176263A2A2GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"T.O GRADE BEAM-2' -0"T.O. ROOF COPING60' -8"T.O TOWER ROOF COPING62' -8"T.O. MASONRY12' -8"B.O CEILING (2ND FLOOR)26' -6 3/4"B.O CEILING (5TH FLOOR)57' -10"T.O STRUCTURE (2ND FLOOR)16' -9 1/2"T.O ROOF STRUCTURE59' -10 1/2"B.O CEILING(GROUND FLOOR)11' -5"16SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW HEAD R.O.25' -4"THIRD FLOOR WINDOW SILL R.O.30' -8"FIFTH FLOOR WINDOW HEAD R.O.57' -4"1"3 1/2"+/- 3 5/8" RECESS1234567891071216183718192"162121252339525238-4436COMBUSTIBLE NON-COMBUSTIBLE772033303231353125253058581832402042271643392023372738274051|4520424334SAME EXCEPT 2x10 IN LIEU OF 2x6 SAME EXCEPT 2x10 IN LIEU OF 2x627SAME EXCEPT 2x10 IN LIEU OF 2x631464850363628SOFFIT TRANSITION WEEP & BAFFLE EQ. EQ.284228WRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH CURTAIN WALL COLOR49471'-6"59608"2762GROUND FLOOR0' -0"SECOND FLOOR17' -4"THIRD FLOOR28' -0"T.O GRADE BEAM-2' -0"T.O. ROOF COPING60' -8"T.O. MASONRY12' -8"B.O CEILING (5TH FLOOR)57' -10"T.O CURTAIN WALL57' -10"T.O STRUCTURE (2ND FLOOR)16' -9 1/2"B.O CEILING(GROUND FLOOR)11' -5"SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW HEAD R.O.25' -4"THIRD FLOOR WINDOW SILL R.O.30' -8"FIFTH FLOOR WINDOW HEAD R.O.57' -4"1'-6"2"12377771012456986162023252158303230595226262728273133353652464850494736-4560393942-44-44555555STAND STUDS OFF CURTAIN WALL 1-INCH TO PREVENT THERMAL BRIDGINGTYP.6120A20ATYP.618"COMBUSTIBLE NON-COMBUSTIBLE62A2planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a501WALL SECTIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 3/4" = 1'-0"WALL SECTION1SCALE: 3/4" = 1'-0"WALL SECTION2SCALE: 3/4" = 1'-0"WALL SECTION3ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2A2A2 [WALL SECTIONS]1DEEP FOUNDATION (STEEL PILES), SEE STRUCTURAL DRAWINGS & GEOTECHNICAL REPORT.REINFORCED CAST-IN-PLACE PILE CAPS, GRADE BEAMS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS.CONTINUOUS, REINFORCED CAST-IN-PLACE CONCRETE WALL, SEE STRUCTURAL DRAWINGS.REINFORCED CONCRETE SLAB-ON-GRADE, SEE STRUCTURAL DRAWINGS.CONTINUOUS, 10-MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6-INCHES MINIMUM AT UNDERSIDE OF ENTIRE SLAB.MINIMUM 10-INCHES COMPACTED STRUCTURAL FILL, SEE STRUCTURAL DRAWINGS, ASSD SYSTEM DRAWINGS, AND GEOTECHNICAL REPORT.SUITABLE GRANULAR FILL-OR-SUITABLE NATIVE SOIL, SEE STRUCTURAL DRAWINGS AND GEOTECHNICAL REPORT. FINISHED GRADE, SEE CIVIL DRAWINGS, LANDSCAPE DRAWINGS, AND GEOTECHNICAL REPORT.1/2-INCH POLYURETHANE EXPANSION JOINT.UNDERDRAIN FOR STONE MULCH IN SELECT LOCATIONS AT BUILDING PERIMETER, SEE CIVIL DRAWINGS.3 5/8-INCH STANDARD CMU VENEER (BELOW GRADE), GROUT CAVITY SOLID UP TO UNDERSIDE OF WEEP FLASHING.3-INCH (R-15 MINIMUM) CONTINUOUS XPS RIGID INSULATION.3 5/8-INCH THICK, GROUND FACE CMU VENEER (ABOVE GRADE) WITH EXTERIOR-APPLIED CLEAR SEALANT (ABOVE GRADE). INSTALL CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AT 16-INCHES, O.C., VERTICALLY. INSTALL HB 2-SEAL THERMAL WING-NUT ANCHORS AT 16" O.C., VERTICALLY & 16-INCHES O.C., HORIZONTALLY.8-INCH HIGH, CONTINUOUS, MASONRY MORTAR NET.MASONRY WEEP HOLES AT 24-INCHES, O.C., MAXIMUM AT VERTICAL JOINTS. INSTALL CONTINUOUS ASPHALT COATED COPPER THROUGH-WALL FLASHING WITH INTEGRAL DRIP EDGE BELOW WEEPS AND EXTEND UP SHEATHING, 12-INCHES.1 1/2-INCH (R-7.5 MINIMUM) CONTINUOUS XPS RIGID INSULATION. 3-1/2-INCH (R-15.2 MINIMUM) CONTINUOUS XPS RIGID INSULATION (ABOVE GRADE MASS WALLS -STAIR B, NORTH AND WEST WALLS).5/8-INCH DENS ELEMENT GYPSUM BOARD SHEATHING WITH INTEGRAL WEATHER RESISTIVE BARRIER, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS.COLD-FORM METAL STUD FRAMING (CFMF) DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. FILL ENTIRE STUD CAVITY WITH R-13 MINIMUM, MINERAL WOOL BATT INSULATION.R-19 MINIMUM, KRAFT-FACED FIBERGLASS BATT INSULATION, FILL ENTIRE CAVITY.R-19 MINIMUM, RIGID MINERAL WOOL INSULATION BOARD EQUAL TO ROXUL: CAVITYROCK. FILL ENTIRE CAVITY.5/8-INCH THICK TYPE-X GYPSUM BOARD SHEATHING, PREP. PRIME, & PAINT, REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION.PRE-CAST CONCRETE SILL WITH INTEGRAL DRIP EDGE. SLOPE TOP SURFACE 1/4-INCH PER FOOT, MINIMUM.2x6 (NOMINAL) SOLID WOOD SILL/JAMB/HEAD BLOCKING, ENTIRE PERIMETER OF ROUGH OPENING. INSTALL FLASHING TAPE AT ENTIRE PERIMETER OF OPENING AND OVERLAP SEAMS BETWEEN BLOCKING AND SHEATHING.STEEL LINTEL, SEE STRUCTURAL DRAWINGS. INSTALL ASPHALT-COATED COPPER FLASHING WITH INTEGRAL DRIP EDGE OVER TOP OF LINTEL AND EXTEND UP SHEATHING, 12-INCHES.COLD-FORM METAL BOX HEADER, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. R-13 MINIMUM, CLOSED CELL SPRAY FOAM INSULATION, FILL ENTIRE HEADER CAVITY.SUSPENDED ACOUSTICAL CEILING SYSTEM, SEE FINISH PLANS.CONTINUOUS, 0.040-INCH THICK ALUMINUM COPING/FLASHING WITH INTEGRAL DRIP EDGE, SLOPE AT 1/4" PER FOOT. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.ARCHITECTURAL METAL WALL PANEL RAINSCREEN SYSTEM WITH (DRY-JOINT, ROUT AND RETURN), INSTALL PER MANUFACTURER REQUIREMENTS, SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.[NOT USED][NOT USED]COLD-FORM METAL DEFLECTION TOP TRACK, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. ATTACH TRACK TO STEEL BEAMS WITH COLD-FORM METAL Z-FURRING, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS.CLOSED CELL SPRAY FOAM INSULATION, SEE SPECIFICAITONS. R-13 MINIMUM AT FRAMED WALL LOCATIONS. R-30 MINUMUM AT ENTIRE UNDERSIDE OF EXTERIOR EXPOSED CONCRETE COMPOSITE SLAB.3-HOUR FIRE-RESISTANT-RATED, SPRAY APPLIED FIRE PROOFING EQUAL TO "UL P732", SP RE BEAM, TYPICAL AT ALL STEEL BEAMS, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.CONTINUOUS, 16-GAUGE MINIMUM, POUR STOP ENTIRE PERIMETER OF SLAB.2x6 (NOMINAL) PRESSURE-TREATED SOLE PLATE, SEE STRUCTURAL DRAWINGS.RAIN SCREEN CAVITY. 1x4 (NOMINAL) PRESSURE-TREATED SOLID WOOD FURRING/STRAPPING AT 16-INCHES, O.C., VERTICALLY (BEYOND).5/8-INCH THICK, APA-RATED, STRUCTURE I, EXPOSURE I, SHEATHING PANEL WITH INTEGRAL WEATHER RESISTANT BARRIER. TAPE ALL SEAMS AND FASTEN PANELS TO STUD FRAMING PER MANUFACTURER'S REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.2x2 (NOMINAL) SOLID WOOD NAILER, ENTIRE PERIMETER OF OPENING.ALUMINUM CLAD-WOOD, DOUBLE-HUNG WINDOW ASSEMBLY WITH FIXED TOP SASH, H-50/CW-50 RATED, SEE WINDOW SCHEDULE AND SPECIFICATIONS. REPLACE ALL VENT LATCHES WITH MANUFACTURER'S WINDOW OPENING CONTROL DEVICE COMPLYING WITH ASTM F-2090-10. DISABLE TILT-RELEASE FUNCTION AT ALL WINDOWS. WRAP INTERIOR PERIMETER OF ROUGH OPENING WITH 5/8-INCH TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME, & PAINT, SEE FINISH SCHEDULE.5/4-INCH (NOMINAL) MDF SILL AND 1x3 (NOMINAL) MDF APRON WITH EASED EDGES, FACTORY PRIMED AND FIELD PAINTED, REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION.WINDOW HEADER, SEE STRUCTURAL DRAWINGS. R-13 MINIMUM, CLOSED CELL SPRAY FOAM INSULATION, FILL ENTIRE CAVITY.SOFFIT WITH 2x SOLID WOOD FLAT STUD FRAMING AND TYPE-X GYPSUM BOARD SHEATHING TO ACCOMMODATE HVAC DUCTWORK, SEE CEILING PLANS AND REFER TO HVAC DRAWINGS FOR ADDITIONAL INFORMATION.CONTINUOUS, 2x (NOMINAL) SOLID WOOD DOUBLE TOP PLATE, SEE STRUCTURAL.CONTINUOUS RIM JOIST / HEADER, SEE STRUCTURAL DRAWINGS. PROVIDE 3-INCHES (R-13 MINIMUM) CLOSED CELL SPRAY FOAM INSULATION ENTIRE PERIMETER OF BUILDING.1-HOUR FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY, SEE FLOOR/CEILING/ROOF ASSEMBLY SCHEDULE.1-HOUR FIRE-RESISTANCE-RATED CEILING/ROOF ASSEMBLY, SEE FLOOR/CEILING/ROOF ASSEMBLY SCHEDULE.CONTINUOUS FULLY SELF-ADHERED 40-MIL AIR/VAPOR BARRIER AT ENTIRE ROOF, WRAP OVER PERIMETER WALL FRAMING, SEE SPECIFICATIONS. 1/2-INCH GYPSUM UNDERLAYMENT BOARD.R-30 MINIMUM, POLYISO ROOF INSULATION, SEE ROOF PLANS FOR ADDITIONAL INFORMATION.3/8-INCH GYPSUM OVERLAYMENT BOARD.23456789CONTINUOUS FULLY ADHERED, 60-MIL EPDM MEMBRANE ROOFING, ENTIRE ROOF, WRAP OVER PERIMETER WALL FRAMING / ROOF CURB.SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM, PREP., PRIME, AND PAINT, SEE FINISHES.FINISH FLOORING, SEE FINISH PLANS.3-CENTIMETER THICK, NATURAL QUARTZ SILL WITH EASED EDGES, SEE FINISHES.3-HOUR FIRE-RESISTANT-RATED, LIGHT WEIGHT COMPOSITE SLAB, SEE FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLY SECHEDULE AND STRUCTURAL DRAWINGS.WALL BASE, SEE FINISHES.ALUMINUM CLAD WOOD WINDOWS SEE WINDOW ELEVATIONS AND SCHEDULE. WRAP INTERIOR PERIMETER OF ROUGH OPENING WITH TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME, & PAINT, SEE FINISH SCHEDULE.5/8-INCH TYPE-X MOISTURE/MOLD RESISTANT, GLAS MAT REINFORCED GYPSUM BOARD SHEATHING.LINEAR SOLID WOOD CEILING, SEE MATERIAL LEGEND, FINISH PLANS AND SPECIFICATIONS.20 GA. 3-5/8-INCH METAL STUD KICKERS AT 24-INCHES O.C. MAX.CONTINUOUS EPS CANT STRIP.THERMALLY-BROKEN, ALUMINUM AND GLASS CURTAIN WALL. SEE CURTAIN WALL SCHEDULE AND SPECIFICATIONS.VENT STRIP.FLUID APPLIED WEATHER RESISTIVE BARRIER (WRB), SEE SPECIFICATIONS.KEYNOTES50511011121314151618192021222324252627282930313233343536375253545556575828A59606120A414243444546483940384749176263A2A2GROUND FLOOR0' -0"FOURTH FLOOR38' -8"T.O GRADE BEAM-2' -0"T.O. ROOF COPING60' -8"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"B.O CEILING (5TH FLOOR)57' -10"AFIFTH FLOOR WINDOW HEAD R.O.57' -4"FOURTH FLOOR WINDOW SILL R.O.41' -4"FACE OF BLOCK10 1/2"8"1777710222'-0" 8"66121189455215131413(CHAMFERED SILL BLOCK)27282728a5032SIM.a5032SIM.35171 5/8" AIR SPACE100% SOLID CMU SILL BLOCKCMU LINTEL BLOCK. SEE STRUCTURALSTANDARD CMU STAIR SHAFT, SEE STRUCTURALWOOD STAIR STRUCTURE ABOVE SECOND FLOOR, SEE STRUCTURAL DRAWINGS. PROVIDE VAPOR SEPERATION BETWEEN CMU AND WOOD FRAMING6128312762464748495043-45515231314263GROUND FLOOR0' -0"SECOND FLOOR17' -4"T.O GRADE BEAM-2' -0"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"T.O STRUCTURE (2ND FLOOR)16' -9 1/2"B.O CEILING(GROUND FLOOR)11' -5"1120 GA. 3-5/8" METAL STUD FRAMING @ 16" O.C.16 GA. 1-5/8" METAL STUD FRAMING @ 16" O.C.183514 GA. 1-7/8" x 4-7/8" x 6" EXTENDED UNI-CLIP (UXRC) RIGID CONNECTION CLIP @ 16" O.C.2827WRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH ALUMINUM PANEL COLOR.2746TAPERED ROOF INSULATION, SLOPE TOWARD ROOF DRAIN.50EXTEND ROOFING MEMBRANE (OVER TOP OF WATERPROOFING MEMBRANE, TAPE SEAM) UP WALL MIN. 6" AND TERMINATE INTO STAINLESS STEEL TERMINATION BAR.ROOF DRAIN, TIE INTO FOUNDATION DRAIN, SEE ROOF PLAN, PLUMBING PLAN, EXTERIOR ELEVATIONS AND SPECIFICATIONS. 18WRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH CURTAIN WALL COLOR25256117777668451232952595831303318363528203452COMBUSTIBLE NON-COMBUSTIBLE32211'-6"588"2"7'-0"T.O. ROOF COPING60' -8"T.O ROOF STAIR PENTHOUSE71' -4"B.O CEILING (5TH FLOOR)57' -10"+/- 6 1/2" V.I.F.1 3/4"RETURN EPDM ROOFING MEMBRANE UP WALL AND TERMINATE MECHANICALLY. SEE CARLISLE DETAIL 9D2835171763STANDARD CMU SHAFT, SEE STRUCTURAL2762ROOF SCUPPER, SEE ROOF PLAN AND CARLISLE TYPICAL DETAILS272x6 WOOD STUD423143622x4 WOOD STUDS WITH 1/2" PLYWOOD BETWEEN (MATCH THICKNESS OF INSULATION-454647484950-45DOOR, SEE DOOR SCHEDULEDOOR FRAME, SEE DOOR SCHEDULE2x SOLID WOOD BLOCKING, CONTINOUS AT ENTIRE OPENINGCMU LINTEL BLOCK, SEE STRUCTURALSTAIR STRUCTURE, SEE STRUCTURALDOOR THRESHOLD, SEE SPECIFICATIONS2x SOLID WOOD BLOCKING27TAPERED ROOF INSULATION WHERE REQUIRED. SLOPE ROOF AWAY FROM STAIR SHAFT AT 1/4" PER 12". SEE ROOF PLAN241 SFSTAIR AA06234 SFSTAIR AA058"planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a502WALL SECTIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 3/4" = 1'-0"WALL SECTION1SCALE: 3/4" = 1'-0"WALL SECTION2SCALE: 3/4" = 1'-0"WALL SECTION3ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2A2 SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW HEAD R.O.25' -4"ARCHITECTURAL METAL PANELS, SEE EXTERIOR ELEVATIONSSLOPE SURFACE AT 1/4" PER 12"SLOPE SURFACE AT 1/4" PER 12"WOOD SHEATHING WITH INTEGRAL WEATHER RESISTIVE BARRIER2x4 WOOD STUDSFACE OF SHEATHING+/- 10 1/2"DOUBLE HUNG WINDOW, SEE EXTERIOR ELEVATIONS AND WINDOW SCHEDULECLOSED CELL SPRAY FOAM INSULATION, SEE SPECIFICAITONS. R-13 MINIMUMCLOSED CELL SPRAY FOAM INSULATION, SEE SPECIFICAITONS. R-13 MINIMUMWRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH ALUMINUM PANEL COLOR. TAPE SEAM AT WRB TO FLASHINGWRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH ALUMINUM PANEL COLOR. TAPE SEAM AT WRB TO FLASHINGWRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH ALUMINUM PANEL COLOR. TAPE SEAM AT WRB TO FLASHING1'-4"1'-4"GROUND FLOOR0' -0"SECOND FLOOR17' -4"T.O GRADE BEAM-2' -0"B.O. FIBER CEMENT14' -8"T.O. MASONRY12' -8"T.O STRUCTURE (2ND FLOOR)16' -9 1/2"115'-6"6"3'-0"3'-6"172766CURBING, SIDEWALK AND DRIVEWAY, SEE LANDSCAPE AND CIVIL DRAWINGS2CONCRETE COLUMN BASE, SEE STRUCTURAL DRAWINGSSTRUCTURAL STEEL V-COLUMN WITH 3-HOUR FIRE-PROOFING, AND EPOXY PAINTED STEEL JACKET, SEE STRUCTURAL DRAWINGS3227WRAP WITH 0.040 ALUMINUM BRAKE METAL TO MATCH CEILING COLOR31303031283516253433COMBUSTIBLE NON-COMBUSTIBLEMETAL CEILING / SOFFIT PANEL SYSTEM, SEE REFLECTED CEILING PLANS AND SPECIFICAITONS. 54523618186"B2a501INTERIOR PARTITION, SEE INTERIOR PARTITION ASSEMBLY SCHEDULE2x10 WOOD STUDS2x6 WOOD STUDSALIGN EXTERIOR FACEALIGN INTERIOR FACE2x6 WOOD STUDS2x6 WOOD STUDS2x10 WOOD STUDSALIGN EXTERIOR FACE16ACURTAIN WALL, SEE CURTIAN WALL SCHEDULECONTINUOUS 0.040-INCH THICK ALUMINUM BRAKE METAL WITH INTEGRAL DRIP EDGE TO MATCH ALUMINUM COMPOSITE PANELS[WALL SECTIONS]1DEEP FOUNDATION (STEEL PILES), SEE STRUCTURAL DRAWINGS & GEOTECHNICAL REPORT.REINFORCED CAST-IN-PLACE PILE CAPS, GRADE BEAMS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS.CONTINUOUS, REINFORCED CAST-IN-PLACE CONCRETE WALL, SEE STRUCTURAL DRAWINGS.REINFORCED CONCRETE SLAB-ON-GRADE, SEE STRUCTURAL DRAWINGS.CONTINUOUS, 10-MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6-INCHES MINIMUM AT UNDERSIDE OF ENTIRE SLAB.MINIMUM 10-INCHES COMPACTED STRUCTURAL FILL, SEE STRUCTURAL DRAWINGS, ASSD SYSTEM DRAWINGS, AND GEOTECHNICAL REPORT.SUITABLE GRANULAR FILL-OR-SUITABLE NATIVE SOIL, SEE STRUCTURAL DRAWINGS AND GEOTECHNICAL REPORT. FINISHED GRADE, SEE CIVIL DRAWINGS, LANDSCAPE DRAWINGS, AND GEOTECHNICAL REPORT.1/2-INCH POLYURETHANE EXPANSION JOINT.UNDERDRAIN FOR STONE MULCH IN SELECT LOCATIONS AT BUILDING PERIMETER, SEE CIVIL DRAWINGS.3 5/8-INCH STANDARD CMU VENEER (BELOW GRADE), GROUT CAVITY SOLID UP TO UNDERSIDE OF WEEP FLASHING.3-INCH (R-15 MINIMUM) CONTINUOUS XPS RIGID INSULATION.3 5/8-INCH THICK, GROUND FACE CMU VENEER (ABOVE GRADE) WITH EXTERIOR-APPLIED CLEAR SEALANT (ABOVE GRADE). INSTALL CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AT 16-INCHES, O.C., VERTICALLY. INSTALL HB 2-SEAL THERMAL WING-NUT ANCHORS AT 16" O.C., VERTICALLY & 16-INCHES O.C., HORIZONTALLY.8-INCH HIGH, CONTINUOUS, MASONRY MORTAR NET.MASONRY WEEP HOLES AT 24-INCHES, O.C., MAXIMUM AT VERTICAL JOINTS. INSTALL CONTINUOUS ASPHALT COATED COPPER THROUGH-WALL FLASHING WITH INTEGRAL DRIP EDGE BELOW WEEPS AND EXTEND UP SHEATHING, 12-INCHES.1 1/2-INCH (R-7.5 MINIMUM) CONTINUOUS XPS RIGID INSULATION. 3-1/2-INCH (R-15.2 MINIMUM) CONTINUOUS XPS RIGID INSULATION (ABOVE GRADE MASS WALLS -STAIR B, NORTH AND WEST WALLS).5/8-INCH DENS ELEMENT GYPSUM BOARD SHEATHING WITH INTEGRAL WEATHER RESISTIVE BARRIER, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS.COLD-FORM METAL STUD FRAMING (CFMF) DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. FILL ENTIRE STUD CAVITY WITH R-13 MINIMUM, MINERAL WOOL BATT INSULATION.R-19 MINIMUM, KRAFT-FACED FIBERGLASS BATT INSULATION, FILL ENTIRE CAVITY.R-19 MINIMUM, RIGID MINERAL WOOL INSULATION BOARD EQUAL TO ROXUL: CAVITYROCK. FILL ENTIRE CAVITY.5/8-INCH THICK TYPE-X GYPSUM BOARD SHEATHING, PREP. PRIME, & PAINT, REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION.PRE-CAST CONCRETE SILL WITH INTEGRAL DRIP EDGE. SLOPE TOP SURFACE 1/4-INCH PER FOOT, MINIMUM.2x6 (NOMINAL) SOLID WOOD SILL/JAMB/HEAD BLOCKING, ENTIRE PERIMETER OF ROUGH OPENING. INSTALL FLASHING TAPE AT ENTIRE PERIMETER OF OPENING AND OVERLAP SEAMS BETWEEN BLOCKING AND SHEATHING.STEEL LINTEL, SEE STRUCTURAL DRAWINGS. INSTALL ASPHALT-COATED COPPER FLASHING WITH INTEGRAL DRIP EDGE OVER TOP OF LINTEL AND EXTEND UP SHEATHING, 12-INCHES.COLD-FORM METAL BOX HEADER, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. R-13 MINIMUM, CLOSED CELL SPRAY FOAM INSULATION, FILL ENTIRE HEADER CAVITY.SUSPENDED ACOUSTICAL CEILING SYSTEM, SEE FINISH PLANS.CONTINUOUS, 0.040-INCH THICK ALUMINUM COPING/FLASHING WITH INTEGRAL DRIP EDGE, SLOPE AT 1/4" PER FOOT. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.ARCHITECTURAL METAL WALL PANEL RAINSCREEN SYSTEM WITH (DRY-JOINT, ROUT AND RETURN), INSTALL PER MANUFACTURER REQUIREMENTS, SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.[NOT USED][NOT USED]COLD-FORM METAL DEFLECTION TOP TRACK, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS. ATTACH TRACK TO STEEL BEAMS WITH COLD-FORM METAL Z-FURRING, DESIGNED BY A NYS LICENSED PROFESSIONAL ENGINEER PROVIDED BY METAL STUD MANUFACTUER, SEE SPECIFICATIONS.CLOSED CELL SPRAY FOAM INSULATION, SEE SPECIFICAITONS. R-13 MINIMUM AT FRAMED WALL LOCATIONS. R-30 MINUMUM AT ENTIRE UNDERSIDE OF EXTERIOR EXPOSED CONCRETE COMPOSITE SLAB.3-HOUR FIRE-RESISTANT-RATED, SPRAY APPLIED FIRE PROOFING EQUAL TO "UL P732", SP RE BEAM, TYPICAL AT ALL STEEL BEAMS, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.CONTINUOUS, 16-GAUGE MINIMUM, POUR STOP ENTIRE PERIMETER OF SLAB.2x6 (NOMINAL) PRESSURE-TREATED SOLE PLATE, SEE STRUCTURAL DRAWINGS.RAIN SCREEN CAVITY. 1x4 (NOMINAL) PRESSURE-TREATED SOLID WOOD FURRING/STRAPPING AT 16-INCHES, O.C., VERTICALLY (BEYOND).5/8-INCH THICK, APA-RATED, STRUCTURE I, EXPOSURE I, SHEATHING PANEL WITH INTEGRAL WEATHER RESISTANT BARRIER. TAPE ALL SEAMS AND FASTEN PANELS TO STUD FRAMING PER MANUFACTURER'S REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.2x2 (NOMINAL) SOLID WOOD NAILER, ENTIRE PERIMETER OF OPENING.ALUMINUM CLAD-WOOD, DOUBLE-HUNG WINDOW ASSEMBLY WITH FIXED TOP SASH, H-50/CW-50 RATED, SEE WINDOW SCHEDULE AND SPECIFICATIONS. REPLACE ALL VENT LATCHES WITH MANUFACTURER'S WINDOW OPENING CONTROL DEVICE COMPLYING WITH ASTM F-2090-10. DISABLE TILT-RELEASE FUNCTION AT ALL WINDOWS. WRAP INTERIOR PERIMETER OF ROUGH OPENING WITH 5/8-INCH TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME, & PAINT, SEE FINISH SCHEDULE.5/4-INCH (NOMINAL) MDF SILL AND 1x3 (NOMINAL) MDF APRON WITH EASED EDGES, FACTORY PRIMED AND FIELD PAINTED, REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION.WINDOW HEADER, SEE STRUCTURAL DRAWINGS. R-13 MINIMUM, CLOSED CELL SPRAY FOAM INSULATION, FILL ENTIRE CAVITY.SOFFIT WITH 2x SOLID WOOD FLAT STUD FRAMING AND TYPE-X GYPSUM BOARD SHEATHING TO ACCOMMODATE HVAC DUCTWORK, SEE CEILING PLANS AND REFER TO HVAC DRAWINGS FOR ADDITIONAL INFORMATION.CONTINUOUS, 2x (NOMINAL) SOLID WOOD DOUBLE TOP PLATE, SEE STRUCTURAL.CONTINUOUS RIM JOIST / HEADER, SEE STRUCTURAL DRAWINGS. PROVIDE 3-INCHES (R-13 MINIMUM) CLOSED CELL SPRAY FOAM INSULATION ENTIRE PERIMETER OF BUILDING.1-HOUR FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY, SEE FLOOR/CEILING/ROOF ASSEMBLY SCHEDULE.1-HOUR FIRE-RESISTANCE-RATED CEILING/ROOF ASSEMBLY, SEE FLOOR/CEILING/ROOF ASSEMBLY SCHEDULE.CONTINUOUS FULLY SELF-ADHERED 40-MIL AIR/VAPOR BARRIER AT ENTIRE ROOF, WRAP OVER PERIMETER WALL FRAMING, SEE SPECIFICATIONS. 1/2-INCH GYPSUM UNDERLAYMENT BOARD.R-30 MINIMUM, POLYISO ROOF INSULATION, SEE ROOF PLANS FOR ADDITIONAL INFORMATION.3/8-INCH GYPSUM OVERLAYMENT BOARD.23456789CONTINUOUS FULLY ADHERED, 60-MIL EPDM MEMBRANE ROOFING, ENTIRE ROOF, WRAP OVER PERIMETER WALL FRAMING / ROOF CURB.SUSPENDED TYPE-X GYPSUM BOARD CEILING SYSTEM, PREP., PRIME, AND PAINT, SEE FINISHES.FINISH FLOORING, SEE FINISH PLANS.3-CENTIMETER THICK, NATURAL QUARTZ SILL WITH EASED EDGES, SEE FINISHES.3-HOUR FIRE-RESISTANT-RATED, LIGHT WEIGHT COMPOSITE SLAB, SEE FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLY SECHEDULE AND STRUCTURAL DRAWINGS.WALL BASE, SEE FINISHES.ALUMINUM CLAD WOOD WINDOWS SEE WINDOW ELEVATIONS AND SCHEDULE. WRAP INTERIOR PERIMETER OF ROUGH OPENING WITH TYPE-X GYPSUM BOARD SHEATHING, PREP., PRIME, & PAINT, SEE FINISH SCHEDULE.5/8-INCH TYPE-X MOISTURE/MOLD RESISTANT, GLAS MAT REINFORCED GYPSUM BOARD SHEATHING.LINEAR SOLID WOOD CEILING, SEE MATERIAL LEGEND, FINISH PLANS AND SPECIFICATIONS.20 GA. 3-5/8-INCH METAL STUD KICKERS AT 24-INCHES O.C. MAX.CONTINUOUS EPS CANT STRIP.THERMALLY-BROKEN, ALUMINUM AND GLASS CURTAIN WALL. SEE CURTAIN WALL SCHEDULE AND SPECIFICATIONS.VENT STRIP.FLUID APPLIED WEATHER RESISTIVE BARRIER (WRB), SEE SPECIFICATIONS.KEYNOTES50511011121314151618192021222324252627282930313233343536375253545556575828A59606120A414243444546483940384749176263A2A21 1/2"AIR SPACE1 5/8" AIR SPACE3-1/2-INCH (R-15.2 MINIMUM) RIGID INSULATIONALIGN CMU VENEER BLOCK AT CMU WALL ASSEMBLY AND METAL STUD WALL ASSEMBLY, AIR SPACE VARIES, SEE DETAILS1-1/2-INCH (R-7.5 MINIMUM) RIGID INSULATIONCMU PILASTER, SEE STRUCTURALCMU ENCLOSURE, SEE STRUCTURAL, PAINT, SEE SPECIFICATIONS.FLUID APPLIED WEATHER RESISTIVE BARRIER (WRB), SEE SPECIFICATIONS. WRAP WRB AROUND METAL STUDS FOR SEAMLESS INTEGRATION TO GYPUSM BOARD SHEATHING WITH INTEGRAL WRB. GYPSUM BOARD SHEATHING WITH INTEGRAL WRB, SEE DETAILS AND SPECIFICATIONS1a5032'-4"2'-2"2X6 WOOD STUD3/4" PLYWOOD5 1/2" ACOUSTICAL BATT INSULATION2X6 WOOD STUDSECOND FLOOR17' -4"FSECOND FLOORWINDOW SILL R.O.20' -0"FRAMED OPENING2'-8"2'-5"1"3"2x6 WOOD STUDS5 1/2" ACOUSTICAL BATT INSULATION3/4" PLYWOOD2x6 WOOD STUDSplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a503DETAILS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1 1/2" = 1'-0"SECTION DETAIL2SCALE: 3/4" = 1'-0"SECTION DETAIL3SCALE: 3/4" = 1'-0"PLAN DETAIL6SCALE: 1 1/2" = 1'-0"PLAN DETAIL5SCALE: 3/4" = 1'-0"PLAN DETAIL4SCALE: 3/4" = 1'-0"SECTION DETAIL1ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2 planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a504DETAILS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSADDENDUM #A1 2019.10.24 WWWWWWDDDDDD313 SFCOMMON LAUNDRY01753 SFMEN'S TOILET01657 SFWOMEN'S TOILET015a6002A2B2Ca6002G2F2E2H2D3'-0"7'-9 1/4"7'-2 3/4"7'-2 1/2"7'-2 1/2"24'-1 1/2"11'-10 1/4"MAILBOXES4'-0 1/4"10'-9 1/4"1'-4"7'-10"17ALIGNWATER CLOSET, SEE SPECIFICATIONSWALL-MOUNTED HORIZONTAL GRAB BAR, SEE SPECIFICATIONS.WALL-MOUNTED VERTICAL [SAFETY] GRAB BAR, SEE SPECIFICATIONS.SURFACE-MOUNTED TOILET PAPER DISPENSER AREA, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPOSAL, SEE SPECIFICATIONS.SURFACE-MOUNTED MIRROR / RECESSED MEDICINE CABINET, SEE SPECIFICATIONS.SURFACE-MOUNTED SOAP DISPENSER, SEE SPECIFICATIONS.LAVATORY, SEE SPECIFICATIONS.ADDITIONAL FIXED SHOWER HEAD AND CONTROLS, SEE PLUMBING AND SPECIFICATIONS.1/2" MAX. THRESHOLD, SEE SPECIFICAITONS.CONTROL LOCATION AREA, SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER & WALL-MOUNTED CONTROLS [END WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [BACK WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [END WALL], SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL HOOK, SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL BAR, SEE SPECIFICAITONS.SURFACE-MOUNTED ELECTRIC HAND DRYER, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPENSER, SEE SPECIFICATIONS.STAINLESS STEEL SHELF WITH MOP AND BROOM HOLDERS & HOOKS, SEE SPECIFICATIONS.FIXED SHELF AND CLOSET ROD, SEE SPECIFICAITONS.REMOVABLE SHELF AND CLOSET ROD, SEE SPECIFICAITONS.CORNER GUARD, SEE SPECIFICATIONS.HIGH & LOW COAT HOOKS, SEE SPECIFICATIONS.13456789101112A12B12C1314151617181920212FIXTURE / ACCESSORY LEGEND3' - 0" MIN. 3' - 0" MAX. MIN.1' - 5"12332' - 0"1' - 0"MAX. 1' - 6"3' - 5" MAX.4' - 6" MIN.MAX.1' - 0"MIN.3' - 6"33" MAX.MIN.1 1/2"1' - 6" MIN.3' - 6" MAX.2' - 0" MIN.21542' - 10" MAX.3' - 4" MAX.4' - 0" MAX.7866GENERAL NOTES1. MOUNTING HEIGHTS ARE SHOWN, FOR REFERENCE ONLY. ALL FIXTURES, ACCESSORIES, DEVICES AND APPARATUSES, ETC., SHALL BE MOUNTED PER THE CURRENT ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES.2. INSTALL SOILD BLOCKING THROUGH ALL WALLS AS REQUIRED TO ACCOMMODATE INSTALLATION OF FIXTURES, ACCESSORIES, DEVICES, APPARATUSES, ETC., COMPLETE.3. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALL ASSEMBLIES AND FIRE-RESISTANCE-RATED FLOOR / CEILING ASSEMBLIES TO MATCH FIRE-RATING OF ASSOCIATED WALL AND / OR FLOOR / CEILING ASSEMBLY.MOUNTING HEIGHT DIAGRAMMIN. DEPTH1' - 5"2' - 6" MIN.2' - 10" MAX.KNEE CLEARACE8" MIN.MIN.9"TOE CLEARANCE6" MAX.82' - 6" MIN.MAX.2' - 0"MAX.6"102912A6' - 8"94' - 0" MAX.4' - 0" MAX.MAX.6"SEAT1' - 7" MAX.5' - 0" MIN.MAX.1' - 4"3' - 1" MIN.MIN.1' - 4"2' - 3" MAX.12B12CSEATMAX.1' - 7"2' - 6" MIN.101113141516174' - 0" MAX.6' - 0"FOR EXACT WIDTHSEE FLOOR PLANS4' - 0" MAX.6' - 0"[HIGH][LOW]1X PERIMETER BLOCKING, PAINT1X PERIMETER BLOCKING, PAINT18194" MAX.33'-0" MAX.6" MAX.3'-0" MAX.KEYNOTES[ENLARGED PLANS & INTERIOR ELEVATION]1INSTALL PVC THERMAL PIPE WRAP AT ALL EXPOSED PIPING, TYP.. BASE CABINETS, UPPER CABINETS, AND ASSOCIATED HARDWARE TYP., SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS. FINISH ALL EXPOSED CABINETRY END PANELS, TOE-KICKS, VALENCES/APRONS, TO MATCH FINISH OF CABINETRY. CABINET HARDWARE SHALL BE SATIN NICKEL.45 DEGREE COUNTERTOP GUSSET SUPPORT AT ROLL UNDER COUNTERTOP. GUSSET SHALL MATCH CABINETRY FINSH. ANCHOR TO WALL WITH SOLID BLOCKING.CABINETRY END PANEL; MATCH CABINETRY FINISH. ANCHOR TO WALL WITH SOLID BLOCKING.LAZY SUSAN TURNTABLE CORNER BASE CABINET.45-DEGREE ANGLED CORNER UPPER CABINET.FULL HEIGHT CABINET TO ACCOMMODATE RECESSED CABINET-MOUNTED MICROWAVE & ASSOCIATED TRIM KIT, SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS.COUNTERTOP WITH INTEGRAL BACK-SPLASH (EXCEPT AT COMMUNITY KITCHEN), TYP., SEE FINISH SCHEDULE SPECIFICATIONS AND DETAILS.REFRIGERATOR, SEE SPECIFICATIONS.UNDER COUNTER REFRIGERATOR, SEE SPECIFICATIONS.RECESSED CABINET-MOUNTED MICROWAVE WITH INTEGRAL TRIM KIT, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.CABINET-MOUNTED MICROWAVE, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.SLIDE-IN RANGE, THIS LOCATION, SEE SPECIFICATIONS.CABINET-MOUNTED RANGE HOOD, THIS LOCATION, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS & SPECIFICATIONS. INSTALL SURFACE-MOUNTED FIRE SUPPRESSION DEVICES AT UNDERSIDE OF RANGE HOOD PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS.STAINLESS STEEL SINK FIXTURE, SEE PLUMBING DRAWINGS & SPECIFICATIONS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SHEATHING, PAINT, TYP., SEE FINISH SCHEDULE, AND SPECS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SOFFIT, PAINT, TYP., SEE FINISH SCHEDULE.WALL BASE, TYP., SEE FINISH SCHEDULE.CERAMIC WALL TILE, TYP., SEE FINISH SCHEDULE. INSTALL ALL CERAMIC TILE TRIM INCLUDING: BULLNOSE TOP COURSE, BULLNOSE OUTSIDE CORNERS, & COVE BASE.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL #D20P2 (TYP. OF (2)) AND MODEL #S9P1 (TYP. OF (1)). FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER & ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.FREE-STANDING TRASH RECEPTACLE, SEE SPECIFICATIONS.PROVIDE & INSTALL PREFABRICATED ROLL-IN SHOWER, WITH REMOVABLE SHOWER SEAT, SEE TOILET ROOM MOUNTING HEIGHT DIAGRAM FOR ADDITIONAL INFORMATION.INSTALL FIXED SHOWER HEAD ABOVE SHOWER/BATHTUB ASSEMBLY, THIS WALL.GRAB BARS, PROVIDE SOLID WOOD BLOCKING IN WALL.PROVIDE SOLID WOOD BLOCKING IN WALL FOR FUTURE GRABBARS INSTALLATION.PROVIDE & INSTALL 12" DEEP, HIGH/LOW SHELVES (PAINT) AND CLOSET RODS, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE & INSTALL 12" DEEP, HIGH SHELF (PAINT) AND CLOSET ROD, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE VINYL-COATED WIRE SHELVING, MIN. 3 SHELVES PER CLOSET.PROVIDE & INSTALL REMOTE SWITCHES FOR RANGE HOOD FAN & LIGHT, THIS LOCATION, SEE ELECTRICAL DRAWINGS. SWITCH COVER PLATE COLOR FINISH SHALL BE STAINLESS STEEL.INSIDE CABINET ABOVE KITCHEN RANGE HOOD, PROVIDE 'BOXED-OUT' ENCLOSURE AT RANGE HOOD DUCT. REMAINDER OF CABINET SHALL BE USABLE. DUCT ENCLOSURE SHALL MATCH THE CABINET BOX WOOD SPECIES AND FINISH.CERAMIC WALL TILE (15 FULL HEIGHT TILES). SEE MATERIAL LEGEND, FINISH PLANS, AND SPECIFICATIONS.COUNTERTOP MICROWAVE OVEN IN 38 APARTMENTS, COMMUNITY KITCHEN AND STAFF BREAK ROOM, SEE SPECIFICATIONS.PROVIDE FULL HEIGHT (8-FEET HIGH) FIBER REINFORCED PANELS (FRP) EQUAL TO MARLITE STANDARD FRP PANELS. COLOR TO BE DETERMINED FROM MANUFACTURERS FULL RANGE BY ARCHITECT. PRIOR TO ORDERING MATERIALS, SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL.23456781112131415161718192021B22232425269107A21A2728292A2B+/- 9'-0" V.I.F.13181627(15 FULL HEIGHT TILES)+/- 5'-3 3/4"+/- 9'-0" V.I.F.32411321A27+/- 9'-0" V.I.F.186234713121A27+/- 9'-0" V.I.F.861513127+/- 9'-0" V.I.F.18623471513121A27+/- 9'-0" V.I.F.32415161321A27+/- 9'-0" V.I.F.161318278615131+/- 9'-0" V.I.F.27(15 FULL HEIGHT TILES)+/- 5'-3 3/4"206 SFCOMMUNITYKITCHEN013a6001B14'-5 1/4"193 SFSTAFF BREAKROOM014a6001A12'-1 1/4"14'-5 1/4"1'-0"9'-6" +/- 1'-11"2812'-7 1/4"292A122215142510MIN.2'-4"2'-0"5'-10 3/4"2'-6"2'-6"9"+/-2" V.I.F.+/-2" V.I.F.9" 2'-6" 2'-6" 2'-6" 3'-6"2'-6"1'-10"MAX.2'-10"1'-3"5'-11"5'-6" HOLD7'-2"DW8a61028292B+/-1'-11" V.I.F.122216715145'-11"1'-3"MAX.2'-10"1'-10"2'-6"1'-6" 3'-0" 2'-6" 2'-6" 3'-0"4" MIN.2'-4"4'-6" 2'-6" 2'-6" 3'-0"7'-2"1a610282AplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a600ENLARGED PLANS AND INTERIORELEVATIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"ENLARGED COMMUNITY LAUNDRY AND BATHROOMS2SCALE: 1/4" = 1'-0"INTERIOR ELEVATION2ASCALE: 1/4" = 1'-0"INTERIOR ELEVATION2BSCALE: 1/4" = 1'-0"INTERIOR ELEVATION2CSCALE: 1/4" = 1'-0"INTERIOR ELEVATION2DSCALE: 1/4" = 1'-0"INTERIOR ELEVATION2ESCALE: 1/4" = 1'-0"INTERIOR ELEVATION2FSCALE: 1/4" = 1'-0"INTERIOR ELEVATION2GSCALE: 1/4" = 1'-0"INTERIOR ELEVATION2HNSCALE: 1/4" = 1'-0"ENLARGED COMMUNITY KITCHEN PLAN1SCALE: 1/4" = 1'-0"INTERIOR ELEVATION1BNSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ASIM.ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2A2 1a6102a610MAX.2'-10"1'-10"2'-6"5'-11"7'-2"1'-3"1'-0"1'-0"2'-6"3'-0"3'-0"2'-6"1'-0"32725142611613104155'-5" HOLD4"MIN.2'-4"2B4'-8"2'-0" 3'-6" 1'-0"3a6102'-6"MAX2'-10"1'-10"2'-6"1'-0"2'-0"1'-0"DW12241114312613154"MIN.2'-4"2Ba6011A1Ba6011F1E1D1C43343A333333B49'-1"4'-8"6'-5"2'-0"9'-6 1/4"3'-6"2'-0"5'-8 1/4"3'-0"2'-6"8'-11"5'-0"5'-8"3'-0"4'-0"15'-5 3/4"8"2'-1"3'-5 1/4"2'-0"11'-6 1/4"11'-6"11'-6"14'-4 1/2"2224248'-6"6'-5"5'-3"LIVING ROOMBEDROOMKITCHENCOATSLIN.CLOSETSTORAGEBATHMECH.ENTRY6'-5"3B2812349'-2 3/4" V.I.F.131521A2912A9'-2 3/4" V.I.F.13142019151414312B9114a6108613201319114153MAX.2'-10"13212C49'-2 3/4" V.I.F.1319101521AWATER CLOSET, SEE SPECIFICATIONSWALL-MOUNTED HORIZONTAL GRAB BAR, SEE SPECIFICATIONS.WALL-MOUNTED VERTICAL [SAFETY] GRAB BAR, SEE SPECIFICATIONS.SURFACE-MOUNTED TOILET PAPER DISPENSER AREA, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPOSAL, SEE SPECIFICATIONS.SURFACE-MOUNTED MIRROR / RECESSED MEDICINE CABINET, SEE SPECIFICATIONS.SURFACE-MOUNTED SOAP DISPENSER, SEE SPECIFICATIONS.LAVATORY, SEE SPECIFICATIONS.ADDITIONAL FIXED SHOWER HEAD AND CONTROLS, SEE PLUMBING AND SPECIFICATIONS.1/2" MAX. THRESHOLD, SEE SPECIFICAITONS.CONTROL LOCATION AREA, SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER & WALL-MOUNTED CONTROLS [END WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [BACK WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [END WALL], SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL HOOK, SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL BAR, SEE SPECIFICAITONS.SURFACE-MOUNTED ELECTRIC HAND DRYER, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPENSER, SEE SPECIFICATIONS.STAINLESS STEEL SHELF WITH MOP AND BROOM HOLDERS & HOOKS, SEE SPECIFICATIONS.FIXED SHELF AND CLOSET ROD, SEE SPECIFICAITONS.REMOVABLE SHELF AND CLOSET ROD, SEE SPECIFICAITONS.CORNER GUARD, SEE SPECIFICATIONS.HIGH & LOW COAT HOOKS, SEE SPECIFICATIONS.13456789101112A12B12C1314151617181920212FIXTURE / ACCESSORY LEGEND3' - 0" MIN. 3' - 0" MAX. MIN.1' - 5"12332' - 0"1' - 0"MAX. 1' - 6"3' - 5" MAX.4' - 6" MIN.MAX.1' - 0"MIN.3' - 6"33" MAX.MIN.1 1/2"1' - 6" MIN.3' - 6" MAX.2' - 0" MIN.21542' - 10" MAX.3' - 4" MAX.4' - 0" MAX.7866GENERAL NOTES1. MOUNTING HEIGHTS ARE SHOWN, FOR REFERENCE ONLY. ALL FIXTURES, ACCESSORIES, DEVICES AND APPARATUSES, ETC., SHALL BE MOUNTED PER THE CURRENT ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES.2. INSTALL SOILD BLOCKING THROUGH ALL WALLS AS REQUIRED TO ACCOMMODATE INSTALLATION OF FIXTURES, ACCESSORIES, DEVICES, APPARATUSES, ETC., COMPLETE.3. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALL ASSEMBLIES AND FIRE-RESISTANCE-RATED FLOOR / CEILING ASSEMBLIES TO MATCH FIRE-RATING OF ASSOCIATED WALL AND / OR FLOOR / CEILING ASSEMBLY.MOUNTING HEIGHT DIAGRAMMIN. DEPTH1' - 5"2' - 6" MIN.2' - 10" MAX.KNEE CLEARACE8" MIN.MIN.9"TOE CLEARANCE6" MAX.82' - 6" MIN.MAX.2' - 0"MAX.6"102912A6' - 8"94' - 0" MAX.4' - 0" MAX.MAX.6"SEAT1' - 7" MAX.5' - 0" MIN.MAX.1' - 4"3' - 1" MIN.MIN.1' - 4"2' - 3" MAX.12B12CSEATMAX.1' - 7"2' - 6" MIN.101113141516174' - 0" MAX.6' - 0"FOR EXACT WIDTHSEE FLOOR PLANS4' - 0" MAX.6' - 0"[HIGH][LOW]1X PERIMETER BLOCKING, PAINT1X PERIMETER BLOCKING, PAINT18194" MAX.33'-0" MAX.6" MAX.3'-0" MAX.KEYNOTES[ENLARGED PLANS & INTERIOR ELEVATION]1INSTALL PVC THERMAL PIPE WRAP AT ALL EXPOSED PIPING, TYP.. BASE CABINETS, UPPER CABINETS, AND ASSOCIATED HARDWARE TYP., SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS. FINISH ALL EXPOSED CABINETRY END PANELS, TOE-KICKS, VALENCES/APRONS, TO MATCH FINISH OF CABINETRY. CABINET HARDWARE SHALL BE SATIN NICKEL.45 DEGREE COUNTERTOP GUSSET SUPPORT AT ROLL UNDER COUNTERTOP. GUSSET SHALL MATCH CABINETRY FINSH. ANCHOR TO WALL WITH SOLID BLOCKING.CABINETRY END PANEL; MATCH CABINETRY FINISH. ANCHOR TO WALL WITH SOLID BLOCKING.LAZY SUSAN TURNTABLE CORNER BASE CABINET.45-DEGREE ANGLED CORNER UPPER CABINET.FULL HEIGHT CABINET TO ACCOMMODATE RECESSED CABINET-MOUNTED MICROWAVE & ASSOCIATED TRIM KIT, SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS.COUNTERTOP WITH INTEGRAL BACK-SPLASH (EXCEPT AT COMMUNITY KITCHEN), TYP., SEE FINISH SCHEDULE SPECIFICATIONS AND DETAILS.REFRIGERATOR, SEE SPECIFICATIONS.UNDER COUNTER REFRIGERATOR, SEE SPECIFICATIONS.RECESSED CABINET-MOUNTED MICROWAVE WITH INTEGRAL TRIM KIT, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.CABINET-MOUNTED MICROWAVE, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.SLIDE-IN RANGE, THIS LOCATION, SEE SPECIFICATIONS.CABINET-MOUNTED RANGE HOOD, THIS LOCATION, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS & SPECIFICATIONS. INSTALL SURFACE-MOUNTED FIRE SUPPRESSION DEVICES AT UNDERSIDE OF RANGE HOOD PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS.STAINLESS STEEL SINK FIXTURE, SEE PLUMBING DRAWINGS & SPECIFICATIONS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SHEATHING, PAINT, TYP., SEE FINISH SCHEDULE, AND SPECS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SOFFIT, PAINT, TYP., SEE FINISH SCHEDULE.WALL BASE, TYP., SEE FINISH SCHEDULE.CERAMIC WALL TILE, TYP., SEE FINISH SCHEDULE. INSTALL ALL CERAMIC TILE TRIM INCLUDING: BULLNOSE TOP COURSE, BULLNOSE OUTSIDE CORNERS, & COVE BASE.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL #D20P2 (TYP. OF (2)) AND MODEL #S9P1 (TYP. OF (1)). FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER & ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.FREE-STANDING TRASH RECEPTACLE, SEE SPECIFICATIONS.PROVIDE & INSTALL PREFABRICATED ROLL-IN SHOWER, WITH REMOVABLE SHOWER SEAT, SEE TOILET ROOM MOUNTING HEIGHT DIAGRAM FOR ADDITIONAL INFORMATION.INSTALL FIXED SHOWER HEAD ABOVE SHOWER/BATHTUB ASSEMBLY, THIS WALL.GRAB BARS, PROVIDE SOLID WOOD BLOCKING IN WALL.PROVIDE SOLID WOOD BLOCKING IN WALL FOR FUTURE GRABBARS INSTALLATION.PROVIDE & INSTALL 12" DEEP, HIGH/LOW SHELVES (PAINT) AND CLOSET RODS, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE & INSTALL 12" DEEP, HIGH SHELF (PAINT) AND CLOSET ROD, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE VINYL-COATED WIRE SHELVING, MIN. 3 SHELVES PER CLOSET.PROVIDE & INSTALL REMOTE SWITCHES FOR RANGE HOOD FAN & LIGHT, THIS LOCATION, SEE ELECTRICAL DRAWINGS. SWITCH COVER PLATE COLOR FINISH SHALL BE STAINLESS STEEL.INSIDE CABINET ABOVE KITCHEN RANGE HOOD, PROVIDE 'BOXED-OUT' ENCLOSURE AT RANGE HOOD DUCT. REMAINDER OF CABINET SHALL BE USABLE. DUCT ENCLOSURE SHALL MATCH THE CABINET BOX WOOD SPECIES AND FINISH.CERAMIC WALL TILE (15 FULL HEIGHT TILES). SEE MATERIAL LEGEND, FINISH PLANS, AND SPECIFICATIONS.COUNTERTOP MICROWAVE OVEN IN 38 APARTMENTS, COMMUNITY KITCHEN AND STAFF BREAK ROOM, SEE SPECIFICATIONS.PROVIDE FULL HEIGHT (8-FEET HIGH) FIBER REINFORCED PANELS (FRP) EQUAL TO MARLITE STANDARD FRP PANELS. COLOR TO BE DETERMINED FROM MANUFACTURERS FULL RANGE BY ARCHITECT. PRIOR TO ORDERING MATERIALS, SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL.23456781112131415161718192021B22232425269107A21A2728292A2BplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a601ENLARGED PLANS AND INTERIORELEVATIONS (UNIT TYPE 1)001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ASCALE: 1/4" = 1'-0"INTERIOR ELEVATION1BSCALE: 1/4" = 1'-0"UNIT TYPE 1 -ENLARGED PLAN1SCALE: 1/4" = 1'-0"INTERIOR ELEVATION1FSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ESCALE: 1/4" = 1'-0"INTERIOR ELEVATION1DSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1CNNOTE: TYPE 1A UNITS ON GROUND FLOOR SHALL BE NON COMBUSTIBLE CONSTRUCTION.ADDENDUM #A2 2019.11.22A2A/VA2 a6021F1E1C1Da6021A1B3343A34333B3B433311'-6 1/4"2'-0"5'-3"3'-5 1/4"9'-0"4'-0"13'-7"11'-6"11'-6"14'-4 1/4"3'-6"8'-10 1/4"4'-8"6'-5"2'-0"2'-0"8"2'-1"4'-0"3'-0"5'-0"9'-1"23248'-6"6'-5"236'-5"LIVING ROOMKITCHENENTRYBEDROOMSTORAGECOATSLIN.CLOSETBATHMECH.28WATER CLOSET, SEE SPECIFICATIONSWALL-MOUNTED HORIZONTAL GRAB BAR, SEE SPECIFICATIONS.WALL-MOUNTED VERTICAL [SAFETY] GRAB BAR, SEE SPECIFICATIONS.SURFACE-MOUNTED TOILET PAPER DISPENSER AREA, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPOSAL, SEE SPECIFICATIONS.SURFACE-MOUNTED MIRROR / RECESSED MEDICINE CABINET, SEE SPECIFICATIONS.SURFACE-MOUNTED SOAP DISPENSER, SEE SPECIFICATIONS.LAVATORY, SEE SPECIFICATIONS.ADDITIONAL FIXED SHOWER HEAD AND CONTROLS, SEE PLUMBING AND SPECIFICATIONS.1/2" MAX. THRESHOLD, SEE SPECIFICAITONS.CONTROL LOCATION AREA, SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER & WALL-MOUNTED CONTROLS [END WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [BACK WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [END WALL], SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL HOOK, SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL BAR, SEE SPECIFICAITONS.SURFACE-MOUNTED ELECTRIC HAND DRYER, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPENSER, SEE SPECIFICATIONS.STAINLESS STEEL SHELF WITH MOP AND BROOM HOLDERS & HOOKS, SEE SPECIFICATIONS.FIXED SHELF AND CLOSET ROD, SEE SPECIFICAITONS.REMOVABLE SHELF AND CLOSET ROD, SEE SPECIFICAITONS.CORNER GUARD, SEE SPECIFICATIONS.HIGH & LOW COAT HOOKS, SEE SPECIFICATIONS.13456789101112A12B12C1314151617181920212FIXTURE / ACCESSORY LEGEND3' - 0" MIN. 3' - 0" MAX. MIN.1' - 5"12332' - 0"1' - 0"MAX. 1' - 6"3' - 5" MAX.4' - 6" MIN.MAX.1' - 0"MIN.3' - 6"33" MAX.MIN.1 1/2"1' - 6" MIN.3' - 6" MAX.2' - 0" MIN.21542' - 10" MAX.3' - 4" MAX.4' - 0" MAX.7866GENERAL NOTES1. MOUNTING HEIGHTS ARE SHOWN, FOR REFERENCE ONLY. ALL FIXTURES, ACCESSORIES, DEVICES AND APPARATUSES, ETC., SHALL BE MOUNTED PER THE CURRENT ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES.2. INSTALL SOILD BLOCKING THROUGH ALL WALLS AS REQUIRED TO ACCOMMODATE INSTALLATION OF FIXTURES, ACCESSORIES, DEVICES, APPARATUSES, ETC., COMPLETE.3. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALL ASSEMBLIES AND FIRE-RESISTANCE-RATED FLOOR / CEILING ASSEMBLIES TO MATCH FIRE-RATING OF ASSOCIATED WALL AND / OR FLOOR / CEILING ASSEMBLY.MOUNTING HEIGHT DIAGRAMMIN. DEPTH1' - 5"2' - 6" MIN.2' - 10" MAX.KNEE CLEARACE8" MIN.MIN.9"TOE CLEARANCE6" MAX.82' - 6" MIN.MAX.2' - 0"MAX.6"102912A6' - 8"94' - 0" MAX.4' - 0" MAX.MAX.6"SEAT1' - 7" MAX.5' - 0" MIN.MAX.1' - 4"3' - 1" MIN.MIN.1' - 4"2' - 3" MAX.12B12CSEATMAX.1' - 7"2' - 6" MIN.101113141516174' - 0" MAX.6' - 0"FOR EXACT WIDTHSEE FLOOR PLANS4' - 0" MAX.6' - 0"[HIGH][LOW]1X PERIMETER BLOCKING, PAINT1X PERIMETER BLOCKING, PAINT18194" MAX.33'-0" MAX.6" MAX.3'-0" MAX.KEYNOTES[ENLARGED PLANS & INTERIOR ELEVATION]1INSTALL PVC THERMAL PIPE WRAP AT ALL EXPOSED PIPING, TYP.. BASE CABINETS, UPPER CABINETS, AND ASSOCIATED HARDWARE TYP., SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS. FINISH ALL EXPOSED CABINETRY END PANELS, TOE-KICKS, VALENCES/APRONS, TO MATCH FINISH OF CABINETRY. CABINET HARDWARE SHALL BE SATIN NICKEL.45 DEGREE COUNTERTOP GUSSET SUPPORT AT ROLL UNDER COUNTERTOP. GUSSET SHALL MATCH CABINETRY FINSH. ANCHOR TO WALL WITH SOLID BLOCKING.CABINETRY END PANEL; MATCH CABINETRY FINISH. ANCHOR TO WALL WITH SOLID BLOCKING.LAZY SUSAN TURNTABLE CORNER BASE CABINET.45-DEGREE ANGLED CORNER UPPER CABINET.FULL HEIGHT CABINET TO ACCOMMODATE RECESSED CABINET-MOUNTED MICROWAVE & ASSOCIATED TRIM KIT, SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS.COUNTERTOP WITH INTEGRAL BACK-SPLASH (EXCEPT AT COMMUNITY KITCHEN), TYP., SEE FINISH SCHEDULE SPECIFICATIONS AND DETAILS.REFRIGERATOR, SEE SPECIFICATIONS.UNDER COUNTER REFRIGERATOR, SEE SPECIFICATIONS.RECESSED CABINET-MOUNTED MICROWAVE WITH INTEGRAL TRIM KIT, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.CABINET-MOUNTED MICROWAVE, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.SLIDE-IN RANGE, THIS LOCATION, SEE SPECIFICATIONS.CABINET-MOUNTED RANGE HOOD, THIS LOCATION, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS & SPECIFICATIONS. INSTALL SURFACE-MOUNTED FIRE SUPPRESSION DEVICES AT UNDERSIDE OF RANGE HOOD PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS.STAINLESS STEEL SINK FIXTURE, SEE PLUMBING DRAWINGS & SPECIFICATIONS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SHEATHING, PAINT, TYP., SEE FINISH SCHEDULE, AND SPECS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SOFFIT, PAINT, TYP., SEE FINISH SCHEDULE.WALL BASE, TYP., SEE FINISH SCHEDULE.CERAMIC WALL TILE, TYP., SEE FINISH SCHEDULE. INSTALL ALL CERAMIC TILE TRIM INCLUDING: BULLNOSE TOP COURSE, BULLNOSE OUTSIDE CORNERS, & COVE BASE.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL #D20P2 (TYP. OF (2)) AND MODEL #S9P1 (TYP. OF (1)). FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER & ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.FREE-STANDING TRASH RECEPTACLE, SEE SPECIFICATIONS.PROVIDE & INSTALL PREFABRICATED ROLL-IN SHOWER, WITH REMOVABLE SHOWER SEAT, SEE TOILET ROOM MOUNTING HEIGHT DIAGRAM FOR ADDITIONAL INFORMATION.INSTALL FIXED SHOWER HEAD ABOVE SHOWER/BATHTUB ASSEMBLY, THIS WALL.GRAB BARS, PROVIDE SOLID WOOD BLOCKING IN WALL.PROVIDE SOLID WOOD BLOCKING IN WALL FOR FUTURE GRABBARS INSTALLATION.PROVIDE & INSTALL 12" DEEP, HIGH/LOW SHELVES (PAINT) AND CLOSET RODS, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE & INSTALL 12" DEEP, HIGH SHELF (PAINT) AND CLOSET ROD, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE VINYL-COATED WIRE SHELVING, MIN. 3 SHELVES PER CLOSET.PROVIDE & INSTALL REMOTE SWITCHES FOR RANGE HOOD FAN & LIGHT, THIS LOCATION, SEE ELECTRICAL DRAWINGS. SWITCH COVER PLATE COLOR FINISH SHALL BE STAINLESS STEEL.INSIDE CABINET ABOVE KITCHEN RANGE HOOD, PROVIDE 'BOXED-OUT' ENCLOSURE AT RANGE HOOD DUCT. REMAINDER OF CABINET SHALL BE USABLE. DUCT ENCLOSURE SHALL MATCH THE CABINET BOX WOOD SPECIES AND FINISH.CERAMIC WALL TILE (15 FULL HEIGHT TILES). SEE MATERIAL LEGEND, FINISH PLANS, AND SPECIFICATIONS.COUNTERTOP MICROWAVE OVEN IN 38 APARTMENTS, COMMUNITY KITCHEN AND STAFF BREAK ROOM, SEE SPECIFICATIONS.PROVIDE FULL HEIGHT (8-FEET HIGH) FIBER REINFORCED PANELS (FRP) EQUAL TO MARLITE STANDARD FRP PANELS. COLOR TO BE DETERMINED FROM MANUFACTURERS FULL RANGE BY ARCHITECT. PRIOR TO ORDERING MATERIALS, SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL.23456781112131415161718192021B22232425269107A21A2728292A2B1412C9'-2 3/4" V.I.F.21B191413102'-9 3/4" V.I.F.15912A9'-2 3/4" V.I.F.14201313191514143149'-2 3/4" V.I.F.131521B912B114a610689'-2 3/4" V.I.F.1314192011313153MAX.2'-10"3'-0"3'-0"2'-6"1'-0"3'-0"3'-0"2'-6"1'-0"1'-0"5'-11"1'-3"3'-0"1'-8"2'-6"7'-2"6a6105a61072243102141113266155'-5" HOLD4"3'-6"2'-0"1'-0"3'-0"1'-8"2'-6"+ / - 3" V.I.F.1'-0"2'-0"+ / - 3" V.I.F.7a6107'-2"DW1413622432124"3'-0"planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a602ENLARGED PLANS AND INTERIORELEVATIONS (UNIT TYPE 2)001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"UNIT TYPE 2 -ENLARGED PLAN1SCALE: 1/4" = 1'-0"INTERIOR ELEVATION1CSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ESCALE: 1/4" = 1'-0"INTERIOR ELEVATION1FSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1DSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ASCALE: 1/4" = 1'-0"INTERIOR ELEVATION1BNSIM.NOTE: TYPE 2A UNITS ON GROUND FLOOR SHALL BE NON COMBUSTIBLE CONSTRUCTION.ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2 WATER CLOSET, SEE SPECIFICATIONSWALL-MOUNTED HORIZONTAL GRAB BAR, SEE SPECIFICATIONS.WALL-MOUNTED VERTICAL [SAFETY] GRAB BAR, SEE SPECIFICATIONS.SURFACE-MOUNTED TOILET PAPER DISPENSER AREA, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPOSAL, SEE SPECIFICATIONS.SURFACE-MOUNTED MIRROR / RECESSED MEDICINE CABINET, SEE SPECIFICATIONS.SURFACE-MOUNTED SOAP DISPENSER, SEE SPECIFICATIONS.LAVATORY, SEE SPECIFICATIONS.ADDITIONAL FIXED SHOWER HEAD AND CONTROLS, SEE PLUMBING AND SPECIFICATIONS.1/2" MAX. THRESHOLD, SEE SPECIFICAITONS.CONTROL LOCATION AREA, SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER & WALL-MOUNTED CONTROLS [END WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [BACK WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [END WALL], SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL HOOK, SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL BAR, SEE SPECIFICAITONS.SURFACE-MOUNTED ELECTRIC HAND DRYER, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPENSER, SEE SPECIFICATIONS.STAINLESS STEEL SHELF WITH MOP AND BROOM HOLDERS & HOOKS, SEE SPECIFICATIONS.FIXED SHELF AND CLOSET ROD, SEE SPECIFICAITONS.REMOVABLE SHELF AND CLOSET ROD, SEE SPECIFICAITONS.CORNER GUARD, SEE SPECIFICATIONS.HIGH & LOW COAT HOOKS, SEE SPECIFICATIONS.13456789101112A12B12C1314151617181920212FIXTURE / ACCESSORY LEGEND3' - 0" MIN. 3' - 0" MAX. MIN.1' - 5"12332' - 0"1' - 0"MAX. 1' - 6"3' - 5" MAX.4' - 6" MIN.MAX.1' - 0"MIN.3' - 6"33" MAX.MIN.1 1/2"1' - 6" MIN.3' - 6" MAX.2' - 0" MIN.21542' - 10" MAX.3' - 4" MAX.4' - 0" MAX.7866GENERAL NOTES1. MOUNTING HEIGHTS ARE SHOWN, FOR REFERENCE ONLY. ALL FIXTURES, ACCESSORIES, DEVICES AND APPARATUSES, ETC., SHALL BE MOUNTED PER THE CURRENT ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES.2. INSTALL SOILD BLOCKING THROUGH ALL WALLS AS REQUIRED TO ACCOMMODATE INSTALLATION OF FIXTURES, ACCESSORIES, DEVICES, APPARATUSES, ETC., COMPLETE.3. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALL ASSEMBLIES AND FIRE-RESISTANCE-RATED FLOOR / CEILING ASSEMBLIES TO MATCH FIRE-RATING OF ASSOCIATED WALL AND / OR FLOOR / CEILING ASSEMBLY.MOUNTING HEIGHT DIAGRAMMIN. DEPTH1' - 5"2' - 6" MIN.2' - 10" MAX.KNEE CLEARACE8" MIN.MIN.9"TOE CLEARANCE6" MAX.82' - 6" MIN.MAX.2' - 0"MAX.6"102912A6' - 8"94' - 0" MAX.4' - 0" MAX.MAX.6"SEAT1' - 7" MAX.5' - 0" MIN.MAX.1' - 4"3' - 1" MIN.MIN.1' - 4"2' - 3" MAX.12B12CSEATMAX.1' - 7"2' - 6" MIN.101113141516174' - 0" MAX.6' - 0"FOR EXACT WIDTHSEE FLOOR PLANS4' - 0" MAX.6' - 0"[HIGH][LOW]1X PERIMETER BLOCKING, PAINT1X PERIMETER BLOCKING, PAINT18194" MAX.33'-0" MAX.6" MAX.3'-0" MAX.KEYNOTES[ENLARGED PLANS & INTERIOR ELEVATION]1INSTALL PVC THERMAL PIPE WRAP AT ALL EXPOSED PIPING, TYP.. BASE CABINETS, UPPER CABINETS, AND ASSOCIATED HARDWARE TYP., SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS. FINISH ALL EXPOSED CABINETRY END PANELS, TOE-KICKS, VALENCES/APRONS, TO MATCH FINISH OF CABINETRY. CABINET HARDWARE SHALL BE SATIN NICKEL.45 DEGREE COUNTERTOP GUSSET SUPPORT AT ROLL UNDER COUNTERTOP. GUSSET SHALL MATCH CABINETRY FINSH. ANCHOR TO WALL WITH SOLID BLOCKING.CABINETRY END PANEL; MATCH CABINETRY FINISH. ANCHOR TO WALL WITH SOLID BLOCKING.LAZY SUSAN TURNTABLE CORNER BASE CABINET.45-DEGREE ANGLED CORNER UPPER CABINET.FULL HEIGHT CABINET TO ACCOMMODATE RECESSED CABINET-MOUNTED MICROWAVE & ASSOCIATED TRIM KIT, SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS.COUNTERTOP WITH INTEGRAL BACK-SPLASH (EXCEPT AT COMMUNITY KITCHEN), TYP., SEE FINISH SCHEDULE SPECIFICATIONS AND DETAILS.REFRIGERATOR, SEE SPECIFICATIONS.UNDER COUNTER REFRIGERATOR, SEE SPECIFICATIONS.RECESSED CABINET-MOUNTED MICROWAVE WITH INTEGRAL TRIM KIT, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.CABINET-MOUNTED MICROWAVE, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.SLIDE-IN RANGE, THIS LOCATION, SEE SPECIFICATIONS.CABINET-MOUNTED RANGE HOOD, THIS LOCATION, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS & SPECIFICATIONS. INSTALL SURFACE-MOUNTED FIRE SUPPRESSION DEVICES AT UNDERSIDE OF RANGE HOOD PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS.STAINLESS STEEL SINK FIXTURE, SEE PLUMBING DRAWINGS & SPECIFICATIONS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SHEATHING, PAINT, TYP., SEE FINISH SCHEDULE, AND SPECS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SOFFIT, PAINT, TYP., SEE FINISH SCHEDULE.WALL BASE, TYP., SEE FINISH SCHEDULE.CERAMIC WALL TILE, TYP., SEE FINISH SCHEDULE. INSTALL ALL CERAMIC TILE TRIM INCLUDING: BULLNOSE TOP COURSE, BULLNOSE OUTSIDE CORNERS, & COVE BASE.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL #D20P2 (TYP. OF (2)) AND MODEL #S9P1 (TYP. OF (1)). FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER & ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.FREE-STANDING TRASH RECEPTACLE, SEE SPECIFICATIONS.PROVIDE & INSTALL PREFABRICATED ROLL-IN SHOWER, WITH REMOVABLE SHOWER SEAT, SEE TOILET ROOM MOUNTING HEIGHT DIAGRAM FOR ADDITIONAL INFORMATION.INSTALL FIXED SHOWER HEAD ABOVE SHOWER/BATHTUB ASSEMBLY, THIS WALL.GRAB BARS, PROVIDE SOLID WOOD BLOCKING IN WALL.PROVIDE SOLID WOOD BLOCKING IN WALL FOR FUTURE GRABBARS INSTALLATION.PROVIDE & INSTALL 12" DEEP, HIGH/LOW SHELVES (PAINT) AND CLOSET RODS, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE & INSTALL 12" DEEP, HIGH SHELF (PAINT) AND CLOSET ROD, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE VINYL-COATED WIRE SHELVING, MIN. 3 SHELVES PER CLOSET.PROVIDE & INSTALL REMOTE SWITCHES FOR RANGE HOOD FAN & LIGHT, THIS LOCATION, SEE ELECTRICAL DRAWINGS. SWITCH COVER PLATE COLOR FINISH SHALL BE STAINLESS STEEL.INSIDE CABINET ABOVE KITCHEN RANGE HOOD, PROVIDE 'BOXED-OUT' ENCLOSURE AT RANGE HOOD DUCT. REMAINDER OF CABINET SHALL BE USABLE. DUCT ENCLOSURE SHALL MATCH THE CABINET BOX WOOD SPECIES AND FINISH.CERAMIC WALL TILE (15 FULL HEIGHT TILES). SEE MATERIAL LEGEND, FINISH PLANS, AND SPECIFICATIONS.COUNTERTOP MICROWAVE OVEN IN 38 APARTMENTS, COMMUNITY KITCHEN AND STAFF BREAK ROOM, SEE SPECIFICATIONS.PROVIDE FULL HEIGHT (8-FEET HIGH) FIBER REINFORCED PANELS (FRP) EQUAL TO MARLITE STANDARD FRP PANELS. COLOR TO BE DETERMINED FROM MANUFACTURERS FULL RANGE BY ARCHITECT. PRIOR TO ORDERING MATERIALS, SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL.23456781112131415161718192021B22232425269107A21A2728292A2Ba6031A1Ba6031C1F1E1DHOLD11'-6"2'-0"443A33B3B333332'-0"3'-0"CLEAR2'-0"CLEAR2'-0"8'-9"9'-0"3334'-0"HOLD8'-6"5'-3"8"2'-1"4'-4 3/4"4'-8"3'-6"10'-3 1/2"4'-8"CLEAR4'-10"16'-1 3/4"3'-4 1/4"4'-8"9 1/2"9'-6"4'-10 1/4"2'-6"11'-11 3/4"2324236'-5"6'-5"KITCHENLIVING ROOMBATHSTORAGEENTRYBEDROOMMECH.LIN.COATSCLOSET283'-0"3'-0"2'-6"1'-0"1'-3"7'-2"3'-0"1'-8"2'-6"5'-11"1'-0"1'-0"2'-6"3'-0"3'-0"5a6106a61014136431021126227155'-5" HOLD4"DW1'-0"+/- 3" V.I.F.3'-0"2'-0"7'-2"3'-0"1'-8"2'-6"2'-0"3'-6"1'-0"1'-0"7a6101363212422144"112C9'-2 3/4" V.I.F.101413191521B149'-2 3/4"V.I.F.21B1315912A9'-2 3/4" V.I.F.142019131514143A28694a6101312B11201314119153MAX.2'-10"planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a603ENLARGED PLANS AND INTERIORELEVATIONS (UNIT TYPE 3)001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"UNIT TYPE 3 -ENLARGED PLAN1NSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ASCALE: 1/4" = 1'-0"INTERIOR ELEVATION1BSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1CSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1FSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ESCALE: 1/4" = 1'-0"INTERIOR ELEVATION1DSIM.ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2 WATER CLOSET, SEE SPECIFICATIONSWALL-MOUNTED HORIZONTAL GRAB BAR, SEE SPECIFICATIONS.WALL-MOUNTED VERTICAL [SAFETY] GRAB BAR, SEE SPECIFICATIONS.SURFACE-MOUNTED TOILET PAPER DISPENSER AREA, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPOSAL, SEE SPECIFICATIONS.SURFACE-MOUNTED MIRROR / RECESSED MEDICINE CABINET, SEE SPECIFICATIONS.SURFACE-MOUNTED SOAP DISPENSER, SEE SPECIFICATIONS.LAVATORY, SEE SPECIFICATIONS.ADDITIONAL FIXED SHOWER HEAD AND CONTROLS, SEE PLUMBING AND SPECIFICATIONS.1/2" MAX. THRESHOLD, SEE SPECIFICAITONS.CONTROL LOCATION AREA, SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER & WALL-MOUNTED CONTROLS [END WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [BACK WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [END WALL], SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL HOOK, SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL BAR, SEE SPECIFICAITONS.SURFACE-MOUNTED ELECTRIC HAND DRYER, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPENSER, SEE SPECIFICATIONS.STAINLESS STEEL SHELF WITH MOP AND BROOM HOLDERS & HOOKS, SEE SPECIFICATIONS.FIXED SHELF AND CLOSET ROD, SEE SPECIFICAITONS.REMOVABLE SHELF AND CLOSET ROD, SEE SPECIFICAITONS.CORNER GUARD, SEE SPECIFICATIONS.HIGH & LOW COAT HOOKS, SEE SPECIFICATIONS.13456789101112A12B12C1314151617181920212FIXTURE / ACCESSORY LEGEND3' - 0" MIN. 3' - 0" MAX. MIN.1' - 5"12332' - 0"1' - 0"MAX. 1' - 6"3' - 5" MAX.4' - 6" MIN.MAX.1' - 0"MIN.3' - 6"33" MAX.MIN.1 1/2"1' - 6" MIN.3' - 6" MAX.2' - 0" MIN.21542' - 10" MAX.3' - 4" MAX.4' - 0" MAX.7866GENERAL NOTES1. MOUNTING HEIGHTS ARE SHOWN, FOR REFERENCE ONLY. ALL FIXTURES, ACCESSORIES, DEVICES AND APPARATUSES, ETC., SHALL BE MOUNTED PER THE CURRENT ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES.2. INSTALL SOILD BLOCKING THROUGH ALL WALLS AS REQUIRED TO ACCOMMODATE INSTALLATION OF FIXTURES, ACCESSORIES, DEVICES, APPARATUSES, ETC., COMPLETE.3. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALL ASSEMBLIES AND FIRE-RESISTANCE-RATED FLOOR / CEILING ASSEMBLIES TO MATCH FIRE-RATING OF ASSOCIATED WALL AND / OR FLOOR / CEILING ASSEMBLY.MOUNTING HEIGHT DIAGRAMMIN. DEPTH1' - 5"2' - 6" MIN.2' - 10" MAX.KNEE CLEARACE8" MIN.MIN.9"TOE CLEARANCE6" MAX.82' - 6" MIN.MAX.2' - 0"MAX.6"102912A6' - 8"94' - 0" MAX.4' - 0" MAX.MAX.6"SEAT1' - 7" MAX.5' - 0" MIN.MAX.1' - 4"3' - 1" MIN.MIN.1' - 4"2' - 3" MAX.12B12CSEATMAX.1' - 7"2' - 6" MIN.101113141516174' - 0" MAX.6' - 0"FOR EXACT WIDTHSEE FLOOR PLANS4' - 0" MAX.6' - 0"[HIGH][LOW]1X PERIMETER BLOCKING, PAINT1X PERIMETER BLOCKING, PAINT18194" MAX.33'-0" MAX.6" MAX.3'-0" MAX.KEYNOTES[ENLARGED PLANS & INTERIOR ELEVATION]1INSTALL PVC THERMAL PIPE WRAP AT ALL EXPOSED PIPING, TYP.. BASE CABINETS, UPPER CABINETS, AND ASSOCIATED HARDWARE TYP., SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS. FINISH ALL EXPOSED CABINETRY END PANELS, TOE-KICKS, VALENCES/APRONS, TO MATCH FINISH OF CABINETRY. CABINET HARDWARE SHALL BE SATIN NICKEL.45 DEGREE COUNTERTOP GUSSET SUPPORT AT ROLL UNDER COUNTERTOP. GUSSET SHALL MATCH CABINETRY FINSH. ANCHOR TO WALL WITH SOLID BLOCKING.CABINETRY END PANEL; MATCH CABINETRY FINISH. ANCHOR TO WALL WITH SOLID BLOCKING.LAZY SUSAN TURNTABLE CORNER BASE CABINET.45-DEGREE ANGLED CORNER UPPER CABINET.FULL HEIGHT CABINET TO ACCOMMODATE RECESSED CABINET-MOUNTED MICROWAVE & ASSOCIATED TRIM KIT, SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS.COUNTERTOP WITH INTEGRAL BACK-SPLASH (EXCEPT AT COMMUNITY KITCHEN), TYP., SEE FINISH SCHEDULE SPECIFICATIONS AND DETAILS.REFRIGERATOR, SEE SPECIFICATIONS.UNDER COUNTER REFRIGERATOR, SEE SPECIFICATIONS.RECESSED CABINET-MOUNTED MICROWAVE WITH INTEGRAL TRIM KIT, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.CABINET-MOUNTED MICROWAVE, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.SLIDE-IN RANGE, THIS LOCATION, SEE SPECIFICATIONS.CABINET-MOUNTED RANGE HOOD, THIS LOCATION, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS & SPECIFICATIONS. INSTALL SURFACE-MOUNTED FIRE SUPPRESSION DEVICES AT UNDERSIDE OF RANGE HOOD PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS.STAINLESS STEEL SINK FIXTURE, SEE PLUMBING DRAWINGS & SPECIFICATIONS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SHEATHING, PAINT, TYP., SEE FINISH SCHEDULE, AND SPECS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SOFFIT, PAINT, TYP., SEE FINISH SCHEDULE.WALL BASE, TYP., SEE FINISH SCHEDULE.CERAMIC WALL TILE, TYP., SEE FINISH SCHEDULE. INSTALL ALL CERAMIC TILE TRIM INCLUDING: BULLNOSE TOP COURSE, BULLNOSE OUTSIDE CORNERS, & COVE BASE.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL #D20P2 (TYP. OF (2)) AND MODEL #S9P1 (TYP. OF (1)). FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER & ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.FREE-STANDING TRASH RECEPTACLE, SEE SPECIFICATIONS.PROVIDE & INSTALL PREFABRICATED ROLL-IN SHOWER, WITH REMOVABLE SHOWER SEAT, SEE TOILET ROOM MOUNTING HEIGHT DIAGRAM FOR ADDITIONAL INFORMATION.INSTALL FIXED SHOWER HEAD ABOVE SHOWER/BATHTUB ASSEMBLY, THIS WALL.GRAB BARS, PROVIDE SOLID WOOD BLOCKING IN WALL.PROVIDE SOLID WOOD BLOCKING IN WALL FOR FUTURE GRABBARS INSTALLATION.PROVIDE & INSTALL 12" DEEP, HIGH/LOW SHELVES (PAINT) AND CLOSET RODS, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE & INSTALL 12" DEEP, HIGH SHELF (PAINT) AND CLOSET ROD, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE VINYL-COATED WIRE SHELVING, MIN. 3 SHELVES PER CLOSET.PROVIDE & INSTALL REMOTE SWITCHES FOR RANGE HOOD FAN & LIGHT, THIS LOCATION, SEE ELECTRICAL DRAWINGS. SWITCH COVER PLATE COLOR FINISH SHALL BE STAINLESS STEEL.INSIDE CABINET ABOVE KITCHEN RANGE HOOD, PROVIDE 'BOXED-OUT' ENCLOSURE AT RANGE HOOD DUCT. REMAINDER OF CABINET SHALL BE USABLE. DUCT ENCLOSURE SHALL MATCH THE CABINET BOX WOOD SPECIES AND FINISH.CERAMIC WALL TILE (15 FULL HEIGHT TILES). SEE MATERIAL LEGEND, FINISH PLANS, AND SPECIFICATIONS.COUNTERTOP MICROWAVE OVEN IN 38 APARTMENTS, COMMUNITY KITCHEN AND STAFF BREAK ROOM, SEE SPECIFICATIONS.PROVIDE FULL HEIGHT (8-FEET HIGH) FIBER REINFORCED PANELS (FRP) EQUAL TO MARLITE STANDARD FRP PANELS. COLOR TO BE DETERMINED FROM MANUFACTURERS FULL RANGE BY ARCHITECT. PRIOR TO ORDERING MATERIALS, SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL.23456781112131415161718192021B22232425269107A21A2728292A2Ba6041A1Ba6041C1D1E1F2'-2 3/8"6'-6 1/2"11'-6"3333333443A334334'-0"8'-6"4'-8"13'-1 1/2"3'-6"3'-6"3'-0"3'-5 1/4"4'-7"10'-0"11'-8"12'-5 3/4"8"2'-1"9'-0"9'-1"2'-0"7'-7 3/4"3'-9"3'-6"2423236'-5"6'-5"MECH.ENTRYCOATSSTORAGELIN.BATHBEDROOMLIVING ROOMKITCHEN287'-2"5'-11"1'-3"3'-0"1'-8"2'-6"3'-0"3'-0"2'-6"1'-0"3'-0"3'-0"2'-6"1'-0"1'-0"6a6105a61072243102141113266155'-5" HOLD4"1'-0"+ / - 3" V.I.F.3'-0"2'-0"+ / - 3" V.I.F.7'-2"3'-0"1'-8"2'-6"1'-0"1'-0" 3'-6" 2'-0"DW7a6101413622432124"1412C9'-2 3/4"V.I.F.102'-9 3/4" V.I.F.21B191413156894a610SIM.9'-2 3/4" V.I.F.1312B1114192011313153MAX.2'-10"912A9'-2 3/4" V.I.F.142013191514143149'-2 3/4" V.I.F.131521BplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a604ENLARGED PLANS AND INTERIORELEVATIONS (UNIT TYPE 4)001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"UNIT TYPE 4 -ENLARGED PLAN1NSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ASCALE: 1/4" = 1'-0"INTERIOR ELEVATION1BSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1CSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1DSCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ESCALE: 1/4" = 1'-0"INTERIOR ELEVATION1FADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2 WATER CLOSET, SEE SPECIFICATIONSWALL-MOUNTED HORIZONTAL GRAB BAR, SEE SPECIFICATIONS.WALL-MOUNTED VERTICAL [SAFETY] GRAB BAR, SEE SPECIFICATIONS.SURFACE-MOUNTED TOILET PAPER DISPENSER AREA, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPOSAL, SEE SPECIFICATIONS.SURFACE-MOUNTED MIRROR / RECESSED MEDICINE CABINET, SEE SPECIFICATIONS.SURFACE-MOUNTED SOAP DISPENSER, SEE SPECIFICATIONS.LAVATORY, SEE SPECIFICATIONS.ADDITIONAL FIXED SHOWER HEAD AND CONTROLS, SEE PLUMBING AND SPECIFICATIONS.1/2" MAX. THRESHOLD, SEE SPECIFICAITONS.CONTROL LOCATION AREA, SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER & WALL-MOUNTED CONTROLS [END WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [BACK WALL], SEE SPECIFICATIONS.STANDARD ROLL-IN SHOWER [END WALL], SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL HOOK, SEE SPECIFICATIONS.SURFACE-MOUNTED TOWEL BAR, SEE SPECIFICAITONS.SURFACE-MOUNTED ELECTRIC HAND DRYER, SEE SPECIFICATIONS.RECESSED SANITARY NAPKIN DISPENSER, SEE SPECIFICATIONS.STAINLESS STEEL SHELF WITH MOP AND BROOM HOLDERS & HOOKS, SEE SPECIFICATIONS.FIXED SHELF AND CLOSET ROD, SEE SPECIFICAITONS.REMOVABLE SHELF AND CLOSET ROD, SEE SPECIFICAITONS.CORNER GUARD, SEE SPECIFICATIONS.HIGH & LOW COAT HOOKS, SEE SPECIFICATIONS.13456789101112A12B12C1314151617181920212FIXTURE / ACCESSORY LEGEND3' - 0" MIN. 3' - 0" MAX. MIN.1' - 5"12332' - 0"1' - 0"MAX. 1' - 6"3' - 5" MAX.4' - 6" MIN.MAX.1' - 0"MIN.3' - 6"33" MAX.MIN.1 1/2"1' - 6" MIN.3' - 6" MAX.2' - 0" MIN.21542' - 10" MAX.3' - 4" MAX.4' - 0" MAX.7866GENERAL NOTES1. MOUNTING HEIGHTS ARE SHOWN, FOR REFERENCE ONLY. ALL FIXTURES, ACCESSORIES, DEVICES AND APPARATUSES, ETC., SHALL BE MOUNTED PER THE CURRENT ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES.2. INSTALL SOILD BLOCKING THROUGH ALL WALLS AS REQUIRED TO ACCOMMODATE INSTALLATION OF FIXTURES, ACCESSORIES, DEVICES, APPARATUSES, ETC., COMPLETE.3. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALL ASSEMBLIES AND FIRE-RESISTANCE-RATED FLOOR / CEILING ASSEMBLIES TO MATCH FIRE-RATING OF ASSOCIATED WALL AND / OR FLOOR / CEILING ASSEMBLY.MOUNTING HEIGHT DIAGRAMMIN. DEPTH1' - 5"2' - 6" MIN.2' - 10" MAX.KNEE CLEARACE8" MIN.MIN.9"TOE CLEARANCE6" MAX.82' - 6" MIN.MAX.2' - 0"MAX.6"102912A6' - 8"94' - 0" MAX.4' - 0" MAX.MAX.6"SEAT1' - 7" MAX.5' - 0" MIN.MAX.1' - 4"3' - 1" MIN.MIN.1' - 4"2' - 3" MAX.12B12CSEATMAX.1' - 7"2' - 6" MIN.101113141516174' - 0" MAX.6' - 0"FOR EXACT WIDTHSEE FLOOR PLANS4' - 0" MAX.6' - 0"[HIGH][LOW]1X PERIMETER BLOCKING, PAINT1X PERIMETER BLOCKING, PAINT18194" MAX.33'-0" MAX.6" MAX.3'-0" MAX.a6051A104 SFELMSHADE MED.ROOM0079'-6"9'-10 1/4"5'-2 1/2"+/- 9'-0" V.I.F.7151217AMIN.2'-4 1/4"13144"MAX.2'-10" 1'-8" 2'-6"3'-0" 1'-6"22Ba6053B3A3D3C51 SFSTAFF TOILET0056'-0 3/4"9'-6"2'-6 3/4"2'-1"3'-1 3/4"+/- 9'-0" V.I.F.1576821439a6101311527+/- 9'-0" V.I.F.78632451311527(15 FULL HEIGHT TILES)+/- 5'-3 3/4"+/- 9'-0" V.I.F.1631315279'-0" V.I.F.715681311827a60592 SFHORIZON MED.ROOM002B9'-6"8'-7"a30332A3'-0"11'-3 3/4"120 SFRECEPTIONOFFICE003715121137A14+/-9'-0" V.I.F.2'-10" 1'-8" 2'-6"4"MAX.2'-4 1/4"2'-6" 2'-6"2BKEYNOTES[ENLARGED PLANS & INTERIOR ELEVATION]1INSTALL PVC THERMAL PIPE WRAP AT ALL EXPOSED PIPING, TYP.. BASE CABINETS, UPPER CABINETS, AND ASSOCIATED HARDWARE TYP., SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS. FINISH ALL EXPOSED CABINETRY END PANELS, TOE-KICKS, VALENCES/APRONS, TO MATCH FINISH OF CABINETRY. CABINET HARDWARE SHALL BE SATIN NICKEL.45 DEGREE COUNTERTOP GUSSET SUPPORT AT ROLL UNDER COUNTERTOP. GUSSET SHALL MATCH CABINETRY FINSH. ANCHOR TO WALL WITH SOLID BLOCKING.CABINETRY END PANEL; MATCH CABINETRY FINISH. ANCHOR TO WALL WITH SOLID BLOCKING.LAZY SUSAN TURNTABLE CORNER BASE CABINET.45-DEGREE ANGLED CORNER UPPER CABINET.FULL HEIGHT CABINET TO ACCOMMODATE RECESSED CABINET-MOUNTED MICROWAVE & ASSOCIATED TRIM KIT, SEE DETAILS, FINISH SCHEDULE, & SPECIFICATIONS.COUNTERTOP WITH INTEGRAL BACK-SPLASH (EXCEPT AT COMMUNITY KITCHEN), TYP., SEE FINISH SCHEDULE SPECIFICATIONS AND DETAILS.REFRIGERATOR, SEE SPECIFICATIONS.UNDER COUNTER REFRIGERATOR, SEE SPECIFICATIONS.RECESSED CABINET-MOUNTED MICROWAVE WITH INTEGRAL TRIM KIT, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.CABINET-MOUNTED MICROWAVE, THIS LOCATION, SEE DETAILS & SPECIFICATIONS.SLIDE-IN RANGE, THIS LOCATION, SEE SPECIFICATIONS.CABINET-MOUNTED RANGE HOOD, THIS LOCATION, SEE ELECTRICAL DRAWINGS, HVAC DRAWINGS & SPECIFICATIONS. INSTALL SURFACE-MOUNTED FIRE SUPPRESSION DEVICES AT UNDERSIDE OF RANGE HOOD PER MANUFACTURER'S REQUIREMENTS, SEE SPECIFICATIONS.STAINLESS STEEL SINK FIXTURE, SEE PLUMBING DRAWINGS & SPECIFICATIONS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SHEATHING, PAINT, TYP., SEE FINISH SCHEDULE, AND SPECS.TYPE-X MOISTURE/MOLD-RESISTANT GYPSUM BOARD SOFFIT, PAINT, TYP., SEE FINISH SCHEDULE.WALL BASE, TYP., SEE FINISH SCHEDULE.CERAMIC WALL TILE, TYP., SEE FINISH SCHEDULE. INSTALL ALL CERAMIC TILE TRIM INCLUDING: BULLNOSE TOP COURSE, BULLNOSE OUTSIDE CORNERS, & COVE BASE.RECESSED, WALL-MOUNTED VERTICAL MAILBOXES EQUAL TO 2B GLOBAL, INC.: USPS COLLECTION MODEL #D20P2 (TYP. OF (2)) AND MODEL #S9P1 (TYP. OF (1)). FINISH SHALL BE NATURAL ANODIZED WITH ENGRAVED DOOR I.D., COORDINATE LABELING WITH OWNER & ARCHITECT PRIOR TO ORDERING MAILBOXES. INSTALL ALL FRAMING AND BLOCKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF MAILBOXES. INSTALL MAILBOXES TO COMPLY WITH ANSI A117.1 FOR ACCESSIBILITY.FREE-STANDING TRASH RECEPTACLE, SEE SPECIFICATIONS.PROVIDE & INSTALL PREFABRICATED ROLL-IN SHOWER, WITH REMOVABLE SHOWER SEAT, SEE TOILET ROOM MOUNTING HEIGHT DIAGRAM FOR ADDITIONAL INFORMATION.INSTALL FIXED SHOWER HEAD ABOVE SHOWER/BATHTUB ASSEMBLY, THIS WALL.GRAB BARS, PROVIDE SOLID WOOD BLOCKING IN WALL.PROVIDE SOLID WOOD BLOCKING IN WALL FOR FUTURE GRABBARS INSTALLATION.PROVIDE & INSTALL 12" DEEP, HIGH/LOW SHELVES (PAINT) AND CLOSET RODS, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE & INSTALL 12" DEEP, HIGH SHELF (PAINT) AND CLOSET ROD, SEE MOUNTING HEIGHT DIAGRAM & SPECIFICATIONS. INSTALL 1x PERIMETER BLOCKING (PAINT). PROVIDE VINYL-COATED WIRE SHELVING, MIN. 3 SHELVES PER CLOSET.PROVIDE & INSTALL REMOTE SWITCHES FOR RANGE HOOD FAN & LIGHT, THIS LOCATION, SEE ELECTRICAL DRAWINGS. SWITCH COVER PLATE COLOR FINISH SHALL BE STAINLESS STEEL.INSIDE CABINET ABOVE KITCHEN RANGE HOOD, PROVIDE 'BOXED-OUT' ENCLOSURE AT RANGE HOOD DUCT. REMAINDER OF CABINET SHALL BE USABLE. DUCT ENCLOSURE SHALL MATCH THE CABINET BOX WOOD SPECIES AND FINISH.CERAMIC WALL TILE (15 FULL HEIGHT TILES). SEE MATERIAL LEGEND, FINISH PLANS, AND SPECIFICATIONS.COUNTERTOP MICROWAVE OVEN IN 38 APARTMENTS, COMMUNITY KITCHEN AND STAFF BREAK ROOM, SEE SPECIFICATIONS.PROVIDE FULL HEIGHT (8-FEET HIGH) FIBER REINFORCED PANELS (FRP) EQUAL TO MARLITE STANDARD FRP PANELS. COLOR TO BE DETERMINED FROM MANUFACTURERS FULL RANGE BY ARCHITECT. PRIOR TO ORDERING MATERIALS, SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL.23456781112131415161718192021B22232425269107A21A2728292A2BplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a605ENLARGED PLANS AND INTERIORELEVATIONS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"ENLARGED ELMSHADE MED. ROOM1SCALE: 1/4" = 1'-0"INTERIOR ELEVATION1ASCALE: 1/4" = 1'-0"ENLARGED STAFF TOILET3SCALE: 1/4" = 1'-0"INTERIOR ELEVATION3ASCALE: 1/4" = 1'-0"INTERIOR ELEVATION3BSCALE: 1/4" = 1'-0"INTERIOR ELEVATION3CSCALE: 1/4" = 1'-0"INTERIOR ELEVATION3DSCALE: 1/4" = 1'-0"ENLARGED HORIZON MED. RM.2NNNSCALE: 1/4" = 1'-0"INTERIOR ELEVATION2AADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2 UPDNUPDNUPDNUPDNUPDNUPDNUPUPDNDNUPDNUPDN5'-0" 13'-9" = 5'-3"5'-11"8'-8"T @11" EA.15R @6.93" EA.169'-2 7/8"0"12"12"12"2ELEVATORHOLD INSIDE CLEAR8'-6"6'-11"3'-6"WINDOW MANUF.VERIFY WITHM.O.3'-4" 8"35'-11" 11'-11" = 6'-2"8'-8"5'-0" 8'-3" = 10'-9"4'-0"8"4'-0"17'-4"9'-2 7/8"R @6.40" EA.10R @6.93" EA.14T @11" EA.13T @11" EA.912"12"12"2ELEVATORHOLD INSIDE CLEAR8'-6"6'-11"3'-6"WINDOW MANUF.VERIFY WITHM.O.3'-4" 1'-4"310'-9"5'-11" 8'-3" = 9'-10"8'-8"4'-0"8"4'-0"28'-0"22'-8"5'-0" 8'-3" = R @6.40" EA.10R @6.40" EA.10T @11" EA.9T @11" EA.912"12"12"12"2ELEVATORHOLD INSIDE CLEAR8'-6"6'-11"3'-6"WINDOW MANUF.VERIFY WITHM.O.3'-4" 1'-4"38'-8"4'-0"8"4'-0"5'-0" 8'-3" = 10'-9"5'-11" 8'-3" = 9'-10"38'-8"33'-4"T @11" EA.9T @11" EA.9R @6.40" EA.10R @6.40" EA.102ELEVATORHOLD INSIDE CLEAR8'-6"6'-11"3'-6"WINDOW MANUF.VERIFY WITHM.O.3'-4" 1'-4"35'-11" 8'-3" = 9'-10"8'-8"4'-0"8"4'-0"5'-0" 8'-3" = 10'-9"49'-4"44'-0"T @11" EA.9T @11" EA.9R @6.80" EA.10R @6.80" EA.1012"12"12"2ELEVATORHOLD INSIDE CLEAR8'-6"6'-11"3'-6"WINDOW MANUF.VERIFY WITHM.O.3'-4" 1'-4"3GENEARL NOTES[ENLARGED STAIR PLANS]1. FROM GROUND FLOOR TO SECOND FLOOR, PROVIDE STEEL PAN STAIRS AND LANDINGS WITH CONCRETE INFILL, TYP. PROVIDE LIQUID DENSIFIER SEALER FINISH TO ALL CONCRETE, EQUAL TO "EUCO DIAMOND HARD," SEE SPECIFICATIONS.2. FROM SECOND FLOOR UP TO TOP OF STAIR, PROVIDE PRESSURE TREATED WOOD FRAMED STAIR WITH JOHNSONITE RUBBER STAIR TREADS, INTEGRAL NOSING AND LANDINGS TO MATCH, SEE MATERIAL LEGEND, FINISH PLANS AND SPECIFICATIONS.KEYNOTES[ENLARGED STAIR PLANS]1-1/2" DIAMETER PIPE HANDRAIL ANCHORED TO WALL.PROVIDE & INSTALL ELEVATOR AND ASSOCIATED EQUIPMENT PER MANUFACTURE'S REQUIREMENTS. SEE ELEVATOR SPECIFICATIONS, ELECTRICAL DRAWINGS & SPECIFICATIONS.PROVIDE GYPSUM BOARD AND METAL STUD WALL FULL HEIGHT OF STAIR. AT TOP-MOST LEVEL OF STAIR, WALL HEIGHT SHALL BE 44-INCHES A.F.F. SEE WALL SCHEDULE.PROVIDE 5/4" MDF CAP WITH EASED EDGES AND 1x4 MDF APRON WITH EASED EDGES AT TOP OF WALL. (PAINT)PROVIDE AREA OF REFUGE AND ASSOCIATED TWO-WAY COMMUNICATION AND SIGNAGE PER THE INTERNATIONAL BUILDING CODE, SEE ELECTRICAL DRAWINGS.123455'-11" 8'-3" = 9'-10"8'-8"4'-0" 8" 4'-0"5'-0" 8'-3" =55'-0"60'-8"T @11" EA.9T @11" EA.9R @6.80" EA.10R @6.80" EA.10ELEVATOR ROOF SEE ROOF PLAN12"12"12"M.O.3'-4" 1'-8"34RAILING TO EXTEND 1'-0" BEYOND TOP RISER, AND 1'-0" PLUS ONE TREAD LENGTH BEYOND BOTTOM RISER MAINTAIN MAX. DISTANCE OF BRACKETS AT 1'-0" FROM END OF RAILINGCAP END OF PIPE RAIL. WELD AND GRIND SMOOTH.1 1/2" DIA. PIPE RAIL (PAINT) GROUND THROUGH SECOND FLOOR1 1/2" DIA. OAK RAIL (STAIN) SECOND THROUGH FIFTH FLOORSTEEL HANDRAIL SUPPORT 3'-0" O.C. MAX. EVENLY SPACED.MIN.1 1/2"12'-10" 5'-0"T @11" EA.14R @6.93" EA.1522'-8"12"11'-4"0"12"135'-4" 8" 5'-4"M.O.3'-4" 1'-4"1'-4"M.O.4'-0"13'-10"R @6.93" EA.5T @11" EA.48'-8"11'-6 5/8"12"3'-8" =5'-0"4'-10"6'-1"11'-4"5'-4"8"5'-4"1312"12"12"5'-4" 8" 5'-4"T @11" EA.95'-4" 8" 5'-4"8'-2" 8'-3" = 5'-11"9'-1" 8'-3" = 5'-0"R @6.40" EA.10R @6.40" EA.10T @11" EA.9-5'-9 3/8"17'-4"12"12"11'-4"1351'-4"M.O.3'-4"11'-4" HOLD5'-0"8'-3" =9'-3"5'-11"8'-3" =8'-4"T @11" EA.9T @11" EA.95'-4"5'-4"8"R @6.40" EA.10R @6.40" EA.1022'-8"28'-0"12"12"CLEAR4'-0"12"12"1351'-4"M.O.3'-4"9'-3" 8'-3" = 5'-0"5'-11"8'-3" =8'-4"T @11" EA.9T @11" EA.9R @6.40" EA.10R @6.40" EA.105'-4" 8" 5'-4"11'-4"33'-4"38'-8"12"12"CLEAR4'-0"12"1351'-4"M.O.3'-4"3'-11"M.O.3'-4" 5'-5"5'-11"8'-3" =8'-4"5'-4"5'-4"8"T @11" EA.98'-3" = 5'-0"T @11" EA.949'-4"44'-0"R @6.40" EA.10R @6.40" EA.1011'-4"12"12"CLEAR4'-0"12"13451'-4"M.O.3'-4"3'-11"M.O.3'-4" 5'-5"planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a606ENLARGED STAIR PLANS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/4" = 1'-0"STAIR A -GROUND FLOOR1ASCALE: 1/4" = 1'-0"STAIR A -SECOND FLOOR2ASCALE: 1/4" = 1'-0"STAIR A -THIRD FLOOR3ASCALE: 1/4" = 1'-0"STAIR A -FOURTH FLOOR4ASCALE: 1/4" = 1'-0"STAIR A -FIFTH FLOOR5ASCALE: 1/4" = 1'-0"STAIR A -ROOF6ASCALE: 3" = 1'-0"PLAN DETAIL AT WALL HANDRAIL10SCALE: 1/4" = 1'-0"STAIR B-GROUND FLOOR1BSCALE: 1/4" = 1'-0"STAIR B-LANDING1CSCALE: 1/4" = 1'-0"STAIR B -SECOND FLOOR2BSCALE: 1/4" = 1'-0"STAIR B-THIRD FLOOR3BSCALE: 1/4" = 1'-0"STAIR B-FOURTH FLOOR4BSCALE: 1/4" = 1'-0"STAIR B-FIFTH FLOOR5BADDENDUM #A1 2019.10.24 2'-4" MIN.2'-10" MAX.4"2'-1"5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSADJUSTABLE SHELVING, TYP.CABINET HARDWARE, TYP., SEE SPECIFICATIONSINTEGRAL BACKSPLASHCOUNTERTOP WITH DOUBLE ROUND -OVER FRONT EDGE, SEE SPECIFICATIONSFINISH FLOOR, SEEFINISH SCHEDULECABINETRY, TYP., SEE SPECIFICATIONS1'-0"1'-8"B.O. RATED ASSEMBLYFINISH FLOOR, SEEFINISH SCHEDULE.CABINET HARDWARE, TYP., SEE SPECIFICATIONSADJUSTABLE SHELVING, TYP.TOE -KICK FINISH TO MATCH CABINETRYQUARTER -ROUND, FINISH TO MATCH CABINETRY2'-10"4"1'-0"8"4"5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSADJUSTABLE SHELVING, TYP.CABINET HARDWARE, TYP., SEE SPECIFICATIONSINTEGRAL BACKSPLASHCOUNTERTOP WITH DOUBLE ROUND -OVER FRONT EDGE, SEE SPECIFICATIONSCABINETRY, TYP., SEE SPECIFICATIONS2'-0"1"2'-1"3"COUNTERTOP WITH DOUBLE ROUND -OVER FRONT EDGE, SEE SPECIFICATIONSFINISH FLOOR, SEEFINISH SCHEDULECABINET HARDWARE (BEYOND), TYP., SEE SPECIFICATIONSSINK FIXTURE COMPLYING WITH ANSIA117.1, SEE PLUMBING DRAWINGSAPRON, FINISH TO MATCH CABINETRYPVC THERMAL PIPE INSULATION ATALL EXPOSED PLUMBINGCABINETRY (BEYOND), TYP., SEE SPECIFICATIONS8"1'-0"2'-10" MAX.4"5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSCABINET HARDWARE, TYP., SEE SPECIFICATIONSINTEGRAL BACKSPLASHCABINETRY, TYP., SEE SPECIFICATIONS2'-4" MIN.4 1/2"1"2'-10" MAX.2'-4" MIN.VANITY MIRROR, SEE SPECIFICATIONSUNDER -MOUNT SINK FIXTURECOMPLYING WITH ANSI A117.1, SEEPLUMBING DRAWINGSCULTURED MARBLE COUNTERTOPWITH 1/8" RADIUS EASED OUTSIDE EDGES, SEE SPECIFICATIONSAPRON, FINISH TO MATCH CABINETRYPVC THERMAL PIPE INSULATION AT ALL EXPOSED PLUMBINGPROVIDE &INSTALL SOLID THROUGH -WALLBLOCKING AS REQUIRED TOACCOMODATEINSTALLATION OFCABINETRY,COUNTERTOPS,AND APPLIANCES,TYPICAL5/8" TYPE -XMOLD / MOISTURE -RESISTANT GYPSUM BOARD SHEATHING, PREP., PRIME, AND PAINT, SEE FINISH SCHEDULE.0.060" THICK OVC WALL PROTECTION,SEE FINISH SCHEDULE.RETURN SHEET VINYL FLOORING UP WALL, SEE MATERIAL LEGEND.FINISH FLOOR, SEEFINISH SCHEDULE2'-1"1'-0"8"COUNTERTOP (BEYOND).RANGE, SEE SPECIFICATIONS5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSCABINET HARDWARE, TYP., SEE SPECIFICATIONSCABINETRY, TYP., SEE SPECIFICATIONSINTEGRAL BACKSPLASHCOUNTERTOP WITH DOUBLE ROUND -OVER FRONT EDGE, SEE SPECIFICATIONSFINISH FLOOR, SEEFINISH SCHEDULECABINET HARDWARE, TYP., SEE SPECIFICATIONSQUARTER -ROUND, FINISH TO MATCHCABINETRYSINK FIXTURE COMPLYING WITH ANSIA117.1, SEE PLUMBING DRAWINGSPVC THERMAL PIPE INSULATION ATALL EXPOSED PLUMBINGCABINET, TYP., SEE SPECIFICATIONS1'-0"8"4"2'-1"3'-0"5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSCABINET HARDWARE, TYP., SEE SPECIFICATIONSCABINETRY, TYP., SEE SPECIFICATIONS4"3"5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSADJUSTABLE SHELVING, TYP.CABINET HARDWARE, TYP., SEE SPECIFICATIONSINTEGRAL BACKSPLASHCOUNTERTOP WITH DOUBLE ROUND -OVER FRONT EDGE, SEE SPECIFICATIONSFINISH FLOOR, SEEFINISH SCHEDULECABINET HARDWARE, TYP., SEE SPECIFICATIONSADJUSTABLE SHELVING, TYP.TOE -KICK FINISH TO MATCH CABINETRYQUARTER -ROUND, FINISH TO MATCHCABINETRYCABINETRY, TYP., SEE SPECIFICATIONS1'-0"3'-0"4"8"4"1"2'-1"3"QUARTZ COUNTERTOP, SEE SPECIFICATIONS1'-0"2"2'-4" MIN.2'-10" MAX.FINISH FLOOR, SEEFINISH SCHEDULESINK FIXTURE COMPLYING WITH ANSIA117.1, SEE PLUMBING DRAWINGSAPRON, FINISH TO MATCH CABINETRYPVC THERMAL PIPE INSULATION ATALL EXPOSED PLUMBINGCABINETRY (BEYOND), TYP., SEE SPECIFICATIONS5 / 8" TYPE -X GYPSUM BOARDSHEATHING, PAINT2X WOOD FRAMING AT 16" O.C, TYP. (EXCEPT FIRST FLOOR, WHICH IS METAL FRAMING)CORNER BEAD, TYPICAL AT ALLINSIDE & OUTSIDE CORNERSCABINET HARDWARE, TYP., SEE SPECIFICATIONSCABINETRY, TYP., SEE SPECIFICATIONSVANITY MIRROR, SEE SPECIFICATIONSUNDER -MOUNT SINK FIXTURECOMPLYING WITH ANSI A117.1, SEEPLUMBING DRAWINGSQUARTZ COUNTERTOP, SEE SPECIFICATIONS.APRON, FINISH TO MATCH CABINETRYPVC THERMAL PIPE INSULATION AT ALL EXPOSED PLUMBINGPROVIDE &INSTALL SOLID THROUGH -WALLBLOCKING AS REQUIRED TOACCOMODATEINSTALLATION OFCABINETRY,COUNTERTOPS,AND APPLIANCES,TYPICALACOUSTICAL CEILING TILE0.060" THICK OVC WALL PROTECTION,SEE FINISH SCHEDULE.RETURN SHEET VINYL FLOORING UP WALL, SEE MATERIAL LEGEND.2'-10"4 1/2"1"2'-4"planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a610SECTION DETAILS001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 3/4" = 1'-0"SECTION DETAIL1SCALE: 3/4" = 1'-0"SECTION DETAIL2SCALE: 3/4" = 1'-0"SECTION DETAIL3SCALE: 3/4" = 1'-0"SECTION DETAIL4SCALE: 3/4" = 1'-0"SECTION DETAIL6SCALE: 3/4" = 1'-0"SECTION DETAIL7SCALE: 3/4" = 1'-0"SECTION DETAIL5SCALE: 3/4" = 1'-0"SECTION DETAIL8SCALE: 3/4" = 1'-0"SECTION DETAIL9 WWWWWWDDDDDDUPUP599 SFMECHANICAL ANDELECTRICAL0101832 SFCORRIDOR100C104 SFELMSHADE MED.ROOM007136 SFPROGRAMMANAGER'SOFFICE006A430 SFELMSHADEOFFICES00651 SFSTAFFTOILET005233 SFSHARED COPY /FILES004141 SFSUPPORTIVEHOUSING OFFICE002E472 SFHORIZONPROGRAM002A107 SFDIRECTOR'SOFFICE002D104 SFPROGRAMMANAGER'SOFFICE002C92 SFHORIZON MED.ROOM002B120 SFRECEPTIONOFFICE003HORIZONWAITINGAREA002123 SFVESTIBULE001341 SFCONFERENCEROOM018313 SFCOMMON LAUNDRY01753 SFMEN'STOILET01657 SFWOMEN'STOILET015193 SFSTAFF BREAKROOM014206 SFCOMMUNITYKITCHEN013811 SFCOMMUNITY ROOM012123 SFVESTIBULE100D60 SFTRASH /RECYCLE011FLT13'-0"661 SF(TYPE 2A)1-BEDROOMAPARTMENT104668 SF(TYPE 2A)1-BEDROOMAPARTMENT103668 SF(TYPE 2A)1-BEDROOMAPARTMENT102711 SF(TYPE 1A)1-BEDROOMAPARTMENT101LVT1FLT1FLT1FLT1FLT1LVT1SVP1LVT1VCT1SVP1CONCCRP1CONCCRP1CRP1CRP1CRP1CRP1CRP1VCT1CONCCRP1LVT1FLT1VCT1SVP1VCT1SVP1SVP1VCT1VCT148 SFSERVER008100 SFBUILDINGMAINTENANCEOFFICE009TS1TS2TS2TS2TS2TS1TS1TS2TS2TS1TS1TS1TS1TS1TH1TS2TH1TH1TS1TS1TS1TS1CRP1CONCCONCLVT1LVT1TS1PT1PT3PT2WT2WB1CTR3CTR3CTR3CTR3VCT1PT1PT3PT2WT2WB1VCT1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT3PT3ACT2ACT2ACT2CTR2CTR1CTR1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1WB1WDC1PT3ACT2CAB1CTR2ACT2CAB1WDC1ACT3ACT3WDC1ACT3WDC1WDC1CAB1ACT1ACT1ACT1CTR1CAB1ACT1ACT1ACT1TB1CAB1ACT1ACT2ACT1ACT1LVT1ACT2ACT2PT471 SFELEVATORE01WB1WB1TH1PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2PT1PT2FRP1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1WB1CWT1RCW1RCW1CWT1CWT1CWT1FRP2CRP1VCT1LEGEND[FINISH PLANS]FINISH TAGLVT1SVP1CRP1FLT1CONCVCT1#planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a701GROUND FLOOR FINISH PLAN AND MATERIALLEGEND001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"GROUND FLOOR-FINISH PLAN1RUBBER STAIR TREADS ST 1 JOHNSONITE - - - PROVIDE LANDINGS TO MATCH, SEE SPECIFICATIONS.WINDOW TREATMENT WT 2 GRABER/ HORIZONTAL BLINDS- WHITE 2" HORIZONTAL PVC BLINDS VALENCE NOT REQUIRED. SEE SPECIFICATIONS, SEE WINDOW/ STOREFRONT SCHEDULE FOR DIMENSIONS.WINDOW TREATMENT WT 1 [NOT USED] - - --WOOD CABINETRY CAB 1 KOUNTRY WOOD PRODUCTS - VINTAGE MAPLE CABINETRY ALL CABINATE HARDWARE SHALL BE SATIN NICKELCULTURED MARBLE COUNTERTOP CTR 3 - ---WITH INTEGRAL BOWL, SEE SPECIFICATIONS.QUARTZ COUNTERTOP CTR 2 DUPONT/ ZODIAQ - - 1 1/4" THICK COUNTERTOP1/8" RADIUS EDGESHPL COUNTERTOP CTR 1 WILSONART/HPL - - 1- 1/4" THICK COUNTERTOP 1/2" RADIUS DOUBLE ROUND-OVER FRONT EDGEFLOOR THRESHOLD TH 1 PEMKO - STAINLESS STEEL THERMALLY-BROKEN SADLE SHALL COMPLY WITH ANSI A.117.1FLOOR TRANSITION STRIP TS 2 SCHLUTER/ SCHIENE AE-80 SATIN ANODIZED - TRANSITION (V.I.F.): FLT1 TO CRP1, LVT1 TO CRP1.FLOOR TRANSITION STRIP TS 1 SCHLUTER/ RENO-U AEU-80 SATIN ANODIZED - TRANSITION (V.I.F.): FLT1 TO LVT1, FLT1 TO CONC, LVT1 TO CONC1, LVT1 TO SVP1.GROUT GRT 3 LATRICE/ CEMENTITOUS GROUT 1500 SANDED GROUT - - GROUT WIDTH SHALL BE PER MANUFACTURER'S REQUIREMENTSGROUT GRT 2 LATRICE/ CEMENTITOUS GROUT 1500 SANDED GROUT - - GROUT WIDTH SHALL BE PER MANUFACTURER'S REQUIREMENTSGROUT GRT 1 LATRICE/ CEMENTITOUS GROUT 1500 SANDED GROUT - - GROUT WIDTH SHALL BE PER MANUFACTURER'S REQUIREMENTSPAINT PT 4 SHERWIN-WILLIAMS PROMAR ZERO VOC - EXPOSED STEEL-PAINT PT 3 SHERWIN-WILLIAMS PROMAR ZERO VOC - CEILINGS, SOFFITS-PAINT PT 2 SHERWIN-WILLIAMS PROMAR ZERO VOC - DOORS, TRIM, SILLS-PAINT PT 1 SHERWIN-WILLIAMS PROMAR ZERO VOC - WALLS-ANCILLARY FINISHSUSPENDED WOOD CEILING WDC 1NORTON INDUSTRIES/ LINEAR WOODPLANKPLANK SOLID MAPLE 1" X 6" WOOD PLANKS MANUFACTURER'S SUSPENSION SYSTEM (COLOR FINISH: SATIN SILVER)SUSPENDED ACOUSTICAL CEILING ACT 3 ARMSTRONG/ CIRRUS 534 WHITE 24" X 24" TILE ANGLED TEGULAR WITH PRELUDE 15/16 SUSPENSION SYSTEM (COLOR FINISH: WHITE)SUSPENDED ACOUSTICAL CEILING ACT 2 ARMSTRONG/ ARMATUFF 861 WHITE 24" X 24" TILE SQUARE LAY-IN WITH PRE;UDE 15/16 SUSPENSION SYSTEM (COLOR FINISH: WHITE)SUSPENDED ACOUSTICAL CEILING ACT 1 ARMSTRONG/ CORTEGA 770WHITE 24" X 24" TILE SQUARE LAY-IN & TEGULAR WITH PRELUDE 15/16 SUSPENSION SYSTEM (COLOR FINISH: WHITE)CEILING FINISHFIBER REINFORCED PANEL FRP 2 MARLITE STANDARD FRP TBD 4' x 4' PANELS PROVIDE FULL HEIGHT PANELS. SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING ANY MATERIAL.FIBER REINFORCED PANEL FRP 1 MARLITE STANDARD FRP TBD 4' x 8' PANELS PROVIDE FULL HEIGHT PANELS. SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING ANY MATERIAL.CERAMIC WALL TILE CWT 1 AMERICAN OLEAN/ URBAN CANVAS - - 4- 1/4" X 12- 3/4" 1/2 RUNNING BOND, TOP COURSE SHALL HAVE BULLNOSE TOP EDGEWALL FINISHCERAMIC TILE WALL BASE TB 1 AMERICAN OLEAN/ URBAN CANVAS COVE BASE - 4- 1/4" X 12- 3/4"1/2 RUNNING BOND PATTERNRUBBER WALL BASE WB 1 JOHNSONITE/ TRADITIONAL TRADITIONAL WITH TOE - 4" HIGH-WALL BASEVINYL COMPOSITE TILE VCT 1 ARMSTRONG - - --CARPET TILE CPT 1 INTERFACE UR501 VARIES PER ROOM 9.845" x 39.38" COORD. COLOR FINISH WITH ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLOR FINISHESSHEET VINYL SVP 1 JOHNSONITE / TRADITIONAL TRADITIONAL WITH TOE TO BE SELECTED FROM MANUF. FULL RANGE ROLLHEAT WELDED SEAMS (FINISH TO MATCH FLOORING) RETURN FLOORING UP WALL 4-INCHES. PROVIDE ALUMINUM SCHLUTER EDGEPROFILE AT TOP OF WALL RETURN.RECESSED WALK-OFF MAT RCW 1 BABCOCK-DAVIS/ ALUM. GRID MAT - - - RECESSED, TOP OF MAT SHALL BE FLUSH WITH TOP OF FINISHED FLOORENGINEERED VINYL PLANK LVT 1 USF CONTRACT/ LVT PLANKS - - 7-1/8" X 48"1/3 RUNNING BOND PATTERNPORCELAIN FLOOR TILE FLT 1 STONEPEAK/ MATERIA 3D - - 6" X 24"1/3 RUNNING BOND PATTERNLIQUID DENSIFIER CONC 1 EUCLID/ EUCO DIAMOND HARD - - --FLOOR FINISHMATERI... SPECITEMFINISH CODEMANUFACTURER/ SERIES MODEL NUMBER COLOR FORMATNOTESMATERIAL LEGENDNADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2A2 UPUP732 SF(TYPE 2)1-BEDROOMAPARTMENT213673 SF(TYPE 2)1-BEDROOMAPARTMENT211673 SF(TYPE 2)1-BEDROOMAPARTMENT209673 SF(TYPE 2)1-BEDROOMAPARTMENT207715 SF(TYPE 2)1-BEDROOMAPARTMENT205729 SF(TYPE 2)1-BEDROOMAPARTMENT214673 SF(TYPE 2)1-BEDROOMAPARTMENT212673 SF(TYPE 2)1-BEDROOMAPARTMENT210673 SF(TYPE 2)1-BEDROOMAPARTMENT208672 SF(TYPE 2)1-BEDROOMAPARTMENT206670 SF(TYPE 2)1-BEDROOMAPARTMENT204755 SF(TYPE 3)1-BEDROOMAPARTMENT201685 SF(TYPE 4)1-BEDROOMAPARTMENT202658 SF(TYPE 2)1-BEDROOMAPARTMENT20332 SFCUST.21740 SFI.T. CLOSET216280 SFSTAIR BB02116 SFCHASEC02234 SFSTAIR AA0262 SFTRASH /RECYCLE21571 SFELEVATORE011623 SFCORRIDOR200215 SFRECEPTIONLOUNGE200AVCT1SVP1VCT1VCT1SVP1VCT1SVP1SVP1VCT1VCT1VCT1SVP1VCT1SVP1VCT1VCT1SVP1VCT1VCT1SVP1VCT1VCT1SVP1VCT1VCT1SVP1VCT1CRP1VCT1LVT1SVP1LVT1SVP1VCT1?VCT1VCT1SVP1VCT1VCT1SVP1VCT1TS1TS1TS1TS1TS1TS1TS1TS1TS1TS1TS1TS1TS1TS1TS2TS1TS1LVT1LVT1LVT1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1VCT1PT1PT3PT2WT2WB1VCT1PT1PT3PT2WT2WB1VCT1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1PT1PT3PT2WT2WB1ACT1PT1WDC1PT3PT3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3CTR3WT2CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1CAB1CTR1PT1PT2PT1PT2PT1PT2ST1ST1WB1WB1WB1WB1FRP2FRP2PT1PT2ACT2ACT2LEGEND[FINISH PLANS]FINISH TAGLVT1SVP1CRP1FLT1CONCVCT1#planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a702SECOND THROUGH FIFTH FLOOR FINISHPLAN AND MATERIAL LEGEND001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSSCALE: 1/8" = 1'-0"TYPICAL SECOND THROUGH FIFTH FLOOR FINISH PLAN1NRUBBER STAIR TREADS ST 1 JOHNSONITE - - - PROVIDE LANDINGS TO MATCH, SEE SPECIFICATIONS.WINDOW TREATMENT WT 2 GRABER/ HORIZONTAL BLINDS- WHITE 2" HORIZONTAL PVC BLINDS VALENCE NOT REQUIRED. SEE SPECIFICATIONS, SEE WINDOW/ STOREFRONT SCHEDULE FOR DIMENSIONS.WINDOW TREATMENT WT 1 [NOT USED] - - --WOOD CABINETRY CAB 1 KOUNTRY WOOD PRODUCTS - VINTAGE MAPLE CABINETRY ALL CABINATE HARDWARE SHALL BE SATIN NICKELCULTURED MARBLE COUNTERTOP CTR 3 - ---WITH INTEGRAL BOWL, SEE SPECIFICATIONS.QUARTZ COUNTERTOP CTR 2 DUPONT/ ZODIAQ - - 1 1/4" THICK COUNTERTOP1/8" RADIUS EDGESHPL COUNTERTOP CTR 1 WILSONART/HPL - - 1- 1/4" THICK COUNTERTOP 1/2" RADIUS DOUBLE ROUND-OVER FRONT EDGEFLOOR THRESHOLD TH 1 PEMKO - STAINLESS STEEL THERMALLY-BROKEN SADLE SHALL COMPLY WITH ANSI A.117.1FLOOR TRANSITION STRIP TS 2 SCHLUTER/ SCHIENE AE-80 SATIN ANODIZED - TRANSITION (V.I.F.): FLT1 TO CRP1, LVT1 TO CRP1.FLOOR TRANSITION STRIP TS 1 SCHLUTER/ RENO-U AEU-80 SATIN ANODIZED - TRANSITION (V.I.F.): FLT1 TO LVT1, FLT1 TO CONC, LVT1 TO CONC1, LVT1 TO SVP1.GROUT GRT 3 LATRICE/ CEMENTITOUS GROUT 1500 SANDED GROUT - - GROUT WIDTH SHALL BE PER MANUFACTURER'S REQUIREMENTSGROUT GRT 2 LATRICE/ CEMENTITOUS GROUT 1500 SANDED GROUT - - GROUT WIDTH SHALL BE PER MANUFACTURER'S REQUIREMENTSGROUT GRT 1 LATRICE/ CEMENTITOUS GROUT 1500 SANDED GROUT - - GROUT WIDTH SHALL BE PER MANUFACTURER'S REQUIREMENTSPAINT PT 4 SHERWIN-WILLIAMS PROMAR ZERO VOC - EXPOSED STEEL-PAINT PT 3 SHERWIN-WILLIAMS PROMAR ZERO VOC - CEILINGS, SOFFITS-PAINT PT 2 SHERWIN-WILLIAMS PROMAR ZERO VOC - DOORS, TRIM, SILLS-PAINT PT 1 SHERWIN-WILLIAMS PROMAR ZERO VOC - WALLS-ANCILLARY FINISHSUSPENDED WOOD CEILING WDC 1NORTON INDUSTRIES/ LINEAR WOODPLANKPLANK SOLID MAPLE 1" X 6" WOOD PLANKS MANUFACTURER'S SUSPENSION SYSTEM (COLOR FINISH: SATIN SILVER)SUSPENDED ACOUSTICAL CEILING ACT 3 ARMSTRONG/ CIRRUS 534 WHITE 24" X 24" TILE ANGLED TEGULAR WITH PRELUDE 15/16 SUSPENSION SYSTEM (COLOR FINISH: WHITE)SUSPENDED ACOUSTICAL CEILING ACT 2 ARMSTRONG/ ARMATUFF 861 WHITE 24" X 24" TILE SQUARE LAY-IN WITH PRE;UDE 15/16 SUSPENSION SYSTEM (COLOR FINISH: WHITE)SUSPENDED ACOUSTICAL CEILING ACT 1 ARMSTRONG/ CORTEGA 770WHITE 24" X 24" TILE SQUARE LAY-IN & TEGULAR WITH PRELUDE 15/16 SUSPENSION SYSTEM (COLOR FINISH: WHITE)CEILING FINISHFIBER REINFORCED PANEL FRP 2 MARLITE STANDARD FRP TBD 4' x 4' PANELS PROVIDE FULL HEIGHT PANELS. SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING ANY MATERIAL.FIBER REINFORCED PANEL FRP 1 MARLITE STANDARD FRP TBD 4' x 8' PANELS PROVIDE FULL HEIGHT PANELS. SUBMIT PRODUCT DATA FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING ANY MATERIAL.CERAMIC WALL TILE CWT 1 AMERICAN OLEAN/ URBAN CANVAS - - 4- 1/4" X 12- 3/4" 1/2 RUNNING BOND, TOP COURSE SHALL HAVE BULLNOSE TOP EDGEWALL FINISHCERAMIC TILE WALL BASE TB 1 AMERICAN OLEAN/ URBAN CANVAS COVE BASE - 4- 1/4" X 12- 3/4"1/2 RUNNING BOND PATTERNRUBBER WALL BASE WB 1 JOHNSONITE/ TRADITIONAL TRADITIONAL WITH TOE - 4" HIGH-WALL BASEVINYL COMPOSITE TILE VCT 1 ARMSTRONG - - --CARPET TILE CPT 1 INTERFACE UR501 VARIES PER ROOM 9.845" x 39.38" COORD. COLOR FINISH WITH ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLOR FINISHESSHEET VINYL SVP 1 JOHNSONITE / TRADITIONAL TRADITIONAL WITH TOE TO BE SELECTED FROM MANUF. FULL RANGE ROLLHEAT WELDED SEAMS (FINISH TO MATCH FLOORING) RETURN FLOORING UP WALL 4-INCHES. PROVIDE ALUMINUM SCHLUTER EDGEPROFILE AT TOP OF WALL RETURN.RECESSED WALK-OFF MAT RCW 1 BABCOCK-DAVIS/ ALUM. GRID MAT - - - RECESSED, TOP OF MAT SHALL BE FLUSH WITH TOP OF FINISHED FLOORENGINEERED VINYL PLANK LVT 1 USF CONTRACT/ LVT PLANKS - - 7-1/8" X 48"1/3 RUNNING BOND PATTERNPORCELAIN FLOOR TILE FLT 1 STONEPEAK/ MATERIA 3D - - 6" X 24"1/3 RUNNING BOND PATTERNLIQUID DENSIFIER CONC 1 EUCLID/ EUCO DIAMOND HARD - - --FLOOR FINISHMATERI... SPECITEMFINISH CODEMANUFACTURER/ SERIES MODEL NUMBER COLOR FORMATNOTESMATERIAL LEGENDADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2 [TYPE 1][TYPE 2]7"12"20"5"DOOR TYPES[TYPE 3]10"HEIGHTWIDTHHEIGHTWIDTHWIDTHHEIGHT[TYPE 1][TYPE 2]MASONRY FRAMEFRAME TYPES[DOOR]WIDTH[DOOR]HEIGHT[DOOR]WIDTH[DOOR]HEIGHT[TYPE 3]4" FRAME2" FRAME2" FRAMEGLAZING, SEE GLAZING SCHEDULEALUMINUM AND GLASS ENTRY DOOR, SEE CURTAIN WALL SCHEDULE, STOREFRONT SCHEDULE AND SPECIFICATIONS[TYPE 4]SEE CURTAIN WALL SCHEDULE[TYPE 5]SEE ALUMINUM STOREFRONT SCHEDULESEE HOLLOW METAL STOREFRONT SCHEDULE[TYPE 1P]POCKET DOOR[DOOR]WIDTH[DOOR]HEIGHT2" FRAMEWIDTHHEIGHT[TYPE 1A]GENERAL NOTESTHRESHOLD / TRANSITION TYPESGLASS TYPESHARDWARE TYPESREMARKS1. SEE SPECIFICATIONS FOR HARDWARE TYPES.1. SEE GLAZING SCHEDULE1. SHALL COMPLY WITH ANSI A117.1, SEE FINISH PLANS.1. AT ALL MOBILITY IMPAIRED (ADA) AND HEARING / VISUAL APARTMENTS, PROVIDE AND INSTALL DOORBELL AND ALL ASSOCIATED POWER AND CABELING COMPLYING WITH ANSI A117.1, SEE ELECTRICAL DRAWINGS.2. PROVIDE AND INSTALL DOOR VIEWER AT 60-INCHES A.F.F. MEASURED TO CENTER OF VIEWER. AT ACCESSIBLE APARTMENTS, INSTALL ADDITIONAL DOOR VIEWER AT 44-INCHES A.F.F. MEASURED TO CENTER OF VIEWER.3. POCKET DOOR. INSTALL ALL SOLID BLOCKING & FRAMING REQUIRED TO ACCOMMODATE INSTALLATION. ABBREVIATIONS LEGENDSC SOLID COREHMHOLLOW METALHPLHIGH PRESSURE LAMINATEPTPAINTSTSTAIN4. PROVIDE AND INSTALL DOOR ACTUATOR AND ALL ASSOCIATED POWER AND CABELING THAT COMLIES WITH ANSI A117.1, SEE FLOOR PALNS AND SPECIFICATIONS.5. STEEL STIFFENED HOLLOW METAL DOOR, FULLY INSULATED AND WEATHER-STRIPPED. U-VALUE SHALL BE 0.32 OR BETTER.6. DOUBLE LEAF DOOR. PROVIDE TWO EQUAL LEAFS, SEE FLOOR PLANS.DOOR, SEE DOOR SCHEDULE(TYPE-1)METAL FRAME, PAINTCONTINUOUS ACOUSTICAL SEALANTENTIRE PERIMETER OF FRAME(BOTH SIDES)DOOR, SEE DOOR SCHEDULE(TYPE-3)METAL FRAME, PAINTCONTINUOUS ACOUSTICAL SEALANTENTIRE PERIMETER OF FRAME(BOTH SIDES)LAMINATE GYPSUM BOARD TOMASONRYDOOR, SEE DOOR SCHEDULE(TYPE-4)EXTERIOR WALLASSEMBLY, SEE WALLSECTIONSMETAL FRAME, PAINTCONTINUOUS ACOUSTICAL SEALANTENTIRE PERIMETER OF FRAME(BOTH SIDES)(STAIR SIDE)(EXTERIOR SIDE)(STAIR SIDE)CMU VENEER BLOCK, SEE ELEVATIONS AND SPECIFICATIONS(TYPE-5)ALUM. AND GLASS DOOR SEE CURTAIN WALL / STOREFRONT SCHEDULE AND SPECIFICATIONSALUMINUM FRAME, SEESTOREFRONT/CURTAIN WALLSCHEDULECONTINUOUS BACKER ROD &SEALANT ENTIRE PERIMETER OFSTOREFRONT (BOTH SIDES)DOOR, SEE DOOR SCHEDULE1" THICK (ACTUAL) WOOD FRAME AND DOOR STOP, PAINT.3/4" THICK X 2" WIDE (ACTUAL) MDF TRIM, PAINT (BOTH SIDES). EASE ALL OUTSIDE EDGESDOUBLE STUD FRAMING AT JAMBSTUD FRAMING, ENTIREPERIMETER OF OPENING. SEE WALL SCHEDULE2x SOLID WOOD FRAMING, ENTIREPERIMETER OF OPENING-FRAME THROAT OPENING TO WRAP AROUND WALL, SEE WALL SCHEDULE FOR TYPE AND THICKNESSFRAME THROAT OPENING FLUSH WITH WALL, SEE WALL SCHEDULE FOR TYPE AND THICKNESS(JAMB)(HEAD)POCKET DOOR, SEE DOOR SCHEDULE1" THICK (ACTUAL) SOLID WOOD FRAME, PAINT.3/4" THICK X 2" WIDE (ACTUAL) MDF TRIM, PAINT (BOTH SIDES). EASE ALL OUTSIDE EDGESDOUBLE STUD FRAMING AT JAMB1" THICK (ACTUAL) WOLID WOOD FRAME, PAINT.3/4" THICK X 2" WIDE (ACTUAL) MDF TRIM, PAINT (BOTH SIDES).EASE ALL OUTSIDE EDGESPOCKET DOOR, SEE DOOR SCHEDULEPOCKET DOOR HARDWARE KIT, INSTALL PER MANUFACTURER'SINSTRUCTIONS, SEE SPECIFICATIONSDOUBLE STUD FRAMING AT HEADSEE WALL SCHEDULE(TYPE-2) SEE WALL SCHEDULESEE WALL SCHEDULE(TYPE-2A)--DOOR, SEE DOOR SCHEDULE(TYPE-4A)EXTERIOR WALLASSEMBLY, SEE WALLSECTIONSMETAL FRAME, PAINTCONTINUOUS ACOUSTICAL SEALANTENTIRE PERIMETER OF FRAME(BOTH SIDES)(EXTERIOR SIDE)(STAIR SIDE)FIBER CEMENT PANEL SYSTEM, SEE EXTERIOR ELEVATIONS AND SPECIFICATIONS2x SOLID WOOD FRAMING, ENTIREPERIMETER OF OPENING-JAMB TYPESplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a800DOOR SCHEDULE001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSTYPICAL APARTMENT DOORSDOOR SCHEDULETYPICAL MARK ROOM NAMEDOORFRAMEHEAD/JAMBTYPETHRESHOLDGLASS TYPEHARDWAREREMARKSSIZETYPEMATERIAL FINISH LABELTYPEMATERIAL FINISHWIDTH HEIGHT THICKNESSTYPICAL.01 APARTMENT ENTRY 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN 20-MINUTE 1 HOLLOW METAL PAINT 1 - - U01 2TYPICAL.01A APARTMENT ENTRY 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN 20-MINUTE 1 HOLLOW METAL PAINT 1 - - U01A 1/2TYPICAL.02 APARTMENT COATS 2' - 6" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U02 -TYPICAL.03 APARTMENT STORAGE 2' - 6" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U02 -TYPICAL.04 APARTMENT BATH 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U03 -TYPICAL.05 APARTMENT LINEN 2' - 8" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1P WOOD PAINT 2A - - U06A 3TYPICAL.05A APARTMENT LINEN 2' - 8" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1P WOOD PAINT 2A - - U06A 3TYPICAL.06 APARTMENT BEDROOM 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U03 -TYPICAL.07 APARTMENT CLOSET 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U02 -TYPICAL.08 APARTMENT MECHANICAL 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U04 -FIRST FLOORDOOR SCHEDULEMark ROOM NAMEDOORFRAMESHEAD/JAMBTYPETHRESHOLDGLASS TYPEHARDWAREREMARKSIZETYPEMATERIAL FINISH LABELTYPEMATERIAL FINISHWIDTH HEIGHT THICKNESS001.01 VESTIBULE 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 4 ALUMINUM ALUMINUM 5 1 3 01 4001.02 VESTIBULE 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 02 4002.01 HORIZON WAITING AREA 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 03 -002A.01 HORIZON WAITING AREA 3' - 4" 7' - 0" 1 3/4" 2 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - 1 04 -002B.01 HORIZON MED. ROOM 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 05 -002C.01 HORIZON PROGRAM 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 06 -002D.01 DIRECTOR'S OFFICE 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 06 -002E.01 SUPPORTIVE HOUSING OFFICE 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 06 -003.01 CORRIDOR 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 04B -004.01 SHARED COPY / FILES 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 07 -004.02 SHARED COPY / FILES 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 07 -005.01 STAFF TOILET 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 08 -006.01 ELMSHADE OFFICES 3' - 4" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 04A -006A.01 PROGRAM MANAGER'S OFFICE 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 06 -007.01 ELMSHADE MED. ROOM 3' - 4" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12A -007.02 ELMSHADE MED. ROOM 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 05 -008.01 SERVER 6' - 0" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 10 6009.01 BUILDING MAINTENANCE OFFICE 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 06 -010.01 MECHANICAL AND ELECTRICAL 3' - 8" 7' - 0" 1 3/4" HOLLOW METAL PAINT 20-MINUTE 2 HOLLOW METAL PAINT 1 - - 05A -011.01 TRASH / RECYCLE 3' - 0" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 07D -012.01 COMMUNITY ROOM 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 07B -012.02 COMMUNITY ROOM 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 07C -013.01 COMMUNITY KITCHEN 3' - 0" 7' - 0" 1 3/4" 2 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - 1 05 -014.01 STAFF BREAK ROOM 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 04B -015.01 WOMEN'S TOILET 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 11 -016.01 MEN'S TOILET 3' - 0" 7' - 0" 1 3/4" 1 SOLID CORE WOOD / STAIN - 1 HOLLOW METAL PAINT 1 - - 11 -017.01 COMMON LAUNDRY 3' - 4" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 2 HOLLOW METAL PAINT 1 - F 07A -018.01 CONFERENCE ROOM 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 03A -018.02 CONFERENCE ROOM 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 03B -020.01 CUST. 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12 -100C.01 CORRIDOR 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 1 1 02B -100D.01 VESTIBULE 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 4 ALUMINUM ALUMINUM 5 1 3 02A 4100D.02 VESTIBULE 3' - 4" 8' - 0" 1 3/4" 3 ALUMINUM ALUMINUM - 5 ALUMINUM ALUMINUM 5 - 1 01A 4SECOND FLOOR215.01 TRASH / RECYCLE 3' - 0" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 07D216.01 I.T. CLOSET 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12217.01 CUST. 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12THIRD FLOOR315.01 TRASH / RECYCLE 3' - 0" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 07D316.01 I.T. CLOSET 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12317.01 CUST. 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12FOURTH FLOOR415.01 TRASH / RECYCLE 3' - 0" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 07D416.01 I.T. CLOSET 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12417.01 CUST. 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12FIFTH FLOOR515.01 TRASH / RECYCLE 3' - 0" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 07D516.01 I.T. CLOSET 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12517.01 CUST. 2' - 6" 7' - 0" 1 3/4" 1 HOLLOW METAL PAINT 20-MINUTE 1 HOLLOW METAL PAINT 1 - - 12STAIR AA01.01 STAIR A 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 180 MINUTE 2 HOLLOW METAL PAINT 3 - F 13A02.01 STAIR A 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AA03.01 STAIR A 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AA04.01 STAIR A 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AA05.01 STAIR A 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AA06.01 STAIR A 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 4A 1 F 13A 5STAIR BB01.01 STAIR B 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 180 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AB01.02 STAIR B 3' - 8" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT - 2 HOLLOW METAL PAINT 4 1 - 13A 5B02.01 STAIR B 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AB03.01 STAIR B 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AB04.01 STAIR B 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13AB05.01 STAIR B 3' - 0" 7' - 0" 1 3/4" 2 HOLLOW METAL PAINT 90 MINUTE 2 HOLLOW METAL PAINT 3 - F 13ABEDROOM CLOSET DOORS AT APARTMENT 14214.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6314.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6414.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6514.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6 BEDROOM CLOSET DOORS AT APARTMENT 13213.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6313.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6413.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6513.07 BEDROOM CLOSET 6' - 0" 6' - 8" 1 3/8" 1A SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 6APARTMENT STORAGE AT APARTMENT 101, 305, 505101.03 APARTMENT STORAGE 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 -305.03 APARTMENT STORAGE 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 -505.03 APARTMENT STORAGE 3' - 0" 6' - 8" 1 3/8" 1 SOLID CORE PAINT - 1 WOOD PAINT 2 - - U05 -ADDENDUM #A1 2019.10.24ADDENDUM #A2 2019.11.22A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2 12" SOLID PANELGLASS3'-4"GLASS+/-1'-6 1/2"FRAMED OPENING+/-5'-9" V.I.F.8'-0" DOORGLASS1'-8"FRAMED OPENING+/- 10'-0" V.I.F.GLASS6'-8"4 1/2" CORNER POSTDOOR3'-4"ALIGNFFFFP16"6"6"6"0' - 0"FFRAMED OPENING+/- 9'-5 1/4" V.I.F.GLASS+/- 1'-8 3/4"GLASS3'-4"GLASS3'-4"8'-0" DOORDOOR3'-4"GLASS1'-8"GLASS6'-8"12" SOLID PANELFRAMED OPENING+/- 10'-0" V.I.F.4 1/2" CORNER POSTALIGN1111PP16"6"6"16"FRAMED OPENING+/- 6'-0" V.I.F.GLASS1'-9 1/2"GLASS3'-4"12" SOLID PANELGLASS6'-8"1'-8"8'-0" DOORFRAMED OPENING+/- 10'-0" V.I.F.ALIGNFFFFP4 1/2" CORNER POST16"6"6"6"DOOR3'-4"FFRAMED OPENING+/- 6'-0" V.I.F.FRAMED OPENING+/- 10'-0" V.I.F.8'-0" DOOR12" SOLID PANELGLASS6'-8"GLASS1'-8"GLASS3'-4"GLASS1'-9 1/2"DOOR3'-4"ALIGN4 1/2" CORNER POSTFFFFP6"6"6"16"FFRAMED OPENING+/- 9'-0" V.I.F.GLASS2'-6"GLASS3'-4"GLASS2'-6"8'-0" DOORFRAMED OPENING+/-10'-0" V.I.F.12" SOLID PANELGLASS6'-8"GLASS1'-8"ALIGNDOOR 3'-4"FFFFFFPFP6"6"6"16"FFRAMED OPENING+/- 7'-6 1/2" V.I.F.GLASS3'-4"GLASS3'-4"FRAMED OPENING+/- 10'-0" V.I.F.8'-0" DOOR12" SOLID PANELGLASS6'-8"GLASS1'-8"ALIGN4 1/2" CORNER POSTDOOR3'-4"FFFFP6"6"6"16"FFRAMED OPENING+/- 10'-3 3/4" V.I.F.12" SOLID PANELGLASS3'-4"GLASSEQ.GLASSEQ.4 1/2" CORNER POSTGLASS6'-8"GLASS1'-8"8'-0" DOORFRAMED OPENING+/- 10'-0" V.I.F.DOOR3'-4"ALIGN11111PP6"6"6"16"3 3/4" CORNER POST12" SOLID PANELGLASS6'-8"GLASS1'-8"FRAMED OPENING+/- 5'-11" V.I.F.GLASS3'-4"GLASS1'-9 1/4"FRAMED OPENING+/- 10'-0" V.I.F.8'-0" DOORDOOR3'-4"111P6"6"16"6"SILL3'-0"FFRAMED OPENING+/- 10'-9" V.I.F.GLASSEQ.FRAMED OPENING+/- 8'-2" V.I.F.GLASSEQ.DOOR3'-4"16"6"6"6"GLASS4'-10"FRAMED OPENING+/- 5'-2" V.I.F.4 1/2" CORNER POSTFFFRAMED OPENING+/- 2'-2" V.I.F.FRAMED OPENING+/- 10'-11 1/2" V.I.F.GLASSEQ.1GLASS1'-10"GLASSEQ.GLASSEQ.11SILL6'-0"MASONRY OPENING+/- 8'-0" V.I.F.SILL, TYP.2'-8"MASONRY OPENING+/- 3'-4" V.I.F.GLASS5'-8"WINDOW1'-10"GLASS3'-0"332'-8"0"10'-8"FRAMED OPENING5'-4"FRAMED OPENING3'-0"SILL, TYP.2'-8"228'-0"2'-8"0"FRAMED OPENING+/- 8'-9 1/2" V.I.F.FRAMED OPENING+/- 5'-2" V.I.F.SILL3'-0"GLASS4'-10"GLASS+/- 3'-4" V.I.F.GLASS+/- 4'-9" V.I.F4 1/2" CORNER POST ALIGN CORNER POST WITH ADJACENT PERPENDICULAR STOREFRONTFFplanARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a801STOREFRONT AND WINDOW SCHEDULE001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSFS1S2FS2FS3FS6FS7S4S5ALUMINUM STOREFRONT SCHEDULETYPE DESCRIPTION / OPERATION MATERIAL FINISH NOTESTHROUGH4 1/2" x 2" CENTER-GLAZEDTHERMALLY-BROKEN, FIRE-RATEDSTOREFRONT WITH SWING DOORSOR WITHOUT SWING DOORS(INTERIOR FIRE-RATED)ALUMINUM & GLASS:FIREFRAMES ALUMINUM SERIESCENTER-GLAZEDPOWDER-COAT FINISH TO MATCH KAWNEER PERMACOATCOATINGS OR OTHER CUSTOM COLOR TO MATCH ALUMINUMCOMPOSITE PANELS (REYNOBOND COLORWELD 500 -CHARCOAL), SEE SPECIFICATIONSSEE STOREFRONT ELEVATIONS, GLAZING SCHEDULEAND SPECIFICATIONS FOR ADDITIONAL INFORMATIONUPPER FIXED CASEMENT WINDOWLOWER PROJECTION WINDOWSWEATHERSHIELD PREMIUM SERIESALUMINUM CLAD WOODFIXED CASEMENT ABOVE ANDAWNING BELOWPOWDER-COAT FINISH TO MATCH KAWNEER PERMACOATCOATINGS OR OTHER CUSTOM COLOR TO MATCH ALUMINUMCOMPOSITE PANELS (REYNOBOND COLORWELD 500 -CHARCOAL), SEE SPECIFICATIONSTHROUGH4 1/2" x 2" CENTER-GLAZEDTHERMALLY-BROKENSTOREFRONT WITH SWING DOORSOR WITHOUT SWING DOORS(INTERIOR NON FIRE-RATED)ALUMINUM & GLASS: KAWNEERTRIFAB VERSAGLAZE 451T FRAMINGCENTER-GLAZEDPOWDER-COAT FINISH TO MATCH KAWNEER PERMACOATCOATINGS OR OTHER CUSTOM COLOR TO MATCH ALUMINUMCOMPOSITE PANELS (REYNOBOND COLORWELD 500 -CHARCOAL), SEE SPECIFICATIONSSEE STOREFRONT ELEVATIONS, GLAZING SCHEDULEAND SPECIFICATIONS FOR ADDITIONAL INFORMATIONGLAZING SCHDULETYPE GLAZING LITE TYPES SHGC U-FACTOR STC OR OITC NOTES11/4" THICKCLEAR LAMINATED GLASS PANELSLAMINATED GLASS N/A N/A STC => 33 MININUMFOR USE IN ALL INTERIOR ALUMINUM STOREFRONTSEE SCHEDULE AND SEE SPECIFICATIONS23/4" THICK [TOTAL]INSULATED, ARGON GAS FILLEDCLEAR GLASS PANELSCLEAR LAMINATED GLASS LITE, ARGONSPACE, CLEAR LAMINATED GLASS LITE[ZO-E-SHIELD 5 EXTREME WITH ARGON]0.20 0.27 MAX.OITC => 24 MIN.STC => 28 MIN.FOR USE IN ALL ALUMINUM-GLAD WOODWINDOWS, UNLESS OTHERWISE NOTED,SEE WINDOW SCHEUDLE AND SPECIFICATIONS31" THICK [TOTAL]INSULATED LOW-E W/ ARGONCLEAR GLASS PANELS1/4" CLEAR LAMINATED GLASS LITE, 1/2" ARGONSPACE, 1/4" CLEAR LAMINATED GLASS LITE[LOW-E2 COATING APPLIED TO #4 SURFACE]0.38 0.23OITC => 33 MIN.STC => 42 MIN.FOR USE IN ALL EXTERIOR ALUMINUMSTOREFRONT / CURTAIN WALLSEE SCHEDULE AND SPECIFICATIONSF7/8" THICK [TOTAL]FIRE-RATED, SAFETY-RATEDCLEAR GLASS PANELS45-MINUTE FIRE-RATED 7/8" GLASS LITE N/A N/A STC => 38 MIN.FOR USE IN ALL INTERIOR FIRE-RATED ALUMINUMSTOREFRONT PER SCHEDULE WHERE FIRE-RATEDGLAZING IS REQUIRED, SEE SPECIFICATIONS.FP+/- 4" THICK(INSIDE FIRE-RATED 4 1/2" FRAME)INSULATEDFIRE-RATED ALUMINUM SANDWICH PANEL(PAINTED FINISH TO MATCH STOREFRONT)N/A N/A N/AFOR USE IN ALL INTERIOR FIRE-RATED ALUMINUMSTOREFRONT PER SCHEDULE WHERE FIRE-RATEDGLAZING IS REQUIRED, SEE SPECIFICATIONS.P+/- 4" THICK(INSIDE 4 1/2" FRAME) INSULATEDALUMINUM SANDWICH PANEL(PAINTED FINISH TO MATCH STOREFRONT)N/A N/A N/AFOR USE IN ALL INTERIOR ALUMINUM STOREFRONTSEE SCHEDULE AND SEE SPECIFICATIONSFIRE-RATED ALUMINUM STOREFRONTWINDOWSFS5S3S1W1FS4ALUMINUM STOREFRONTFS1FS7S1S5WINDOW SCHEDULETYPE DESCRIPTION / OPERATION MATERIAL FINISH NOTESW1DOUBLE-HUNG WINDOW(WITH FIXED UPPER SASH)ALUMINUM-CLAD WOOD WINDOWSWEATHER SHEILD PREMIUM SERIES 8109EXTERIOR: ALUMINUM FINISH TO MATCH KAWNEERPERMACOAT COATINGS 'ATLANTIC GRAY' OR OTHER CUSTOMCOLOR TO MATCH THE ALUMINUM COMPOSITE PANELS(REYNOBOND - COLORWELD 500 - CHARCOAL)INTERIOR: PRIMED (WHITE) AND PREFINISHED (WHTE) TOMATCH INTERIOR WALLS.SEE WINDOW ELEVATIONS, GLAZING SCHEDULE ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONS2W1ADDENDUM #A2 2019.11.22A2A2A2 GLASS4'-11"GLASS1'-4"INFILL PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"INFILL PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"INFILL PANEL5'-9 1/2"GLASS6'-8"11" SOLID PANELGLASS3'-4"FRAMED OPENING+/- 10'-3" V.I.F.GLASSEQ.GLASSEQ.GLASSEQ.DOOR8'-0"GLASS4'-3"GLASS3'-4"GLASS2'-0"ALUM. BRAKE MTL.+/- 1'-0" V.I.F.GLASS2'-0"GLASS3'-4"GLASS3'-4"GLASS3'-4"ALUM. BRAKE MTL.+/- 1'-0" V.I.F.11" SOLID PANELGLASS6'-8"GLASS4'-3"6"x 6" CORNER POSTALUM. BRAKE MTL.+/- 3 3/4" V.I.F.3333333333333333333333333333333333333333333PPPPPPPPPPPPPPPPPPPPPDOOR3'-4"+/- 9'-6" V.I.F.+/- 13'-4" V.I.F.ALUM. BRAKE MTL.+/- 2" V.I.F.FRAMED OPENING+/- 12'-8" V.I.F.36"6"6"16"SECOND FLOOR17' -4"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"B.O CEILING (2ND FLOOR)26' -6 3/4"B.O CEILING (3RD FLOOR)37' -2 3/4"B.O CEILING (4TH FLOOR)47' -10 3/4"+/- 18'-2 1/2" V.I.F.+/- 57'-4" V.I.F.SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW HEAD R.O.25' -4"THIRD FLOOR WINDOW SILL R.O.30' -8"FIFTH FLOOR WINDOW HEAD R.O.57' -4"FRAMED OPENING+/- 5'-6 1/2" V.I.F.ALUM. BRAKE MTL.+/- 2 1/2" V.I.F.GLASS3'-4"GLASS3'-4"GLASS3'-4"GLASS3'-4"GLASS3'-4"333333333333PPPPPPALUM. BRAKE MTL.+/- 1'-2 1/2" V.I.F.6"x 6" CORNER POST11" SOLID PANELGLASS6'-8"GLASS4'-3"11" SOLID PANELGLASS6'-8"GLASS4'-3"SOLID PANEL5'-9 1/2"GLASS1'-4"GLASS4'-11"SOLID PANEL3'-9 1/2"GLASS1'-4"GLASS4'-11"SOLID PANEL3'-9 1/2"GLASS1'-4"GLASS4'-11"SOLID PANEL3'-9 1/2"GLASS1'-4"GLASS4'-11"33P33P33P33P+/- 24'-11 1/2" V.I.F.ALUM. BRAKE MTL.+/- 2" V.I.F.THIRD FLOOR WINDOW HEAD R.O.36' -0"FOURTH FLOOR WINDOW SILL R.O.41' -4"FOURTH FLOOR WINDOW HEAD R.O.46' -8"FIFTH FLOOR WINDOW SILL R.O.52' -0"GROUND FLOOR0' -0"T.O. MASONRY12' -8"B.O CEILING(GROUND FLOOR)11' -5"FRAMED OPENING+/- 12'-8" V.I.F.FRAMED OPENING+/- 17'-6" V.I.F.11" INFILL PANELGLASS6'-8"4 1/2"x 6" END POSTGLASS3'-4"GLASS+/- 11" V.I.F.ALUM. BRAKE MTL.+/- 1'-5" V.I.F.GLASSEQ.GLASSEQ.GLASSEQ.GLASSEQ.GLASSEQ.GLASS4'-3"+/- 5'-3" V.I.F.ALUM. BRAKE MTL.+/- 1'-5" V.I.F.GLASS4'-3"PPPPPP3333333333333ALUM. BRAKE MTL.+/- 2" V.I.F.DOOR8'-0"DOOR3'-4"316"6"6"6"+/- 40'-0" V.I.F.GLASSEQ.GLASSEQ.+/- 5'-10" V.I.F.GLASS4'-11"GLASS1'-4"INFILL PANEL3'-9 1/2"GLASS4'-11"INFILL PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"INFILL PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"INFILL PANEL11"GLASS1'-4"3333P3333P3333P3333PPPPPSECOND FLOOR17' -4"SECOND FLOOR17' -4"THIRD FLOOR28' -0"THIRD FLOOR28' -0"FOURTH FLOOR38' -8"FOURTH FLOOR38' -8"FIFTH FLOOR49' -4"FIFTH FLOOR49' -4"B.O. FIBER CEMENT14' -8"B.O. FIBER CEMENT14' -8"B.O CEILING (2ND FLOOR)26' -6 3/4"B.O CEILING (2ND FLOOR)26' -6 3/4"B.O CEILING (3RD FLOOR)37' -2 3/4"B.O CEILING (3RD FLOOR)37' -2 3/4"B.O CEILING (4TH FLOOR)47' -10 3/4"B.O CEILING (4TH FLOOR)47' -10 3/4"SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW SILL R.O.20' -0"SECOND FLOORWINDOW HEAD R.O.25' -4"SECOND FLOORWINDOW HEAD R.O.25' -4"THIRD FLOOR WINDOW SILL R.O.30' -8"THIRD FLOOR WINDOW SILL R.O.30' -8"FIFTH FLOOR WINDOW HEAD R.O.57' -4"FIFTH FLOOR WINDOW HEAD R.O.57' -4"FRAMED OPENING+/- 37'-4" V.I.F.+/- 4'-2" V.I.F.GLASS3'-3"6"x 6" CORNER POSTTHIRD FLOOR WINDOW HEAD R.O.36' -0"THIRD FLOOR WINDOW HEAD R.O.36' -0"FOURTH FLOOR WINDOW SILL R.O.41' -4"FOURTH FLOOR WINDOW SILL R.O.41' -4"FOURTH FLOOR WINDOW HEAD R.O.46' -8"FOURTH FLOOR WINDOW HEAD R.O.46' -8"FIFTH FLOOR WINDOW SILL R.O.52' -0"FIFTH FLOOR WINDOW SILL R.O.52' -0"GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"33P33P33P3+/- 4'-2" V.I.F.GLASS3'-3"6"x 6" CORNER POSTFRAMED OPENING+/- 37'-4" V.I.F.33P33P33P3GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"GLASS1'-4"SOLID PANEL3'-9 1/2"GLASS4'-11"1'-4"GLASS1'-1 1/2"GLASS4'-11"GLASS4'-0"GLASS1'-1 1/2"GLASS4'-11"33333MASONRY OPENING+/- 17'-4" V.I.F.MASONRY OPENING+/- 3'-4" V.I.F.planARCHITECTURAL250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIONotice:It is a violation of law for any person,unless acting under the direction of alicensed architect, to alter any itemon this document in any way. Anylicensee who alters this document isrequired by law to afix his/her sealand the notation 'altered by' followedby his/her signature and a specificdescription of alterations.PLAN PROJECT No.DATE©PLAN ARCHITECTURAL STUDIO, PCSHARS I.D. # 20186081a802CURTAIN WALL SCHEDULE001.16.01.0211.22.2019LAKEVIEW HEALTH SERVICESWEST END HEIGHTS701 WEST COURT STREET,ITHACA, NEW YORK, 14850CONSTRUCTION PERMIT DOCUMENTSC2C1C3C4C6C5C7GLAZING SCHDULETYPE GLAZING LITE TYPES SHGC U-FACTOR STC OR OITC NOTES11/4" THICKCLEAR LAMINATED GLASS PANELSLAMINATED GLASS N/A N/A STC => 33 MININUMFOR USE IN ALL INTERIOR ALUMINUM STOREFRONTSEE SCHEDULE AND SEE SPECIFICATIONS23/4" THICK [TOTAL]INSULATED, ARGON GAS FILLEDCLEAR GLASS PANELSCLEAR LAMINATED GLASS LITE, ARGONSPACE, CLEAR LAMINATED GLASS LITE[ZO-E-SHIELD 5 EXTREME WITH ARGON]0.20 0.27 MAX.OITC => 24 MIN.STC => 28 MIN.FOR USE IN ALL ALUMINUM-GLAD WOODWINDOWS, UNLESS OTHERWISE NOTED,SEE WINDOW SCHEUDLE AND SPECIFICATIONS31" THICK [TOTAL]INSULATED LOW-E W/ ARGONCLEAR GLASS PANELS1/4" CLEAR LAMINATED GLASS LITE, 1/2" ARGONSPACE, 1/4" CLEAR LAMINATED GLASS LITE[LOW-E2 COATING APPLIED TO #4 SURFACE]0.38 0.23OITC => 33 MIN.STC => 42 MIN.FOR USE IN ALL EXTERIOR ALUMINUMSTOREFRONT / CURTAIN WALLSEE SCHEDULE AND SPECIFICATIONSF7/8" THICK [TOTAL]FIRE-RATED, SAFETY-RATEDCLEAR GLASS PANELS45-MINUTE FIRE-RATED 7/8" GLASS LITE N/A N/A STC => 38 MIN.FOR USE IN ALL INTERIOR FIRE-RATED ALUMINUMSTOREFRONT PER SCHEDULE WHERE FIRE-RATEDGLAZING IS REQUIRED, SEE SPECIFICATIONS.FP+/- 4" THICK(INSIDE FIRE-RATED 4 1/2" FRAME)INSULATEDFIRE-RATED ALUMINUM SANDWICH PANEL(PAINTED FINISH TO MATCH STOREFRONT)N/A N/A N/AFOR USE IN ALL INTERIOR FIRE-RATED ALUMINUMSTOREFRONT PER SCHEDULE WHERE FIRE-RATEDGLAZING IS REQUIRED, SEE SPECIFICATIONS.P+/- 4" THICK(INSIDE 4 1/2" FRAME) INSULATEDALUMINUM SANDWICH PANEL(PAINTED FINISH TO MATCH STOREFRONT)N/A N/A N/AFOR USE IN ALL INTERIOR ALUMINUM STOREFRONTSEE SCHEDULE AND SEE SPECIFICATIONSALUMINUM CURTAIN WALL SCHEDULETYPE DESCRIPTION / OPERATION WALL MATERIAL FINISH NOTESTHROUGH6" x 2 1/2"OUTSIDE-GLAZEDTHERMALLY-BROKENCURTAIN WALL WITH SWING DOORS ORWITHOUT SWING DOORS(EXTERIOR ONLY)ALUMINUM & GLASS: KAWNEER - 1600UTSYSTEM 1 CURTAIN WALL OUTSIDE GLAZEDPAINTED ALUMINUM: KAWNEER - PERMACOATORSL 71870 'ATLANTIC GRAY' OR OTHER CUSTOM COLORTO MATCH THE ALUMINUM COMPOSITE PANELSPER ARCHITECT'S SELECTIONSEE CURTAIN WALL ELEVATIONS, GLAZING SCHEDULE& SPECIFICATIONSFOR ADDITIONAL INFORMATIONC1C7ADDENDUM #A1 2019.10.24 SYMBOL DESCRIPTION ABBREVIATIONS AND TAGS CUBIC FEET PER MINUTE FEET PER MINUTE ABOVE FINISHED FLOOR GENERAL CONTRACTOR ELECTRICAL CONTRACTOR ACCESS DOOR THOUSAND BTU/HOUR NOT TO SCALE PLUMBING CONTRACTOR NORMALLY CLOSED NORMALLY OPEN INSTALLATION KEYNOTE CONNECTION TO EXISTING REMOVE TO THIS POINT NC NO EC PC GC NTS AFF AD FPM CFM MBH OED OPEN ENDED DUCT SUPPLY AIRSA RA RETURN AIR OA OUTDOOR AIR EA EXHAUST AIR FC FLEXIBLE CONNECTION PKGD PACKAGED (L) LINED EXISTING TO REMAINETR EXTERNAL STATIC PRESSUREESP AIRFOILAF SINGLE-WIDTH SINGLE INLETSWSI REMOVAL KEYNOTE DRY BULBDB WET BULBWB SENSIBLE MBHSMBH TOTAL MBHTMBH EAT ENTERING AIR TEMPERATURE LAT LEAVING AIR TEMPERATURE DIRECT EXPANSIONDX EXISTING(E) ADJUSTABLEADJ. CONSTRUCTION MANAGERCM CONTROL/SYMBOLS LEGEND DESCRIPTIONSYMBOL TEMPERATURE SENSOR DUCT SMOKE DETECTOR THERMOSTAT STATIC PRESSURE SENSOR S DSD T SP SYMBOL DESCRIPTION DUCT SECTION - SUPPLY DUCT SECTION - RETURN RECTANGULAR DUCT WIDTH x DEPTH ROUND DUCT DIAMETER FLAT OVAL DUCT WIDTH / DEPTH FLEXIBLE DUCTWORK DUCTWORK LEGEND A"ø A B A"/B"ø 20"x12" DUCT TURNING DOWN (LEFT) OR UP (RIGHT) SUPPLY DIFFUSER, REGISTER OR GRILLE OR RETURN REGISTER OR GRILLE EXHAUST REGISTER OR GRILLE A"xB" OR 20"x12" DESCRIPTIONSYMBOL DUCTWORK SYMBOLS AND TAGS FLEX CONNECTOR SD FD AAD T _NECK _CFM AIRFLOW DIRECTION AUTOMATIC AIR DAMPER FIRE DAMPER SMOKE DAMPER VOLUME DAMPER BACKDRAFT DAMPER FC REGISTER,GRILLE,DIFFUSER T = TYPE NECK = NECK SIZE BDD plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h01HVAC GENERAL NOTES, LEGENDS, AND EQUIPMENTSCHEDULESLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 DESIGN TEMPERATURE CRITERIA WINTER SUMMER OAT DB OAT WB INDOOR SETPOINT RETURN AIR MIN TEMP OAT DB OAT WB INDOOR SETPOINT RETURN AIR MAX TEMP 2.8 0 72 70 88.5 71.0 75 77 1. OUTDOOR SEASONAL DESIGN CRITERIA BASED ON HISTORIC DATA FROM THE 2017 ASHRAE HANDBOOK - FUNDAMENTALS: CHAPTER 14 "CLIMATE DESIGN INFORMATION" FOR THE GREATER ROCHESTER INTERNATIONAL AIRPORT (99.6% HEATING DB, 0.4% COOLING DB/MCWB). 2. INDOOR SETPOINTS BASED ON THE NEW YORK STATE ENERGY CONSERVATION CODE: 2015 INTERNATIONAL ENERGY CONSERVATION CODE, SECTION C302.1 "INTERIOR DESIGN CONDITIONS". HVAC GENERAL NOTES A ALL NOTES, SPECIFICATIONS, AND SYMBOLS ON THIS DRAWING APPLY TO ALL HVAC DRAWINGS FOR THIS PROJECT. B THE HVAC CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, CORING, AND PATCHIING OF HVAC RELATED WORK. WORK SHALL BE PERFORMED BY WORKERS SKILLED IN THE MATERIAL BEING CUT AND PATCHED. C FIELD VERIFY ALL DUCTWORK AND PIPE SIZES AS WELL AS EXACT LOCATIONS. D HVAC CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING SYSTEMS, NOT INCLUDING CEILING SYSTEMS REMOVED BY THE GENERAL CONTRACTOR, TO PERFORM ALL WORK. CEILING SYSTEMS SHALL BE REINSTALLED TO ORIGINAL CONDITION. HVAC CONTRACTOR SHALL REPLACE DAMAGED CEILING TILES AND GRID. MATERIALS SHALL BE EQUAL TO EXISTING. E PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES. OBTAIN ALL REQUIRED PERMITS. F DO NOT SHUT DOWN ANY HVAC OR RELATED SYSTEM WITHOUT THE BUILDING OWNER'S PRIOR WRITTEN APPROVAL. FOLLOW ALL OWNER REQUIREMENTS AND SHUT-DOWN PROCEDURES AS WELL AS ALL REQUIREMENTS OF THIS PROJECT. G FIRESTOP ALL RATED FLOOR AND WALL PENETRATIONS. SEAL ALL PENETRATIONS THROUGH SMOKE PARTITIONS ACCORDING TO THE REQUIREMENTS OF THE UL FIRE RESISTANCE DIRECTORY, VOLUME 2. SUBMIT FIRE RATED ASSEMBLY PENETRATION AND SMOKE RATED ASSEMBLY PENETRATION DETAILS TO THE ENGINEER FOR REVIEW. H PROVIDE BALANCING DAMPERS AS REQUIRED TO PROVIDE CONDITIONS INDICATED. I WHERE BRANCH DUCT SIZES ARE NOT SHOWN, THEY SHALL BE THE SAME SIZE AS THE DIFFUSER NECK. J PROVIDE MANUAL BALANCING DAMPER AT EACH BRANCH TAKE-OFF TO A REGISTER, GRILLE, OR DIFFUSER. K INSTALL ALL EQUIPMENT IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES. L THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS CONTRACT WITH THE WORK OF ALL OTHER TRADES PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK. M THE DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS, FITTINGS, HANGERS, ANCHORS, SUPPORTS, WIRING, AND ACCESSORIES FOR A COMPLETE AND FULLY FUNCTIONING INSTALLATION. ALTERNATE DUCT SIZES WITH EQUIVALENT FRICTION LOSS CHARACTERISTICS ARE ACCEPTABLE. N ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, AND NFPA STANDARD 90A AND 101. O HVAC CONTRACTOR SHALL PROVIDE TESTING AND BALANCING FOR THIS PROJECT. REPORT SHALL BE TYPED AND SUBMITTED FOR REVIEW. P THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WORK SURFACES IN ATTIC, CRAWL, AND INTERSTITIAL SPACES. THE CONTRACTOR SHALL CREATE ACCESS LOCATIONS TO WORK AREAS FOR THIS PROJECT AS REQUIRED. AFTER WORK IS COMPLETE REPAIR/PATCH ALL ASSEMBLIES TO MATCH EXISTING. Q ALL NEW DUCTWORK SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. R ALL EQUIPMENT, DUCTWORK, AND PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE SEISMIC DESIGN REQUIREMENTS OF SECTION 1613 OF THE BUILDING CODE OF NEW YORK STATE. S THERMOSTATIC CONTROLS: WHERE USED TO CONTROL BOTH HEATING AND COOLING, ZONE THERMOSTATIC CONTROLS SHALL BE CAPABLE OF PROVIDING A TEMPERATURE RANGE OR DEADBAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. WHERE A ZONE HAS A SEPARATE HEATING AND A SEPARATE COOLING THERMOSTATIC CONTROL LOCATED WITHIN THE ZONE, A LIMIT SWITCH, MECHANICAL STOP OR DIRECT DIGITAL CONTROL SYSTEM WITH SOFTWARE PROGRAMMING SHALL BE PROVIDED WITH THE CAPABILITY TO PREVENT THE HEATING SET POINT FROM EXCEEDING THE COOLING SETPOINT AND TO MAINTAIN THE DEADBAND. MOUNT TEMPERATURE SENSORS AND THERMOSTATS WITH OCCUPANT INTERFACE AT 48" AFF WITH ACCESS CLEARANCE PER UFAS STANDARDS. T OFF HOURS CONTROLS: EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL SYSTEM. THERMOSTATIC SETBACK CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F OR UP TO 85°F. AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND RETAINING THEIR PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT ALLOWS TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS; A MANUALLY OPERATED TIMER CAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS; OR AN OCCUPANCY SENSOR. AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM. THE CONTROLS SHALL BE CAPABLE OF AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO BRING EACH SPACE TO THE DESIRED TEMPERATURE PRIOR TO OCCUPANCY. VARIABLE REFRIGERANT FLOW HIGH STATIC HORIZONTAL DUCTED INDOOR HEAT PUMP UNIT SCHEDULE TAG ROOMS SERVED BASIS OF DESIGN MANUFACTURER INDOOR EVAPORATOR UNIT OUTDOOR HEAT RECOVERY UNIT REQURED ACCESSORIES NOTEMODEL RATED COOLING CAPACITY (MBH) HEATING CAPACITY (MBH) VENTILATION (CFM) SUPPLY FAN AIRFLOW (CFM)MCA POWER SUPPLY (V/PH/HZ) FCU-1 006A, 006 LG ARNU073M2A4 7.5 8.5 55.0 250 2.3 208/1/60 ODU-1 1-4 1 FCU-2 002, 002A, 002E LG ARNU123M2A4 12.3 13.6 85.0 320 2.3 208/1/60 ODU-1 1-4 1 FCU-3 002B, 002C, 002D, 003, 004, 007, 009 LG ARNU073M2A4 7.5 8.5 90.0 465 2.3 208/1/60 ODU-1 1-4 1 FCU-4 100A, 100B, 100C LG ARNU183M2A4 19.1 21.5 175.0 465 2.3 208/1/60 ODU-1 1-4 1 FCU-5 018 LG ARNU423M2A4 42 47 125.0 660 2.3 208/1/60 ODU-1 1-4 1 FCU-6 017 LG ARNU243M2A4 24.2 27.3 85.0 600 2.3 208/1/60 ODU-1 1-4 1 FCU-7 012, 014 LG ARNU183M2A4 19.1 21.5 100.0 465 2.3 208/1/60 ODU-1 1-4 1 FCU-8 100D, 012 LG ARNU543M3A4 54 61 265.0 1200 2.3 208/1/60 ODU-1 1-4 1 FCU-9 200A, 200B, 200C LG ARNU183M2A4 19.1 21.5 175.0 400 2.3 208/1/60 ODU-1 1-4 1 FCU-10 500A, 500B, 500C LG ARNU243M2A4 24.2 27.3 175.0 465 2.3 208/1/60 ODU-1 1-4 1 FCU-11 300A, 300B, 300C LG ARNU183M2A4 19.1 21.5 175.0 400 2.3 208/1/60 ODU-1 1-4 1 FCU-12 400A, 400B, 400C LG ARNU183M2A4 19.1 21.5 175.0 400 2.3 208/1/60 ODU-1 1-4 1 1.PROVIDE WIRED, WALL MOUNTED REMOTE CONTROLLER. 2.PROVIDE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR AND OUTDOOR UNITS INCLUDING HEAT RECOVERY BRANCHBOXES. VENDOR SHALL SIZE AND SELECT LINES. 3.PROVIDE INTEGRAL CONDENSATE PUMP, WITH CHECK VALVE. COORDINATE WITH PLUMBING DRAWINGS FOR DRAIN PIPE ROUTING. 4.PROVIDE MERV-8 FILTER BOX ACCESSORIES: NOTES: 1.SYSTEM SHALL BE CAPABLE OF 24-HOUR CONTINUOUS OPERATION, WITH SIMULTANEOUS HEATING AND COOLING PER ZONE, VARIABLE SPEED INVERTER DRIVEN COMPRESSOR, HIGH PRESSURE PROTECTION. LG MULTIV5 LGRED VRF OUTDOOR UNIT SCHEDULE TAG MODEL NOMINAL COOLING CAPACITY (MBH) NOMINAL HEATING (MBH) CONNECTED COOLING (MBH)IEER/EER COP INVERTER DRIVEN COMPRESSOR TYPE/QUANTITY ELECTRICAL-PER MODULE NOTESVOLTAGEPHZMCA ODU-1 ARUM241BTE5 233.1 243 234.4 22.7/10.4 3.2 SCROLL/2 208 3 63.2 1-6 1.EFFICIENCY VALUES FOR EER, IEER, COP ARE BASED ON AHRI 1230 TEST METHOD FOR MIXTURE OF DUCTED & NON-DUCTED INDOOR UNITS. 2.PROVIDE MIN 18" NONINVASIVE ROOF STANDS WITH OPEN BASE. 3.PROVIDE LOW AMBIENT OUTDOOR UNITS WITH FULL CAPACITY AT -9.9 DEG. F 4.PROVIDE SNOW AND HAIL GUARDS WITH SNOW HOOD. 5.PROVIDE WIND BAFFLES FOR LOW AMBIENT COOLING. 6.PROVIDE AC SMART INTEGRATION CONTROLLER. NOTES: SINGLE PACKAGED VERTICAL HEAT PUMP SCHEDULE TAG LOCATION SUPPLY AIR (CFM) OUTDOOR AIR (CFM) ESP (IN.WG) COOLING - 95°F DB/75°F WB OUTDOOR, 80°F DB/67°F WB INDOOR HEAT PUMP - 47°F DB OUTDOOR COIL KW ELECTRICAL WEIGHT (LBS)COMMENTS DESIGN EQUIPMENT TMBH (MIN-MAX) SMBH (MIN-MAX)SEER EER OUTDOOR OPERATING RANGE (°F) TMBH (MIN-MAX)COP HSPF VOLT MCA MOP/MOCP VRP-12KA 1 BEDROOM APARTMENTS 560 35 0.1 4.0 - 16.0 2.8 - 11.4 20.0 13.0 65 - 115 4.0 - 14.0 3.4 10.0 2.78 208 18.9 20 215 1-11 FRIEDRICH VRP12 VRP-12KB 1 BEDROOM APARTMENTS 560 35 0.1 4.0 - 16.0 2.8 - 11.4 20.0 13.0 65 - 115 4.0 - 14.0 3.4 10.0 4.1 208 27.5 30 215 1-11 FRIEDRICH VRP12 1.PROVIDE UNIT WITH SUPPLEMENTAL ELECTRIC HEATER. 2.PROVIDE UNIT WITH SINGLE OA FAN POWERED SYSTEM. 3.PROVIDE UNIT WITH MERV 8 OUTDOOR AIR AND RETURN AIR FILTERS. 4.PROVIDE UNIT WITH REHEAT COIL. 5.PROVIDE UNIT CONFIGURED FOR RETURN AIR DUCT CONNECTION WITH FILTER REMOVAL SLOT. 6.PROVIDE UNIT WITH WALL PLENUM AND ARCHITECTURAL EXTERIOR LOUVER. CUSTOM COLOR AND FINISH SHALL BE SELECTED AND APPROVED BY THE ARCHITECT. 7.PROVIDE UNIT WITH STANDARD WALL CONTROLLER. 8.PROVIDE UNIT WITH EC FAN MOTOR. 9.PROVIDE UNIT WITH MODULATING HEATING AND COOLING CAPABILITY. 10.PROVIDE UNIT WITH CAULKING AND/OR SPRAY FOAM ON ALL CASING AND SLEEVE JOINTS AS REQUIRED TO PASS ROOM AND BLOWER DOOR TESTING 11.COORDINATE ELEVATED UNIT PLATFORM WITH GENERAL CONTRACTOR TO ALIGN BOTTOM OF OUTDOOR LOUVER WITH LOWER WINDOW SASH DEDICATED OUTDOOR AIR SYSTEM SCHEDULE - DX/NATURAL GAS TAG LOCATION SERVICE SUPPLY FAN STAINLESS STEEL INDIRECT HEAT EXCHANGER R-410A DX REFRIGERANT COOLING ELECTRICAL COMMENTS DESIGN EQUIPMENTAIRFLOW (CFM)ESP (IN WC)HP BHP CONTROL INPUT MBH OUTLET MBH MIN GAS PRESSURE EFF.EAT LAT TMBH SMBH EAT DB/WB LAT DB/WB EER VOLT PHZ MCA DOAS-1 ROOFTOP VENTILATION 1780 1.5 3 1.92 ECM 200 160 7" 80% 4.1 78 112 80 88/70 52.6/52.5 11.58 208 3 60 1,2,3,4,5,6,7 MAMMOTH YMDA-120 NOTES: 1.PROVIDE SUITABLE FOR 100% OUTSIDE AIR OPERATION AND BAROMETRIC RELIEF 2.PROVIDE WITH 4" PLEATED MERV 8 FILTER SECTION 3.PROVIDE WITH 5-1 TURNDOWN INDIRECT FIRED NATURAL GAS STAINLESS STEEL HEAT EXCHANGER AND MODULATING COOLING 4.PROVIDE WITH ECM OR VARIABLE FREQUENCY DRIVE SUPPLY FAN 5.PROVIDE WITH HOT GAS REHEAT FOR DEHUMIDIFICATION CYCLE 6.PROVIDE WITH UNITARY CONTROLLER CAPABLE OF INDEPENDENT DISCHARGE AIR TEMPERATURE CONTROL AS WELL AS REHEAT FOR MAXIMUM HUMIDITY CONTROL BASED ON INDOOR ROOM HUMIDITY SENSOR 7.PROVIDE WITH MANUFACTURER'S INSULATED ROOF CURB SUITABLE FOR DOWNBLAST APPLICATION AND FLAT ROOF NOTES: REGISTER, GRILLE, AND DIFFUSER SCHEDULE TAG TYPE STYLE MATERIAL FINISH/COLOR COMMENTS DESIGN EQUIPMENT 1 SUPPLY SQUARE CEILING STEEL WHITE 1 TITUS TMS 2 SUPPLY LOUVERED GRILLE STEEL WHITE 4 TITUS 300RL 3 SUPPLY LINEAR STEEL WHITE 2 TITUS TBD-80 4 SUPPLY LINEAR STEEL WHITE 3 TITUS TBD-80 A RETURN/EXH LOUVERED GRILLE STEEL WHITE 4 TITUS 350 RL B RETURN/EXH LOUVERED GRILLE ALUMINUM WHITE TITUS 350 FL 1.PROVIDE WITH ROUND NECK COLLAR PER DRAWING NOTES. 2.PROVIDE WITH 11" HIGH PLENUM BOX, (3) 1" SLOTS, 4' LENGTH. 3.PROVIDE WITH 11" HIGH PLENUM BOX, (2) 1" SLOTS, 4' LENGTH. 4. PROVIDE WITH OPPOSED BLADE DAMPER WHERE REQUIRED FOR BALANCING NOTES: ELECTRIC BASEBOARD SCHEDULE TAG ENCLOSURE ELECTRICAL COMMENTS DESIGN EQUIPMENTHEIGHTDEPTHLENGTHW/LIN. FT.TOTAL KW VOLT PH EBB-4 6.75" 3" 4' 250/188 1 208 1 1,2,3 QMARK AWH 3150F EBB-4T 6.75" 3" 4' 250/188 1 208 1 1,2,3 QMARK AWH 3150F 1.PROVIDE WITH ACCESSORIES AS REQUIRED FOR REMOTE CONTROL OF BASEBOARD BY SECOND BY SECOND STAGE VRF SYSTEM TEMPERATURE CONTROLLER FOR THE ASSOCIATION ZONE. 2.MOUNT AT MINIMUM HEIGHT ABOVE FINISHED FLOOR PER MANUFACTURER'S DIRECTIONS. 3.PROVIDE WITH INTEGRAL THERMOSTAT NOTES: FAN SCHEDULE TAG LOCATION SERVICE HIGH/LOW CFM SP (IN WC)FAN RPM ELECTRICAL COMMENTS DESIGN EQUIPMENTVOLTPHMAX. AMPS EF-1 EXHAUST 0.25 1113 120 1 0.2 EF-2 SHARED TOILET ROOMS EXHAUST 75 0.25 1113 120 1 0.2 1,2,3,4,8,9 PANASONIC FV-0511VK2 EF-3 EXHAUST 0.25 1113 120 1 0.2 1.UNIT SHALL BE ENERGY STAR RATED. 2.PROVIDE UNIT WITH MOUNTING HARDWARE. 3.PROVIDE UNIT WITH INTEGRAL DISCONNECT. 4.PROVIDE UNIT WITH HOODED WALL CAP WITH INTEGRAL BACKDRAFT DAMPER. 5.UNIT SHALL BE COMBINATION FAN/LIGHT TYPE. 6.PROVIDE UNIT WITH MULTI-SPEED CONTROLS. 7.PROVIDE UNIT WITH MOTION SENSOR SUCH THAT FAN OPERATES AT LOW SPEED CONTINUOUSLY AND HIGH SPEED DURING ROOM OCCUPANCY. 8.PROVIDE UNIT WITH CEILING RADIATION DAMPER MODEL PC-RD05C5, AS MANUFACTURED BY PANASONIC, FOR FANS/DUCTS INSTALLED IN RATED HORIZONTAL ASSEMBLIES. 9.UNIT SHALL BE FAN ONLY TYPE. ELECTRIC WALL HEATER SCHEDULE TAG MOUNT TYPE CFM ELECTRIC COMMENTS DESIGN EQUIPMENTKWVOLTPH ECUH-1 RECESSED 100 2 120 1 1,2,3 QMARK AWH 4408F 1.PROVIDE UNIT WITH MOUNTING HARDWARE AND METAL BACKBOX SUITABLE FOR SURFACE OF RECESSED MOUNTING AS INDICATED 2.PROVIDE UNIT WITH FAN DELAY, THERMAL CUTOUT, AND DISCONNECT SWTICH. 3..UNIT SHALL BE FIELD CONVERTED FOR VOLTAGE AND PHASE DEPENDING ON ACTUAL SHIPPED CONFIGURATION UNIT HEATER SCHEDULE - ELECTRIC TAG LOCATION TYPE CFM HEATING ELEMENT MOTOR COMMENTS DESIGN EQUIPMENTMBHKWVOLTPHRPMHP UH-1 MECH AND ELECTRICAL ROOM VERTICAL DOWNBLAST 700 17 5 208 3 1550 1/30 1 RENZOR EGHB-5 1.PROVIDE UNIT WITH INTEGRAL THERMOSTAT, DISCONNECT SWITCH, AND ANY TRANSFORMERS, CONTACTORS, OR RELAYS REQUIRED FOR STAND-ALONE OPERATION. LAKEVIEW HVAC CONTROL SEQUENCE OF OPERATIONS GENERAL: 1. CONTROLS FOR THIS PROJECT APPLY TO THE VERTICAL SINGLE PACKAGE HEAT PUMPS (VRP), VARIABLE REFRIGERANT FLOW SYSTEM (VRF), VENTILATION AIR SYSTEMS (DOAS), AND EXHAUST FANS. 2. THE CONTROLS SYSTEM IS COMPOSED OF DISTRIBUTED UNITARY CONTROLLERS, PROGRAMMABLE THERMOSTATS AND OCCUPANCY SENSORS. THE FACILITY DOES NOT INCLUDE A CENTRAL BUILDING MANAGEMENT SYSTEM (BMS). 3. ALARMS: ANY ALARMS GENERATED BY EQUIPMENT SHALL APPEAR ON THE ASSOCIATED EQUIPMENT UNITARY CONTROLLER. 4. VRP AND VRF SYSTEM UNITS SHALL OPERATE UNDER PACKAGED FACTORY CONTROLS TO MAINTAIN THE ASSOCIATED ZONE WALL THERMOSTAT HEATING AND COOLING SET POINTS. UNIT FANS SHALL BE ALLOWED TO CYCLE WITH LOAD. 5. THE DEDICATED OUTSIDE AIR UNIT (DOAS-1) SERVING NON-APARTMENT SPACE VENTILATION SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS AND BE OFF DURING UNOCCUPIED HOURS. THIS UNIT SHALL DISCHARGE AIR AT ROOM NEUTRAL CONDITIONS WHENEVER IT IS OPERATING. PACKAGED VERTICAL HEAT PUMPS: ·CONTROLS: PACKAGED VERTICAL HEAT PUMPS SHALL BE CONTROLLED BY THE MANUFACTURER'S SUPPLIED WALL MOUNTED CONTROLLER. ·VENTILATION MODE: OUTDOOR AIR DAMPER SHALL BE OPEN (SWITCH ACTIVATED) AND FAN SHALL BE ENERGIZED CONTINUOUSLY DURING OCCUPIED PERIODS. ·COOLING MODE: THE SUPPLY FAN SHALL BE ENERGIZED. UPON CALL FOR COOLING, THE UNIT SHALL MODULATE COMPRESSOR CAPACITY AND FAN SPEED TO OPTIMALLY MEET THE SPACE TEMPERATURE SETPOINT OF 75°F (ADJ.). ·HEATING MODE: THE SUPPLY FAN SHALL BE ENERGIZED. UPON CALL FOR HEATING, THE UNIT SHALL MODULATE COMPRESSOR CAPACITY AND FAN SPEED TO OPTIMALLY MEET THE SPACE TEMPERATURE SETPOINT OF 72°F (ADJ.). AS OUTSIDE AIR TEMPERATURE DECREASES AND THE HEAT PUMP FAILS TO MEET SPACE TEMPERATURE SETPOINT, THE SUPPLEMENTAL ELECTRIC HEATING COIL SHALL ENERGIZE AND STAGE/SEQUENCE TO MEET SPACE TEMPERATURE SETPOINT. ·DEHUMIDIFICATION MODE: THE SUPPLY FAN SHALL BE ENERGIZED. THE UNIT SHALL MODULATE COMPRESSOR CAPACITY AND FAN SPEED TO OPTIMALLY MEET THE SPACE HUMIDITY SETPOINT. THE SUPPLE ELECTRIC HEATING COIL SHALL REHEAT THE SUPPLY AIR TO NOT IMPART ADDITIONAL LOAD TO THE SPACE. ·SAFETIES: IN THE EVENT OF WALL CONTROL FAILURE, UNIT SHALL OPERATE AUTONOMOUSLY TO FACTORY DEFAULT SETTINGS. IN THE EVENT OF A CONDENSATE OVERFLOW FROM A CLOGGED PRIMARY DRAIN, SECONDARY OVERFLOW IS DIRECTED TO THE OUTSIDE OF THE BUILDING. EMERGENCY HEAT OVERRIDE SHALL ENABLE THE RESISTANCE STRIP HEATERS IN CASE OF HEAT PUMP FAILURE (SWITCH ACTIVATED). VARIABLE REFRIGERANT FLOW SYSTEM (VRF): ·DESIGN INTENT FOR THE CONTROL SYSTEM IS TO PROVIDE A FACTORY PROGRAMMED AND INSTALLED, PACKAGED CONTROL SYSTEM SUITABLE FOR COMPLETE VRF SYSTEM CONTROL. THE HVAC VAV SYSTEM SHALL BE SUPPLIED WITH A CENTRAL CONTROLLER AND INCLUDE ZONE LEVEL TEMPERATURE CONTROLLERS PROVIDED BY THE EQUIPMENT MANUFACTURER. THE CENTRAL CONTROLLER SHALL PROVIDE A GRAPHIC BASED OPERATOR INTERFACE. PROVIDE ALL ACCOMMODATIONS TO ALLOW REMOTE ACCESS TO CONTROL SYSTEMS BY THE TENANT'S BUILDING MAINTENANCE FIRM. THE ZONE LEVEL WALL SENSORS SHALL BE CAPABLE OF ALLOWING AN OCCUPANT OVERRIDE OF +/-3°F. ·THE CENTRAL CONTROLLER SHALL BE CAPABLE OF EXPANSION FOR COMMUNICATION WITH OTHER EQUIPMENT. PROVIDE DI/DO BOARDS FOR START/STOP AND ALARM COMMUNICATION WITH DEDICATED OUTDOOR AIR SYSTEMS SERVING THE FACILITY. PROVIDE ALL REQUIRED SENSORS AND HARDWARE. THE OVERALL AIRSIDE SYSTEM SHALL BE ACCESSIBLE FOR PROGRAMING AND SET POINT MODIFICATION VIA THE MANUFACTURES WEB BASED INTERFACE. THIS INTERFACE SHALL BE CONFIGURED AND SUPPLIED TO THE OWNER/FACILITY OPERATOR AT NO ADDITIONAL COST. THE MANUFACTURE’S REPRESENTATIVE SHALL TEST, COMMISSION AND TRAIN THE OWNERS REPRESENTATIVE IN THE USE OF THE CONTROL SYSTEM AS APART OF THE EQUIPMENT SUPPLY PACKAGE. THE CONTRACTOR SHALL PROVIDE ALL INTER-CONNECTING CONTROL WIRING. WIRING SHALL BE PER THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. ·THE SYSTEM SHALL HAVE 55°F (ADJ.) HEATING SETBACK, 85°F (ADJ.) COOLING SETBACK, 7-DAY CLOCK, AND 2- HOUR OCCUPANT OVERRIDE. SETBACK CONTROLS TO SWITCH TO OCCUPIED MODE A MINIMUM OF 2 HOURS PRIOR TO TENANT ARRIVAL. ·VRF OUTDOOR UNITS (ODU) AND BC CONTROLLERS (BCC): o OUTDOOR UNITS AND BC CONTROLLERS SHALL OPERATE ACCORDING TO THE PACKAGED VRF SYSTEM CONTROLLER SEQUENCE TO ACHIEVE SPACE SETPOINTS. ·VRF FAN COIL UNITS (FCU): o FAN COIL UNITS SHALL OPERATE ACCORDING TO THE PACKAGED VRF SYSTEM CONTROLLER SEQUENCE TO MAINTAIN HEATING SPACE TEMPERATURE SETPOINT OF 70°F (ADJUSTABLE) AND COOLING SPACE TEMPERATURE SETPOINT OF 75°F (ADJUSTABLE), AS SENSED BY WALL MOUNTED ZONE TEMPERATURE CONTROLLERS. SUPPLY FANS SHALL OPERATE CONTINUOUSLY DURING OCCUPIED TIMES TO ACHIEVE SPACE VENTILATION REQUIREMENTS. o FCU CONTROLLERS SHALL HAVE 7-DAY PROGRAMMABLE AND AUTOMATIC TIME CLOCK SETBACK CONTROLS. CONTROLLERS SHALL PERMIT SETBACK TO 55°F IN HEATING MODE AND 85°F IN COOLING MODE. DEDICATED OUTSIDE AIR UNIT (DOAS-1) ·UNIT WILL BE CONTROLLED BY INTEGRAL FACTORY CONTROLS FOR HEATING, COOLING AND DEHUMIDIFICATION, AS REQUIRED TO DISCHARGE AIR AT ROOM NEUTRAL CONDITIONS (70 DEG. F, ADJUSTABLE). ·DUCT MOUNTED TEMPERATURE CONTROLLER SHALL BE INCLUDED TO CONTROL UNIT DISCHARGE AIR TEMPERATURE BY MODULATING OR CYCLING HEATING AND COOLING SYSTEMS, AS REQUIRED, PER MANUFACTURER’S PACKAGED CONTROL ROUTINES. ·A DUCT MOUNTED RELIEF AIR HUMIDITY SENSOR SHALL PUT THE UNIT INTO DEHUMIDIFICATION MODE IF THE RELIEF AIR HUMIDITY RISES ABOVE 60% RH (ADJ.). IN DEHUMIDIFICATION MODE THE UNIT SHALL ENABLE COOLING AND HOT GAS REHEAT SIMULTANEOUSLY TO PROVIDE DEHUMIDIFICATION WHILE MAINTAINING DISCHARGE AIR TEMPERATURE SETPOINT. EXHAUST FANS (EF-1, EF-2, EF-3) APARTMENT BATHROOM EXHAUST FANS (EF-1) SHALL OPERATE AT SLOW SPEED (40 CFM) AT ALL TIMES. IF INTEGRAL OCCUPANCY SENSOR, OR FAN/LIGHT SWITCH, IS TRIGGERED FAN SHIFTS TO HIGH SPEED OPERATION (80 CFM). ONCE OCCUPANCY SENSOR REVERTS TO UNOCCUPIED MODE, AND FAN/LIGHT SWITCH IS DE ENERGIZED, FAN RETURNS TO SLOW SPEED OPERATION. SHARED TOILET ROOM EXHAUST FANS (EF-2) SHALL OPERATE IN TANDEM WITH TOILET ROOM LIGHT. JANITOR’S CLOSET EXHAUST FAN (EF-3) SHALL RUN CONTINUOUSLY. ELECTRIC BASEBOARD (EBB-4 AND EBB-4T) SUPPLEMENTAL HEATING BASEBOARD IN THE CONFERENCE ROOM (EBB-4) SHALL BE WIRED TO OPERATE AS THE SECOND STAGE OF VRF SYSTEM HEATING FOR THIS ZONE (WITH UNIT FCU-5) EMERGENCY HEATING BASEBOARD IN THE COMMUNITY ROOM (EBB-4T) SHALL OPERATE WITH INDEPENDENT, UNIT MOUNTED, THERMOSTATS AS A STAND-ALONE SYSTEM FOR THIS REFUGE SPACE. SET INTEGRAL THERMOSTAT TO PROVIDE HEAT OUTSIDE THE COOLING RANGE OF THE VRF FAN COIL UNIT FCU-5. WWWWWWDDDDDD004 SHARED COPY / FILES 006 ELMSHADE OFFICES 010 MECHANICAL AND ELECTRICAL 100C CORRIDOR 002E SUPPORTIVE HOUSING OFFICE 002A HORIZON PROGRAM 005 STAFF TOILET 007 ELMSHADE MED. ROOM 009 BUILDING MAINTENANCE OFFICE 006A PROGRAM MANAGER'S OFFICE 002D DIRECTOR'S OFFICE 002C PROGRAM MANAGER'S OFFICE 002B HORIZON MED. ROOM 002 HORIZON WAITING AREA 003 RECEPTION OFFICE 001 VESTIBULE 018 CONFERENCE ROOM 017 COMMON LAUNDRY 011 TRASH / RECYCLE 100D VESTIBULE 014 STAFF BREAK ROOM 013 COMMUNITY KITCHEN 012 COMMUNITY ROOM FCU-1 FCU-2 FCU-4 FCU-6 FCU-5 FCU-7 FCU-8 VRP-12KB EF-1 6"ø 1 125 6"ø 1 105 8"ø 1 200 22"x10" A 575 22"x10" A 290 6"ø 1 606"ø 1 100 8"ø 1 100 6"ø 1 50 6"ø 1 50 6"ø 1 75 6"ø 1 90 6"ø 1 50 FCU-3 16"x8"6"ø 10"x8"10"x6" 6"ø 6"ø 6"ø 18"x10" 6"ø 1 100 100 6"/5"ø 4 40 6"/5"ø 4 90 6"/5"ø 4 008 SERVER 20"x12"12"ø 10"x8"12"x10"8"ø10"ø12"x10" 8"ø10"ø145 8"/5"ø 4 6"ø 1 40 22"x10"EBB-4 EBB-4 EBB-4 EBB-4T EBB-4T EBB-4T BCC-2 BCC-1 12"x14" - 22"x22" B 20"x16" 10"x22" A 235 10"ø 10"ø 8"ø 6"ø 8"ø10"ø 10"ø10"ø8"ø 10"x22" A 195 6"øEF-3 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 1 2 3 4 5 6 7 8 T FCU-5 FD FD5 T FCU-6 4 4 8 EF-2 EF-2 FD 5 FD5 FD5 T FCU-7 FD 5 T FCU-8 7 4 FD 5 ECUH-1 FD5 TFCU-3 8 ECUH-1 8 10"ø 6"ø 1 90 h101 2 FD5 FD5 FD 5 FD5 4 4 4 TFCU-2 4 FD 5 T FCU-4 FD/SD 9 3ECUH-1 UH-1 6"ø 1 90 6"ø 1 50 6"ø 1 50 6"ø 1 50 6"ø 1 65 22"x10" A 60 22"x10" A 70 6"ø 1 75 22"x10"6"ø 12"x8" 10"x22" A 195 (TYP.3) 2 h101 2 h101 2 h101 22"x8" - 22"x8" A - 22"x8" A14"x8"8"ø16"x10"10"x10"8"ø10"ø8"ø 10"ø 8"ø 22"x10" A 70 13 148"x6"10"ø 6"ø6"ø EF-2 6"ø6"ø 1 50 22"x10" A 95 22"x10" A 40 22"x10" A 40 15 100 6"/5"ø 4 (TYP.6) (TYP.3) (TYP.2) (TYP.2)(TYP.8) 7 8 D E F 7.6 9 8"ø210 8"/5"ø 3 10"x10"22"x6"VRP-12KB 210 8"/5"ø 3 140 6"/5"ø 3 22"x6" A 400 EF-1 6"ø8"x6" A 125 12 11 10 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h101GROUND FLOOR PLAN - HVAC LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 GROUND FLOOR PLAN - HVAC h101 DRAWING NOTES 8 HANG EXHAUST FAN FROM BUILDING STRUCTURE PER MANUFACTURER'S DIRECTIONS. PROVIDE EXHAUST DUCT BETWEEN FAN AND EXTERIOR WALL CAP. TERMINAL WALL CAP TO INCLUDE BACKDRAFT DAMPER. MOUNT ALL WALL CAPS AT SIMILAR ELEVATION ON SAME EXPOSURE WHEREVER POSSIBLE. 9 PROVIDE COMBINATION FIRE/SMOKE DAMPER AT DUCT PENETRATION OF RATED WALL SYSTEM PER DETAIL ON DRAWING h703 10 PROVIDE DOMESTIC KITCHEN HOOD EXHAUST DUCT IN CEILING ARCHITECTURAL SOFFIT. OFFSET AS REQUIRED. TERMINATE WITH 10 X 4 WALL CAP WITH BACKDRAFT DAMPER. COORDINATE WITH GENERAL CONTRACTOR FOR HOOKUP TO KITCHEN HOOD 11 HANG EXHAUST FAN FROM BUILDING STRUCTURE PER MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE EXHAUST DUCT IN JOIST SPACE BETWEEN FAN AND EXTERIOR WALL CAP. OFFSET AS REQUIRED TO COORDINATE WITH STRUCTURAL DESIGN. TERMINAL WALL CAP TO INCLUDE BACKDRAFT DAMPER. MOUNT ALL WALL CAPS AT SIMILAR ELEVATION ON SAME EXPOSURE WHEREVER POSSIBLE. 12 PROVIDE SINGLE PACKAGE VERTICAL HEAT PUMP (VRP) AS SCHEDULED. COORDINATE WITH GENERAL CONTRACTOR FOR EXTERIOR WALL PENETRATION AND UNIT STAND. BOTTOM OF EXTERNAL LOUVER MUST ALIGN WITH BOTTOM EDGE OF APARTMENT WINDOW FRAME. CONNECT SUPPLY AND RETURN DUCTWORK WITH APPROVED FLEXIBLE DUCT CONNECTIONS. PROVIDE MERV 8 FILTER FRAME AT RETURN DUCT CONNECTION AND ENSURE SERVICE ACCESSIBILITY. PROVIDE WALL MOUNTED TEMPERATURE CONTROLLER AND ASSOCIATED CONTROL WIRING. INSTALL UNIT WITH MANUFACTURER'S REQUIRED CLEARANCE FOR MAINTENANCE. 13 BALANCE OED WITH OPPOSED BLADE DAMPER TO 535 CFM RA 14 BALANCE OED WITH OPPOSED BLADE DAMPER TO 935 CFM RA 15 HANG UNIT HEATER FROM BUILDING STRUCTURE PER MANUFACTURER'S WRITTEN INSTRUCTIONS AT A MINIMUM OF 8.5' AFF. PROVIDE LINE VOLTAGE RATED WALL HUNG THERMOSTAT WIRED AND MOUNTED TO ADJACENT WALL. h101 DRAWING NOTES 1 PROVIDE 18 X 10 VENTILATION DUCT IN MECHANICAL CHASE UP TO SECOND FLOOR. INCLUDE FIRE DAMPER AT PENETRATION OF RATED CHASE ENVELOPE 2 PROVIDE 20 X 16 RELIEF AIR DUCT IN MECHANICAL CHASE UP TO SECOND FLOOR. INCLUDE FIRE DAMPER AT PENETRATION OF RATED CHASE ENVELOPE 3 HANG VRF SYSTEM BRANCH CONNECTION BOX FROM BUILDING STRUCTURE PER MANUFACTURER'S WRITTEN INSTRUCTIONS AT A MINIMUM OF 8.5' AFF. PROVIDE INSULATED REFRIGERANT LINES BETWEEN BRANCH CONNECTION BOXES AND ROOFTOP OUTDOOR UNIT (ODU-1) PER REFRIGERANT PIPING DRAWING (MULTIV5 DIAGRAM) ON DRAWING h701. COORDINATE PIPING OF CONDENSATE DRAIN TO INDIRECT WASTE CONNECTION WITH PLUMBING CONTRACTOR. PROVIDE CONTROL WIRING NETWORK BETWEEN BCC BOXES AND ODU PER WIRING DIAGRAM ON DRAWING h701 4 HANG VRF SYSTEM FAN COIL UNIT FROM BUILDING STRUCTURE PER MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE INSULATED REFRIGERANT LINES BETWEEN BRANCH CONNECTION BOXES (BCC) AND INDOOR FAN COIL UNITS (FCU) PER REFRIGERANT PIPING DRAWING (MULTIV5 DIAGRAM) ON DRAWING h701. COORDINATE PIPING OF CONDENSATE DRAIN TO INDIRECT WASTE CONNECTION WITH PLUMBING CONTRACTOR. PROVIDE CONTROL WIRING NETWORK BETWEEN BCC BOXES, WALL MOUNTED THERMOSTAT AND FCU PER WIRING DIAGRAM ON DRAWING h701. PROVIDE SUPPLY DUCT FROM INDOOR FCU TO CEILING DIFFUSERS. PROVIDE FIELD FABRICATED RETURN AIR PLENUM WITH FILTER ACCESS SECTION AND VENTILATION AIR CONNECTION. BALANCE VENTILATION AIRFLOW PER FAN COIL UNIT SCHEDULE. 5 PROVIDE FIRE DAMPER AT DUCT PENETRATION OF RATED WALL SYSTEM PER DETAIL ON DRAWING h703 6 PROVIDE SEPARATE DRYER EXHAUST DUCT FOR EACH OF (6) DRIERS PER DETAIL ON DRAWING h702. INCLUDE TERMINAL WALL CAP WITH BACKDRAFT DAMPER AT BUILDING FASCIA, MOUNTED JUST BELOW WINDOW LEDGE. COORDINATE WITH ARCHITECT FOR ELEVATION OF WALL CAP AT BUILDING EXTERIOR. 7 PROVIDE OPEN END DUCT (OED) WITH OPPOSED BLADE DAMPER AND 1/2" MESH BIRDSCREEN FOR RETURN AIR TO ASSOCIATED FCU FROM PLENUM ABOVE WOOD SLAT CEILING # 1/4" = 1'-0"2 ENLARGED TYPE 1 - HVAC T N h601 1 h601 3 h601 2 VRP-12KA EF-1 EF-1 VRP-12KA VRP-12KA 1 h601 1 h601 1 h601 1 h601 1 h601 1 h601 1 h601 1 h601 1 h601 FCU-9 10"ø 8"ø6"ø6"ø 1 70 6"ø 1 80 6"ø 1 70 6"ø 6"ø 1 90 h601 4 4 h601 90 6"/5"ø 4 215 TRASH / RECYCLE 216 I.T. CLOSET 217 CUST. 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 1 4 EF-3 FD/SD FD/SD 3 3 2 - 8"x8" A 4 EF-3 7"ø 20"x14" 22"x10" A 225 20"x16" 5 6 4"ø4"ø7 7 8"ø plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h102TYPICAL FLOORS 2-5 - HVAC LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 SECOND FLOOR PLAN - HVAC h102 DRAWING NOTES 1 HANG VRF SYSTEM FAN COIL UNIT FROM BUILDING STRUCTURE PER MANUFACTURER'S DIRECTIONS. PROVIDE INSULATED REFRIGERANT LINES BETWEEN BRANCH CONNECTION BOXES (BCC) AND INDOOR FAN COIL UNITS (FCU) PER REFRIGERANT PIPING DRAWING (MULTIV5 DIAGRAM) ON DRAWING h701. COORDINATE PIPING OF CONDENSATE DRAIN TO INDIRECT WASTE CONNECTION WITH PLUMBING CONTRACTOR. PROVIDE CONTROL WIRING NETWORK BETWEEN BCC BOXES, WALL MOUNTED THERMOSTAT AND FCU PER WIRING DIAGRAM ON DRAWING h701. PROVIDE SUPPLY DUCT FROM INDOOR FCU TO CEILING DIFFUSERS. PROVIDE FIELD FABRICATED RETURN AIR PLENUM WITH FILTER ACCESS SECTION AND VENTILATION AIR CONNECTION. BALANCE VENTILATION AIRFLOW PER FAN COIL UNIT SCHEDULE. NOTE: FCU-9 IS SHOWN ON THIS TYPICAL FLOOR PLAN. UNITS FCU-10, FCU-11, AND FCU-12 WILL BE PLACED IN SIMILAR LOCATION ON FLOORS 3, 4 AND 5 2 PROVIDE VRF SYSTEM BRANCH CONNECTION BOX ON THIRD AND FIFTH FLOORS AT THIS LOCATION TO SERVE CORRIDOR FCU UNITS ON FLOORS 2-5. HANG VRF SYSTEM BRANCH CONNECTION BOX FROM BUILDING STRUCTURE PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. PROVIDE INSULATED REFRIGERANT LINES BETWEEN BRANCH CONNECTION BOXES AND ROOFTOP OUTDOOR UNIT (ODU-1) PER REFRIGERANT PIPING DRAWING (MULTIV5 DIAGRAM) ON DRAWING h701. COORDINATE PIPING OF CONDENSATE DRAIN TO INDIRECT WASTE CONNECTION WITH PLUMBING CONTRACTOR. PROVIDE CONTROL WIRING NETWORK BETWEEN BCC BOXES AND ODU PER WIRING DIAGRAM ON DRAWING h701 3 PROVIDE COMBINATION FIRE/SMOKE DAMPER AT DUCT PENETRATION OF RATED WALL SYSTEM PER DETAIL ON DRAWING h703 4 HANG EXHAUST FAN FROM BUILDING STRUCTURE PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. PROVIDE EXHAUST DUCT BETWEEN FAN AND EXTERIOR WALL CAP. TERMINAL WALL CAP TO INCLUDE BACKDRAFT DAMPER. MOUNT ALL WALL CAPS AT SIMILAR ELEVATION ON SAME EXPOSURE WHEREVER POSSIBLE. 5 CONTINUE DOWN TO FIRST FLOOR 18 X 10 VENTILATION DUCT CONNECTION AND UP TO 20 X 14 VENTILATION DUCT RISER FROM ROOFTOP DOAS UNIT SUPPLY. PROVIDE 7" DIA. BRANCH DUCTS TO FCU RETURN BOOT ON SIMILAR FLOORS 3, 4 AND 5 6 CONTINUE 20 X 16 RELIEF AIR DUCT DOWN TO FIRST FLOOR AND UP TO DOAS UNIT BAROMETRIC RELIEF CONNECTION. PROVIDE RELIEF AIR GRILLE IN CORRIDOR 2" BELOW CORRIDOR CEILING. 7 PROVIDE CEILING RADIATION DAMPER AT PENETRATION OF FLOOR/CEILING ASSEMBLY. # N 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 ODU-1 DOAS-1 12 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h103ROOF PLAN - HVACLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 ROOF PLAN - HVAC #h103 DRAWING NOTES 1 PROVIDE DEDICATED OUTSIDE AIR UNIT (DOAS-1) ON MANUFACTURER'S CUSTOM ROOF CURB. COORDINATE WITH GENERAL CONTRACTOR FOR ROOF PENETRATION, FLASHING AND MISCELLANEOUS STRUCTURAL SUPPORT. FILL OPEN SPACES IN ROOF CURB WITH INSULATION. MAKE DUCT CONNECTIONS FOR VENTILATION AND RELIEF AIR WITH APPROVED FLEXIBLE DUCTWORK. COORDINATE WITH PLUMBING CONTRACTOR FOR NATURAL GAS HOOKUP. 2 PROVIDE OUTDOOR VRF SYSTEM HEAT RECOVERY UNIT (ODU-1) ON MANUFACTURER'S NON-INTRUSIVE ELEVATED STAND. PIPE REFRIGERANT LINES BETWEEN UNIT AND BRANCH BOXES (BCC) VIA THE MAIN MECHANICAL CHASE PER PIPING DIAGRAM ON h701. MAKE PIPING ROOF PENETRATIONS AND SUPPORT ROOF PIPING PER DETAILS ON h703. PROVIDE CONTROL WIRING PER WIRING DIAGRAM ON h701 N 8"ø14"x8"22"x6"6"øEF-1 22"x6" A 400 8"x6" A 125 14"x6" 2 210 14"x6" 2 140 14"x6" 2 210 7 8 D E F 7.6 9 2 3 133 3 10"x4" 4 T 22"x6" VRP-12KA 14"x6" 2 140 22"x8" A 525 14"x6" 2 140 14"x6" 2 140 14"x6" 2 140 14"x8"14"x8"14"x3" 8"x6" A 140 8"x6" A 140 1413 16 G H I 15.5 15.6 H.3 EF-12 3 3 3 3 33 3 1 T4 6 h703 VRP-12KA EF-1 6"ø22"x6" A 400 14"x6" 2 110 14"x6" 2 100 14"x6" 2 100 14"x6" 1 140 14"x6" 2 110 22"x6"14"x8"14"x8" 11 12 13 F G H I H.3 2 T3 3 3 3 3 1 8"ø 10"x4" 4 VRP-12KA 8"x6" A 125 EF-1 6"ø8"ø10"x4" 14"x6" 2 140 14"x6" 2 140 14"x6" 2 140 14"x6" 2 140 22"x6" A 400 8"x6" A 125 22"x8"14"x8"14"x8"14"x8" 1 2 D E F EF-32 4"ø2 4 3 3 3 31 3 T VRP-12KA EF-1 VRP-12KA EF-1 VRP-12KA EF-1 VRP-12KA EF-1 VRP-12KA plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h601ENLARGED PLANS - HVAC LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/4" = 1'-0"1 ENLARGED TYPE 2 - HVAC 1/4" = 1'-0"2 ENLARGED TYPE 4 - HVAC 1/4" = 1'-0"3 ENLARGED TYPE 3 - HVAC 1/4" = 1'-0"4 ENLARGED TYPE 5 - HVAC #h601 DRAWING NOTES 1 PROVIDE SINGLE PACKAGE VERTICAL HEAT PUMP (VRP) AS SCHEDULED. COORDINATE WITH GENERAL CONTRACTOR FOR EXTERIOR WALL PENETRATION AND UNIT STAND. BOTTOM OF EXTERNAL LOUVER MUST ALIGN WITH BOTTOM EDGE OF APARTMENT WINDOW FRAME. CONNECT SUPPLY AND RETURN DUCTWORK WITH APPROVED FLEXIBLE DUCT CONNECTIONS. PROVIDE MERV 8 FILTER FRAME AT RETURN DUCT CONNECTION AND ENSURE SERVICE ACCESSIBILITY. PROVIDE WALL MOUNTED TEMPERATURE CONTROLLER AND ASSOCIATED CONTROL WIRING. INSTALL UNIT WITH MANUFACTURER'S REQUIRED CLEARANCE FOR MAINTENANCE. 2 HANG EXHAUST FAN FROM BUILDING STRUCTURE PER MANUFACTURER'S DIRECTIONS. PROVIDE EXHAUST DUCT IN JOIST SPACE BETWEEN FAN AND EXTERIOR WALL CAP. OFFSET AS REQUIRED TO COORDINATE WITH STRUCTURAL DESIGN. TERMINAL WALL CAP TO INCLUDE BACKDRAFT DAMPER. MOUNT ALL WALL CAPS AT SIMILAR ELEVATION ON SAME EXPOSURE WHEREVER POSSIBLE. 3 PROVIDE SUPPLY AND RETURN DUCTWORK IN ARCHITECTURAL SOFFITS. FRAME SOFFIT PENETRATIONS AS REQUIRED TO CLEANLY MOUNT REGISTERS, GRILLES AND DIFFUSERS (RGD) TO STRUCTURE OR SHEET METAL SLEEVES. RGD TO BE MOUNTED WITH TOP EDGE OF FRAME AT CEILING PLANE. 4 PROVIDE DOMESTIC KITCHEN HOOD EXHAUST DUCT IN CEILING ARCHITECTURAL SOFFIT. OFFSET AS REQUIRED. TERMINATE WITH 10 X 4 WALL CAP WITH BACKDRAFT DAMPER. COORDINATE WITH GENERAL CONTRACTOR FOR HOOKUP TO KITCHEN HOOD 5 TYPICAL TYPE 2 HVAC ISOMETRIC 6 TYPICAL TYPE 4 HVAC ISOMETRIC 7 TYPICAL TYPE 3 HVAC ISOMETRIC 8 TYPICAL TYPE 5 HVAC ISOMETRIC plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h602ENERGY STAR QUALIFIED HOMES REQUIREMENTS LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 ENERGY STAR QUALIFIED HOMES, REQUIREMENTS: 1. CONTRACTORS SHALL BE ACCA-QUALIFIED AND COMPLY WITH ENERGY STAR QUALIFIED HOMES, VERSION 3.1 (REV. 9), HVAC SYSTEM QUALITY INSTALLATION RATER CHECKLIST AND REQUIREMENTS NOTED BELOW. SECTION 1: REVIEW OF HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST 1. COMPLETE AND COLLECT FOR RECORDS HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST IN ITS ENTIRETY, ALONG WITH DOCUMENTATION ON VENTILATION SYSTEM, FULL LOAD CALCULATIONS, AHRI CERTIFICATE AND BALANCING REPORT. IT IS THE CONTRACTOR'S EXCLUSIVE RESPONSIBILITY TO ENSURE THE SYSTEM DESIGN AND INSTALLATION COMPLY WITH THE CONTRACTOR CHECKLIST SPECIFICATIONS. THE RATER IS ONLY RESPONSIBLE FOR ENSURING THAT THE CONTRACTOR HAS COMPLETED THE CONTRACTOR CHECKLIST IN ITS ENTIRETY AND VERIFYING THE DISCRETE OBJECTIVE PARAMETERS REFERENCED IN THE CHECKLIST, NOT FOR ASSESSING THE ACCURACY OF THE LOAD CALCULATIONS OR FIELD VERIFICATIONS INCLUDED, NOR TO VERIFY THE ACCURACY OF EVERY INPUT ON THE CONTRACTOR CHECKLIST. 2.REVIEW THE FOLLOWING PARAMETERS RELATED TO SYSTEM COOLING DESIGN, SELECTION, AND INSTALLATION FROM HVAC CONTRACTOR CHECKLIST: A.OUTDOOR DESIGN TEMPERATURES ARE EQUAL TO 1% AND 99% ACCA MANUAL J DESIGN TEMPERATURES FOR CONTRACTOR-DESIGNATED DESIGN LOCATION. B.HOME ORIENTATION MATCHES ORIENTATION OF RATED HOME. C. NUMBER OF OCCUPANTS EQUALS NUMBER OF OCCUPANTS IN RATED HOME. THE NUMBER OF OCCUPANTS AMONG ALL HVAC SYSTEMS IN THE HOME SHALL BE EQUAL TO THE NUMBER OF RESNET-DEFINED BEDROOMS PLUS ONE. OCCUPANTS LISTED FOR SYSTEMS FOR WHICH THE HEADER OF THE CONTRACTOR CHECKLIST INDICATES THAT IT IS DESIGNED TO HANDLE TEMPORARY OCCUPANT LOADS SHALL BE PERMITTED TO EXCEED THIS LIMIT. D.CONDITIONED FLOOR AREA IS WITHIN +/-10% OF CONDITIONED FLOOR AREA OF RATED HOME. E. WINDOW AREA IS WITHIN +/-10% OF CALCULATED WINDOW AREA OF RATED HOME. F.PREDOMINANT WINDOW SHGC IS WITHIN 0.1 OF PREDOMINANT VALUE IN RATED HOME. PREDOMINANT IS DEFINED AS THE SHGC VALUE USED IN THE GREATEST AMOUNT OF WINDOW AREA IN THE HOME. G.LISTED LATENT COOLING CAPACITY EXCEEDS DESIGN LATENT HEAT GAIN. H.LISTED SENSIBLE COOLING CAPACITY EXCEEDS DESIGN SENSIBLE HEAT GAIN. I.LISTED TOTAL COOLING CAPACITY IS 95-115% (OR 95-125% FOR HEAT PUMPS IN CLIMATE ZONES 4-8) OF DESIGN TOTAL HEAT GAIN, OR HEAT NOMINAL SIZE. FOR COOLING SYSTEMS THE NEXT LARGEST NOMINAL PIECE OF EQUIPMENT MAY BE USED THAT IS AVAILABLE TO SATISFY THE LATENT AND SENSIBLE REQUIREMENTS. SINGLE-SPEED SYSTEMS GENERALLY HAVE OEM NOMINAL SIZE INCREMENTS OF 1/2 TON. MULTI-SPEED OR MULTI-STAGE EQUIPMENT MAY HAVE OEM NOMINAL SIZE INCREMENTS OF ONE TON. THEREFORE, THE USE OF THESE ADVANCED SYSTEM TYPES CAN PROVIDE EXTRA FLEXIBILITY TO MEET THE EQUIPMENT SIZING REQUIREMENTS. J.HVAC MANUFACTURER AND MODEL NUMBERS ON INSTALLED EQUIPMENT, CONTRACTOR CHECKLIST, AND AHRI CERTIFICATE OR OEM CATALOG DATA ALL MATCH. IN CASES WHERE THE CONDENSER UNIT IS INSTALLED AFTER THE TIME OF INSPECTION BY THE RATER, THE HVAC MANUFACTURER AND MODEL NUMBERS ON INSTALLED EQUIPMENT CAN BE DOCUMENTED THROUGH THE USE OF PHOTOGRAPHS PROVIDED BY THE HVAC CONTRACTOR AFTER INSTALLATION IS COMPLETE. K.USING REPORTED LIQUID LINE OR SUCTION LINE PRESSURE, CORRESPONDING TEMPERATURE (AS DETERMINED USING PRESSURE/TEMPERATURE CHART FOR REFRIGERANT TYPE) MATCHES REPORTED CONDENSER OR EVAPORATOR SATURATION TEMPERATURE (PLUS OR MINUS 3°). IF CONTRACTOR HAS INDICATED THAT AN OEM TEST PROCEDURE HAS BEEN USED IN PLACE OF A SUB-COOLING OR SUPER-HEAT PROCESS AND DOCUMENTATION HAS BEEN ATTACHED THAT DEFINES THIS PROCEDURE, THEN THE BOX FOR "N/A" SHALL BE CHECKED FOR THIS ITEM. L.CALCULATED SUB-COOLING OR SUPERHEAT VALUE IS WITHIN +/-3°F OF REPORTED TARGET SUB-COOLING OR +/-5°F OF REPORTED TARGET SUPERHEAT TEMPERATURE. IF CONTRACTOR HAS INDICATED THAT AN OEM TEST PROCEDURE HAS BEEN USED IN PLACE OF A SUB-COOLING OR SUPER-HEAT PROCESS AND DOCUMENTATION HAS BEEN ATTACHED THAT DEFINES THIS PROCEDURE, THEN THE BOX FOR "N/A" SHALL BE CHECKED FOR THIS ITEM. 3. RATER-VERIFIED SUPPLY AND RETURN DUCT STATIC PRESSURE SHALL BE LESS THAN 110% OF CONTRACTOR RECORD VALUES. 4.SUBMIT CONTRACTOR PREPARED REPORT INDICATING THE ROOM NAME AND DESIGN AIRFLOW FOR EACH SUPPLY AND RETURN REGISTER TO RATER FOR RECORD. IN ADDITION, FINAL BALANCING REPORT INDICATING ROOM AIRFLOWS MEASURED AND DOCUMENTED ON BALANCING REPORT: MEASURED AND DOCUMENTED BY THE CONTRACTOR. 5.HVAC CONTRACTOR HOLDS CREDENTIALS NECESSARY TO COMPLETE THE HVAC SYSTEM QI CONTRACTOR CHECKLIST. THE RATER MUST CONFIRM THE CONTRACTOR HOLDS THE CREDENTIALS. SECTION 2: DUCT QUALITY INSTALLATION 1.INSTALL DUCTWORK CONNECTIONS AND ROUTING WITHOUT KINKS OR SHARP BENDS. COORDINATE WITH THE FRAMER, PLUMBER, AND ELECTRICIAN FOR EFFECTIVE DUCT INSTALLATION. SEAL ALL HVAC PENETRATIONS TO UNCONDITIONED SPACES OR THRU DEMISING WALLS WITH BLOCKING OR FLASHING AS REQUIRED TO MAINTAIN BUILDING PRESSURIZATION REQUIREMENTS. 2.INSTALL FLEXIBLE DUCTWORK WITHOUT EXCESSIVE COILS OR LOOPS UNLESS NEEDED FOR ACOUSTICAL CONTROL. COORDINATE WITH THE FRAMER, PLUMBER, AND ELECTRICIAN FOR EFFECTIVE DUCT INSTALLATION. BALANCING DAMPERS OR PROPER DUCT SIZING SHALL BE USED INSTEAD OF LOOPS TO LIMIT FLOW TO DIFFUSERS. WHEN BALANCING DAMPERS ARE USED, THEY SHALL BE LOCATED AT THE TRUNK TO LIMIT NOISE UNLESS THE TRUNK WILL NOT BE ACCESSIBLE WHEN THE BALANCING PROCESS IS CONDUCTED. IN SUCH CASES, OPPOSED BLADE DAMPERS OR DAMPERS THAT ARE LOCATED IN THE DUCT BOOT ARE PERMITTED. 3.FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED IN UNCONDITIONED CAVITIES SMALLER THAN THE OUTER DUCTWORK DIAMETER. FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED IN CONDITIONED CAVITIES SMALLER THAN THE INNER DUCTWORK DIAMETER. INSTALL DUCTS TO PREVENT COMPRESSION OF DUCT OR DUCT INSULATION. 4.FLEXIBLE DUCTWORK SHALL BE SUPPORTED AT MANUFACTURER RECOMMENDED INTERVALS BUT AT A DISTANCE LESS THAN OR EQUAL TO 5 FT. TO PREVENT SAGGING. INSTALL SUPPORTS AT LEAST ONE INCH WIDE. INSTALL SUPPORTS WITHOUT COMPRESSING THE DUCT AND THE DUCT INSULATION. 5.BUILDING CAVITIES SHALL NOT BE USED AS SUPPLY OR RETURN DUCTS UNLESS THEY MEET ITEMS 3.2, 3.3, 4.1, AND 4.2 OF THE HVAC SYSTEM QUALITY INSTALLATION RATER CHECKLIST. AVOID USING BUILDING CAVITIES AS DUCTS DUE TO THE DIFFICULTY OF PROPER AIR SEALING AND INSULATING THEM. IF BUILDING CAVITIES ARE USED, INSTALL INSULATION WITHOUT MISALIGNMENTS, COMPRESSIONS, GAPS, OR VOIDS IN ALL CAVITIES USED FOR DUCTS. IF NON-RIGID INSULATION IS USED, INSTALL A RIGID AIR BARRIER OR OTHER SUPPORTING MATERIAL TO HOLD INSULATION IN PLACE. SEAL ALL SEAMS, GAPS, AND HOLES OF THE AIR BARRIER WITH CAULK OR FOAM. 6.HVAC DUCTS, CAVITIES USED AS DUCTS, AND COMBUSTION AIR INLETS AND OUTLETS MAY PASS PERPENDICULARLY THROUGH EXTERIOR WALLS BUT SHALL NOT BE RUN WITHIN EXTERIOR WALLS UNLESS PROVIDED WITH AT LEAST R-6 CONTINUOUS INSULATION ON EXTERIOR SIDE OF THE CAVITY, ALONG WITH AN INTERIOR AND EXTERIOR AIR BARRIER WHERE REQUIRED BY THE THERMAL ENCLOSURE SYSTEM CHECKLIST. INSTALL INSULATION WITHOUT MISALIGNMENT, COMPRESSIONS, GAPS, OR VOIDS IN ALL BUILDING CAVITIES WITH DUCTS OR CAVITIES USED AS DUCTS. IF NON-RIGID INSULATION IS USED, INSTALL A RIGID AIR BARRIER OR OTHER SUPPORTING MATERIAL TO HOLD INSULATION IN PLACE. SEAL ALL SEAMS, GAPS, AND HOLES OF THE AIR BARRIER WITH CAULK OR FOAM. 7.QUANTITY AND LOCATION OF SUPPLY AND RETURN DUCT TERMINALS SHALL MATCH CONTRACTOR BALANCING REPORT. 8.BEDROOMS SHALL BE PRESSURE-BALANCED USING ANY COMBINATION OF TRANSFER GRILLES, JUMPER DUCTS, DEDICATED RETURN DUCTS, AND/OR UNDERCUT DOORS TO EITHER: A) PROVIDE ONE SQUARE INCH OF FREE AREA OPENING PER 1 CFM OF SUPPLY AIR, AS REPORTED ON THE CONTRACTOR-PROVIDED BALANCING REPORT: OR B) ACHIEVE A RATER-MEASURED PRESSURE DIFFERENTIAL LESS THAN OR EQUAL TO 3 PA (0.012 IN. W.C.) WITH RESPECT TO THE MAIN BODY OF THE HOUSE WHEN BEDROOM DOORS ARE CLOSED AND THE AIR HANDLER IS OPERATING. FOR PROVIDING FREE AREA, REFER TO THE BALANCING REPORT PROVIDED BY THE HVAC CONTRACTOR FOR THE BEDROOM AIR FLOWS TO SIZE THE TRANSFER GRILLES AND/OR JUMPER DUCTS. INSTALL AND SEAL PROPERLY SIZED TRANSFER GRILLES DURING FRAMING. BOTH OPENINGS OF THE TRANSFER GRILLE MUST HAVE THE REQUIRED FREE AREA. IF TRANSFER GRILLES ARE NOT USED, INSTALL AND SEAL JUMPER DUCTS DURING FRAMING. BOTH OPENINGS AND DUCTS MUST HAVE THE REQUIRED FREE AREA. FOR ACHIEVING A RATER-MEASURED PRESSURE DIFFERENTIAL, EPA RECOMMENDS THAT TRANSFER GRILLES, JUMPER DUCTS, OR DEDICATED RETURNS BE INSTALLED. TEST THE PRESSURES OF EACH BEDROOM. FOR HVAC SYSTEM WITH MULTI-SPEED FANS, THE HIGHEST DESIGN FAN SPEED SHALL BE USED WHEN VERIFYING THIS REQUIREMENT. SECTION 3: DUCT INSULATION 1. ALL TRUNK DUCTS IN UNCONDITIONED SPACE SHALL BE INSULATED. SEAL ALL SEAMS, GAPS, AND HOLES OF ALL TRUNK DUCT CONNECTIONS BEFORE INSTALLING INSULATION, PREFERABLY WITH MASTIC. INSTALL INSULATION WITHOUT MISALIGNMENT, COMPRESSION, GAPS, OR VOIDS AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. SEAL DUCTINSULATION TO BOOT TO PREVENT ACCUMULATION OF CONDENSATION. 2.INSTALL INSULATED DUCTWORK, BOXES, AND BOOTS IN ALL UNCONDITIONED SPACES TO MEET THE PRESCRIPTIVE PATH. INSTALL ALL DUCTS IN UNCONDITIONED SPACES WITHOUT COMPRESSING THE INSULATION. PRESCRIPTIVE PATH: SUPPLY DUCTS IN UNCONDITIONED SPACES SHALL HAVE GREATER THAN OR EQUAL TO R-8 INSULATION. 3.ALL OTHER SUPPLY DUCTS AND ALL RETURN DUCTS IN UNCONDITIONED SPACE SHALL HAVE GREATER THAN OR EQUAL TO R-6 INSULATION. INSTALL INSULATED DUCTWORK, BOXES, AND BOOTS IN ALL UNCONDITIONED SPACES. INSTALL ALL DUCTS IN UNCONDITIONED SPACES WITHOUT COMPRESSING THE INSULATION. SECTION 4: DUCT LEAKAGE DUCT LEAKAGE SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: 1.TOTAL RATER-MEASURED DUCT LEAKAGE = 8 CFM25 (CFM25 = CFM @ 25 PASCALS AIR PRESSURE) PER 100 SQ. FT. OF CONDITIONED FLOOR AREA (CFA). A. SEAL ALL SEAMS, GAPS, AND HOLES OF ALL TRUNK DUCT CONNECTIONS BEFORE INSTALLING INSULATION, PREFERABLY WITH MASTIC. B.INSTALL INSULATION WITHOUT MISALIGNMENTS, COMPRESSIONS, GAPS, OR VOIDS AROUND ALL CONNECTIONS AND EXPOSED DUCT WORK C. SEAL DUCT INSULATION IN PLACE. D.EPA RECOMMENDS TESTING DUCTS ONLY AFTER COMPLETING A VISUAL INSPECTION OF PROPER DUCT SEALING. ENERGY STAR QUALIFIED HOMES, REQUIREMENTS (CONT.) 2. RATER-MEASURED DUCT LEAKAGE TO OUTDOORS = 4 CFM25 PER 100 SQ. FT. OF CONDITIONED FLOOR AREA. A.SEAL ALL SEAMS, GAPS, AND HOLES OF ALL TRUNK DUCT CONNECTIONS BEFORE INSTALLING INSULATION. MASTIC IS RECOMMENDED FOR SEALING B.INSTALL INSULATION WITHOUT MISALIGNMENT, COMPRESSION, GAPS, OR VOIDS AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. C.SEAL DUCT INSULATION IN PLACE. D.EPA RECOMMENDS TESTING DUCTS ONLY AFTER COMPLETING A VISUAL INSPECTION OF PROPER DUCT SEALING. 3.ADDITIONAL TESTING, QUALIFICATION AND INSTALLATION GUIDELINES TO MEET FOR LEAKAGE CRITERIA A.DUCT LEAKAGE SHALL BE DETERMINED AND DOCUMENTED BY A RATER USING A RESNET-APPROVED TESTING PROTOCOL ONLY AFTER ALL COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED (E.G., AIR HANDLER AND REGISTER GRILLES). LEAKAGE LIMITS SHALL BE ASSESSED ON A PER-SYSTEM BASIS, RATHER THAN PER RESIDENT UNIT, WHERE COMMON SYSTEMS ARE USED. TESTING OF DUCT LEAKAGE TO THE OUTSIDE CAN BE WAIVED, HOWEVER THIS MUST BE CONFIRMED BY THE RATER FOR EACH PROJECT IF ALL DUCTS AND AIR HANDLING EQUIPMENT ARE LOCATED WITHIN THE HOME'S AIR AND THERMAL BARRIERS, AND ENVELOPE LEAKAGE HAS BEEN TESTED TO BE LESS THAN OR EQUAL TO HALF OF THE PRESCRIPTIVE PATH INFILTRATION LIMIT FOR THE CLIMATE ZONE WHERE THE HOME IS TO BE BUILT. B.FOR ALL HOMES OR UNITS THAT SERVE LESS THAN 1,200 SQ. FT. OF CONDITIONED FLOOR AREA (CFA), TOTAL MEASURED DUCT LEAKAGE SHALL BE = 8 CFM25 PER 100 SQ. FT. OF CFA AND MEASURED DUCT LEAKAGE TO OUTDOORS SHALL BE = 5 CFM25 PER 100 SQ. FT. OF CFA. C.IF TOTAL DUCT LEAKAGE IS = 4 CFM25 PER 100 SQ. FT. OF CONDITIONED FLOOR AREA, OR = 5 CFM25 PER 100 SQ. FT. OF CONDITIONED FLOOR AREA FOR HOMES OR UNITS THAT HAVE LESS THAN 1,200 SQ. FT. OF CONDITIONED FLOOR AREA, THEN LEAKAGE TO OUTDOORS NEED NOT BE TESTED. D.WHERE DUCTWORK, DUCT BOOTS, PLENUMS AND OTHER DEVICES PENETRATE ANY BUILDING ELEMENT THE OPENINGS SHALL BE CUT NEATLY AND CLOSE TO THE ACTUAL SIZE OF THE DUCT, BOOT OR PLENUM TO MINIMIZE GAPS AND THE EXTENT OF SEALANT MATERIAL. WORK SHALL BE ACCOMPLISHED IN A NEAT AND WORKMAN LIKE MANNER. DUCT BOOTS SEALED TO FLOOR, WALL, OR CEILING USING CAULK, FOAM, MASTIC TAPE, OR MASTIC PASTE. THIS SHALL BE COORDINATED BY ALL APPROPRIATE TRADES. POOR INSTALLATIONS WITH TOO MUCH TOLERANCE CAUSING EXCESSIVE SEALANT MATERIAL SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTIVE ACTION TO BE TAKEN. E.DUCT CONNECTIONS, PARTIAL AND FULL CASED SECTIONS OF THE FAN COIL UNIT-FURNACE-HEAT PUMP UNIT, OR AIR HANDLING UNIT AND SERVICE DOORS OR ACCESS PANELS SHALL BE SEALED WITH PERMANENT MASTIC, HIGH QUALITY NON PERMEABLE FOAM, NEOPRENE, CORK GASKET OR HIGH QUALITY AIR TIGHT SEALING CAULK AT FIXED POINTS AND / OR UL RATED TAPE WHEN ACCESS IS REQUIRED. WHERE TAPE IS UTILIZED A SUFFICIENT AMOUNT OF ROLLS OF TAPE SHALL BE PROVIDED TO BE KEPT AT THE PROJECT AND TURNED OVER TO THE BUILDING OWNER TO RESEAL THE SERVICE POINTS AFTER CUTTING OR REMOVING THE TAPE PROVIDED TO MEET THE LEAKAGE TESTS. SECTION 5 -WHOLE BUILDING, HOME OR RESIDENT UNIT DELIVERED VENTILATION OR DEDICATED VENTILATION SYSTEM SHALL MEET OR EXCEED THE RATER-MEASURED VENTILATION RATE TO BE WITHIN 100-120% OF HVAC DESIGN VALUE PER THE FOLLOWING CRITERIA: 1.RATER-MEASURED VENTILATION RATE IS SCHEDULED TO BE WITHIN 100-120% OF HVAC DESIGN VALUE. THE VENTILATION SYSTEM MUST BE COMPLIANT WITH ASHRAE 62.2-2010 (FOR REQUIRED VENTILATION QUANTITIES AND SEALING ALL HOLES, GAPS, AND SEAMS OF DUCTS AND THEIR CONNECTIONS) INCLUDING AS FOLLOWS: A.SUPPLY (SUCH AS AN INTAKE DUCT TO THE RETURN SIDE OF THE HVAC SYSTEM COUPLED WITH A MOTORIZED DAMPER AND CONTROL SYSTEM). B.EXHAUST (SUCH AS A CONTINUOUSLY OPERATING EXHAUST FAN). WILL BE TESTED TO +/-15 CFM OR 15% OF DESIGN AIRFLOW. C.BALANCED (SUCH AS AN ERV OR HRV). 2.THE VENTILATION AIR FLOW AND LOCAL EXHAUST AIR FLOWS WILL BE MEASURED BY THE RATER USING A FLOW HOOD, FLOW GRID, ANEMOMETER (IN ACCORDANCE WITH AABC, NEBB OR ASHRAE PROCEDURES), OR SUBSTANTIALLY EQUIVALENT METHOD. ALL SYSTEMS SHOULD BE CONSTRUCTED ACCORDINGLY. SECTION 6 -THERMOSTAT AND HVAC UNIT CONTROLS: 1.THERMOSTAT: AIR FLOW IS PRODUCED WHEN THE CENTRAL HVAC INDOOR FURNACE OR FAN COIL EVAPORATOR FAN IS ENERGIZED. THIS IS ACCOMPLISHED BY SETTING THE THERMOSTAT TO "FAN" AND SELECTING THE COOLING OR HEATING MODE WILL INDEX THE COOLING OR HEATING PORTIONS OF THE SYSTEM TO PROVIDE EITHER COOLED OR HEATED AIR TO MEET THE ROOM OR UNIT THERMOSTAT SETPOINT. THE RATER, AS PART OF THE TESTING WILL TURN THE SYSTEM ON TO COOL AND CHANGE THE SET POINT TEMPERATURE TO 3°F BELOW THE AMBIENT TEMPERATURE. THE RATER WILL THEN RETURN THE THERMOSTAT TO THE ORIGINAL SETTING. THE RATER WILL WAIT FOR A PERIOD OF TIME AS RECOMMENDED BY THE UNIT MANUFACTURER OR WAIT FOR THE SYSTEM PREPROGRAMMED CYCLE BETWEEN COOLING AND HEATING MODE AND SET THE SYSTEM ON TO HEATING AND CHANGE THE SET POINT TO 3°F ABOVE THE AMBIENT. THE RATER WILL THEN RETURN THE THERMOSTAT TO THE ORIGINAL SETTING. THE RATER WILL VERIFY THAT THE HEATING AND COOLING SYSTEMS ARE WORKING PROPERLY BY MEASURING THE OUTPUT TEMPERATURE OF THE SYSTEMS DURING THE APPROPRIATE CYCLES. IN CASES WHERE THE CONDENSER UNIT OR OUTDOOR HEAT PUMP SECTION CAN ABSOLUTELY ONLY BE INSTALLED AFTER THE TIME OF INSPECTION BY THE RATER, THE RATER IS EXEMPT FROM VERIFYING THE COOLING MODE OR HEATING IF IT IS A HEAT PUMP UNIT. 2.ENERGY RECOVERY DEVICES OR CONTINUOUSLY OPERATING FANS, OTHER THAN BATHROOM OR TOILET ROOM FANS: IT IS IMPORTANT FOR HVAC CONTRACTORS AND ELECTRICIANS TO LOCATE THE OVERRIDE CONTROLS FOR CONTINUOUSLY OPERATING VENTILATION AND EXHAUST FANS IN A LOCATION EASILY ACCESSIBLE TO THE OCCUPANT. IT IS ALSO IMPORTANT TO PROPERLY LABEL THESE CONTROLS. IF CONTROLS ARE NOT PROPERLY LABELED, FANS MAY BE MISTAKENLY TURNED OFF. OVERRIDE CONTROL LOCATION RECOMMENDATIONS: LOCATION OF THE LABELED CONTROL NEAR THE THERMOSTAT CREATES A TYPE OF CONTROL CENTER FOR THE OCCUPANT. THIS ALLOWS ACCESS THE MAJORITY OF THE HVAC SYSTEM CONTROLS IN ONE LOCATION. THIS SETUP IS IDEAL FOR VENTILATION SYSTEMS, SUCH AS ERV'S AND HRV'S THAT MAY BE LOCATED IN INACCESSIBLE PLACES. LOCATING A SWITCH OR SWITCHING BREAKER AT AN ELECTRICAL PANEL WITH A LABEL WOULD BE SUITABLE WHERE THERE ARE MULTIPLE CONTINUOUSLY RUNNING EXHAUST FANS. BATHROOM OR TOILET EXHAUST FANS MAY BE SPECIFIED FOR THIS PROJECT TO HAVE INTERNAL OVERRIDE SYSTEMS, EITHER ON THE ELECTRICAL SWITCH PLATE OR DEFINED IN THE MANUFACTURER'S MANUAL. THESE EXHAUST FANS MEET THE REQUIREMENTS AS LONG AS THE OVERRIDE IS ACCESSIBLE AND THE DOCUMENTATION IS REVIEWED BY THE RATER. THE SWITCHES OR CONTROL DEVICES SHOULD CLEARLY, PERMANENTLY AND PROFESSIONALLY LABELED FOR THE EQUIPMENT SERVED AND THE FUNCTIONS. IF REQUIRED ON PLANS OR ELSEWHERE IN THE SPECIFICATIONS THERE SHALL ALSO BE A PILOT LIGHT TO INDICATE EQUIPMENT IS ENERGIZED. 3.CONTINUOUSLY OPERATING VENTILATION AND EXHAUST FANS MUST INCLUDE READILY ACCESSIBLE OVERRIDE CONTROLS. 4.FUNCTION OF VENTILATION CONTROLS IS OBVIOUS (E.G. BATHROOM EXHAUST FAN) OR, IF NOT, CONTROLS HAVE BEEN LABELED. SECTION 7 -VENTILATION AIR INLETS AND SOURCES THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL CONTAMINATION SOURCE TERMINATIONS AND INSTALL AIR INLETS AT LEAST 10 FT. AWAY FROM ALL CONTAMINATION SOURCE TERMINATIONS AT VERTICAL WALL LOCATIONS AND INSTALL AIR INLETS AT LEAST 3 FT. AWAY FROM DRYER EXHAUSTS AND CONTAMINATION SOURCES EXITING THROUGH THE ROOF UNLESS MORE STRINGENT CRITERIA IS REQUIRED BY CODE OR INDICATED ON THE DESIGN DOCUMENTS. THE CONTRACTOR SHALL INSTALL AIR INLETS AT LEAST 4 FEET ABOVE GRADE OR ROOF DECK FOR THIS PROJECT. THE INLET SHALL HAVE RODENT AND INSECT SCREEN WITH A MAXIMUM OF 0.5" MESH SPACING. SCREENS SHALL BE ACCESSIBLE FOR CLEANING. THE VENTILATION AIR MUST COME DIRECTLY FROM OUTDOORS AND NOT FROM ATTICS, CRAWL SPACES, GARAGES OR OTHER DWELLINGS. DUCTWORK, HOODS, LOUVERS AND GRILLES USED FOR INTAKE SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND BE SIZES THAT MAINTAIN THE PROPER FREE AREA FOR AIRFLOW AND LIMITING MOISTURE, SNOW AND DEBRIS CARRYOVER. ENERGY STAR QUALIFIED HOMES, REQUIREMENTS (CONT.) SECTION 8: LOCAL MECHANICAL EXHAUST 1.THE KITCHEN SHALL HAVE AN EXHAUST SYSTEM THAT EXHAUSTS DIRECTLY TO THE OUTDOORS AND SHALL OPERATE CONTINUOUSLY AT A RATE OF GREATER THAN OR EQUAL TO 5 AIR CHANGES PER HOUR BASED ON KITCHEN VOLUME OR OPERATE INTERMITTENTLY AT A RATE GREATER THAN 100 CFM. FANS THAT ARE USED AT A CONTINUOUS RATE SHALL BE RATED FOR CONTINUOUS USE. RECIRCULATING FANS ARE NOT ACCEPTABLE. 2.KITCHEN VOLUME SHALL BE DETERMINED BY DRAWING THE SMALLEST POSSIBLE RECTANGLE ON THE FLOOR PLAN THAT ENCOMPASSES ALL CABINETS, PANTRIES, ISLANDS, AND PENINSULAS AND MULTIPLYING BY THE AVERAGE CEILING HEIGHT FOR THIS AREA. CABINET VOLUME SHALL BE INCLUDED IN THE KITCHEN VOLUME CALCULATION. 3.EACH BATHROOM SHALL HAVE AN EXHAUST SYSTEM THAT EXHAUSTS DIRECTLY TO THE OUTDOORS AND SHALL OPERATE CONTINUOUSLY AT A RATE OF GREATER THAN OR EQUAL 20 CFM OR OPERATE INTERMITTENTLY AT A RATE GREATER THAN 50 CFM. FANS THAT ARE USED AT A CONTINUOUS RATE SHALL BE RATED FOR CONTINUOUS USE. 4.AN INTERMITTENT EXHAUST SYSTEM, WHERE PROVIDED, SHALL BE DESIGNED TO OPERATE AS NEEDED BY THE OCCUPANT. CONTROL DEVICES SHALL NOT IMPEDE OCCUPANT CONTROL IN INTERMITTENT SYSTEMS. 5.ALL FANS THAT SHARE A COMMON EXHAUST DUCT SHALL BE EQUIPPED WITH A BACK-DRAFT DAMPER. REMOVE ALL PACKING TAPE FROM BACK-DRAFT DAMPERS UPON INSTALLATION. 6.COMMON EXHAUST DUCTS SHALL NOT BE SHARED BY FANS IN SEPARATE DWELLINGS. 7.CLOTHES DRYERS SHALL BE VENTED DIRECTLY TO THE OUTDOORS, EXCEPT FOR VENT-LESS DRYERS EQUIPPED WITH A CONDENSATE DRAIN. VENT CLOTHES DRYERS IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW YORK STATE. 8.DO NOT USE DEVICES THAT REMOVE LINT AND/OR BRING THE HEAT BACK INTO THE SPACE. 9.DO NOT EXHAUST DRYERS WITHIN 10 FEET OF AN AIR COOLED CONDENSING UNIT. 10.ALL EXHAUST FANS SHALL BE DIRECTLY DUCTED TO THE EXTERIOR WITH LITTLE OR NO RESTRICTION. 11.SEAL ALL SEAMS, GAPS, HOLES, AND CONNECTIONS TO THE EXTERIOR OF ALL EXHAUST DUCTS WITH MASTIC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE A PROPER QUALITY INSTALLATION. THE EXHAUST DUCTWORK WILL BE TESTED FOR LEAKS AT THE END OF THE PROJECT AND THE CONTRACTOR IS RESPONSIBLE FOR THE RESULTS OF THE TEST. SECTION 9: VENTILATION AND EXHAUST FAN RATINGS 1.ALL INTERMITTENT SUPPLY AND EXHAUST FANS SHALL BE RATED BY THE MANUFACTURER TO OPERATE AT LESS THAN OR EQUAL TO 3.0 SONES. EXCEPTION: FANS GREATER THAN 400 CFM. 2.ALL CONTINUOUSLY OPERATING SUPPLY AND EXHAUST FANS SHALL BE RATED BY THE MANUFACTURER TO OPERATE AT LESS THAN OR EQUAL TO 1.0 SONES. 3.BATHROOM FANS USED AS PART OF A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE ENERGY STAR QUALIFIED, UNLESS SPECIFIED FLOW RATE IS GREATER THAN 500 CFM. 4.ALL FANS REQUIRED TO BE ENERGY STAR QUALIFIED SHALL HAVE ENERGY STAR LOGO ON THE ASSOCIATED SUBMITTALS. HAND WRITTEN NOTATIONS ARE NOT ACCEPTABLE. 5.ALL FAN SUBMITTALS SHALL INCLUDE MANUFACTURER'S RATED SONES LEVEL AND SCHEDULED PERFORMANCE VALVES. SECTION 10: COMBUSTION APPLIANCES 1.ALL COMBUSTION APPLIANCES SHALL BE MECHANICALLY DRAFTED OR DIRECT VENTED TO THE OUTDOORS. 2.FOR ATMOSPHERICALLY VENTED FIREPLACES, THE TOTAL NET RATED EXHAUST FLOW OF THE LARGEST EXHAUST FAN SHALL BE LESS THAN OR EQUAL TO 15 CFM PER 100 SQUARE FEET OF OCCUPIABLE SPACE. THE NET-EXHAUST FLOW IS DEFINED AS FLOW THROUGH AN EXHAUST SYSTEM MINUS THE COMPENSATING OUTDOOR AIRFLOW THROUGH ANY SUPPLY SYSTEM THAT IS INTERLOCKED WITH THE EXHAUST SYSTEM. 3.THE CONTRACTOR SHALL COORDINATE ALL UNVENTED COMBUSTION APPLIANCES WITH THE ENERGY STAR RATER. THE RATER IS REQUIRED TO PERFORM TESTS AND THE CONTRACTOR SHALL ASSIST AS REQUIRED. SECTION 11: FILTRATION 1.PROVIDE MINIMUM MERV 6 FILTERS IN ALL DUCTED MECHANICAL SYSTEMS. EXHAUST SYSTEMS DUCTED DIRECTLY TO THE OUTSIDE ARE NOT REQUIRED TO BE FILTERED. 2.FILTERS SHALL BE LOCATED SUCH THAT ALL RETURN AIR AND OUTSIDE AIR IS FILTERED UPSTREAM OF THE SUPPLY FAN. 3.LOCATE FILTERS TO FACILITATE ACCESS AND SERVICE. MAINTAIN CLEARANCES FOR FILTER PULL. 4.PROVIDE PRE-FABRICATED FILTER HOUSING WITH GASKETS AND SEALS. HOUSING ACCESS DOOR MUST COMPLETE SEAL TO PREVENT BYPASS. SEAL DUCT CONNECTIONS TO PREVENT AIR LEAKAGE. FILTER HOUSING SHALL BE TRION AIR BEAR SUPREME OR APPROVED EQUAL. APPROVED EQUALS SHALL BE TESTED IN ACCORDANCE WITH ANSI/ASHRAE 52.2-2007 STANDARD TEST PROCEDURES AND BE UL LISTED. CONTRACTOR SHALL SUBMIT FILTERS AND HOUSING FOR REVIEW BY ENGINEER. /// /// /// /// /// /// /// /// /// /// /// /// // Communication Line ////// ////// ////////// ////////# Note : Power wiring, breaker size, and disconnects should follow local code and NEC. Multi-frame outdoor units require a separate power connection for each frame. Refer to the most up-to-date submittal sheets for applicable electrical data. ARUM241BTE5 63.2MCA : 80MOP : 3Phase/208~230V/60HzV,Hz : Combi. : ARUM241BTE5 Additional Refrigerant : 42.43 lbs PRHR023A RLA : 0.06 ARNU183M2A4 (#FCU-12) PREMTBVC0 RLA : 2.30 ARNU243M2A4 (#FCU-10) PREMTBVC0 RLA : 2.30 PRHR023A RLA : 0.06 ARNU183M2A4 (#FCU-09) PREMTBVC0 RLA : 2.30 ARNU183M2A4 (#FCU-11) PREMTBVC0 RLA : 2.30 PRHR043A RLA : 0.06 ARNU073M2A4 (#FCU-01) PREMTBVC0 RLA : 2.30 ARNU123M2A4 (#FCU-02) PREMTBVC0 RLA : 2.30 ARNU073M2A4 (#FCU-03) PREMTBVC0 RLA : 2.30 ARNU423M2A4 (#FCU-05) PREMTBVC0 RLA : 2.30 PRHR043A RLA : 0.06 ARNU243M2A4 (#FCU-06) PREMTBVC0 RLA : 2.30 ARNU183M2A4 (#FCU-04) PREMTBVC0 RLA : 2.30 ARNU183M2A4 (#FCU-07) PREMTBVC0 RLA : 2.30 ARNU543M3A4 (#FCU-08) PREMTBVC0 RLA : 2.50 Total RLA : 28.28 BY EC BY MC (209.41 kBtu/h) (22.21 kBtu/h) (28.20 kBtu/h) (22.21 kBtu/h) (22.21 kBtu/h) (8.78 kBtu/h) (14.05 kBtu/h) (8.78 kBtu/h) (48.55 kBtu/h) (28.20 kBtu/h) (22.21 kBtu/h) (22.21 kBtu/h) (63.42 kBtu/h) (243.78 kBtu/h) (19.12 / 18.00 kBtu/h) (24.22 / 19.40 kBtu/h) (19.12 / 18.00 kBtu/h) (19.12 / 18.00 kBtu/h) (7.51 / 7.40 kBtu/h) (12.31 / 11.80 kBtu/h) (7.51 / 7.40 kBtu/h) (42.04 / 31.10 kBtu/h) (24.22 / 19.40 kBtu/h) (19.12 / 18.00 kBtu/h) (19.12 / 18.00 kBtu/h) (54.06 / 42.10 kBtu/h) ARUM241BTE5 Additional Refrigerant : 42.43 lbs ARBLB071215/8:1+1/8:1+3/8 12.0 ft(4) ARBLB033213/8:3/4:7/8 5.0 ft(4) PRHR023A3/8:1/2:5/8 5.0 ft(4)2 1 ARNU183M2A4 #FCU-121/4:1/2 70.0 ft(3) T ARNU243M2A4 #FCU-103/8:5/8 82.0 ft(3) T PRHR023A3/8:1/2:5/8 41.0 ft(4)2 1 ARNU183M2A4 #FCU-091/4:1/2 70.0 ft(3) T ARNU183M2A4 #FCU-111/4:1/2 82.0 ft(3) T ARBLB071215/8:7/8:1+1/8 44.0 ft(4) PRHR043A3/8:5/8:3/4 5.0 ft(4)4 1 ARNU073M2A4 #FCU-011/4:1/2 20.0 ft(3) T ARNU123M2A4 #FCU-021/4:1/2 40.0 ft(3) T ARNU073M2A4 #FCU-031/4:1/2 27.0 ft(3) T ARNU423M2A4 #FCU-053/8:5/8 62.0 ft(3) T PRHR043A3/8:3/4:7/8 5.0 ft(4)4 1 ARNU243M2A4 #FCU-063/8:5/8 75.0 ft(3) T ARNU183M2A4 #FCU-041/4:1/2 68.0 ft(3) T ARNU183M2A4 #FCU-071/4:1/2 80.0 ft(3) T ARNU543M3A4 #FCU-083/8:5/8 75.0 ft(3) T (BCC-4) (BCC-3) (BCC-2) (BCC-1) (ODU-1) (ODU-1) BCC-3 (3RD FLOOR) BCC-4 (5TH FLOOR) BCC-2 BCC-1 VRF SYSTEM PIPING DIAGRAM VRF SYSTEM WIRING DIAGRAM plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h701HVAC VRF SYSTEM DIAGRAMS LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 DUCTWORK PER PLANS FLEXIBLE CONNECTION FAN FACTORY SUPPLIED ADJUSTABLE BRACKET ISOLATOR ROD NUT AND LOCKNUT 3/8" DIAMETER (UNLESS OTHERWISE RECOMMENDED TO MATCH FAN) ALL THREADED STEEL RODS SUPPORT FROM BUILDING STRUCTURE LENGTH OF RODS TO SUIT SPACE AVAILABLE VIBRATION ISOLATORVIBRATION ISOLATOR 1 NO SCALE TYPICAL CEILING FAN DETAIL CEILING BY OTHERS DECORATIVE CEILING GRILLE, SECURE GRILLE TO FAN PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEAL ANNULAR SPACE AROUND FAN AND CEILING AIRTIGHT 6 NO SCALE SUPPLY BRANCH TAKEOFF MAIN SUPPLY FLOW 45° LEAD-IN RIGID DUCT TO AIR TERMINAL UNIT.FLOWPLAN VIEW PROVIDE VOLUME DAMPER FOR EACH TERMINAL BRANCH GRILLE CEILING 12" MINIMUM 2 NO SCALE ROUND OR RECTANGULAR AS SPECIFIED ON DRAWINGS PLENUM BOX LENGTH AND WIDTH EQUAL TO DUCT CONNECTION SIZE DUCT-MOUNTED VOLUME DAMPER: ONE PER BRANCH TYPICAL CEILING GRILLE INSTALLATION DETAIL TOP OR SIDE CONNECTION PER FIELD CONDITIONS VD 3 NO SCALE DECK, BEAM, OR JOIST FLEX SHALL BE 4'-0" MAXIMUM WITH (1) 90° BEND TYPICAL DIFFUSER INSTALLATION DETAIL TYPICAL DUCT SUPPORT ATTACHMENT DETAIL 8 NO SCALE NOTES: 1.SIZE AND RATING OF HANGERS AND SUPPORTS SHALL BE PER LATEST "SMACNA" STANDARDS. 2.ATTACH DUCT SUPPORTS DIRECTLY TO BUILDING STRUCTRE. ATTACHMENTS TO OTHER DUCTS OR PIPING IS NOT ACCAPTABE. UNISTRUT THREADED HANGER ROD HANGER STRAP 1" MINIMUM 60" MAX. DUCT DUCT OVER 60" 7 NO SCALE EXHAUST OR RETURN BRANCH DUCTWORK AIR FLOW AIR FLOW MAIN EXHAUST OR RETURN PROVIDE VOLUME DAMPER AT EACH BRANCH DUCT BRANCH DUCT PLAN VIEW W 45° 45° 45° 45° BA 5 NO SCALE VANED ELBOW DETAIL 3" MINIMUM DIM. 2" R 1" R OVER A B C D E 'W' 19" D UNDER 2 14" R 4 14" R 638" 214" 314" 278" 118" 218" RUNNER MINIMUM 24 GA. MINIMUM 24 GA. VANE RUNNER VANES MINIMUM 24 GA. VANE RUNNER ASSEMBLY UP TO 2000 FPM BOLT VANE ASSEMBLY TO ELBOW CHECK VANES WELDED TO RUNNER VANES WELDED TO CHANNEL 18 GA. FORMED CHANNEL FOR HIGH VELOCITY DUCTS VANE RUNNER ASSEMBLY UP TO 2000 FPM BOLT VANE ASSEMBLY TO ELBOW CHECK MINIMUM 24 GA. VANE RUNNER VANES WELDED TO RUNNER 'W'EQUAL VANE RUNNER ASSEMBLY CE D D 'W'EQUAL 3" MINIMUM 9VOLUME DAMPER DETAIL NO SCALE SIDE ELEVATION SECTION 1/8" [6mm] CLEARANCE ALL AROUND INSIDE END BEARING HANDLE WITH LOCKING QUADRANT DAMPER BLADE INSULATION STAND-OFF DUCT INSULATION SEE SPECIFICATION NOTE: 1.DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION. 2.DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI-BLADE DAMPERS & ROUND DAMPERS. 4 NO SCALE CUSTOM FLOW LINEAR SLOT DETAIL ALIGNMENT STRIPS CONCEALED MOUNTING BRACKET HANGER WIRE T-BAR GRID BY OTHERS CEILING TILES BY OTHERS MOUNTING ANGLES BY OTHERS BUTTERFLY TYPE VOLUME DAMPER FIELD FABRICATED PLENUM OPERATOR SCREW VERTICAL DISCHARGE PATTERN STEP PLENUM OUT AS REQUIRED TO ACCOMMODATE INSULATION AND MAINTAIN INSIDE CLEARANCES 1" FIBER FREE INSULATION 4" PROVIDE SHEET METAL TRANSITION PIECE THROUGH DRYER BOX OUTLET, THEN BACK TO 4" DIAMETER DRYER PROVIDE DRYER BOX MODEL 425, AS MANUFACTURED BY IN- O-VATE TECHNOLOGIES, INC. 10 NO SCALE DRYER VENT DETAIL 11FLEXIBLE DUCT CONNECTIONS NO SCALE ROUND FLEXIBLE CONNECTION RECTANGULAR FLEXIBLE CONNECTION FLANGED CONNECTION ON FAN SIDE WASHER 1-1/2" MIN. TO 3" MAX. INSTALLED. 6" NOMINAL WITH MATERIAL TAUT FLEXIBLE MATERIAL AS SPECIFIED 1"x1/8" DRAW BAND 1"x1/8" BAND IRON BOLT ON 4" CENTERS 5/16" [8mm] FLANGE DUCT SHEET METAL SCREWS ON 12" CENTERS RIVET ON 4" CENTERS SHEET METAL AS SPECIFIED FOR DUCTWORK. 1"x1/8" BAND IRON BOLT ON 4" CENTERS 1" FLANGE AND HEM ALTERNATE POSITION OF BOLT 1 1/2" POCKET SLIP SHEET METAL AS SPECIFIED FOR DUCTWORK. 1 1/2" MIN. TO 3" MAX. INSTALLED. 6" NOMINAL WITH MATERIAL TAUT FLANGED CONNECTION ON FAN SIDE WASHER FLEXIBLE MATERIAL AS SPECIFIED 1/2"1/2"1 1/2" DUCT 1. NOTES: LINE ROOF UNDER CURB AND SIDES OF CURB WITH 4" THICK (TWO 2" LAYERS) ACOUSTICAL BOARD. ROOF ROOFTOP UNIT (SEE PLANS FOR LOCATION) FLEX CONNECTION CANT STRIP ROOFING FELT SUPPLY AND RETURN DUCT (SEE PLANS) ACOUSTICAL BOARD OR NON DRYING CAULK AROUND DUCT RIGID INSULATION 2x4 NAILER STRIP COUNTER- FLASHING 18 GAUGE GALVANIZED CURB ROOFING MATERIAL RUBBER AND SHEAR ISOLATORS DUCT INSULATION 12 NO SCALE ROOFTOP UNIT MOUNTING WITH CURB DETAIL 2.COORDINATE WITH GENERAL CONTRACTOR FOR ALL ROOFING WORK INCLUDING, BUT NOT LIMITED TO: PENETRATIONS, STRUCTURAL FRAMING, ROOFING MATERIAL INSTALLATION AND FLASHING plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h702HVAC DETAILSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1 NO SCALE TYPICAL FAN COIL UNIT DETAIL FIELD FABRICATED RETURN PLENUM AND FILTER BOX, PROVIDE MERV 8 FILTERS. PROVIDE SIDE OR BOTTOM ACCESS PANEL FOR FILTER REPLACEMENT MAINTAIN ACCESS CLEARANCES FOR FILTER PULL DRAIN CONNECTION TO INTERNAL CONDENSATE PUMP SUPPORT UNIT FROM STRUCTURE WITH THREADED ROD (TYP.) FLEXIBLE CONNECTION REFRIGERANT CONNECTIONS CONTROL BOX MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FLEX CONNECTION PIPE MOUNTING PEDESTAL DETAIL 2 NO SCALE ROOFING LAG BOLT FLASHING ROOF DECK NOTES: SCREW CLAMP 1. HVAC CONTRACTOR TO CUT BACK INSULATION, PROVIDE FLASHING, SETTING AND SECURING OF CURB. 2. PROVIDE SHIMS WHERE REQUIRED TO LEVEL SUPPORT. 3. LENGTH AND HEIGHT OF SUPPORTS AS REQUIRED FOR A LEVEL INSTALLATION. 4. ALL EXTERIOR SUPPORTS AND ACCESSORIES SHALL BE GALVANIZED. 5. PIPES SHALL BE SUPPORTED MINIMUM 5'-0" ON CENTER. 6. ALL WORK SHALL BE MODIFIED/COORDINATED WITH ACTUAL ROOFING FOR THIS PROJECT. INSULATION BLOCK AND SADDLE PIPE WITH INSULATION C-STRUT CHANNEL KINDORF OR B-LINE SUPPORT BRACKET (WELDED TO CHANNEL) ROOF INSULATION 1. 2. 3. 4. SLIP JOINT (TYP.) FIRE DAMPER, TYPE B OR C NOTES: 3 NO SCALE FIRE DAMPER INSTALLATION DETAIL CONTINUOUS ANGLE 1-1/2" x 1-1/2" 12 GA. (UP TO 48" WIDE DUCT), 2"x2", 12 GA. (49" AND LARGER), FASTEN TO SLEEVE ONLY FIRE RATED CONSTRUCTION DO NOT BOLT ANGLE TO WALL ROUND/FLAT OVAL OR RECTANGULAR DUCT HORIZONTAL AND 80% FREE AREA DAMPER INSTALLATION SIMILAR. FOR DOUBLE WALL DUCT, USE INSULATION END CAP AND INSULATE SLEEVE. WHERE REQUIRED, 1 1/2 HOUR DAMPER FOR ONE-AND TWO-HOUR WALLS. REFER TO ARCHTECTURAL DRAWINGS FOR WALL RATINGS. STATIC TYPE DAMPER FOR SYSTEMS WITH INTEGRATED FAN SHUTDOWN UPON DETECTION OF SMOKE. DYNAMIC TYPE DAMPER FOR SYSTEMS WITHOUT FAN SHUTDOWN. ACCESS DOOR: MINIMUM SIZE 16" x 12". IF DUCT IS LESS THAN 14" WIDE, PROVIDE 24" LONG REMOVABLE DUCT SECTION, FLANGED, GASKETED AND SECURED WITH WING NUTS IN LIEU OF DOOR 14 GAUGE SLEEVE THROUGH WALL 6" LONGER THAN THICKNESS OF WALL DAMPER SIZE TO MATCH DUCT SIZE 5 NO SCALE PIPE CURB ASSEMBLY DETAIL MEMBRANE CURB CAP METAL DECK FLASHING INSULATION BALLAST ROOF DECK HVAC CONTRACTOR TO CUT BACK INSULATION, PROVIDE ROOF OPENING, FRAMING, FLASHING, SETTING AND SECURING OF CURB. ROOF INSULATION CAULK AND SEAL WEATHERTIGHT PIPE PORTAL-VARIES ACCORDING TO NUMBER OF AND SIZE OF PIPES. STAINLESS STEEL CLAMP FOR EACH PIPE OR CONDUIT OPENING. ROOFING NOTE: 4 NO SCALE VRP UNIT INSTALLATION DETAIL RETURN AIR SUPPLY AIR DUCT VRP FLEX CONNECTIONS OUTDOOR AIR CONDENSER EXHAUST AIR LOUVER COORDINATE STAND HEIGHT WITH ARCHITECTURAL DRAWINGS SUCH THAT LOUVER IS AT ELEVATION INDICATED REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL SECTIONS 1. CAULK, SPRAY FOAM, AND PROVIDE ALUMINUM FOIL DUCT TAPE AS NECESSARY TO PASS ROOM AND BLOWER DOOR TESTING. 2. THE CONTRACTOR SHALL READ AND UNDERSTAND MANUFACTURER’S INSTALLATION INSTRUCTIONS. THIS DETAIL IS A GRAPHICAL REPRESENTATION OF A GENERIC UNIT INSTALLATION. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A FULLY FUNCTIONAL INSTALLATION PER THE MANUFACTURER’S INSTRUCTIONS. NOTES PROVIDE MERV 8 PLEATED FILTER, RACK AND ACCESS DOOR PROVIDE PAINTED ANGLE MOUNTING FLANGE FOR FULL PERIMETER OF OPENING. SEAL FLANGE TO WALL WITH BEAD OF SILICON CAULK. 6 NO SCALE TYPICAL WALL CAP INSTALLATION DETAIL TYPICAL EXTERIOR WALL BY OTHERS CAULK AND SEAL PENETRATION WEATHERTIGHT TYPICAL EXTERIOR HOODED, ALUMINUM, WALL CAP. CAP SHALL BE PROVIDED AS AN ACCESSORY TO THE ASSOCIATED FAN. COORDINATE CAP COLOR AND FINISH WITH ARCHITECT. ARCHITECT SHALL SELECT AND APPROVE FINAL FINISH AND COLOR SELECTION. COORDINTAE WALL FINISH FLASHING WITH GENERAL CONTRACTOR DUCTWORK PER PLANS COORDINATE WALL PENETRACTION WITH GENERAL CONTRACTOR PROVIDE WALL CAP WITH BACKDRAFT DAMPER AND BIRD SCREEN.1. 2. SLIP JOINT (TYP.) NOTES: 7 NO SCALE CONTINUOUS ANGLE 1-1/2" x 1-1/2", 12 GA. (UP TO 48" WIDE DUCT), 2x2, 12 GA. (49" AND LARGER), FASTEN TO SLEEVE ONLY DO NOT BOLT ANGLE TO WALL FIRE RATED CONSTRUCTION 14 GAUGE SLEEVE THROUGH WALL 12" LONGER THAN THICKNESS OF WALL ROUND/FLAT OVAL OR RECTANGULAR DUCT ACCESS DOOR: MINIMUM SIZE 16" x 12". IF DUCT IS LESS THAN 14" WIDE, PROVIDE 24" LONG REMOVABLE DUCT SECTION, FLANGED, GASKETED AND SECURED WITH WING NUTS IN LIEU OF DOOR SMOKE DAMPER FIRE DAMPER HORIZONTAL DAMPER AND 80% FREE AREA INSTALLATION SIMILAR. FOR DOUBLE WALL DUCT, USE INSULATION END CAP AND INSULATE SLEEVE. FIRE DAMPER/SMOKE DAMPER DETAIL 8 NO SCALE CEILING RADIATION DAMPER DETAIL RATED CEILING ASSEMBLY ROUND DUCT STEEL BLADES WITH FUSIBLE LINK DAMPER FRAME CONNECTION TO ROUND DUCT plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 h703HVAC DETAILSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 SYMBOL DESCRIPTION ABBREVIATIONS AND TAGSLINETYPE LEGEND SYMBOL DESCRIPTION MV MIXING VALVE PD PUMP DISCHARGE ESS EMERGENCY SAFETY SHOWER BACKFLOW PREVENTERBFP RPZ REDUCED PRESSURE ZONE FDC FIRE DEPARTMENT CONNECTION FIRE PROTECTION CONTRACTORFPC VTR VENT THROUGH ROOF AFF ABOVE FINISHED FLOOR FS FLOOR SINK WPCO WALL PLATE CLEANOUT WMF WASHING MACHINE FITTING TF TRUCK FILL HR HOSE REEL ERL EXISTING TO RELOCATE EXISTING TO REMAINETR PLUMBING CONTRACTORPC (E)EXISTING EC ELECTRICAL CONTRACTOR GC GENERAL CONTRACTOR NC NORMALLY CLOSED NO NORMALLY OPEN MC MECHANICAL CONTRACTOR NTS NOT TO SCALE POINT OF CONNECTION POINT OF DISCONNECTION REMOVAL KEYNOTE INSTALLATION KEYNOTE EEW EMERGENCY EYEWASH STATION WH WALL HYDRANT HB HOSE BIBB BT BATHTUB EWC ELECTRIC WATER COOLER FD FLOOR DRAIN DCDA DOUBLE CHECK DETECTOR ASB LAV LAVATORY MSS MOP SERVICE SINK PUMPP SHR SHOWER SK SINK UR URINAL WC WATER CLOSET COLD WATER PIPING (C) PIPING SYMBOLS SYMBOL DESCRIPTION * NOTE : THIS IS A STANDARD SYMBOLS LIST AND ALL ITEMS SHOWN MAY NOT BE USED. RPDA REDUCED PRESSURE DETECTOR ASB DCVA DOUBLE CHECK VALVE ASB DPCO DECK PLATE CLEANOUT CO CLEANOUT DWH DOMESTIC WATER HEATER COTG CLEANOUT TO GRADE HOT WATER RECIRCULATION PIPING -140° (HWR 140) HOT WATER PIPING -140° (HWS 140) SANITARY OR WASTE PIPING (SAN OR W) HOT WATER PIPING (H) HW RECIRCULATION PIPING (HWR) STORM PIPING (ST) IW INDIRECT WASTE PIPING (IW) DIRECTION OF FLOW EXISTING PIPING PIPING TO BE REMOVED 140 140 W WATER MAIN (EXTERIOR) TW TEMPERED WATER PIPING (TW) VENT PIPING (V) DECK PLATE CLEANOUT (DPCO) RUNNING TRAP ROOF DRAIN (RD) SHOWER HEAD WH WALL HYDRANT SA-_SHOCK ABSORBER (SA) ROLL DOWN NEEDLE VALVE BUTTERFLY VALVE PLUG VALVE RELIEF VALVE REGULATOR ANGLE VALVE BALANCE VALVE DROP CONNECTION STRAINER CLEANOUT (CO) CAP OR PLUG UNION P-TRAP THERMOMETER PRESSURE GAGE AQUASTAT HB HOSE BIBB FIRE HYDRANT SHUT OFF VALVE CHECK VALVE PRESSURE REGULATING VALVE TS VALVE WITH TAMPER SWITCH FS FLOW SWITCH ELBOW UP, ELBOW DOWN FLOOR DRAIN (FD) PUMP MANUAL AIR VENT TEE -BOTTOM CONNECTION TEE -TOP CONNECTION SPOOL PIECE REDUCER GATE VALVE GLOBE VALVE PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE FLEXIBLE CONNECTION MV FC TEMPERATURE SWITCHTS PRESSURE SWITCHPS AUTOMATIC AIR VENTAV NO.PDI SYMBOL SHOCK ABSORBER SCHEDULE SIZE IN INCHES FIX. UNIT RATING F1"155-330SA-F E1"114-154SA-E D1"61-113SA-D C1"33-60SA-C B1"12-32SA-B A1-11SA-A 3/4" plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p001PLUMBING GENERAL NOTES, LEGENDS, SCHEDULES LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 PLUMBING GENERAL NOTES A PLUMBING CONTRACTOR SHALL REQUEST A COMPLETE SET OF BID DOCUMENTS (DRAWINGS AND SPECIFICATIONS) INCLUDING BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, CIVIL, FIRE PROTECTION, ETC. FOR BIDDING AND COORDINATION PURPOSES. B INCLUDE IN PLUMBING BID ALL LABOR, MATERIALS, TOOLS, PLANT, TRANSPORTATION, EXCAVATION, EQUIPMENT, INSURANCE, TEMPORARY PROTECTION, PERMITS, INSPECTIONS, TAXES AND ALL NECESSARY AND RELATED ITEMS REQUIRED TO PROVIDE COMPLETE AND OPERATIONAL PLUMBING SYSTEMS SHOWN AND DESCRIBED. PROVIDE ALL SCAFFOLDING, RIGGING, HOISTING AND SERVICES NECESSARY FOR ERECTION AND DELIVERY OF EQUIPMENT AND APPARATUS FURNISHED INTO THE PREMISES. THESE ITEMS SHALL BE REMOVED FROM PREMISES WHEN NO LONGER REQUIRED. C REFERENCES TO CODES AND STANDARDS CALLED FOR IN THE CONTRACT DOCUMENTS MEAN THE LATEST EDITION, AMENDMENT AND REVISIONS TO THE CODES AND STANDARDS IN EFFECT ON THE DATE OF THESE CONTRACT DOCUMENTS, UNLESS OTHERWISE NOTED. D THE DRAWINGS ARE DIAGRAMMATIC. DRAWINGS SHOW APPROXIMATE LOCATIONS OF EQUIPMENT, AND FIXTURES. COORDINATE ALL PLUMBING AND SYSTEMS, EQUIPMENT, AND MATERIALS INSTALLATION WITH ALL OTHER BUILDING COMPONENTS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES IN OPENINGS AND LOCATIONS NECESSITATED BY THE EQUIPMENT INSTALLED. THE ARCHITECTURAL DRAWINGS SHALL INDICATE THE PLACEMENT OF ALL WALL AND CEILING MOUNTED PLUMBING EQUIPMENT AND DEVICES IN ALL ROOMS WITH THE EXCEPTION OF MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS. EXACT LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER AND OWNER'S REPRESENTATIVE. E DUE TO SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, CHANGES IN ELEVATION, ETC. VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE EQUIPMENT BEING CONNECTED. VERIFY EXACT LOCATION AND ELEVATIONS AT WORK SITE PRIOR TO ANY ROUGH IN WORK. DO NOT SCALE PLANS. IF FIELD CONDITIONS, DETAILS, CHANGES IN EQUIPMENT OR SUBMITTAL INFORMATION REQUIRE A SIGNIFICANT CHANGE TO THE ORIGINAL DOCUMENTS, CONTACT THE ENGINEER AND OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING. COORDINATE WORK WITH OTHER TRADES AND DETERMINE EXACT ROUTING OF ALL DUCT, PIPE, CONDUIT, ETC., BEFORE FABRICATION AND INSTALLATION. ARRANGE FOR ALL CHASES, SLOTS AND OPENINGS IN OTHER BUILDING COMPONENTS THAT ARE NOT INDICATED ON DRAWINGS, TO ALLOW FOR PLUMBING INSTALLATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS. VERIFY WITH ENGINEER AND OWNER'S REPRESENTATIVE EXACT LOCATION OF ALL EQUIPMENT IN FINISHED AREAS, SUCH AS THERMOSTATS, FIXTURE AND SWITCH MOUNTING HEIGHTS, AND EQUIPMENT MOUNTING HEIGHTS. F PROVIDE ALL NECESSARY PIPING, CONNECTIONS, ACCESSORIES, SUPPORTS, HANGERS, ANCHORS, WIRING AND CONTROLS FOR COMPLETE AND FUNCTIONAL INSTALLATION OF ALL THE ITEMS PROVIDED UNDER THIS CONTRACT. G PROVIDE ALL REQUIRED EXCAVATION, BACKFILL AND COMPACTION FOR UNDERGROUND AND UNDERSLAB WORK. H SLEEVE ALL PENETRATIONS THROUGH OUTSIDE OR FOUNDATION WALLS WATERTIGHT. I UNLESS OTHERWISE NOTED, PITCH ALL SANITARY PIPING AT 1/4” PER FOOT. J FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. REFER TO ARCHITECTRUAL DRAWINGS FOR LOCATIONS AND RATING OF ALL FIRE RATED ASSEMBLIES. K CEILING HEIGHTS WILL NOT BE ADJUSTED DUE TO LACK OF COORDINATION BETWEEN TRADES PRIOR TO INSTALLATION. L FIELD VERIFY EXACT LOCATION, COMPOSITION AND CONDITION OF ALL SITE PIPING, VALVES AND SYSTEMS AS REQUIRED FOR WORK OF THE CONTRACT. M ALL WATER CLOSETS SUPPLY LINES TO BE ROUGHED AT 8" A.F.F. WHERE 6" FLOORING BASE IS USED. WATER CLOSET FLUSH LEVERS SHALL FACE THE OPEN SIDE OF THE ROOM AT ALL LOCATIONS. N PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED ON THIS DRAWING. PLUMBING FIXTURE SCHEDULE TAG ITEM WASTE VENT CW HW FITTINGS/ACCESSORIES ITEM DESCRIPTION MANUFACTURER & MODEL # WC-A WATER CLOSET FLOOR MOUNT 3" 2" 1" NA CHURCH 380 SLOWT SEAT FLOOR MOUNT TANK TOILET FIXTURE, VITREOUS CHINA; 1.28 GPM AMERICAN STANDARD CADET - 215AA.104 LAV-A LAV - FAUCET 1 1/2" 1 1/2" 1/2" 1/2" MOEN L64621 ADA COMPLIANT; 1.5 GPM INTEGRAL SINK BY OTHERS LAV-B LAV - WALL-HUNG - PUBLIC TOILET 1 1/2" 1 1/2" 1/2" 1/2" MOEN 8884 SINGLE-HANDLE ADA METERING FAUCET WALL HUNG; VITREOUS CHINA; ADA COMPLIANT; 0.5 GPM AMERICAN STANDARD LUCERNE - 0356.421 SK-A SINK - KITCHEN RESIDENT UNIT 1 1/2" 1 1/2" 1/2" 1/2" MOEN 67430 22 GA; 300 SERIES; NICKEL-BEARING STAINLESS STEEL; 4" CENTERS; TOP MOUNT; 2.2 GPM DAYTON - D12522 SK-B SINK - KITCHEN RESIDENT ADA UNIT 1 1/2" 1 1/2" 1/2" 1/2" MOEN 67430 22 GA; 300 SERIES; NICKEL-BEARING STAINLESS STEEL; 4" CENTERS; TOP MOUNT; 2.2 GPM DAYTON - D12522 SK-C LAUNDRY/UTILITY TUBS 1 1/2" 1 1/2" 1/2" 1/2" CENTRAL BRASS COMPANAY 0094-H FLOOR MOUNT,MUSTEE MODEL - 18F SHR-A SHOWER 1 1/2" 1 1/2" 1/2" 1/2" MOEN 8342EP15 U-GRAB BAR; SOAP DISH; BRASS DRAIN; CR-59 1/4" CURTAIN ROD, CURTAIN; COLLAPSIBLE THERSHOLD KIT 2.5A.; 1.5 GPM. CLARION INDEPENDENCE LINE - MP6333UBF34 SHR-B ADA SHOWER 1 1/2" 1 1/2" 1/2" 1/2" MOEN 8342EP15 SDL FOLDING SEAT; U-GRAB BAR; SOAP DISH; BRASS DRAIN; CR-59 1/4" CURTAIN ROD, CURTAIN; COLLAPSIBLE THERSHOLD KIT 2.5A.; 1.5 GPM CLARION INDEPENDENCE LINE - MP6333LBF34; MP6333RBF34 MSS-A MOP SERVICE SINK 2" 2" 1/2" 1/2" CHICAGO MODEL 897-MPRCF MUSTEE MODEL 63M EWC-A ELECTRIC WATER COOLER 1 1/2" 1 1/2" 1/2" NA ADA COMPLIANT; BI-LEVEL FILTERED LZ COOLER ELKAY - LZSTL8WS(VR)K WMB-A WASHING MACHINE OUTLET BOX 1 1/2" 1 1/2" 1/2" 1/2"OATEY - 38982 LI-A LINT INTERCEPTOR 6" 2" NA NA JAY R SMITH - 8910-100 RD-A ROOF DRAIN - PRIMARY SEE PLANS NA NA NA ZURN MODEL Z100-C-EA RD-B ROOF DRAIN - SECONDARY SEE PLANS NA NA NA ZURN DOWNSPOUT COVER Z199-DC ZURN MODEL Z100-C-EA-W3 FD-A FLOOR DRAIN 3" SEE PLANS NA NA JAY R SMITH QUAD CLOSE TRAP SEAL - 2692 JAY R SMITH - 2005C DCPO DECK PLATE CLEANOUT SEE PLANS NA NA NA --JAY R SMITH - 4023 WPCO WALL PLATE CLEANOUT SEE PLANS NA NA NA ZURN MODEL - Z-1441-BP-VP EEW-A WALL MOUNTED 1 1/2" SEE PLANS 1/2" NA POWERS ES15011 MIXING VALVE WALL MOUNTED GUARDIAN - G5026BP PLUMBING HOT WATER RECIRC PUMP SCHEDULE NO LOCATION SERVICE GPM HEAD FT WATER MOTOR PUMP TYPE NOTESHPVOLTPHASERPM HWRP-1 MECH/ELE/RM HWR 30 22 1 208 1 --- IN-LINE BELL & GOSSETT ECOCIRC XL N 65-130 (STAINLESS STEEL BODY) PLUMBING EXPANSION TANK SCHEDULE TAG SERVICE CAPACITY (GAL)DIAMETER (IN)HEIGHT (IN)MANUFACTURER & MODEL #NOTES PET-1 HW 23 15 33 AMTROL ST-42VC-DD PLUMBING GAS WATER HEATER SCHEDULE TAG SERVICE TYPE INPUT (BTUH) RECOVERY (GPH) TEMP RISE (°F)FUEL TYPE CAPACITY (GAL)VENT (IN)MANUFACTURER & MODEL #NOTES HW-1 HW STORAGE 150,000 175 100 NG 250 4 AO SMITH BTHL-150A 1, 2 HW-2 HW STORAGE 150,000 175 100 NG 250 4 AO SMITH BTHL-150A 1, 2 HW-3 HW STORAGE 150,000 175 100 NG 250 4 AO SMITH BTHL-150A 1, 2 PLUMBING SUMP PUMP SCHEDULE TAG LOCATION SERVICE GPM HEAD (FT WATER) MOTOR TYPE MANUFACTURER & MODEL #VOLTAGE SP-1 ELEVATOR PIT SUMP 50 10 115 SUBMERSIBLE LIBERTY #291-2 NOTES: 1. PROVIDE NEUTRALIZATION KIT. 2. WATER HEATER SHALL HAVE ADJUSTABLE TEMPERATURE CONTROLS. NOTES: 1. PROVIDE AQUASTAT PER 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 2. AUTOMATIC TIME SWITHES SHALL BE INSTALLED PER 2015 INTERNATIONAL ENERGY CONSERVATION CODE. WWWWWWDDDDDDp002 2 010 MECHANICAL AND ELECTRICAL 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 010 MECHANICAL AND ELECTRICAL 006A PROGRAM MANAGER'S OFFICE 009 BUILDING MAINTENANCE OFFICE 100C CORRIDOR 3 p002 4 p002 HW-3HW-2HW-1 MASTER MIXING VALVE & EXPANSION TANK 4"C, 3"H, 2" HWR UP IN CHASE FDC SPLASH BLOCK SPLASH BLOCK 6"IW6" 8"IW8" 3 4 5 6 A C A.5 B B.1 PROVIDE CHECK VALVE IN VERTICAL 2"C2" 2"H2" 1"HWR1" GROUND FLOOR 0' -0" T.O GRADE BEAM -2' -0" T.O STRUCTURE (2ND FLOOR) 16' -9 1/2" 5 010 MECHANICAL AND ELECTRICAL 4 p002 FP TO FIRE DEPARTMENT CONNECTION 4" C TO BUILDING 4"C4" 6"C6" 2" STRAINER (TYP) 4" IW 2" WATTS 009-M2-QT-S (TPY) 6" COMBINED SERVICE 6" FP TO RPDA 4" WATER METER 4" BUTTERFLY VALVE (TYP) 6"OS&Y GATE VALVE (W/ TAMPER SWITCH) 5 CHECK VALVE 2' - 8"4" AIR GAP (TPY) 4" IW 4' - 8"GROUND FLOOR 0' -0" T.O GRADE BEAM -2' -0" B.O RATED ASSEMBLY (GROUND FLOOR) 15' -5" A A.5 B B.1 3 p002 4" AIR GAP8" IW 6" COMBINED SERVICE 4' - 0"2' - 5 7/8" 6"OS&Y GATE VALVE (W/ TAMPER SWITCH) 8"IW8" 6"FP6" A A.5 B B.1 6" WATTS 909RPDA/OSY FP TO FIRE DEPARTMENT CONNECTION E.10 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p002RPZ & RPDALAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 3/64" = 1'-0"1 GROUND FLOOR PLAN - PLUMBING RPZ & RPDA GENERAL RPZ INSTALLATION NOTES A BACKFLOW PREVENTER SHALL HAVE NO LESS THAN 30” FRONT CLEARANCE TO ACCESS DEVICE. B BACKFLOW PREVENTER SHALL HAVE NO LESS THAN 8” BETWEEN BACK OF DEVICE AND WALL OR NEAREST OBSTRUCTION. C INSTALLED CENTERLINE OF BACKFLOW PREVENTER SHALL BE NO LESS THAN 30” A.F.F. AND NO GREATER THAN 60” A.F.F. D BACKFLOW PREVENTERS SHALL HAVE NO LESS THAN 18” CLEAR BETWEEN BOTTOM OF RELIEF VALVE AND FLOOR TO PREVENT SUBMERSION AND FACILITATE VALVE SERVICING. E NO LESS THAN 12” SHALL REMAIN CLEAR ABOVE DEVICES TO FACILITATE VALVE SERVICE AND TESTING. F 6” WATER SERVICE SHALL BE TYPE K COPPER PIPING WITH MECHANICAL JOINTS APPROVED FOR WATER SERVICE USE. G COORDINATE ALL WATER SERVICE WORK WITH THE WATER PURVEYOR H SOLDERED JOINTS SHALL NOT BE PERMITTED FROM THE CURB VALUE TO THE INSIDE SHUT-OFF VALVE. I ALL MATERIAL BEFORE THE BACKFLOW PREVENTER SHALL BE BRASS, COPPER, OR CEMENT LINED DUCTILE IRON AND BE MECHANICALLY JOINED. J BACKFLOW PREVENTOR SHALL BE INSTALLED SO ALL TESTING PORTS WILL BE TOP OR FRONT SIDE OF DEVICE. K ALL MATERIAL BEFORE THE BACKFLOW PREVENTER SHALL BE NO LESS THAN 18” A.F.F. AND NO GREATER THAN 40” A.F.F. L ALL EXPOSED PIPING UPSTREAM OF BACKFLOW PREVENTER GREATER THAN 10’ IN LENGTH MUST BE LABELED “FEED LINE TO BACKFLOW PREVENTER – DO NOT TAP” AT 5’ INTERVALS. M PROVIDE INSECT SCREEN ON ALL INDIRECT WASTE (IW) LINES TERMINATED ABOVE GROUND. N THE OWNER SHALL KEEP SIDEWALK CLEAR OF SNOW AND ICE BY SHOVELING OR USE OF THE RADIANT SIDEWALK SNOWMELT SYSTEM. O ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE SIDEWALL USING 1/4” THREADED ROD AND ANCHORS. P THOROUGHLY FLUSH ALL WATER LINES PRIOR TO PUTTING THE DEVICE IN. Q DESIGN BASED ON ASSUMPTION THAT EXISTING SUPPLY FROM STREET IS 6” COPPER OR OTHER APPROVED MATERIAL. R EXTERIOR 6” RPZ INDIRECT WASTE DRAIN MUST BE KEPT FREE OF SNOW AND ICE DURING THE WINTER. S AIR GAP FITTINGS ARE NOT ALLOWED. T VICTAULIC FITTINGS SHALL NOT BE USED UPSTREAM OF THE BACKFLOW PREVENTER. 1/4" = 1'-0"2 ENLARGED RPZ & RPDA ROOM 1/4" = 1'-0"3 RPZ ELEVATION 709 WEST COURT STREET ITHACA, NEW YORK 1/4" = 1'-0"4 RPDA ELEVATION N WWWWWWDDDDDDp101 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 p102 1 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 010 MECHANICAL AND ELECTRICAL 104 (TYPE 2A) 1-BEDROOM APARTMENT 103 (TYPE 2A) 1-BEDROOM APARTMENT 102 (TYPE 2A) 1-BEDROOM APARTMENT 101 (TYPE 1A) 1-BEDROOM APARTMENT 012 COMMUNITY ROOM 100D VESTIBULE 014 STAFF BREAK ROOM 013 COMMUNITY KITCHEN 017 COMMON LAUNDRY 018 CONFERENCE ROOM 100C CORRIDOR 001 VESTIBULE 002 HORIZON WAITING AREA 003 RECEPTION OFFICE 002B HORIZON MED. ROOM 002C PROGRAM MANAGER'S OFFICE 002D DIRECTOR'S OFFICE 004 SHARED COPY / FILES 002A HORIZON PROGRAM002E SUPPORTIVE HOUSING OFFICE006 ELMSHADE OFFICES 007 ELMSHADE MED. ROOM 009 BUILDING MAINTENANCE OFFICE 006A PROGRAM MANAGER'S OFFICE 005 STAFF TOILET 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM 213 (TYPE 2) 1-BEDROOM APARTMENT 211 (TYPE 2) 1-BEDROOM APARTMENT 209 (TYPE 2) 1-BEDROOM APARTMENT 207 (TYPE 2) 1-BEDROOM APARTMENT 205 (TYPE 2) 1-BEDROOM APARTMENT 214 (TYPE 2) 1-BEDROOM APARTMENT 212 (TYPE 2) 1-BEDROOM APARTMENT 210 (TYPE 2) 1-BEDROOM APARTMENT 208 (TYPE 2) 1-BEDROOM APARTMENT 206 (TYPE 2) 1-BEDROOM APARTMENT 204 (TYPE 2) 1-BEDROOM APARTMENT 203 (TYPE 2) 1-BEDROOM APARTMENT 202 (TYPE 4) 1-BEDROOM APARTMENT 201 (TYPE 3) 1-BEDROOM APARTMENT 2 p601SIM 1 p103 SIM GENERAL NOTE: 1: SECOND, THIRD AND FOURTH FLOOR CORRIDORS ARE SIMULAR TO THE FITH FLOOR CORRIDOR. 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM 314 (TYPE 2) 1-BEDROOM APARTMENT 312 (TYPE 2) 1-BEDROOM APARTMENT 310 (TYPE 2) 1-BEDROOM APARTMENT 308 (TYPE 2) 1-BEDROOM APARTMENT 306 (TYPE 2) 1-BEDROOM APARTMENT 304 (TYPE 2) 1-BEDROOM APARTMENT 303 (TYPE 2) 1-BEDROOM APARTMENT 305 (TYPE 1) 1-BEDROOM APARTMENT 307 (TYPE 2) 1-BEDROOM APARTMENT 309 (TYPE 2) 1-BEDROOM APARTMENT311 (TYPE 2) 1-BEDROOM APARTMENT 313 (TYPE 2) 1-BEDROOM APARTMENT 301 (TYPE 3) 1-BEDROOM APARTMENT 302 (TYPE 4) 1-BEDROOM APARTMENT 2 p601SIM 1 p103 SIM GENERAL NOTE: 1: SECOND, THIRD AND FOURTH FLOOR CORRIDORS ARE SIMULAR TO THE FITH FLOOR CORRIDOR. 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIMSIM SIM 414 (TYPE 2) 1-BEDROOM APARTMENT 412 (TYPE 2) 1-BEDROOM APARTMENT 410 (TYPE 2) 1-BEDROOM APARTMENT 408 (TYPE 2) 1-BEDROOM APARTMENT 406 (TYPE 2) 1-BEDROOM APARTMENT 404 (TYPE 2) 1-BEDROOM APARTMENT 403 (TYPE 2) 1-BEDROOM APARTMENT 402 (TYPE 4) 1-BEDROOM APARTMENT 401 (TYPE 3) 1-BEDROOM APARTMENT 2 p601SIM 413 (TYPE 2) 1-BEDROOM APARTMENT 411 (TYPE 2) 1-BEDROOM APARTMENT 409 (TYPE 2) 1-BEDROOM APARTMENT 407 (TYPE 2) 1-BEDROOM APARTMENT 405 (TYPE 2) 1-BEDROOM APARTMENT 1 p103 SIM GENERAL NOTE: 1: SECOND, THIRD AND FOURTH FLOOR CORRIDORS ARE SIMULAR TO THE FITH FLOOR CORRIDOR. 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM SIM p103 1 2 p601SIM 514 (TYPE 2) 1-BEDROOM APARTMENT 513 (TYPE 2) 1-BEDROOM APARTMENT 511 (TYPE 2) 1-BEDROOM APARTMENT 509 (TYPE 2) 1-BEDROOM APARTMENT 507 (TYPE 2) 1-BEDROOM APARTMENT 505 (TYPE 1) 1-BEDROOM APARTMENT 501 (TYPE 3) 1-BEDROOM APARTMENT 502 (TYPE 4) 1-BEDROOM APARTMENT 503 (TYPE 2) 1-BEDROOM APARTMENT 504 (TYPE 2) 1-BEDROOM APARTMENT 506 (TYPE 2) 1-BEDROOM APARTMENT508 (TYPE 2) 1-BEDROOM APARTMENT 510 (TYPE 2) 1-BEDROOM APARTMENT 512 (TYPE 2) 1-BEDROOM APARTMENT plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p1001/16" FLOOR PLANS - PLUMBING LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/16" = 1'-0"1 1/16" FOUNDATION PLAN - PLUMBING 1/16" = 1'-0"2 1/16" GROUND FLOOR PLAN - PLUMBING 1/16" = 1'-0"3 1/16" SECOND FLOOR PLAN - PLUMBING 1/16" = 1'-0"4 1/16" THIRD FLOOR PLAN - PLUMBING 1/16" = 1'-0"5 1/16" FOURTH FLOOR PLAN - PLUMBING 1/16" = 1'-0"6 1/16" FIFTH FLOOR PLAN - PLUMBING N N N NN N N 1 15 5 11 7 5 8 15 3 333 3 44 4 4 7 6 7 5 7 55 5 13 97 9 10 10 10 3"SAN3" 3"SAN3" 3"SAN3" 3 7 12 12 4"SAN4" 4"SAN4" 6"SAN6" 6"SAN6" 6"SAN6" 10 4"SAN4" LI-A 3"SAN3" 3"SAN3"4"SAN4" 6"SAN6" 6"SAN6"6"SAN6" 3"SAN3" 7 7 7 7 4"SAN4" 3"SAN3"3"SAN3"4"SAN4" 4"SAN4" 4"SAN4" 2"SAN2"2"SAN2" 4"SAN4" 7 7 7 11 9 11 9 11 9 6" COMBINED SERVICE 6"SAN6" 7 3"SAN3"4"SAN4"3"SAN3" 3"SAN3" 3"SAN3" 3"SAN3" 3"SAN3"6"SAN6" 3"SAN3" 4"SAN4" 4"SAN4" 3"SAN3" 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 3"SAN3" 7 3"SAN3"3"SAN3" 3"SAN3" 3 14 6"SAN6" 4"SAN4" 2"SAN2" 3"SAN3" 4"ST4" 4"ST4" 3"SAN3" 1616 1515 6"ST6" 4"ST4" 4"ST4"4"ST4" 6"ST6" 7 12 12 712 7 15 12 7717 10 10 7 17 7 17 17 3"SAN3" 6"SAN6"3"SAN3" 4"ST4" 7 10 18 7 ELEVATOR PIT 19 SAN INVERT -2'-0" SAN INVERT: -3'-0" STORM INVERT: -3-7" SAN INVERT: -4'-2.816" STORM INVERT: -3-4.700" SAN INVERT: -5'-4.286" STORM INVERT: -2-3.625" SAN INVERT: -5'-8.078" STORM INVERT: -2-2.156" 4"ST4" 4"ST4" 4"ST4" 6"ST6" 10 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p101FOUNDATION PLAN - PLUMBING LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 FOUNDATION PLAN - PLUMBING N p101 DRAWING NOTES 1 PROVIDE 1 1/2" SAN DOWN. 3 PROVIDE 2” SAN WITH P-TRAP UP TO FD-A ABOVE. ROUTE 2” SAN TO 4” SAN/VENT STACK LOCATED IN CHASE WALL BEHIND LAV-A. 4 PROVIDE 2” SAN WITH P-TRAP UP TO SHR-A ABOVE. ROUTE 2” SAN TO 4” SAN/VENT STACK LOCATED IN CHASE WALL BEHIND LAV-A. 5 PROVIDE 4" SAN DOWN. 6 PROVIDE 1 1/2" SAN UP TO SK-B 7 PROVIDE 3" SAN/VENT DOWN. 8 PROVIDE 2" SAN UP TO BACK TO BACK LAV-B'S. 9 PROVIDE 2” SAN UP TO FD-A. 10 UP TO DPCO. DPCO SIZE SHALL MATCH CONNECTED PIPE SIZE. 11 PROVIDE 1 1/2" V UP. 12 PROVIDE 3" SAN UP TO WC-A. 13 PROVIDE 6" SAN DOWN. 14 PROVIDE 4" SAN DOWN FROM LAUNDRY ROOM. 15 PROVIDE 4" STORM UP. 16 PROVIDE 4" SAN/VENT FROM FLOORS ABOVE. 17 PROVIDE 2” SAN UP TO SK-A 18 PROVIDE 3" V UP. 19 PROVIDE 3” SAN FROM ELEVATOR PIT SUMP PUMP. WWWWWWDDDDDD010 MECHANICAL AND ELECTRICAL 006A PROGRAM MANAGER'S OFFICE 009 BUILDING MAINTENANCE OFFICE 006 ELMSHADE OFFICES 007 ELMSHADE MED. ROOM 005 STAFF TOILET 004 SHARED COPY / FILES 002E SUPPORTIVE HOUSING OFFICE 002A HORIZON PROGRAM 100C CORRIDOR 002D DIRECTOR'S OFFICE 002C PROGRAM MANAGER'S OFFICE 002B HORIZON MED. ROOM 002 HORIZON WAITING AREA 003 RECEPTION OFFICE 018 CONFERENCE ROOM 011 TRASH / RECYCLE 100D VESTIBULE 012 COMMUNITY ROOM 013 COMMUNITY KITCHEN 017 COMMON LAUNDRY 016 MEN'S TOILET 015 WOMEN'S TOILET 001 VESTIBULE SK-A WC-A SHR-A LAV-A FD-A p601 2 p601 3 p601 1 4 p601 CO FD-A FD-A FD-A LAV-A FD-A 103 (TYPE 2A) 1-BEDROOM APARTMENT104 (TYPE 2A) 1-BEDROOM APARTMENT DPCODPCO WC-A 12 SK-B SK-B SHR-A 2 CO CO CO 4"ST4" 3"SAN3" 3"SAN3" 2"SAN2"2"SAN2" 3"SAN3" 2"SAN2" 2"SAN2" 3"SAN3" 2"SAN2" 2"SAN2" 4"SAN4" 2"SAN2" 2"SAN2" 2"SAN2"2"SAN2" 1"C1" 1/2"H1/2" 1/2"HWR1/2" 3"SAN3" 3"SAN3" 4 4 4 6 7 89 15 1 1/2"V1 1/2" 1112 FD-A 12 12 9 13 014 STAFF BREAK ROOM A01 STAIR A E01 ELEVATOR 101 (TYPE 1A) 1-BEDROOM APARTMENT 102 (TYPE 2A) 1-BEDROOM APARTMENT 18 6 7 66666 6 6 6 6 6 6 6 77777 7 777 7 8 11 10 SK-B 11 9 12 11 9 9 9 7 884"SAN4"2"SAN2" 2"SAN2" 2"SAN2" 3"SAN3" 12 12 16 8 8 4"SAN4" 2"SAN2" 2"SAN2" 6"SAN6" DPCO 19 14 11 FD-A 17 17 17 1717 2"C2" 2"H2" 1"HWR1" 3"SAN3" 22 FD-A FD-A FD-A 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 12 17 12 17 12 17 12 17 1212121721 3"SAN3" 9 21 21 12 HW-1 HW-2 HW-3 2121 12 17 20 20 21 20 21 20 3"SAN3" 3"SAN3" 4 4 4 SK-A SK-A SK-A LAV-B LAV-B FD-A 14 14 14 14 14 CO2"SAN2" 3"SAN3"3"SAN3"2"SAN2" CO 2"SAN2"11 22 22 22 22 23 14 14 3"SAN3" 3"SAN3" FD-A FD-A DPCO 1/2"HWR1/2"1"H1" 2"C2" 8 8 12 11 3"SAN3" 12 1/2"C1/2"1/2"H1/2" 1/2"HWR1/2" CO CO 24 1 1/2"C1 1/2" 3/4"H3/4"WC-A SHR-A LAV-A FD-A FD-A LAV-A WC-A SHR-A 1 1/2"IW1 1/2" DPCO 2 p601 SIM. 2 p601 SIM. 25 25 2525 25 25 LAV-A WC-A FD-A EWC-A 26 11 4"ST4" FD-A plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p102GROUND FLOOR PLAN - PLUMBING LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 GROUND FLOOR PLAN - PLUMBING p102 DRAWING NOTES 20 PROVIDE 1 1/2" V DOWN TO SK-A. OFFSET 1 1/2" V AROUND STEEL AND BACK. 1 1/2" SAN UP FROM BELOW. 21 PROVIDE 3" SAN FROM FLOORS ABOVE. OFFSET AROUND STEEL IN CEILING SPACE THEN OFFSET BACK DOWN WALL. 22 PROVIDE 2” V UP. 23 PROVIDE 3” V UP. 24 PROVIDE 1 1/2" IW TO HVAC EQUIPMENT. COORDINATE FINAL LOCATION WITH HVAC CONTRACTOR. RUN IW TO FD-A LOCATED BEHIND HOT WATER HEATERS. 25 CONNECT 1/2" C TO PEX MANIFOLD TO SERVE NON-FREEZE WALL HYDRANY. COORDINATE FINAL MOUNTING HIGHT OF WALL HYDRANT WITH ARCHITECT AND OWNERS REPRESENTATIVE. 26 PROVIDE 3/4" C, 1 1/2" V UP, CONNECT THE 2” SAN FROM EWC-A TO THE 3” SAN DROP DOWN WALL BEHIND EWC-A. p102 DRAWING NOTES 1 PROVIDE 1” C, 1 1/2" V DOWN TO WC-A. PROVIDE 1/2" H&C, 1 1/2" V DOWN TO LAV-A. PROVIDE 1/2" HWR DOWN WALL TO WITHIN 18” OF 1/2" H PENETRATION OF WALL AND CONNECT TO HOT WATER SUPPLY IN ORDER TO COMPLY WITH 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 2 PROVIDE 1/2" H&C, 1 1/2" V DOWN TO SK-B. 4 PROVIDE 4" STORM DOWN FROM FLOORS ABOVE. 6 PROVIDE 2” SAN WITH P-TRAP UP TO FD-A ABOVE. ROUTE 2” SAN TO 4” SAN/VENT STACK LOCATED IN CHASE WALL BEHIND LAV-A. 7 PROVIDE 2” SAN WITH P-TRAP UP TO SHR-A ABOVE. ROUTE 2” SAN TO 4” SAN/VENT STACK LOCATED IN CHASE WALL BEHIND LAV-A. 8 PROVIDE 4" SAN FROM FLOORS ABOVE. 9 PROVIDE 4" SAN DOWN. 10 PROVIDE 1/2" H&C, 1 1/2" V DOWN TO SK-A. 11 PROVIDE 3" SAN DOWN. 12 PROVIDE 3" SAN FROM FLOORS ABOVE. 13 PROVIDE 1” C DOWN TO WC-A. PROVIDE 1/2” H & C DOWN TO LAV-B. PROVIDE 1/2" HWR DOWN WALL TO WITHIN 18” OF 1/2” H PENETRATION OF WALL AND CONNECT TO HOT WATER SUPPLY IN ORDER TO COMPLY WITH 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 14 PROVIDE 2” SAN UP TO FD-A ABOVE. ROUTE 2” SAN TO 3” SAN/VENT STACK LOCATED IN WALL. 15 PROVIDE 1 1/2" V UP. 16 PROVIDE 3" SAN FROM FLOORS ABOVE. 17 PROVIDE 3" SAN UP TO WC-A. 18 PROVIDE 4" STORM DOWN. 19 PROVIDE 6" SAN DOWN. N CO WC-A SHR-A FD-A LAV-A SK-A 2 1 21 2 1 21 7 2 1 7 5 6 4"V4" 3"V3" 1 1/2"V1 1/2" 4"V4" 3"V3" 4"ST (OVERFLOW)4" 3"V3" 3"V3" 3"V3" 7 777 7 3"V3" 3"V3"3"V3"3"V3"3"V3"3"V3"3"V3"2"V2" 4"ST4" 4"ST (OVERFLOW)4" 4"ST (OVERFLOW)4"4"ST (OVERFLOW)4" 2 1/2"H2 1/2"7 8 3"V3"3"V3" 3"V3" 3"V3" 4"V4" FD-A 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p601 2 p6012 p601 2 p601 2 p601 2 p601 9 1 1/4"C1 1/4" 1"H1" 3/4"HWR3/4" 1"HWR1" 2 1/2"H2 1/2" 2 1/2"C2 1/2" 1 1/2"H1 1/2"3/4"HWR3/4"2"C2" 7 10 4"V4" 3"V3"3"V3" 3"V3"4"V4" 3"V3" 3"V3" 3"V3" 3"V3" 3"V3" 3"V3" 3"V3"3"V3"3"V3" 3"V3" 3"V3" 2 1/2"G2 1/2" SIM.SIM.SIM.SIM.SIM. SIM. SIM.SIM.SIM. SIM. SIM. SIM. SIM. 11 GENERAL NOTE: 1: SECOND, THIRD AND FOURTH FLOOR CORRIDORS ARE SIMULAR TO THE FITH FLOOR CORRIDOR. 500A RECEPTION LOUNGE 500 CORRIDOR 12 MSS-A plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p103FIFTH FLOOR PLAN - PLUMBING LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 FIFTH FLOOR PLAN - PLUMBING N p103 DRAWING NOTES 1 PROVIDE 4” STORM UP TO RD-A. 2 PROVIDE 4” STORM (OVERFLOW) UP TO RD-B. TERMINATE WITH DOWNSPOUT WITH HINGED COVER. 5 PROVIDE 3" V UP FROM LI-A ON GROUND FLOOR LAUNDRY. 6 PROVIDE 1 1/2" V UP FROM SK-B LOCATED ON GROUND FLOOR IN COMMUNITY KITCHEN 013. 7 PROVIDE 4” V, 4" VTR. 8 ROUTE THE (3) 4” GAS-FIRED WATER HEATERS INTAKE AND EXHAUST DUCTS UP THE CHASE THROUGH ROOF. 9 PROVIDE 4” STORM DOWN. 10 ROUTE 2 1/2" GAS UP TO GENERATOR AND 2" GAS UP TO DOAS UNIT ON ROOF. 11 PROVIDE 1 1/2" V UP FROM EWC-A ON GROUND FLOOR. 12 PROVIDE 1/2" HOT AND COLD WATER AND 2” SAN TO MSS-A. CONNECT 2” SAN TO 3” SAN/V RISER IN WALL AS INDICATED. # M NATURAL GAS GENERATOR RD-B RD-A RD-B RD-A RD-A RD-B RD-A RD-B RD-B RD-A 4" VTR 4" VTR DOAS-1 ODU-1 1 2 5 3 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 4 2 1/2"G2 1/2" 2 1/2"G2 1/2" 2 1/2"G2 1/2"4" VTR 4" VTR 4" VTR 4" VTR 4" VTR 2"G2" 2"G2" 2 1/2"G2 1/2" 4" VTR E.10 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p104ROOF PLAN - PLUMBINGLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 ROOF PLAN - PLUMBING N p104 DRAWING NOTES 1 PROVIDE 2" G TO GAS-FIRED DOAS-1. PROVIDE FULL PORT BALL VALVE AND 6” DIRT LEG. 2 PROVIDE 2 1/2" G TO GAS-FIRED GENERATOR. PROVIDE FULL PORT BALL VALVE AND 6” DIRT LEG. 3 PROVIDE 2 1/2" G UP (ELEVATED PRESSURE). 4 PROVIDE 2" G UP. 5 TERMINATE (3) 4” GAS-FIRED WATER HEATER INTAKE AND EXHAUST PER MANUFACTURER’S INSTALLATION INSTRUCTIONS. VENTS SHALL BE PAINTED TO MATCH ROOFING COLOR. COORDINATE COLOR WITH ARCHITECT. WWWWWWDDDDDD017 COMMON LAUNDRY FD-A FD-A 7 LI-ASK-C WMB-A WMB-A WMB-A WMB-A WMB-A WMB-A 16 D E F 15.6 1/2"H1/2" 1/2"C1/2" 1 1/2"C1 1/2" 3/4"H3/4" 8 9 9 3/4"H3/4" 1 1/2"C1 1/2" PEX MANIFOLD 10 11 11 12 13 WC-A SHR-A LAV-A LAV-A SHR-A WC-A FD-AFD-A PEX MANIFOLD10 SK-A 11 SK-A 13 11 12 DPCODPCO 14 HVAC EQUIPMENT FD-A 2 3 4 5 6 7 D E F 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1/2"C1/2" 1/2"H1/2" 1/2"H1/2" 1"C1" 1/2"H1/2" 1/2"C1/2" 1/2"C1/2" 1/2"C1/2"1"C1" 1/2"H1/2" 1/2"H1/2" 21 21 16 16 14 HVAC EQUIPMENT FD-A 1/2"C1/2" 1/2"C1/2" 010 MECHANICAL AND ELECTRICAL 100C CORRIDOR 3 p002 4 p601 B01 STAIR B 100C CORRIDOR 008 SERVER 4 p002 MASTER MIXING VALVE/EXPANSION TANK 15 19 3 4 5 A C A.5 B B.1 CO 17 6"SAN6" 6"SAN6" 2"C2" 2"H2" 1"HWR1" 1919 HW-3HW-2HW-1 4"C4" 2"H2" 1"HWR1"18 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 1 1/2"G1 1/2"1 1/2"G1 1/2" 1 1/2"G1 1/2" 1 1/2"G1 1/2"1 1/2"G1 1/2" 6"FP6" 1 1/2"IW1 1/2" BCC-2 BCC-1 FP PIPE TO STANDPIPE MAIN. WET PIPIE RISERS. 20 20 2"G2" 2 1/2"G2 1/2" GROUND FLOOR 0' -0" B.O CEILING (GROUND FLOOR) 11' -5" 34 1 2 3 4 6 GAS 2" GAS 2 1/2" GAS 3' - 0"34 54' - 6"plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p601ENLARGED PLANS - PLUMBING LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/4" = 1'-0"1 ENLARGED COMMON LAUNDRY ROOM - PLUMBING 1/4" = 1'-0"2 ENLARGED ONE BED ROOM UNIT - PLUMING 1/4" = 1'-0"3 ENLARGED MECHANICAL AND ELECTRICAL ROOM - PLUMBING 1/4" = 1'-0"4 NATURAL GAS ELEVATION p601 PLUMBING DRAWING NOTES 1 NATURAL GAS SERVICE. 2 PRESSURE REGULATING SPRING TO ALLOW MAX 14” W.C. NATURAL GAS PRESSURE. 3 PRESSURE REGULATING SPRING TO ALLOW MAX 7” W.C. NATURAL GAS PRESSURE. 4 PROVIDE NATURAL GAS METER WITH 1573 CFH CAPACITY. 5 FOR FUTURE GAS METER. 6 GAS PIPING INTO BUILDING. 7 PROVIDE 1/2" H&C, 1 1/2" V DOWN TO SK-C. 8 PROVIDE 1/2” H & C TO WASHING MACHINE BOXES. REFER TO DETAIL #9 ON DRAWING p701. 9 PROVIDE 2" SAN DOWN FROM WASHING MACHINE BOXES TO 4” SANITARY HEADER. PROVIDE 4” SANITARY HEADER LOCATED WITHIN WALL. PROVIDE 6” SAN DOWN TO LI-A. REFER TO DETAIL #9 & #10 ON DRAWING p701. 10 COORDINATE FINAL LOCATION OF PEX MANIFOLD IN THE FIELD WITH ARCHITECT, OWNER’S REPRESENTATIVE AND GENERAL CONTRACTOR. REFER TO DETAIL #4 ON DRAWING p701. 11 PROVIDE 1/2" HOT AND COLD WATER AND 1-1/2” SAN TO SK-A. CONNECT 2” SAN TO 3” SAN/V RISER IN WALL AS INDICATED. 12 PROVIDE 1/2" HOT AND COLD WATER AND 1-1/2” SAN TO LAV-A. CONNECT 1-1/2” SAN TO 4” SAN/V RISER IN WALL AS INDICATED. 13 PROVIDE 1/2" COLD WATER AND 3” SAN TO WC-A. CONNECT 3” SAN TO 4” SAN/V RISER IN WALL AS INDICATED. 14 PROVIDE 1-1/2” IW FROM HVAC EQUIPMENT AS INDICATED. CONNECT TO 1-1/2” IW RISER AS INDICATED. 1-1/2” IW RISER SHALL TERMINATE ABOVE FLOOR DRAIN ON FIRST FLOOR WITH A 4” AIR GAP. 15 ROUTE 4” GAS-FIRED WATER HEATER INTAKE AND EXHAUST THROUGH ROOF. TERMINATE PER MANUFACTURER’S INSTALLATION INSTRUCTIONS. VENTS SHALL BE PAINTED TO MATCH ROOFING COLOR. COORDINATE COLOR WITH ARCHITECT. 16 PROVIDE 3” SAN/V RISER IN WALL AS INDICATED. 17 PROVIDE 6” SAN DOWN TO UNDERSLAB. 18 PROVIDE 4” C, 3” H AND 2” HWR UP TO FLOOR ABOVE. 19 PROVIDE 1” G TO EACH HOT WATER HEATER (HW-1, HW-2 & WH-3). PROVIDE FULL PORT BALL VALVE. SEE DETAILS #1 AND #2 ON DRAWING P701. 20 PROVIDE 1-1/2” IW FROM BBC-1 & BBC-2 AS INDICATED. TERMINATE ABOVE FLOOR DRAIN BEHIND THE HOT WATER HEATERS WITH A 4” AIR GAP. 21 PROVIDE 4" STORM UP TO RD-A 1"C1" 1/2"H1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1"C1" 1/2"H1/2" 1/2"C1/2" PEX MANIFOLD 2"C2" 1 1/2"H1 1/2" 3/4"HWR3/4" 1"HWR1" 2 1/2"H2 1/2" 2 1/2"C2 1/2" 1 1/2"HWR1 1/2" 3"H3" 3"C3" 2 1/2"C2 1/2" 2"H2" 1"HWR1" 2 1/2"C2 1/2" 2 1/2"H2 1/2" 1"HWR1" 2 1/2"C2 1/2" 1"HWR1" 2 1/2"H2 1/2" 5TH FLOOR DOMESTIC PIPING 4TH FLOOR DOMESTIC PIPING 3RD FLOOR DOMESTIC PIPING 2ND FLOOR DOMESTIC PIPING GROUND FLOOR DOMESTIC PIPING PEX MANIFOLD PEX MANIFOLD PEX MANIFOLD PEX MANIFOLD WC LAV-A SHR/BT SK WC LAV-A SHR SK 1/2"H1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" H, C & HWR UP CHASE1/2"H1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1/2"H1/2"1/2"C1/2" 1/2"H1/2"1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1"C1" 1/2"H1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2"1"C1" 1/2"H1/2" 1/2"C1/2" 1"C1" 2"HWR2" 3"H3" 4"C4" 2"C2" 1"HWR1" 1 1/2"H1 1/2" 2"C2" 2"H2" 1"HWR1" 2"C2" 2"H2" 1"HWR1" 2"C2" 2"H2" 1"HWR1" LAV-A SHR WC LAV-A SHR 1"C1" 2"C2" 2"H2" 1"HWR1" SK H, C & HWR FROM HOT WATER PLANT 2"C2" 2"H2" 1"HWR1" 2"C2" 2"H2" 1"HWR1" 2"H2" 2"C2" 1"HWR1" 2"H2" 2"C2" SK SK LAV-A SHR WC WC SK SK SK SK SK WC WC WC WC WC FD SHR WC LAV LAV FD WC WC WC WC DPCO FD SHR LAV LAV FD FD SHR LAV LAV FD FD SHR LAV LAV FD FD SHR LAV LAV FD TO MAIN SAN TO MAIN SAN TO MAIN SAN FROM FD'S IN HVAC EQUIPMENT CLOSET 1 1/2"SAN1 1/2" 3"SAN3" 1 1/2"V1 1/2" 3"SAN3"1 1/2"V1 1/2" 3"SAN3"1 1/2"V1 1/2" 3"SAN3"1 1/2"V1 1/2" 3"V3" 3"SAN3" 3"SAN3" 3"SAN3" 3"SAN3" 3"SAN3" 3"SAN3" 3"SAN3" 1 1/2"V1 1/2" 4"SAN4" 4"SAN4" 4"SAN4" 4"SAN4" 1 1/2"V1 1/2"1 1/2"V1 1/2" 3"SAN3" 2"SAN2" 2"SAN2" 4"SAN4" 4"SAN4" 3"SAN3" 4"SAN4" 2"SAN2"2"SAN2" 2"SAN2" 2"SAN2" 4"SAN4" 3"V3" 3"V3" 3"V3" 1 1/2"V1 1/2" 3"V3" 3"V3" TO VTR FD plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p602PLUMBING - RISER DIAGRAMS LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1 PARTIAL PLUMBING - DOMESTIC WATER RISER 2 PARTIAL PLUMBING - SAN &VENT RISER COLD WATER HOT WATER 1/2" TEMPERATURE MIXING VALVE (TMV), INSTALL SECURE TO STRUCTURE. WALL HUNG COMBINATION EYEWASH & DRENCH HOSE - GUARDIAN G5026BP SHUT OFF VALVE BALL TYPE (TYP) NOTES: 1. INSTALLATION OF EYEWASH / DRENCH HOSE TO BE COMPLIANT WITH ANSI Z358.1 (LATEST). TOTAL LENGTH. 2. TEMPERED WATER LINE NOT TO EXCEED 5 FT. 3. HOT AND COLD WATER SUPPLY SHUT OFF VALVES TO BE PLACED IN LOCATION TO PREVENT UNAUTHORIZED TAMPERING. VALVE HANDLES TO BE REMOVED OR VALVE TO BE SUPPLIED LOCKABLE AND LOCKED OPEN. TEMPERED WATER FINISHED FLOOR 1/2" 1/2" 8COMB. EYEWASH/DRENCH HOSE DETAIL NO SCALE MSS INSTALL BETWEEN 33" & 45" ABOVE FLOOR. DEVICE MUST BE 8" FROM WALL AND/OR NEAREST OBSTRUCTION 3 NO SCALE HOT WATER RECIRCULATION BALANCE VALVE BALL VALVE CHECK VALVE FLOW SIZE AS NOTED ON FLOOR PLANS NOTES: BALANCE VALVE 1. PROVIDE THIS ARRANGEMENT ON ALL HOT WATER RE-CIRCULATION BRANCHES AND WHERE NOTED ON PLANS. 2. LOCATE THE VALVE 5 PIPE DIAMETERS DOWNSTREAM FROM A FITTING. 3. IF A BALANCING VALVE IS LOCATED DOWNSTREAM FROM A CIRCULATION PUMP, ALLOW A DISTANCE OF 10 PIPE DIAMETERS BETWEEN THE PUMP AND BALANCING VALVES. 4. FOR VALVE SIZING, REFER TO MANUFACTURER'S RANGE CHART, WHICH SHOWS THE RECOMMENDED OPERATION RANGE FOR EACH VALVE SIZE. 5. ALL VALVES SHALL BE FURNISHED WITH PROBE METERING PORTS. 6. INSTALL VALVE SUCH THAT PORTS DO NOT FACE DOWN. P-TRAP (SIZE PER PLANS) 6 NO SCALE FLOOR DRAIN DETAIL FLOOR DRAIN TO SANITARY SET TOP OF GRATE FLUSH WITH FIN. FLOOR DRAIN, GRATE AND BODY AS INDICATED IN SPECIFICATIONS CONCRETE FLOOR SLAB AND FLOOR FINISH BY OTHERS (SLOPED TO DRAIN). TRAP GUARD GRADE STORM/SANITARY SEWER PIPING CLEAN OUT "T" BRANCH WITH THREADED PLUG STORM/SANITARY RISER BASE CLEANOUT DETAIL 7 NO SCALE - NOTES: 1. PAD SIZE TO BE 6" LARGER THAN "FOOTPRINT" OF HEATER AND TANK. 2. EXHAUST AIR OUTLET SHALL BE LOCATED A MINIMUM OF 25' FROM ANY AIR INTAKES OF MECHANICAL EQUIPMENT. FIN. FLOOR4" CONC. PAD (TYP.) UNION (TYP.) THERMOMETER (TYP.) 1 1/2"4" PVC4" PVCPOWER VENT MOTOR(TYP.) DRAIN VALVE (TYP.)G1 NO SCALE DOMESTIC WATER HEATER (HW-1) EXHAUST AIR TERMINAL UP THRU ROOF 6" DIRT LEG W/ CAP (TYP.) WATER HEATER DETAIL - POWER VENTED AIR INTAKE UP THRU ROOF 2" HWR HWRP-1 STRAINER WITH BLOWDOWN VALVE AQUASTAT BALANCING VALVE SET AT 30 GPM 2 1/2" H TO MASTER MIXING VALVE 3/4" PIPE TO FLOOR DRAIN 1 1/2"4" PVC4" PVCGDOMESTIC WATER HEATER (HW-2) 1 1/2" G 3/4" EXHAUST AIR TERMINAL UP THRU ROOF AIR INTAKE UP THRU ROOF 1 1/2" G 4" PVC4" PVCSHUT-OFF VALVE (TYP.)GDOMESTIC WATER HEATER (HW-3) PROVIDE DI-ELECTRIC FITTING AT TANK INLET AND OUTLET AND AT ALL HEATER CONNECTIONS. 3" C SUPPLY 1" AMTROL EXPANSION TANK (PET-1) CHECK VALVE (TYP.) 3/4" PIPE TO FLOOR DRAIN EXHAUST AIR TERMINAL UP THRU ROOF AIR INTAKE UP THRU ROOF 1 1/2" G 1 1/2" T & P RELIEF VALVE (TYP.) PIPE TO FLOOR DRAIN MASTER PLUMBING MANIFOLD DETAIL 4 NO SCALE UPONOR MODEL LF2500400 1"C 1"H1/2"HWR 1/2"HW 1/2"HW 1/2"HW 1/2"C 1/2"C 1/2"C 1/2"C SET CIRCUIT SETTER TO 0.5 GPM BACK TO MAINS NOTES: 1.PROVIDE UNIONS ON ALL THREE CONNECTIONS TO MIXING VALVE. THERMOMETER (TYP. 3) SPRING LOADED CHECK VALVE (TYP. 3) BALL VALVE (TYP. 3) 105°F H TO BLDG. FIXTURES C 140°F H FROM HEATER TO MASTER MIXING VALVE MIXING VALVE POWERS LFSH1432 (BASIS OF DESIGN) 24" DEEP SEAL HEAT TRAP STRAINER (TYP.) 2 NO SCALE MASTER MIXING VALVE DETAIL SLEEVE AND LINK-SEAL 3" TO SANITARY 5 NO SCALE ELEVATOR SUMP PUMP DETAIL UNION LIFT CHECK VALVE SHUT OFF VALVE (GATE VALVE) ELEVATOR PIT FLOOR C.O. TURN ON LEVEL 1" BELOW ELEVATOR PIT FLOOR STEEL COVER COORDINATE PLACEMENT OF SUMP CROCK WITH STRUCTURAL GRADE BEAMS, PILES, ETC. GFCI RECEPTACLES BY ELECTRIC CONTRACTOR PLUMBING CONTRACTOR TO COORDINATE EACH LOCATION WITH E.C. 1 1/2" PUMP DISCHARGE 1 1/2" BY 3" T-Y FITTING KEEP PIPING AS TIGHT TO WALL AS POSSIBLE NOTE: PROVIDE STEEL COVER OVER SUMP CROCK FLUSH WITH FIN. FLOOR OF EACH ELEVATOR PIT. PROVIDE SUMP PUMP IN EACH ELEVATOR PIT. 12" ABOVE LEVEL OF FIN. FLOOR SLEEVE WIRING THROUGH WALL AND FIRESTOP. FIN. FLOOR INLET FD PROVIDE WATTS SERIES CU7 BACKFLOW PREVENTER IN WATER PIPING ABOVE CEILING 1/2" CW SUPPY 1/2" HW SUPPY RECEPTACLE STACK VENT CABINET FINISHED WALL DRAIN HOSE PROVIDE BLOCKIING BETWEEN STUDS FOR ENCLOSURE SUPPORT SHOCK ABSORBER TYPE 'A' (TYP. OF 2) WASTE STACK2" DRAINDEEP SEAL TRAP LOCK NUTS FINISHED FLOOR SUPPLIES FOR UNITS ON SECOND FLOOR ARE FED FROM BELOW.A. 3'-6" WASHING MACHINE SUPPLY AND DRAIN DETAIL NOTES: FRONT VIEW SIDE VIEW 9 NO SCALE 6" 6" OUTLET 3" VENT 6" INLET FINISHED FLOOR ANCHOR FLANGE 10 NO SCALE LINT INTERCEPTOR DETAIL DIAMOND PLATE COVER FLUSH W/ FIN. FLOOR A. PROVIDE EXTENSION ABOVE LINT INTERCEPTOR AS REQUIRED BASED ON FF ELEVATION. NOTES: 12 NO SCALE CONDENSATE PUMP DRAIN CONNECTION DETAIL HVAC EQUIPMENT FLEXIBLE TUBING FURNISHED HVAC UNIT. CLAMP ONE END TO UNIT NIPPLE, CLAMP THE OTHER END TO 1/2" CONDENSATE WASTE PIPING (DWV COPPER). PROVIDE CLAMPS. CONDENSATE DRAIN NIPPLE -VERIFY SIZE AND COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR 1/2" CONDENSATE WASTE ROUTE AS SHOWN ON PLANS AND SIZE NOTED FITTINGS AS REQUIRED NOTES: 1. PLUMBING CONTRACTOR SHALL CONNECT CONDENSATE PIPING TO EACH HVAC UNIT AND PROVIDE HARD PIPED, FITTINGS AND UNION, AS WELL AS ALL CONDENSATE PIPING. 2. REFER TO SPECIFICATIONS FOR PIPING AND INSULATION REQUIREMENTS. 3. ALL CONDENSATE WASTE PIPING SHALL BE TYPE DWV COPPER. PVC PIPING IS PROHIBITED WHERE NOTED OR NO RETURN AIR PLENUMS ARE USED. 4. PROVIDE CHECK VALVE AT EACH CONDENSATE PUMP DISCHARGE. 5. CONDENSATE PUMP INSTALLATION AND MOUNTING IS BY THE HVAC CONTRACTOR. 11 NO SCALE CONDENSATE DRAIN CONNECTION DETAIL HVAC EQUIPMENT FLEXIBLE TUBING FURNISHED WITH HEAT PUMP OR HVAC UNIT. CLAMP ONE END TO UNIT NIPPLE, CLAMP THE OTHER END TO 1" CONDENSATE WASTE PIPING (DWV COPPER). PROVIDE CLAMPS. CONDENSATE DRAIN NIPPLE -VERIFY SIZE AND COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR SLOPE AT 1/4" PER FOOT 1", 1 1/4", OR 1 1/2" CONDENSATE WASTE ROUTE AS SHOWN ON PLANS AND SIZE NOTED 1"x1", 1"x1 1/2" OR 1 3/4"X 1 1/4" INCREASER AS REQUIRED NOTES: 1. PLUMBING CONTRACTOR SHALL CONNECT CONDENSATE PIPING TO EACH HVAC UNIT AND PROVIDE HARD PIPED, FITTINGS AND UNION, AS WELL AS ALL CONDENSATE PIPING. 2. REFER TO SPECIFICATIONS FOR PIPING AND INSULATION REQUIREMENTS. 3. ALL CONDENSATE WASTE PIPING SHALL BE TYPE DWV COPPER. PVC PIPING IS PROHIBITED WHERE NOTED OR NO RETURN AIR PLENUMS ARE USED. plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 p701PLUMBING DETAILSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1 NO SCALE FIRE PROTECTION CRITERIA AREAS SPRINKLED HAZARD CLASSIFICATION LOCATION DESCRIPTION SPRINKLER SYSTEM TYPE SPRINKLER DENSITY APPLICATION AREA (MOST. HYD. REMOTE) SPRINKLER HEAD TEMP. RATING REMARKS 1 2 3 4 5 6 ORDINARY HAZARD GROUP 1 RESIDENTIAL UNITS OFFICE/TOILET RM/ COMMUNITY RM/ FACILITY/LAUNDRY RM ELEVATOR WET SYSTEM WET SYSTEM WET SYSTEM 0.10 GPM/SF 0.10 GPM/SF N/A TOP OF SHAFT AND 12" ABOVE BOTTOM OF PIT 1500 SF 1500 SF 1500 SF 165° F 165° F 165° F 165° F PORTABLE EXTINGUISHERS PER NFPA 10. 100 GPM INTERIOR HOSE STREAM ALLOWANCE. PORTABLE EXTINGUISHERS PER NFPA 10. 100 GPM INTERIOR HOSE STREAM ALLOWANCE. PORTABLE EXTINGUISHERS PER NFPA 10. 100 GPM INTERIOR HOSE STREAM ALLOWANCE. FIRE PROTECTION CRITERIA TYPE OF SPRINKLER LIGHT HAZARD ORDINARY HAZARD GROUP 1 MECH RM/TRASH RM /STORAGE/JANITORS CLOSET/RPZ RM WET SYSTEM 0.15 GPM/SF LIGHT HAZARD QUICK RESPONSE STANDARD COVERAGE PENDANT OR SIDEWALL QUICK RESPONSE STANDARD COVERAGE PENDANT OR SIDEWALL QUICK RESPONSE STANDARD COVERAGE PENDANT OR UPRIGHT QUICK RESPONSE STANDARD COVERAGE UPRIGHT OR SIDEWALL CORRIDOR/LOBBY/ VESTIBULE/ STAIRWELL WET SYSTEM 0.10 GPM/SF 1500 SF 165° FQUICK RESPONSE STANDARD COVERAGE PENDANT OR UPRIGHT PORTABLE EXTINGUISHERS PER NFPA 10. 100 GPM INTERIOR HOSE STREAM ALLOWANCE. LIGHT HAZARD ORDINARY HAZARD GROUP 1 UTILITY CHASE WET SYSTEM N/A TOP OF SHAFT 165° FQUICK RESPONSE STANDARD COVERAGE UPRIGHT OR SIDEWALL EXTERIOR PROJECTION WET SYSTEM 0.10 GPM/SF 1500 SF 165° FQUICK RESPONSE DRY BARREL STYLE SIDEWALL OR PENDANT 100 GPM INTERIOR HOSE STREAM ALLOWANCE.LIGHT HAZARD7 SOFFIT NOTE: SIDEWALL SPRINKLERS HEAD TO BE RATED FOR DEFLECTOR TO CEILING DISTANCE REQUIRED. SIDEWALL SPRINKLER HEAD TO BE INSTALLED SO THAT DEFLECTOR TO BOTTOM OF SOFFIT IS NO GREATER THAN 4”. SOFFITS GREATER THAN 8”WIDE REQUIRES ADDITIONAL SPRINKLER PROTECTION. SIDEWALL STYLE SPRINKLER HEAD BRANCH (WET SYSTEM) INSTALL PIPE HANGERS AT EVERY SPRINKLER LOCATION AND ATTACH HANGER ASSEMBLIES DIRECTLY TO THE BUILDING STRUCTURE IN ACCORDANCE WITH NFPA 13 SPRINKLER PIPING (TYPICAL) 5 NO SCALE SIDEWALL SPRINKLER HEAD DETAIL CLG. TILE OR GYP. BD. 1" x 1" OR 1" x 1/2" OR 1" x 3/4" REDUCING COUPLING 4" MIN 8" MODEL #A (IN)B (IN)C (IN) 2024 24 3 4.0 2036 36 3 4.0 2048 48 3 4.0 2060 60 3 4.0 2072 72 3 4.0 NO SCALE FLEXHEAD SPRINKLER HOSE CONNECTION DETAIL B A C xxxxxxxx TYPICAL 304 STAINLESS STEEL OUTLET SPUD 1/2 AND 3/4 FEMALE NPT WELD WELD TYPICAL 304 STAINLESS STEEL SCHEDULE 40 PIPE TYPICAL 304 STAINLESS STEEL BRAID TYPICAL 304 STAINLESS STEEL BRAID SLEEVE TYPICAL OF 2 WELD TYPICAL 304 STAINLESS STEEL SCHEDULE 40 PIPE TYPICAL 304 STAINLESS STEEL FLEXIBLE METAL HOSE 4 CLG. TILE OR GYP. BD. NOTE: SPRINKLER IN FINISHED CEILINGS SHALL BE CHROME FINISH WITH CHROME ESCUTCHEONS, 165°F LISTED. SPRINKLERS IN UNFINISHED SPACES SHALL BE SAME ONLY BRASS, UPRIGHT STYLE. PROVIDE ALL SPRINKLERS, PIPING, FITTINGS, ETC. REQUIRED TO PROTECT ALL AREAS OF THIS PROJECT. PENDANT STYLE SPRINKLER HEAD RECESSED WITH ESCUTCHEON (QUICK RESPONSE TYPE) BRANCH (WET SYSTEM) INSTALL PIPE HANGERS AT EVERY SPRINKLER LOCATION AND ATTACH HANGER ASSEMBLIES DIRECTLY TO THE BUILDING STRUCTURE IN ACCORDANCE WITH NFPA 13 1" BLACK STEEL PIPING (TYPICAL) 1" ELBOW (TYP.) FIELD VERIFY LENGTH OF ALL PIPING SUPPLYING SPRINKLERS. 3 NO SCALE TYPICAL SPRINKLER HEAD DETAIL 1" 45° ELBOW CAULKING SEALANT 1" SIGHT GLASS BRANCH LINE EXTERIOR BLDG. WALL 24" C PIPEL 2 NO SCALE INSPECTOR TEST DETAIL (WET SYSTEM) GRADE/ROOF 1" THICK 24"x24" CONC. SPLASH BLOCK 1" VALVE NOT OVER 7'-0" ABOVE FINISHED FLOOR SMOOTH BORE, CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER 1" BALL VALVE TEMPORARY CONN. PLUG VALVE END WHEN NOT IN USE DRY OR PREACTION SYSTEM FIRE PROTECTION SYMBOLS LIST SYMBOL DESCRIPTION ELBOW UP, ELBOW DOWN DROP CONNECTION STRAINER CLEANOUT (CO) CAP OR PLUG UNION P-TRAP ROLL DOWN SHOWER HEAD THERMOMETER PRESSURE GAGE SA-SHOCK ABSORBER (SA) WH WALL HYDRANT HB HOSE BIBB PUMP FIRE HYDRANT SHUT OFF VALVE CHECK VALVE BALANCE VALVE ANGLE VALVE PLUG VALVE BUTTERFLY VALVE NEEDLE VALVE TS VALVE WITH TAMPER SWITCH FS FLOW SWITCH CONCEALED SPRINKLER HEAD SEMI-RECESSED SPRINKLER HEAD UPRIGHT SPRINKLER HEAD ON SPRIG PENDENT SPRINKLER HEAD EXISTING EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD ITC INSPECTOR'S TEST STATION FDC FIRE DEPARTMENT CONNECTION FIRE PROTECTION CONTRACTORFPC PLUMBING CONTRACTORPC AFF ABOVE FINISHED FLOOR ACV ALARM CHECK VALVE DIRECTION OF FLOW WATER MAIN (EXTERIOR) FP FIRE PROTECTION PIPING SYMBOL DESCRIPTION FDV FIRE DEPT. VALVE PIPE CONTINUES POINT OF CONNECTION POINT OF DISCONNECTION (E) * NOTE : THIS IS A STANDARD SYMBOLS LIST AND ALL ITEMS SHOWN MAY NOT BE USED. EXTERIOR BLDG. WALL FINISHED GRADE CHECK VALVE FIRE PROTECTION FEED MAIN CAULK SEALANT 7 NO SCALE FIRE DEPARTMENT CONNECTION DETAIL CAULK AROUND WALL ESCUTCHEON FDC APPROX. 3'-0" ABOVE FINISHED GRADE ANCHOR PIPE TO WALL 3/4" BALL DRIP VALVE w/ 3/4" COPPER DRAIN TO EXTERIOR OR FLOOR DRAIN FIRE DEPARTMENT CONNECTION GRAPHIC SIGN 6 NO SCALE VALVE ASSEMBLY SCHEMATIC -RPZ ROOM FS TS FS T&DSG D TO FDC WATER PRESSURE GAUGES CONTROL VALVE WITH TAMPER SWITCH, LOCK AND CHAIN 2" MAIN DRAIN ALARM CHECK WITH VARIABLE PRESSURE TRIM 2" x 24" x 24" SPLASH BLOCK FINISHED FLOOR FROM RPDA DEVICE EXTERIOR BUILDING WALL 2" DRAIN w/ 45° GALVANIZED ELBOW AND PIPE TURNED DOWN, MOUNT 24" ABOVE FINISHED GRADE ELECTRIC BELL DRAINWET SPRINKLER LINE TO BUILDING 4" CHECK VALVE RUN 2 1/2" DRAIN TO GROUND FLOOR TERMINATE AT EXTERIOR, 24" ABOVE GRADE WITH 45 DEG. ELBOW 1" UNION WITH RESTRICTING ORIFICE FEED MAIN TO SPRINKLER ZONE WATER FLOW SWITCH PRESSURE GUAGE 1" SIGHT GLASS CAP 2 1/2" DRAIN FOR FUTURE INSPECTOR TEST VALVE AUX. DRAIN VLAVE FS 8 NO SCALE STANDPIPE AND SPRINKLER RISER plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 fp001FIRE PROTECTION GENERAL NOTES, LEGENDS,DETAILSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 FIRE PROTECTION GENERAL NOTES A SPRINKLER CONTRACTOR SHALL REQUEST A COMPLETE SET OF BID DOCUMENTS (DRAWINGS AND SPECIFICATIONS) INCLUDING BUT NOT LIMITED TO, ARCHITECTURAL, ELECTRICAL, HVAC AND PLUMBING, ETC. FOR BIDDING AND COORDINATION PURPOSE. B PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES. OBTAIN ALL REQUIRED PERMITS. COORDINATE ALL WORK WITH LOCAL FIRE MARSHAL. C WITHIN THE WORK ZONE DEFINED, THE DESIGN DOCUMENTS FOR THE SPRINKLER SYSTEM TO BE INSTALLED ARE INTENDED TO IDENTIFY PERFORMANCE REQUIREMENTS AND DESIGN INTENT ONLY. THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR HYDRAULICALLY DESIGNING AND INSTALLING A COMPLETE AND CODE COMPLIANT SYSTEM. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY PIPE, FITTING, VALVE, ETC., NECESSARY FOR A COMPLETE SYSTEM. THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH OTHER TRADES. FINAL DESIGN SHALL INCORPORATE ALL NECESSARY MODIFICATIONS FOR COORDINATION PURPOSE AT NO ADDITIONAL COST TO THE OWNER. D IF CALCULATIONS AND CRITERIA REQUIRE, INCREASE SIZE OF FP PIPING AS REQUIRED FOR PROPER SYSTEM OPERATION AND PROTECTION. E PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES WITHIN THE BUILDING IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES, NFPA-13, NFPA 14 AND OWNER'S INSURANCE CARRIER/UNDERWRITER. F ALL SPRINKLER PIPING SHALL BE LOCATED ABOVE THE CEILING (WHERE THEY EXIST) UNLESS INDICATED OTHERWISE. WWWWWWDDDDDD010 MECHANICAL AND ELECTRICAL 006A PROGRAM MANAGER'S OFFICE 009 BUILDING MAINTENANCE OFFICE 006 ELMSHADE OFFICES 007 ELMSHADE MED. ROOM 005 STAFF TOILET 004 SHARED COPY / FILES 002E SUPPORTIVE HOUSING OFFICE 002A HORIZON PROGRAM 100C CORRIDOR 002D DIRECTOR'S OFFICE 002C PROGRAM MANAGER'S OFFICE 002B HORIZON MED. ROOM 002 HORIZON WAITING AREA 003 RECEPTION OFFICE 018 CONFERENCE ROOM 100D VESTIBULE 012 COMMUNITY ROOM 013 COMMUNITY KITCHEN 014 STAFF BREAK ROOM 017 COMMON LAUNDRY016 MEN'S TOILET 015 WOMEN'S TOILET 001 VESTIBULE 1 5 4 2 2 2 2 22 2 2 2 3 47 4 3 p002 2 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 RECOMMENDED STAND PIPE FP MAIN ROUTING 7 7 104 (TYPE 2A) 1-BEDROOM APARTMENT 103 (TYPE 2A) 1-BEDROOM APARTMENT 102 (TYPE 2A) 1-BEDROOM APARTMENT 101 (TYPE 1A) 1-BEDROOM APARTMENT 201 (TYPE 3) 1-BEDROOM APARTMENT 751.65 SF 1 4 1 1 1 4 4 1 1 1 5 6 4 3 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 202 (TYPE 4) 1-BEDROOM APARTMENT 203 (TYPE 2) 1-BEDROOM APARTMENT A02 STAIR A 205 (TYPE 2) 1-BEDROOM APARTMENT 207 (TYPE 2) 1-BEDROOM APARTMENT 209 (TYPE 2) 1-BEDROOM APARTMENT 211 (TYPE 2) 1-BEDROOM APARTMENT 213 (TYPE 2) 1-BEDROOM APARTMENT 214 (TYPE 2) 1-BEDROOM APARTMENT 212 (TYPE 2) 1-BEDROOM APARTMENT 210 (TYPE 2) 1-BEDROOM APARTMENT 208 (TYPE 2) 1-BEDROOM APARTMENT 206 (TYPE 2) 1-BEDROOM APARTMENT 204 (TYPE 2) 1-BEDROOM APARTMENT 1 4 4 1 1 1 4 4 1 1 1 5 6 3 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 301 (TYPE 3) 1-BEDROOM APARTMENT 302 (TYPE 4) 1-BEDROOM APARTMENT 303 (TYPE 2) 1-BEDROOM APARTMENT 300 CORRIDOR 305 (TYPE 1) 1-BEDROOM APARTMENT 307 (TYPE 2) 1-BEDROOM APARTMENT 309 (TYPE 2) 1-BEDROOM APARTMENT 311 (TYPE 2) 1-BEDROOM APARTMENT 313 (TYPE 2) 1-BEDROOM APARTMENT 314 (TYPE 2) 1-BEDROOM APARTMENT B03 STAIR B 312 (TYPE 2) 1-BEDROOM APARTMENT 310 (TYPE 2) 1-BEDROOM APARTMENT 308 (TYPE 2) 1-BEDROOM APARTMENT 306 (TYPE 2) 1-BEDROOM APARTMENT 304 (TYPE 2) 1-BEDROOM APARTMENT A03 STAIR A 1 4 4 1 1 1 3 4 1 1 1 4 6 5 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 414 (TYPE 2) 1-BEDROOM APARTMENT 413 (TYPE 2) 1-BEDROOM APARTMENT 411 (TYPE 2) 1-BEDROOM APARTMENT 409 (TYPE 2) 1-BEDROOM APARTMENT 407 (TYPE 2) 1-BEDROOM APARTMENT 405 (TYPE 2) 1-BEDROOM APARTMENT 412 (TYPE 2) 1-BEDROOM APARTMENT 410 (TYPE 2) 1-BEDROOM APARTMENT 408 (TYPE 2) 1-BEDROOM APARTMENT 406 (TYPE 2) 1-BEDROOM APARTMENT 404 (TYPE 2) 1-BEDROOM APARTMENT 403 (TYPE 2) 1-BEDROOM APARTMENT 401 (TYPE 3) 1-BEDROOM APARTMENT 402 (TYPE 4) 1-BEDROOM APARTMENT 400 CORRIDOR B04 STAIR B A04 STAIR A 1 4 4 1 1 1 4 4 1 1 1 5 6 3 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 PROPOSED STANDPIPE LOCATION (TYP.)PROPOSED STANDPIPE LOCATION (TYP.) A05 STAIR A B05 STAIR B 512 (TYPE 2) 1-BEDROOM APARTMENT 510 (TYPE 2) 1-BEDROOM APARTMENT 514 (TYPE 2) 1-BEDROOM APARTMENT 508 (TYPE 2) 1-BEDROOM APARTMENT 506 (TYPE 2) 1-BEDROOM APARTMENT 505 (TYPE 1) 1-BEDROOM APARTMENT 507 (TYPE 2) 1-BEDROOM APARTMENT 509 (TYPE 2) 1-BEDROOM APARTMENT 511 (TYPE 2) 1-BEDROOM APARTMENT 513 (TYPE 2) 1-BEDROOM APARTMENT 501 (TYPE 3) 1-BEDROOM APARTMENT 503 (TYPE 2) 1-BEDROOM APARTMENT 502 (TYPE 4) 1-BEDROOM APARTMENT 504 (TYPE 2) 1-BEDROOM APARTMENT 500 CORRIDOR plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 fp1011/16" FLOOR PLANS - FIRE PROTECTION LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/16" = 1'-0"1 GROUND FLOOR PLAN - FIRE PROTECTION 1/16" = 1'-0"2 SECOND FLOOR PLAN - FIRE PROTECTION 1/16" = 1'-0"3 THIRD FLOOR PLAN - FIRE PROTECTION 1/16" = 1'-0"4 FOURTH FLOOR PLAN - FIRE PROTECTION 1/16" = 1'-0"5 FIFTH FLOOR PLAN - FIRE PROTECTION FIRE PROTECTION GENERAL NOTES: A.REFER TO DRAWING FP-001 FOR FIRE PROTECTION CRITERIA SCHEDULE. B.DUE TO ELEVATION CONSTRAINTS COORDINATE WITH ARCHITECT TO RESOLVE CONFLICTS. C.REFER TO p002 FOR SERVICE DETAIL. D.STAND PIPE IN STAIR TOWER "B" SHALL BE LOCATED AS TIGHT AS POSIBLE TO THE CORNER AS SHOWN. SYMBOL DESCRIPTION POWER DISTRIBUTION SURFACE/FLUSH MOUNTED BRANCH CIRCUIT PANELBOARD. 208Y/120V OR 240/120V. REFER TO PANELBOARD SCHEDULE MANUAL MOTOR STARTER OR MOTOR RATED SWITCH. DESIGNATION REFERS TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE NON-FUSED DISCONNECT SWITCH. DESIGNATION REFERS TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE ELECTRICAL SYMBOL DESCRIPTION DUPLEX RECEPTACLE, SUBSCRIPTS AS FOLLOWS: AFI CR EP GFI H IG SS WP TR WR USB ARC FAULT INTERRUPTER CORROSION RESISTANT EXPLOSION PROOF GROUND FAULT INTERRUPTER HOSPITAL GRADE ISOLATED GROUND SURGE SUPPRESSION WEATHER PROOF TAMPER RESISTANT WEATHER RESISTANT UNIVERSAL SERIAL BUS SYMBOL DESCRIPTION LIGHTING SINGLE POLE SWITCH WALL MOUNTED OCCUPANCY SENSOR SWITCH CEILING MOUNTED OCCUPANCY SENSOR. SUBSCRIPT INDICATES TYPE 2'X4' RECESSED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE EMERGENCY REMOTE BATTERY PACK. DESIGNATION REFERS TO LUMINAIRE SCHEDULE SINGLE FACE UNIVERSAL MOUNTED EXIT SIGN. DESIGNATION REFERS TO LUMINAIRE SCHEDULE LA EM2 X1 LA SYMBOL LIST OS-A DECORATIVE SURFACE MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE THREE-WAY POLE SWITCH SUBSCRIPT INDICATES QUANTITY OF SWITCHES. REFER TO LUMINAIRES FOR SWITCHING DESIGNATIONS a,b LA 2'X2' RECESSED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE LA WALL MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE LA JUNCTION BOX BELL OR BUZZER DOORBELL OR PUSHBUTTON 12 E-3 SYMBOL DESCRIPTION MISCELLANEOUS REFERENCE TO DRAWING NOTE REFERENCE TO EQUIPMENT OR FEEDER NUMBER DETAIL REFERENCE SYMBOL 2 2 SYMBOL DESCRIPTION COMMUNICATIONS SYMBOL DESCRIPTION FIRE ALARM MANUAL PULL STATION SMOKE DETECTOR VISUAL ONLY FIRE ALARM NOTIFICATION APPLIANCE AUDIO-VISUAL FIRE ALARM NOTIFICATION APPLIANCE SYMBOL DESCRIPTION LINE STYLES INDICATES UNDERGROUND TELEPHONE HEAT DETECTOR SPECIAL PURPOSE RECEPTACLE SECURITY KEYPAD LIGHTING CONTROL PANEL CARBON MONOXIDE DETECTOR LCP RAP PHOTOCELL MOTOR FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATOR PANEL EMERGENCY DUPLEX RECEPTACLE FACP EMERGENCY BATTERY PACK. DESIGNATION REFERS TO LUMINAIRE SCHEDULE EM1 DUAL FACE UNIVERSAL MOUNTED EXIT SIGN. DESIGNATION REFERS TO LUMINAIRE SCHEDULE X2 LA DECORATIVE LINEAR PENDANT. DESIGNATION REFERS TO LUMINAIRE SCHEDULE LA DOWNLIGHT. DESIGNATION REFERS TO LUMINAIRE SCHEDULE INDICATES UNDERGROUND ELECTRIC INDICATES NEW DEVICE OR EQUIPMENT INDICATES UNDERGROUND CATV E T CATV LA POLE MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE 1'X4' SURFACE LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE LA M MS J DOUBLE DUPLEX RECEPTACLE EMERGENCY DOUBLE DUPLEX RECEPTACLE B EMERGENCY POWER OFF PUSHBUTTONEPO AREA OF REFUGE TV 120 VOLT CONNECTION TO EQUIPMENT TS S SD S/CO F H F F DH DSD DTS CO COMBINATION SMOKE/CARBON MONOXIDE DETECTOR DUCT SMOKE DETECTOR DUCT SMOKE DETECTOR TEST STATION SMOKE DAMPER DOOR HOLD OPEN TAMPER SWITCH FLOW SWITCHFS CARD READER DOOR STRIKE DOOR CONTACT ACCESS CONTROL PANELACP DS DC CR KP PC OS 3 EXTERIOR WALL MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE REFERENCE TO DEMOLITION NOTE2 INDICATES EXISTING DEVICE OR EQUIPMENT TO REMAIN INDICATES DEVICE OR EQUIPMENT TO BE REMOVED OR RELOCATED VOICE/DATA OUTLET. PROVIDE 2-GANG OUTLET BOX WITH SINGLE GANG MUD RING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE. PROVIDE (2) CATEGORY 6 CABLES BACK TO TELEPHONE BACKBOARD. CATV OUTLET. PROVIDE 2-GANG OUTLET BOX WITH SINGLE GANG MUD RING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE. PROVIDE (1) RG6/UCABLE BACK TO TELEPHONE BACKBOARD. TELEPHONE ONLY OUTLET. PROVIDE 2-GANG OUTLET BOX WITH SINGLE GANG MUD RING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE. PROVIDE (1) CATEGORY 6 CABLE BACK TO TELEPHONE BACKBOARD. SYMBOL DESCRIPTION DIMMING SWITCHD AOR WALL MOUNTED VACANCY SENSOR SWITCHVS INTERCOM MASTER STATION INTERCOM SUB STATION IC IC S M CATV SPLITTER PATCH PANEL S PP GENERAL SITE NOTES APPLY TO ALL SITE ELECTRICAL DRAWINGS. COORDINATE NEW ELECTRICAL SERVICE ENTRANCE WITH NYSEG NEW TELEPHONE SERVICE WITH VERIZON AND NEW CATV SERVICE WITH SPECTRUM CABLE. OBTAIN ALL SPECIFICATIONS AND PAY ALL ASSOCIATED FEES. OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED BY THE CITY OF ITHACA. THE ELECTRICAL CONTRACTOR SHALL ENGAGE THE SERVICES OF A QUALIFIED SUBCONTRACTOR FOR EXCAVATION, BACKFILL AND CONCRETE WORK. A MINIMUM OF TWO DAYS PRIOR TO EXCAVATION, CONTACT DIG SAFELY NEW YORK, INC (1-800-962-7962) AND OBTAIN A STAKEOUT OF ALL PUBLIC AND PRIVATE UTILITIES LOCATED IN THE AREA OF EXCAVATION. COORDINATE PRIVATE UTILITIES WITH THE OWNER PRIOR TO EXCAVATION. HAND EXCAVATE ADJACENT EXISTING UTILITIES INCLUDING STORM AND SANITARY SYSTEMS TO AVOID DAMAGE. REPORT ANY DAMAGED UTILITIES TO THE OWNERS REPRESENTATIVE IMMEDIATELY. PROVIDE BRACING, SHORING, SHEATHING AND OTHER WORK FOR PROTECTION OF PERSONNEL, THE CONTRACT WORK, EXCAVATIONS, TREES, SHRUBS, EXISTING STRUCTURES, AND SURROUNDING PROPERTIES. PROVIDE AND MAINTAIN BARRICADES, WARNING SIGNS, FLAGS, AND LIGHTS TO PROVIDE PROTECTION FOR WORK, WORKMEN, PUBLIC, AND PROPERTY. COORDINATE PARKING LOT AND/OR PARKING GARAGE DISRUPTIONS WITH THE OWNER IN ADVANCE. PROVIDE PUMPS, HOSES, PIPE, LABOR AND FUEL NECESSARY TO KEEP EXCAVATIONS FREE OF WATER ACCUMULATION. OPERATE AND MAINTAIN EQUIPMENT. DISCHARGE WATER IN MANNER NOT TO UNDERMINE OR DISTURB EXISTING OR ADJACENT STRUCTURES OR LAND. DO NOT DISCHARGE DIRT, BACKFILL, DEBRIS, INTO SANITARY OR STORM DRAINAGE SYSTEMS. INSTALL TELEPHONE, CABLE AND ELECTRIC CONDUITS AS STRAIGHT AS POSSIBLE. INSTALL CONDUITS BELOW SITE LIGHTING CONDUITS AND GAS LINES AND ABOVE WATER, STORM, AND SANITARY PIPING. TRANSITION ALL CONDUITS TO GRS PRIOR TO RISING ABOVE GRADE. MAINTAIN ROAD ACCESS AT ALL TIMES. PROVIDE STEEL PLATES OVER TRENCH AS REQUIRED. PROTECT UTILITIES, SIDEWALKS, STRUCTURES, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLING, LATERAL MOVEMENTS, UNDERMINING, WASHOUTS AND OTHER HAZARDS CREATED BY EXCAVATION WORK. COMPLETELY RESTORE THE AREA TO THE CONDITION PRIOR TO THE START OF EXCAVATION AND TRENCHING WORK. GENERAL SITE NOTES: A. B. C. D. E. F. G. H. I. J. K. L. M. N. CATV SCOPE OF WORK: PROVIDE RG11/U COAXIAL CABLE FROM THE CATV SERVICE ENTRANCE LOCATION TO EACH SPLITTER IN SERVER/IT ROOM. PROVIDE TERMINATIONS AT EACH END. IN EACH APARTMENT, PROVIDE A CATV SPLITTER IN THE APARTMENT MECHANICAL CLOSET. PROVIDE RG6/U COAXIAL CABLE FROM THE SPLITTER IN THE MECHANICAL CLOSET TO EACH CATV OUTLET IN THE APARTMENT. PROVIDE TERMINATIONS AT EACH END. 1. 2. 3. DATA WIRING SCOPE OF WORK: PROVIDE (2) 48 PORT, CATEGORY 6 PATCH PANELS IN EACH OF (5) IT ROOMS. PATCH PANEL SHALL BE WALL MOUNTED IN SERVER ROOM 008A. PROVIDE ALL CATEGORY 6 DATA CABLES. PROVIDE ALL TERMINATIONS AT EACH END. PROVIDE ALL LABELING AND TESTING. PROVIDE ALL COVER PLATES. COORDINATE COVER PLATE MANUFACTURER WITH THE TELEPHONE SYSTEM SUPPLIER. 1. 2. 3. 4. 5. VOICE WIRING SCOPE OF WORK: 1. 2. 3. 4. ALL CABLING SHALL BE CATEGORY 6, WITH RJ45 CONNECTORS AND A COVER PLATE.TEST AND LABEL EACH CABLE. THERE IS ONE SERVER ROOM ON THE GROUND FLOOR.PROVIDE A WALL MOUNTED RACK WITH HORIZONTAL AND VERTICAL WIRE MANAGEMENT IN EACH CER.PROVIDE RACK MOUNTED CATEGORY 6 PATCH PANELS AS REQUIRED. AT EACH COMMON AREA VOICE/DATA OUTLET, PROVIDE (2) CATEGORY 6 CABLES BACK TO THE SERVER ROOM. TERMINATE EACH CABLE AT A PATCH PANEL. IN EACH APARTMENT, PROVIDE THE FOLLOWING: PROVIDE A WALL MOUNTED, 12-PORT CATEGORY 6 PATCH PANEL. PROVIDE (1) CATEGORY 6 CABLE FROM THE APARTMENT PATCH PANEL BACK TO THE SERVER ROOM AND TERMINATE AT A PATCH PANEL. FROM EACH APARTMENT VOICE/DATA OUTLET, PROVIDE (2) CATEGORY 6 CABLES FROM THE OUTLET TO THE APARTMENT PATCH PANEL. FROM EACH APARTMENT TV DATA OUTLET, PROVIDE (1) CATEGORY 6 CABLE FROM THE OUTLET TO THE APARTMENT PATCH PANEL. NO SCALE 1POWER ONE-LINE WIRING DIAGRAM METER CENTER UTILITY TRANSFORMER SECONDARY 208Y/120V, 3 PHASE M SPD 35 LOAD CENTERS REQUIRED 200A/3P LVPH1 (SEC 1) TWO CHANNEL METER SECTION WITH (2) 200A/3P OUTPUT CIRCUIT BREAKERS FOR HOUSE AND HORIZON METER CENTER 1600A/3P M 200A/3P LVPHZ 3/C #2, 1-#4EG ALUMINUM TYPE SE CABLE M 100A/2P M 100A/2P M 100A/2P LCP**LCP**LCP** M 100A/2P M 100A/2P LCP**LCP** M 100A/2P M 100A/2P M 100A/2P LCP**LCP**LCP** M 100A/2P M 100A/2P LCP**LCP** METER CENTER FIVE-CHANNEL METER SECTION WITH 100A/2P OUTPUT CIRCUIT BREAKERS (TYP OF 5) 1600A/3P MAIN CIRCUIT BREAKER 208Y/120 VOLTS 3 PHASE, 4 WIRE INPUT SERVICE ENTRANCE RATED FIVE-CHANNEL METER SECTION WITH 100A/2P OUTPUT CIRCUIT BREAKERS (TYP OF 7) LVPH4 5 SETS OF 4-500KCM IN (6) 4" PVC-80, DB ST 60A/3P ELEV-1 NF 60AS 3-#6, 1-#10EG IN 1”C 60AF 60AS LVPEM G 60A/3P 200A/3P EG-1 60KW/75KVA 208Y/120V 3 PHASE, 4 WIRE NATURAL GAS 4-#3/0, 1-#6EG IN 2½"C 4-#4/0, 1-#4EG IN 4" C ATS-EM 208Y/120V 200A/3P 25 LOAD CENTERS REQUIRED ATS-LS 208Y/120V 60A/3P 4-#6, 1-#10EG IN 1"C 200A/3P 60A/3P LVPLS 4-#4, 1-#8EG IN 4" C 4-#6, 1-#10EG IN 1"C 4-#3/0, 1-#6EG IN 2½"C PROVIDE FEED THRU LUGS LVPH1 (SEC 2) 4-#3/0, 1-#6EG IN 2½"C 4-#3/0, 1-#6EG IN 2½"C RANGE/COOKTOP BY OTHERS LIGHT SWITCH FAN SPEED KNOB LED STATUS LIGHT RESET SWITCH 7" DIAM. EXHAUST DUCT BY HVAC CONTRACTOR BACK SUPPORT MOUNTING BRACKET BY HVAC CONTRACTOR JUNCTION BOX BY HVAC CONTRACTOR FIRE ALARM CONNECTION BY OTHERS COORDINATE EXACT LOCATION OF MANUAL PULL STATION WITH OWNER'S REPRESENTATIVE LEGEND: JUNCTION BOX BY OTHERS MANUAL POWER SWITCH EXTINGUISHER PRESSURE GAUGE POWER SUPPLY BY ELECTRICAL CONTRACTOR ELECTRICAL DISCONNECT BY HVAC CONTRACTOR 208 VOLT WIRING BY ELECTRICAL CONTRACTOR MANUAL PULL STATION CABLE BY HVAC CONTRACTOR 50A CONTACTOR/SHUNT TRIP BREAKER FURNISHED BY HVAC CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR 120 VOLT WIRING BY ELECTRICAL CONTRACTOR MOUNT HOOD 24"-36" ABOVE COOKING SURFACE MANUAL PULL STATION AND CABLE BY HVAC CONTRACTOR DUCT ACCESS DOOR DUCT ACCESS DOOR ROUTE DUCT TO EXTERIOR AS DIRECTLY AS POSSIBLE DUCT MOUNTED INLINE FAN FURNISHED WITH HOOD SYSTEM. LOCATE IN ACCESSIBLE LOCATION. SEE CUT FOR FAN DIMENSIONS REFER TO SPECIFICATION SECTION 233110 -GREASE DUCT SYSTEMS FOR DUCT CONSTRUCTION REQUIREMENTS PROVIDE CURRENT SENSING RELAY ON POWER LINE AND CONNECT TO BUILDING DDC SYSTEM FOR HOOD FAN STATUS MONITORING AND VAV BOX CONTROL. PROVIDE INTER-CONNECTING CONTROL WIRING ½" CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR PUL L NO SCALE 2TYPICAL RESIDENTIAL KITCHEN EXHAUST HOOD DETAIL - INLINE FAN plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e001ELECTRICAL GENERAL NOTES AND SYMBOLSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 ELECTRICAL GENERAL NOTES A. GENERAL NOTES APPLY TO ALL ELECTRICAL DRAWINGS. B. PROVIDE UPDATED TYPE WRITTEN PANELBOARD SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. C. INSTALL ALL DEVICES FLUSH IN WALL CONSTRUCTION. D. PROVIDE BLANK COVERPLATES ON ALL EXISTING AND NEW UNUSED OUTLET BOXES. E. COORDINATE ALL CONDUIT RUNS WITH OTHER TRADES PRIOR TO ROUGH-IN. RELOCATE ANY CONDUITS AS NECESSARY TO PERMIT INSTALLATION OF DUCTWORK, PIPING OR ANY SUPPORTS. F. PROVIDE CUTTING, PATCHING TO MATCH, AND FIRE SEAL AS REQUIRED WHERE EXISTING COMMUNICATION OR ELECTRICAL WORK HAS BEEN REMOVED AND WHERE NEW WORK IS INSTALLED. COORDINATE WITH GENERAL CONTRACTOR. G. REMOVE AND REINSTALL EXISTING CEILING TILES AS REQUIRED FOR INSTALLATION OF BRANCH CIRCUIT WIRING AND CONDUIT. REPLACE ALL DAMAGED TILES WITH MATCHING TILES. H. RUN ALL WIRING CONCEALED IN WALL. CUT AND PATCH TO MATCH DRYWALL AS REQUIRED. MINIMIZE USE OF SURFACE METAL RACEWAY. I. COORDINATE MOUNTING HEIGHTS OF DEVICES WITH ARCHITECTURAL ELEVATIONS AND OWNER PRIOR TO ROUGH-IN. J. REFER TO ARCHITECTURAL PLANS FOR PHASING. K. PROVIDE "J" HOOKS ON 5' CENTERS TO SUPPORT VOICE/DATA CABLING. L. PROVIDE TAMPER RESISTANT RECEPTACLES IN ALL APARTMENT. M. FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS CODE COMPLIANCE PLAN. 1 HR FIRE PARTITIONS: A. DEMISING WALLS BETWEEN APARTMENT UNITS AND CORRIDORS B. WALLS BETWEEN APARTMENT UNITS C. FLOOR/CEILING ASSEMBLIES IN RESIDENTIAL AND CORE D. CEILING/ROOF ASSEMBLIES IN RESIDENTIAL AND CORE E. STAIRS 1 HR. FIRE BARRIER WALLS: A. ELEVATOR ROOM B. STAIR WALLS 2 HR. FIRE BARRIER WALLS: - SEE ARCHITECTURAL CODE COMPLIANCE PLANS N. ALL BRANCH CIRCUITS IN APARTMENTS SHALL BE FED FROM A 15A/1P CIRCUIT BREAKER UNLESS NOTED OTHERWISE. ALL 15A/1P BRANCH CIRCUITS SHALL BE FED WITH #14 AWG WIRE. O. ALL BRANCH CIRCUITS IN COMMON AREAS SHALL BE FED FROM A 20A/1P CIRCUIT BREAKER UNLESS NOTED OTHERWISE. ALL 20A/1P BRANCH CIRCUITS SHALL BE FED WITH #12 AWG WIRE. T G G G G G 10' REAR YARD SETBACK10' SIDE YARD SETBACK28.48'7.92 WEST COURT STREET NORTH MEADOW STREETSLAGHT (R.O.) 615/906TAX MAP PARCEL No.59-2-8 CIASCHI (R.O.) 482211-001TAX MAP PARCEL No.59-2-16.1 TOMPKINS COMMUNITY ACTION(R.O.)2500/1900TAX MAP PARCEL No. 59-2-14 PARCEL B CURBCUT C.O. C.O. C.O. C.O. C.O. C.O.WWWWWWDDDDDDCCTVCCTVCCTVCCTVCCTVC C T V 1" PVC-80, DB (TYP) (2) 4" PVC-80, DB FOR ELECTRIC (2) 4" PVC-80, DB FOR TELEPHONE AND CATV 5 SETS OF 4-500KCM IN (6) 4" PVC-80, DB 4 e701 3 e701 1 e702 5 e701 3 e701 3 e701 8 e701 UTILITY TRANSFORMER BOLLARD (TYP)11 e701 2 e701 2 e701 1 e701 2 e701 WP WP WP WP WP UNDER CANOPY LU LU LU LU LT LTLTLTLTLT LVPH1/6,8 12 e701 3 e702 #10#10 #10 #10 #10 #10 #10 #10 #10 PROVIDE 1" PVC-80, DIRCT BURIED FOR POWER AND LIGHTING TO FUTURE UTILITY SHED, TO PANEL LVPH1. TERMINATE CONDUIT AT PANEL AND PROVIDE PULL STRING. 2 e701 #10 1" PVC-80, DB (TYP FOR BOLLARD LIGHTING) 4 e701 3 e701 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e100SITE PLAN - ELECTRICAL LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/16" = 1'-0"1 SITE PLAN - ELECTRICAL N WWWWWWDDDDDDOS OSOSVSDVSDVSDVSDVSDVSVS VSVSDDOS3 D VSD VSDD OS-A OS-A OS-A OS-A OS-A OS-B OS-BOS-A OS-A OS-A OS-A OS OSD 3D OS-A OS-A PC VS010 MECHANICAL AND ELECTRICAL 006A PROGRAM MANAGER'S OFFICE 006 ELMSHADE OFFICES 009 BUILDING MAINTENANCE OFFICE B01 STAIR B 100C CORRIDOR 008 SERVER 007 ELMSHADE MED. ROOM 005 STAFF TOILET 002E SUPPORTIVE HOUSING OFFICE 004 SHARED COPY / FILES 002A HORIZON PROGRAM 002D DIRECTOR'S OFFICE 002C PROGRAM MANAGER'S OFFICE 002B HORIZON MED. ROOM E01 ELEVATOR 011 TRASH / RECYCLE 002 HORIZON WAITING AREA 003 RECEPTION OFFICE 100C CORRIDOR 001 VESTIBULE 018 CONFERENCE ROOM 017 COMMON LAUNDRY 016 MEN'S TOILET 015 WOMEN'S TOILET A01 STAIR A 100D VESTIBULE 014 STAFF BREAK ROOM 013 COMMUNITY KITCHEN 012 COMMUNITY ROOM 1 e601 1 e601 1 e601 1 e601 LVPHZ LK LK LK LK LK LK LJ X1 X1 LH LH LI LI LI LI LI LI LH LG LH X2 X1 LL LL LL X1 X2 X1 LG LG LL X1 LG LG LL LL LL LN LN LN LMLMLMLMLMLMLMLMLN LL LL LM LM X1 LG LG LG LG LG LGLGLGLGLGLG 101 (TYPE 1A) 1-BEDROOM APARTMENT102 (TYPE 2A) 1-BEDROOM APARTMENT 103 (TYPE 2A) 1-BEDROOM APARTMENT 104 (TYPE 2A) 1-BEDROOM APARTMENT LN LN LVPLS LVPEM LK LK LK LK LK LK LK LK LK LK LK LK LP LP LK LK LK LK LK LK LK LK LK LK LK LK LK 1 1 1 1 1 1 1 1 1 1 1 11 LO LQ LQ LQLQLQ LQLQLQ LQLQLQ LQLQLQ LQ LQ LQ LQ EQEQLN 1 LQ LQ LQ 2 LVPLS/3 2 2 2 2 2 2 LVPLS/8 LVPLS/8 2 2 a,b b a a aa aa a,b a,b LVPLS/8 7'-8"AFF C 6'-5" AFF CL L 7'-8"AFF CL 7'-8"AFF CL 7'-8"AFF CL LP LP LP LP LPLP LPLPLPLPLP LVPHZ/1LVPLS/6 LVPH1/2 2 2 2 LVPLS/8 LVPH1/4 LP LP LQLQLQ 3 e703 3 e703 3 e703 3 e703 LCP LH 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 3 e703 9 22 LVPLS/7 1 X1 X1 X1 X1 X1 X1 X1 LVPH1 (2 SECTION) 3 e703 E.10 020 CUST. LC plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e101GROUND FLOOR PLAN - LIGHTING LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 GROUND FLOOR PLAN - LIGHTING e101 LIGHTING DRAWING NOTES 1 PROVIDE EXIT SIGN AND CONNECT TO A 20A/1P CIRCUIT BREAKER IN PANEL LVPLS/2 USING 2-#12, 1-#12EG IN 1/2" CONDUIT. LOCK CIRCUIT BREAKER IN ON POSITION. 2 CONNECT LUMINAIRE TO LIFE SAFETY BRANCH CIRCUIT IN PANEL LVPLS, CIRCUIT 4. N # WWWWWWDDDDDDF F F F F F F FF F F F FF F S H H S S H S SSSS S F F F F F H S H S TV TV DC DC DC CR CR CR CR CR DS DS DS DS CCTVCC T VC C T V CCTVCCTVCCTV C C T V CCTVCCTVCCTVCCTV CR DC PB PB DS DC PBPB DC DC CO CO CO M MM MS MSMS F A DS DC M M M MS MS MS M M M M M M M M M CO M MS MS MS MS MS MS MS MSMSMS M MS M M M M M M FSFSFS TSTSTS TS FS MS M M M F SD SD S DSDDTS DTS KP HD HD HD CR DS DC DS CR HD HD MSM MMS F IC CR CR CR DS DS CCTVDC DCDS DC J T 010 MECHANICAL AND ELECTRICAL 006A PROGRAM MANAGER'S OFFICE 006 ELMSHADE OFFICES 009 BUILDING MAINTENANCE OFFICE B01 STAIR B 100C CORRIDOR 008 SERVER 007 ELMSHADE MED. ROOM 005 STAFF TOILET 002E SUPPORTIVE HOUSING OFFICE 004 SHARED COPY / FILES 002A HORIZON PROGRAM 002D DIRECTOR'S OFFICE 002C PROGRAM MANAGER'S OFFICE 002B HORIZON MED. ROOM E01 ELEVATOR 011 TRASH / RECYCLE 002 HORIZON WAITING AREA 003 RECEPTION OFFICE 100C CORRIDOR 001 VESTIBULE 018 CONFERENCE ROOM 017 COMMON LAUNDRY016 MEN'S TOILET 015 WOMEN'S TOILET A01 STAIR A 100D VESTIBULE 014 STAFF BREAK ROOM 013 COMMUNITY KITCHEN 012 COMMUNITY ROOM 1 e601 1 e601 1 e601 1 e601 44" GFI TR TR WP GFI WP GFI WP GFI WP GFI GFI e704 4 LVPEM LVPH1ATS-E LVPHZ 46" 46" TR 46" GFI TR 101 (TYPE 1A) 1-BEDROOM APARTMENT102 (TYPE 2A) 1-BEDROOM APARTMENT 103 (TYPE 2A) 1-BEDROOM APARTMENT 104 (TYPE 2A) 1-BEDROOM APARTMENT ATS-LS LVPLS AUX BOTTOM OF SHAFT ¼" X 4" X 12" GROUND BAR AT 7'-0"AFF 4 e702 5 e702 2 3 4 BCC-1 44" GFI GFI 44" GFI GFI SUMP PUMP LVPEM/1 FCU-8 FCU-7 FCU-6 FCU-5 FCU-2 FCU-4 FCU-1 FCU-3 PANIC PUSHBUTTON REPEATER ADA -TYPE 1 (TYP FOR 1ST, 3RD AND 5TH FLOOR ONLY) SIM. GENERATOR RAP 48" 48" 48"48" LVPEM/6 LVPEM/8 LVPH1/3 LVPH1/5 LVPH1/12 LVPH1/7 LVPHZ/2 LVPHZ/3 LVPHZ/4 LVPHZ/5 LVPHZ/7 LVPH1/10 LVPH1/28,30 LVPH1/21,23 LVPH1/32,34 LVPH1/25,27 LVPH1/36,38 LVPH1/29,31 LVPH1/26 LVPH1/15 LVPH1/19 LVPH1/24 LVPH1/17 LVPH1/22 LVPLS/3 LVPH1/9 LVPH1/14 LVPHZ/6 TR TR TR TR TR TR TR TR TR TR TR TRTRTR 46" TR 46" TR 46" TR 46" TR46" TR TR LVPEM/12 LVPEM/3 LVPH1/11 HW-3 HWRP-1 235 WP 1 5 6 48" LCP 30 10 11 12 13 14 15 16 17 EF-3 EF-2 EF-2 41 40 42 PANIC ALARM BY OWNER 7 8 HW-2HW-1 4 EBB-4 EBB-4 EBB-4 EBB-4TEBB-4T EBB-4T 31 BCC-2 50 51 52 53 54 55 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 MCB 99 ECUH-1 ECUH-1 UH-1 60 61 63 10 10 LVPEM/14 LVPLS/9 (2 SECTION) ACCESS CONTROL KEYPAD GFI WINDOW SPEAKER LVPH1/53 LVPH1/55 LVPH1/57 020 CUST. LVPLS/10 LVPH1/1 LVPEM/2 LVPEM/4 LVPHZ/8LVPH1/58 e102 2 E.10 LVPH1/16 46" GFI 46" GFI LVPLS/1 48" FACP LVPEM/24 LVPH1/18 LVPH1/60 e102 3 VRP-12KB LC***/9,11 30A/2P TYPICAL FOR FIRST FLOOR APARTMENTS ONLY FD/SD LVPEM/13 EF-2 47 14 A.5 B B.1 48" AOR M ECUH-1 62 E.10 LVPEM/10 FARAP 001 VESTIBULE 1615.5 15.6 H.3 10 LVPH1/61,63 2 e001 46" GFI TR46" GFI TR 46" GFI TR LVPH1/13LVPH1/59 MICROWAVE 11 12 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e102GROUND FLOOR PLAN - POWER AND SYSTEMS LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 GROUND FLOOR PLAN - POWER AND SYSTEMS e102 ELECTRICAL DRAWING NOTES 1 SPRINKLER ALARM PROVIDED BY OTHERS. CONNECT TO FIRE ALARM SYSTEM. 2 PROVIDE 4'x8'X3/4" PLYWOOD BACKBOARD AT 6" A.F.F. PAINT WITH 2 COATS FIREPROOF GRAY PAINT. 3 PROVIDE 4" SLEEVE ABOVE ACCESSIBLE CEILING SPACE. FIRE STOP AS REQUIRED. 4 PROVIDE 4" CONDUIT UP TO SECOND FLOOR ACCESSIBLE CEILING SPACE FOR TEL/DATA CABLING. 5 PROVIDE AMBER STROBE FOR CO DETECTION. 6 PROVIDE TRIPLE SERVICE RECESSED FLOOR BOX. SAW CUT FLOOR AS REQUIRED. PROVIDE (3) 1"C FROM THE FLOOR BOX TO THE CEILING SPACE. 7 LOCATION OF CAMERA IN ELEVATOR CAB. COORDINATE WITH ELEVATOR INSTALLER. 8 PROVIDE WALL MOUNTED DATA EQUIPMENT CABINET. 9 PROVIDE METER CENTER BUS TRANSITION SECTION TO TURN CORNER WITH THE METER CENTER. 10 PROVIDE NEMA 14-50R RECEPTACLE FOR RANGE. PROVIDE 3/C #6+ #10EG TYPE NM CABLE FROM A 50A/2P CIRCUIT BREAKER IN PANEL. PROVIDE POWER TO THE KITCHEN HOOD POWER DISCONNECT BOX (PDB). THE PDB IS PROVIDED WITH THE KITCHEN HOOD. INSTALL AT FLOOR LEVEL. CONTROL PDB UTILIZING A 120 MINUTE DIGITAL INTERVAL TIMER SWITCH. REFER TO THE DETAILS AND KITCHEN HOOD INSTALLATION MANUAL. 11 PROVIDE TWO SWITCHES TO CONTROL THE HOOD LIGHT AND THE OTHER TO CONTROL THE HOOD EXHAUST FAN. CONNECT TO KITCHEN RECEPTACLE CIRCUIT. INSTALL IN CABINET VALANCE FACE. PROVIDE STAINLESS STEEL COVER PLATE AND BLACK SWITCHES. 12 PROVIDE 120 MINUTE DIGITAL INTERVAL TIMER SWITCH TO POWER DISTRIBUTION BOX (PDB) FOR SHUTDOWN OF POWER TO THE RANGE. REFER TO DETAILS AND KITCHEN HOOD INSTALLATION MANUAL. N # 1/4" = 1'-0"2 VESTIBULE PLAN - POWER AND SYSTEMS 1/4" = 1'-0"3 PARTIALCOMMUNITY KITCHEN PLAN - POWER AND SYSTEMS F F F F F F F S S S SS VS S OS-A OS-A OS-B OS-B OS-B OS-B OS-BSSSS VSH TVCCTV CCTV CCTVCCTV S S/CO S S S CCTVCCTVCOCO CO CO COM M MS DTS MSFS S D S D SD SD DTS DTSVS MSM MMS 200 CORRIDOR A02 STAIR A 215 TRASH / RECYCLE E01 ELEVATOR 200A RECEPTION LOUNGE e601 3 e601 2 1 e601 1 e601 1 e601 1 e601 1 e601 1 e601 1 e601 1 e601 1 e601 1 e601 1 e601 e601 1 48" AOR AUX 202 (TYPE 4) 1-BEDROOM APARTMENT 201 (TYPE 3) 1-BEDROOM APARTMENT 203 (TYPE 2) 1-BEDROOM APARTMENT 204 (TYPE 2) 1-BEDROOM APARTMENT 206 (TYPE 2) 1-BEDROOM APARTMENT 205 (TYPE 2) 1-BEDROOM APARTMENT 207 (TYPE 2) 1-BEDROOM APARTMENT209 (TYPE 2) 1-BEDROOM APARTMENT 208 (TYPE 2) 1-BEDROOM APARTMENT210 (TYPE 2) 1-BEDROOM APARTMENT 212 (TYPE 2) 1-BEDROOM APARTMENT 213 (TYPE 2) 1-BEDROOM APARTMENT 200 CORRIDOR TR TR TR TR TR TRTRTR 8'-0" AFF CL 8'-0" AFF CL 8'-0" AFF CL 8'-0" AFF CL LG LG LHLH LG X2 X1 LG LGX2LG LG LGLGLGLGLGLGLGLGLGLGLGLGLG LH LH LG LG LG 216 I.T. CLOSET 217 CUST. LK LK LK LK 7 1 1 1 1 X1 LI 214 (TYPE 2) 1-BEDROOM APARTMENT B02 STAIR B C02 CHASE 211 (TYPE 2) 1-BEDROOM APARTMENT H/VI PANIC PUSHBUTTON REPEATER FCU-9 e601 4 (TYP FOR 2ND AND 4TH FLOOR ONLY) A/VB A/VB 9 9 2 2 9 99 2 2 9 3 3 4 4 4 4 1 e801 5 LVPH1/20 LVPH1/4 6 18 EF-3 LVPEM/5 8 TOP OF 5TH FLOOR STAIRWELL ONLY PROVIDE (1) DUCT TEST STATION ON 5TH FLOOR ONLY FOR DOAS UNIT 43 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 5TH FLR ONLY 10 PROVIDE (2) DUCT TEST STATIONS ON EACH FLOOR FOR SMOKE DAMPER DUCT DETECTORS E.10 LVPLS/98'-0" AFF CL LI EF-3 48 48" AOR 1 e801 300 CORRIDOR 2 3 4 A C D A.5 B B.1 B03 STAIR B 316 I.T. CLOSET BCC-332 E.10 317 CUST. plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e103TYPICAL FLOORS 2 - 5 - ELECTRICAL LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 TYPICAL SECOND THRU FIFTH FLOOR PLAN - ELECTRICAL e103 ELECTRICAL DRAWING NOTES 1 PROVIDE EXIT SIGN AND CONNECT TO A 20A/1P CIRCUIT BREAKER IN PANEL LVPLS/2 USING 2-#12, 1-#12EG IN 1/2" CONDUIT. LOCK CIRCUIT BREAKER IN ON POSITION. 2 CONNECT LUMINAIRE TO LIFE SAFETY BRANCH CIRCUIT IN PANEL LVPLS, CIRCUIT 4. 3 ON SECOND AND FOURTH FLOORS ONLY, PROVIDE 120VAC, SMOKE DETECTOR IN BEDROOM AND COMBINATION SMOKE AND CO DETECTOR OUTSIDE BEDROOM, WITH AUDIBLE AND VISUAL BASE AND BATTERY BACK-UP. CONNECT BRANCH CIRCUIT TO THE LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. PROVIDE WIRING BETWEEN THE DEVICES SUCH THAT IF ONE DEVICES GOES INTO ALARM, ALL AUDIBLE AND VISUAL BASES WILL SOUND. 4 ON SECOND AND FOURTH FLOORS ONLY, MOUNT DOORBELL WITH STROBE AT 80" ABOVE FINISHED FLOOR TO BOTTOM OF BOX. CONNECT TO DOORBELL PUSHBUTTON. 5 CONNECT TO LVP4/ CIRCUIT 1 FOR 3RD FLOOR, CIRCUIT 3 FOR 4TH FLOOR, AND CIRCUIT 5 FOR 5TH FLOOR RECEPTACLE CIRCUITS. 6 CONNECT TO LVP4 CIRCUIT 2 FOR 3RD, 4TH, AND 5TH FLOORS LIGHTING CIRCUIT. 7 PROVIDE 4" SLEEVE ABOVE ACCESSIBLE CEILING SPACE. FIRE STOP AS REQUIRED. 8 CONNECT TO LVPEM/ CIRCUIT 7 FOR 3RD FLOOR, CIRCUIT 9 FOR 4TH FLOOR, AND CIRCUIT 11 FOR 5TH FLOOR RECEPTACLE CIRCUITS. 9 CONNECT LUMINAIRE TO LIFE SAFETY BRANCH CIRCUIT IN PANEL LVPLS, CIRCUIT 6. 10 LOCATION OF SMOKE DAMPER PROVIDED BY DIVISION 23. PROVIDE120 VOLT BRANCH CIRCUIT FROM LVPLS1/35 AND CONNECT THE SMOKE DAMPER. PROVIDE A FIRE ALARM CONTROL MODULE TO CONTROL THE DAMPER. WIRE THE DAMPER SUCH THAT IT IS POWERED ON. FURNISH DUCT DETECTOR AND PROVIDE DUCT TEST STATION. WIRE TO FIRE ALARM SYSTEM. N 1/8" = 1'-0"2 PARTIAL THIRD FLOOR PLAN - ELECTRICAL # H M M M S S S D EG-1 LH GFI LS X3 WP TOP OF SHAFT LH LH ODU-1 WP GFILS 8'-0" AFF CL 8'-0" AFF CL 22 DOAS-1 1 LVPLS/3 LVPLS/26,28,30 1 LVPLS/5 30AF 30AS60AF 60AS 10 e701 6 7 WP 6 e702 GFI WP 3 2 2 BLOCK HEATER AND BATTERY CHARGER LVPH4/5 1 2 3 4 5 6 7 8 10 11 12 1413 16 A C D E F G H I A.5 B 7.6 B.1 15.5 15.6 H.3 9 RADON FAN. COORDINATE EXACT LOCATION WITH ARCHITECT (TYP) RADON FAN. RADON FAN. RADON FAN. RADON FAN. LVPH4/6 LVPH4/6 LVPH4/6 LVPH4/6 LVPH4/8 LVPH4/8 LVPH4/8 E.10 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e104ROOF PLAN - ELECTRICAL LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/8" = 1'-0"1 ROOF PLAN - ELECTRICAL e104 ELECTRICAL DRAWING NOTES 1 PROVIDE EXIT SIGN AND CONNECT TO A 20A/1P CIRCUIT BREAKER IN PANEL LVPLS/2 USING 2-#12, 1-#12EG IN 1/2" CONDUIT. LOCK CIRCUIT BREAKER IN ON POSITION. 2 CONNECT LUMINAIRE TO LIFE SAFETY BRANCH CIRCUIT IN PANEL LVPLS, CIRCUIT 4. 3 CONNECT TO FIFTH FLOOR CORRIDOR RECEPTACLE CIRCUIT. # N TV TV IC 3D 3DF F SD PP S S MMS M MSF S 3 3D F F TV TV D S S PP MS M 3D3IC F M MSTV TV S 33D S S F PP F 3D 3D ICF MS M M MS VSS 207 (TYPE 2) 1-BEDROOM APARTMENT 44" GFI TR 48" 44" GFI TR 44" GFI TR 44" GFI TR 44" TR GFI A 44" TR TR TR TR TR TR TR TR TR TR TR TR TR LC202 LC LC LC LA LC LA LA LC LA LB 1 2 2 3 3 EF-1 VRP-12KA 4 5 7AB AB 8 8 910 LC202/1LC202/3 LC202/4 LC202/7 LC202/6 LC202/8,10 a,b a 7 15 LF d ed e f fdLA EQEQEQEQEQ EQ EQ EQ S LC202/2 F/L b LE LC202/5 2 3 6 LF LC202/9,11 7 8 D E F 7.6 9 A 48" 44" TR44" TR GFI 44" GFI TR 44" GFI TR 44" GFI TR 44" GFI TR TR TR TR TR TR TR TR TR TR TR TR TR TR LA LBLC LC LC LA LA LA LC LC213 1 2 3 4 5 7 8 9 10 AB 8 AB 3 2 VRP-12KA LC213/4 LC213/5 LC213/6 LC213/8,10 202 (TYPE 4) 1-BEDROOM APARTMENT b,c b LF 6 15 LA EQ EQ EQEQe e EQ EQ EQEQEQEQEQ EQ a a e a LC213/3 LC213/2 f f c LC213/7 LE S EF-1 2 3 LF 7 F/L LC213/1 LC213/9,11 1413 16 G H I 15.5 15.6 H.3 48" TR 44" GFI TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR 44" GFI TR 44" GFI TR 44" GFI TR A 44" TR LA LC LA LB LCLC LA LC LC214 LA 1 2 3 4 5 7 8 9 10 AB AB 8 2 3 LC214/2 LC214/3 LC214/4 LC214/5 LC214/6 LC214/7 LC214/8,10 LC214/9 201 (TYPE 3) 1-BEDROOM APARTMENT LF 7 15 c,d c 44" GFI TR LA 5' - 8 3/32"8' - 0"5' - 9 21/32"6' - 11 1/2"6' - 8 1/4"EF-1 VRP-12KA LC214/1 a a a b f bf d LE b F/L S 6 LF 2 3LC214/11,13 LA 11 12 13 F G H I H.3 48" 48" 48" 48" 48" 48" LI ¼" X 2" X 12" GROUND BAR AT 7'-0" AFF 4 e702 5 e702 11 216 I.T. CLOSET 12 LVPH4 13LVPLS/6 14 PROVIDE WALL MOUNTED DATA EQUIPMENT CABINET ON EACH FLOOR LVPEM/15 LVPEM/16 2 C plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e601ENLARGED PLANS - ELECTRICAL LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/4" = 1'-0"1 ENLARGED UNIT 2 - ELECTRICAL 1/4" = 1'-0"2 ENLARGED UNIT 3 - ELECTRICAL 1/4" = 1'-0"3 ENLARGED UNIT 4 - ELECTRICAL e601 ELECTRICAL DRAWING NOTES 1 PROVIDE LOAD CENTER. MOUNT AT 48" AFF TO THE TOP OF THE LOAD CENTER. 2 AT EACH APARTMENT VOICE/DATA OUTLET, PROVIDE (2) CATEGORY 6 VOICE CABLES BACK TO THE APARTMENT MECHANICAL ROOM FOR VOICE/DATA. TERMINATE ON THE WALL MOUNTED PATCH PANEL. PROVIDE ALL TESTING, AND LABELING. PROVIDE COVER PLATE. 3 AT EACH TELEVISION OUTLET, PROVIDE (1) RG6/U CABLE FROM THE OUTLET BOX BACK TO THE SPLITTER LOCATED IN APARTMENT MECHANICAL ROOM. LABEL CABLE. PROVIDE ALL SPLITTERS, TERMINATIONS, AND TESTING. REFER TO CATV RISER DIAGRAM FOR MORE INFORMATION 4 IN EACH APARTMENT MECHANICAL ROOM, PROVIDE 12 PORT PATCH PANEL. PROVIDE (1) CATEGORY 6 CABLE FROM PATCH PANEL, BACK TO ** ROOM 125. TERMINATE THE CABLE AT THE 48 PORT WALL MOUNTED PATCH PANEL FOR VOICE CABLES. PROVIDE ALL TERMINATIONS, TESTING AND LABELING. 5 LOCATION OF SPLITTER IN THE APARTMENT MECHANICAL ROOM, PROVIDED BY SPECTRUM CABLE. PROVIDE RG6/U (MAXIMUM LENGTH OF 150') OR RG11/U (OVER 150' LENGTH) COAXIAL CABLE BACK TO ELECTRIC ROOM 125. LABEL CABLE AT EACH END. TIME WARNER TO PROVIDE ALL TERMINATIONS AND TESTING. 6 PROVIDE 15 CANDELA FIRE ALARM NOTIFICATION APPLIANCE. PREWIRE FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT FROM AOM IN THE CORRIDOR TO JUNCTION BOX FOR FUTURE ADA ADAPTABILITY. REFER TO FIRE ALARM SYSTEM RISER FOR WIRING DETAILS. 7 PROVIDE LOW FREQUENCY, 110 CANDELA FIRE ALARM NOTIFICATION APPLIANCE. PREWIRE FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT FROM AOM IN THE CORRIDOR TO JUNCTION BOX FOR FUTURE ADA ADAPTABILITY. REFER TO FIRE ALARM SYSTEM RISER FOR WIRING DETAILS. 8 PROVIDE 120VAC, MULTIPLE STATION COMBINATION SMOKE DETECTOR, WITH AUDIBLE BASE. CONNECT BRANCH CIRCUIT TO THE LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. PROVIDE WIRING BETWEEN THE DEVICES SUCH THAT IF ONE DEVICE GOES INTO ALARM, ALL AUDIBLE BASES WILL SOUND. 9 PROVIDE TWO SWITCHES TO CONTROL THE HOOD LIGHT AND THE OTHER TO CONTROL THE HOOD EXHAUST FAN. CONNECT THE RANGE HOOD VIA THE KITCHEN RECEPTACLE CIRCUIT. INSTALL IN CABINET VALANCE FACE. PROVIDE STAINLESS STEEL COVER PLATE AND BLACK SWITCHES. IN ADA UNIT, PROVIDE WIRING IN CONDUIT. 10 PROVIDE NEMA 14-50R RECEPTACLE FOR RANGE. PROVIDE 3/C #6 + #10EG TYPE NM CABLE FROM A 50A/2P CIRCUIT BREAKER IN THE APARTMENT PANEL. 11 PROVIDE (2) 4" SLEEVES ABOVE ACCESSIBLE CEILING SPACE. FIRE STOP AS REQUIRED. 12 PROVIDE 4'x8'X3/4" PLYWOOD BACKBOARD AT 6" A.F.F. PAINT WITH 2 COATS FIREPROOF GRAY PAINT. 13 PROVIDE PANEL LVP4 ON FOURTH FLOOR ONLY. 14 PROVIDE 4" CONDUIT BETWEEN EACH FLOOR. 1/4" = 1'-0"4 ENLARGED IT CLOSET - ELECTRICAL N # PVC CONDUIT THREADED CAP ON ALL SPARES TO COUPLING, PULLBOX, PANEL ECT. PVC TO RIGID ADAPTER PROVIDE ENGRAVED NAMEPLATE ON CONDUITFINISHED FLOOR WRAP ALL JOINTS 100% WATERTIGHT SEAL VAPOR BARRIER TO CONDUIT RIGID HOT DIPPED GALVANIZED CONDUIT BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH LIFT SAND BED ENVELOPE AS CALLED FOR ON PLANS. WHERE CONDUIT STUBS UP UNDER FLOOR MOUNTED EQUIPMENT SUCH AS SWITCHGEAR, PROVIDE PVC ELBOWS IN LIEU OF RIGID SHOWN. AT EACH CONDUIT STUB-UP, AFFIX ENGRAVED PLASTIC NAMEPLATE INDICATING CONDUIT NO. OR CIRCUIT IDENTIFICATION. ATTACH WITH NYLON CABLE TIE. NOTES: 2 NO SCALE CONDUIT STUB-UP INSIDE BUILDING DETAIL 1. 2. 1 NO SCALE 12" 6'-0" 1 2 4 5 6 7 3 8 9 1 2 3 4 5 6 7 8 9 CONDUIT RISER AT UTILITY POLE DETAIL NOTES: POLE BY UTILITY COMPANY. TERMINATE RACEWAY AT HEIGHT DICTATED BY UTILITY COMPANY. TERMINATE AND CAP SPARE RACEWAY. MINIMUM 3'-0" BELOW GRADE. (2) 4" PVC, SCHEDULE 40 CONDUITS. SANDBED ENVELOPE, MINIMUM 3" COVER ON ALL SIDES. ENCASEMENT SHALL RUN FROM 6'-0" OFF OF POLE TO RACEWAY TERMINATION AT TRANSFORMER PAD. PVC TO RIGID STEEL CONDUIT ADAPTER. (2) 4" GALVANIZED, RIGID STEEL CONDUITS. 90 x 36" RADIUS SWEEP ELBOWS. NO SCALE 3 GENERAL NOTES: 2' VERTICAL COMMON TRENCH SEPERATION DETAIL COMMON TRENCH 600V SERVICE CABLE IN CONDUIT OR DIRECT BURIED OTHER UTILITIES COMMUNICATIONCATV GAS MIN. 8'12" A. B, NO SEWER/WATER/DRAINAGE/BRANCH CIRCUIT WIRING OR CUSTOMER FUEL LINE IN COMMON TRENCH. IF OTHER UTILITIES, SUCH AS CUSTOMER SEWER, WATER, DRAINAGE, BRANCH CIRCUIT WIRING, OR CUSTOMER FUEL LINE, CROSS THE ELECTRIC OR COMMON TRENCH, A MINIMUM 2' OF VERTICAL SEPARATION MUST BE MAINTAINED. 12" 4 NO SCALE DIRECT BURIED CONDUIT DETAIL ONE DUCT 40" MIN. GRASS AREAS BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH LIFT. PAVEMENT AREAS BACKFILL WITH #2 CRUSHED STONE IN 6" LIFTS. COMPACT AFTER EACH LIFT. 3" SCREENED TOP SOIL AROUND CONDUIT 4" SCREENED TOP SOIL FOR GRASS AREAS. PAVEMENT AS REQUIRED6" WIDE, RED PLASTIC TAPE WITH WORDING "CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE FINISH GRADE 5 NO SCALE DIRECT BURIED CONDUIT DETAIL TWO DUCTS 40" MIN. 7 1/2" GRASS AREAS BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH LIFT. PAVEMENT AREAS BACKFILL WITH #2 CRUSHED STONE IN 6" LIFTS. COMPACT AFTER EACH LIFT. 3" SCREENED TOP SOIL AROUND CONDUIT 4" SCREENED TOP SOIL FOR GRASS AREAS. PAVEMENT AS REQUIRED6" WIDE, RED PLASTIC TAPE WITH WORDING "CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE FINISH GRADE 7 1/2" 40" MIN. 7 1/2" 6 NO SCALE DIRECT BURIED CONDUIT DETAIL THREE DUCTS GRASS AREAS BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH LIFT. PAVEMENT AREAS BACKFILL WITH #2 CRUSHED STONE IN 6" LIFTS. COMPACT AFTER EACH LIFT. 3" SCREENED TOP SOIL AROUND CONDUIT 4" SCREENED TOP SOIL FOR GRASS AREAS. PAVEMENT AS REQUIRED6" WIDE, RED PLASTIC TAPE WITH WORDING "CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE FINISH GRADE 7 NO SCALE DIRECT BURIED CONDUIT DETAIL FOUR DUCTS 7 1/2" 40" MIN. 7 1/2" GRASS AREAS BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH LIFT. PAVEMENT AREAS BACKFILL WITH #2 CRUSHED STONE IN 6" LIFTS. COMPACT AFTER EACH LIFT. 3" SCREENED TOP SOIL AROUND CONDUIT PROVIDE SPACERS TO ENSURE EVENINSTALLATION. 4" SCREENED TOP SOIL FOR GRASS AREAS. PAVEMENT AS REQUIRED6" WIDE, RED PLASTIC TAPE WITH WORDING "CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE FINISH GRADE 11PROTECTIVE BOLLARD DETAIL SUBGRADE PAINT YELLOW PAVEMENT OR GRADE NO SCALE 3,000 PSI CONCRETE CONCRETE CAP -ROUND OFF TOP 6" DIAMETER SCHEDULE 40 GALVANIZED PIPE FILLED WITH 3,000 PSI CONCRETE 1/2" EXPANSION JOINT FILLER WITH SEAL 4'-0" MIN. 4'-0" MIN. 6" 6"6" 6"2'-0" 2'-0" WP GFI PROVIDE RECEPTACLE AT GENERATOR 4-#10, 1-#10EG, 1" C 28 26 30 TO LVPEM 200A/3P (3) 20A/1P 10 NO SCALE EMERGENCY GENERATOR SCHEMATIC WIRING DIAGRAM JJ DIGITAL CONTROL PANEL (FURNISHED WITH GENERATOR) CONNECT BATTERY CHARGER 2-#12, 1-#12EG, 1/2"C 2-#12, 1-#12EG, 1/2"C (10) #18 SHIELDED TWISTED PAIR IN 1"C OR AS REQUIRED BY MANUFACTURER LVPLS/26 (20A/1P C.B., BLOCK HEATER) LVPLS/28 (20A/1P C.B., BATTERY CHARGER) LVPLS/30 (20A/1P C.B., GFI RECEPTACLE) INSTALL ANNUNCIATOR PANEL FURNISHED WITH GENERATOR. INSTALL IN RECEPTION OFFICE 003 ATS-EM 208Y/120V 200A/3P TO TELEPHONE TERMINAL BLOCK CONNECT BLOCK HEATER (1) #18 SHIELDED TWISTED PAIR IN 1/2 "C FOR GENERATOR START SIGNAL (2) #22 AWG TWISTED PAIR, 3/4 "C (2) ENCLOSED CIRCUIT BREAKERS IN GENERATOR ENCLOSUREEMERGENCY GENERATOR 60KW/75KVA 208Y/120V NATURAL GAS LOCATED ON ROOF PROVIDE EMERGENCY STOP BREAK- GLASS PUSHBUTTON. INSTALL OUTSIDE OF GENERATOR ROOM OR EXTERNAL TO THE WEATHERPROOF ENCLOSURE 2-#14, 1/2"C TO LVPLS ATS-LS 208Y/120V 60A/3P 60A/3P 4-#4/0, 1-#4EG IN 4" C 4-#4, 1-#8EG IN 4"C TOP VIEW SIDE VIEW 9CONCRETE EQUIPMENT PAD DETAIL 6" x 6" 10/10 WIRE MESH FINISH GRADE NO SCALE PAD SHOULD BE A MINIMUM OF 6" LARGER THAN THE EQUIPMENT ENCLOSURE ON ALL SIDES 6" x 6" 10/10 WELDED WIRE MESH PROVIDE 1", 45 DEGREE CHAMFER ON ALL SIDES 3000 PSI CONCRETE EQUIPMENT PAD 4" 6" 12 NO SCALE 6" 42" 2" 30"36" CHAMFER ALL EDGES ELECTRICAL CONDUIT PER SITE PLAN #4 REBARS AT EACH CORNER VERTICAL #3 TIES AT 12" O.C. HORIZONTAL 12" ROUND CONCRETE BASE BY E.C. VERIFY WITH BOLLARD MFGR. FINISHED GRADE BOLLARD WITH LIGHT BASE DETAIL 8 NO SCALE DIRECT BURIED CONDUIT DETAIL SIX DUCTS 40" MIN. 7 1/2" 7 1/2"7 1/2" GRASS AREAS BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH LIFT. PAVEMENT AREAS BACKFILL WITH #2 CRUSHED STONE IN 6" LIFTS. COMPACT AFTER EACH LIFT. 3" SCREENED TOP SOIL AROUND CONDUIT PROVIDE SPACERS TO ENSURE EVENINSTALLATION. 4" SCREENED TOP SOIL FOR GRASS AREAS. PAVEMENT AS REQUIRED6" WIDE, RED PLASTIC TAPE WITH WORDING "CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE FINISH GRADE plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e701ELECTRICAL DETAILSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1 NO SCALE VAULT TYPE TRANSFORMER PAD DETAIL #2 CRUSHED STONE, 8" DEEP 10'-0" MINIMUM TO BUILDING TRANSFORMER PAD (72"x72") 20"x40" OPENING 5/8"x8' LONG GROUND ROD (TYP OF 4) 2-250 KCM BARE COPPER GROUND WIRE AT 36" BELOW GRADE STANDARD COVER RG&E STANDARD MC-101M OR EQUAL BY QUAZITE RG&E STANDARD MC-100 OR EQUAL BY QUAZITE 5/8"x8' GROUND ROD 6" 6" 9" 4'-0" 2'-2" 6'-0" 6'-0" 6" 1'-4" 3'-4"1'-8" 1'-0" 18" NOTES: VAULT TYPE PADS SHALL BE PRE-CAST CONCRETE OR PRECAST POLYMER CONCRETE, AS PERMITTED BY THE UTILITY. PROVIDE (1) 5/8 " X 8' COPPER GROUND ROD IN CORNER OF VAULT.PROVIDE #2 BARE COPPER GROUND RING TO BE INSTALLED 3' FROM THE VAULT AND BURIED A MINIMUM OF 36" DEEP. ATTACH BOTH ENDS OF THE GROUND RING TO THE GROUND ROD. PROVIDE A MINUMUM OF 3" OF #2 CRUSHED STONE BASE. INSTALL PER UTILITY SPECIFICATIONS. COORDINATE INSTALLATION WITH UTILITY. 1. 2. 3. 4. 5. N L1 L2 L3 GROUND BUS NEUTRAL BUS 2 NO SCALE SERVICE ENTRANCE GROUNDING DETAIL GROUNDING ELECTRODE SYSTEM NOTES: SERVICE ENTRANCE DISCONNECTING MEANS GROUNDED CONDUCTOR SERVICE ENTRANCE CONDUCTORS PROVIDE ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER SPECIFICATIONS. IF NO SIZE SPECIFIED, PROVIDE INSULATED COPPER CONDUCTOR SIZED PER N.E.C. TABLE 250-94. 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 AND 4. BUILDING STRUCTURAL STEEL. MADE GROUNDING ELECTRODE. REFER TO "MADE GROUNDING ELECTRODE-GROUND GRID" DETAIL AND SPECIFICATIONS. MAIN BONDING CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR SIZED PER N.E.C. ARTICLE 250-94. BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARE COPPER BONDING JUMPER SIZED PER N.E.C. ARTICLE 250-79. WATER MAIN FOOTER STEEL GROUND STEEL BUILDING STEEL 1 2 3 4 5 6 1 6 5 4 NO SCALE GROUND BAR ON WALL TWO HOLE COMPRESSION LUG GROUND WIRES BY EQUIPMENT VENDOR GROUND BAR CONNECTION DETAIL DRAWING NOTES: 5 NO SCALE GROUND BAR DETAIL 2" 2" 1" 7/16" DIA. COPPER GROUND BAR, 1/4"x4"x12" (MAIN SERVER RM) OR 1/4"x2"x12" (IT RMS), NEWTON INSTRUMENT CO. OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR EQUAL. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUAL. 5/8-11 x 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL. LONG BARREL DOUBLE HOLE COMPRESSION LUG 3 4 5 1 2 6 1 2 3 4 5 6 GENERAL NOTES: 6 NO SCALE ROOF RECEPTACLE STUB-UP DETAIL GALVANIZED CONDUIT (SIZE AS REQUIRED) WEATHERPROOF DUPLEX RECEPTACLE WITH SPRING-LOADED CAP. KEY LOCKABLE, WEATHER- PROOF ENCLOSURE SHALL BE MARKED "SUITABLE FOR WET LOCATIONS WHILE IN-USE." SEALTIGHT CONNECTOR FLASH AND SEAL ROOF PENETRATION AS REQUIRED TO MAINTAIN ANY ROOF WARRANTEE. PROVIDE THE SERVICES OF A QUALIFIED ROOFING CONTRACTOR. FINISHED FLOOR CEILING AAB12 AAB13 4" MINIMUM 7 NO SCALE FLUSH VOICE/DATA OUTLET INSTALLATION DETAIL PROVIDE 1/2" CONDUIT INSIDE NEW WALL PROVIDE 4 11/16" SQUARE x 2 1/8" DEEP BACKBOX WITH SINGLE GANG MUD RING PROVIDE 2-GANG BACKBOX WITH DOUBLE DUPLEX RECEPTACLE, FLUSH MOUNTED PROVIDE 1" CONDUIT WITH PULLSTRING TO CEILING SPACE WALL CAT 5 SPARE SPARECAT 5 CASE A CASE B CASE C NO SCALE 8TYPICAL CABLE HANGER DETAIL BACKBONE UTP COAX AND FIBER COAX AND FIBER BACKBONE UTP OPTICAL FIBER AND COAX BACKBONE UTP (WHERE APPLICABLE) CAT 5 CABLES (PROVIDE HANGER SIZE AND QUANTITY AS REQUIRED) SPARE HANGER (PROVIDE ONE PER RUN) NOTE: PROVIDE HANGERS IN CONFIGURATIONS OR COMBINATIONS OF CONFIGURATIONS SHOWN AS REQUIRED TO SUIT SITE CONDITIONS IN ALL CASES PROVIDE A SPARE HANGER RUN FOR FUTURE CABLING. 1. FTPANELBOARDDISCONNECTTHERMOSTAT LIGHT SWITCHCARD ACCESSVOICE/DATA OUTLETDUPLEX RECEPTACLE6'-8"6'-0"5'-0" 4'-0"4'-0"4'-0"4'-0"4'-0" 1'-6"1'-6"1'-6" 4'-0" NO SCALE 9TYPICAL DEVICE MOUNTING ELEVATIONS NOTES:FIRE ALARMAUDIO/VISUALAND VISUALDEVICEIN LOCATIONS WHERE SIMILAR DEVICES ARE MOUNTED AT THE SAME HEIGHT, DEVICES SHALL BE PROPERLY "GANGED" AND SHALL HAVE A SINGLE COVER PLATE. IN LOCATIONS WHERE DIFFERENT DEVICES ARE MOUNTED AT DIFFERENT HEIGHTS WITHIN FOUR FEET OF ONE ANOTHER, DEVICES SHALL BE MOUNTED SUCH THAT THEY HAVE A COMMON CENTERLINE. IF THERE ARE THREE OR MORE DEVICES, THE CONTRACTOR SHALL REQUEST A DETAIL FROM THE ARCHITECT. 1. 2.FIRE ALARMPULL STATIONWALL MOUNTEDTELEPHONEDUPLEX RECEPTACLEMECH. ROOM, GARAGESDESK TOP TELEPHONE/CATV OUTLETFINISHED FLOOR 4'-0"APARTMENT LOAD CENTER3 NO SCALE GASKETED HAND HOLE 1" x 45° CHAMFER #3 TIES 12" ON CENTER #6 BARE COPPER GRD. WIRE MECH. COMPR. CONNECTION PVC SCHEDULE 80 CONDUIT GALVANIZED CONDUIT "ELL." (4) #8 VERTICAL REINFORCEMENT BAR 4000 P.S.I. CONCRETE5'-0" MIN. DOWNTO SOLID BEARING1. 2. FINISHED GRADE (PAVEMENT) BOLT OR MECH. COMPR. GROUND WIRE TO POLE PROVIDE IN-LINE BALLAST FUSES. PROVIDE (2) BUSSMANN "TRON" WEATHERPROOF FUSE HOLDERS, CAT# HEB-AB WITH (2) 10A "KTK" FUSES FOR EACH LUMINAIRE. (4)-36" x 1" DIA. ANCHOR BOLTS GALVANIZED STEEL TO PVC CONDUIT CONNECTOR ROUND FORMED CONCRETE BASE 24" DIA. CONCRETE BASE TOP OF POLE BASE TO BE MEASURED FROM ADJACENT PAVEMENT GRADE. CENTER LIGHT POLES IN ISLANDS. OUTSIDE DIMENSIONS OF ISLANDS ARE 9'-0" X 36'-0". NOTES: 5/8" DIA. x 8' COPPERWELD GROUND ROD (LIGHTNING PROTECTION) LIGHT POLE BASE DETAIL POLE BASE SCHEDULE POLE HEIGHT BASE DIAMETER 39' AND UP 30" DIAMETER 30' - 38' 24" DIAMETER 20' - 29'18" DIAMETER 15" DIAMETER19' AND BELOW 6" IN LAWN 2' IN PAVEMENT 16'-0" plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e702ELECTRICAL DETAILSLAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 F F F F FFFF S H EC H F TS S H EC S F TS F F H AOM AOM F F COMMON AREA DEVICES ELEV. LOBBY 120V ELEV. LOBBY FACP/ FARPS DIGITAL COMMUNICATOR COMMON AREA DEVICES TWO TELEPHONE LINES S ST AUX AUX AUX 24 VOLT DC GROUND FLOOR SLC RESIDENT UNITS TYP 2ND -5TH FLOORS SLC RESIDENT ROOMS TYP 2ND -5TH FLOORS SLC COMMON AREAS GROUND FLOOR SLC COMMON AREAS TYP 2ND -5TH FLOORS NAC COMMON AREAS GROUND FLOOR NAC COMMON AREAS TO NEXT APT. CO SENSOR, ICP OR END OF LINE 24 VOLT DC TO NEXT APT. CO SENSOR, ICP OR END OF LINE TO NEXT NOTIFICATION DEVICE OR END OF LINE TO NEXT NOTIFICATION DEVICE OR END OF LINE TYPICAL ACCESSABLE APARTMENT CONFIGURATION TYPICAL ACCESSABLE APARTMENT CONFIGURATION 120V ST AUX ELEV. MECH RM SHUNT TRIP ELEV. PIT SHUNT TRIP TO NEXT ADDRESSSABLE DEVICE/MODULE TO NEXT ADDRESSSABLE DEVICE/MODULE LVPLS/1 NO SCALE 1FIRE ALARM RISER DIAGRAM DRAWING NOTES: INSTALL ICP AND AUDIO/VISUAL FIRE ALARM DEVICES IN ACCESSIBLE UNIT ONLY. ALL OTHER UNITS SHALL BE PREWIRED AS INDICATED SUCH THAT FUTURE ADDITION OF REQUIRED DEVICES FOR ACCESSIBLE UNITS IS AVAILABLE. THIS DRAWING IS DIAGRAMMATIC ONLY. FUNCTIONS SHOWN AS HARDWIRED MAY BE ACCOMPLISHED THROUGH THE USE OF INTELLIGENT DEVICES AND SOFTWARE. 1. NOTES: 1 11 1 11 1 F F LOW FREQUENCY LOW FREQUENCY REMOTE ANNUNCIATOR S TV TV T A T TV TV TV T T TV NO SCALE CATV SYSTEM RISER DIAGRAM 5 RG6/U DROP CABLE (TYPICAL) 8-PORT DIRECTIONAL TAP (TYPICAL) RG11/U BACKBONE CABLE (TYPICAL) WALL MOUNT TAPS IN APARTMENT MECHANICAL CLOSET 2ND FLOOR CATV SPLITTER BY CATV COMPANY RG11/U BACKBONE CABLE GROUND FLOOR WALL MOUNTED BROADBAND AMPLIFIER BY CATV COMPANY 4" PVC-80, DIRECT BURIED FOR CATV. REFER TO SITE PLAN FOR MORE INFORMATION RG6/U DROP CABLE (TYPICAL) RG11/U BACKBONE CABLE (TYPICAL) TELE/DATA LOCATED IN SERVER 008 TYPICAL APARTMENT TYPICAL APARTMENT COMMUNITY ROOM LOUNGE BR1LR BR1LRS S TV TV T T TV WALL MOUNT TAPS IN APARTMENT MECHANICAL CLOSET RG6/U DROP CABLE (TYPICAL) RG11/U BACKBONE CABLE (TYPICAL) TYPICAL APARTMENT LOUNGEBR1LR S S 3RD FLOOR TV TV T T TV WALL MOUNT TAPS IN APARTMENT MECHANICAL CLOSET RG6/U DROP CABLE (TYPICAL) RG11/U BACKBONE CABLE (TYPICAL) TYPICAL APARTMENT LOUNGEBR1LR 4TH FLOOR TV TV T T TV WALL MOUNT TAPS IN APARTMENT MECHANICAL CLOSET RG6/U DROP CABLE (TYPICAL) RG11/U BACKBONE CABLE (TYPICAL) TYPICAL APARTMENT LOUNGEBR1LR 5TH FLOOR NO SCALE 2INTERCOM WIRING DIAGRAM 120 VOLTS ENTRY PANEL AUDIO LINE, 485 BUS AND LOW VOLTAGE POWER TRANSFORMER TWISTED PAIR MASTER STATION LOCATED IN RECEPTION/SECURITY OFFICE ENTRY PANEL LOCATED AT FRONT DOOR DOOR STRIKE SUITE STATION SUITE STATION SUITE STATION MASTER STATION NO SCALE 3LIGHTING CONTROL PANEL WIRING DIAGRAM CATEGORY 5 CABLE (TYPICAL) BLDG MTD SIGN LIGHTING CONTROL PANEL ANALOG PHONE LINE LVPLS/10 SITE POLE LTG LCD BLUE BOX LT PANEL WITH INTEGRAL TIME CLOCK LCD PHOTOCELL CONTROL OUTPUT COMMON +24V dc POWER PACK LINE NEUTRAL 120V CONTROL OUTPUT COMMON +24V dc CONTROL OUTPUT COMMON +24V dc LOAD-a LOAD-b NO SCALE OCCUPANCY SENSOR DETAIL 4 CEILING MOUNTED OCCUPANCY SENSOR ADDITIONAL CEILING MOUNTED OCCUPANCY SENSOR AS REQUIRED 3-WAY SWITCH a WALL SWITCH b PROVIDE 3-WAY AND/OR DUAL LEVEL SWITCHING AS CALLED FOR ON PLANS 3-WAY SWITCHWALL SWITCH ADDITIONAL CEILING MOUNTED OCCUPANCY SENSOR AS REQUIRED plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e703ELECTRICAL WIRING DIAGRAMS LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 NO SCALE ELEVATOR POWER WIRING DIAGRAM 3 S S SH SS M N ELEVATOR SHAFT SMOKE HATCH TO ELEVATOR CONTROLLER GROUND FLOOR LOBBY SMOKE DETECTOR ELEVATOR CONTROLLER ELEVATOR WIRING BY ELEVATOR SUPPLIER TO NEAREST 120V RECEPTACLE CIRCUIT ST HH ELEVATOR SHAFT HEAT DETECTOR (BOTTOM) ELEVATOR SHAFT HEAT DETECTOR (TOP) ST 60A/3P 2ND FLOOR LOBBY SMOKE DETECTOR ELEVATOR SHAFT SMOKE DETECTOR LVPHP 20A/1P NOTES: 1.THIS DRAWING IS DIAGRAMMATIC ONLY. FUNCTIONS SHOWN AS HARDWIRED MAY BE ACCOMPLISHED THROUGH THE USE OF INTELLIGENT DEVICES AND SOFTWARE. TO ELEVATOR CONTROLLER TO ELEVATOR CONTROLLER S 3RD FLOOR LOBBY SMOKE DETECTOR GROUND FLOOR LOBBY SMOKE DETECTOR ELEVATOR CONTROLLER SHUNT TRIP CIRCUIT BREAKER AUXILIARY CONTACT 60A/3P FUSED SWITCH WITH 60 AMP FUSES AND ELECTRICAL INTERLOCK KIT. LOCATE AS SHOWN ON PLANS. PROVIDE 2-#12 IN ½"C TO ELEVATOR CONTROLLER 60A FUSIBLE DISCONNECT SWITCH ELECTRICAL INTERLOCK KIT 60A NON-FUSIBLE ELECTRICAL INTERLOCK KIT 2-#12 IN ½"C 3-#4, 1-#4EG IN 1 ¼"C 60A NON FUSED SWITCH WITH ELECTRICAL INTERLOCK KIT. LOCATE AT TOP OF ELEVATOR SHAFT. PROVIDE 2-#12 IN ½"C TO ELEVATOR CONTROLLER 60A/3P SHUNT TRIP CIRCUIT BREAKER WITH AUXILIARY CONTACT. PROVIDE 2-#12 IN ½"C TO ELEVATOR CONTROLLER S 4TH FLOOR LOBBY SMOKE DETECTOR S 5TH FLOOR LOBBY SMOKE DETECTOR 13141516121110987654321 2419171821202223 25262728 2930 40353231333437363839 44414243 46454748 13141516121110987654321 2419171821202223 25262728 2930 40353231333437363839 44414243 46454748 2 4 1 1 1 3 3 1 2 3 4 5 5 WALL CABINET 48 PORT FIBER HORIZONTAL WIRE MANAGEMENT WALL EQUIPMENT RACK 48 PORT CATEGORY 6 PATCH PANEL 48 PORT OPTICAL FIBER PATCH PANEL DATA A DATA B NO SCALE TELE/DATA RACK ELEVATION 1 (6) OUTLET SURGE PROTECTED POWER STRIP RACK/CABINET ELEVATIONS EQUIPMENT SCHEDULE SERVER ROOM 13141516121110987654321 2419171821202223 25262728 2930 40353231333437363839 44414243 46454748 13141516121110987654321 2419171821202223 25262728 2930 40353231333437363839 44414243 46454748 2 6 1 1 1 3 3 5 WALL CABINET 12 PORT FIBER DATA A DATA B TYP 2 - 5 IT ROOM 6 12 PORT OPTICAL FIBER PATCH PANEL GROUND FLOOR 0' -0" HOUSE AND HORIZON METERS 200A METER CHANNEL, 3 PH, 4 WIRE 1600A/3P MAIN CIRCUIT BREAKER 208Y/120 VOLTS, 3 PHASE, 4 WIRE INPUT, SERVICE ENTRANCE RATED PROVIDE 100 AMPERE RATED ALUMINUM TYPE SE CABLE FROM EACH METER CHANNEL TO THE RESPECTIVE APARTMENT LOAD CENTER. VERIFY CABLE ROUTING IN THE FIELD. COORDINATE SERVICE ENTRANCE WITH NYSEG FIVE-CHANNEL METER SECTION WITH 100A/2P MAIN CIRCUIT BREAKERS (25 METERS TOTAL) FIVE-CHANNEL METER SECTION WITH 100A/2P MAIN CIRCUIT BREAKERS (35 METERS TOTAL) 5 2 NO SCALE FIBER OPTIC WIRING DIAGRAM 6 STRAND MULTIMODE FIBER 13141516 12 11 10 9 8 7 6 5 4 3 2 12419171821202223 252627282930403532313334373638394441424346454748 48 PORT FIBER OPTIC PATCH PANEL 13141516 12 11 10 9 8 7 6 5 4 3 2 12419171821202223 252627282930403532313334373638394441424346454748 12 PORT FIBER OPTIC PATCH PANEL 2ND FLOOR IT RM 1ST FLOOR SERVER RM 008 13141516 12 11 10 9 8 7 6 5 4 3 2 12419171821202223 252627282930403532313334373638394441424346454748 12 PORT FIBER OPTIC PATCH PANEL 13141516 12 11 10 9 8 7 6 5 4 3 2 12419171821202223 252627282930403532313334373638394441424346454748 12 PORT FIBER OPTIC PATCH PANEL 13141516 12 11 10 9 8 7 6 5 4 3 2 12419171821202223 252627282930403532313334373638394441424346454748 12 PORT FIBER OPTIC PATCH PANEL 3RD FLOOR IT RM 4TH FLOOR IT RM 5TH FLOOR IT RM /// /// /// /// /// /// /// /// /// /// /// /// // Communication Line ////// ////// ////////// ////////# Note : Power wiring, breaker size, and disconnects should follow local code and NEC. Multi-frame outdoor units require a separate power connection for each frame. Refer to the most up-to-date submittal sheets for applicable electrical data. MCA : 63.2 MOP : 80 V,Hz : 3Phase/208~230V/60Hz ARUM241BTE5 Combi. : ARUM241BTE5 Additional Refrigerant : 42.43 lbs PRHR023A (BCC-4) RLA : 0.06 ARNU183M2A4 (#FCU-12) PREMTBVC0 RLA : 2.30 ARNU243M2A4 (#FCU-10) PREMTBVC0 RLA : 2.30 PRHR023A (BCC-3) RLA : 0.06 ARNU183M2A4 (#FCU-09) PREMTBVC0 RLA : 2.30 ARNU183M2A4 (#FCU-11) PREMTBVC0 RLA : 2.30 PRHR043A (BCC-2) RLA : 0.06 ARNU073M2A4 (#FCU-01) PREMTBVC0 RLA : 2.30 ARNU123M2A4 (#FCU-02) PREMTBVC0 RLA : 2.30 ARNU073M2A4 (#FCU-03) PREMTBVC0 RLA : 2.30 ARNU423M2A4 (#FCU-05) PREMTBVC0 RLA : 2.30 PRHR043A (BCC-1) RLA : 0.06 ARNU243M2A4 (#FCU-06) PREMTBVC0 RLA : 2.30 ARNU183M2A4 (#FCU-04) PREMTBVC0 RLA : 2.30 ARNU183M2A4 (#FCU-07) PREMTBVC0 RLA : 2.30 ARNU543M3A4(#FCU-08) PREMTBVC0 RLA : 2.50 Total RLA : 28.28 BY EC BY MC plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e704ELECTRICAL WIRING DIAGRAMS LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 1/4" = 1'-0"4 ELECTRIC SERVICE ELEVATION 1/8" = 1'-0"5 MULTI V5_DIAGRAM - ELECTRICAL MOTOR RATED SWITCH MANUAL MOTOR STARTER MANUAL MOTOR STARTER WITH RELAY MAGNETIC STARTER COMBINATION MAGNETIC STARTER VARIABLE FREQUENCY DRIVE COMBINATION TWO SPEED MAGNETIC STARTER COMBINATION REDUCED VOLTAGE MAGNETIC STARTER DUPLEX CONTROLLER WITH ALTERNATION CIRCUIT PACKAGED CONTROL UNIT H-O-A SELECTOR SWITCH IN COVER PILOT LIGHT IN COVER REMOTE START-STOP PUSHBUTTONS FIRE ALARM FAN SHUTDOWN LINE-VOLTAGE THERMOSTAT MOTOR STARTER/CONTROLLER NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. PROVIDE 120 VOLT CIRCUIT FROM LVPH1 AND CONNECT AQUASTAT AND TIME SWITCH. CONNECT VIA WALL MOUNTED OCCUPANCY SENSOR SUCH THAT WHEN OCCUPANCY IS SENSED, FAN TURNS ON. DUCT SMOKE DETECTOR TO BE FURNISHED BY ELECTRICAL CONTRACTOR, INSTALLED BY HVAC CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. MECHANICAL EQUIPMENT IS NOT SHOWN ON PLANS. 2ND FLOOR LOCATION IS TYPICAL FOR FLOORS 3 THROUGH 5. REFER TO PARTIAL THIRD FLOOR PLAN FOR LOCATION OF BCC-4 ON FIFTH FLOOR. REFER TO DETAIL 3/e704. NOTES: 1. 2. 3. 4. 5. 6. NO SCALE AREA OF RESCUE RISER DIAGRAM 1 plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e801ELECTRICAL SCHEDULES LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LUMENS LAMP VOLTAGE DESIGN MAKE ACCEPTABLE MANUFACTURERMANUFACTURER MODEL NO. LA 16" DIAMETER SURFACE MOUNTED DECORATIVE LED LUMINAIRE WITH FROSTED ACRYLIC GLASS LENS AND FINISH COLOR BY ARCHITECT. 2000 28 WATT LED, 3000K 120 ROYAL PACIFIC LIGHTING 4327D-30-BN-3K APPROVED EQUAL LB 26" X 5" OVER MIRROR LED LUMINAIRE WITH MATTE WHITE DIFFUSER AND SATIN NICKEL FINISH 1625 13 WATT LED, 3000K 120 OXYGEN LIGHTING 3-5134-24 APPROVED EQUAL LC 2' SURFACE MOUNTED LED LUMINAIRE WITH ACRYLIC LENS AND WHITE HOUSING. 2200 18 WATT LED, 3000K 120 METALUX LIGHTING 2SNLED LED5 LN22 UNV LP830 CD1 APPROVED EQUAL LE 24" LONG UNDER CABINET LED LUMINAIRE WITH ACRYLIC LENS, WHITE HOUSING AND SELECTABLE COLOR TEMPERATURE. PROVIDE ALL REQUIRED MOUNTING HARDWARE. 627 11.1 WATT LED, 120 HALO LIGHTING HU30 SCT 24 P APPROVED EQUAL LG 2' X 2', RECESSED VOLUMETRIC LED TROFFER WITH 3400 LUMENS, SMOOTH ACRYLIC DIFFUSER, SUITABLE FOR GRID INSTALLATION 3400 25.8 WATT LED, 3500K 120 METALUX LIGHTING 22CZ2-34HE-S-UNV-L835-C D1 APPROVED EQUAL LH 4', WALL MOUNTED LED LUMINAIRE WITH FROSTED ACRYLIC LENS, WHITE HOUSING, BI LEVEL DIMMING, AND INTEGRAL OCCUPANCY SENSOR. 3696 30 WATT LED, 3500K 120 INDUSTRIAL LIGHTING PRODUCTS CV4 30WLED UNIV 35 FRAL WHP USBD/HL APPROVED EQUAL LI 4', WALL MOUNTED LED LUMINAIRE WITH SQUARE SEMI FROST ACRYLIC LENS AND WHITE HOUSING 4600 35 WATT LED, 3500K 120 METALUX LIGHTING 4SNLED LED5 SLN46SL UNV L835 CD1 APPROVED EQUAL LJ 12' LINEAR PENDANT LED LUMINAIRE WITH LOW PROFILE, MICROGLOW LENS, AND COLOR BY ARCHITECT. VERIFY HEIGHT ABOVE FLOOR WITH ARCHITECT. 1000LM/FT 108 WATT LED, 3500K 120 FOCAL POINT LIGHTING FTWLS-MG-1000LF-35K-1C -UNV-LD1-J48-DC-**-12' APPROVED EQUAL LK 4" X 4' LINEAR RECESSED LED LUMINAIRE WITH FLUSH SATIN LENS AND SUITABLE FOR INSTALLATION IN WOOD CEILING. COORDINATE TRIM WITH ARCHITECT. 3500 43 WATT LED, 3500K 120 FOCAL POINT LIGHTING FSM4L-FL-875LF-35K-1C-U NV-LD1-TFW-XX-4' APPROVED EQUAL LL 2' X 4', RECESSED VOLUMETRIC LED TROFFER WITH 5500 LUMENS, SMOOTH ACRYLIC DIFFUSER, SUITABLE FOR GRID INSTALLATION 5500 43.5 WATT LED, 3500K 120 METALUX LIGHTING 24CZ2-55HE-S-UNV-L835-C D-1 APPROVED EQUAL LM 2' X 4', RECESSED VOLUMETRIC LED TROFFER WITH 6500 LUMENS, SMOOTH ACRYLIC DIFFUSER, SUITABLE FOR GRID INSTALLATION 6500 48.9 WATT LED, 3500K 120 METALUX LIGHTING 24CZ2-65HE-S-UNV-L835-C D-1 APPROVED EQUAL LN 2' X 4', RECESSED VOLUMETRIC LED TROFFER WITH 7000 LUMENS, SMOOTH ACRYLIC DIFFUSER, SUITABLE FOR GRID INSTALLATION 7000 51 WATT LED, 3500K 120 METALUX LIGHTING 24CZ2-70HE-S-UNV-L835-C D-1 APPROVED EQUAL LO EXTERIOR WALL MOUNTED LED LUMINAIRE WITH UP AND DOWNLIGHT DISTRIBUTION, GLASS DIFFUSER, AND COLOR BY ARCHITECT 2280 22 WATT LED, 4000K 120 PERFORMANCE IN LIGHTING USA QUASAR 20 DOUBLE TECH 22W 4000K 0-10V ** APPROVED EQUAL LP 4IN SQUARE LED DOWNLIGHT WITH 1500 LUMENS, HAZE REFLECTOR AND SUITABLE FOR GRID OR DRYWALL INSTALLATION. 1500 13.4 WALL LED, 3500K 120 HALO LIGHTING PRS4FS15D010-SM4128FS- 44SMDHTIR4SMD APPROVED EQUAL LQ 6IN SQUARE LED DOWNLIGHT WITH 1500 LUMENS, HAZE REFLECTOR, IC RATED, AND 1500 13.4 WATT LED, 4000K 120 HALO LIGHTING PRS615-D010-SM6128FS-6 1SMDHTIR6SMD APPROVED EQUAL LS EXTERIOR WALL MOUNTED LED LUMINAIRE WITH SLIM, LOW PROFILE, AND INTEGRAL PHOTOCELL 4000 38 WATT LED, 4000K 120 LUMARK LIGHTING XTOR4B-W-**-PC1 APPROVED EQUAL LT 39 3/8" HIGH LED BOLLARD WITH SYMMETRICAL, 360 DEGREE DISTRIBUTION, AND FINISH COLOR BY ARCHITECT. 627 18.4 WATT LED, 4000K 208 BEGA LIGHTING 99570-K4-** APPROVED EQUAL LU SINGLE HEAD LED POLE MOUNTED LUMINAIRE WITH TYPE III DISTRIBUTION ON 16' SQUARE STEEL POLE. FINISH COLOR BY ARCHITECT. 5610 55 WATT LED, 4000K 208 BEACON LIGHTING VPS/24NB-55/4K/T3/UNV/ RA/** APPROVED EQUAL X1 SINGLE FACED UNIVERSAL MOUNT LED EXIT SIGN WITH WHITE THERMOPLASTIC HOUSING, GREEN LETTERS, AND REMOVABLE CHEVRONS - 2 WATT LED 120 EVENLIGHT LIGHTING TLX AC GU W APPROVED EQUAL X2 DUAL FACED UNIVERSAL MOUNT LED EXIT SIGN WITH WHITE THERMOPLASTIC HOUSING, GREEN LETTERS, AND REMOVABLE CHEVRONS - 2 WATT LED 120 EVENLIGHT LIGHTING TLX AC GU W APPROVED EQUAL X3 SINGLE FACED UNIVERSAL MOUNT LED EXIT SIGN WITH WHITE THERMOPLASTIC HOUSING, GREEN LETTERS, AND REMOVABLE CHEVRONS. SUITABLE FOR WET LOCATION - 2 WATT LED 120 EVENLIGHT LIGHTING TWL AC G 1U W CW APPROVED EQUAL ELECTRIC EQUIPMENT SCHEDULE ITEM NO. NAME ROOM LOCATION HP KW PH VOLTS PANEL CIRCUIT NUMBER CIRCUIT BREAKER WIRING FROM PANEL TO CONTROL UNIT WIRING FROM CONTROL UNIT TO EQUIPMENT DISCONNECT SWITCH DISCONNECT SWITCH MOTOR STARTER/ CONTROLLER NOTES CONTROLLER LOCATION NEMA RATING NOTESSWITCH AMPS FUSE SIZE 1 ELEV-1 ELEVATOR SHAFT 3 208 LVPEM 38,40,42 60A/3P SHUNT TRIP 3-#6, 1-#10EG IN 1”C 3-#6, 1-#10EG IN 1”C 60 60 10 AU 1 6 2 HW-3 MECH AND ELEC 010 0.6 1 120 LVPH1 43 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 3 HW-2 MECH AND ELEC 010 0.6 1 120 LVPH1 45 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 HW-1 MECH AND ELEC 010 0.6 1 120 LVPH1 46 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 5 HWRP-1 MECH AND ELEC 010 1 1 208 LVPH1 48,50 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 1 6 DOAS-1 ROOF 19.8 3 208 LVPH4 14,16,18 70A/3P 3-#4, 1-#8EG IN 1¼"C 3-#4, 1-#8EG IN 1¼"C 10, 14 AU 3R 3 7 ODU-1 ROOF 23.0 3 208 LVPH4 11,13,15 80A/3P 3-#4, 1-#8EG IN 1¼"C 3-#4, 1-#8EG IN 1¼"C 10 AU 3R 10 FCU-1 ELMSHADE OFFICES 006 0.5 1 208 LVPH1 40,42 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 11 FCU-2 SUPPORTING HOUSING OFF 002E 0.5 1 208 LVPH1 40,42 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 12 FCU-3 SHARED COPY/FILES 004 0.5 1 208 LVPH1 40,42 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 13 FCU-4 CORRIDOR 100C 0.5 1 208 LVPH1 39,41 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 14 FCU-5 LAUNDRY 017 0.5 1 208 LVPH1 40,42 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 15 FCU-6 LAUNDRY 017 0.5 1 208 LVPH1 39,41 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 16 FCU-7 STAFF BREAK RM 014 0.5 1 208 LVPH1 39,41 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 17 FCU-8 CORRIDOR 100C 0.5 1 208 LVPH1 39,41 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 18 FCU-9 CORRIDOR 200 0.5 1 208 LVPH4 7,9 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 19 FCU-11 CORRIDOR 300 0.5 1 208 LVPH4 7,9 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 20 FCU-12 CORRIDOR 400 0.5 1 208 LVPH4 10,12 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 21 FCU-10 CORRIDOR 500 0.5 1 208 LVPH4 10,12 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 30 BCC-1 MECH AND ELEC 010 0.1 1 208 LVPH1 39,41 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 31 BCC-2 MECH AND ELEC 010 0.1 1 208 LVPH1 40,42 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 32 BCC-3 CORRIDOR 300 0.1 1 208 LVPH4 7,9 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 33 BCC-4 CORRIDOR 500 0.1 1 208 LVPH4 10,12 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 5 40 EF-2 WOMENS TLT 015 0.02 1 120 LVPH1 33 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 2 41 EF-2 MENS TLT 016 0.02 1 120 LVPH1 33 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 2 42 EF-3 TRASH/RECYCLE 011 0.02 1 120 LVPH1 33 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 43 EF-3 TRASH/RECYCLE 215 0.02 1 120 LVPH1 33 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 44 EF-3 TRASH/RECYCLE 315 0.02 1 120 LVPH4 2 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 45 EF-3 TRASH/RECYCLE 415 0.02 1 120 LVPH4 2 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 46 EF-3 TRASH/RECYCLE 515 0.02 1 120 LVPH4 2 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 47 EF-2 STAFF TLT 005 0.02 1 120 LVPH1 33 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 2 48 EF-3 CUST 217 0.02 1 120 LVPH1 33 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 49 EF-3 CUST 317 0.02 1 120 LVPH4 2 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 50 EBB-4 CONFERENCE RM 018 1.0 1 208 LVPH1 35,37 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 51 EBB-4 CONFERENCE RM 018 1.0 1 208 LVPH1 35,37 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 52 EBB-4 CONFERENCE RM 018 1.0 1 208 LVPH1 35,37 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 53 EBB-4T COMMUNITY RM 012 1.0 1 208 LVPEM 23,25 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 54 EBB-4T COMMUNITY RM 012 1.0 1 208 LVPEM 23,25 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 55 EBB-4T COMMUNITY RM 012 1.0 1 208 LVPEM 23,25 20A/2P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 60 UH-1 MECH AND ELEC 010 5.0 3 208 LVPH1 52,54,56 20A/3P 3-#12, 1-#12EG IN ½"C 3-#12, 1-#12EG IN ½"C 10 AU 1 61 ECUH-1 STAIR B B01 1.5 1 120 LVPH1 47 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 62 ECUH-1 VESTIBULE 001 1.5 1 120 LVPH1 51 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 63 ECUH-1 VESTIBULE 100D 1.5 1 120 LVPH1 49 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 10 AU 1 70 EF-3 CUST 417 0.02 1 120 LVPH4 2 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 71 EF-3 CUST 517 0.02 1 120 LVPH4 2 20A/1P 2-#12, 1-#12EG IN ½"C 2-#12, 1-#12EG IN ½"C 1 AU 1 4 60 NF plan ARCHITECTURAL 250 South Avenue, Suite 100Rochester, New York 14604Architectural Studio, PCplant. 585.454.4230f. 585.454.4237www.planpc.comSTUDIO Notice: It is a violation of law for any person, unless acting under the direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to afix his/her seal and the notation 'altered by' followed by his/her signature and a specific description of alterations. ©PLAN ARCHITECTURAL STUDIO, PC CONSTRUCTION PERMIT DOCUMENTSTURNER E N G I N E E R I N G , P C One Woodbury Blvd. Rochester, NY 14604 585.381.3360 Tel Project No. 001.16.01.02 PLAN PROJECT No. DATE SHARS I.D. # 20186081 e802ELECTRICAL PANEL SCHEDULES LAKEVIEW HEALTH SERVICES WESTEND HEIGHTS709 WEST COURT STREET,ITHACA, NEW YORK, 1485017167 11.22.2019 Receptacle 21060 VA 50.00% 10530 VA Other 0 VA 0.00% 0 VA Motor 5276 VA 75.00% 3957 VA TOTAL EST. DEMAND:148 A Lighting 3144 VA 90.00% 2830 VA TOTAL CONN.:221 A Heating 17791 VA 65.00% 11564 VA TOTAL EST. DEMAND:53475 VA Electric Range - 3.5 kW ... 8300 VA 80.00% 6640 VA TOTAL CONN. LOAD:79501 VA Electric Clothes Dryer 24000 VA 75.00% 18000 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:230 A 240 A 200 A TOTAL LOAD:27169 VA 28313 VA 24033 VA 71 SPARE 20 A 1 0.0 0.0 -- -- SPACE 72 69 SPARE 20 A 1 0.0 0.0 -- -- SPACE 70 67 SPARE 20 A 1 0.0 0.0 -- -- SPACE 68 65 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 66 63 4.2 0.0 1 20 A SPARE 64 61 COMM KIT RANGE 50 A 2 4.2 0.0 1 20 A SPARE 62 59 COMM KIT MICROWAVE 20 A 1 1.0 0.2 1 20 A STAFF KIT REC 60 57 W TLT HAND DRYER 20 A 1 1.0 1.0 1 20 A ELMSHADE MED HD 58 55 M TLT HAND DRYER 20 A 1 1.0 1.7 56 53 STAFF TLT HAND DRYER 20 A 1 1.0 1.7 54 51 ECUH-1 VEST 001 20 A 1 1.5 1.7 3 20 A EUH 52 49 ECUH-1 VEST 100D 20 A 1 1.5 0.4 50 47 ECUH-1 STAIR B 20 A 1 1.5 0.4 2 20 A HWRP-1 48 45 HW-2 20 A 1 0.6 0.6 1 20 A HW-3 46 43 HW-1 20 A 1 0.6 0.0 1 20 A AQUASTAT, TIME SWITCH 44 41 0.9 1.2 42 39 BCC-1, FCU-4, 6, 7, 8 20 A 2 0.9 1.2 2 20 A BCC-2, FCU-1, 2, 3, 5 40 37 1.5 2.0 38 35 CONF RM BASEBOARD 20 A 2 1.5 2.0 2 30 A DRYER 36 33 EF-2(M),EF-2(W),1-2 EF-3 20 A 1 0.1 2.0 34 31 2.0 2.0 2 30 A DRYER 32 29 DRYER 30 A 2 2.0 2.0 30 27 2.0 2.0 2 30 A DRYER 28 25 DRYER 30 A 2 2.0 1.0 1 20 A WASHER REC 26 23 2.0 1.0 1 20 A WASHER REC 24 21 DRYER 30 A 2 2.0 1.0 1 20 A WASHER REC 22 19 WASHER REC 20 A 1 1.0 1.4 1 20 A 2ND FLR CORRIDOR REC 20 17 WASHER REC 20 A 1 1.0 1.0 1 20 A STAFF MICROWAVE 18 15 WASHER REC 20 A 1 1.0 0.9 1 20 A STAFF, COMM KIT REC 16 13 COMM KITCHEN REC 20 A 1 0.7 1.1 1 20 A CONFERENCE, LAUN REC 14 11 CORR, EXT, TRASH REC 20 A 1 1.4 0.9 1 20 A ELMSHADE OFF REC 12 9 RECEPTION OFF REC 20 A 1 1.3 0.9 1 20 A ELMSHADE OFF REC 10 7 ELMSHADE COPY REC 20 A 1 1.0 0.2 8 5 ELMSHADE MED, OFF REC 20 A 1 1.4 0.2 2 20 A SITE LIGHTING 6 3 PROG, BLDG MAIN REC 20 A 1 1.3 1.3 1 20 A 1ST, 2ND FLR CORR LTG 4 1 EXT, MECH, OFF REC 20 A 1 0.9 1.2 1 20 A OFF,CONF,BREAK LTG 2 CKT CIRCUIT DESCRIPTION TRIP POLES A B C POLES TRIP CIRCUIT DESCRIPTION CKT NOTES:PANEL IS 2 SECTION LVPH1 MECHANICAL AND... 225 A 3Ø, 4W 120/208 WYE SURFACE 22 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM X 200% NEUTRAL SUB-FEED LUGS X SPD SIZE: 60 PANELBOARD SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS X INTEGRAL SPD X TOTAL EST. DEMAND:35 A TOTAL CONN.:62 A Receptacle 14728 VA 50.00% 7364 VA TOTAL EST. DEMAND:12698 VA Motor 4960 VA 75.00% 3720 VA TOTAL CONN. LOAD:22161 VA Heating 3000 VA 65.00% 1950 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:64 A 53 A 71 A TOTAL LOAD:7549 VA 6327 VA 8316 VA 41 SPACE -- --0.0 1.0 42 39 SPACE -- -- 0.0 1.0 40 37 SPACE -- -- 0.0 1.0 3 60 A ELEVATOR 38 35 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 36 33 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 34 31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 32 29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 28 25 1.5 0.0 1 20 A SPARE 26 23 COMM RM BASEBOARD 20 A 2 1.5 1.0 1 20 A STAFF REF RECEPT 24 21 IT RM 516 REC 20 A 1 0.4 0.7 1 20 A IT RM 516 REC 22 19 IT RM 416 REC 20 A 1 0.4 0.7 1 20 A IT RM 416 REC 20 17 IT RM 316 REC 20 A 1 0.4 0.7 1 20 A IT RM 316 REC 18 15 IT RM 216 REC 20 A 1 0.4 0.7 1 20 A IT RM 216 REC 16 13 SERVER RM RECEPT 20 A 1 0.4 0.4 1 20 A SERVER RM RECEPT 14 11 5TH PANIC BUTTON REP 20 A 1 1.0 1.0 1 20 A VEST 100D DOOR OP 12 9 4TH PANIC BUTTON REP 20 A 1 1.0 1.0 1 20 A VEST 001 DOOR OP 10 7 3RD PANIC BUTTON REP 20 A 1 1.0 1.1 1 20 A COMMUNITY RM REC 8 5 2ND PANIC BUTTON REP 20 A 1 1.0 1.0 1 20 A COMM KIT REF REC 6 3 1ST PANIC BUTTON REP 20 A 1 1.0 0.2 1 20 A ELMSHADE UC REF REC 4 1 ELEV SUM PUMP 20 A 1 1.2 0.2 1 20 A HORIZON UC REF REC 2 CKT CIRCUIT DESCRIPTION TRIP POLES A (kVA)B (kVA)C (kVA)POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LVPEM MECHANICAL AND... ATS-E 225 A 3Ø, 4W 120/208 WYE SURFACE 22 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM X 200% NEUTRAL SUB-FEED LUGS SPD SIZE: PANELBOARD SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD TOTAL EST. DEMAND:13 A Receptacle 540 VA 100.00% 540 VA TOTAL CONN.:16 A Motor 1400 VA 75.00% 1050 VA TOTAL EST. DEMAND:4794 VA Lighting 3199 VA 90.00% 2879 VA TOTAL CONN. LOAD:5638 VA Heating 500 VA 65.00% 325 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:25 A 26 A 18 A TOTAL LOAD:2947 VA 2975 VA 2217 VA 29 SPACE -- --0.0 0.2 1 20 A GEN RECEPTACLE 30 27 SPACE -- -- 0.0 0.5 1 20 A GEN BATTERY CHARGER 28 25 SPACE -- -- 0.0 0.5 1 20 A GEN BLOCK HEATER 26 23 SPACE -- --0.0 0.0 -- -- SPACE 24 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12 9 SMOKE DAMPERS 20 A 1 0.9 1.0 1 20 A LCP 10 7 COMMUNITY RM LTG 20 A 1 0.6 0.3 1 20 A EXTERIOR EM LTG 8 5 ELEVATOR CAB LTG 20 A 1 0.5 1.5 1 20 A 1ST FLR LIFE SAFETY LTG 6 3 ELEV SHAFT LTG, REC 20 A 1 0.4 0.2 1 20 A 2-5 FLR LIFE SAFETY LTG 4 1 FACP 20 A 1 1.5 0.0 1 20 A EXIT SIGNS 2 CKT CIRCUIT DESCRIPTION TRIP POLES A B C POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LVPLS MECHANICAL AND... ATS-LS 100 A 3Ø, 4W 120/208 WYE SURFACE 22 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM X 200% NEUTRAL SUB-FEED LUGS SPD SIZE: PANELBOARD SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD TOTAL EST. DEMAND:19 A TOTAL CONN.:21 A Receptacle 6040 VA 100.00% 6040 VA TOTAL EST. DEMAND:7003 VA Lighting 351 VA 90.00% 316 VA TOTAL CONN. LOAD:7387 VA Heating 1000 VA 65.00% 650 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:27 A 18 A 17 A TOTAL LOAD:3248 VA 2160 VA 1980 VA 29 SPACE -- --0.0 0.0 -- -- SPACE 30 27 SPACE -- -- 0.0 0.0 -- -- SPACE 28 25 SPACE -- -- 0.0 0.0 -- -- SPACE 26 23 SPACE -- --0.0 0.0 -- -- SPACE 24 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 19 SPARE 20 A 1 0.0 0.0 -- -- SPACE 20 17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 10 7 HORIZON DIR, MGR REC 20 A 1 0.9 1.0 1 20 A HORIZON HD 8 5 HORIZON OFF, WAIT REC 20 A 1 1.1 0.9 1 20 A HORIZON PROG, MED REC 6 3 SUPPORT HOUSE REC 20 A 1 0.9 1.3 1 20 A HORIZON OFF REC 4 1 HORIZON OFF LTG 20 A 1 0.4 1.0 1 20 A HORIZON COPY REC 2 CKT CIRCUIT DESCRIPTION TRIP POLES A (kVA)B (kVA)C (kVA)POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LVPHZ SHARED COPY /... 225 A 3Ø, 4W 120/208 WYE FLUSH 22 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM X 200% NEUTRAL SUB-FEED LUGS SPD SIZE: PANELBOARD SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD TOTAL EST. DEMAND:69 A Receptacle 4780 VA 100.00% 4780 VA TOTAL CONN.:81 A Motor 3494 VA 75.00% 2621 VA TOTAL EST. DEMAND:14278 VA Lighting 264 VA 90.00% 238 VA TOTAL CONN. LOAD:16838 VA Electric Range - 3.5 kW ... 8300 VA 80.00% 6640 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:82 A 79 A TOTAL LOAD:8593 VA 8245 VA 23 SPACE -- -- 0.0 0.0 -- -- SPACE 24 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 19 SPACE -- -- 0.0 0.0 -- -- SPACE 20 17 SPACE -- -- 0.0 0.0 -- -- SPACE 18 15 SPACE -- -- 0.0 0.0 -- -- SPACE 16 13 1.4 0.0 -- -- SPACE 14 11 VRP-12K 20 A 2 1.4 0.0 -- -- SPACE 12 9 REF RECEPT 20 A 1 X 1.0 4.2 10 7 KIT REC, HOOD FAN/LTG 20 A 1 X 0.7 4.2 2 50 A RANGE RECEPT 8 5 BEDROOM RECEPT 20 A 1 X 0.9 0.5 X 1 20 A KITCHEN RECEPT 6 3 ENTRY, DINING RECEPT 20 A 1 X 0.9 1.1 X 1 20 A LIVING RM RECEPT 4 1 APARTMENT LTG 20 A 1 X 0.4 0.2 X 1 20 A BATHROOM RECEPT 2 CKT CIRCUIT DESCRIPTION TRIP POLES AFCI A (kVA)B (kVA)AFCI POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LC214 (TYPE 3)... 100 A 1Ø, 3W 120/208... FLUSH 10 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM 200% NEUTRAL SUB-FEED LUGS SPD SIZE: LOADCENTER SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD TOTAL EST. DEMAND:67 A Receptacle 4420 VA 100.00% 4420 VA TOTAL CONN.:79 A Motor 3494 VA 75.00% 2621 VA TOTAL EST. DEMAND:13893 VA Lighting 236 VA 90.00% 212 VA TOTAL CONN. LOAD:16450 VA Electric Range - 3.5 kW ... 8300 VA 80.00% 6640 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:75 A 82 A TOTAL LOAD:7805 VA 8645 VA 23 SPACE -- -- 0.0 0.0 -- -- SPACE 24 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 19 SPACE -- -- 0.0 0.0 -- -- SPACE 20 17 SPACE -- -- 0.0 0.0 -- -- SPACE 18 15 SPACE -- -- 0.0 0.0 -- -- SPACE 16 13 SPACE -- -- 0.0 0.0 -- -- SPACE 14 11 1.4 0.0 -- -- SPACE 12 9 VRP-12K 20 A 2 1.4 4.2 10 7 KITCHEN RECEPT 20 A 1 X 0.5 4.2 2 50 A RANGE RECEPT 8 5 KIT REC, HOOD FAN/LTG 20 A 1 X 0.7 1.0 X 1 20 A REF RECEPT 6 3 ENTRY, BEDRM RECEPT 20 A 1 X 1.3 1.3 X 1 20 A MECH, LIV, BEDRM REC 4 1 APARTMENT LTG 20 A 1 X 0.4 0.2 X 1 20 A BATHROOM RECEPT 2 CKT CIRCUIT DESCRIPTION TRIP POLES AFCI A (kVA)B (kVA)AFCI POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LC213 (TYPE 4)... 100 A 1Ø, 3W 120/208... FLUSH 10 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM 200% NEUTRAL SUB-FEED LUGS SPD SIZE: LOADCENTER SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD TOTAL EST. DEMAND:66 A Receptacle 4240 VA 100.00% 4240 VA TOTAL CONN.:78 A Motor 3494 VA 75.00% 2621 VA TOTAL EST. DEMAND:13729 VA Lighting 254 VA 90.00% 229 VA TOTAL CONN. LOAD:16288 VA Electric Range - 3.5 kW ... 8300 VA 80.00% 6640 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:71 A 84 A TOTAL LOAD:7363 VA 8925 VA 23 SPACE -- -- 0.0 0.0 -- -- SPACE 24 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 19 SPACE -- -- 0.0 0.0 -- -- SPACE 20 17 SPACE -- -- 0.0 0.0 -- -- SPACE 18 15 SPACE -- -- 0.0 0.0 -- -- SPACE 16 13 SPACE -- -- 0.0 0.0 -- -- SPACE 14 11 1.4 0.0 -- -- SPACE 12 9 VRP-12K 20 A 2 1.4 4.2 10 7 REF RECEPT 20 A 1 X 1.0 4.2 2 50 A RANGE RECEPT 8 5 KITCHEN RECEPT 20 A 1 X 0.5 0.7 X 1 20 A KIT REC, HOOD FAN/LTG 6 3 ENTRY, LIVING RECEPT 20 A 1 X 1.3 1.1 X 1 20 A BEDROOM RECEPT 4 1 APARTMENT LTG 20 A 1 X 0.4 0.2 X 1 20 A BATHROOM RECEPT 2 CKT CIRCUIT DESCRIPTION TRIP POLES AFCI A (kVA)B (kVA)AFCI POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LC202 (TYPE 2)... 100 A 1Ø, 3W 120/208... FLUSH 10 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM 200% NEUTRAL SUB-FEED LUGS SPD SIZE: LOADCENTER SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD TOTAL EST. DEMAND:113 A TOTAL CONN.:145 A Receptacle 5760 VA 100.00% 5760 VA TOTAL EST. DEMAND:40792 VA Motor 45276 VA 75.00% 33957 VA TOTAL CONN. LOAD:52230 VA Lighting 1194 VA 90.00% 1075 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:142 A 151 A 144 A TOTAL LOAD:16992 VA 18103 VA 17208 VA 29 SPACE -- --0.0 0.0 -- -- SPACE 30 27 SPACE -- -- 0.0 0.0 -- -- SPACE 28 25 SPACE -- -- 0.0 0.0 -- -- SPACE 26 23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 6.6 18 15 7.7 6.6 16 13 7.7 6.6 3 70 A DOAS-1 14 11 ODU-1 80 A 3 7.7 0.6 12 9 0.6 0.6 2 20 A BCC-4, FCU-10, FCU-12 10 7 BCC-3, FCU-9, FCU-11 20 A 2 0.6 0.5 1 20 A RADON FANS 8 5 5TH FLR CORR RECEPT 20 A 1 1.6 0.7 1 20 A RADON FANS 6 3 4TH FLR CORR RECEPT 20 A 1 1.4 1.2 1 20 A 3RD, 4TH, 5TH CORR LTG 4 1 3RD FLR CORR RECEPT 20 A 1 1.4 0.1 1 20 A 3RD-5TH FLR EF-3'S 2 CKT CIRCUIT DESCRIPTION TRIP POLES A B C POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: LVPH4 I.T. CLOSET 216 225 A 3Ø, 4W 120/208 WYE SURFACE 10 QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM X 200% NEUTRAL SUB-FEED LUGS SPD SIZE: PANELBOARD SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD METER CENTERMECH AND ELEC 010 METER CENTER METER CENTERMETER CENTERMETER CENTER SHUNT TRIP MECH AND ELEC 010 MECH AND ELEC 010 SHARED COPY/FILES 4TH FLR IT ROOM METER CENTER