HomeMy WebLinkAboutESB602WSS_PermitDwgs101ROOM NAME1A101SIM1A101SIMA1011SIM1'-0"WD1W1CT1101ROOM NAMENameElevation1A1011SIMDETAILENLARGEMENTWALL SECTIONBUILDING SECTIONDETAIL SECTION1INTERIORELEVATIONDOOR & INTERIORWINDOW TAGWALL TAGROOM IDENTIFICATIONEXTERIOR WINDOW &LOUVER TAGROOM FINISH KEYCONTRACT LIMIT LINEEXISTING DOORNEW DOORPARTITIONS, DOORS ANDITEMS TO BE REMOVEDFULL HEIGHT PARTITIONPARTIAL HEIGHT PARTITIONKEYED NOTEDFLOOR ELEVATION200SB-11001REVISION CLOUD & TAGPLAN ELEVATION50'-6"SITE ELEVATIONSTRUCTURALELEVATIONWORKING POINTWPCEILING HEIGHTEQUIPMENT TAGA101SIMA1A2A3A41iSCOPE LINEDIMENSION TO THE FACE OFFRAMING OR MASONRY ATNEW CONSTRUCTION, TYP.DIMENSION TO THE FACE OFFINISH AT EXISTINGCONSTRUCTIONDIMENSION TO THE FACEOF FINISH50'-6"50'-6"EXISTING PARTITION#DETAIL/SHEETNUMBERREVISION TITLEDATEBIDDOCUMENTPROJECT INFORMATIONDATE:JOB NUMBER:CONSTRUCTION CLASSIFICATION:SPRINKLER PROTECTION:BUILDING USE CLASSIFICATION:TOTAL EXISTING BUILDING AREA:TOTAL AREA OF PROJECT:HOLT Architects, P.C.Architects, Planners, and Interior Designers619 W. State Street, Ithaca, New York 14850132 E. Jefferson Street, Syracuse, New York 13202Tel 607.273.7600 www.holt.comHOLTARCHITECTSAREA OF RENOVATION:AREA OF ADDITION:SFSFSFSFDRAWING LISTARCHITECTURAL SYMBOLS LISTELMIRA SAVINGS BANK08/22/20162015059VBFULLY SPRINKLEREDB, BUSINESS8493686416298493ELMIRA SAVINGS BANK602 WEST STATE STREETITHACA, NEW YORK 14850602 WEST STATE STREETRENOVATIONS & ADDITIONS TOA251 INTERIOR ELEVATIONSA252 INTERIOR ELEVATIONSA301 BUILDING SECTIONSA302 BUILDING SECTIONSA311 WALL SECTIONSA312 WALL SECTIONSA401-ADD-06 TELLER POD PLANS AND ELEVATIONSA402-ADD-06 TELLER POD DETAILSA451 ELEVATOR SECTIONS AND DETAILSA452 STAIR PLANS, SECTIONS & DETAILSA453 STAIR PLANS, SECTIONS & DETAILSA501-ADD-02 ROOF DETAILSA502 ROOF DETAILSA503 PARAPET AND CURTAIN WALL DETAILSA504 CURTAIN WALL DETAILSA505 EXTERIOR DETAILS - CANOPY DETAILSA506 CANOPY DETAILSA507 EXTERIOR DETAIL - MISC.A551 INTERIOR DETAILSA561 RCP DETAILSA601 DOOR SCHEDULEA602 DOOR DETAILSA651 WINDOW ELEVATIONS AND DETAILSMEP/FP DEMOLITIONMD101 MECHANICAL, ELECTRICALL, PLUMBING, FIRE PROT DEMOLITIONFIRE PROTECTIONFP001 NOTES SCHEDULES & LEGENDSFP101 BASEMENT SPRINKLERFP102 FIRST FLOOR SPRINKLERFP103 SECOND FLOOR SPRINKLERFP201 EAST-WEST SECTIONFP202 NORTH-SOUTH SECTIONSFP501 SCHEMATICSPLUMBINGP001 DETAILS, SCHEDULES & LEGENDSP101 BASEMENT PLUMBINGP102 FIRST FLOOR PLUMBINGP103 SECOND FLOOR PLUMBINGP501 SCHEMATICS & DETAILSMECHANICALM001 NOTES & LEGENDSM101 BASEMENT FLOOR PLANM102 FIRST FLOOR PLAN - DUCTM103 SECOND FLOOR PLAN - DUCTM104 MECHANICAL ISOMETRICM301 SECTIONSM401 DETAILSM601 SCHEDULESELECTRICALE001 LEGENDS, SCHEDULES & ONE-LINE DIAGRAMSE101 BASEMENT POWER & DATAE102 FIRST FLOOR POWER & DATAE103 SECOND FLOOR POWER & DATAE201 BASEMENT LIGHTING & FIRE ALARME202 FIRST FLOOR LIGHTING & FIRE ALARME203 SECOND FLOOR LIGHTING & FIRE ALARME301 ELECTRICAL SITE PLANE501 SCHEMATICSE601 PANEL SCHEDULESRESOURCER102-ADD-02 EXISTING FLOOR ELEVATION SURVEY - FOR INFORMATION ONLYGENERALG001 COVERG002 GENERAL CODE COMPLIANCE NOTESG100 BASEMENT CODE CONFORMANCE PLANG101 FIRST FLOOR CODE CONFORMANCE PLANG102 SECOND FLOOR CODE CONFORMANCE DRAWINGCIVILC101 EROSION, SEDIMENT CONTROL AND DEMOLTION PLANC102 UTILITY PLAN AND ETAILSC301 MAINTENANCE AND PROTECTION OF TRAFFICLANDSCAPINGL101 DEMO PLANL201 LAYOUT PLANL301 GRADING PLANL401 PLANTING PLANL501 SITE DETAILSL502 SITE DETAILSSTRUCTURALS001 GENERAL NOTES AND SCHEDULESS002 SCHEDULE OF SPECIAL INSPECTONSS100 FOUNDATION PLANS101 PARTIAL FOUNDATION PLANS102 FIRST FLOOR FRAMING PLANS103 SECOND FLOOR FRAMING PLANS104 ROOF FRAMING PLANS300 FOUNDATION DETAILSS301 FOUNDATION DETAILSS302 FOUNDATION DETAILSS303 FOUNDATION DETAILSS304 FOUNDATION DETAILSS305 FOUNDATION DETAILSS500 FRAMING DETAILSS501 FRAMING DETAILSS502 FRAMING DETAILSS503 FRAMING DETAILSS504 FRAMING DETAILSARCHITECTURAL DEMOLITIONAD101 DEMOLITION PLANSAD201-ADD-05 EXTERIOR ELEVATIONS - DEMOLITION AND MASONRYRESTORATIONAD202-ADD-05 EXTERIOR ELEVATION - DEMOLITION AND MASONRYRESTORATIONARCHITECTURALA001 BUILDING SYSTEMSA002 BUILDING SYSTEMSA003 BUILDING SYSTEMSA101 BASEMENT FLOOR PLANA102 FIRST FLOOR PLANA103 SECOND FLOOR PLANA104-ADD-02 ROOF PLANA151 BASEMENT REFLECTED CEILING PLANA152 FIRST FLOOR REFLECTED CEILING PLANA153 SECOND FLOOR REFLECTED CEILING PLANA160 FINISH SCHEDULE AND DETAILSA161 BASEMENT FINISH PLANA162 FIRST FLOOR FINISH PLANA163 SECOND FLOOR FINISH PLANA201 SOUTH EXTERIOR ELEVATIONA202 EAST EXTERIOR ELEVATIONA203 NORTH EXTERIOR ELEVATIONA204 WEST EXTERIOR ELEVATIONA207 SIGNAGEA250 TYPICAL MOUNTING HEIGHTS AND ELEVATIONST.G. Miller, P.C.Civil Engineering203 North Aurora Street, Ithaca, New York 14850Tel 607.272.6477 Fax 607.273.6322Trowbridge & Wolf Michaels Landscape Architects, LLPLandscape Architects, Planners1001 W. Seneca Street, Suite 101, Ithaca, New York 14850Tel 607.277.1400 Fax 607.277.6092ELWYN PALMER CONSULTING ENGINEERS, PLLCStructural Engineering213 E. Seneca Street, Ithaca, New York 14850Tel 607.272.5060 Fax 607.272.5065TAITEM ENGINEERING, PCMechanical, Electrical, Plumbing, Fire Protection Engineering110 S. Albany Street, Ithaca, New York 14850Tel 607.277.1118 Fax 607.277.21196864ADD-028/16/2016G001ADD-028/16/2016G001ADD-028/16/2016G001G001ADD-028/16/2016G001REVISION SCHEDULENAME DATEADD-02 8/16/2016ADD-05 8/18/2016ADD-06 8/22/2016ADD-028/16/2016G001ADD-058/18/2016G001ADD-068/22/2016G001
USE AND OCCUPANCY CLASSIFICATIONTABLE 503 - MAXIMUM ALLOWABLE HEIGHT (IN NUMBER OF STORIES) 29,200TABLE 503 - TOTAL ALLOWABLE BUILDING AREA (IN SQUARE FEET)BANK, PROFESSIONAL SERVICESTABLE 301.1 - USE AND OCCUPANCY CLASSIFICATIONINCIDENTAL USE AREASTABLE 508.2 - REQUIRED PROTECTION OF STORAGE ROOMS OVER 100 SFAUTOMATIC FIREEXTINGUISHING SYSTEMPROVIDE 1-HOUR SEPARATION ORPROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEMSEPARATION OF OCCUPANCIESTABLE 508.3.3 - REQUIRED FIRE RESISTIVE RATED CONSTRUCTIONSEPARATION BETWEEN BUSINESS / BUSINESS OCCUPANCY (IN HOURS)0TABLE 715.4 - FIRE DOOR AND FIRE SHUTTER PROTECTION RATINGSOPENING PROTECTIVES715.4.4.1 - FIRE DOOR ASSEMBLY WITH FIRE-RATED GLAZING AREA INEXCESS OF 100 SQUARE INCHESCOMPLY WITH NFPA 252; MAXIMUM TRANSMITTEDTEMPERATURE RISE OF 450°F NOT REQUIRED IF SPRINKLEREDSTORY+/- NEGATIVE 5; BASEMENT IS NOT A STORY0+/- 3+/- 15.5BASEMENT (IN FEET ABOVE THE GRADE PLANE)NORTH ENTRANCE (IN FEET ABOVE THE GRADE PLANE)FIRST FLOOR (IN FEET ABOVE THE GRADE PLANE)SECOND FLOOR (IN FEET ABOVE THE GRADE PLANE)ALLOWABLE BUILDING HEIGHTMORE THAN 6 FEET ABOVE THE GRADE PLANE OR MORE THAN12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT502 - BASEMENT25,662ALLOWABLE BUILDING AREA0BUSINESS BNOT A STORY1 STORY1 STORY1 STORYNFPA 252 COMPLIANT,SPRINKLERED715.4.7 - FIRE DOOR ASSEMBLY CLOSING AND LATCHINGSELF-CLOSING AND LATCHING REQUIREDUSE AND OCCUPANCY PER BUILDING CODE OF NYS 2010 - CHAPTER 3INTERIOR WALL AND CEILING FINISH REQUIREMENTSTABLE 803.5 - EXIT ENCLOSURES / PASSAGEWAYS CLASS B FINISH REQUIRED (FLAME SPREAD 26-75; SMOKE 0-450PROVIDEDTABLE 803.5 - CORRIDORS, ROOMS AND ENCLOSED SPACESCLASS C FINISH REQUIRED (FLAME SPREAD 76-200; SMOKE 0-450PROVIDEDFIRE PROTECTION SYSTEMSTABLE 903.3.1.1 - AUTOMATIC SPRINKLER SYSTEMFULLY-SPRINKLERED BUILDING IN COMPLIANCE WITH NFPA 13PROVIDEDPORTABLE FIRE EXTINGUISHERSTABLE 906.1 - PORTABLE FIRE EXTINGUISHERS75 FEET MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER 2 PER FLOOR PROVIDEDTABLE 907.2 - FIRE DETECTION SYSTEMMANUAL FIRE ALARM DETECTION THROUGHOUT BUILDING INCOMPLIANCE WITH NFPA 72FIRE ALARM DETECTION SYSTEMSREQUIREMENTPROVIDEDDESCRIPTIONGENERAL BUILDING HEIGHTS AND AREAS PER BUILDING CODE OF NYS 2010 - CHAPTER 5REQUIREMENTPROVIDEDDESCRIPTIONCONSTRUCTION CLASSIFICATIONANY MATERIALS PERMITTED BY CODE602.5TYPE VBBUILDING ELEMENTSTRUCTURAL FRAMEBEARING WALLS:RATING (HOURS)NON-BEARING WALLS:EXTERIORINTERIORFLOOR CONSTRUCTION INCLUDINGSUPPORT BEAMS AND JOISTSROOF CONSTRUCTION INCLUDINGSUPPORT BEAMS AND JOISTS00000EXTERIORINTERIOR000000000TABLE 601 - FIRE RESISTANCE RATINGS OF BUILDING ELEMENTSTYPES OF CONSTRUCTION PER BUILDING CODE OF NYS 2010 - CHAPTER 6REQUIREMENTPROVIDEDDESCRIPTIONFIRE RESISTANCE RATED PER BUILDING CODE OF NYS 2010 - CHAPTER 7REQUIREMENTPROVIDEDDESCRIPTIONFIRE BARRIERS706.3 - MINIMUM FIRE RESISTANCE RATING (IN HOURS)1REFER TO CODE PLANSSHAFT ENCLOSURES - FIRE-RESISTANCE RATING712.4.2.2 - SHAFT ENCLOSURE REQUIREMENTS OF NONFIRE-RESISTANCE-RATED ASSEMBLIESPENETRATIONS THAT CONNECT NOT MORE THAN TWOSTORIES ARE PERMITTED PROVIDED THAT ANNULAR SPACE ISFILLED WITH A MATERIAL TO RESIST THE FREE PASSAGE OFFLAME AND THE PRODUCTS OF COMBUSTIONPENETRATIONS WILL BEFIRE-STOPPEDFIRE PARTITIONSREFER TO CODE PLANSINTERIOR FINISHES PER BUILDING CODE OF NYS 2010 - CHAPTER 8REQUIREMENTPROVIDEDDESCRIPTIONFIRE PROTECTION SYSTEMS PER BUILDING CODE OF NEW YORK STATE 2010 - CHAPTER 9REQUIREMENTPROVIDEDDESCRIPTIONPROVIDEDMEANS OF EGRESS PER BUILDING CODE OF NYS 2010 - CHAPTER 10REQUIREMENTPROVIDEDDESCRIPTIONOCCUPANT LOADSTABLE 1004.1 - MAXIMUM ALLOWABLE OCCUPANT LOADSREFER TO CODE CONFORMANCE PLANSEXIT CAPACITIESTABLE 1005.1 - MAXIMUM ALLOWABLE OCCUPANT LOADSREFER TO CODE CONFORMANCE PLANSXXX1022.1 HORIZONTAL EXITVERTICAL EXIT ENCLOSURES - FIRE-RESISTANCE RATING1021.3 - FIRE RESISTANT RATING CONSTRUCTION (IN HOURS)EXIT DISCHARGECORRIDORSTABLE 1017.1 - CORRIDOR FIRE-RESISTANCE RATING (IN HOURS)UNSPRINKLERED - 1-HOUR OR SPRINKLERED - 0 HOURSSPRINKLERED - 01020.1 - REQUIRED FIRE BARRIER RATING FOR VERTICAL EXITENCLOSURES FOR CONNECTING LESS THAN FOUR STORIES (IN HOURS)111020.1.1.4 - REQUIRED FIRE-RESISTANCE RATING OF ADJACENTCONSTRUCTION TO NON-RATED EXTERIOR WALLS OR UNPROTECTEDOPENINGS (IN HOURS)1-HOUR REQUIRED FOR ADJACENT WALLS OR OPENINGS WITHIN10 FEET AND AT AN ANGLE LESS THAN 180 DEGREES11020.7 - SMOKEPROOF ENCLOSURESHIGH-RISE BUILDINGS & ATRIUMSN/AEXIT PASSAGEWAYS1-HOUR RATED WALLS, CEILING AND FLOORS1HORIZONTAL EXITSXXSTAIR 1 (S101)1024.1, EXCEPTION 1 - 50% OF EXIT ENCLOSURES PERMITTED TO EGRESSTHROUGH INTERIOR AREAS ON THE LEVEL OF DISCHARGE1) PROVIDE EXIT ENCLOSURE WITH FREE, UNOBSTRUCTED PATHTO HIGHLY VISIBLE EXTERIOR EXIT2) PROVIDE EXIT ENCLOSURE SEPARATED FROM AREAS BELOWWITH FIRE-RESISTANCE RATING MATCHING VERTICAL EXITENCLOSURE3) PROVIDE FIRE-RESISTANCE RATING ENCLOSURE EQUIVALENTTO VERTICAL EXIT ENCLOSURE OR PROVIDE SPRINKLERS1) FREE PATH PROVIDED;EXTERIOR EXIT HIGHLYVISIBLE2) EXIT ENCLOSUREFLOOR IS A SLAB ONGRADE3) SPRINKLERSPROVIDEDSTAIR 2 (S102)1024.1.EXCEPTION 2 - 50% OF EXIT ENCLOSURES PERMITTED TO EGRESSTHROUGH VESTIBULE IN COMPLIANCE WITH ALL CONDITIONS:1) VESTIBULE IS SEPARATED FROM AREAS BELOW WITH FIRE-RESISTANCE RATING MATCHING VERTICAL EXIT ENCLOSURE2) DEPTH FROM EXTERIOR IS NOT GREATER THAN 10 FEET ANDLENGTH IS NOT GREATER THAN 30 FEET3) VESTIBULE IS SEPARATED FROM REMAINDER OF EXITDISCHARGE BY EQUIVALENT FIRE-RESISTANCE RATEDCONSTRUCTION / FIRE DOOR ASSEMBLY.4) THE VESTIBULE IS USED ONLY FOR A MEANS OF EGRESS ANDEXITS DIRECTLY TO THE OUTSIDE.1-HOUR RATED FLOORCONSTRUCTIONPROVIDED2) DEPTH IS LESS THAN10 FEET; LENGTH ISLESS THAN 30 FEET3) 1-HOUR FIRESEPARATION PROVIDED4) VESTIBULE IS USEDONLY FOR MEANS OFEGRESSELEVATOR LOBBY ENCLOSURES AND FIRE-RESISTANCE RATING707.14.1.EXCEPTION 4ENCLOSED ELEVATOR LOBBY WITH 1-HOUR RATEDCONSTR. OR AUTOMATIC SPRINKLER SYSTEMAUTOMATICSPRINKLER SYSTEMNOT REQUIRED, BUT IF PROVIDED COMPLIANCE WITH THEFOLLOWING REQUIREMENTS IS REQUIRED:1) PROVIDE EMERGENCY OPERATION AND SIGNALING2) PROVIDE STANDBY POWER PER SECTION 2702 AND 30033) PROVIDE ACCESS VIA AREA OF REFUGE OR HORIZONTAL EXIT1007.4 - AS AN ACCESSIBLE MEANS OF EGRESS1 PER 200 OCCUPANTS (30X48)1007.6.1 - REQUIRED MINIMUM NUMBER AND SIZE (IN INCHES)PROVIDED. SEE CODECONFORMANCE PLANFOR LOCATIONS1007.2, EXCEPTION - SEPARATION FROM REMAINDER OF STORYNOT REQUIRED IF LOCATION IN VERTICAL EXIT ENCLOSURE LOCATED IN STAIRTABLE 1019.1 - MINIMUM NUMBER OF EXITS REQUIREDTABLE 1016.1 - MAXIMUM ALLOWABLE (IN FEET)1014.3 - MAXIMUM ALLOWABLE (IN FEET)1015.2.1, EXCEPTION 2 - MINIMUM SEPARATION DISTANCE BETWEENEXITS (AS PERCENT)TABLE 1017.2 - MINIMUM WIDTH (IN INCHES)TABLE 1017.3, EXCEPTION 3 - MAXIMUM DEAD END CORRIDOR (IN FEET )COMMON PATH OF EGRESS TRAVEL (CPET)75SEE CODECONFORMANCE PLANSSEE CODECONFORMANCE PLANSEXIT REMOTENESS TEST33%SEE CODECONFORMANCE PLANSEXIT ACCESS TRAVEL DISTANCE (EATD)300SEE CODECONFORMANCE PLANSCORRIDORS44SEE CODECONFORMANCE PLANSDEAD ENDS3002NUMBER OF EXITS2PLUMBING PER BUILDING CODE OF NYS 2010 - CHAPTER 29REQUIREMENTPROVIDEDDESCRIPTION1 PER 100 OCCUPANTS11 PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS1 PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS22[P] TABLE 2902.1 - WATER CLOSETS:MENWOMEN[P] TABLE 2902.1 - DRINKING FOUNTAINS[P] TABLE 2902.1 - SERVICE SINKSMINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES[P] 2902.4.1 - NUMBER OF STORIES ABOVE ORBELOW REQUIRED SPACE TO BE PROVIDEDLOCATION OF REQUIRED PUBLIC/EMPLOYEE TOILET FACILITIES[P] 2902.4.1 - TRAVEL PATH TO TOILET FACILITIESLOCATED ONE STORY ABOVE OR BELOW (IN FEET)111 PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS1 PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS22[P] TABLE 2902.1 - LAVATORIESMENWOMEN1175SEE CODEPLANSREQUIREMENTPROVIDEDDESCRIPTIONELEVATOR SYSTEM PER BUILDING CODE OF NYS 2010 - CHAPTER 303002.4 - ELEVATOR CAR SIZED TO FIT AMBULANCESTRETCHERELEVATOR CAR SIZEHOISTWAY VENTING3004.1 - SMOKE VENT3006.4 - REQUIRED FIRE RESISTANCE RATING OFMACHINE ROOM ENCLOSURE (IN HOURS)MACHINE ROOMS3006.5 - ELECTRICAL DISCONNECT3003.1 - EMERGENCY POWER REQUIREMENTSSTANDBY POWERBUILDINGS 4 OR MORE STORIES ABOVE OR BELOWTHE GRADE PLANEN/A,2-STORYBUILDINGCOMPLIANCE ONLY IF REQUIRED OR FURNISHED NOTREQUIRED,NOTFURNISHEDREQUIRED AT ELEVATORS THAT CONNECT 3 ORMORE STORIESPROVIDED11REQUIRED IF HOISTWAY AND/OR MACHINE ROOMARE SPRINKLEREDPROVIDEDPROVIDEDREQUIREMENTPROVIDEDDESCRIPTIONSPECIAL CONSTRUCTION PER BUILDING CODE OF NYS 2010 - CHAPTER 313105.1 - CANOPY MATERIALSCANOPIESPROVIDE RIGID FRAMEWORK PROVIDED3105.1 - FIRE RESISTANCE OF COVERINGS FLAME SPREAD INDEX > 25 PER ASTM E84 PROVIDED3107 - DESIGN AND CONSTRUCTIONSIGNSPER CODEPROVIDEDREQUIREMENTPROVIDEDDESCRIPTIONENCROACHMENT INTO PUBLIC RIGHT-OF-WAY PER BUILDING CODE OF NYS 2010 - CHAPTER 323202.1 - STEPSENCROACHMENTS ABOVE GRADEPROJECTION NOT TO EXCEED 12 INCHESPROVIDE 3 FEET HIGH PROTECTIONRETAININGWALLSPROVIDED3202.3.1 - AWNINGS, CANOPIES, MARQUEES, SIGNSPROJECTIONS LESS THAN 15 FEET ABOVESIDEWALK NOT TO EXTEND INTO PUBLIC-RIGHT OFWAY MORE THAN 2/3 THE WIDTH OF THE SIDEWALKSUNSHADESDO NOTEXTENDSIDEWALKREQUIREMENTPROVIDEDDESCRIPTIONSAFEGUARDS DURING CONSTRUCTION PER BUILDING CODE OF NYS 2010 - CHAPTER 333301 - CONSTRUCTION SAFEGUARDSGENERALCHAPTER 33 COMPLIANCE IS REQUIRED FORPROTECTION OF SITE, PEDESTRIANS, ADJACENTPROPERTY, CONSTRUCTION SITE EXITING AND FIREPREVENTION AND TEMPORARY USE OF PUBLICPROPERTY.PROVIDEDFIRE SEPARATION DISTANCE - EXTERIOR WALLSSOUTHTABLE 602 - EXTERIOR WALL FIRE SEPARATION DISTANCE (IN FEET)WESTCH. 7 - FIRE SEPARATION: PROPERTY LINE / CENTERLINE (CL) OF STREETNORTH< 30TO PROPERTY LINE< 30TO PROPERTY LINEEAST10 < X > 30TO CL OF STREET000TABLE 602 - REQUIRED FIRE RESISTANCE RATING (IN HOURS)TO CL OF STREET10 < X > 300AREA OF REFUGE7.5SEE CEILINGPLANS7DESCRIPTIONINTERIOR ENVIRONMENT PER BUILDING CODE OF NYS 2010 - CHAPTER 12REQUIREMENTHABITABLE SPACE REQUIREMENTS1208.2 - MINIMUM CEILING HEIGHT OF HABITABLESPACE (IN FEET)1208.2 - MINIMUM CEILING HEIGHT OF KITCHENSBATH, TOILET, LAUNDRY AND STORAGE ROOMSSEE CEILINGPLANSACCESSIBLE MEANS OF EGRESS1007.1 - MINIMUM NUMBER OF ACCESSIBLE MEANS OF EGRESS221007.3, EXCEPTION 3 - MINIMUM WIDTH (IN INCHES)4444ELEVATORNOT PROVIDED708.3 - MINIMUM FIRE RESISTANCE RATING (IN HOURS)1TYPE OF ASSEMBLYMINIMUM FIRE DOOR & FIRESHUTTER ASSEMBLY RATING(IN HOURS)FIRE WALLS AND BARRIERS HAVING A REQUIRED FIRE- RESISTANCERATING GREATER THAN 1 HOURREQUIRED ASSEMBLYRATING (IN HOURS)1 1/221 1/233*43111 1/23/41OTHER FIRE BARRIERSSHAFTS, EXIT ENCLOSURES, EXIT PASSAGEWAY WALLSFIRE PARTITIONS0.511/31/3OTHER FIRE PARTITIONSCORRIDOR WALLSFIRE BARRIERS3/410.51/3EXTERIOR WALLS231 1/21 1/23/41SMOKE BARRIERS1/31DESCRIPTIONACCESSIBILITY PER BUILDING CODE OF NYS 2010 - CHAPTER 11REQUIREMENTPROVIDEDACCESSIBLE ENTRANCES1105.1 - MINIMUM NUMBERACCESSIBLE ROUTE1104.1 - ACCESSIBLE PATH FROM SITE AREAS TO BUILDING1103.2.9 - ACCESSIBLE ACCESS TO EQUIPMENT SPACES1109.2 - ACCESSIBLE TOILET FACILITIES1109.6 / 3001.3 CONFORM WITH ICC/ANSI A117.1GENERAL EXCEPTIONSEQUIPMENT SPACES NOTREQUIRED TO BE ACCESSIBLEPROVIDE ACCESSIBLE ROUTE WITHIN SITE TOACCESSIBLE PARKING, BUILDING ENTRANCE, PUBLICSIDEWALK, STREETS / WALKS / TRANSPIRATION STOPS1AT LEASE 60% OF PUBLIC ENTRANCES1 (NORTHENTRANCE)1105.1.6 - MINIMUM NUMBER TO TENANT SPACES11 (NORTHENTRANCE)ACCESSIBLE TOILET FACILITIESREQUIREDPROVIDEDACCESSIBLE ELEVATORSREQUIREDPROVIDEDACCESSIBLE ELEVATOR CAR SIZEACCESSIBLE ELEVATOR DOOR SIZETABLE 407.4.1 - MINIMUM DOOR WIDTH (IN INCHES)3642407.2.2 - AUDIBLE AND VISUAL SIGNALSHALL SIGNALSREQUIRED IN CAR AND AT EACH HOISTWAY ENTRANCE PROVIDEDDESCRIPTIONACCESSIBILITY PER ICC/ANSI A117.1 - CHAPTER 4REQUIREMENTPROVIDEDBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:10:36 PMG002GENERALCODECOMPLIANCENOTES06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TOREVISION SCHEDULENAME DATE
UPUPLOCATION OF EXITSEXIT ACCESS TRAVEL DISTANCE (EATD):DISTANCE TO EXITS FROM THE MOST REMOTEPOINT IN THE MOST REMOTE ROOM ON THE FLOORDIRECTION OF EGRESS TRAVEL, INCLUDINGDIRECTION OF SWING OF DOORSCOMMON PATH OF EGRESS TRAVEL (CPET)REMOTENESS OF EXITSEXIT TO EXIT DIAGONAL (D2)BUILDING AREA DIAGONAL (D1)DIRECTION OF EGRESS TRAVEL INDICATED BYORDIRECTION OF DOOR SWING IS SHOWN GRAPHICALLY FOR EACH DOORMINIMUM 1 HOUR CONSTRUCTIONMINIMUM 2 HOUR CONSTRUCTIONDEAD END CORRIDORSMOKE BARRIER (1 HOUR CONSTRUCTION)SMOKE PARTITIONCONTRACT LIMIT LINEEEENCLOSEDEXITEDEXIT DISCHARGETO EXTERIORFLOOR AREASTOTAL AREA2,831 SFAREA OF EXISTING BUILDING (WORK AREA 1)2,288 SFAREA OF ADDITION (WORK AREA 2)543 SFCLASSIFICATION OF WORK PER EXISTING BUILDING CODE OF NYS 2010 - CHAPTER 4ALTERATIONS LEVEL 3WORK AREA 1ADDITIONSWORK AREA 2OCCUPANT LOADS PER BUILDING CODE OF NYS 2010 - TABLE 1004.1BUSINESS AREASACCESSORY STORAGE AND MECHANICAL AREASAREA CLASSIFICATIONGROSSAREAAREA PEROCCUPANTCALCULATEDOCCUPANCYACTUALOCCUPANCYDESIGNOCCUPANCY2,200 SF0 SF300 SF100 SF70--70TOTAL OCCUPANT LOAD8MEANS OF EGRESS COMPLIANCE PER BUILDING CODE OF NYS 2010 - CHAPTER 10TABLE 1019.1 - MINIMUM NUMBER OF EXITS REQUIRED22NUMBER OF EXITSTABLE 1016.1 - EXIT ACCESS TRAVEL DISTANCE (EATD) MAXIMUM ALLOWABLE (IN FEET) 300 MAX. 85EXIT ACCESS TRAVEL DISTANCE (IN FEET)1014.3 -COMMON PATH OF EGRESS TRAVEL (CPET) MAXIMUM ALLOWABLE (IN FEET) 75 MAX. 38COMMON PATH OF EGRESS TRAVELBUILDING AREA DIAGONAL (D1) DISTANCE (IN FEET)7141.5EXIT REMOTENESS TESTEXIT TO EXIT DIAGONAL (D2) DISTANCE (IN FEET)58% EXIT TO EXIT DISTANCE AS PERCENT OF DIAGONAL (D2/D1)33%1015.2.1, EXCEPTION 2 - MINIMUM PERCENT REQUIREDTABLE 1017.2 - MINIMUM CORRIDOR WIDTH (IN INCHES) 44 64CORRIDORSTABLE 1017.3, EXCEPTION 3 - MAXIMUM DEAD END CORRIDOR (IN FEET ) 50 22DEAD ENDSREQUIRED PROVIDEDTABLE 1005.1 - EGRESS WIDTH PER OCCUPANT SERVED = 0.2 INCHES/OCCUPANTSTAIR 1: EGRESS CAPACITY (IN NUMBER OF OCCUPANTS): DOOR WIDTH = 36 INCHESEXIT CAPACITIES1802STAIR 2: EGRESS CAPACITY (IN NUMBER OF OCCUPANTS): DOOR WIDTH = 36 INCHES 180AREA OF REFUGE111007.6 - MINIMUM NUMBER OF 30"X48" AREA REFUGE REQUIRED (1 PER 200 OCCUPANTS)HEHORIZONTALEXITEEEXITACCESS46 SFB004SPRINKLER/WATER SERVICEEXIT TO EXIT DIAGONAL D2 = 41.5 FEETADDITION (WORK AREA 2)EXISTING BUILDING (WORK AREA 1)ADDITION (WORK AREA 2)EXISTING BUILDING (WORK AREA 1)EXIT ACCESS TRAVELDISTANCE (EATD) = 85 FEETBUILDING AREA DIAGONAL D1 = 71 FEET494 SFB005STORAGE196 SFBS002STAIR #2422 SFB002MECHANANICAL314 SFBC001CORRIDOR88 SFB007ELEVATOR MACHINE71 SFB006TEL / DATACOMMON PATH OF EGRESSTRAVEL (CPET) = 32 FEETUNEXCAVATEDBACKFILLED AREA(236 SF)FECFEC69 SFB001ELEVATOR78 SFBS001STAIR #1DEAD END CORRIDORDISTANCE = 22 FEETCRAWL SPACE± 5' -0" HEAD ROOM5' - 4 3/8"5' - 6 3/8"EEEE5' - 5"7' - 0"PROVIDE 1-HOUR FIRE RESISTANCE RATED /SEPARATION BETWEEN BASEMENT AREASAND SOUTH VESTIBULE 104 CEILING/FLOORAREA ABOVE DIRECTLY ABOVE PER BCNYS,SECTION 124.1, EXCEPTION 2, ITEMS 1 & 3.10' - 2"EXIT ACCESSTRAVEL DISTANCE(EATD) = 78 FEETCOMMON PATH OFEGRESS TRAVEL(CPET) = 38 FEETUPEXITEXITEXITEXITEXITSHAFT ENCLOSURE: REQUIRES1 HOUR RATED WALLASSEMBLY PER BCNYS 707.4ACCESS GATE ON MAGNETICHOLD-OPEN DEVICECONNECTED TO FIRE ALARMSYSTEM, FAIL-SAFE CLOSEDBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 7:58:41 AMG100BASEMENTCODECONFORMANCEPLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A4BASEMENT CODE CONFORMANCE PLAN0'2'4'8'REVISION SCHEDULENAME DATECODE LEGENDCODE CONFORMANCE CHART
UPBUILDING AREA DIAGONAL D1 = 71 FEETVERTICAL EXIT ENCLOSURE:REQUIRES 1 HOUR RATED WALLASSEMBLY PER BCNYS 1020.1SHAFT ENCLOSURE: REQUIRES1 HOUR RATED WALLASSEMBLY PER BCNYS 707.4ADDITION (WORK AREA 2)EXISTING BUILDING (WORK AREA 1)ADDITION (WORK AREA 2)EXISTING BUILDING (WORK AREA 1)116 SF106MANAGER112 SF108OFFICE 1113 SF110STAFF51 SF110ATOILET 113 SF102AIT236 SF102NORTH VESTIBULE206 SFS101STAIR 169 SF101ELEVATOR142 SF103AVAULT561 SF103TELLER77 SF104SOUTH VESTIBULE81 SF107BUSINESS HUB134 SF109OFFICE 2196 SFS102STAIR 2EXIT TO EXIT DIAGONAL D2 = 49.5 FEETDEAD END CORRIDOR DISTANCE = 24 FEETEDEDCOMMON PATH OF EGRESSTRAVEL (CPET) = 32 FEETDNUPEXITACCESS GATE ON MAGNETIC HOLD-OPEN DEVICE CONNECTED TO FIREALARM SYSTEM, FAIL-SAFE CLOSEDEXIT3' - 5 3/4"DNUPCLEAR5' - 0" MIN.CLEAR5' - 0" MIN.DNDNACCESS GATE ON MAGNETICHOLD-OPEN DEVICECONNECTED TO FIRE ALARMSYSTEM, FAIL-SAFE CLOSEDACCESSIBLE ENTRANCECOMMON PATH OFEGRESS TRAVEL(CPET) = 39 FEETEXIT ACCESS TRAVELDISTANCE (EATD) = 73 FEETUPDNEXITEXITEXITEXITEXITPROVIDE 1-HOUR FIRE RESISTANCE RATED / SEPARATIONBETWEEN BASEMENT AREAS AND SOUTH VESTIBULE 104CEILING/FLOOR AREA ABOVE DIRECTLY ABOVE PER BCNYS,SECTION 124.1, EXCEPTION 2, ITEMS 1 & 3.FECEXPOSED STRUCTURAL STEELFRAMING TO HAVE 1-HOUR FIRE-RESISTIVE INTUMESCENT COATINGEXPOSED STRUCTURALSTEEL FRAMING TO HAVE1-HOUR FIRE-RESISTIVEINTUMESCENT COATINGLOCATION OF EXITSEXIT ACCESS TRAVEL DISTANCE (EATD):DISTANCE TO EXITS FROM THE MOST REMOTEPOINT IN THE MOST REMOTE ROOM ON THE FLOORDIRECTION OF EGRESS TRAVEL, INCLUDINGDIRECTION OF SWING OF DOORSCOMMON PATH OF EGRESS TRAVEL (CPET)REMOTENESS OF EXITSEXIT TO EXIT DIAGONAL (D2)BUILDING AREA DIAGONAL (D1)DIRECTION OF EGRESS TRAVEL INDICATED BYORDIRECTION OF DOOR SWING IS SHOWN GRAPHICALLY FOR EACH DOORMINIMUM 1 HOUR CONSTRUCTIONMINIMUM 2 HOUR CONSTRUCTIONDEAD END CORRIDORSMOKE BARRIER (1 HOUR CONSTRUCTION)SMOKE PARTITIONCONTRACT LIMIT LINEEEENCLOSEDEXITEDEXIT DISCHARGETO EXTERIORFLOOR AREASTOTAL AREA2,831 SFAREA OF EXISTING BUILDING (WORK AREA 1)2,288 SFAREA OF ADDITION (WORK AREA 2)543 SFCLASSIFICATION OF WORK PER EXISTING BUILDING CODE OF NYS 2010 - CHAPTER 4ALTERATIONS LEVEL 3WORK AREA 1ADDITIONSWORK AREA 2OCCUPANT LOADS PER BUILDING CODE OF NYS 2010 - TABLE 1004.1BUSINESS AREASACCESSORY STORAGE AND MECHANICAL AREASAREA CLASSIFICATIONGROSSAREAAREA PEROCCUPANTCALCULATEDOCCUPANCYACTUALOCCUPANCY0 SF2,463 SF300 SF100 SF08--TOTAL OCCUPANT LOADMEANS OF EGRESS COMPLIANCE PER BUILDING CODE OF NYS 2010 - CHAPTER 10TABLE 1019.1 - MINIMUM NUMBER OF EXITS REQUIRED 2NUMBER OF EXITSTABLE 1016.1 - EXIT ACCESS TRAVEL DISTANCE (EATD) MAXIMUM ALLOWABLE (IN FEET) 300EXIT ACCESS TRAVEL DISTANCE (IN FEET)1014.3 -COMMON PATH OF EGRESS TRAVEL (CPET) MAXIMUM ALLOWABLE (IN FEET) 75COMMON PATH OF EGRESS TRAVELBUILDING AREA DIAGONAL (D1) DISTANCE (IN FEET)EXIT REMOTENESS TESTEXIT TO EXIT DIAGONAL (D2) DISTANCE (IN FEET) EXIT TO EXIT DISTANCE AS PERCENT OF DIAGONAL (D2/D1)1015.2.1, EXCEPTION 2 - MINIMUM PERCENT REQUIREDTABLE 1017.2 - MINIMUM CORRIDOR WIDTH (IN INCHES) 44CORRIDORSTABLE 1017.3, EXCEPTION 3 - MAXIMUM DEAD END CORRIDOR (IN FEET ) 50DEAD ENDSREQUIREDTABLE 1005.1 - EGRESS WIDTH PER OCCUPANT SERVED = 0.2 INCHES/OCCUPANTSTAIR 1: EGRESS CAPACITY (IN NUMBER OF OCCUPANTS): DOOR WIDTH = 36 INCHESEXIT CAPACITIES5STAIR 2: EGRESS CAPACITY (IN NUMBER OF OCCUPANTS): DOOR WIDTH = 36 INCHESAREA OF REFUGE11007.6 - MINIMUM NUMBER OF 30"X48" AREA REFUGE REQUIRED (1 PER 200 OCCUPANTS)HEHORIZONTALEXITEEEXITACCESSDESIGNOCCUPANCY025252MAX. 73 MAX. 397149.570%33%6024PROVIDED1801801BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 7:58:49 AMG101FIRST FLOORCODECONFORMANCEPLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A3FIRST FLOOR CODE CONFORMANCE PLAN0'2'4'8'REVISION SCHEDULENAME DATECODE LEGENDCODE CONFORMANCE CHART
COMMON PATH OFEGRESS TRAVEL (CPET)DISTANCE - 30'ADDITION (WORK AREA 2)EXISTING BUILDING (WORK AREA 1)ADDITION (WORK AREA 2)EXISTING BUILDING (WORK AREA 1)BUILDING AREA DIAGONAL D1 = 71 FEETVERTICAL EXIT ENCLOSURE:REQUIRES 1 HOUR RATED WALLASSEMBLY PER BCNYS 1020.1SHAFT ENCLOSURE: REQUIRES1 HOUR RATED WALLASSEMBLY PER BCNYS 707.4DNFECFEC24 SF202AJANITOR52 SF203TOILET 350 SF204TOILET 449 SF202BTOILET 21461 SF207FUTURE FIT-OUT TENANT69 SF201ELEVATOR198 SF202ELEVATOR LOBBY209 SFS201STAIR 1207 SFS202STAIR 2EXIT TO EXIT DIAGONAL D2 = 43 FEETEXIT ACCESSTRAVEL DISTANCE(EATD) = 57 FEETEEEEDNEXITEXITEXITEXIT ACCESS TRAVELDISTANCE (EATD) = 46 FEETAREA OFREFUGELOCATION OF EXITSEXIT ACCESS TRAVEL DISTANCE (EATD):DISTANCE TO EXITS FROM THE MOST REMOTEPOINT IN THE MOST REMOTE ROOM ON THE FLOORDIRECTION OF EGRESS TRAVEL, INCLUDINGDIRECTION OF SWING OF DOORSCOMMON PATH OF EGRESS TRAVEL (CPET)REMOTENESS OF EXITSEXIT TO EXIT DIAGONAL (D2)BUILDING AREA DIAGONAL (D1)DIRECTION OF EGRESS TRAVEL INDICATED BYORDIRECTION OF DOOR SWING IS SHOWN GRAPHICALLY FOR EACH DOORMINIMUM 1 HOUR CONSTRUCTIONMINIMUM 2 HOUR CONSTRUCTIONDEAD END CORRIDORSMOKE BARRIER (1 HOUR CONSTRUCTION)SMOKE PARTITIONCONTRACT LIMIT LINEEEENCLOSEDEXITEDEXIT DISCHARGETO EXTERIORFLOOR AREASTOTAL AREA2,831 SFAREA OF EXISTING BUILDING (WORK AREA 1)2,288 SFAREA OF ADDITION (WORK AREA 2)543 SFCLASSIFICATION OF WORK PER EXISTING BUILDING CODE OF NYS 2010 - CHAPTER 4ALTERATIONS LEVEL 3WORK AREA 1ADDITIONSWORK AREA 2OCCUPANT LOADS PER BUILDING CODE OF NYS 2010 - TABLE 1004.1BUSINESS AREASACCESSORY STORAGE AND MECHANICAL AREASAREA CLASSIFICATIONGROSSAREAAREA PEROCCUPANTCALCULATEDOCCUPANCYACTUALOCCUPANCY0 SF2,463 SF300 SF100 SF08--TOTAL OCCUPANT LOADMEANS OF EGRESS COMPLIANCE PER BUILDING CODE OF NYS 2010 - CHAPTER 10TABLE 1019.1 - MINIMUM NUMBER OF EXITS REQUIRED 2NUMBER OF EXITSTABLE 1016.1 - EXIT ACCESS TRAVEL DISTANCE (EATD) MAXIMUM ALLOWABLE (IN FEET) 300EXIT ACCESS TRAVEL DISTANCE (IN FEET)1014.3 -COMMON PATH OF EGRESS TRAVEL (CPET) MAXIMUM ALLOWABLE (IN FEET) 75COMMON PATH OF EGRESS TRAVELBUILDING AREA DIAGONAL (D1) DISTANCE (IN FEET)EXIT REMOTENESS TESTEXIT TO EXIT DIAGONAL (D2) DISTANCE (IN FEET) EXIT TO EXIT DISTANCE AS PERCENT OF DIAGONAL (D2/D1)1015.2.1, EXCEPTION 2 - MINIMUM PERCENT REQUIREDTABLE 1017.2 - MINIMUM CORRIDOR WIDTH (IN INCHES) 44CORRIDORSTABLE 1017.3, EXCEPTION 3 - MAXIMUM DEAD END CORRIDOR (IN FEET ) 50DEAD ENDSREQUIREDTABLE 1005.1 - EGRESS WIDTH PER OCCUPANT SERVED = 0.2 INCHES/OCCUPANTSTAIR 1: EGRESS CAPACITY (IN NUMBER OF OCCUPANTS): DOOR WIDTH = 36 INCHESEXIT CAPACITIES5STAIR 2: EGRESS CAPACITY (IN NUMBER OF OCCUPANTS): DOOR WIDTH = 36 INCHESAREA OF REFUGE11007.6 - MINIMUM NUMBER OF 30"X48" AREA REFUGE REQUIRED (1 PER 200 OCCUPANTS)HEHORIZONTALEXITEEEXITACCESSDESIGNOCCUPANCY025252MAX. 57 MAX. 30714360%33%TBDN/APROVIDED1801801BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 7:58:52 AMG102SECONDFLOOR CODECONFORMANCEDRAWING06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A4SECOND FLOOR CODE CONFORMANCE PLAN0'2'4'8'REVISION SCHEDULENAME DATECODE LEGENDCODE CONFORMANCE CHART
DATE:
PROJECT:
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CHECKED:
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Architecture
Planning
Interior Design
217 North Aurora Street
Ithaca NY 14850
p 607.273.7600 f 607.273.0475
HOLTARCHITECTS
AJS
15035/E15-56
DMH
WARNING: It is a violation of
New York State Law for any
person, unless acting under the
direction of a licensed Architect,
to alter this document in any way.
If a document bearing the seal of
an Architect is altered, the
altering Architect shall affix to
such document his seal and the
notation "altered by" followed by
his signature, the date of such
alteration, and a specific
description of the alteration.
REVISION SCHEDULE
NAME DATE
BID
DOCUMENT
9 FEBRUARY 2017ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOEROSION,
SEDIMENT
CONTROL AND
DEMOLITION
PLAN
C101
ADD-02 8/15/2016
PR#1 9/27/2016
390390389.5391390.5390.5
391
390
389.5391.5390.5391389.8390.5
390
390390.5DATE:
PROJECT:
DRAWN BY:
CHECKED:
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B
C
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A
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C
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1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
Architecture
Planning
Interior Design
217 North Aurora Street
Ithaca NY 14850
p 607.273.7600 f 607.273.0475
HOLTARCHITECTS
AJS
15035/E15-56
DMH
WARNING: It is a violation of
New York State Law for any
person, unless acting under the
direction of a licensed Architect,
to alter this document in any way.
If a document bearing the seal of
an Architect is altered, the
altering Architect shall affix to
such document his seal and the
notation "altered by" followed by
his signature, the date of such
alteration, and a specific
description of the alteration.
REVISION SCHEDULE
NAME DATE
BID
DOCUMENT
9 FEBRUARY 2017ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOUTILITY PLAN
AND
DETAILS
C102
ADD-02 8/15/2016
PR#1 9/27/2016
“”“”“”
“”
“”
”
“
”
ASI#7 2/1/2017
DATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSAJS15035/E15-56DMHWARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.REVISION SCHEDULENAMEDATEBIDDOCUMENT9 FEBRUARY 2017ITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET
RENOVATIONS & ADDITIONS TOMAINTENANCEANDPROTECTIONOF TRAFFICC301“”“” ADD-028/15/2016
NORTH MEADOW STREETWEST STATE STREETREMOVE GRANITE CURBREMOVE CONCRETE PAVERS(SALVAGE FOR REINSTALLATION)REMOVE CONCRETE WALKWAYREMOVE GRAVEL DRIVE AND VEGETATIONREMOVE VEGETATIONREMOVE ASPHALT PAVEMENTREMOVE ASPHALT PAVEMENTREMOVE WALLREMOVE SIGNSTAIRS TO BE REMOVED - SEEARCHITECTURAL DRAWINGSREMOVE CONCRETE PAVERS(SALVAGE FOR REINSTALLATION)SAWCUT ASPHALTSAWCUT CONCRETE ATNEAREST SCORE JOINTSAWCUT CONCRETE ATNEAREST SCORE JOINTREMOVE VEGETATIONSAWCUT ASPHALTSTAIRS TO BE REMOVED - SEEARCHITECTURAL DRAWINGSWINDOW WELL TO BE REMOVED - TYP(SEE ARCHITECTURAL DRAWINGS)WINDOW WELL TO BE REMOVED - TYP(SEE ARCHITECTURAL DRAWINGS)REMOVE VEGETATIONSTAIR TO REMAIN AND BE PROTECTED -SEE ARCHITECTURAL PLANSREMOVE TREESTRAFFIC POLE TO REMAIN AND BE PROTECTEDREMOVE TRAFFIC SIGN -SALVAGE FORREINSTALLATIONUTILITY POLE TO REMAIN AND BE PROTECTEDGREASE TRAPS -SEE CIVIL PLANSUTILITY POLE TO REMAIN AND BE PROTECTEDTRAFFIC SIGN TO BE REMOVED - TYPBUILDING TO REMAINREMOVEASPHALT PAVEMENTBUILDING EXTENSION TO BEREMOVED - SEE ARCHITECTURALDRAWINGSBUILDING TO BE REMOVEDSEE ARCHITECTURAL SPECIFICATIONSREMOVE TRAFFIC SIGN -SALVAGE FORREINSTALLATIONELECTRICAL PULL BOX TO REMAIN AND BE PROTECTEDBUILDING TO BE REMOVEDSEE ARCHITECTURALSPECIFICATIONSFile: T:\PROJECTS\Elmira Savings Bank_602 WSS\ACAD\15035 BASE.dwg Plot Date: 2/6/2017
L101DEMO PLANDATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSKAM15035JLFBIDDOCUMENT9 FEBRUARY 2017RENOVATIONS & ADDITIONS TO REVISION SCHEDULENAMEDATEITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-6092CONTRACT LIMIT LINEGENERAL SHEET NOTES - DEMOLITIONSAWCUT PAVEMENTBUILDING SIGN AND FOOTINGS TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS AND/OR RAILINGS TO BE REMOVEDTRAFFIC SIGN 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.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.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVING TOBE REMOVEDREMOVE ASPHALT AND SUBBASECONCRETE PAVERS TO BE REMOVED(SALVAGE FOR REINSTALLATION)VEGETATION OR GRAVEL TO BE REMOVEDWALLS, SIGNS OR SITE STRUCTURES TO BE REMOVEDLEGEND
NORTH MEADOW STREETWEST STATE STREET8.00'7.50'5.00'2.00'6.50'+/-15'4.00'R5'R5'R8'R5'A,BA9L-501PIN AT BUILDINGTHRESHOLDB1L-501FLUSH GRANITE CURBF1L-501ADA CURB RAMP - TYPE 1D3L-501ADA PAVEMENTMARKINGSB1L-501FLUSH GRANITE CURBB3L-501GRANITE CURBB3L-501GRANITE CURBB3L-501GRANITE CURB8.50'TYPA5L-502TRASH ENCLOSURE+/-2.25'+/-3.75'BUILDING ADDITION -SEE ARCHITECTURALDRAWINGSDRIVE THRU CANOPY- SEE ARCHITECTURAL DRAWINGSCR10'R4'B5L-501STAND ALONE GRANITE CURBTRANSITION TO STANDALONE GRANITE CURBTRANSITION TO STANDALONE GRANITE CURBB3L-501GRANITE CURBA1L-5023' TALL VEGETATED SCREEN WALLREINSTALLEDTRAFFIC SIGNREINSTALLEDTRAFFIC SIGNSIGN - SEEARCHITECTURALDRAWINGSCONDENSOR UNITS -SEE MECHANICAL DRAWINGS6.00'
10.00'18.50'24.00'
+/-25.50'
4.50'11.75'76.50'(9 SPACES @ 8.50')21.50'21.50'51.00'(6 SPACES @ 8.50')
10.00'TIE INTO EXISTING4.50'2.25'R2
'5.75'9.00'4.00'9.00'18.25'18.00'27.25'18.00'13.50'14.00'+/-8.50'R
5
'R5'R3'
+/-7.50' MATCHEXISTING WALKWIDTH
17.50'7.50'WHITE PAVEMENT MARKINGS, TYP2.00'6.44'2.25'
+/-6.50'
18.00'
5.75'D1L-502SIDEWALK DRIVEWAY CROSSINGC1L-502ADA CURB RAMP - TYPE 214.50'B5L-501STAND ALONE GRANITE CURBC3L-502SIDEWALK DRIVEWAY CROSSINGEXISTINGCROSSWALKSTRIPING - TYP.5.00'6.00'6.00'7.50'4.75'1.50'4.75'2.50'+/-12.25'R27'R15'12.00'15.00'R2'R10'R10'R18'R14'DDE,CE,C3.00'TYP3.00'TYPCURB FLUSHAT SIDEWALKB3L-501GRANITE CURB(6" RAISED)10.00'File: T:\PROJECTS\Elmira Savings Bank_602 WSS\ACAD\15035 BASE.dwg Plot Date: 2/6/2017
L201LAYOUT PLANDATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSKAM15035JLFBIDDOCUMENT9 FEBRUARY 2017RENOVATIONS & ADDITIONS TO REVISION SCHEDULENAMEDATEITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-60921.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 - LAYOUTD1L501CONTRACT LIMIT LINESAWCUT PAVEMENTBOLLARDTRAFFIC SIGNALEGENDD4L501CONCRETE WHEELSTOP (CENTERED ON SPACES SIDE-TO-SIDE)CONCRETE EXPANSION JOINTCONCRETE TOOL JOINTFURNISHING SCHEDULETYPEQUANTITYMODEL / TYPEFINISHBICYCLE RACK2DERO - HOOP RACKS.S. BRUSHEDSYMBOL0010'20'KEYMATERIALDETAILASPHALT PAVEMENTMEDIUM DUTY CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTCONCRETE PAVERS ON CONCRETE BASETREE PITS WITH POROUS BOUND AGGREGATE PAVEMENTASPHALT PATCHA3,A7L501A1,A7L501B9L501F5L501B7L501D9L501D7L501BICYCLE RACKPARKING LOT - POST TOP FIXTUREBEACON - VIPER SM - 14' ROUND POLESEE ELECTRICAL DRAWINGS1 - ADD#28.15.162 - ASI#19.16.163 - PR#19.27.164 - ASI#82.3.2016
389.11TC 389.27BC 388.77390.77FFE 392.82TC/BC 390.52389.92TC/BC388.99TC 390.35BC 389.95TC 390.65BC 390.15TC/BC 389.59TC/BC 389.49389.59FFE 392.82NORTH MEADOW STREETWEST STATE STREETTC/BC 389.97TC/BC 389.92FFE 390.77BS 390.13TC 391.9BC 391.4+/-2.7%390.75MAX. 1/4" BELOWTHRESHOLDTC/BC 390.40TC 390.73BC 390.23390.60TC 390.25BC 389.75390390.901.8%
MAX
1.5%TC 390.25BC 389.75TC 389.53BC 389.03389.91TC 392.10BC 391.60TC 392.30BC 391.80390
389.5
391
390.52%390.5DRYWELLRIM 389.87391390389.5391.5
390.5391389.8TC 391.7BC 391.2TC 390.58BC 390.084.5%2%2%2%2%2%5% MAX1.5% MAX1.5% MAX1.5% MAXDOWNSPOUT -SEE CIVILTC 389.81BC 389.311.5% MAXTC 388.88BC 388.80TC 389.00BC 388.92389.73389.96389.63389.51389.63389.86TC 389.64BC 389.14TC 389.68BC 389.18389.75389.78389.83389.94TC/BC 389.531.5% MAXTC 389.76BC 389.26TC 389.63BC 389.13+/-TC 389.59+/-BC 389.09TC/BC 389.20TC/BC 389.81TC/BC 389.87TC 392.00BC 391.50TC 392.00BC 391.50 (FRONT AND BACK)TC 391.65BC 391.15 (FRONT AND BACK)TC 391.22BC 390.72TC 391.29BC 390.79TC 390.77BC 390.27TC 391.00BC 390.50TC 391.00BC 390.50TC 391.07BC 390.57389.99389.96+/-389.77TIE INTO EXISTING GRADES+/-389.68TIE INTO EXISTING GRADES+/-389.16TIE INTO EXISTING GRADESTC 389.87BC 389.37390.72TC 391.45BC 390.95TC 390.35BC 389.85390.85390.75390.5TC/BC 389.571.5% MAX391.20TC 391.20BC 390.70TC 391.32BC 390.822.0%TC 389.48BC 388.98DROP CURBDROP CURBTC 389.77BC 389.41DROP CURBTC 389.80389.84389.97TC 389.90BC 389.62389.63TC 389.93BC 389.43TC 389.97BC 389.47TC 389.87BC 389.54390.20390.20389.693903
9
0DROP CURBDROP CURBFLUSH CURBDROP CURBDROP CURBTC 390.15BC 389.65TC 390.68BC 389.182%2%PITCH CORNER UP TODRAIN AROUND CORNER391.20391.23391.18DROP CURBTC 391.00BC 390.50390.62TC 391.00BC 390.50 (FRONT AND BACK)TC 390.55BC 390.05TC 390.55BC 390.05CLEANOUTRIM 389.82DOWNSPOUT -SEE CIVILTRANSITION TOSTAND-ALONE CURBTRANSITION TOSTAND-ALONE CURBSTAIRS (REFER TOARCHITECTURALDRAWINGS)390.5
1" REVEALTYPICAL389.59389.38+/-TC 389.11+/-BC 388.67TIE INTO EXISTINGGRADES7.5% MAX1.5% MAX 389.69CENTER OF SWALE - 1.8% SLOPE1.5% MAX390.45TC 389.84BC 389.571.5% MAX389.904.5% MAX4.5% MAX8.0% MAXTC 389.64BC 389.14TC 390.47BC 389.97TC 390.51BC 391.02File: T:\PROJECTS\Elmira Savings Bank_602 WSS\ACAD\15035 BASE.dwg Plot Date: 2/6/2017
L301GRADING PLANDATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSKAM15035JLFBIDDOCUMENT9 FEBRUARY 2017RENOVATIONS & ADDITIONS TO REVISION SCHEDULENAMEDATEITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-60921.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 MAJOR CONTOURPROPOSED SPOT ELEVATIONBC = BOTTOM OF CURBTC = TOP OF CURBFFE = FINISHED FLOOR ELEVATIONPROPOSED CATCH BASIN / DRAINAGE INLETEXISTING SPOT ELEVATIONPROPOSED CONTOUR0010'20'CONTRACT LIMIT LINETC 389.30BC 388.80PROPOSED HALF CONTOUR1 - ADD#28.15.162 - PR#19.27.163 - ASI#82.3.2016
NORTH MEADOW STREETWEST STATE STREET12SPj4CAa4CAa6WEf6CAa3CSc7PAi3CSc12WEf3JVI2MSf3JVi11SPj13CSc8CAa2MSf5CSc11CAa2MSf5CSc10CAa6SPj6WEf3CSc16PAi11WEf10PAi3CAa4WEf1SOa1MSs1MSs1MSs5CSc7AAi8CJa6CSc13CAa16PAi17PCa13PAi25PCa13HCb8HCbFile: T:\PROJECTS\Elmira Savings Bank_602 WSS\ACAD\15035 BASE.dwg Plot Date: 2/6/2017
L401PLANTING PLANDATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSKAM15035JLFBIDDOCUMENT9 FEBRUARY 2017RENOVATIONS & ADDITIONS TO REVISION SCHEDULENAMEDATEITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-6092GENERAL 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 / PERENNIALS++++++++CONTRACT LIMIT LINEPROPOSED TREEF7L501F9L501QTKEYBOTANICAL NAMECOMMON NAMESIZEROOTDECIDUOUS TREES1ACmAcer miyabei 'Morton'State Street Miyabe Maple1 3/4" TO 2 1/4"B&B1SOaSorbus alnifoliaKorean Whitebeam1 3/4" TO 2 1/4"B&BORNAMENTAL TREES6MSfMalus sargentii 'Firebird'Firebird Crabapple8 - 10'B&B3MSsMalus sargentii 'Sentinel'Sentinlel Crabapple8 - 10'B&BSHRUBS43CScCornus sericea 'Cardinal'Cardinal Red Twig Dogwood#5CONT22HCbHypericum calycinum 'Brigadoon'St. John's Wort#1CONT6JViJuniperus virginiana 'Grey Owl'Grey Owl Juniper#5CONT42PCaPaxistima canbyiMountain Lover#1CONT29SPjSpiraea japonica 'Goldflame'Goldflame Japanese Spirea#3CONT39WEfWeigela florida 'Wine & Roses'Weigela#1CONTPERENNIALS58CAaCalamagrostis x acutiflora 'Karl Foerster'Feather Reed Grass#2CONT38PAiPennisetum alopecuroides 'Hameln'Fountain GrassVINES7AAiActinidia arguta 'Issai'Issai Hardy Kiwi#1CONT8CJaClematis 'Jackmanii'Jackmanii Clematis#1CONTTURF LAWNF3L5011 - ADD#28.15.162 - PR#19.27.163 - ASI#82.3.2017
Scale: 1/4"=1'-0"TREE PLANTINGF9PLANT SHALL BE SET AT ORSLIGHTLY ABOVE THE STABLISHEDFINISH GRADE4" SPECIFIED SHREDDED BARK MULCH,INCLUDED IN 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.3X WIDTH OF ROOT BALL6" MINScale: 1/4"=1'-0"PERENNIAL AND SHRUB PLANTINGF7NOTES:1.PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2.PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLINGSHREDDED 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 EDGECOMPACTED BASE24"
MIN
TREE PLANTING, ITEM 611.0111Scale: 1/4"=1'-0"ADA CURB RAMP - TYPE 1F16'-0"PITCH 1:12MAXDETECTABLE WARNINGS- SEE SPECS.NOTES:1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.SEE PLAN 9'-0"121ISOMETRIC VIEW N.T.S.PLAN6' TYP.5" TYP9'-0"1.5% MAX2'-0"2'-6"2'-6"2'-0"SAWCUT RESURFACE LIMITLOCATION AS SHOWN ON PLANSITEM 608.020102BITUMINOUS SEALERITEM 608.020102EXISTING ASPHALTEXISTING SUB-BASE2" NYSDOT TYPE 7 TOP3" NYSDOT TYPE 3 BINDERITEM 608.0201021'=1'-0"ASPHALT PATCHB71'-6"NYSDOT TYPE 2 GRANULARSUB-BASE COURSE - MIN 8" DEEP3"CONCRETE WALKITEM 608.0101#4 REBAR @ 18" O.C. BOTH WAYSITEM 608.0101COMPACTED SUB-BASEITEM 304.12COMPACTED SUBGRADEITEM 203.03NOTES: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 PLAN6"1'-0"Scale: 1"=1'-0"HEAVY DUTY CONCRETE PAVEMENTA13"WELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9FLAT SHEETS SET ON CHAIRS ITEM 608.0101COMPACTED SUBBASEITEM 304.12NOTES: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 PAVEMENTA3COMPACTED SUBGRADEITEM 203.03CONCRETE PAVEMENT MIX (4500PSI AT 28DAYS) - ITEM 608.01016"5"MEDIUM BROOM FINISH. BROOMPERPENDICULAR TO LINE OFTRAFFIC. ITEM 608.0101NOTES: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 DETAILA7TOOLED CONTROL JOINTS ITEM 608.01012" WINDOW PANE EDGE FINISH ITEM 608.01011 1/2" NYSDOT TYPE 7 TOPITEM 608.0201023" NYSDOT TYPE 3 BINDERITEM 608.020102COMPACTED NYSDOT TYPE 2SUBBASE - ITEM 304.12COMPACTED SUBGRADEITEM 203.03112"1'-0"3"GEOTEXTILE SEPARATION FABRICITEM 207.21TO WRAP UNDER ASPHALT2'-0"WRAPTAMP EDGESScale: 1"=1'-0"ASPHALT PAVEMENTB9NOTES: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 PLANS1/2" EXPANSION JOINT (EJ)/CONSTRUCTION JOINT (CJ) ANDCLOSED-CELL FOAM FILLER ANDJOINT SEALANT ITEM 608.01011/2" EPOXY COATED SMOOTH DOWELx 18" W/ PLASTIC SLEEVE AT 18" O.C. ITEM 608.0101TJEJScale: 1"=1'-0"CONCRETE JOINTSA51" DEEP TOOL JOINT (TJ)W/ 14" RADIUS ITEM 608.0101Scale: 1"=1'-0"FLUSH GRANITE CURB B1ADJACENT PAVINGCONCRETE DRY MIX BEDDING UNIFORM PILESAT EACH END AND ON 3-FOOT CENTERSBENEATH CURB FOR FULL LENGTH OF CURB.ITEM 609.02521'-2"5"FLUSH GRANITE CURB W/ SAWN &THERMAL TOP AND SAWN FACESITEM 609.02523000 PSI CONCRETE BACKING FULL LENGTHOF CURB. FORCE CONCRETE THROUGH BACKOF JOINTS. GROUT FRONT AND TOP OF JOINTSFLUSH WITH 1:2 MORTAR MIX.ITEM 609.0252ADJACENT PAVING3"2'-0"NOTES:1.FLUSH CURBING TO HAVE A MAX. 1/4" REVEAL FROM CURB TO ADJACENT PAVEMENT.1'-4"NOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"ADJACENT PAVINGADJACENT PAVEMENT OR PLANTINGScale: 1"=1'-0"GRANITE CURBB3GRANITE CURB, 1/2" BATTERED FACE,6" DOWN FROM SAWN TOP.ITEM 609.02013000 PSI CONCRETE BACKING FULLLENGTH OF CURB. FORCE CONCRETETHROUGH BACK OF JOINTS. GROUTFRONT AND TOP OF JOINTS FLUSHWITH MORTAR MIX. ITEM 609.02013"VARIES PERGRADING PLAN,6" TYPICAL5"1:3:6 DRY MIX, UNIFORM PILES AT EACHEND AND ON 3-FOOT CENTERSBENEATH CURB FOR FULL LENGTH OFCURB. ITEM 609.020112" EXPANSION JOINT AND JOINTSEALANT BETWEEN GRANITE ANDCONCRETE. ITEM 609.0201IN DOT ROW ONLY - REPLACEDRAINAGE STONE AND ANY EXISTINGUNDERDRAIN THAT IS DISTURBED.SEE CIVILCOMPACTED SUBGRADENOTE:1.1/4" MAX. RECESS AT BUILDING THRESHOLDCONCRETE PAVEMENT AT BUILDINGTHRESHOLDS4"1'-6"BUILDING FACE#4 EPOXY-COATED SMOOTH DOWELAT 16" O.C. GREASE AND CAST INTOFOUNDATION WALL.BUILDING FOUNDATIONEXPANSION JOINTScale: 1"=1'-0"PIN AT BUIDLINGA96"HANDICAP PAVEMENT MARKINGTRAFFIC WHITE4" WIDE PAINTLINE, TYP.CURB FACETRAFFIC WHITE4" WIDE PAINTLINE, TYP.3'-0"
TYP.12"7'-0" CLEAR
MIN., TYP.NOTES: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.2" GALVANIZED U-CHANNEL POSTWITH BREAKAWAY BASEADJACENT PAVEMENT2500 PSI CONC. SONO TUBERESERVEDPARKINGTYPE ATYPE BScale: 1/4"=1'-0"ADA PAVEMENT MARKINGS D3PARKINGINAISLETRAFFIC BLUEPAINT4'-0"TRAFFIC WHITEPAINTScale: 1/4"=1'-0"TRAFFIC SIGNSD4STOPPEDESTRIANCROSSINGTYPE DNEW YORK STATEACCESSIBLE ICONSTOPPEDESTRIANCROSSINGDO NOTENTERTYPE CTYPE ENO LEFTTURNScale: 1/2"=1'-0"BICYCLE RACKD7STAINLESS STEEL BIKE RACKMEDIUM DUTY CONCRETEPAVEMENTNOTES:1.PROVIDE STAINLESS STEEL MOUNTING HARDWARE2.MOUNT AS PER MANUFACTURER'S SPECIFICATIONS.3.FOR BICYCLE RACK PRODUCT, SEE SPECIFICATIONSSURFACE MOUNT6"ADJACENT PLANTING1'-8"ADJACENT PAVINGScale: 1"=1'-0"STAND ALONE GRANITE CURBB5GRANITE CURB1/2" BATTERED FACE, 6"DOWN FROM SAWN TOP.10" MIN.3"VARIES PER GRADING PLAN,6" TYPICAL5"1:3:6 DRY MIXUNIFORM PILES AT EACH END ANDON 3-FOOT CENTERS BENEATH CURBFOR FULL LENGTH OF CURB.VARIES
SEE L301 NOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.Scale: 1/2"=1'-0"BOLLARDD1ADJACENT PAVING, MULCH, ORCURBSUBBASECOMPACTED SUBGRADE12" SONOTUBE CONCRETE3'-0"4'-0"1'-0"3'-0"4"4"4"SCHEDULE 80 STAINLESS STEEL4" O.D. PIPE BOLLARD.4" O.D. DIA X 5/8"H CONVEXSTAINLESS STEEL ENDCAP, WELDEDTO PIPEScale: 1/4"=1'-0"TREE PLANTING NEXT TO CONCRETE WALK WITH STRUCTURAL SOILF53'-0"AS PER PLANSMULCH RING ANDADJACENT LAWNITEM 610.18, 611.0111CONCRETE PAVEMENT ANDWELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9FLAT SHEETS SET ON CHAIRS ITEM 608.0101STRUCTURAL SOILITEM 610.14000011SPECIFIED PLANTING MIXITEM 610.1404Scale: 1"=1'-0"CONCRETE PAVERS ON CONCRETE BASED9NOTES: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.CONCRETE PAVERSITEM 608.03000001SAND SETTING BEDITEM 608.03000001POLYMERIC SAND SWEPT JOINTSITEM 608.03000001COMPACTED SUBBASE ORSTRUCTURAL SOIL. SEE L401 FORLOCATIONS. ITEM 304.12CONCRETE PAVEMENT BASEITEM 608.0101COMPACTED SUBGRADEITEM 203.03PROVIDE 12" WEEP HOLES AT 24"O.C.SPACE AT 10' O.C. MINIMUM AT LOWPOINT. ITEM 304.12WITH 8X8" SEPARATION FABRICOVER EACH WEEP. ITEM 207.218"5"
1"SOD OR HYDROSEEDITEM 610.18SPECIFIED TURF SOILITEM 610.1404SCARIFY 6" OF SUB-GRADE ANDRECOMPACT TO 85% PRIOR TOBACKFILLING4"Scale: 1"=1'-0"LAWN RESTORATION F3UNDISTURBED AND/ORCOMPACTED SUBGRADEDATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSKAM15035JLFBIDDOCUMENT9 FEBRUARY 2017RENOVATIONS & ADDITIONS TO REVISION SCHEDULENAMEDATEITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-6092File: T:\PROJECTS\Elmira Savings Bank_602 WSS\ACAD\15035 DETAILS.dwg Plot Date: 2/6/2017
L501SITE DETAILS
Scale: 1/2"=1'-0"TRASH ENCLOSUREA52X4 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)VEGETATED WALL PANEL(MATCH DIMENSIONS AND FINISH ON ARCH TRELLIS)4" POWDER COATED SS SQUARE STEEL TUBE W/ POST CAP, TYP. -FINISH TO MATCH EFCO MEDIUM BRONZE (SEE ARCH SPECS)VERTICAL TRELLIS - SEEARCHITECTURAL DRAWINGSScale: 1/2"=1'-0"3' TALL VEGETATED SCREEN WALLA12'-0"4'-0"1'-0"3"8'-6"334"CONCRETE FOOTINGCOMPACTED SUBGRADEBOTH SIDES - 2" POWDER COATED SS SQUARE STEEL ANGLEFRAME-FINISH TO MATCH EFCO MEDIUM BRONZE (SEE ARCH SPECS)POWDER COATED STAINLESS STEEL FASTENERS @12" O.C. - FINISH TO MATCH EFCO MEDIUM BRONSE(REFER TO ARCH SPECIFICATIONS)FINISHED GRADEGRANITE CURB9"1'-9"CONCRETE FOOTINGSEE ARCHITECTURALDRAWINGSCAST POST IN FOOTING1/2" POWDER COATED STAINLESS STEEL PLATE WELDED (TOP & BOTTOM) TOANGLE FRAME - FINISH TO MATCH EFCO MEDIUM BRONZE (SEE ARCH SPECS)SIDEWALK1.5% MAX.SIDEWALK1.5% MAX.7'-6"12'-0"FLUSH CURB1" REVEAL (TYP.)NOTES:1. SLOPE OF DRIVE WAY APRON NOT TO EXCEED 8.0%SIDEWALK1.5% MAX.Scale: NTSSIDEWALK DRIVEWAY CROSSING - TYPE AC3DRIVEWAYAPRON8.0% MAX.8'-0"R2'FLUSHCURB6" RAISEDCURBScale: 1/4"=1'-0"ADA CURB RAMP - TYPE 2C14.5% MAX NOTES:1.SEE LAYOUT PLAN FOR LOCATIONAND DIMENSION OF CURB RAMPS2.GRADE CHANGES TO BE SMOOTHAND EVENLY PITCHED.3.DETECTABLE WARNING PLATES TOBE FULL 24"30" RECTANGULAR OR10' RADIUS 24" WIDE PLATES.PLAN5'-0"5'-0"5" TYP5'-0"CAST IRON DETECTABLEWARNINGS PLATES -ITEM 608.210000037'- 6"5'-0"2'-0"7'- 6"SIDEWALK1.5% MAX.SIDEWALK4.5% MAX.4.5% MAXCAST IRON DETECTABLEWARNINGS PLATES -ITEM 608.210000032'-0"PERSPECTIVESIDEWALK4.5% MAX.SIDEWALK1.5% MAX.SIDEWALK1.5% MAX.4.5% MAX4.5% MAX 7.5% MAX7.5% MAX4.5% MAX
SIDEWALK1.5% MAX.SIDEWALK1.5% MAX.5'-0"24'-0"FLUSH CURB1" REVEAL (TYP.)NOTES:1. SIDEWALK DRIVEWAY CROSSINGS TO COMPLY WITH NYSDOT 608-03RESIDENTIAL AND MINOR COMMERCIAL DRIVEWAYS2. OUTMOST EDGE OF TRAVEL LANE IS +/-48' FROM CURBSIDEWALK1.5% MAX.Scale: NTSSIDEWALK DRIVEWAY CROSSING - TYPE BD36'-
6
"
TYP
SI
D
EW
A
L
K
7.
5%
M
A
X
.DATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSKAM15035JLFBIDDOCUMENT9 FEBRUARY 2017RENOVATIONS & ADDITIONS TO REVISION SCHEDULENAMEDATEITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET 1001 W. Seneca St., Ste. 101 Ithaca, NY 14850607-277-1400 Fax 607-277-6092File: T:\PROJECTS\Elmira Savings Bank_602 WSS\ACAD\15035 DETAILS.dwg Plot Date: 2/6/2017
L502SITE DETAILS1 - ADD#28.15.162 - PR#19.27.163 - ASI#82.3.2017
MINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2010.LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATEDFIRST FLOORCORRIDORS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASSEMBLY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CORRIDORS ABOVE FIRST FLOOR . . . . . . . . . . . . .STAIRS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LOBBY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LIGHT STORAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ROOF LIVE LOADS (1607.11.2):MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . .ROOF SNOW LOAD (1608):GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . .FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . .SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . .SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . .THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . .SLOPE ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . .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 7-05)BUILDING DESIGN LOADSAREA10 SF50 SF100 SFNEGATIVE ZONE 1NEGATIVE ZONE 2NEGATIVE ZONE 3POSITIVE ZONE 1POSITIVE ZONE 2 & 3OVERHANG ZONE 1&2OVERHANG ZONE 3-14.6-24.4-24.4 10.0 13.3-21.0-21.0-13.7-18.4-18.4 10.0 12.0-20.1-20.1-13.3-15.8-15.8 10.0 11.4-19.8-19.8SURFACE PRESSURE (PSF)ROOFAREA10 SF100 SF500 SFNEGATIVE ZONE 4NEGATIVE ZONE 5POSITIVE ZONES 4 & 5-14.4-17.8 13.3-12.5-13.9 11.4-11.1-11.1 10.0SURFACE PRESSURE (PSF)WALL100 PSF2000 lb.100 PSF80 PSF2000 lb.100 PSF300 lb. (EACH STAIR TREAD)65 PSF (WITH MOVEABLE PARTIONS)100 PSF2000 lb.125 PSF20 PSF40 PSF31 PSF1.01.01.11.0PER ASCE 7-05PER ASCE 7-0590 MPH1.0IIB+/-0.18AREA10 SF100 SF500 SFCASE A:INTERIOR ZONECORNER ZONECASE B:INTERIOR ZONECORNER ZONE 33.3 33.3-23.3-26.722.722.7-19.4-20.821.421.4-16.7-16.7SOLID PARAPET PRESSURE (PSF)PARAPETEARTHQUAKE DESIGN DATA (1613):SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . .OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . .SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . .SPECTRAL RESPONSE ACCELERATION, SI . . . . . .SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . .SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . .SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . .BASIC SEISMIC - FORCE - RESISTING SYSTEMORDINARY PLAIN MASONRY SHEARWALLSDESIGN BASE SHEAR PER ASCE 7V = .14WSEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . .RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . .ANALYSIS PROCEDURE. . . . . . . . . . . . . . . . . . . . . . . . . . .1.0II12.6 %g5.6 %g0.130.09EB0.141.5EQUIVALENT LATERAL FORCE (ASCE)NOTES:1. THE ABOVE TABLE APPLIES TO GRADE 60 DEFORMED BARS.2. CLEAR SPACING BETWEEN BARS SHALL BE NOT LESS THAN 2 BAR DIAMETERS. IFCLEAR BAR SPACING IS LESS THAN 2 BAR DIAMETERS, MULTIPLY THE ABOVE LAPLENGTHS BY 1.5.3. FOR EPOXY COATED BARS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.2 FOR CLEARSPACING BETWEEN BARS GREATER THAN 6 BAR DIAMETERS, OR 1.5 IF CLEARSPACING IS LESS THAN 6 BAR DIAMETERS.4. PROVIDE ACI CLASS B LAP SPLICE (LAP = 1.3bd) WHERE INDICATED ON PLANS.FOR WALLS, SLABS, FOOTINGS & BEAMSCONCRETE STRENGTH, PSIBAR SIZE#3#4#5#6#7#8#9#10FOR PIERS & COLUMNS3000 3500 4000 4500 5000 ALL CONCRETE1'-11"2'-4"2'-10"4'-1"4'-8"5'-3"6'-11"1'-5"1'-9"2'-2"2'-7"3'-9"4'-4"4'-10"5'-6"1'-4"1'-8"2'-0"2'-5"3'-7"4'-1"4'-7"5'-2"1'-3"1'-7"1'-11"2'-4"3'-4"3'-10"4'-4"4'-10"1'-2"1'-6"1'-10"2'-2"3'-2"3'-7"4'-1"4'-7"1'-1"1'-3"1'-7"1'-11"2'-2"2'-6"2'-10"3'-2"1'-0"CONCRETE REINFORCING SPLICE SCHEDULE18"BAR LAP LENGTHS IN CMU WITH f'm = 1,900 psi(1) BAR AT CENTER OF 6" CMU CORE OR BOND BEAMLOCATION(1) BAR AT CENTER OF 8" CMU CORE OR BOND BEAM(1) BAR AT CENTER OF 12" CMU CORE OR BOND BEAM(2) BARS IN 8" CMU CORE LOCATED 5" FROM EACH FACE SHELL(2) BARS IN 12" CMU CORE LOCATED 9" FROM EACH FACE SHELL(2) BARS IN 8", 10", 12" CMU BOND BEAM (SEE NOTE BELOW)#4#5#628"53"18"22"38"34"22"18"24"39"79"19"30"57"64"35"22"MASONRY REINFORCING SPLICE SCHEDULE@..................ATADD'L........ADDITIONALADJUS.......ADJUSTMENTARCH.........ARCHITECTURAL OR ARCHITECTB/...............BOTTOM OFBCX...........BOTTOM CHORD EXTENTIONBO............BOTTOM OFBS.............BOTH SIDES OR BRICK SHELFBP.............BEARING PLATEBRG...........BEARINGCL...............CENTER LINECFMF.........COLD FORMED METAL FRAMINGCJ.............CONTROL JOINTCMA..........COLUMN MASONRY ANCHORCMU...........COLUMN MASONRY UNITCOL...........COLUMNCONT.........CONTINUOUSCONC.........CONCRETEDIA ............DIAMETERDO.............DITTO - REPEAT PREVIOUSDWG..........DRAWINGDWGS........DRAWINGSEW...........EACH WAYEA.............EACHEC.............ELECTRICAL WORK PRIME CONTRACTORELEV.........ELEVATIONEMBED.......EMBEDMENTEOD...........EDGE OF DECKEOJ...........END OF JOISTEOS...........EDGE OF SLABEQ.............EQUALES.............EACH SIDEEXG...........EXISTINGEXP...........EXPANSIONEXT...........EXTERIORFD.............FLOOR DRAINFF..............FINISHED FLOORFIN FLR.....FINISHED FLOORFNDN.........FOUNDATIONFS.............FOOTING STEP OR FAR SIDEFTG............FOOTINGGA.............GAGEGALV.........GALVANIZEDGC.............GENERAL TRADES PRIME CONTRACTORH OR HOR... HORIZONTALHC.............HVAC PRIME CONTRACTORHP.............HIGH POINTINFO...........INFORMATIONINT.............INTERIORK................KIPSKB..............KNEE BRACEKSI.............KIPS PER SQUARE INCHL................ANGLELLBB..........LONG LEG BACK-TO-BACKLLH............LONG LEG HORIZONTALLLV............LONG LEG VERTICALLMF............LIGHT GAGE METAL FRAMINGMAX...........MAXIMUMMC.............MASONRY OPENINGMIN............MINIMUMMECH.........MECHANICALM.O............MASONRY OPENINGN-S............NORTH-SOUTHNS..............NEAR SIDENTS............NOT TO SCALEBCNYS........BUILDING CODE NEW YORK STATEOC.............ON CENTERPL OR P....PLATEPC..............PLUMBING WORK PRIME CONTRACTORPROJ..........PROJECTPSF............POUNDS PER SQUARE FOOTPSI.............POUNDS PER SQUARE INCHREINF.........REINFORCEREQ'D.........REQUIREDRD.............ROOF DRAINSCHED........SCHEDULESECT..........SECTIONSF..............SQUARE FOOTSIM............SIMILARSL..............SLOPEDSLBB..........SHORT LEG BACK-TOBACKSPEC'S.......SPECIFICATIONSSQ.............SQUARESTD...........STANDARDT/..............TOP OFTBR...........TO BE REMOVEDTFE............TOP OF FOOTING ELEVATIONTIM.............THERMALLY INSOLATING MATERIALTO............TOP OFTOS.........TOP OF SLAB, STEP, OR STEELTPE...........TOP OF PIER ELEVATIONTWE...........TOP OF WALL ELEVATIONUNO............UNLESS NOTED OTHERWISEV................VERTICALVERT..........VERTICALVIF.............VERIFY IN FIELDW.P............WORKING POINTWS.............WALL STEPW/..............WITHXB..............X-BRACESTRUCTURAL ABBREVIATIONSTYPICAL POURSTOP SCHEDULE (4 1/2" SLAB)OVERHANG (INCHES)TYP (GAGE)0-23,45,678,9,1011,12201816141210* PROVIDE BENT PLATE FOR OVERHANG EXCEEDING 12" - SEE PLANS AND DETAILS1.CONCRETE SHALL BE AS FOLLOWS:STRENGTHMAX AGGAIRMAX W/C FOOTINGS3000 PSI 1.5"NONE 0.5 INTERIOR SLABS ON GRADE3500 PSI 1.5"NONE 0.5 FOUNDATION WALLS4500 PSI 1.0"6%±1.5%0.45 EXTERIOR PIER4500 PSI 1.0"6%±1.5%0.45 EXTERIOR SLABS4500 PSI 1.5"6%±1.5%0.452.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE.3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH SHALL BE USED INCOMBINATION WITH PORTLAND, UP TO 20%4.SEE SPECIFICATION FOR ADDITIONAL INFORMATION.5.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIREREINFORCING SHALL CONFORM TO ASTM A-185.6.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS: - FOOTINGS, FOUNDATION WALLS AND PIERS - 3" (MAY BE 2" FOR FORMED SURFACES) - SLABS - 1.5" MIN7.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS.8.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVEDCURING COMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATIONTHAT THE CURING COMPOUND IS COMPATIBLE WITH FLOOR COVERINGS ANDADHESIVES.9.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BEAPPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE.10.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES.11.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLSAND FOOTINGS.12.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALLBE SLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS ISNOT PERMITTED.13.CONCRETE WALLS, PIERS, & COLUMNS SHALL BE FORM CURED FOR A MINIMUM OF24 HOURS AND UNTIL FORMS CAN BE REMOVED WITHOUT DAMAGING THECONCRETE. IMMEDIATELY UPON FORM REMOVAL SURFACES REQUIRING ASMOOTH FORM FINISH SHALL BE FINISHED. COMPLETE THE CURING OF THECONCRETE AS REQUIRED.14.ALL EXPOSED CONCRETE WALL, COLUMN, AND PIER SURFACES SHALL GET ASMOOTH RUB FINISH.15.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCHDRAWINGS FOR FLOOR FINISHES16.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ONGRADE DETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTSWITHIN 4 HRS OF FINAL FINISH USING THE EARLY ENTRY DRY-CUT SAW METHOD.NOTE THAT CONTRACTION JOINTS ARE NOT REQUIRED IN COMPOSITE SLABS.17.ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREABASED JOINT FILLER. ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS.REINFORCED CONCRETE NOTES1. REFER TO THE PROJECT MANUAL FOR THE SUBSURFACE INVESTIGATION REPORT.2. CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURESWITHIN NEW CONSTRUCTION AREAS. REMOVE ANY REMNANTS OF ANY EXISTINGABANDONED STRUCTURES ENCOUNTERED FROM WITHIN THE NEW FOOTPRINT.3. ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALL OSHA ANDOTHER APPLICABLE SAFETY STANDARDS.4. CARE SHALL BE TAKEN DURING EXCAVATION AND CONSTRUCTION OF NEWFOUNDATIONS SO AS NOT TO DISTURB EXISTING ADJACENT CONSTRUCTION. SHOREAND OR BRACE EXISTING CONSTRUCTION AS REQUIRED TO INSTALL NEW WORK.5. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURESPRIOR TO COMMENCING ANY EXCAVATION WORK.6. NOTIFY ENGINEER IF WET, SOFT OR LOOSE SOILS ARE ENCOUNTERED ATFOOTING/PILE CAP BEARING ELEVATION, AND DO NOT PLACE FOUNDATIONS IN THISAREA UNTIL AUTHORIZED TO DO SO BY THE ENGINEER.7. ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED EXISTING SOILS AT THE SPECIFIEDBOTTOM OF PILE CAP/FOOTING ELEVATION. SOIL ALLOWABLE BEARING PRESSURE =600 PSF. IN THE EVENT OF OVER-EXCAVATION, CONTRACTOR SHALL LOWER THEBOTTOM OF FOOTING BEARING ELEVATION TO UNDISTURBED EXISTING SOIL AT HISEXPENSE.8. DO NOT PLACE FOOTINGS PILE CAPS OR SLABS IN WATER OR ON FROZEN GROUND.9. DO NOT ALLOW WATER TO ACCUMULATE IN THE BOTTOM OF AN OPEN EXCAVATION.10. ALL BACKFILL UNDER EXTERIOR SLABS, WALKWAYS & PADS, AND IN OTHER AREAS ASNOTED IS TO BE INSPECTED COMPACTED BACKFILL USING IMPORTED STRUCTURALFILL MATERIALS AS SPECIFIED.STRUCTURAL FILL GRADATIONSIEVE SIZE PERCENT PASSING11. COORDINATE BACKFILL AND COMPACTION WORK WITH THE INSPECTION AND TESTINGAGENCY RETAINED BY THE OWNER. REFERENCE EARTHWORK SEPCIFICATION 31 20 00AND INSPECTIONS AND TESTING SPECIFICATION FOR ADDITIONAL INFORMATION.PROVIDE 3 WORKING DAYS ADVANCE NOTICE OF SCHEDULED FILLING ANDBACKFILLING OPERATIONS. DO NOT COMMENCE BACKFILL UNTIL AUTHORIZED BY THEENGINEER OR OWNER'S REPRESENTATIVE. AUTHORIZATION WILL BE GRANTED AFTERTHE REVIEW OF CONSTRUCTED WORK TO BE COVERED BY THE BACKFILL.12. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTILCOMPLETION OF BACKFILLING. COMPLY WITH OSHA REQUIREMENTS. CONTRACTOR ISSOLELY RESPONSIBLE FOR SAFE CONSTRUCTION PRACTICES, AND FOR THEPROTECTION OF OPEN EXCAVATIONS.13. DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL THE BASEMENT FLOOR SLABAND FIRST FLOOR DECK ARE FULLY INSTALLED.14. EXCAVATED MATERIALS MAY BE USED FOR BACKFILLING OUTSIDE OF THE BUILDINGFOOTPRINT. REMOVE ALL ORGANIC MATERIAL AND COBBLES LARGER THAN 6".15. PLACE ALL BACKFILL IN LOOSE LIFTS NOT TO EXCEED 8" AND COMPACT WITH AVIBRATORY ROLLER TO 95% OF MODIFIED PROCTOR AT +/- 2% OF OPTIMUM MOISTURECONTENT AS DETERMIND IN ACCORDANCE WITH ASTM D1557.EARTHWORK NOTES2"1"1/2"#4#40#20010080-9545-7530-6010-400-71.THE STRUCTURAL STEEL FRAME AS DESIGNED IS A NON-SELF-SUPPORTINGSTEEL FRAME. COORDINATE THE ERECTION WITH THE INSTALLATION OFOTHER BUILDING ELEMENTS REQUIRED FOR THE STRUCTURE'S STABILITY.THESE ELEMENTS INCLUDE SLABS, METAL DECK, MASONRY WALLS, ANDCONCRETE WALLS. PROVIDE AND MAINTAIN TEMPORARY SHORING ANDBRACING UNTIL THESE OTHER BUILDING ELEMENTS ARE COMPLETELYINSTALLED AND CURED.2.STRUCTURAL STEEL WIDE-FLANGE SECTIONS SHALL COMPLY WITH ASTMA572 OR ASTM A992 (Fy=50 KSI).3.STRUCTURAL STEEL TUBE SECTIONS SHALL COMPLY WITH ASTM A500, (Fy=46KSI).4.ALL OTHER STRUCTURAL SHAPES SHALL COMPLY WITH ASTM A 36 (Fy=36KSI).5.SHOP CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGHSTRENGTH BOLTED OR WELDED. (UNLESS OTHERWISED NOTED)6.FIELD CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGHSTRENGTH BOLTED OR WELDED UNLESS OTHERWISE NOTED. FIELD BOLTEDCONNECTIONS SHALL BE SHEAR/BEARING CONNECTIONS UNLESS OTHERWISENOTED ON THE DRAWINGS. SHEAR BEARING CONNECTIONS SHALL BEINSTALLED TO THE SNUG TIGHT CONDITION.7.PROVIDE ANGLE FRAMES AROUND ALL FLOOR AND ROOF OPENINGS WITH ADIMENSION 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 THESPECIFICATIONS OF THE STEEL DECK INSTITUTE. SEE THE PROJECT MANUALFOR ADDITIONAL REQUIREMENTS. PROVIDE A COMPLETE STEEL DECK SYSTEMWITH ALL POUR STOPS, END CLOSURE STRIPS AND OTHER ACCESSORIES. DONOT SUBMIT STEEL ROOF AND FLOOR DECK DRAWINGS FOR REVIEW UNTILSTEEL ERECTION PLANS HAVE BEEN SUBMITTED AND APPROVED.9.THE ANCHOR BOLT PLANS AND STRUCTURAL STEEL ERECTION DRAWINGSSHALL BE SUBMITTED AND REVIEWED PRIOR TO SUBMITTING FABRICATIONDETAIL DRAWINGS, JOIST DRAWINGS OR DECK DRAWINGS.10.SEE DRAWINGS AND SPECIFICATIONS FOR STEEL FINISH REQUIREMENTS.STRUCTURAL STEEL NOTES1.CONCRETE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TOALL REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES (ACI530.1-05)" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT ASMODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.2.MATERIALS:a.CONCRETE BLOCK: ASTM C90. MINIMUM NET AREACOMPRESSIVE STRENGTH OF CMU = 1900 PSI.b.MORTAR: ASTM C270, TYPE S, MINIMUM COMPRESSIVE STRENGTH = 1800 PSI.c.BOND BEAM AND CORE FILL: ASTM C476, COURSE OR FINE FILL, PLACED PER ACI 530.1 TABLE 7.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.TYPICAL VERTICAL REINFORCING: UNLESS OTHERWISE INDICATED,PROVIDE VERTICAL REINFORCING IN ALL CONCRETE MASONRY WALLS ASFOLLOWS:- (1) #6 WITHIN 16" OF EACH SIDE OF OPENINGS.- (1) #6 WITHIN 8" OF EACH SIDE OF CONTRACTION JOINTS.- (1) #6 WITHIN 8" OF EACH CORNER OF WALL.- (1) #5 AT 4'-0" O.C.TYPICAL HORIZONTAL REINFORCING: UNLESS OTHERWISE INDICATED,PROVIDE HORIZONTAL REINFORCING IN ALL CONCRETE MASONRY WALLSAS FOLLOWS:- 9 GAGE LADDER TYPE JOINT REINFORCING AT 1'-4" O.C. LAP JOINT REINFORCING 6".- (1) 8" BOND BEAM W/ (1) #5 HORIZ. AT TOP AND BOTTOM OF WALL AND ONE COURSE BELOW EACH FLOOR LEVEL.4.REINFORCED MASONRY: WHERE VERTICAL BARS ARE TO BE GROUTEDINTO CORES, THE FOLLOWING REQUIREMENTS APPLY:a.PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING AS WALL BARS.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 LAP PER MASONRY REINFORCING SPLICE SCHEDULE.e.ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN PLACE PRIOR TO PLACEMENT OF GROUT.f.MAXIMUM HEIGHT OF GROUT LIFT = 5'-0" STOP GROUT 2" BELOW TOP COURSE BETWEEN PLACEMENT.g.ALL CMU's USED IN REINFORCED MASONRY SHALL BE TWO CELL UNITS.5.EXCEPT FOR INSULATED CAVITY WALLS, VERTICAL COLLAR JOINTS SHALL BEFILLED SOLID WITH MORTAR OR GROUT.6.PROVIDE 100% SOLID BEARING, MINIMUM 3 COURSES UNDER BEAMS, 2COURSES UNDER LINTELS, AND ONE COURSE UNDER JOISTS, UNLESSDETAILED OTHERWISE.7.FILL CORE SOLID AROUND ANCHOR BOLTS.8.PROVIDE 100% SOLID BLOCKS OR SOLIDLY FILLED HOLLOW BLOCKS FOR ATLEAST 4" AROUND ALL EXPANSION BOLTS.9.SET WELD PLATES IN BOND BEAMS AFTER THE GROUT IS PLACED, BUTWHILE IT IS STILL PLASTIC.10.HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ONHORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDEDIN ALL COURSES OF PIERS, COLUMNS, PILASTERS, AND IN THE STARTINGCOURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES TO BEREINFORCED OR FILLED WITH CONCRETE OR GROUT. SOLID UNITS TO BELAID WITH FULL HEAD AND BED JOINTS.11.WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF ADIFFERENT THICKNESS, PROVIDE A CONTINUOUS COURSE OF 100% SOLIDMASONRY AT LEAST 8" HIGH BELOW TRANSITION.12.LATERAL SUPPORT OF MASONRY WALLS IS PROVIDED BY OTHER BUILDINGELEMENTS SUCH AS STEEL COLUMNS, BEAMS, STEEL DECKS, SLABS ORINTERSECTING WALLS. MASONRY WALLS ARE DESIGNED TO SPANVERTICALLY. CONSTRUCTED WALLS ARE LATERALLY UNSTABLE AND MUSTBE SHORED OR BRACED UNTIL THEY ARE COMPLETELY CONSTRUCTEDAND THE MORTAR HAS CURED.13.SITE TOLERANCES - ERECT MASONRY WITHIN THE TOLERANCES PROVIDEDIN ACI 530.1.3.3 G AND THE PROJECT SPECIFICATION.CONCRETE MASONRY NOTESABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:40:58AMS001GENERALNOTES ANDSCHEDULES28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/ramRENOVATIONS & ADDITIONS TOEXPOSED EXTERIOR STEEL FINISH NOTES:HD GALVANIZE (ASTM A123) AND POWDER COAT. POWDER FOR COATING SHALLBE POLYESTER BASED THERMAL SETTING RESIN. THE COLOR TO MATCH EFCOSTOREFRONT FINISH (MEDIUM BRONZE) AND TO BE APPROVED BY OWNER.THE POWDER COAT SYSTEM SHALL MEET OR EXCEED THE FOLLOWING TESTREQUIREMENTS:1. DIRECT IMPACT RESISTANCE: ASTM D2794, UP TO 160 INCH-POUNDS.2. FLEXIBILITY: ASTM D522. METHOD B, EQUAL TO OR LESS THAN A 1/4" MANDREL.3.PENCIL HARDNESS: ASTM D3363, HB-2H.4. CROSSHATCH ADHESION: ASTM D3359, METHOD B. 58.5 SALT SPRAY RESISTANCE: ASTM 8117, PLUS 1000 HOURS.6. HUMIDITY RESISTANCE: ASTM D2247, PLUS 1000 HOURS.3REVISION SCHEDULENAME DATEADD-3 08/16/16
ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:00AMS002SCHEDULE OFSPECIALINSPECTIONS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/ramRENOVATIONS & ADDITIONS TO 05 12 23 05 12 23 05 12 23 05 12 23 05 12 23 05 12 23 05 12 23 05 12 2331 09 16 & 31 62 16REVISION SCHEDULENAME DATE
UP3CDD12EXISTINGSTEELCOLUMNEXISTING STEELCOLUMNCMU WALL6" LIGHTWEIGHT4' - 0"CANOPY COLUMNPC1PC1CANOPY COLUMNCANOPYCOLUMN1' - 8"4' - 0"C8S300FTOP OF FLOOR SLAB 101'-0"(DATUM ELEVATION)A2.52.21.5GB19' - 5"POST/PILE11' - 5 1/8"11' - 5 1/8"21' - 8"6"9' - 11 1/8"8 1/8"12' - 7 3/8"4' - 6 7/8"WALL (VIF)EXIST 1'-0" FNDF1S304F1S304C12x20.7 (BENT)C12x20.7 (BENT)W6x25 (-4")W6x25 (-4")L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7 (BENT)C12x20.7 (BENT)UPUPB5S3004" SLAB ON 1 1/2" 20GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =97'-7"DOWEL INTO EXISTINGFOOTING ANDFOUNDATION WALL11' - 1 1/2"T/MAT ELEVATIONEQUALS TOP OFEXISTING SLABELEVATIONSIM9' - 10 1/4"5' - 1"4' - 3"8' - 6"13' - 5 1/2"13' - 6 3/4"41' - 1 3/4"32' - 9 1/8"21' - 5 3/8"A8S500TYP1'-0" THICK MAT SLAB W/#4 AT 1'-0" O.C. EACHWAY TOP AND BOT MAT.T/SLAB = 93'-0"SLEEVE OPENING FORPNEUMATIC TUBE SYSTEM.COORD. REQUIRED SLEEVESIZE AND LOCATION WITHPNEUMATIC TUBE SYSTEMMFR.EFND WALL (VIF)EXIST 1' - 2 1/2" ±CMU BRG WALL (VIF)EXIST 1' - 0" (±)CMU BRG WALL (VIF)EXIST 1' - 0" ±CMU BRG WALL (VIF)EXIST 1' - 0" ±FND WALL (VIF)EXIST 1' - 2" ±PILECAPBOTTOM OF PILE CAPEQUALS BOTTOM OFGRADE BEAM ELEVATIONPILECAPFTG (VIF)EXIST 3' - 0" ±FTG (VIF)EXIST 3' - 0" ±FTG (VIF)EXIST 3' - 0" ±3' - 2"1' - 10"4' - 0"2' - 4"2' - 8"3' - 9"3' - 9"1'-4" THICK FTG.DOWEL INTO EXISTINGFOUNDATION.BEAMPOCKET[-6"±] (VIF)FTG (VIF)EXIST 2' - 6" ±FTG (VIF)EXIST 2' - 6" ±FTG (VIF)EXIST 2' - 6" ±[-6"±] (VIF)FTG (VIF)EXIST 3' - 0" ±FND WALL (VIF)EXIST 1' - 2" ±[-6"±] (VIF)[-6"±] (VIF)[-6"±] (VIF)FND WALL (VIF)EXIST 1' - 0 1/2"[-6"±] (VIF)[-6"±] (VIF)CMU BRG WALL (VIF)EXIST 1' - 0" ±FTG (VIF)EXIST 2' - 6" ±[-6"±] (VIF)FTG (TYP)EXIST 3' - 0"A5S304PILE8' - 0"7' - 6"POCKET EXISTINGMASONRY WALL FORNEW COLUMNPLACEMENTB1'-4" THICK FTG.DOWEL INTO EXISTINGFOUNDATION.8' - 0"C6S304A5S304SIM2' - 0"14' - 6"4' - 2 3/8"3' - 9 5/8"2' - 6"1' - 6"1' - 6"4' - 0"4' - 0"D1S3044' - 4 1/4"CMU WALL6" LIGHTWEIGHTA5S304SIM6' - 9 1/4"8"11' - 2"REMOVE EXISTING LOOSE CONCRETE AND STONECOMPETENT CONCRETE TO REMAIN. DOWEL NEWCONCRETE INTO EXISTING. SEE SECTION.SEE S102 FOR FOUNDATION INFORMATION19' - 8 1/2"S101A110 KIPS310 KIPS3ENLARGEDFOUNDATIONPLAN3FOUNDATION SYMBOLS KEY:INDICATES LOCATION OF CONTRACTIONJOINTS. SEE TYPICAL SLAB DETAIL.INDICATES LOCATION OF STEEL PIPE PILES.INDICATES TYP CONCR GRADE BEAMINDICATES TOP OF GRADE BEAMELEVATIONPX(XXX'-X")INDICATES PIER TYPE.INDICATES TOP OF PIER ELEVATION,RELATIVE TO DATUM.GBX(-X')INDICATES PIER @COLUMNS.PXXX KIPSINDICATES REQUIRED PILE CAPACITY (SERVICELOAD) FOR THIS PILE GROUPPCXINDICATES PILE CAP TYPEGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWNAND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECTPRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGESWHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVEEXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS ASREQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELYRESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETEMASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THEOWNER.ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:01AMS100FOUNDATIONPLAN28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"FOUNDATION PLANA21.DATUM ELEVATION 93'-0" EQUALS FINISHEDBASEMENT FLOOR ELEVATION.2.ELEVATIONS NOTED ARE WITH RESPECT TO DATUMELEVATION.3.PCx INDICATES PILE CAP TYPE. SEE S300 FOR PILECAP DETAILS.4.GBx INDICATES GRADE BEAM TYPE. SEE S300 FORGRADE BEAM DETAILS.5.SEE S200 FOR TYPICAL SLAB DETAILS.6.SEE S502 FOR COLUMN SCHEDULE.7.PIERS NOTED ON PLAN AS Px SEE S300 FOR PIERPLAN DETAILS.8.TOP OF EXISTING FTG ELEVATION = -6"± (VIF)9.FOR DOWELS INTO EXISTING FOUNDATION SEEDETAIL 10/S300.FOUNDATION NOTES1.PILE TYPE = 8"Ø MINIMUM STEEL PIPE PILE (FINAL PILE TYPE TO BEDESIGNED BY LICENSED ENGINEER.)2.PILE CAPACITY = PROVIDE ENGINEERED DESIGN3.PILE REACTIONS SHOWN ON DRAWINGS ARE AT SERVICE LOADS4.PILE LENGTH = 75'± (APPROXIMATE DEPTH TO COMPETENT STRATA)5.FINAL PILE CAPACITY/LENGTH TO BE DETERMINED BY LOAD TESTPROGRAM AND AN ENGINEERED PILE DESIGN PROVIDED BY LICENSEDPROFESSIONAL ENGINEER.PILE NOTESNOTE:HYDROCARBON ODOR WAS DETECTED AT SOIL BORING LOCATION B2DURING THE SUBSURFACE INVESTIGATION BETWEEN 5.5' AND 7' BELOWGRADE. REFER TO THE SUBSURFACE INVESTIGATION REPORT INCLUDED INTHE PROJECT MANUAL. DEC WAS NOTIFIED OF THIS CONDITION. IFPETROLEUM ENCOUTNERED SOIL IS ENCOUNTERED DURING FOUNDATIONEXCAVATION AT ANY AREA, STOP WORK AT THAT LOCATION AND CONTACTTHE ARCHITECT. FOR BASE BID PURPOSES, DO NOT INCLUDECONTAMINATED SOIL REMEDIATION.33REVISION SCHEDULENAME DATEADD-3 08/16/16
UP3CFEBPC2(-4'-8")PC2(-4'-8")WALL1' - 7" FNDPC1(-4')DOWEL INTO EXISTINGFOOTING ANDFOUNDATION WALLDOWEL INTO EXISTINGFOOTING ANDFOUNDATION WALLPC1(-6")PC1(-6")GB8GB3(-4'-8")GB9 (-4'-8")WALL8" CMUGB4(-4'-8")BRICKSHELFEDGEGB1T/BRICKSHELF = +4'-0"T/WALL = +5'-5 1/2"BACKFILL W/ SELECTSTRUCTURAL FILLMATERIAL2' - 6"5' - 7"1' - 6"2' - 7"1' - 6"9' - 5"PC1 A[+2'-4"]C6x13 W/ BASEPLATES BP3POST/PILE11' - 5 1/8"BACK FACECHANNELBACK FACECHANNELT/WALL = +5'-11 1/2"T/BRICKSHELF = +4'-0"DEMO EXISTINGCONCRETE/MASONRYFOUNDATION WALLFOR NEW OPENINGSLAB OVERPOURWALL (VIF)EXIST 1'-0" FND6" SLAB ON GRADEW/6x6-W4xW4 WWRT/SLAB = 93'-0"±MATCH EXISTINGPC1(-6')GB5 (+5'-5 1/2")E2S303F5S300D5S300DEMO EXISTINGCONCRETE/MASONRYFOUNDATION WALL FORNEW OPENINGT/WALL = -6" AT OPENINGSLAB OVERPOURT/WALL = -6"WALL8" FND1' - 11 1/2"WALL1' - 4" FNDT/WALL = (+5'-11 1/2")8" BRICKSHELFFND WALL1' - 4"1' - 7 7/8"T/BRICKSHELF = +4'-0"T/WALL = +5'-11 1/2"FND WALLSTEPS TO TOPOF PILE CAPGB2T/WALL= +5'-5 1/2"6" STRUCTURAL SLABW/#4 AT 1'-0" O.C.EACH WAY T/SLAB =SITE ELEV 390.77'WALL1' - 7" FNDA7S302P1(+4'-0")8" ELEVATOR PIT SLAB W/#5 @ 12" O.C. E.W. TOP ANDBOTTOM. T/SLAB = 89'-0"P4(+6'-5 1/2")P2(+4'-0")P3 (+4'-0")GB7 (+5'-5 1/2")PROVIDE SUPPORT OFEXCAVATION AT ELEVATOR.P4(+6'-5 1/2" )T/GRADE BEAM =+5'-5 1/2"NOTEPLACE CMU AT ELEVATORBASEMENT PRIOR TO BACKFILLINGWEST SIDE OF ADDITIONFTG (VIF)EXIST 3' - 0" ±FTG (TYP)EXIST 3' - 0"T/WALL = 0"SUMPPITE6S303T/BRICKSHELF = (+4'-0")B6S303SLEEVE WALL FOR4"Ø ROOF DRAININVERT = SEE SITEEQEQPILET/WALL = -6"AT OPENING8" BRICKSHELFB8S305D5S305B2S303WALL8" FNDB2S303B2S303PC1(-6')C12x20.7C12x20.7C12x20.7C12x20.7BOTT OF WALL STEPSTO TOP OF PILE CAPD7S3029' - 6 3/8"6"9' - 11 1/8"6' - 9 1/4"8"5' - 10 1/8"4' - 6 7/8"9"(4) 3"ØSTAIRSUPPORTPOSTS7' - 5 1/4"7' - 4 3/8"4 1/8"E8S305P6(+4'-0")1' - 2" FND WALL8" BRICK SHELFWALL8" FNDWALL8" FNDT/WALL=+5'-5 1/2"T/WALL STEPST/WALL STEPS(-4'-8")WALL10" FNDPILEOFFSET5" PILEPILE4"1' - 4"PILEOFFSET8" PILES304E6CHASE10' - 5 1/8"8' - 5 3/8"4' - 10 1/8"4' - 6 7/8"28' - 3 3/8"3 1/4"8"8" BRICKSHELFA2S30240 KIPS20 KIPS10 KIPS33310 KIPS320 KIPS3GB5 (+5'-5 1/2")GRADE BEAMTERMINATESAT WALL40 KIPS80 KIPS40 KIPS80 KIPS40 KIPS3333333BearingFooting - 36"x 12"DESIGN TWO PILES ADJACENT TOEXISTING FOUNDATION TOSUPPORT AND RETAIN EXISTINGFOUNDATION WITH WOODLAGGING. PROVIDE ENGINEEREDDESIGN. ALTERNATE SHORINGMETHODS MAY BE PROPOSED.ALL DESIGNS MUST BE BY ALICENSED ENGINEER ANDPROVIDE STAMPEDCALCULATIONS.333GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWNAND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECTPRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGESWHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVEEXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS ASREQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELYRESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETEMASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THEOWNER.FOUNDATION SYMBOLS KEY:INDICATES LOCATION OF CONTRACTIONJOINTS. SEE TYPICAL SLAB DETAIL.INDICATES LOCATION OF STEEL PIPE PILES.INDICATES TYP CONCR GRADE BEAMINDICATES TOP OF GRADE BEAMELEVATIONPX(XXX'-X")INDICATES PIER TYPE.INDICATES TOP OF PIER ELEVATION,RELATIVE TO DATUM.GBX(-X')INDICATES PIER @COLUMNS.PXXX KIPSINDICATES REQUIRED PILE CAPACITY (SERVICELOAD) FOR THIS PILE GROUPPCXINDICATES PILE CAP TYPEFOOTING SCHEDULEALLOWABLE SOIL BEARING PRESSURE (PSF)CONCRETE COMPRESSIVE STRENGTH (PSI)REINFORCEMENT YIELD STRENGTH (GRADE 60) (KSI)600300060FOOTINGMARKFOOTING SIZELENGTH X WIDTH XDEPTHREINFORCINGBOTTOM TOPF1 5'-4" x 3'-0" x 12"SHORT LONG SHORT LONG(6) #5 (3) #5N/A N/AABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:03AMS101PARTIALFOUNDATIONPLAN28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"PARTIAL FOUNDATION PLANA11.DATUM ELEVATION 93'-0" EQUALS FINISHEDBASEMENT FLOOR ELEVATION.2.ELEVATIONS NOTED ARE WITH RESPECT TO DATUMELEVATION.3.PCx INDICATES PILE CAP TYPE. SEE S300 FOR PILECAP DETAILS.4.GBx INDICATES GRADE BEAM TYPE. SEE S300 FORGRADE BEAM DETAILS.5.SEE S200 FOR TYPICAL SLAB DETAILS.6.SEE S502 FOR COLUMN SCHEDULE.7.PIERS NOTED ON PLAN AS Px SEE S300 FOR PIERPLAN DETAILS.8.TOP OF EXISTING FTG ELEVATION = -6"± (VIF)9.FOR DOWELS INTO EXISTING FOUNDATION SEEDETAIL A5/S300.FOUNDATION NOTES1.PILE TYPE = 8"Ø MINIMUM STEEL PIPE PILE (FINAL PILE TYPE TO BEDESIGNED BY LICENSED ENGINEER.)2.PILE CAPACITY = PROVIDE ENGINEERED DESIGN3.PILE REACTIONS SHOWN ON DRAWINGS ARE AT SERVICE LOADS4.PILE LENGTH = 75'± (APPROXIMATE DEPTH TO COMPETENT STRATA)5.FINAL PILE CAPACITY/LENGTH TO BE DETERMINED BY LOAD TESTPROGRAM AND AN ENGINEERERED PILE DESIGN PROVIDED BYLICENSED PROFESSIONAL ENGINEER..PILE NOTESNOTE:HYDROCARBON ODOR WAS DETECTED AT SOIL BORING LOCATION B2DURING THE SUBSURFACE INVESTIGATION BETWEEN 5.5' AND 7' BELOWGRADE. REFER TO THE SUBSURFACE INVESTIGATION REPORT INCLUDED INTHE PROJECT MANUAL. DEC WAS NOTIFIED OF THIS CONDITION. IFPETROLEUM ENCOUTNERED SOIL IS ENCOUNTERED DURING FOUNDATIONEXCAVATION AT ANY AREA, STOP WORK AT THAT LOCATION AND CONTACTTHE ARCHITECT. FOR BASE BID PURPOSES, DO NOT INCLUDECONTAMINATED SOIL REMEDIATION.3333REVISION SCHEDULENAME DATEADD-3 08/16/16
3CD12WALL8' CMUW/ ELEV MFR8' - 8" COORD1' - 4 7/8"9' - 11 1/4"ELEV SHAFTEXISTING 2x10AT 1'-4" OC (VIF)INFILL STAIROPENING WITH2x10 AT 1'-4" OCEXISTING 2x10AT 1'-4" OC (VIF)EXISTING 2x10AT 1'-4" OC (VIF)FC12x20.7 (BENT)C12x20.7 (BENT)L6x4x5/16"W6x25 (-3 1/2")L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7C12x20.7UPUP3 1/2" SLAB ON 1 1/2" 20GA. STEEL COMPOSITEDECK W/ 6x6-W1.4xW1.4WWR T/SLAB =101'-1"6" CMU KNEE WALLT/WALL = 101'-8"T/WALL = +0'-0"13' - 5 3/4"14' - 11 1/4"26' - 2 1/2"41' - 1 3/4"8 1/8"17' - 2 1/4"4" SLAB ON DECK WITH 2" 20GA. GALV COMPOSITE STEELDECK WITH 6x6-W1.4xW1.4WWR T/SLAB = 101'-1"ARCHCOORD W/F5S302WALL8" CMUCOORD W/ ELEV MFR7' - 11 3/4"W/ ARCHCOORDWALL8" CMUBUILD NEW MASONRYAROUND POSTHSS 3x3x1/2" POSTSEE S100 FORFOUNDATIONINFORMATIONLINTELLINTELD5S302A5S302F2S302L4X4X1/4L4X4X1/4L6X4X5/16L4X4X1/4L6X4X5/16L6X4X5/16D2S302A8S500TYP1' - 7 5/8"E3' - 4 1/2"KNEE WALL1' - 1" CONCWALL8" FND6' - 9"WALL8" FNDKNEE WALL1' - 1" CONCLINTELLINTELCHASE12' - 9"6 1/2"4' - 6 7/8"CMU6" LIGHTWEIGHTLINTELS OVER ATMAND DEPOSIT BOX -SEE TYPICAL LINTELSCHEDULEDOWEL INTOEXISTING MASONRYBEARING WALLA9S503(VIF)2' - 1 3/4" ±(VIF)8' - 3" ±ATTACH WITH SIMPSONSTRONG-TIE FACE MOUNTJOIST HANGERS (TYP)2' - 8 1/2" ±(VIF)8 1/8" ±BL4X4X1/4E1S503B5S300TYPC12x20.7C12x20.7UPFTG2' - 0"WALL8" FND4' - 5 3/4"FTG2' - 7"4' - 10" FTGT/WALL OR B/PRECAST CAP =100'-7" (TYP)A1S304A5S3054" SLAB ON DECKWITH 2" 20 GA. GALVCOMPOSITE STEELDECK WITH6x6-W1.4xW1.4 WWRT/SLAB = 99'-3 3/4"WALL6" CMU[-5'-8"]1' - 6"P5(-2'-8")P5 (-2'-8")1' - 6"2' - 7"3 1/4"1' - 1 3/4"COLC6x13 W/ BASEPLATES BP4C12x20.7A9S504DETAIL ATOF CMUGROUT TOP OFEXISTING WALL TOPROVIDE FLAT SURFACEFOR NEW CMU BLOCKSEE FOUNDATIONPLAN FOR STAIRC9S504FOOTING F1 SEEFTG SCHEDULEA2S302SIM6" CMU KNEE WALLT/WALL = 103'-3"3FOUNDATION SYMBOLS KEY:INDICATES LOCATION OF CONTRACTIONJOINTS. SEE TYPICAL SLAB DETAIL.INDICATES LOCATION OF 12" STEEL PIPE PILES.INDICATES TYP CONCR GRADE BEAMINDICATES TOP OF GRADE BEAMELEVATIONPX(XXX'-X")INDICATES PIER TYPE.INDICATES TOP OF PIER ELEVATION,RELATIVE TO DATUM.GBX(-X')INDICATES PIER @COLUMNS. SEE S300PXXX KIPSINDICATES REQUIRED PILE CAPACITY (SERVICELOAD) FOR THIS PILE GROUPPCXINDICATES PILE CAP TYPEGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWNAND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECTPRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGESWHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVEEXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS ASREQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELYRESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETEMASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THEOWNER.ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:04AMS102FIRST FLOORFRAMING PLAN28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"FIRST FLOOR FOUNDATION AND FRAMING PLANA31. DATUM ELEVATION 392.82' EQUALS FINISHED FIRST FLOOR ELEVATION =101'-1"2. ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.3. SEE S300 FOR FOOTING SCHEDULE.4. ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV. TOUCH UP ALL FIELD WELDED DIMENSIONED OTHERWISE.5. SEE S502 FOR COLUMN SCHEDULE.6. SEE S301 FOR TYPICAL LOOSE LINTEL SCHEDULE.1.DATUM ELEVATION 392.82' EQUALS FINISHED FIRSTFLOOR ELEVATION.2.ELEVATIONS NOTED ARE WITH RESPECT TO DATUMELEVATION.3.PCx INDICATES PILE CAP TYPE. SEE S300 FOR PILECAP DETAILS.4.GBx INDICATES GRADE BEAM TYPE. SEE S300 FORGRADE BEAM DETAILS.5.SEE S200 FOR TYPICAL SLAB DETAILS.6.SEE S502 FOR COLUMN SCHEDULE.7.PIERS NOTED ON PLAN AS Px SEE S300 FOR PIERPLAN DETAILS.FOUNDATION NOTESSEE S100 FOR FOUNDATIONINFORMATIONREVISION SCHEDULENAME DATEADD-3 08/16/16
3C33' - 1 1/8"10' - 5 1/8"8' - 5 1/4"4' - 10 1/4"4' - 6 7/8"4' - 1 5/8"C12X20.713' - 7 1/2"D12W12X26W12X26EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12W14X22C12X20.7C12X20.7EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x12EXISTWOOD 3x121 3/4"x9 1/4"1.9E MICROLAMLVL at 1'-4" OCEXISTING 2x6AT 1'-4" OC4 1/2" CONCRETE SLABON 2" 20 GA. GALV STEELCOMPOSITE DECK. W/6x6-W2.9xW2.9 WWR.T/SLAB =113'-11"EXISTING 16" STEEL BEAMEXISTING 16" STEEL BEAML6X4X5/16WALL8" CMUW/ ELEV MFR7' - 11 3/4" COORDWALL8" CMUWALL6" CMUW/ ELEV MFR8' - 8" COORDWALL8" CMULINTEL(LLV)7' - 0 3/8"HSS12X4X1/4HSS12X4X1/414' - 8 5/8"C6x13 COLUMNC6x13 COLUMN3/4"Ø SS RODBRACE3" 20 GA.GALVANIZED STEELROOF DECK.HSS12X4X1/4L-1W10X26(-3 3/4")W10X26(-3 3/4")W12X26(-6 1/4")COLUMN SPLICE TYPICALAT 4 LOCATIONSA5S500TYP(-6 1/4")W12X26W10X26(-3 3/4")W12X26(-6 1/4")DEMO EXISTINGFRAMING AS REQUIREDFOR NEW STAIRHSS10X6X3/16HSS10X6X3/16W10X26W10X26HSS6x6x1/2"HSS6x6x1/2"HSS6x6x1/2"E8S501C8S501E8S5018"FA2.52.21.5C12x20.7 (BENT)C12x20.7 (BENT)W6x25 (-3 1/4")W6x25 (-3 1/2")L4x4x1/4"L4x4x1/4"L4x4x1/4"C12x20.7C12x20.7UPUP3 1/2" SLAB ON 1/2" 20GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =107'-6"L6x4x5/16"L4x4x1/4"L4x4x1/4"L4x4x1/4"3 1/2" SLAB ON 1 1/2"20 GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =113'-11"LINTELW6x25 (-3 1/2")1" THICK FIN PLATE1" THICK FIN PLATE1" THICK FIN PLATE23' - 8 1/4"23' - 8 1/4"(-5'-8 1/4")(-3'-7 1/2")(-5'-8 1/4")(-3'-7 1/2")9' - 9 1/2"3' - 5"13' - 5 3/4"9' - 10 1/4"5' - 1"4' - 3"8' - 6"13' - 5 1/2"3" 20 GA. GALVANIZEDSTEEL ROOF DECKB/DECK ELEV =108'-6"8" BEARING2 1/2"C12x20.7 (BENT)C12x20.7 (BENT)W6x25 (-3 1/2")C12x20.7C12x20.7 (BENT)D5S501D5S501D5S501A8S500TYPF2S502A8S500A8S500L3X3X1/2L3X3X1/2L3X3X1/2L3X3X1/2L3X3X1/2L3x3x1/2"OUTRIGGER AT2'-0" O.C. MAXL3X3X1/2L3x3x1/2"EXTENSIONA3S502L3X3X1/2L3X3X1/29 1/2"9 1/2"L3x3x1/2"EXTENSIONL3x3x1/2"OUTRIGGER AT2'-0" O.C. MAX(2) L3x3x1/2"EXTENSIONL3X3X1/29 1/2"L3X3X1/2L3x3x1/2"L3x3x1/2"A3S502A3S502F2S502F2S502F2S502E3 1/2" SLAB ON 1 1/2"20 GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =110'-0 5/8"L3X3X1/21' - 11"1' - 6"1' - 6"10"9' - 0"EXISTING 2x10AT 1'-4" O.C.1 3/4"x11 1/4" LVLAT 1'-4" O.C.W10X26(-3 3/4")W10X26(-3 3/4")EXIST 2x10AT 1'-4" O.C.EXIST 2x10AT 1'-4" O.C.6"HSS12x4x1/4"W/ C12x20.7F9S503F6S503CHASE6"F1S501BEARING POCKET(TYP)A1S301HSS 3x3 POSTBELOW - SEE S101LINTELBEARINGPOCKET (TYP)A5S500W10X19(-3 3/4")BA9S503B4S503C1S503B1S503B6S503(-4'-5 1/2")(-4'-5 1/2")(-4'-5 1/2")(-4'-5 1/2")HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/45' - 7 3/4"3' - 0"3' - 0"3' - 0"7"2"Ø PIPE STANDOFFFULLY WELD TOHSS. COORDHEIGHT AND EXACTLOCATION W/ ARCH -TYPICAL 4LOCATIONSL-1A5S302A1S3017' - 6"10' - 6"DOWNW6x25DOWNW12x19(110'-9 1/8")L4x4x1/4L4x4x1/4L4x4x1/4INTERMEDIATELANDING BELOWSEE D8/S10254' - 7 1/2"12' - 11"1' - 1 3/4"8 1/8"HSS8X3X5/16HSS8X3X5/16HSS8X3X5/16HSS8X3X5/16(-4'-2 3/8")(-4'-2 3/8")3' - 1"(-4'-2 3/8")(-4'-2 3/8")3" 20 GA STEELROOF DECK (GALV)B/DECK (SLOPES)F8S5026"6' - 11 3/4"5' - 10 3/4"WALL6" CMUOFFSET1 7/8" BEAMOFFSET1 7/8" BEAMOFFSET4 3/8" COLUMNW/ L3 1/2x3 1/2x3/8"TYP EAENDW/ L3 1/2x3 1/2x3/8"C12x20.7OF CHANNEL10 5/8" TOBACK FACEFACE OF CHANNEL8" TO BACKD9S504C12x20.74"(-3 1/2")L4x4x1/4C12x20.74"4"3 1/2" SLAB ON 1 1/2"20 GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =113'-11"E6S504E9S504D9S503SIMD2S302C9S5041' - 5 1/4"1' - 5 1/4"3SIMSIM11' - 6 1/8"3SIM0"0"HSS 6x4x3/8" (-5'-4 1/4")HSS 6x4x3/8" (-5'-4 1/4")1' - 0"PROVIDE 12"x4" PENENTRATIONTHROUGH STEEL FIN FOR ROOFDRAINAGE SEE C8/S501PROVIDE 12"x4"PENENTRATIONTHROUGH STEEL FINFOR ROOF DRAINAGE6' - 7"C12x20.7INSIDE FACE OF CHAN4' - 5" WALL TO C12x20.7L4x4x1/4"L4x4x1/4"3GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWNAND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECTPRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGESWHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVEEXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS ASREQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELYRESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETEMASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THEOWNER.3CDFEC12x20.7 (BENT)C12x20.7W6x25 (-3 1/2")C12x20.7(BENT)C12x20.7 (BENT)3 1/2" SLAB ON 1 1/2"20 GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =103'-6 7/8"BEARING POCKET(TYP)DOWNDOWNW12x19(103'-3 3/8")L4x4x1/4L4x4x1/4L4x4x1/4W6x25 (-3 1/2")L4x4x1/4L4x4x1/4L4x4x1/4C12x20.7DOWN TOSLAB ONGRADEC12x20.7 (BENT)3 1/2" SLAB ON 1 1/2"20 GA. STEELCOMPOSITE DECK W/6x6-W1.4xW1.4 WWRT/SLAB =106'-5 1/4"FACE OF CHANNEL10 5/8" TO BACKW6x25 (-3 1/2")4"4"C12x20.7OF CHANNEL8" TO BACK FACED9S504ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:05AMS103SECONDFLOORFRAMING PLAN28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"SECOND FLOOR FRAMING PLANA31. DATUM FOR TOP OF STEEL IS AT FINISHED SECONED FLOOR ELEVATION = (+113'-11") (TOP OF GYP. TOPPING)2. TOP OF STEEL ELEVATION = (-4 1/2") UNLESS NOTED OTHERWISE.3. ALL EXTERIOR EXPOSED STEEL HOT DIPPED GALV. TOUCH UP ALL FIELD WELDED DIMENSIONED OTHERWISE.4. SEE S502 FOR COLUMN SCHEDULE.5. SEE S301 FOR TYPICAL LOOSE LINTEL SCHEDULE. 1/4" = 1'-0"INTERMEDIATE STAIR LANDING FRAMING PLAND83REVISION SCHEDULENAME DATEADD-3 08/16/16
3CD1210K110K110K110K110K1A2S500W12X26W12X26W12X26W12X26W12X26W12X2610K112K1 STEELJOIST AT 4'-0" OC12K1 STEELJOIST AT 4'-0" OC12K1 STEELJOIST AT 4'-0" OCE2S5001 1/2" 20 GA.GALVANIZED STEELROOF DECK B/DECKSLOPES1 1/2" 20 GA. GALVANIZEDSTEEL ROOF DECKB/DECK = 123'-0"3" 20 GA. GALVANIZEDSTEEL ROOF DECKB/DECK = 128'-4"F8S500W14X26W14X26W10X2613' - 5 3/4"14' - 11 1/4"13' - 7"12' - 7 1/2"54' - 7 1/2"WALL8" CMUELEV MFR8' - 8" COORD W/WALL8" CMUWALL8" CMUSKYLIGHTD5S500F5S500LINTELL-1L6X6X5/16(+2'-3 1/2")(CONT)D8S500(+2'-1")8 1/4"SIM @ LOWROOF JOIST8" BRGPOCKET- TYP(+2'-1")L6X6X5/16(+2'-3 1/2")(CONT)(+2'-1")A6S503SIMA6S503SIML6X6X5/16(+2'-3 1/2")(CONT)C6S503@ HIGHROOF(+2'-1")MAS WALL (VIF)EXIST 1' - 0"(+2'-6 1/2")(+2'-6 1/2")(SLOPES)(SLOPES)W6x25 BEAR ON EXIST1ST FLOOR COLUMNL6X6X5/16125' - 1"(SLOPE)(CONT)(+3'-6 1/4")MAS WALL (VIF)EXIST 1' - 0"(CONT)(+3'-8 3/4")B8S5008"F8S500(CONT)(+3'-8 3/4")(+3'-6 1/4")(SLOPES)(+3'-1")(+3'-6 1/4")(SLOPES)(+3'-1")8"(CONT)(+3'-8 3/4")MAS WALL (VIF)EXIST 1' - 0"(+3'-6 1/4")D8S500W6x25 BEAR ON EXIST1ST FLOOR COLUMN(SLOPES)(+3'-1")(SLOPES)(+3'-1")(+2'-6 1/2")(+2'-6 1/2")126' - 6 1/4"L6X6X5/16125' - 1"(CONT)(SLOPES)54' - 0"BEAMSLOPES UPBEAMSLOPES UPFF10' - 5 1/8"17' - 10 3/8"LINTELL6X6X5/16L6X6X5/16L6X6X5/16BEAM OFFSET2 1/4"E3S501PROVIDE WT 2.5x9.5BETWEEN JOISTS ATNORTH ROOF EDGESPANDREL BEAMSHUNG LINTEL - SEE SECTIONA5S501L6x4x3/8" LLV4' - 8" ±4' - 0" ±3'-3".DIMENSION PARALLEL TO ROOF SLOPEROOF HATCH-COORD W/ ARCH3' - 10 1/2" ±22' - 8"7' - 11 3/4"A1S5013' - 7 7/8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 11 1/2"1/2"PROVIDE HSS4x4x1/4"PARAPET SUPPORTPOSTS AT 4'-0" O.C.A6S502D8S500EWALL6" CMUBBB1S502B1S502SKYLIGHT PART OFDEDUCT ALTERNATE±12K112K1COORDINATEWITH ROOFHATCHCOORD W/ROOF HATCHA1S301(-2 1/2")(-2 1/2")T/WALL = 129'-0"T/WALL = 124'-10 1/2"T/WALL = 129'-0"T/WALL = 129'-0"T/WALL = 129'-0"W8X18(+5'-4")A8S500TYPL6X4X5/16 LLVL6X4X5/16 LLVPROVIDE ANGLE FRAME FORROOF HATCH - SEE 4/S5024' - 8" ±4' - 0" ±3'-3".4' - 8" ±4' - 0" ±3'-3".4' - 8" ±4' - 0" ±3'-3".4' - 8" ±4' - 0" ±3'-3"±COORD W/ROOF HATCH12K112K1L6X4X3/8" LLVOPENING BELOW9' - 6 7/8"3' - 6" MO3' - 2" MOFOR CANOPY SEESECOND FLOORFRAMING PLAN12K1 STEELJOIST AT 4'-0" OCW12X263W12X263SHOP DWGSCOORD W/ SKYLIGHT3GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWNAND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECTPRIOR TO CONSTRUCTION OR FABRICATION.2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGESWHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVEEXISTING UTILITIES.4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS ASREQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELYRESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION.5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETEMASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THEOWNER.ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:06AMS104ROOF FRAMINGPLAN28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"ROOF FRAMING PLANA41. DATUM FOR TOP OF STEEL IS AT STAIR ROOF TOP OF STEEL/BOTTOM OF DECK ELEVATION = (123'-0")2. SEE S502 FOR TYPICAL ROOF FRAME OPENING DETAIL.3. ALL EXTERIOR EXPOSED STEEL HOT DIPPED GLAV. TOUCH UP ALL FIELD WELDED DIMENSIONED OTHERWISE.4. SEE S502 FOR COLUMN SCHEDULE.5. SEE S301 FOR TYPICAL LOOSE LINTEL SCHEDULE.REVISION SCHEDULENAME DATEADD-3 08/16/16
THICKNESS = 2'-8"PC12' - 6"2' - 6"5 - #4 EACH WAYBOT MAT--EQEQTHICKNESS = 2'-0"PC1A5' - 7"EQEQ2' - 6"5 - #5 SHORT DIRECTIONTOP AND BOT MAT3 - #5 LONG DIRECTIONTOP AND BOT MAT--1' - 6"1' - 8 3/4"1' - 6"THICKNESS = 2'-8"PC24' - 8 3/4"1' - 4"1' - 4"2' - 8"5 - #5 SHORTDIRECTIONBOT MAT8 - #4 LONGDIRECTIONBOT MAT--SEE COLUMN BASEPLATE DETAILCOLCOLUMN SEE SCHEDGRADE BEAM SEEGRADE BEAMSCHEDULE FORREINFT/SLABSEE PLANT/SITE GRADESEE PLANSCHEDSEESEE SCHEDULEMEDIAN SLAB - SEELANDSCAPE DRAWINGS1" ISOLATION JOINTFILL W/ JOINT SEALANTTYPEGB1 1'-7"WIDTH DEPTH TOP BAR3'-4" (2) #4GB2GRADE BEAM SCHEDULEBOT. BAR(2) #6STIRRUPS#4 @ 12"3'-8" 24" (4) #4GB31'-7" 4'-0" (2) #4(4) #6(2) #6#4 @ 12"#4 @ 12"SKIN REINFN/AN/A(2) #4 EA SIDEGB4 18" 24" (2) #4GB5(2) #6 #4 @ 12"18" 4'-0" (2) #4GB68" 24" (2) #4(2) #6(2) #6#4 @ 12"#4 @ 12"N/A(2) #4 EA SIDEN/A8" 2'-0" (2) #4GB7(2) #6 #4 @ 12"N/A28" 2'-0" (4) #4GB8(3) #6 #4 @ 12"N/A16" 2'-0" (2) #4GB9 (2) #6 #4 @ 12"N/AWIDTHDEPTHTOP BARSBOTTOM BARSSTIRRUPSSKIN REINFORCEMENTEQUALLY SPACEDREINFORCING SEEFND PLANCOLSEE SCHED FORGRADE BEAMREINFORCINGT/SLABSEE PLAN10 MIL VAPORRETARDERLIGHTWEIGHTSTRUCTURALFILLSCHEDSEESEE ARCHWALL ASSEMBLYSEE SCHED5" REINFORCED SLABON GRADE - SEE PLAN10 MIL POLY VAPOR RETARDEREXISTING CONCRETEFOUNDATION WALL6" SELECT STRUCTURAL FILLT/SLAB ELEVSEE PLANDEMO EXISTING FOUNDATIONWALL FOR NEW OPENINGEXISTING SLABON GRADEBOND BREAKER12"STAIR STRINGERSEE ARCH3/4" DIAMETEREXPANSION ANCHOR.EMBED 4" MINTHICKEN SLAB TO12" FOR FULL WIDTHOF STAIR BASE5"1' - 7"EXG FND WALLNEW FND WALLCONTINUOUS WATERSTOP AT JOINT#5 REINFORCING RODANCHORED W/ EPOXYADHESIVE @ 12" OC ATWALL CENTERTAPERED PLATEDOWELS @ 18" O.C.EQUAL TO DIAMONDDOWEL SYSTEM BYPNA CONSTRUCTIONTECHNOLOGIES.SET BULK-HEAD @REQ'D ELEV & STAKESECURELY TOSUBGRADE.TYPE 4 FILLUSE CONSTRUCTION (COLD) JOINTSWHERE REQUIRED FOR CONSTRUCTIONSEQUENCING OR INTERRUPTIONDURING POUR.LOCATE JOINTS TO COINCIDE WITHCONTRACTION JOINTS INDICATED ONFOUNDATION PLAN.NOTES:1.DEPRESS OR RECESS SLAB FOR FLOORFINISH WHERE SHOWN ON PLAN2.COORDINATE DEPTH AND BOUNDS WITHARCH DWGSMIN1' - 6"SLAB DEPRESSSLAB RECESSTYPSLABDEPTHTYPSLABDEPTHSAW-CUT CONTROL JOINTS WITHIN 4HOURS OF FINAL FINISH USING THEEARLY ENTRY DRY CUT SAW METHOD.LOCATE JOINTS AS SHOWN ON PLAN ORAT 12' O.C. IF NOT SHOWN.REINFORCING SEE PLAN10 MIL POLY VAPOR RETARDERLAP JOINTS 12". TAPE EDGES - TYPUNDISTURBED EARTH OR TYPE 1 FILL ASREQD TO BRING TO PROPER GRADESEE SPEC FOR CURING AND FINISH REQUIREMENTDOT TYPE 2 FILLD/44"6"ALL SAW-CUT CONTROL JOINTS TO BE FILLED WITHA POLYUREA JOINT FILLER (SEE SPEC). ALLOW SLABTO CURE MIN 30 DAYS BEFORE FILLING JOINTS.ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:09AMS300FOUNDATIONDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"PILE CAP DETAILS1E8 3/4" = 1'-0"GRADE BEAM DETAILC8 1" = 1'-0"TYPICAL GRADE BEAM SECTIONA8 3/4" = 1'-0"GRADE BEAM SECTIONF5 1 1/2" = 1'-0"SLAB EDGE DETAIL AT THRESHOLDD5 1 1/2" = 1'-0"Stringer Connection at SlabB5 3/4" = 1'-0"TYP FNDN WALL DOWEL TO EXG DETA5 1 1/2" = 1'-0"SLAB COLD JOINTD2 1 1/2" = 1'-0"SLAB RECESS/DEPRESS DETB2 1 1/2" = 1'-0"TYPICAL SLAB ON GRADEF2REVISION SCHEDULENAME DATE
1" MINFIRST POURSECOND POURSEE WALLELEVATIONSFOR LAPREQUIREMENTPLACE CONCRETE TO THIS JOINT, ALLOWTO SETTLE AND STRIKE OFF AT BOTTOMOF STUD. PRIOR TO SECOND POUR,REMOVE LAITANCE (POWER WASH) TOEXPOSE A ROUGHENED AGGREGATESURFACE.LAP SPLICE - SEE ELEVATIONSSAWCUT CONTROL JOINT (SCCJ)- SEE PLAN(SCJ) APPLY BOND BREAKER BETWEENPOURS. SIZE TO ALLOW 2" MINCLEARANCE AT COLUMN BASE PLATE(24" SQUARE MIN)(SCCJ) - SEE PLANSTEEL COLUMN ANDBASE PLATE (BELOW)(SCCJ) - SEE PLAN(SCJ) APPLY BOND BREAKER BETWEENPOURS. SIZE TO ALLOW 2" MINCLEARANCE AT COLUMN BASE PLATE(24" SQUARE MIN)SLAB EDGE(SCCJ) - SEE PLANSTEEL COLUMN ANDBASE PLATE (BELOW)(SCCJ) - SEE PLANTYP2" MINIMUMTYP.2" MINIMUMCAST-IN-PLACE SLEEVE FORPIPE/CONDUIT PENETRATIONSHIGH AND LOW PERMISSIBLEELEVATION RANGEMIN6"MIN6"PROVIDE PIPE SLEEVE AT WALLBREAK FOOTINGS AT LOCATIONSWHERE PIPE PASSES THROUGHFOOTING CORE/DRILLINPIPE OR CONDUITHIGH AND LOWPERMISSIBLEELEVATION RANGET/FTG ELEVSEE PLANNOTE:COORDINATE LOCATION AND SIZE OF PIPE/CONDUIT SLEEVES ORPIPE/CONDUIT ELEVATIONS WITH PIPING AND ELECTRICAL DRAWINGS8"8"MAX8"--P11' - 8"11 3/8"7 5/8"2"(4) - #6 VERT#4 TIES @12" O.C.--STEEL COLUMN -SEE SCHEDULE1' - 2"1' - 2"EQEQEQEQP4FND WALL1' - 7" CONCCONC FND WALL1' - 7"1' - 0 1/2"1 1/2"HSS5x5 COLPLACE REMAIN TOP OFWALL CONCRETE AFTERFOUNDATION AND COLUMNINSTALLATION(4) #6 VERT.1/2" ISOLATION JOINT FILLW/ JOINT SELANT--11 3/8"10 5/8"BRICK SHELF8"CONC FND WALL1' - 7"1' - 2"6"BRICKSHELF8"10"7 5/8"(4) #6 VERT.#4 CLOSED TIESAT 1'-0" O.C.#4 TIES AT 1'-0" O.C.STEEL COLUMN - SEESCHEDULE (S502)P2PROVIDE #4 HOOKEDDOWELS - SEE C2/S302--P3BRICK SHELF8"11"11 3/8"7 5/8"CONC FND WALL1' - 7"HSS5x5 COLPLACE REMAIN TOP OFWALL CONCRETE AFTERFOUNDATION AND COLUMNINSTALLATION(4) #6 VERT.1/2" ISOLATION JOINTFILL W/ JOINT SELANT#4 TIES AT 1'-0" O.C.PROVIDE #4 HOOKEDDOWELS - SEE C2/S302CONC FND WALL1' - 7"PROVIDE #4 HOOKEDDOWELS - SEE F/SXXXCHAMFEREDGES(4) - #6 VERT#4 TIES @12" O.C.--STEEL COLUMN -SEE SCHEDULE9"1' - 2"EQEQP5CHAMFEREDGES5 3/4"3 1/4"--P6BRICK SHELF8"1' - 8"11 3/8"7 5/8"2"FND WALL1' - 7" CONC1 1/2"HSS5x5 COLPLACE REMAIN TOP OFWALL CONCRETE AFTERFOUNDATION AND COLUMNINSTALLATION(4) #6 VERT.1/2" ISOLATION JOINT FILLW/ JOINT SELANT#4 TIES AT 1'-0" O.C.PROVIDE #4 HOOKEDDOWELS - SEE C2/S3028"1' - 4"4 1/8"1' - 8"11"BRICKSHELF8"7 5/8"11 3/8"5"9"11"8"11 3/8"4 5/8"5 7/8"4 1/8"5 7/8"4 1/8"NOTES:1.LINTELS INDICATED ARE FOR MASONRY WALLS AND APPLY FOR NEW AND EXISTING CONSTRUCTION.2.ALL OPENINGS 1'-0" AND OVER IN ALL OTHER MASONRY CONSTRUCTION REQUIRE LINTELS3.ALL LINTELS SHALL BEAR A MINIMUM OF 8" ON SOLID OR SOLID GROUTED MASONRY AT EACH END.4.ALL LINTELS SHALL BE PREPARED, PRIMED AND/OR FINISHED IN ACCORDANCE WITH THE PROJECTMANUAL. EXTERIOR LINTELS ARE TO BE GALVANIZED.5.THIS SCHEDULE APPLIES TO SINGL-WYTHE, AND CAVITY WALLS. FOR MULTI-WYTHE AND CAVITYWALLS REFER TO THIS SCHEDULE FOR LINTELS FOR EACH COMPONENT OF THE WALL.6.WHERE MINIMUM 8" BEARING CAN NOT BE PROVIDED DUE TO INTERFERENCE WITH A STEEL COLUMN,PROVIDE CONNECTION OF LINTEL TO COLUMN. WHERE MINIMUM 8" BEARING CAN NOT BE PROVIDEDDUE TO OTHER OBSTRUCTIONS, NOTIFY ARCHITECT.7.SHORE EXISTING STRUCTURE AND WALL AS REQUIRED FOR INSTALLATION OF LINTELS.4" MASONRY(1) LOOSE ANGLE6" MASONRY(1) PAIR BACK TO BACK8" MASONRY(1) PAIR BACK TO BACK10" MASONRY(1) PAIR BACK TO BACK12" MASONRY(1) LOOSE ANGLE(1) PAIR BACK TO BACK16" MASONRY(2) PAIR BACK TO BACKTYPICAL WELDING OF BACK TO BACK ANGLES2@122@122@122@124" MASONRY COMPONENTSUSE ONE LOOSE ANGLECLEAR OPENINGANGLE SIZETO 5'-0"L4x4x5/16TO 8'-0"L6x4x5/16 (LLV)TO 10'-0"L7x4x3/8 (LLV)6" MASONRY COMPONENTSUSE ONE PAIR ANGLES PER 6" OF WALL WIDTHCLEAR OPENINGANGLE SIZETO 4'-0"L3 1/2x3 1/2x5/16" AND L3x2x5/16TO 6'-0"L4x3 1/2x5/16 (LLV) AND L3x2x5/16TO 8'-0"L6x3 1/2x5/16 (LLV) AND L3x2x5/16TO 10'-0"L6x3 1/2x3/8 (LLV) AND L3x2x5/1610" MASONRY COMPONENTSUSE ONE PAIR OF ANGLES PER 6" OF WALL WIDTHCLEAR OPENINGANGLE SIZETO 6'-0"L5x5x5/16 (LLV) AND L4x4x5/16TO 8'-0"L6x4x5/16 (LLV) AND L5x5x5/16TO 10'-0"L7x4x3/8 (LLV) AND L5x5x5/168", 12" AND 16" MASONRY COMPONENTSUSE ONE PAIR ANGLES PER 4" OF WALL WIDTHCLEAR OPENINGANGLE SIZETO 4'-0"L3 1/2x3 1/2x5/16TO 6'-0"L4x3 1/2x5/16 (LLV)TO 8'-0"L6x3 1/2x5/16 (LLV)TO 10'-0"L6x3 1/2x3/8 (LLV)NOTES:1.REFER TO COLUMN SCHEDULE FOR BASE PLATE DIMENSIONS.2.HOLES MAY BE OVERSIZED 5/16".TYP1 1/2"TYP1 1/2"TYP1 1/2"TYP1 1/2"COLUMN REFER TOCOLUMN SCHEDULEFOR COLUMN SIZEBASE PLATE- REFER TOCOLUMN SCHEDULE FORSIZE AND TYPE1/4" LEVELING PLATEEXTEND 1/4" BEYONDALL BASE PLATEEDGES3/4" NON-SHRINKGROUT - MINIMUMASTM F1554 ANCHORRODS (36 KSI) - REFER TOCOLUMN SCHEDULE FORSIZE AND BASE PLATEDETAIL FOR QUANTITYMILL OR SAWCOLUMN END. MILLTOP OF BASEPLATE (TYP)BOLT EXTENSION1' - 0" ANCHORTYPE A COLUMN REFER TOCOLUMN SCHEDULE FORSIZEBASE PLATE- REFER TOCOLUMN SCHEDULE FORSIZE AND TYPEPLATE WASHERLEVELING NUTWITH PLATEWASHER ON TOPASTM F1554 ANCHORRODS (36 KSI) - REFER TOCOLUMN SCHEDULE FORSIZE AND BASE PLATEDETAIL FOR QUANTITYDIAMETERS18 RODTYPE BHEAVY HEX NUTGROUT2"HEAVY HEX NUT1 1/2"1 1/2"1' - 0"1' - 0"1 1/2"EQEQCOL1 1/2"EQEQCOLBP11 1/2"1 1/2"1' - 0"1' - 0"1 1/2"EQEQCOL1 1/2"EQEQCOLBP28"9"EQEQCOLEQEQCOLBP31 1/2"1 1/2"8"5 1/2"BACKFACEOF CHANNELEQEQCOLBP41 1/2"1 1/2"5"1 1/2"3"2 1/2"1 1/2"1 1/2"10"1' - 4"1 1/2"EQEQCOL1 1/2"EQEQCOLBP4NOTES:1.LINTELS TO BEAR 8" MINIMUM ON SOLID OR SOLID GROUTED MASONRY AT EACH END.2.SHORE EXISTING STRUCTURE AS REQUIRED FOR LINTEL INSTALLATION.PL 5/16"x11± (VIF)CONTINUOUSL-11/2"1/2"MAS WALL1' - 0" ± (VIF)1/4 4@12REPLACE 4 FULLCOURSES W/EXISTING BRICK.TYPICAL EACHSIDE OF LINTEL.C12x20.7ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:11AMS301FOUNDATIONDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 3/4" = 1'-0"TYP WALL HORIZ COLD JOINTC1 3/4" = 1'-0"TYPICAL COLUMN BLOCKOUTS1A4 3/4" = 1'-0"TYPICAL FOOTING/WALL PENETRATIONF4 1" = 1'-0"PIER PLAN DETAILSC7 1 1/2" = 1'-0"TYP LINTEL SCHEDULEE1 1 1/2" = 1'-0"STEEL COLUMN BASE PLATEA7 1 1/2" = 1'-0"COLUMN BASE PLATE DETAILSC4 1 1/2" = 1'-0"LINTEL L-1A1REVISION SCHEDULENAME DATE
FIN GRADESEE PLANSCHEDULESEE LAPWALL6" MASONRYSEE ARCHWALL ASSEMBLYT/MASONRYSEE ARCH#5 VERT. REINFORCING AT 1'-4" O.C.#5 DOWEL AT 1'-4" O.C.6" STRUCTURAL SLABSEE PLAN W/#4 AT1'-0" E.W.T/SLAB ELEVSEE PLAN1' - 8"LIGHTWEIGHTSTRUCTURAL FILL10 MIL VAPORRETARDER1' - 8"GRADE BEAM REINFSEE SCHEDT/BRICKSHELFSEE FND PLAN#4 DOWELS AT 1'-0" O.C.1'-8"1'-8"8" BOND BEAMW/ (1) #5 CONT3FIN GRADESEE PLANSCHEDULESEE LAPWALL6" MASONRYT/MASONRYSEE ARCH#5 VERT. REINFORCING AT 1'-4" O.C.#5 DOWEL AT 1'-4" O.C.T/WALL ELEVSEE FND PLAN6" SELECTSTRUCTURAL FILL10 MIL VAPORRETARDER6" SLAB ON GRADE SEE PLANW/#4 @ 1'-0" O.C. EACH WAYSEE PLANUNDISTURBED SOIL#4 STIRRUPS@ 1'-0" O.C.1'-8"#4 AT 12" O.C. EACHFACE EACH WAYT/BRICKSHELFSEE FND PLANSEE PLANL4x3x3/8" WITH 1/2"ØHILTI HY-70 ADHESIVEANCHORS AT 2'-0" O.C.EMBED 4"8" BOND BEAMW/ (1) #5 CONT4-12#4 DOWEL @ 1'-0" O.C. -TYP1'-8"1'-8"(2) #5 CONT1'-8"33333EXISTING FLOORFRAMING#5 VERT AT 4'-0" O.C.L6x4x5/16" W/ 3/4"Ø HILTIHY-70 ADHESIVE ANCHORSAT 1'-0" O.C. EMBED 6"SILL ANGLE8" BOND BEAMW/(1) #5ELEVATOR SHAFT8" CMUMAS WALLEXIST 1' - 0" ±2"EXIST SUBFLOORDEMO FOR NEWOPENINGREINFORCED SLABON DECKOPENING ATELEVATOR5/16" BENT PL STOP1/2" SHORT OFEACH END OFOPENINGT/EXISTSUBFLOOR6" REINFORCED SLAB ONGRADE#4 DOWEL @ 12" O.C.ELEVATOR SILL ANGLEDOT TYPE 2 SELECTSTRUCTURAL FILLWALL8" CONCT/SLABSEE PLAN2'2'#4 @ 1'-0" O.C. HORIZEACH WAY INSIDEFACE1/2"Ø HILTI HY-200ADHESIVE ANCHOREMBED 6"1/4 3-12LINTELEXISTING BRICKBEARING WALLREMOVE EXG BRICK ANDSET COL ON MIN 20" LONG x12" DEEP CONCRETEBEARING SEAT.SET BASE PLATE SOANCHOR BOLTS AREBELOW FINISHEDFLOOR6"HSS 3x3x1/2" COL W/3/4"x6"x8" BASE PLATE(4) 3/4"Ø x12" ANCHOR BOLTST/EXISTSUBFLOOR ELEV.1/4"1/4"EXIST MASONRY TOREMAINB/LINTELSEE ARCH.3/4"x10"x10" CAP PLATEINFILL W/SOLIDMASONRYAFTER LINTELINSTALLATIONMAS WALL1' - 0" ± (VIF)6" CMU PARTITIONSEE ARCHEXISTING 2x10JOISTSEXISTING 3/4"SUBFLOORINTERIOR PARTITIONASSEMBLYINTERIOR PARTITIONASSEMBLY5/8" GYP WALLBOARD - SEE ARCHCUT BACK EXISTFLOOR ASREQUIRED FORNEW STAIR2x10 RIM JOIST FACENAILED TO EACHEXISTING FLOOR JOISTW/ (2) 16d COMMONNAILSL6x4x5/16" (LLV) CONTINUOUSW/ 3/4"Ø HILTI HY-70 ADHESIVEANCHORS AT 1'-0" O.C.REINFORCED SLAB ONDECK - SEE PLANT/LOW FIRST FLOORSEE PLANSTEEL COMPOSITEDECK SEE PLAN FORSPAN DIRECTIONCMU WALLSEE PLANT/PIERSEE PLANT/FND WALLSEE PLANCONCRETE PIERFND WALL2" CVR1' - 0"COLD JOINT6" HOOK TYP.(2) ROWS #4 DOWELSAT TOP AND BOTTOMOF ADDITIONALCONCRETEPLACEMENTADDITIONAL CONCRETEPLACEMENT(4) #4 DOWEL INTOBRICKSHELF BELOW.EMBED 6"T/PIERSEE PLANC6 CHANNELC6 CHANNELSEE PLANBACKFACECHANNELSEE BASE PLATEDETAILS FORMORE INFOSEE BASE PLATEDETAILS FORMORE INFO3/4" CHAMFER - TYPREINFORCEDCONCRETEPIERF/GRADESEE SIZET/PILE CAP OR FTGSEE PLAN1' - 0"(4) #6 DOWELS - TYPVERT REINFCLOSED TIES @12" O.C.PILE CAP ORFOOTING SEE PLANABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:13AMS302FOUNDATIONDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 3/4" = 1'-0"FOUNDATION WALL DETAIL 4D7 3/4" = 1'-0"FOUNDATION WALL DETAIL 5A7 3/4" = 1'-0"SLAB EDGE @ THRESHOLDF5 1" = 1'-0"SLAB EDGE AT DOOR THRESHOLD 2D5 1 1/2" = 1'-0"LINTEL SUPPORT COLUMN BEARINGA5 1" = 1'-0"FLOOR EDGE DETAIL 5F2 1" = 1'-0"SLAB EDGE DETAIL 2D2 1" = 1'-0"FOUNDATION WALL DETAIL 2C2 3/4" = 1'-0"EXTERIOR SCREEN FOUNDATION DETAILA2REVISION SCHEDULENAME DATEADD-3 08/16/16
T/SLABSEE PLAN1"11"SEE ARCH7" MAX1/2" RADIUS NOSING#3 NOSING BARS - TYP3/4" SUBFLOOREXISTING FIRSTFLOOR FRAMINGC O V E R3"#4 @ 12" O.C.EACH WAY#4 DWLS AT 12" O.C. DRILLAND EPOXY ANCHOR TOEXISTING BRICK.2'-0"6"#4 DWLS AT 12" O.C.2'2'#FIRST FLOOR101'-0"BOTTOM BARTOP BAR2' - 0"#4 DWLS AT 12" O.C.2'2'STIRRUPSFACE OF EXIST MASONRY8"WATERSTOP8" ELEVATOR PITSLAB WITH #5'S @12" 0.C. EW TOPT/SLAB ELEVELEV SHAFT8" CMU(-4'-8")GB4PC1 @ CORNERSOF SHAFT - TYPSTEEL PILE(BEYOND) - TYPGB4#5 DOWELS @ 2' OCINTO GRADE BEAM2'2'SCHED (TYP)SEE LAPSCHED (TYP)SEE LAPF/GRADESEE PLAN6" REINFORCED SLABON GRADE - SEE PLAN8"WATERSTOP2' - 8"SEE PLAN#5 DOWELS @ 2'-0" O.C.2'-0"2'-0"#4 @ 12" O.C. EACH WAYOUTSIDE FACE - TYPY#5 AT 12" O.C. EACHWAY EACH FACE#5 BENT DOWELS @1'-0" O.C.T/SLABSEE PLAN10 MIL VAPORRETARDER6" SELECTSTRUCTURAL FILLT/SLABSEE PLAN5" REINFORCEDSLAB ON GRADE#5 BENT DOWELSAT 1'-0" O.C.2'2'2'2'5" REINFORCED SLABON GRADE - SEE PLANLIGHTWEIGHTSTRUCTURALFILLWATERSTOPGB2 (BEYOND)8" ELEVATOR PITSLAB WITH #5'S @12" 0.C. EW TOPLOCATE 1'-4" x 1'-4"SUMP PIT ONNORTH WALLT/WALL SEE PLANELEV SHAFT8" CMUT/PILE CAPGRADE BEAMSEE PLANPILE CAP SEEPLANSTEEL PILE(BEYOND)8"2' - 0"8"GB22' - 0"1' - 4"WATERSTOPW/ MFG4' - 0" COORD #5 DOWELS @ 2' OCINTO GRADE BEAM2'2'SCHED (TYP)SEE LAPSCHED (TYP)SEE LAP5" REINFORCED SLABON GRADE - SEE PLANEXISTING CONCRETEFOUNDATION WALLT/SLAB ELEVSEE PLANDEMO EXISTING FOUNDATIONWALL FOR NEW OPENINGEXISTING SLAB ON GRADEBOND BREAKERCOORD WITH ELEVATOR MFRT/BRICKSHELFSEE PLAN#4 @ 12" O.C. E.W.INSIDE FACE - TYPWATERSTOPA2S3031' - 9 1/2"3' - 0"STEEL PILE(BEYOND)SEE FND PLAN31'-6" SQ x 1'-6" DEEP SUMP PITSEE FND PLAN FOR LOCATION(5) #4 TIES @ 3" O.C.GRATINGGALV L2x2x1/8" ANCHORED TOCONC. WITH 1/2"Ø x 4" SHEARSTUD ON 4 SIDESPROVIDE STD. 90° HOOKS FORTOP BARS AROUND SUMP PITABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:14AMS303FOUNDATIONDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1" = 1'-0"CONCRETE STAIR DETAILE6 3/4" = 1'-0"ELEVATOR SECTION DETAILB6 3/4" = 1'-0"FOUNDATION WALL 3B2 3/4" = 1'-0"ELEV SECTION EAST1E2 1 1/2" = 1'-0"SUMP PIT DETAILA2REVISION SCHEDULENAME DATEADD-3 08/16/16
1/4TYP1/4" 3-125"5"1/2"Øx4 1/8" H4L NELSONSHEAR STUDSWT3x6 LAGGING SUPPORT4"x6" TIMBER LAGGING#4@12" E.W. INSIDE FACE#4 CORNER BAR @ 1'-0" O.C.2'2'COVER3/4"TYP30°1/4TYP1/4"3-128"8"1/2"Øx4 1/8" H4L NELSONSHEAR STUDSWT3x6 LAGGING SUPPORT#4 CORNER BAR @ 1'-0" O.C.2'2'COVER3/4"TYP30°PILEPIPE PILE PROVIDEENGINEERED DESIGND3S305D3S305SIMPROVIDE STAMPED ENGINEERED DESIGN FOR TWOSHORING PILES SUPPORTING LAGGING MAY PROPOSEALTERNATE SHORING METHOD. MUST BE DESIGNED BYENGINEER AND PROVIDE STAMPED CALCULATIONS#4 AT 1'-0" O.C. SHORT WAY#4 AT 1'-0" LONG WAY TOPMAT - TYPT/EXISTSLABBULB CONCRETEUNDER SLAB - TYP#6 EPOXY DOWEL AT 1'-0"O.C. EMBED 6" MIN1' - 0"1' - 0"4"EXISTING SLABON GRADET/SLABSEE PLAN#6 AT 1'-0" O.C. SHORT WAY(4) #6 LONG WAY BOTTOM MATEXISTING CONCRETEFOOTING (VIF)UNDISTURBED SOILBRG WALLEXIST MAS1' - 8" LAP#6 EPOXY DOWEL AT 1'-0"O.C. EMBED 6" MIN#6 AT 1'-0" O.C. SHORT WAY#6 AT 1'-0" LONG WAY BOTTOMMAT - TYP#4 BENT EPOXY DOWELAT 1'-0" O.C. EMBED 6"MIN. (AT DIAGONAL) - TYPCOLTYPE A BASE PLATESEE BASE PLATEDETAIL FOR MORE INFOMASWALLSEE PLANPLANSEESEE PLAN8" SELECTSTRUCTURALFILLUNDISTURBEDSOIL#5 DOWEL AT 4'-0"O.C. ALIGN WITHVERTICAL BARS#5 VERT. AT 4'-0" O.C.LAP SCHEDSEE MASWALL6" CMU WALLEXISTING SLABON GRADE1'-0" MAT SLABEXISTINGFOUNDATIONWALLEXISTINGFOOTING#4 AT 12" ONCENTER EACH WAYTOP AND BOTTOM3" CVRUNDISTURBEDSOIL5" REINFORCED SLAB ONGRADE W/ 6x6-W4xW4 WWR(MATCH EXISTING THICKNESS) #5 @ 1'-0" O.C. SHORTWAY TOP AND BOTTOMCMUWALLCMU6" LIGHTWEIGHTEXISTING SLABON GRADEEXIST SLABON GRADEEXISTINGCONC STRIPFOOTINGEXIST MASONRY1' - 0" ± (VIF)EXISTMASONRYEQEQEQEQ1' - 2 7/8"SEE PLAN6"UNDISTURBEDSOILSEE PLANSEE PLANCVR3"1' - 0"(3) #5 LONG WAY TOPAND BOTTOMEPOXY DOWEL REINFORCINGINTO EXISTING CONCRETEFOOTINGT/SLABSEE PLAN#6 EPOXY DOWEL AT 1'-0"O.C. EMBED 6" MIN1' - 0"1' - 0"4"EXISTING CONCRETEFOOTING (VIF)UNDISTURBED SOIL#6 EPOXY DOWEL AT 1'-0"O.C. EMBED 6" MIN#6 AT 1'-0" O.C. SHORT WAY(2) #6 LONG WAY BOTTOM MAT - TYP#4 BENT EPOXY DOWELAT 1'-0" O.C. EMBED 6"MIN. (AT DIAGONAL) - TYPTYPE A BASE PLATESEE BASE PLATEDETAIL FOR MORE INFOCOLBULB CONCRETEUNDER SLAB - TYPEXISTING SLABON GRADET/SLABSEE PLAN#6 AT 1'-0" O.C. SHORT WAY(4) #6 LONG WAY BOTTOM MAT#4 AT 1'-0" O.C. SHORT WAY#4 AT 1'-0" LONG WAY TOPMAT - TYPT/EXISTSLABEXISTING COLUMNOR PIER TO REMAIN3' - 8"3' - 8"B/STRIPT/ EXISTFTG1ST FLR ELEV#4 DWLS @ 16" OC#4 @ 16" OC EWBOTH SIDESD.O.T TYPE 2 FILLFIN GRADEELEV = SEE PLAN#4 DOWEL(BENT) @16" O.C.1'-8"1'-8"RAILING ASSEMBLY -SEE ARCH CAST INTOSTAIR SLAB#4 @ 12" O.C. E.W.CENTER IN SLABTHICKNESSUNDISTURBED SOILRAILING POSTPOLYURETHANE JOINTSEALANT1' - 9"RAILING POST1' - 9"4' - 0"SCHEDSEE LAP9"SEE PLAN#4 DOWEL(BENT) @16" O.C.1'-8"1'-8"SEE PLANSTRIP FTGSEE PLANSTRIP FTG4' - 10"T/PIERSEEPLANABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:16AMS304FOUNDATIONDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1" = 1'-0"LAGGING SUPPORT DETAILE6 3/4" = 1'-0"EXISTING EXTERIOR SPREAD FOOTING AND COLUMN REINFORCEMENT DETAILA5 3/4" = 1'-0"MAT SLAB DETAILF1 3/4" = 1'-0"WALL FOOTING DETAILC6 3/4" = 1'-0"EXISTING EXTERIOR SPREAD FOOTING AND COLUMN REINFORCEMENT DETD1 1/2" = 1'-0"EXTERIOR STAIR PLANA133REVISION SCHEDULENAME DATEADD-3 08/16/16
VAPOR BARRIEREXTERIOR WALKWAY -COORD W/ SITE8" DOT TYPE 2 SELECTSTRUCTURAL FILLSEE PLANGRADE BEAMT/SLABSEE PLANBOT REINFORINGINSULATIONREINFORCED SLAB ONGRADE - SEE PLAN1/2" INSULATIONAT THRESHOLD#4 DOWEL AT 2'-0" O.C.(BENT)SLOPE SEESITE DWG1'-0"10"UNDISTURBED SOILUNDISTURBED SOILCLOSED STIRRUPSSEE GRADE BEAMSCHEDULETOP REINFORCING BENT UP TOTOP OF GRADE BEAM AT EACHSIDE OF OPENINGSEE PLANW/ ARCH8" COORD3SCHEDULESEE LAPWALL6" MASONRYSEE ARCHWALL ASSEMBLYT/MASONRYSEE ARCH#5 VERT. REINFORCING AT 1'-4" O.C.#5 DOWEL AT 1'-4" O.C.#4 DOWELS AT 1'-0" O.C.FIN GRADESEE PLANT/WALL ELEVSEE PLAN6" SELECTSTRUCTURAL FILL10 MIL VAPORRETARDER6" SLAB ON GRADE SEE PLANW/#4 @ 1'-0" O.C. EACH WAYSEE PLANUNDISTURBED SOIL#4 DOWEL @ 1'-0" O.C. -TYP1'-8"1'-8"#4 AT 12" O.C. EACHFACE EACH WAYT/BRICKSHELFSEE PLANSCHEDULESEE LAPWALL6" MASONRYSEE ARCHWALL ASSEMBLY#5 VERT. REINFORCING AT 1'-4" O.C.#5 DOWEL AT 1'-4" O.C.FIN GRADESEE PLANT/WALL ELEVSEE PLAN6" SELECTSTRUCTURAL FILL10 MIL VAPORRETARDER6" SLAB ON GRADE SEE PLANW/#4 @ 1'-0" O.C. EACH WAYSEE PLANUNDISTURBED SOIL#4 DOWEL @ 1'-0" O.C. -TYP1'-8"1'-8"#4 AT 12" O.C. EACHFACE EACH WAYT/BRICKSHELFSEE PLAN1' - 8"T/MASONRYSEE ARCH8" BOND BEAMW/ (1) #5 CONTFASTEN BOTTOMTRACK W/ 1/4"TAPCONS AT 1'-4" O.C.6"1' - 0"T/FOOTINGSEE PLAN#4@12" E.W. (CENTERED)EXPANSION JOINT#4 DOWEL@ 12" O.C.1'-8"1'-8"#3 NOSING BARS - TYP#4 EPOXY DOWELS(BENT)AT 12" O.C.6"1'-8"EXISTINGCONCRETEBEAM#4 @ 12" O.C. E.W.CVR3"T/FND WALLSEE PLAN1"11"SEE ARCH7" MAX2' - 0"FND WALL (VIF)EXISTING MASWALL8" FNDEXISTING BASEMENT SLAB (VIF)EXISTING MAS WALL(VIF)6" ±(VIF)1' - 2 1/2" ±PILEELEV SHAFT8" CMUT/BASEMENT SLABSEE PLANT/PILE ELEVMATCH T/EXIST FTG1' - 0"4"WT3x6 FIELDWELDED TO BACKSIDEOF PIPE PILE. MAY BE INSTALLED INSHORTER SECTIONS DURINGLAGGING OPERATIONS4" NOMINAL THICKNESS MIXEDHARDWOOD LAGGING(VIF)3' - 0" ±1/2"Ø SHEAR STUDS AT 1'-0" O.C.(Fw=65 KSI)SEE PLANPIPE PILESPACE LAGGING WITH 1 1/2"LOUVER BLOCKST/PIT SLABSEE PLAN8" REINFORCEDSLAB SEE PLAN12" HOOKGRADE BEAM TOPAND BOTTOM REINFPERIMETER GRADEBEAME6S304PROVIDE STAMPED ENGINEERED DESIGN FOR TWOSHORING PILES SUPPORTING LAGGING MAY PROPOSEALTERNATE SHORING METHOD. MUST BE DESIGNED BYENGINEER AND PROVIDE STAMPED CALCULATIONS33ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:17AMS305FOUNDATIONDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1" = 1'-0"FOUNDATION THRESHOLD DETAILE8 3/4" = 1'-0"FOUNDATION WALL DETAIL 4 Copy 1B8 3/4" = 1'-0"FOUNDATION WALL DETD5 3/4" = 1'-0"CONCRETE STAIR SECTIONA5 3/4" = 1'-0"SHORING DETAILD3REVISION SCHEDULENAME DATEADD-3 08/16/16
EXG BRICK MASBRG WALL(2) 3/4"Ø HILTI HY-70ADHESIVE ANCHORSEMBED 6" BEGIN 1 1/2"FROM EACH END OF PLATE1" NON-SHRINK GROUTBEARING PLATE - SEE SCHED.1"BEAM-SEE SCHED.T/STEELSEE PLAN1/4"8" *5"GROUT SOLID(VIF)1' - 0" ±1/2"BEAM BEARING SCHEDULEBEAM SHAPEBEARING PLATE/DIMENSIONC12x20.7W12x26W6x25C12x20.9W8x18PL 1/2 x 6" x 9"PL 1/2 x 6" x 1'-1"PL 1/2 x 5" x 1'-0" (AT 6" CMU)PL 1/2 x 5" x 9" (AT 6" CMU)PL 1/2 x 6" x 1'-0"* PROVIDE 4" BEARING AT 6" CMU WALLSSEE NOTEEXISTING EXTERIOR3 WYTHE BRICKWALL (VIF)PL 3/4"x6"x1'-0 1/2" LONG W/(2)3/4"Ø HILTI HY-70 ADHESIVEANCHORS EMBED 6" BEGIN 11/2" FROM EACH END OF PLATE3/4" HIGH STRENGTHNON-SHRINK GROUTPL 1/2"x3"x1'-0" LONG TYP - EASIDE ORIENT PERPENDICULARTO BRICK WALL8"5"GROUT SOLID(VIF)1' - 0" ±1/2"T/STL ELEV(SEE PLAN)4"1"WIDE FLANGEGIRDERSTEEL ROOF JOIST -SEE PLANL6x6 ANGLE BEYOND BEAM SLOPESW.P. FOR T/STL ELEVMAX1/2"1 1/2" 20 GA.GALVANIZED STEELROOF DECK PUDDLEWELD TO JOISTT/PARAPETELEV-(VIF)EXISTING EXTERIOR3 WYTHE BRICKWALL (VIF)(VIF)1' - 0" ±STEEL ROOF JOIST -SEE PLANL6x6x5/16" CONT. ANGLESBENT TO MATCH ROOFSLOPE. W/ 3/4"Ø HILTI HY-70ADHESIVE ANCHORS AT2'-0" O.C. EMBED 6" -MAYSUBSTITUTE STEEL ANGLEW/ 5/16" BENT PLATE OFSAME DIMENSIONSMAX1/2"1 1/2" 20 GA.GALVANIZED STEELROOF DECK PUDDLEWELD TO FRAMINGT/PARAPETELEV-(VIF)T/STL ELEV(SEE PLAN)ROOF SLOPESSEE PLANEXISTING EXTERIOR3 WYTHE BRICKWALL (VIF)(VIF)1' - 0" ±ROOF STEEL BARJOIST - SEE PLANL6x6x5/16" CONT. ANGLES(SLOPES). W/ 3/4"Ø HILTIHY-70 ADHESIVE ANCHORSAT 2'-0" O.C. EMBED 6"1 1/2" 20 GA.GALVANIZED STEELROOF DECK PUDDLEWELD TO JOISTT/STL ELEV(SEE PLAN)BRG4"1"T/PARAPETELEV-(VIF)1/4"EXISTING 6" STEELWIDE FLANGE COLUMNW12 WIDE FLANGEBEAM(4) 1/2" FULL DEPTH STIFFENER PLATESALIGNED OVER EXISTING COLUMNFLANGES (1 PER COLUMN FLANGE) - TYPEXISTING 16" STEEL WIDE FLANGE BEAMEXIST 2x6 JOIST (VIF)3/4" PLYWOOD SUBFLOORPL8x8x3/4" BASE PLATEW6x25 COLUMN CENTER OVER EXISTINGCOLUMN AND ALIGN FLANGES ANDSTIFFENER PLATESPL 5/16"x4"x6" LONGW12 WIDE FLANGE BEAM1/4"1/4"TYP1/4"TYP1/4" 6" MIN1/4"1/4" 6" MINTYPT/EXIST 2nd FLOOR(VIF)COL1" GYPSUM TOPPINGT/STLSEE PLAN3" 20 GA. GALV.STEEL ROOF DECKROOF ASSEMBLYSEE ARCH8" KNOCKOUT BONDBEAM WITH (1) #5CONTINUOUS AT TOPCOURSEL6x4x5/16" (LLV)CONTINUOUS W/ 1/2"ØHILTI HY-70 ADHESIVEANCHORS AT 1'-4" O.C.EMBED 4 1/2".T/WALLSEE PLANB/DECK ELEVSEE PLAN1 1/2" 20 GA. GALV.STEEL ROOF DECKPUDDLE WELD TO TOPOF MAS WALLROOF ASSEMBLYSEE ARCH8" CMUPL 1/2"x4" CONTINUOUSWITH 1/2"Ø x 4" LONGSHEAR STUD ANCHORSAT 2'-0" O.C.8" KNOCKOUT BONDBEAM WITH (1) #5CONTINUOUS AT TOPCOURSESEE ARCH8" WALL ASSEMBLYL8x4x7/16" (LLH)CONTINUOUS WITH3/4"Ø HILTI HY-70ADHESIVE ANCHORS AT2'-0" O.C. EMBED 6".ROOF ASSEMBLYSEE ARCHEXIST T/WALLSEE PLANROOF FRAMINGPLAN123' - 0"FROOF ASSEMBLY -SEE ARCH1 1/2" 20 GA.GALVANIZED ROOFDECK - SEE PLANWIDE FLANGESPANDREL BEAM1/4" BENT PLATE -CONTINUOUS3"(2)L2 1/2x2 1/2x5/16" AT 2'-0"ON CENTER (BACK TO BACK)WITH (2) 1/2" THROUGH-BOLTS1/2" THERMALISOLATION MATERIAL(2) 1/2" THROUGH-BOLTS AT2'-0" ON CENTERL6x4x5/16" (LLV)(CONTINUOUS)1/41' - 0 1/2"EXTERIOR WALLASSEMBLY - SEEARCHCURTAINWALLSYSTEMSTAIR ROOF - B/ODECKING123' - 6"FROOF FRAMINGPLAN123' - 0"3CFMF PARAPET STUDFRAMING AT 1'-4" O.C.ROOF ASSEMBLY - SEE ARCHCFMF BUILT-UP HEADER:(2) 6" 16 GA. TOP/BOTTOM TRACK(2) 6" 18 GA. CFMF STUDSCFMF BOTTOM TRACKSEE ARCHPARAPET ASSEMBLY1 1/2" ROOF DECK -SEE FRAMING PLANPUDDLE WELD TOSPANDREL BEAMSTEE WIDE FLANGESPANDREL BEAM -SEE FRAMING PLANSEE ARCHEXTERIOR WALL ASSEMBLYT/ PARAPETSEE ARCHBOT/HUNG LINTELSEE ARCHCFMF PARAPET STUDFRAMING AT 1'-4" O.C.L3x3x1/4"x5"LONG AT2'-0" ON CENTERL3x3x1/4" AT 2'-0"ON CENTERL3x3x1/4"x5"LONGAT 2'-0" ON CENTERL4x4x3/8"CONTINUOUSHSS6x4x3/8"CONTINUOUS1/2" THERMAL ISOLATIONMATERIAL PLATECURTIAIN WALL SYSTEM -SEE ARCHL4x4x3/8"CONTINUOUS(2)L2 1/2x2 1/2x5/16" AT 2'-0"ON CENTER (BACK TO BACK)WITH (2) 1/2" THROUGH-BOLTS(2) 1/2" BLIND BOLTS AT 2'-0"ON CENTER1/4"WT 2.5 BETWEENJOIST SEATS1/4"CFMF TOP TRACK#10 TEK SCREWS AT 1'-0" ONCENTER - TOP AND BOTTOMABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:18AMS500FRAMINGDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 3/4" = 1'-0"BEAM BEARING DETAIL @ STAIRA8 3/4" = 1'-0"BEAM BEARING DETAIL 2F8 3/4" = 1'-0"ROOF DECK EDGE DETAILB8 3/4" = 1'-0"JOIST BEARING DETAILD8 1 1/2" = 1'-0"COLUMN SPLICE CONNECTION DETAILA5 1" = 1'-0"ROOF EDGE DETAIL 2D5 1" = 1'-0"ROOF EDGE DETAIL 3F5 1 1/2" = 1'-0"ROOF EDGE DETAILE2 1 1/2" = 1'-0"Section 3A2REVISION SCHEDULENAME DATE
10 3/4"1"HSS 6x6x1/2"FIN PL 1" THICKT/STL ELEV= 110'-3 3/4"9 3/8"1' - 6 1/2"9 3/8"12' - 2 1/8"COLW10x26EXTERIOR FACEEXISTINGBRICKWALL8 7/8"1' - 7 1/2"8 7/8"(VIF)1' - 0" ±8"FIN PL 1" THICKHSS 10x6x3/16"1/4"11' - 6 1/8"S501A9ROOF DECK NOT SHOWNFOR CLARITY - SEEFRAMING PLAN3' - 1 1/4"HSS 6x4x3/8"310 3/4"1"HSS 6x6x1/2"2 5/8"2' - 8"2 5/8"3' - 5"COLW10x26EXTERIOR FACEEXISTINGBRICKWALL8 7/8"1' - 7 1/2"8 7/8"(VIF)1' - 0" ±8"FIN PL 1" THICKHSS 10x6x3/16"1/4"11' - 6 1/8"FIN PL 1" THICKT/STL ELEV= 110'-3 3/4"S501A9ROOF DECK NOT SHOWNFOR CLARITY - SEEFRAMING PLAN6' - 7"1' - 0"4"B/OPENING ELEV = 109'-4"HSS 6x4x3/8"COORD LOCATIONWITH ARCH DRAWING3PL 3/4" x6"x12" LONGW/(2) 3/4"Ø HILTI HY-70ADHESIVE ANCHORS EMBED6" START ANCHOR 1 1/2"FROM EACH END OF PLATE3/4" HIGH STRENGTHNON-SHRINK GROUTGROUT SOLID BEHIND BRICK VENEER5"1/4"1" THICK FIN PLATEEXIST BRICK WALL1' - 0" ± (VIF)TOOTHE IN EXISTINGBRICK TO MATCH EXISTINGCOURSING PATTERNT/STL ELEVSEE FINELEVATIONS8"1/2" MAXROOF DECK NOT SHOWNFOR CLARITY - SEEFRAMING PLANROOF FRAMINGPLAN123' - 0"3ROOF ASSEMBLY - SEE ARCHSEE ARCHPARAPET ASSEMBLY1 1/2" ROOF DECK -SEE FRAMING PLANPUDDLE WELD TOSPANDREL BEAMSTEE WIDE FLANGESPANDREL BEAM -SEE FRAMING PLANSEE ARCHEXTERIOR WALL ASSEMBLYT/ PARAPETSEE ARCHWT2.5 BETWEENJOIST SEATS1/4"CFMF PARAPET STUDFRAMING AT 1'-4" O.C.CFMF BUILT-UP HEADER:(2) 6" 16 GA. TOP/BOTTOM TRACK(2) 6" 18 GA. CFMF STUDSCFMF BOTTOM TRACKCFMF TOP TRACK#10 TEK SCREWS AT 1'-0" ONCENTER - TOP AND BOTTOMFIN PLATEPL 1" SEE FRAMING PLAN3" 20 GA ROOF DECKROOF ASSEMBLYSEE ARCHB/DECKSEE PLAN31/2" GAPWALL ASSEMBLYSEE ARCHPL 1/2"x6" WIDE8 5/8"1/4" CAP PLATEAT EACH ENDOF TUBE1/4"HSS6x6HSS12x43T/STL ELEVSEE PLAN3" 20 GA. GALV.STEEL ROOF DECK8" CMU8" KNOCKOUT BONDBEAM WITH (1) #5CONTINUOUS AT TOPCOURSESEE ARCH8" WALL ASSEMBLY6" CMUL6x4x5/16" (LLV)CONTINUOUS W/ 1/2"ØHILTI HY-70 ADHESIVEANCHORS AT 1'-4" O.C.EMBED 4 1/2".L6x4x5/16" (LLV)CONTINUOUS W/ 1/2"ØHILTI HY-70 ADHESIVEANCHORS AT 1'-4" O.C.EMBED 4 1/2".B/DECK ELEVSEE PLANB/DECK ELEVSEE PLAN3 5/8" CFMF AT 16"O.C. (16 GA.)(2) #10 TEK SCREWSAT 16" OC - TYPEACH END3ROOF ASSEMBLY - SEE ARCHSEE ARCHPARAPET ASSEMBLY1 1/2" ROOF DECK -SEE FRAMING PLANPUDDLE WELD TOSPANDREL BEAMSTEE WIDE FLANGESPANDREL BEAM -SEE FRAMING PLANSEE ARCHEXTERIOR WALL ASSEMBLYT/ PARAPETSEE ARCHBOT/HUNG LINTELSEE ARCHCFMF PARAPET STUDFRAMING AT 1'-4" O.C.L3x3x1/4"x5"LONG AT2'-0" ON CENTERL3x3x1/4" AT 2'-0"ON CENTERL3x3x1/4"x5"LONGAT 2'-0" ON CENTERL4x4x3/8"CONTINUOUSHSS6x4x3/8"CONTINUOUS1/2" THERMAL ISOLATIONMATERIAL PLATECURTIAIN WALL SYSTEM -SEE ARCHL4x4x3/8"CONTINUOUS(2)L2 1/2x2 1/2x5/16" AT 2'-0"ON CENTER (BACK TO BACK)WITH (2) 1/2" THROUGH-BOLTS(2) 1/2" BLIND BOLTS AT 2'-0"ON CENTER1/4"PER SJISTEEL ROOF JOIST -SEE FRAMING PLANCFMF PARAPET STUDFRAMING AT 1'-4" O.C.CFMF BUILT-UP HEADER:(2) 6" 16 GA. TOP/BOTTOM TRACK(2) 6" 18 GA. CFMF STUDSCFMF BOTTOM TRACKCFMF TOP TRACK#10 TEK SCREWS AT 1'-0" ONCENTER - TOP AND BOTTOMT/ STEELSEE PLANABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:20AMS501FRAMINGDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"SECTION THROUGH CANOPYE8 1/2" = 1'-0"SECTION THROUGH CANOPY @ SHORT FINC8 3/4" = 1'-0"STEEL FIN BEARING DETAILA9 1 1/2" = 1'-0"ROOF EDGE DETAIL 3E3 1" = 1'-0"Canopy Roof DetailD5 1" = 1'-0"EXTERIOR STEEL CONNECTION DETAILF1 1" = 1'-0"ROOF EDGE DETAIL 2A5 1 1/2" = 1'-0"ROOF EDGE DETAIL 4A13REVISION SCHEDULENAME DATEADD-3 08/16/16
WIDE FLANGE BEAMSEE FRAMING PLANPL 5/16" STIFFENER OVERCOLUMN CENTERLINESTEEL COLUMN OR OTHERBEARING CONDITIONSPROVIDE 3/4 HEIGHT STIFFENERS WHEREBEAM FRAMES OVER TOP OF COLUMN ORWHERE OTHERWISE INDICATED.BEAM3/163/163/4 DDWIDE FLANGE BEAMSEE FRAMING PLANFULL HEIGHT PL 5/16"STIFFENER OVERCOLUMN CENTERLINESTEEL COLUMN OR OTHERBEARING CONDITIONSBEAM3/163/16STEEL COLUMN OR OTHERBEARING CONDITIONSPL 5/16" STIFFENER OVERCOLUMN CENTERLINEPROVIDE 3/4 HEIGHT STIFFENERS WHEREBEAM FRAMES OVER TOP OF COLUMN ORWHERE OTHERWISE INDICATED.BEAMD3/4 DSTEEL COLUMN OR OTHERBEARING CONDITIONSWIDE FLANGE BEAMSEE FRAMING PLAN3/163/163/4" COVERCOMPOSITE SLAB-SEEPLANS FOR THICKNESSNOTE: CONTRACTION JOINTS ARE NOT REQUIRED INCOMPOSITE SLABS. IF CONSTRUCTION JOINTS ARE REQ'D,LOCATE OVER NON-COMPOSITE SUPPORT BEAMS.WELDED WIRE FABRIC(SEE PLAN FOR SIZE)PLACE IN FLAT SHEETSSEE SPEC FOR CONCRETEDESIGN MIXCOMPOSITE STEEL DECK.SEE PLAN FOR SIZE.FABRICATE & INSTALL TOCOVER 3 OR MORE SPANS.PROVIDE CHAIRS TO SUPPORTWWR @ 2'-6" O.C. MAX EWROOFOPENINGTYPROOF BEAM OR JOIST - TYPL6x4x3/8(LLV) NOTCHVERT LEGFOR TOPBEARING 2REQUIREDL4x4x1/4" - WELD FLUSH TOL6x4x3/8 - 2 REQUIREDNOTES:1.FOR USE WITH LIGHT ROOF EQUIPMENT, VENTS, ROOF DRAINS ETC.MAXIMUN EQUIPMENT WEIGHT 1000 POUNDS.2.PROVIDE HOLES FOR BLOCKING AS REQUIRED.3.COORDINATE FINAL SIZE AND LOCATION OF ROOF FRAMES WITHMECHANICAL AND PLUMBING CONTRACTORS.8'-0" MAX SPACINGCOMP SLABOPNG COORD SIZEAND LOCATIONPOUR STOPCLOSUREC8x11.5POUR STOPFLUSHSECTION ASECTION BFLOOR BMSCHANNEL FRAMEC8x11.5 - TYPSECT ASECT BPLAN DETAILCOORDINATE QUANTITIES, LOCATION, AND SIZE OF OPENINGSWITH OTHERS AND H-SERIES, P-SERIES, AND A-SERIESDWGS.ROOF FRAMINGPLAN123' - 0"31/4"T/ POSTELEVATION2' - 0"HSS4x4x1/4" POSTBOTTOM OF BASE PLATE ELEVBASE PLATECAP PLATETYPELENGTHWIDTHTHICKNESSTYPELENGTHWIDTHTHICKNESSANCHOR BOLTS97'-11"123'-6"ROOF FRAMING PLAN108'-6"TOP OF DRIVE THRU CANOPY ELEVPARKINGT/GRADE ELEVA/1.5A/2.2A/2.5HSS 6x6x1/2"C/1C/2E/3B/3F/3HSS 5x5x1/2"TYPE A, BP1 TYPE A, BF497'-1"N/A N/A CP1HSS5x5x1/2"NOTES1. SEE 7/S500 FOR COLUMN SPLICE DETAIL.2. SEE 8 & 9/S301 FOR BASE PLATE DETAILS+94'-8"T/FOUNDATIONBOT BASEPLATE = 94'-1"1'-0"1'-0"3/4"3/4"ØTYPE A, BP11'-0"1'-0"3/4"3/4"Ø113'-10"ELEVN/AN/AN/A97'-1"SEE CAPPLATE DET3/4"1'-0"1'-0"3/4"3/4"ØD/1D/2W6x25EXISTING W6N/AN/AFIELD SPLICESEE DETAIL7/S500N/AVIFVARIESCOLUMNTOP OF COLUMNELEVATION VARIESWITH EXISTINGROOF SLOPEB/1B/2N/AW6x25BP21'-0"1'-0"3/4"3/4"Ø92'-5"C/3N/AHSS7x5x3/8"TYPE A, BP11'-0"1'-0"3/4"3/4"Ø97'-1"1" FIN PLATEL3x3x1/2"CONTINUOUSFASCIA ANGLET/STLSEE PLANL3x3x1/2"1/4"331" FIN PLATEL3x3x5/16" (LLV)CONTINUOUSFASCIA ANGLET/STLSEE PLANL3x3x1/2"TYP 3 SIDES6"SEE PLAN33L3x3x1/4 8" LONG @ BOTHSIDES OF CMU WALL.WELD TO L3x3x1/4 TOFORM SLIP JOINT.L3x3x1/4 WELD TOBOTTOM CHORDOF JOISTS ATPANEL POINTS.JOISTJOISTSEE FRAMING PLANJOIST TOP CHORDMETAL ROOF DECKCMU WALL PARALLEL TO JOISTCMU WALL PERPENDICULAR TO JOISTCMU WALL - SEE PLAN1" MIN.L3x3x1/4 x 6" LONGWELD TO EACH JOISTCUT OPENINGS INMASONRY ASREQUIRED TOALLOW FOR JOISTPASSAGE ANDJOIST MOVEMENT.STEEL JOISTMETAL ROOF OR FLOOR DECKBREAK SHELL FORFLOW OF GROUTHORIZ. REINF SEEMASONRY NOTESOPEN ENDED BLOCK90° HOOKSEE PLANSEE PLANSCHEDULE - TYPSEE MASONRY LAPVERTICAL REINFORCINGSEE MASONRY NOTESHSS 8x3 SEE PLANT/STLB/DECK4 3/4"3" ROOF DECKSEE PLANB/DECK5 3/4"HSS 8x3 SEE PLANSTEEL GUTTERSEE ARCHROOFASSEMBLYSEE ARCHL4x4x1/4 CONTINUOUS -TYP EACH END1/4"1/4"SEE PLANABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:21AMS502FRAMINGDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"TYPICAL BEAM STIFFENER DETAILF4 1 1/2" = 1'-0"TYPICAL COMPOSITE SLAB DETAILD8 3/4" = 1'-0"ROOF FRAME OPENINGB8 3/4" = 1'-0"TYP FLOOR OPENING FRAMED6 1" = 1'-0"ROOF PARAPET SUPPORT DETAILA6 1/4" = 1'-0"COLUMN SCHEDULE1B3 1" = 1'-0"ROOF EDGE DETAILF2 1" = 1'-0"ROOF EDGE DETAIL 4A3 1 1/2" = 1'-0"CMU TOP OF WALL SUPPORT DETAILSB1 1 1/2" = 1'-0"MASONRY BOND BEAM CORNER REINFORCINGA8 3" = 1'-0"CANOPY ROOF EDGE DETAILF8REVISION SCHEDULENAME DATEADD-3 08/16/16
3/4" PLYWOODSUBFLOOR -SEE PLAN1 3/4"x11 1/4" DEEP LVL- SEE FRAMING PLANWIDE FLANGEBEAMSIMPSON STRONG-TIE TYPE BA TOPFLANGE JOIST HANGER. INSTALLPER MFR. REQUIREMENTS - TYP.(2) 2x6 CONTINUOUS NAILER W/ 1/2"ØTHROUGH BOLTS AT 4'-0" O.C. (STAGGERED)T/GYP TOPPINGSEE PLAN1" GYP TOPPINGEXISTING 2x10 FRAMING- SEE PLAN#5 VERT AT 4'-0" O.C.L6x4x5/16" W/ 3/4"Ø HILTIHY-70 ADHESIVE ANCHORSAT 1'-0" O.C. EMBED 6"SILL ANGLE8" BOND BEAMW/(1) #5OPENING ATELEVATOR5/16" BENT PL STOP1/2" SHORT OFEACH END OFOPENINGT/EXISTSUBFLOOR8" MAS WALL3/4" PLYWOOD SUBFLOORL4x4x1/4" (CONT) W/ 1/2"Ø HILTIHY-70 ADHESIVE ANCHORS AT1'-4" O.C. EMBED 4 1/2".GYP TOPPINGSEE PLAN1 3/4"x11 1/4" LVL JOISTCMU16" BONDBEAM W/ (1) #56" LIGHTWEIGHT CMU WALL1/2"Ø HILTI HY-70 ADHESVEANCHOR AT 1'-4" O.C. EMBED 41/2". STAGGER ANCHORS 6"1" GYPSUM TOPPING11 1/4"6"SIMPSON STRONG-TIETYPE MIU FACE MOUNTJOIST HANGER1' - 4"HSS 12x4x1/4"C8x11.5T/STLSEE PLANGRIND FLATANDSMOOTH4 1/4"B/DECKSEE PLAN9"1/4 3-12L4x4x1/4"3" 20 GA STEELROOF DECK (GALV)ROOF ASSEMBLYSEE ARCH6' - 3"FULLY WELDED HSS TUBE FRAMEHOT - DIPPED GALV. AND POWDERCOATED COLOR BY OWNERT/STEELSEE PLANPL 1/2"(GALVANIZED)#2 1/2 CLEVIS WITH7/8"Ø PIN3/4"Ø STAINLESSSTEEL RODPL 1/2" (DESIGN BYCURTAIN WALL MFR)(GALVANIZED)PIN1/4"5"3HSS 5x5 COLUMN5"1/4 3-12L4x4x1/4"CONTINUOUS3" 20 GA STEELROOF DECK (GALV)ROOF ASSEMBLYSEE ARCH8"4"5"7' - 0 3/8"HSSTUBEPINB/DECKSEE PLAN9"HSS12x411 1/8"EXISTING EXTERIOR3 WYTHE BRICKWALL (VIF)PL 3/4"x6"x1'-0 1/2" LONG W/(2)3/4"Ø HILTI HY-70 ADHESIVEANCHORS EMBED 6" BEGIN 11/2" FROM EACH END OF PLATE3/4" HIGH STRENGTHNON-SHRINK GROUTPL 1/2"x3"x1'-0" LONG TYP - EASIDE ORIENT PERPENDICULARTO BRICK WALL5"GROUT SOLID1/2"T/STL ELEV(SEE PLAN)4"1"WIDE FLANGEGIRDERSTEEL ROOF JOIST -SEE PLANL6x6 ANGLE BEYOND BEAM SLOPESW.P. FOR T/STL ELEV1 1/2" 20 GA.GALVANIZED STEELROOF DECK PUDDLEWELD TO JOIST(VIF)1' - 0"EXISTING EXTERIOR3 WYTHE BRICKWALL (VIF)(VIF)1' - 0" ±STEEL ROOF JOIST -SEE PLANL6x6x5/16" CONT. ANGLES BENT TOMATCH ROOF SLOPE. W/ 3/4"Ø HILTI HY-70ADHESIVE ANCHORS AT 2'-0" O.C. EMBED6" -MAY SUBSTITUTE STEEL ANGLE W/5/16" BENT PLATE OF SAME DIMENSIONSMAX1/2"1 1/2" 20 GA.GALVANIZED STEELROOF DECK PUDDLEWELD TO FRAMINGT/STL ELEV(SEE PLAN)ROOF SLOPESSEE PLANEXIST WOOD SUBFLOORL4x4x1/4" (CONT) W/ 3/4" HILTIHY-70 ADHESIVE ANCHORS AT2'-0" O.C. EMBED 4".T/EXIST SECONDFLR ELEVEXIST 2x10 JOISTSCMU1 3/4"x11 1/4" LVL JOISTSIMPSON STRONG-TIE TYPE MIUFACE MOUNT JOIST HANGER6" LIGHTWEIGHT CMU WALL8" BOND BEAM W/ (1) #51/2"Ø HILTI HY-70ADHESVE ANCHOR AT1'-4" O.C. EMBED 4 1/2".STAGGER ANCHORS 6"L6x4x5/16" (LLV)CONTINUOUS W/ 1/2"ØHILTI HY-70 ADHESIVEANCHORS AT 1'-0" O.C.EMBED 4 1/2".16" BONDBEAM W/ (1) #54" REINFORCED SLABON 2" DECK - SEE PLAN3/4" PLYWOOD SUBFLOORL4x4x1/4" (CONT) W/ 1/2"Ø HILTIHY-70 ADHESIVE ANCHORS AT1'-4" O.C. EMBED 4 1/2".EXIST 2x10 WOOD JOIST16" BONDBEAM W/ (1) #56" LIGHTWEIGHT CMU WALL1" GYPSUM TOPPINGT/GYP TOPPINGSEE PLAN1' - 4"T/SLABSEE PLAN1' - 4"CMUT/STEELSEE PLAN1/4" 3-123/16"HSS3X3X1/4" PURLINLOCATED BETWEENSTEEL DECK8"3/16"PL 1/4" x 4" CONTINUOUS.COORD LENGTH ANDATTACHMENT W/ SIGNAGEMFR.SEE PLANSIGNAGE2"Ø STEEL POSTSTANDOFFHSSL4x4x1/4"CONTINUOUS9"T/STLSEE PLANB/DECKHSS12X4 - SEE PLAN1/4" 3-123" 20 GA.STEEL ROOFDECK - GALVROOF ASSEMBLY -SEE ARCH.-L4x4x1/4"CONTINUOUSHSS COLUMN- SEE PLANL4X3X1/4 CONT FOR FULLLENGTH OF COLUMN. CLIPENDSBACKFACE OF ANGLETO BE CENTERED ON8" BLOCK - TYPPROVIDE BONDBREAKERON COL AND ANGLEEQEQEQEQ3/16 2@12COLGROUT CORESSOLID AND PROVIDE(1) #5 VERTICAL FORFULL HEIGHT OFWALL - TYPICALGROUT CORESSOLID AND PROVIDE(1) #5 VERTICAL FORFULL HEIGHT OFWALL - TYPICALABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:23AMS503FRAMINGDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1" = 1'-0"WOOD FRAMING CONNECTION DETAILF9 1" = 1'-0"SLAB EDGE AT DOOR THRESHOLD 3D9 1" = 1'-0"FLOOR EDGE DETAIL 6A9 1" = 1'-0"CANOPY BEAM SECTIONF6 3/4" = 1'-0"CANOPY BRACE DETAILB6 3/4" = 1'-0"BEAM BEARING DETAIL 3A6 3/4" = 1'-0"ROOF DECK EDGE DETAIL 2C6 1" = 1'-0"FLOOR EDGE DETAIL 7B4 1" = 1'-0"FLOOR EDGE DETAIL 8E1 1" = 1'-0"CANOPY SIGNAGE SUPPORTC1 1" = 1'-0"CANOPY FASCIA DETAILB1 1 1/2" = 1'-0"CMU BRACING PLAN DETAILA1REVISION SCHEDULENAME DATE
REINFORCED SLAB ONCOMPOSITE DECKT/SLABSEE PLANL3 1/2"x3 1/2"x3/8"CONTINUOUSPOURSTOP1"SYSTEM - SEE ARCHCURTAIN WALL3 1/2" REINFORCEDSLAB ON DECKT/SLABSEE PLANPOURSTOP3/16"2"C8 CHANNELL4x4x1/4" CONTL6x4x5/16" (LLV) W/ 1/2"ØHILTI HY-70 ADHESIVEANCHORS AT 2'-0" O.C.EMBED 4"REINFORCED SLABON DECKT/ SLABSEE PLANCMU6" REINFCLOSURE PL16" BOND BEAM W/ (1) #5GROUT TOP 2COURSES SOLID#5x1'-6 1/2" LONGDOWELS MATCH VERTREINF. SPACINGWALL6" CMUVERT REINFSEE S0016"1' - 0"WALLEXIST MASONYPROVIDE 1/2"GROUT LEVELINGPADT/SLABSEE PLANREINFORCED SLABON DECKEQEQBEAM#4 BENT DOWELS@ 2'-0" O.C.1'-8"1'-8"WALL6" CMUPLANEOS SEEPOURSTOP8" BOND BEAMW/ (1) #4 CONTEXTEND VERT.REINFORCING INTOTOP OF WALL3"1" CLEAR1/4 4L6x4x1/2" x 8" LONG @ 2'-0"O.C. ALTERNATE EACH SIDEOF CMU WALL SLOT HOLEVERT. FOR BOLT 3/4"Ø x 8"THREADED ROD EMBED 41/4" HAND TIGHTEN NUT.MAR THREADS.ABCDEFGABCDEFG1234567891012345678910WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475DATE:PROJECT:OTHER:DRAWN BY:213 East Seneca Street Ithaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLC10/19/2016 11:41:23AMS504FRAMINGDETAILS28 SEPTEMBER 2016ITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059JEC/RAMRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"SLAB EDGE DETAIL 4E9 1 1/2" = 1'-0"05 FLOOR EDGE DETAIL 2 Copy 1D9 1" = 1'-0"SLAB EDGE AT PLATFORM DETAIL 3C9 1" = 1'-0"MASONRY WALL DETAILA9 1" = 1'-0"SLAB EDGE DETAIL 5E6REVISION SCHEDULENAME DATE
B12CFA2.52.21.5144444466.6.322A2.8.811ASSUMED FROST FOUNDATION OF EXTERIORMASONRY STAIR ABOVE, CONDITION UNKNOWN.REMOVE &RECYCLEFREEZER/COOLER.893' - 4" 4' - 0"2EXISTING SUMP, REFERTO PLUMBING AND FIREPROTECTION DRAWINGSAREAA-18AREAA-17AREAA-16AREAA-15AREAA-13AREAA-14AREAA-12AREAA-10AREAA-19NOTE: HYDROCARBON ODOR WAS DETECTED AT THE SOIL BORING LOCATION B2 DURING THE SUBSURFACEINVESTIGATION BETWEEN 5.5 FEET AND 7 FEET BELOW GRADE. REFER TO SUBSURFACE INVESTIGATIONREPORT INCLUDED IN PROJECT MANUAL. THE DEC WAS NOTIFIED OF THIS CONDITION. IF PETROLEUMCONTAMINATED SOIL IS ENCOUNTERED DURING FOUNDATION EXCAVATION AT ANY AREA, STOP WORK AT THATLOCATION AND CONTACT ARCHITECT. FOR BASE BID PURPOSES, DO NOT INCLUDE CONTAMINATED SOILREMEDIATION..6WOOD FRAMEDPARTITION± 6' - 5 5/8"EDB12CF2.52.21.51010.39± 18' - 0"89AREAA-6AREAA-11AREAA-9AREAA-8AREAA-7A8-177A8-1A8-1IT IS DESIRE THAT ABATEMENT PROCEDURESRETAIN AS MUCH OF EXISTING PLASTER ASPOSSIBLE DURING.A8-17A8-17A8-17A8-17A8-17A8-17M.O.3' - 4".M.O.3' - 4"M.O.3' - 4"514A6A7A6A7A6A7A55' - 0"22AD101D4SALVAGE & STORE ALLEXISTING YELLOW BRICK FORTO BE REMOVED REUSE7A8-1A8-2EXTERIOR WALLS, ENTIRE SECOND FLOORIT IS DESIRE THAT ABATEMENT PROCEDURESRETAIN AS MUCH OF EXISTING PLASTER ASPOSSIBLE DURING.1414CUT OPENING FOR INSTALLATIONOF ATM & NIGHT DEPOSIT BANKEQUIPMENT, SCHEDULE ONSITEMEETING WITH DIEBOLD PRIOR TOCOMPLETING ANY REMOVALS.SHORE EXISTINGSECOND FLOORPRIOR TO BEARINGWALL DEMOLITIONEDREMOVE ALL SURFACE-MOUNTED EQUIPMENT AND RELATED FASTENERSREMOVE ALL THRU-WALL VENTS AND PIPING.REPAIR BRICK TO MATCH EXISTING. REFER ALSO TO MASONRY RESTORATION DRAWINGS.REMOVE EXISTING WINDOW ASSEMBLYAND INFILL MASONRY OPENING TO MATCHEXISTING WALL CONSTRUCTION. TOOTH-IN BRICK AT JAMBS TO MATCH EXISTINGCOURSINGADD-058/18/2016AD101ROOF112REMOVE EXISTING CHIMNEY.REMOVE EXISTING ROOF DRAINAGE SYSTEM IN ITSENTIRETY INCLUDE GUTTER, DOWNSPOUTS,BRACKETS AND ALL FASTENERS. REFER TOEXTERIOR ELEVATION FOR MASONRY RESTORATIONAT LOCATION WHERE FASTENER WERE REMOVED.7A01310.39A3A3± 10' - 4" ± 21' - 11"8SALVAGE & STOREALL EXISTINGYELLOW BRICKFOR TO BEREMOVED REUSEA5A5A4A6A7A6A7A8AREAA-4AREAA-1AREAA-1AREAA-5CLOSET7A8-17A8-17A8-12A6A7AREAA-3AREAA-2...1255.557A8-17A8-1A5A6A7A8-17A5A6A7A6A7A4A6A7A6A7A8-1IT IS DESIRE THAT ABATEMENT PROCEDURESRETAIN AS MUCH OF EXISTING PLASTER ASPOSSIBLE DURING.A8-2EXTERIOR WALLS, ENTIRE SECOND FLOORIT IS DESIRE THAT ABATEMENT PROCEDURESRETAIN AS MUCH OF EXISTING PLASTER ASPOSSIBLE DURING.DEMOLISH EXISTINGROOF STRUCTURE PRIORTO WALL DEMOLITIONREMOVE PORTION OF CONCRETE SLAB ASINDICATED. REFER ALSO TO STRUCTURALDRAWINGS FOR ADDITIONAL INFORMATION.REMOVE PORTION OF WOOD-FRAMED FLOOR SYSTEMAS INDICATED. REFER TO STRUCTURAL DRAWINGSTEMPORARY SHORING AND FRAMING MODIFICATIONS.15REMOVE EXISTING CARPETFLOORING AND STONE TREADSAND RISERS IN THEIR ENTIRETYDOWN TO CONCRETE / BRICK...REMOVE EXISTING STAIRS ANDPLANTERS BACK TO FACE OFBUILDING AND DOWN TO EXISTINGFOUNDATION. REPAIR AND PREPMASONRY FOR SCHEDULED WORK.REMOVE AND RECYCLE EXISTING METALRAILINGS. REPAIR AND RESTORE MASONRYSURFACES AT LOCATIONS OF REMOVALS.REMOVE AND SALVAGEEXISTING INTERIOR DOORTRIM FOR REINSTALLATIONWALLS AND CEILING: REMOVE1/2-INCH OF EXISTING PLASTERFINISH. REPAIR CRACKS ANDPREPARE AND SEAL ENTIRESURFACE FOR FIBER-CEMENTBOARD FINISH.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/18/2016 8:26:25 PMAD101DEMOLITIONPLANS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/8" = 1'-0"A2BASEMENT FLOOR DEMOLITION PLAN0'2'4'8'KEYED DEMOLITION NOTESGENERAL DEMOLITION NOTES# 1/8" = 1'-0"D2FIRST FLOOR DEMOLITION PLAN 1/8" = 1'-0"D6ROOF DEMOLITION PLAN 1/8" = 1'-0"A6SECOND FLOOR DEMOLITION PLAN1 MAINTAIN EXISTING MASONRY INFILL WHERE LOCATED. REMOVE EXISTING WINDOWASSEMBLY/PANEL INFILL. CLEAN, REPAIR AND PREP MASONRY OPENING FOR INFILL.2 REMOVE EXISTING DOOR ASSEMBLY. REPAIR AND PREP MASONRY OPENING FOR INFILL. AT BRICKMASONRY WALLS, TOOTH-IN BRICK AT JAMBS TO MATCH EXISTING ADJACENT BRICK SURFACES.3 REMOVE EXISTING ADDITION IN ITS ENTIRETY. PREP AND REPAIR WEST WALL AT AREAS OF REMOVALFOR WATERPROOFING AND BACKFILLING.4 REMOVE EXISTING MASONRY AREAWAY RETAINING WALL SYSTEM. PREP AND REPAIR FOUNDATIONWALL FOR WATERPROOFING AND BACKFILLING.5 RESTORE MASONRY OPENING FOR SCHEDULED WINDOW ASSEMBLY. SALVAGE AND STORAGE ALLEXISTING HISTORIC BRICK FOR REUSE AND REPAIR OF DAMAGED BRICK. TOOTH-IN BRICK AT JAMBSTO MATCH AND ALIGN WITH EXISTING ADJACENT BRICK SURFACES. REFER TO STRUCTURALDRAWINGS FOR LINTELS.6 CUT OPENING FOR SCHEDULED DOOR ASSEMBLY. WALLS ARE MASONRY UNLESS OTHERWISENOTED. REFER WITH STRUCTURAL DRAWINGS FOR LINTELS.7 REMOVE ALL EXISTING FIRST AND SECOND FLOOR WINDOW GLAZINDG AND ROOFTOP SKYLIGHTGLAZING, TYPICAL THROUGHOUT. ABATEMENT CONTRACTOR TO REMOVE ALL EXISTING WINDOW ANDSKYLIGHT FRAME ASSEMBLIES.8 REMOVE PORTION OF MASONRY WALL TO CREATE MASONRY OPENING. REFER TO STRUCTURALDRAWINGS FOR LINTELS. REPAIR CONCRETE FLOOR AND MASONRY JAMBS OF OPENING FOREXPOSED MASONRY FINISH. AT BRICK AND CONCRETE BLOCK MASONRY WALLS, TOOTH-IN BRICKAND SOLID BLOCK AT JAMBS TO MATCH EXISTING BLOCK.9 REMOVE EXISTING STAIR ASSEMBLY, INCLUDING BULSTRADE AND HANDRAILS. REPAIR AND PREPAREFLOORS AND WALLS FOR SCHEDULED FINISHES. REFER TO STRUCTURAL DRAWINGS FOR INFILL OFFLOOR OPENINGS AT FIRST AND SECOND FLOORS.10 REMOVE ALL EXTERIOR METAL/CONCRETE STAIR ASSEMBLIES, INCLUDING GUARDRAILS ANDHANDRAILS. REPAIR EXTERIOR SURFACE OF MASONRY WALLS TO MATCH AND ALIGN WITH EXISTINGADJACENT SURFACES. REFER ALSO TO EXTERIOR ELEVATIONS FOR MASONRY RESTORATION NOTES.11 RESTORE AND ENLARGEN MASONRY OPENING TO THE NORTH FOR SCHEDULED WINDOW ASSEMBLY.TOOTH-IN BRICK AT JAMBS AS REQUIRED TO MATCH AND ALIGN WITH EXISTING ADJACENT BRICKSURFACES. REFER TO STRUCTURAL DRAWINGS FOR LINTELS.12 REMOVE EXISTING ROOFTOP-MOUNTED EQUIPMENT AND PIPING DOWN TO 6-INCHES ABOVE EXISTINGROOFING/ROOF FLASHING.13 REMOVE EXISTING ROOF STRUCTURE IN ITS ENTIRETY. REFER TO STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.14 CUT MASONRY OPENING FOR SCHEDULED WINDOW ASSEMBLY. SALVAGE AND STORE HISTORICBRICK FOR REUSE. TOOTH-IN BRICK AT JAMBS AS REQUIRED TO MATCH AND ALIGN WITH EXISTINGADJACENT BRICK SURFACES. REFER TO STRUCTURAL DRAWINGS FOR LINTELS.15 EXISTING DOOR FRAME TO REMAIN. REMOVE EXISTING DOORS AND RELATED HARDWARE ANDREPAIR AND PREP DOOR FRAME FOR SCHEDULED DOORS AND HARDWARE. REMOVE NON-HISTORICPORTIONS OF EXTERIOR WOOD CASINGS.1 108 AND 108 1/2 NORTH MEADOW STREET: REMOVAL OF EXISTING BUILDINGS, INCLUDINGASSOCIATED EXTERIOR PORCHES, DECKS, FENCES, SHEDS IS BY OTHERS, N.I.C.. REFER TOLANDSCAPE DRAWING L101 - DEMO PLAN FOR LOCATIONS.2 COORDINATE ALL REMOVALS WITH ABATEMENT WORK. REFER TO ASBESTOS PRE-DEMOLITIONSURVEY INCLUDED IN PROJECT MANUAL.3 REFER TO MASONRY RESTORATION DRAWINGS FOR EXTERIOR FACADE REMOVALS AND MASONRYRESTORATION WORK SCOPES.4 REFER TO DEMOLTION LEGEND FOR AREAS OF FLOOR REMOVALS.5 COORDINATE EXTENT OF STRUCTURAL DEMOLITION WITH STRUCTURAL DRAWINGS.6 COORDINATE REMOVAL OF EXISTING MECHANCIAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIONSYSTEMS, FIXTURES AND EQUIPMENT WITH MECHANCIAL, ELECTRICAL, PLUMBING AND FIREPROTECTION DRAWINGS.7 PROTECT ALL EXISTING FINISH SURFACES TO REMAIN. PATCH EXISTING CONSTRUCTION TO MATCHADJACENT FINISHES IN THE CASE OF REMOVALS AS REQUIRED BY THE WORK (IE PIPEPENETRATIONS, REMOVAL OF WALL AND BASE CABINETS, RECEPTACLES,ETC.). CONTRACTOR ISRESPONSIBLE FOR ALL DAMAGE RESULTING FROM THE WORK.8 REMOVE ALL CABINETS, SHELVING, MILLWORK AND EQUIPMENT.9 REMOVE ALL CEILINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO; CEILING GRID AND TRIM,GYPSUM SOFFITS, GYPSUM SOFFIT AND CEILING FRAMING, INCLUDING INSULATION. GYPSUM BOARDCEILINGS ARE TYPICAL, UNLESS OTHERWISE NOTED10 REMOVE INTERIOR PARTITIONS AND THEIR ASSOCIATED DOORS, FRAMES AND WINDOW SYSTEMS INTHEIR ENTIRETY AS INDICATED. PATCH ALL REMAINING EXPOSED SURFACES TO MATCH ADJACENTSURFACES / FINISHES.11 REMOVE ALL FLOORING, INCLUDING BUILT-UP SUBFLOORING DOWN TO WOOD FRAMING, TYPICALTHROUGHOUT, UNLESS OTHERWISE NOTED.12 ALL GLASS TO BE RECYCLED.13 ALL METAL TO BE RECYCLED INCLUDING, BUT NOT LIMITED TO; FRAMING, PIPE AND CEILING GRID.REVISION SCHEDULENAME DATEADD-02 08/16/2016ADD-05 8/18/2016A0 HM-07, HM-08, HM-09, HM-11 - ROOFING, VAPOR BARRIER, ROOFING CEMENT (ROOF 1): REMOVAL OFROOF-MOUNTED ANCHORS, PIPING, FLASHING, INCLUDING BUILT-UP ROOFING SYSTEM(S) DOWN TOROOF DECK AND MASONRY PARAPET WALLS IS BY ABATEMENT CONTRACTOR.A1 AND 108 1/2 NORTH NORTH MEADOW STREET: REFER TO ASBESTOS PRE-DEMOLITION SURVEY INPROJECT MANAUAL. G.C. TO COORDINATE EXTENT OF REMOVALS WITH ABATEMENT CONTRACTOR.A2 HM-62 - FLUE PATCH (AREA 15): REMOVAL OF LAST 12-INCHES OF DUCTWORK AND FLUE PATCH ATCONNECTION TO EXISTING CHIMNEY PENETRATION IS BY ABATEMENT CONTRACTOR.A3 HM-37&37A - TILE AND MASTIC: REMOVAL OF TILE FLOORING AND FIRST LAYER OF SUBFLOOR IS BYABATEMENT CONTRACTOR.A4 HM-26 - TEXTURED CEILING PAINT (AREA 1 AS INDICATED AND AREA 2): REMOVAL OF FINISHEDCEILING BOARD IS BY ABATEMENT CONTRACTOR.A5 HM-27 - PLASTER SKIM COAT AT CEILINGS (AREAS 1, 2, 3, 7): REMOVAL OF FINISHED CEILING BOARD ISBY ABATEMENT CONTRACTOR.A6 HM-27 - PLASTER SKIM COAT AT WALLS: REMOVAL OF ALL WALL-MOUNTED, FIXTURES, WALL BASE,MOLDINGS, WINDOW STOOLS, CABINETS, SHELVING IS BY ABATEMENT CONTRACTOR.A7 HM-27 - PLASTER SKIM COAT AT INTERIOR WALLS: REMOVAL OF FINISHED WALL BOARD / PLASTER ISBY ABATEMENT CONTRACTOR.A8 HM-27 - PLASTER SKIM COAT AT EXTERIOR WALL: ABATEMENT CONTRACTOR TO ABATE PLASTERSKIM COAT AS FOLLOWS:ASBESTOS REMOVAL COORDINATION NOTESA#- 1AT WINDOW OPENINGS ABATE PLASTER SKIM COAT IN ITS ENTIRETY IN THE 6-INCH AREASURROUNDING THE WINDOW OPENING (HEAD, JAMBS AND SILL), INCLUDING SKIM COAT LOCATEDWITHIN THE WINDOW OPENING AT THE HEAD, JAMBS AND SILL, TYPICAL ALL WINDOWS - EXISTINGAND PROPOSED.- 2AT FLOOR AND ROOF STRUCTURE, ABATE AREA 12-INCHES ABOVE FINISHED FLOOR LEVEL AND12-INCHES BELOW SUPPORTING FLOOR/ROOF STRUCTURE, ENTIRE PERIMETER OF EXTERIORWALLS, TYPICAL WHERE PLASTER SKIM COAT EXISTS. 1/4" = 1'-0"D4SOUTH ENTRANCE DEMOLITIONI PLANDEMOLITION LEGENDADD-0208/16/2016AD101
..1.AREAWAY RETAINING WALL SYSTEM TO BE REMOVED, REFER TO DEMOLITION PLANS.PREP AND REPAIR FOUNDATION WALL FOR WATERPROOFING AND BACKFILLING.11TYP8"..6 COURSESINCLUDINGBELT COURSE6 COURSESINCLUDINGFRIEZE4 COURSES BELOWBOTTOM OF SILL3 COURSESABOVEHEADER.4 COURSES BELOWBOTTOM OF SILL.6 COURSES ABOVEWATER TABLE11AREAWAY RETAINING WALL SYSTEM TO BEREMOVED, REFER TO DEMOLITION PLANS.PREP AND REPAIR FOUNDATION WALL FORWATERPROOFING AND BACKFILLING.4 COURSES BELOWBOTTOM OF SILL....TYP8"3 COURSES ABOVEHEADER, TYPICAL.4 COURSESBELOW SILL.ADDITION TO BEREMOVED. REFER TODEMOLITION PLANSREFER TO D4/AD101FOR REMOVALS ATSOUTH ENTRANCE..4 COURSESINCLUDINGBELT COURSE4 COURSESINCLUDINGFRIEZEREPOINT 100 PERCENT OF VERTICAL ANDHORIZONTAL BRICK JOINTSSALVAGE AND STORE EXISTINGSALVAGED HISTORIC BRICK ANDSTONE WATER TABLE FOR REUSE.INFILL MASONRY OPENING TO MATCH ANDALIGN WITH EXISTING ADJACENT BRICK.TOOTH BRICK AT JAMBS TO MATCHEXISTING ADJACENT COURSING PATTERNSTONE WATER TABLE: REPORT 100% OF ALLVERTICAL JOINTS AND THE ENTIRE LENGTH OFTHE HORIZONTAL JOINT BETWEEN STONE ANDBRICK AND STONE AND CONCRETE FOUNDATION,TYPICAL. ALL VERTICAL JOINT TO HAVE BEADEDPROFILE. REFER TO PHOTO AD201.1INFILL MASONRY OPENING WITH CMU TOALIGN WITH EXTERIOR FACE OF EXISTINGCONCRETE FOUNDATION WALL.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/18/2016 7:57:15 PMAD201-ADD-05EXTERIORELEVATIONS -DEMOLITIONAND MASONRYRESTORATION06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 3/16" = 1'-0"E2EAST ELEVATION - DEMOLITION AND MASONRY RESTORATION 3/16" = 1'-0"A2SOUTH ELEVATION - DEMOLITION AND MASONRY RESTORATIONKEYED MASONRY RESTORATION NOTESMASONRY RESTORATION LEGENDGENERAL MASONRY DEMOLITION NOTES#1 INFILL MASONRY OPENING WITH 6-INCH NOMIMAL CMU FLUSH WITH EXTERIOR FACE OF FOUNDATIONWALL. REFER TO A101 FOR ADDITIONAL INFORMATION.2 PARAPET MASONRY COPING: REPAIR ALL HOLES AND CRACKS, TYPICAL3 RESTORE STONE WATER TABLE TO MATCH AND ALIGN WITH EXISTING ADJACENT WATER TABLE.4 INFILL MASONRY OPENING TO MATCH AND ALIGN WITH EXISTING ADJACENT BRICK SURFACE(S).TOOTH BRICK AT JAMBS TO MATCH EXISTING COURSING PATTERN.5 REMOVE NON-HISTORIC BRICK MASONRY INFILL AND INFILL WITH SALVAGED HISTORIC BRICK ASINDICATED.6 RESTORE MASONRY WINDOW OPENING, INCLUDING BRICK HEADER AND SILL FOR SCHEDULEDWINDOW ASSEMBLY.7 INFILL MASONRY FOUNDATION WALL TO MATCH AND ALIGN WITH EXISTING ADJACENT SURFACES.8 CUT MASONRY OPENING FOR SCHEDULED WINDOW. SALVAGE AND STORE ALL EXISTING HISTORICBRICK FOR REUSE AND REPAIR OF DAMAGED BRICK. TOOTH-IN BRICK AT JAMBS TO MATCH ANDALIGN WITH EXISTING ADJACENT BRICK SURFACES. REFER TO STRUCTURAL DRAWINGS FORLINTELS.9 RESTORE AND ENLARGEN MASONRY OPENING TO THE NORTH FOR SCHEDULED WINDOW ASSEMBLY.TOOTH-IN BRICK AT JAMBS AS REQUIRED TO MATCH AND ALIGN WITH EXISTING ADJACENT BRICKSURFACES. REFER TO STRUCTURAL DRAWINGS FOR LINTELS.10 CUT OPENING FOR SCHEDULED DOOR ASSEMBLY/ MASONRY OPENING. SALVAGE AND STORE ALLEXISTING HISTORIC BRICK AND STONE WATERTABLE FOR REUSE AND REPAIR OF DAMAGED BRICKAND RESTORATION STONE WATER TABLE. TOOTH-IN BRICK AT JAMBS TO MATCH AND ALIGN WITHEXISTING ADJACENT BRICK SURFACES. REFER TO STRUCTURAL DRAWINGS FOR LINTELS.11 REMOVE EXISTING DOOR ASSEMBLY. REPAIR AND PREP MASONRY OPENING FOR INFILL. AT BRICKMASONRY WALLS, TOOTH-IN BRICK AT JAMBS TO MATCH EXISTING ADJACENT BRICK SURFACES.12 BRICK REPAIR: REPLACE DAMAGED / BROKEN / MISSING BRICK.13 CRACK REPAIR: REPAIR VERTICAL CRACKS IN STONE WATER TABLE.GENERAL MASONRY RESTORATION NOTES1 REFER TO PHOTOS FOR ADDITIONAL INFORMATION AND EXISTING CONDITION CONTEXT ANDREPRESENTATIVE CONDITIONS.2 STONE WATERTABLE: REPORT 100% OF ALL VERTICAL JOINTS AND THE ENTIRE LENGTH OF THEHORIZONTAL JOINT BETWEEN STONE AND BRICK AND STONE AND CONCRETE FOUNDATION, TYPICAL3 BRICK WINDOW SILLS AND HEADERS: REPOINT 100 PERCENT OF ALL VERTICAL JOINTS, AND THEENTIRE LENGTH OF THE HORIZONTAL/ARCHED JOINT DIRECTLY ABOVE AND BELOW SILL/HEADER,TYPICAL.4 BRICK FRIEZE / BELT COURSE: REPOINT 100 PERCENT OF ALL HORIZONTAL AND VERTICAL JOINTS,INCLUDING FIRST BRICK COURSE LOCATED DIRECTLY ABOVE AND BELOW FRIEZE / BELT COURSE,TYPICAL.5 BRICK JOINTS: REPOINT 30 PERCENT OF ALL HORIZONTAL AND VERTICAL JOINTS, TYPICAL EACHFACADE, UNLESS OTHERWISE NOTED, (U.O.N.).6 REPAIR BRICK SURFACES AND MORTAR JOINTS AT LOCATIONS OF FASTENER REMOVALS TO MATCHAND ALIGN WITH EXISTING ADJACENT BRICK SURFACES / MORTAR JOINTS.7 PARAPET MASONRY COPING: REPOINT THE ENTIRE LENGTH OF THE HORIZONTAL JOINT BETWEENBOTTOM OF COPING AND BRICK, TYPICAL.8 AFTER COMPLETION OF BRICK/STONE REPAIRS, REPLACEMENT AND REPOINTING WORK, CLEAN 100PERCENT OF ALL EXPOSED MASONRY SURFACES, TYPICAL ALL FACADES.1 REMOVE ALL SURFACE-MOUNTED MISCELLANEOUS FASTENERS, SUPPORTS, FRAMIING,WIRES,CONDUITS, SIGNAGE, ETC. REPAIR BRICK AND STONE. REFER TO PHOTOS FOR ADDITIONALINFORMATION AND REPRESENTATIVE CONDITIONS.2 REMOVE ALL LIGHT FIXTURES AND ELECTRICAL CONDUIT/PIPE, INCLUDING ALL ASSOCIATEDSUPPORTS AND FASTENERS. REPAIR BRICK AND STONE. REFER TO PHOTOS FOR ADDITIONALINFORMATION. COORDINATE REMOVALS WITH ELECTRICAL DRAWINGS.3 REMOVE ALL PAINT, ADHESIVES AND MASTICS FROM ALL BRICK / STONE SURFACES, TYPICAL.4 REMOVE ALL MECHANICAL EQUIPMENT, INCLUDING ASSOCATED SUPPORT FRAMING, CONDIUT, PIPEAND FASTENERS AND REPAIR BRICK, STONE AND CONCRETE SURFACES TO MATCH EXISTING.5 REMOVE ALL ROOF DRAINAGE SYSTEM COMPONENTS, INCLUDING GUTTERS, DOWNSPOUTS,SUPPORTS AND FASTENERS IN THEIR ENTIRETY AND REPAIR BRICK / STONE SURFACES TO MATCHEXISTING.6 CLEAN AND REMOVE ALL STAINS FROM BRICK / STONE SURFACES, TYPICAL.7 INFILL ALL HOLES IN STONE, BRICK AND MORTAR TO MATCH AND ALIGN WITH EXISTING STONE, BRICKAND/OR MORTAR SURFACE.2PHOTO AD201.1PHOTO AD201.1PHOTO AD201.2PHOTO AD201.3PHOTO AD201.4 - EXISTING EAST FACADEEXISTING ELECTRICALLIGHTING, CONDUIT,FASTENERS TO BE REMOVED.EXISTING SIGNAGETO BE REMOVED.PHOTO AD201.3PHOTO AD201.3EXAMPLE OF FASTENERS TO BE REMOVED.EXAMPLE OF FASTENERSTO BE REMOVED.HOLE REPAIR: EXAMPLE OF HOLE IN BRICK/MORTAR TO BE PREPARED AND INFILLED TOMATCH AND ALIGN WITH EXISTING ADJACENTBRICK SURFACE AND/OR MORTAR JOINT..REPOINT BRICK FRIEZE /BELT COURSE PERGENERAL MASONRYRESTORATION NOTE 3.EXAMPLE OF MORTAR/BRICKHOLE REPAIR: DRILL BACKMASONRY ANCHOR SLEEVEAND INFILL HOLES TO MATCHEXISTING ADJACENT MORTAR.REMOVE PAINT PER GENERALDEMOLITION NOTE 3.REMOVE PAINT PER GENERALDEMOLITION NOTE 3.HOLE REPAIR: EXAMPLE OF HOLE INBRICK /MORTAR TO BE PREPAREDAND INFILLED TO MATCH AND ALIGNWITH EXISTING ADJACENT BRICKSURFACE AND/OR MORTAR JOINT.REVISION SCHEDULENAME DATEHOLE REPAIR: EXAMPLE OF HOLE IN BRICK/MORTAR TO BE PREPARED AND INFILLED TOMATCH AND ALIGN WITH EXISTING ADJACENTBRICK SURFACE AND/OR MORTAR JOINT.
10104.12 COURSES.12 COURSES.ADDITION TO BE REMOVED.REFER TO DEMOLITION PLANS1010CHIMNEY TO BEREMOVED, REFER TODEMOLITION PLANSREMOVE EXISTING WINDOW ASSEMBLY, INCLUDINGBRICK SILL. INFILL MASONRY OPENING TO MATCH ANDALIGN WITH EXISTING ADJACENT BRICK SURFACES.TOOTH BRICK IN AT JAMBS TO MATCH EXISTING BRICKCOURSING PATTERN.5APPROXIMATE LOCATIONOF EXTERIOR FACE OFADDITION WEST WALLMASONRY CLEANING 100 PERCENT13' - 0"8' - 0"MASONRY CLEANING 100 PERCENT3' - 6" 6' - 6"CLEAN AND SKIM-COAT CONCRETE FOUNDATIONWALL TO BE EXPOSED WITHIN STAIR 1.SKIM COAT: ARDEX TWP TILT WALL PATCH ANDFINISHING FOR VERTICAL CONCRETE WALLS ORAPPROVED EQUAL.13.13TYP8"1666643777CUT MASONRY OPENINGS TOACCOMMODATEINSTALLATION OF ATM ANDNIGHT DEPOSIT9888114PHOTOAD202.3AREAWAY RETAININGWALL SYSTEM TO BEREMOVED, REFER TODEMOLITION PLANS.PREP AND REPAIRFOUNDATION WALL FORWATERPROOFING ANDBACKFILLING..ADDITION TO BE REMOVED, REFER TO DEMOLITION PLANS. PREP ANDREPAIR FOUNDATION WALL FOR WATERPROOFING AND BACKFILLING.REPOINT 100 PERCENT OF VERTICAL ANDHORIZONTAL BRICK JOINTSSALVAGE AND STORE EXISTINGSALVAGED HISTORIC BRICK ANDSTONE WATER TABLE FOR REUSE.INFILL MASONRY OPENING TO MATCH ANDALIGN WITH EXISTING ADJACENT BRICK.TOOTH BRICK AT JAMBS TO MATCHEXISTING ADJACENT COURSING PATTERNSTONE WATER TABLE: REPORT 100% OF ALLVERTICAL JOINTS AND THE ENTIRE LENGTH OFTHE HORIZONTAL JOINT BETWEEN STONE ANDBRICK AND STONE AND CONCRETE FOUNDATION,TYPICAL. ALL VERTICAL JOINT TO HAVE BEADEDPROFILE. REFER TO PHOTO AD201.1INFILL MASONRY OPENING WITH CMU TOALIGN WITH EXTERIOR FACE OF EXISTINGCONCRETE FOUNDATION WALL.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/18/2016 7:57:28 PMAD202-ADD-05EXTERIORELEVATION -DEMOLITIONAND MASONRYRESTORATION06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 3/16" = 1'-0"A2NORTH ELEVATION - MASONRY RESTORATION 3/16" = 1'-0"D2WEST ELEVATION - MASONRY RESTORATIONMASONRY RESTORATION LEGENDGENERAL MASONRY RESTORATION NOTES1 REFER TO PHOTOS FOR ADDITIONAL INFORMATION AND EXISTING CONDITION CONTEXT ANDREPRESENTATIVE CONDITIONS.2 STONE WATERTABLE: REPORT 100% OF ALL VERTICAL JOINTS AND THE ENTIRE LENGTH OF THEHORIZONTAL JOINT BETWEEN STONE AND BRICK AND STONE AND CONCRETE FOUNDATION, TYPICAL3 BRICK WINDOW SILLS AND HEADERS: REPOINT 100 PERCENT OF ALL VERTICAL JOINTS, AND THEENTIRE LENGTH OF THE HORIZONTAL/ARCHED JOINT DIRECTLY ABOVE AND BELOW SILL/HEADER,TYPICAL.4 BRICK FRIEZE / BELT COURSE: REPOINT 100 PERCENT OF ALL HORIZONTAL AND VERTICAL JOINTS,INCLUDING FIRST BRICK COURSE LOCATED DIRECTLY ABOVE AND BELOW FRIEZE / BELT COURSE,TYPICAL.5 BRICK JOINTS: REPOINT 30 PERCENT OF ALL HORIZONTAL AND VERTICAL JOINTS, TYPICAL EACHFACADE, UNLESS OTHERWISE NOTED, (U.O.N.).6 REPAIR BRICK SURFACES AND MORTAR JOINTS AT LOCATIONS OF FASTENER REMOVALS TO MATCHAND ALIGN WITH EXISTING ADJACENT BRICK SURFACES / MORTAR JOINTS.7 PARAPET MASONRY COPING: REPOINT THE ENTIRE LENGTH OF THE HORIZONTAL JOINT BETWEENBOTTOM OF COPING AND BRICK, TYPICAL.8 AFTER COMPLETION OF BRICK/STONE REPAIRS, REPLACEMENT AND REPOINTING WORK, CLEAN 100PERCENT OF ALL EXPOSED MASONRY SURFACES, TYPICAL ALL FACADES.1 INFILL MASONRY OPENING WITH 6-INCH NOMIMAL CMU FLUSH WITH EXTERIOR FACE OF FOUNDATIONWALL. REFER TO A101 FOR ADDITIONAL INFORMATION.2 PARAPET MASONRY COPING: REPAIR ALL HOLES AND CRACKS, TYPICAL3 RESTORE STONE WATER TABLE TO MATCH AND ALIGN WITH EXISTING ADJACENT WATER TABLE.4 INFILL MASONRY OPENING TO MATCH AND ALIGN WITH EXISTING ADJACENT BRICK SURFACE(S).TOOTH BRICK AT JAMBS TO MATCH EXISTING COURSING PATTERN.5 REMOVE NON-HISTORIC BRICK MASONRY INFILL AND INFILL WITH SALVAGED HISTORIC BRICK ASINDICATED.6 RESTORE MASONRY WINDOW OPENING, INCLUDING BRICK HEADER AND SILL FOR SCHEDULEDWINDOW ASSEMBLY.7 INFILL MASONRY FOUNDATION WALL TO MATCH AND ALIGN WITH EXISTING ADJACENT SURFACES.8 CUT MASONRY OPENING FOR SCHEDULED WINDOW. SALVAGE AND STORE ALL EXISTING HISTORICBRICK FOR REUSE AND REPAIR OF DAMAGED BRICK. TOOTH-IN BRICK AT JAMBS TO MATCH ANDALIGN WITH EXISTING ADJACENT BRICK SURFACES. REFER TO STRUCTURAL DRAWINGS FORLINTELS.9 RESTORE AND ENLARGEN MASONRY OPENING TO THE NORTH FOR SCHEDULED WINDOW ASSEMBLY.TOOTH-IN BRICK AT JAMBS AS REQUIRED TO MATCH AND ALIGN WITH EXISTING ADJACENT BRICKSURFACES. REFER TO STRUCTURAL DRAWINGS FOR LINTELS.10 CUT OPENING FOR SCHEDULED DOOR ASSEMBLY/ MASONRY OPENING. SALVAGE AND STORE ALLEXISTING HISTORIC BRICK AND STONE WATERTABLE FOR REUSE AND REPAIR OF DAMAGED BRICKAND RESTORATION STONE WATER TABLE. TOOTH-IN BRICK AT JAMBS TO MATCH AND ALIGN WITHEXISTING ADJACENT BRICK SURFACES. REFER TO STRUCTURAL DRAWINGS FOR LINTELS.11 REMOVE EXISTING DOOR ASSEMBLY. REPAIR AND PREP MASONRY OPENING FOR INFILL. AT BRICKMASONRY WALLS, TOOTH-IN BRICK AT JAMBS TO MATCH EXISTING ADJACENT BRICK SURFACES.12 BRICK REPAIR: REPLACE DAMAGED / BROKEN / MISSING BRICK.13 CRACK REPAIR: REPAIR VERTICAL CRACKS IN STONE WATER TABLE.1 REMOVE ALL SURFACE-MOUNTED MISCELLANEOUS FASTENERS, SUPPORTS, FRAMIING,WIRES,CONDUITS, SIGNAGE, ETC. REPAIR BRICK AND STONE. REFER TO PHOTOS FOR ADDITIONALINFORMATION AND REPRESENTATIVE CONDITIONS.2 REMOVE ALL LIGHT FIXTURES AND ELECTRICAL CONDUIT/PIPE, INCLUDING ALL ASSOCIATEDSUPPORTS AND FASTENERS. REPAIR BRICK AND STONE. REFER TO PHOTOS FOR ADDITIONALINFORMATION. COORDINATE REMOVALS WITH ELECTRICAL DRAWINGS.3 REMOVE ALL PAINT, ADHESIVES AND MASTICS FROM ALL BRICK / STONE SURFACES, TYPICAL.4 REMOVE ALL MECHANICAL EQUIPMENT, INCLUDING ASSOCATED SUPPORT FRAMING, CONDIUT, PIPEAND FASTENERS AND REPAIR BRICK, STONE AND CONCRETE SURFACES TO MATCH EXISTING.5 REMOVE ALL ROOF DRAINAGE SYSTEM COMPONENTS, INCLUDING GUTTERS, DOWNSPOUTS,SUPPORTS AND FASTENERS IN THEIR ENTIRETY AND REPAIR BRICK / STONE SURFACES TO MATCHEXISTING.6 CLEAN AND REMOVE ALL STAINS FROM BRICK / STONE SURFACES, TYPICAL.7 INFILL ALL HOLES IN STONE, BRICK AND MORTAR TO MATCH AND ALIGN WITH EXISTING STONE, BRICKAND/OR MORTAR SURFACE.GENERAL MASONRY DEMOLITION NOTES5REVISION SCHEDULENAME DATEPHOTO AD202.2- EXISTING WEST ELEVATIONPHOTO AD202.4 -EXISTING WESTELEVATIONPHOTO AD202.5 -EXISTING NORTHELEVATIONROOF DRAINAGESYSTEM GUTTERAND DOWNSPOUTTO BE REMOVEDMECHANICAL/ELECTRICALEQUIPMENT TOBE REMOVEDEXAMPLES OF MECHANICAL/ELECTRICAL CONDUIT/EQUIPMENT / FIXTURES TO BEREMOVED. REPAIR BRICK /MORTAR TO MATCH EXISTING4121212SALVAGE CHIMNEYBRICK FOR REUSEPAINT TO BE REMOVEDEXAMPLE OF FASTENERS TOBE REMOVED / HOLES TO BEPREPPED AND INFILLED4PAINT TO BEREMOVEDSIGNAGE TOBE REMOVEDMECHANICAL / ELECTRICALEQUIPMENT TO BE REMOVED4122ADDITION ANDEXTERIOR METAL STAIRTO BE REMOVED, REFERTO DEMOLITION PLANSFASTENERS TO BEREMOVED / HOLESTO BE PREPPEDAND INFILLEDPHOTO AD202.3 -EXISTING WESTELEVATIONPHOTO AD202.3PHOTO AD202.1 - EXISTING STONE WATERTABLE BEADED MORTAR JOINTKEYED MASONRY RESTORATION NOTES#
FWS-1FWS-2FWS-3FWS 1EWS-1BEWS-1CFWS-2FWS-2FWS 1FWS 3FWS-2FS 1FS 2FS 2FWS 1TOP OF FOUNDATION WALLFWS-3EWS-1BTOP OF SHELF97' - 0"3"1"REFER TO STRUCTURAL DRAWINGSCAST-IN-PLACE CONCRETEMODIFIED BITUMINOUSSHEET WATERPROOFINGPOLYSTYRENE BOARDINSULATIONTOTAL R VALUE = R18R18.00MOLDED SHEETDRAINAGE PANEL4"3"1"3 5/8"3"1"DRAWINGSREFER TOSTRUCTURALCAST-IN-PLACE CONCRETEMODIFIED BITUMINOUSSHEET WATERPROOFINGPOLYSTYRENE BOARDINSULATIONCONCRETE MASONRY UNITMASONRY VENEER TIESMOLDED SHEETDRAINAGE PANELTOTAL R VALUE = R18R18.00POLYSTYRENE BOARDINSULATIONGROUT SOLID7 5/8"4"DRAWINGSREFER TO STRUCTURAL3"1"3 5/8"3"1"GROUT SOLIDWRAP WATERPROOFINGTO CONCRETE LEDGEMODIFIED BITUMINOUSSHEET WATERPROOFINGPOLYSTYRENE BOARDINSULATIONCONCRETE MASONRY UNITMASONRY VENEER TIESMOLDED SHEETDRAINAGE PANELTOTAL R VALUE = R18R18.00MODIFIED BITUMINOUSSHEET WATERPROOFINGPOLYSTYRENE BOARDINSULATION7 5/8"4"EXTERIORINTERIORCOLD FORMMETAL RUNNERFASTENER, REFER TOSTRUCTURAL DRAWINGSSOLID GROUTISOLATION JOINT5 1/2"GLAZED ALUMINUMCURTAIN WALLCONCRETE SLAB ANDGRADE BEAM, REFER TOSTRUCTURAL DRAWINGSSCHEDULEDFLOORINGCONCRETE SIDEWALK,REFER TO LANDSCAPEDRAWINGSGROUT SOLIDWRAP WATERPROOFINGTO CONCRETE LEDGE3"1"3 5/8"DRAWINGSREFER TOSTRUCTURALCAST-IN-PLACE CONCRETEMODIFIED BITUMINOUSSHEET WATERPROOFINGPOLYSTYRENE BOARDINSULATIONCONCRETE MASONRY UNITMASONRY VENEER TIESMOLDED SHEETDRAINAGE PANELTOTAL R VALUE = R18R18.007 5/8"4"POLYSTYRENE BOARDINSULATIONMODIFIED BITUMINOUSSHEET WATERPROOFINGGROUT SOLID3"1"3 5/8"3"1"MODIFIED BITUMINOUSSHEET WATERPROOFINGPOLYSTYRENE BOARDINSULATIONCONCRETE MASONRY UNITMASONRY VENEER TIESMOLDED SHEETDRAINAGE PANELTOTAL R VALUE = R18R18.00DRAWINGSREFER TOSTRUCTURALPOLYSTYRENE BOARDINSULATION7 5/8"4"3NORTH ENTRANCEFLOOR98' - 11 1/2"5 1/2"ISOLATION JOINTGLAZED ALUMINUMCURTAIN WALL ANDENTRANCE DOORTHRESHOLDCONCRETE SLAB ANDGRADE BEAM, REFER TOSTRUCTURAL DRAWINGSSCHEDULEDFLOORING1/2"CONCRETE SIDEWALK,REFER TO LANDSCAPEDRAWINGSCONCRETE SLAB, REFERTO STRUCTURAL DRAWINGSREFER TO FINISH PLANSFOR SCHEDULED FLOORINGVAPOR RETARDERSTRUCTURAL FILL, REFERTO STRUCTURAL DRAWINGS3/4" T&G FLOORSHEATHINGEXISTING 2X6WOOD FRAMING1' - 0"5 1/2"3/4"1"REFER TO FINISH PLANSFOR SCHEDULED FLOORFINISHGYPSUM FLOOR UNDERLAYMENTNOTE: THICKNESS VARIESBASED ON UNEVENESS OF FLOORSTRUCTURE. PROVIDE 1" MIN. ATHIGHEST LEVEL OF FLOOR.EXISTINGWOOD BEAM3/4" T&G FLOOR SHEATHING2X12 WOOD JOIST11 1/4"3/4"1"REFER TO FINISH PLANSFOR FLOOR FINISHGYPSUM FLOOR UNDERLAYMENTNOTE: THICKNESS VARIESBASED ON UNEVENESS OF FLOORSTRUCTURE. PROVIDE 1" MIN. ATHIGHEST LEVEL OF FLOOR.CAST STONEWATER TABLEEMBEDDED FLASHINGEXPANSION JOINTWEEP 24" O.C.CONCRETE SIDEWALK,REFER TO LANDSCAPEDRAWINGSVARIES REFERTO LANDSCAPEDRAWINGS.9 1/4"1"MASONRY VENEER TIE2' - 0"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:03:15 PMA001BUILDINGSYSTEMS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059EM, CRBRENOVATIONS & ADDITIONS TOREVISION SCHEDULENAME DATE 1 1/2" = 1'-0"E1FWS 1 - FOUNDATION WALL SYSTEM 1 1 1/2" = 1'-0"E3FWS 2 - FOUNDATION WALL SYSTEM 2 1 1/2" = 1'-0"E9FOUNDATION TRANSITION DETAIL 1 1/2" = 1'-0"A7DETAIL CONNECTION @ EWS -1B / TO EWS-1C 1 1/2" = 1'-0"C4SLAB DETAIL AT CURTAIN WALL 1 1/2" = 1'-0"E7FOUNDATION TRANSITION DETAIL 1 1/2" = 1'-0"E5FWS 3 - FOUNDATION WALL SYSTEM 3 1 1/2" = 1'-0"A4SECTION AT CURTAIN WALL THRESHOLD 1 1/2" = 1'-0"A2FLOOR SYSTEM 3 (FS-3) 1 1/2" = 1'-0"C2FLOOR SYSTEM 1 (FS-1) 1 1/2" = 1'-0"B2FLOOR SYSTEM 2 (FS-2) 1 1/2" = 1'-0"B7FOUNDATION TRANSITION DETAIL AT CAST STONE WATER TABLE
EWS-3EWS-2AEWS-1AEWS-1BEWS-1CEWS-2BEWS-2CRS 2TOP OF STEEL123' - 0"RS 1_RS-1BRS-1A5/8"CEILING PLANE, SEEREFLECTED CEILING PLANS2"5/8"2 1/2"EXISTING MASONRY+/- 1' - 1"5 3/4"SEALANT, ENTIRE PERIMETERUNDERSIDE OF DECKGYPSUM BOARDWALL BASE, SEE FINISHSCHEDULESEALANT, ENTIRE PERIMETEREXISTING EXTERIOR WALLPOLYISOCYANURATE BOARDINSULATIONNON-STRUCTURAL METALFRAMINGGYPSUM BOARDTOTAL R VALUE > R13R13.00TOTAL R VALUE = R37R18.601' - 0 5/8"5/8"6"4 1/4"1 3/4"1/2"3"3/4"GYPSUM BOARDCOLD FORMED METALFRAMINGGLASS-MAT GYPSUMSHEATHINGCOMPOSITEPOLYISOCYANURATE BOARDINSULATION, FASTENTHROUGH STUDCONTINUOUS FRAME ANDCLIP, FASTEN THROUGHPLYWOOD ONLYCOMPOSITE METAL PANELRAINSCREEN19.00CONTINUOUS VAPORPERMABLE AIR BARRIERWEATHER BARRIERGLASS-FIBER BLANKETINSULATIONEXTERIORINTERIORTOTAL R VALUE = R37R18.606"1/2"3"1"3 5/8"COLD FORMED METALFRAMINGGLASS-MAT GYPSUMSHEATHINGCONTINUOUS VAPORIMPERMEABLE AIR BARRIERPOLYISOCYANURATE BOARDINSULATIONAIR SPACE, WEEPED ANDVENTEDMASONRY UNIT, SEEEXTERIOR ELEVATIONS FORTYPER19.00MASONRY VENEER TIES1' - 2 1/8"GLASS-FIBER BLANKETINSULATIONEXTERIORINTERIOR7 5/8"TOTAL R VALUE = R37R18.60COLD FORMED METALFRAMINGGLASS-MAT GYPSUMSHEATHINGCONTINUOUS VAPORIMPERMEABLE AIR BARRIERPOLYISOCYANURATE BOARDINSULATIONAIR SPACE, WEEPED ANDVENTED3 5/8"1/2"1/2"6"1/2"3"1"3 5/8"MASONRY UNIT, SEE EXTERIORELEVATIONS FOR TYPEEXTERIORINTERIOR1' - 6 3/4"R19.00GLASS-MAT GYPSUMSHEATHINGMASONRY VENEER TIESGLASS-FIBER BLANKETINSULATION7 5/8"TOTAL R VALUE = R20R18.60CONTINUOUS VAPORIMPERMEABLE AIR BARRIERPOLYISOCYANURATE BOARDINSULATIONAIR SPACE, WEEPED ANDVENTEDMASONRY UNIT, SEE EXTERIORELEVATIONS FOR TYPEEXTERIORINTERIOR1' - 6 3/4"R2.00MASONRY VENEER TIESGLASS-MAT GYPSUM SHEATHINGCONCRETE MASONRY UNIT3 5/8"1 7/8"5 5/8"3"1"3 5/8"7 5/8"TOTAL R VALUE = R20R18.6011 1/8"9 3/8"1 3/4"5 5/8"3"3/4"COMPOSITEPOLYISOCYANURATE BOARDINSULATION, FASTENTHROUGH STUDCONTINUOUS FRAME ANDCLIP, FASTEN THROUGHPLYWOOD ONLYCOMPOSITE METAL PANELRAINSCREENR2.00CONCRETE MASONRY UNITCONTINUOUS VAPORPERMABLE AIR BARRIER5 5/8" CONCRETE MASONRY UNIT7 5/8" CONCRETE MASONRY UNITWEATHER BARRIEREXTERIORINTERIORMASONRY UNIT, SEEEXTERIOR ELEVATIONS FORTYPESOLDIER COURSE, SEEEXTERIOR ELEVATIONSFOR LOCATIONBRICK TYPE B, TYPICAL8"MASONRY VENEER ANCHORABOVE AND BELOW SOLDIERCOURSE3/8"MASONRY UNIT, SEEEXTERIOR ELEVATIONS FORTYPECUT SOLDIER COURSE, SEEEXTERIOR ELEVATIONS FORLOCATIONBRICK TYPE B, TYPICAL± 5 3/4"MASONRY VENEER ANCHORABOVE AND BELOWSOLDIER COURSE2 BRICKCOURSESHIGHSUBSTRATE BOARD3"1/2"5"1/2"COVER BOARDVAPOR RETARDERMETAL ROOF DECKFULLY ADHERED MEMBRANEROOFINGDRAWINGSREFER TOSTRUCTURAL1 1/2"1/2"5"1/2"U VALUE:0.037FULLY ADHERED MEMBRANEROOFINGCOVER BOARDCOMPOSITEPOLYISOCYANURATE BOARDINSULATIONVAPOR RETARDERSUBSTRATE BOARDROOF DECK12KI STEEL JOISTS10KI STEEL JOISTSBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:03:18 PMA002BUILDINGSYSTEMS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059EM, CRBRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"A4EWS 3 - EXTERIOR SYSTEM 3 1 1/2" = 1'-0"A1EWS 2A - EXTERIOR WALL SYSTEM 2A 1 1/2" = 1'-0"E1EWS 1A - EXTERIOR WALL SYSTEM 1A 1 1/2" = 1'-0"E3EWS 1B - EXTERIOR WALL SYSTEM 1B 1 1/2" = 1'-0"E5EWS 1C - EXTERIOR WALL SYSTEM 1C 1 1/2" = 1'-0"A3EWS 2B - EXTERIOR WALL SYSTEM 2B 1 1/2" = 1'-0"E7BRICK DETAIL - SOLDIER COURSE 1 1/2" = 1'-0"E9BRICK DETAIL - CUT SOLIDER COURSEREVISION SCHEDULENAME DATE 1 1/2" = 1'-0"1ROOF SYSTEM 2 (RS-2) 1 1/2" = 1'-0"2ROOF SYSTEM 1 (RS-1)
IWS-1_IWS-1BIWS-1AIWS-1CIWS-3_IWS-3BIWS-3AIWS-3CIWS-5_IWS-5AIWS-5BIWS-5CIWS-5DIWS-2_IWS-2BIWS-2AIWS-4_IWS-4BIWS-4A•ALL WALLS TYPE X, UON•EXTEND TO UNDERSIDE OF DECK•RATED AS REQUIRED BY CODE CONFORMANCE PLANS,REFER TO UL DESIGN U419•ACOUSTICAL PERFORMANCE - STC 40VARIESCEILING PLANE, SEEREFLECTED CEILING PLANSSEALANT, BOTH SIDES,ENTIRE PERIMETERUNDERSIDE OF DECKGYPSUM BOARDSOUND ATTENUATIONBLANKETGYPSUM BOARDSEALANT, BOTH SIDES,ENTIRE PERIMETERMETAL STUDS @ 16" O.C.WALL BASE, SEE FINISHSCHEDULE3 5/8" METAL STUD6" METAL STUD2 1/2" METAL STUD5/8"5/8"5/8"CEILING PLANE, SEEREFLECTED CEILING PLANSVARIESSEALANT, ENTIRE PERIMETERUNDERSIDE OF DECKMETAL STUDS @ 16" O.C.GYPSUM BOARDWALL BASE, SEE FINISHSCHEDULESEALANT, ENTIRE PERIMETER3 5/8" METAL STUD6" METAL STUD2 1/2" METAL STUD•EXTEND TO UNDERSIDE OF DECKCEILING PLANE, SEEREFLECTED CEILING PLANS•EXTEND TO UNDERSIDE OF DECK•RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFERTO UL DESIGN U907 (C-3 BLOCK - 3HR; B-4 BLOCK - 4 HR)•ACOUSTICAL PERFORMANCE - STC 48 (HOLLOW CORE)VARIES2 1/2"5/8"1" TYP, COORD. W/ STRUCTURALCOMPRESSIBLE FILLERUNDERSIDE OF DECKWALL BASE, SEE FINISHSCHEDULECONCRETE MASONRY UNITGYPSUM BOARDNON-STRUCTURAL METALFRAMING3 5/8" METAL FRAMING6" METAL FRAMING2 1/2" METAL FRAMING7/8" METAL FRAMING•EXTEND TO UNDERSIDE OF DECK•RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFERTO UL DESIGN U419•ACOUSTICAL PERFORMANCE - STC 45VARIESCEILING PLANE, SEEREFLECTED CEILING PLANSSEALANT, BOTH SIDES,ENTIRE PERIMETERUNDERSIDE OF DECKGYPSUM BOARDSOUND ATTENUATIONBLANKETGYPSUM BOARDSEALANT, BOTH SIDES,ENTIRE PERIMETERMETAL STUDS @ 16" O.C.WALL BASE, SEE FINISHSCHEDULEPUBLIC SIDE OF WALL, UON3 5/8" METAL STUD6" METAL STUD5/8"(2) 5/8"CEILING PLANE, SEEREFLECTED CEILING PLANS•EXTEND TO UNDERSIDE OF DECK•RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFERTO UL DESIGN U907 (C-3 BLOCK - 3HR; B-4 BLOCK - 4 HR)•ACOUSTICAL PERFORMANCE - STC 48 (HOLLOW CORE)1" TYP, COORD. W/ STRUCTURALCOMPRESSIBLE FILLERUNDERSIDE OF DECKCONCRETE MASONRY UNIT7 5/8" CMU5 5/8" CMUVARIESBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:03:21 PMA003BUILDINGSYSTEMS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, EMRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"E1IWS 1 - INTERIOR WALL SYSTEM 1 1 1/2" = 1'-0"E5IWS 3 - INTERIOR WALL SYSTEM 3 1 1/2" = 1'-0"E9IWS 5 - INTERIOR WALL SYSTEM 5 1 1/2" = 1'-0"E3IWS 2 - INTERIOR WALL SYSTEM 2 1 1/2" = 1'-0"E7IWS 4 - INTERIOR WALL SYSTEM 4REVISION SCHEDULENAME DATE
UPB331122B006TEL/DATAB005STORAGEBC002CORRIDORBS002STAIR #2B007ELEVATORMACHINEROOMB002MECHANICALB004SPRINKLER/WATERSERVICEB006B007BC001CORRIDOR10' - 8"3' - 4" M.O. 8"B002D4A301D4A301C3A302C3A302A1A311A8A311A6A311A1A451A3A312A4A301A4A301EWS-3IWS-4BEWS-3A6A4516' - 0"7' - 6"6' - 0"IWS-4BEWS-3IWS-4BIWS-4B7' - 7"3' - 2" M.O.8"IWS-4BIWS-4BIWS-4BFEC7' - 4"11' - 1 1/2"IWS-4BEWS-3ALIGNEWS-3EWS-3EWS-3EWS-3FEC7 5/8"CLEAR8' - 8" MIN.8"13' - 5 1/8"13' - 5 1/8"CFFA2.52.21.5A452A1A453A1EWS-310"1' - 11"3' - 6"2' - 6 3/4"U N E XC AVA TE DUNEXCA VATEDALIGNUPUPB0043' - 4" M.O.4' - 0"BS001STAIR #11EXISTING SUMP, REFERTO PLUMBING AND FIREPROTECTION DRAWINGS9' - 4"M.O.3' - 4"CLEAR5' - 0" MINIMUM1IWS-4B----2EDDBS002B001ELEVATORCONCRETE SLAB AS INDICATED.REFER TO STRUCTURAL DRAWINGS.XXXBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:03:27 PMA101BASEMENTFLOOR PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1BASEMENT FLOOR PLANKEYED CONSTRUCTION NOTESCONSTRUCTION LEGENDGENERAL CONSTRUCTION NOTES#NOTE: HYDROCARBON ODOR WAS DETECTED AT THE SOIL BORING LOCATION B2 DURINGTHE SUBSURFACE INVESTIGATION BETWEEN 5.5 FEET AND 7 FEET BELOW GRADE. REFERTO SUBSURFACE INVESTIGATION REPORT INCLUDED IN PROJECT MANUAL. THE DEC WASNOTIFIED OF THIS CONDITION. IF PETROLEUM CONTAMINATED SOIL IS ENCOUNTEREDDURING FOUNDATION EXCAVATION AT ANY AREA, STOP WORK AT THAT LOCATION ANDCONTACT ARCHITECT. FOR BASE BID PURPOSES, DO NOT INCLUDE CONTAMINATED SOILREMEDIATION.1 REFER TO CODE CONFORMANCE DRAWINGS FOR REQUIRED FIRERATED CONSTRUCTION.2 ALL WORK IS NEW UNLESS NOTED AS EXISTING.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. REFER TODRAWINGS FOR DIMENSIONS. REQUIRED CRITICAL DIMENSIONSNOT FOUND SHOULD BE FIELD VERIFIED OR OBTAINED FROMARCHITECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITIONS IN FIELD (EXISTING AND PROPOSED CONSTRUCTION)AND BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTIONOF THE ARCHITECT4 EXISTING CONDITIONS MAY VARY. CONTACT ARCHITECT IFDISCREPANCIES ARISE.5 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILARDETAILS OR DRAWINGS.6 PROTECT ALL EXISTING FINISH SURFACES TO REMAIN. PATCHEXISTING CONSTRUCTION TO MATCH ADJACENT FINISHES TOREMAIN AT ALL REMOVALS AND AS REQUIRED BY NEW WORK (IE:PIPE PENETRATIONS, ETC). CONTRACTOR IS RESPONSIBLE FORALL DAMAGE RESULTING FROM HIS WORK, WHETHER INSIDE OROUTSIDE CONTRACT LIMIT LINE.7 VERIFY ALL DIMENSIONS IN THE FIELD. NOTIFY THE ARCHITECTOF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS ANDFIELD CONDITIONS.8 ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF MASONRYUNIT, OR FINISHED FACE OF EXISTING CONSTRUCTION.9 ALL MASONRY DIMENSIONS ARE NOMINAL.10 DIMENSIONS NOTES "EQ" ARE EQUAL TO EACH OTHER ONLY IFTHEY ARE ON THE SAME DIMENSION STRING AND IN THE SAMEROW.11 EXTEND ALL PARTITIONS FROM FLOOR TO UNDERSIDE OF DECKABOVE UNLESS OTHERWISE INDICATED. MAKE THIS JOINT SMOKETIGHT AND FIRESTOP AT RATED PARTITIONS.12 CONTRACTOR SHALL PROVIDE BLOCKING OR PROVISIONS FORSOLID ANCHORAGE AT WALL AND CEILING MOUNTED EQUIPMENTAND ACCESSORIES PROVIDED UNDER THIS CONTRACT ANDEQUIPMENT TO BE PROVIDED BY THE OWNER.13 PROVIDE ACCESS PANELS AS REQUIRED AT ALL WALLS ANDCEILINGS AT ALL VALVES, DAMPERS, CONCEALED JUNCTIONBOXES, AND OTHER EQUIPMENT REQUIRING MAINTENANCE,ADJUSTMENTS OR SERVICING.REVISION SCHEDULENAME DATE1 INFILL PARTITION / WALL TO MATCH AND ALIGN WITH EXISTINGADJACENT CONSTRUCTION.2 ELEVATOR PIT SUMP PUMP: 18"X18"X12" DEEP. COORDINATELOCATION WITH ELEVATOR INSTALLER. REFER ALSO TOPLUMBING DRAWINGS.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. REFER TODRAWINGS FOR DIMENSIONS. REQUIRED CRITICAL DIMENSIONSNOT FOUND SHOULD BE FIELD VERIFIED OR OBTAINED FROMARCHITECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITIONS IN FIELD (EXISTING AND PROPOSEDCONSTRUCTION) AND BRING ANY DISCREPANCIES TO THEIMMEDIATE ATTENTION OF THE ARCHITECT4 EXISTING CONDITIONS MAY VARY. CONTACT ARCHITECT IFDISCREPANCIES ARISE.5 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILARDETAILS OR DRAWINGS.6 PROTECT ALL EXISTING FINISH SURFACES TO REMAIN. PATCHEXISTING CONSTRUCTION TO MATCH ADJACENT FINISHES TOREMAIN AT ALL REMOVALS AND AS REQUIRED BY NEW WORK (IE:PIPE PENETRATIONS, ETC). CONTRACTOR IS RESPONSIBLE FORALL DAMAGE RESULTING FROM HIS WORK, WHETHER INSIDE OROUTSIDE CONTRACT LIMIT LINE.7 VERIFY ALL DIMENSIONS IN THE FIELD. NOTIFY THE ARCHITECTOF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS ANDFIELD CONDITIONS.8 ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF MASONRYUNIT, OR FINISHED FACE OF EXISTING CONSTRUCTION.9 ALL MASONRY DIMENSIONS ARE NOMINAL.10 DIMENSIONS NOTES "EQ" ARE EQUAL TO EACH OTHER ONLY IFTHEY ARE ON THE SAME DIMENSION STRING AND IN THE SAMEROW.11 EXTEND ALL PARTITIONS FROM FLOOR TO UNDERSIDE OF DECKABOVE UNLESS OTHERWISE INDICATED. MAKE THIS JOINTSMOKE TIGHT AND FIRESTOP AT RATED PARTITIONS.12 CONTRACTOR SHALL PROVIDE BLOCKING OR PROVISIONS FORSOLID ANCHORAGE AT WALL AND CEILING MOUNTED EQUIPMENTAND ACCESSORIES PROVIDED UNDER THIS CONTRACT ANDEQUIPMENT TO BE PROVIDED BY THE OWNER.13 PROVIDE ACCESS PANELS AS REQUIRED AT ALL WALLS ANDCEILINGS AT ALL VALVES, DAMPERS, CONCEALED JUNCTIONBOXES, AND OTHER EQUIPMENT REQUIRING MAINTENANCE,ADJUSTMENTS OR SERVICING.
BBATMNIGHTDEPA2513A203B3A204B3A201B5A202B4B7A25113' - 6"8' - 1"10' - 8"22' - 8"6' - 0"12A251F7F9B5A452C1D2A251F4F1A252F3F1F211' - 7"11' - 3"2 5/8"2' - 5 5/8"6"9' - 6"6"6"7' - 2"2 5/8"D45' - 0" CLEARD4A301D4A301C3A302C3A302A1A311A8A311A6A311A1A451A3A31220' - 6 1/8"A4A301A4A301A251A3A8A15' - 11 1/8"107BUSINESS HUB109OFFICE 2105CORRIDOR103TELLER106MANAGER108OFFICE 1S102STAIR 2104SOUTHVESTIBULE110STAFFLOUNGE110ATOILET 1102AITS101STAIR 1102NORTHVESTIBULE103AVAULTD7109108110A102A103AS102104A104102W01W01S101BLW01W01W01W01W01W01W02W01W01W02W01W01W01W01W01EWS-3IWS-1AIWS-5CEWS-3A1A65111"A251B3B1S101IWS-3BIWS-3BIWS-1AEWS-3IWS-2AIWS-2AIWS-2AEWS-3EWS-3EWS-31102' - 3 3/4"3' - 10 1/4"5' - 5"6"3' - 7"7' - 2"2 5/8"IWS-1AIWS-2A2 5/8"2 1/2"7' - 4 1/4"11' - 11"2 5/8"EWS-32 7/8"5' - 3 1/2"4' - 6 1/2"7 5/8"11' - 2"5' - 9 1/4"CLEAR5' - 0" MIN.B9IWS-1AFECFECEWS-3EWS-32 5/8"10' - 11"10' - 8 7/8"5' - 9 1/4"IWS-2AIWS-5DIWS-1AIWS-1AEWS-3A6F5IWS-5A5DA252D1D3D6A6A451EWS-2C1C101ELEVATORIWS-5A2"2' - 2 5/8"CFA2.52.21.5EWS-3106CANOPY ABOVEIWS-2AIWS-3AIWS-2AIWS-5BIWS-5CEWS-3IWS-1BIWS-3CEWS-3CANOPYABOVEDOWNSPOUTDOWNSPOUTA453C1EWS-1BA452A7IWS-5BA252F7F9A1A505A4A505----A3A207A207A9DNDNUPDNUPS102B8"5' - 5 1/2"11'-6 1/8"21'-7"6"9'-11 1/8"17'-10 3/8"106BL1106BL2103DNAD2013----IWS-4A1' - 10 3/4"EDD2DN4"13' - 5 1/2"B003A504F3A504F1107BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:03:32 PMA102FIRST FLOORPLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TOKEYED CONSTRUCTIONNOTESCONSTRUCTION LEGENDGENERAL CONSTRUCTION NOTES# 1/4" = 1'-0"A1FIRST FLOOR PLANREVISION SCHEDULENAME DATE
BBEWS-333A203B3A204B3A201B5A202B428' - 8"A2521122B320' - 9 1/4"6"6' - 11"207FUTURE FIT-OUT TENANT204TOILET 4203TOILET 3202AJANITOR202ELEVATOR LOBBYS202STAIR 2202BTOILET 2S201STAIR 1201ELEVATOR2 5/8"D4A301D4A301C3A302C3A302A1A311A8A311A6A311A1A451A3A3127' - 5"6"6"7' - 5"6"6"± 3' - 8 7/8"± 9' - 11 7/8"7' - 5"6"6"12' - 5"2 5/8"A4A301A4A301S201202A202BS202204203W03W03W03W03W03W04W06W04W04W05W04W05W05W05W05IWS-3BIWS-2A5DIWS-3BIWS-3BEWS-3EWS-3IWS-3BIWS-3BEWS-3IWS-3CEWS-3EWS-3EWS-3IWS-3BEWS-3EWS-33' - 2"1' - 0 5/8"IWS-1AIWS-3BB6B1IWS-1AIWS-3AA253F6F4F3F12 5/8"A252D1FECA6A451EWS-2C1CIWS-4AIWS-5AIWS-4ACCFFA2.52.21.5CANOPY BELOWCANOPY BELOWDOWNSPOUTDOWNSPOUTIWS-1ASUN SHADEA452E1A453E1SKYLIGHT ABOVESTEEL COLUMNSTEEL COLUMN202DNAD2013----EWS-1BDNEEDDFECW05W04BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:04:10 PMA103SECONDFLOOR PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO0'2'4'8' 1/4" = 1'-0"A1SECOND FLOOR PLANKEYED CONSTRUCTIONNOTESCONSTRUCTION LEGENDGENERAL CONSTRUCTION NOTES#REVISION SCHEDULENAME DATE
TAPERED ROOFINSULATION SLOPEMIN 1/4" : 1'1/2" / 12"1/2" / 12"9 1/4"2' - 2 1/2"TAPERED ROOFINSULATIONSLOPE MIN 1/4" : 1'SLOPE GUTTER1/8" : 1' TODOWNSPOUTTAPERED ROOFINSULATION SLOPEMIN 1/4" : 1'DOWNSPOUTCANOPY ROOFBELOWROOF DRAIN-1' - 5 3/8"SMOKE VENTROOF HATCHDRIVE-THRU CANOPYROOF BELOWDRAIN TO SPLASHGUARD @ ROOF BELOWA7A502F3A501-ADD-02D1A503F1A501-ADD-02SLOPEDSTRUCTUREF6A501-ADD-02F6A501-ADD-02SLOPE GUTTER1/8" : 1' TODOWNSPOUTA5A504A2A50411' - 11 1/2"SKYLIGHTA3A207D9A501-ADD-02A5A506DOWNSPOUTTAPERED ROOFINSULATION ATGUTTER SLOPEMIN 1/4" : 1'TAPERED ROOFINSULATION ATGUTTER SLOPEMIN 1/4" : 1'2" DIAMETER STANDOFFSSUPPORT FOR SIGNAGERACEWAYSIGNAGERACEWAY, N.I.C.EQ3' - 0"3' - 0"3' - 0"EQ9 1/2"5' - 4 3/8"10' - 8"3' - 6"D6A501-ADD-02D1A501-ADD-027' - 4"1' - 0"1' - 0"11' - 3 1/2"6' - 7"1' - 0"6' - 7"1' - 0"DRAINAGE OPENINGD9A501-ADD-023"1' - 2 1/2"3"1' - 2 1/2"3"6 1/2"3"4 1/2"D9A501-ADD-02DRAINAGEOPENINGD9A501-ADD-02A3A501-ADD-02 1/4" = 1'-0"A1ROOF PLANBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:51:52 AMA104-ADD-02ROOF PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, EM, GMRENOVATIONS & ADDITIONS TO0'2'4'8'KEYED CONSTRUCTION NOTESCONSTRUCTION LEGENDGENERAL CONSTRUCTION NOTES#REVISION SCHEDULENAME DATEADD-02 8/16/2016
SDSDSDSDSDSDSDSDOSA5A561LINEAR PENDANTLIGHT FIXTURELINEAR SURFACEMOUNTED LIGHT FIXTURERECESSED CANLIGHT FIXTURERETURN AIR GRILLEEXHAUSE AIR GRILLEPENDANTLIGHT FIXTURESURFACE MOUNTEDLIGHT FIXTURESSOFFIT MOUNTED LINEARLIGHT FIXTURESSPRINKLER HEADEXIT SIGNFIRE DETECTOROCCUPANCY SENSORRECESSED COVELIGHT FIXTURELAY-IN TROFFERLIGHT FIXTURESSPEAKERGYPSUM BOARD CEILINGWOOD PANEL CEILING2' X 2' ACOUSTICALPANEL CEILING2' X 4' ACOUSTICALPANEL CEILINGREFLECTED CEILING PLAN NOTES:1. ALL LAY-IN ACOUSTIC CEILINGS ARE 9'-6" ABOVE FINISHED FLOOR, UNLESS OTHERWISENOTED.2. ALL GYPSUM SOFFITS AND CEILINGS ARE 9'-5" ABOVE FINISHED FLOOR, UNLESSOTHERWISE NOTED.3. MOUNT ALL SPRINKLER HEADS, ELECTRICAL DEVICES, LIGHT FIXTURES, ETC. CENTEREDIN 2'X2' ACOUSTIC CEILING PANELS, UNLESS OTHERWISE NOTED.4. CENTER ACOUSTIC CEILING PANELS WITHIN FIELD AS INDICATED ON REFLECTED CEILINGPLANS, PROVIDING NUMBER OF PANELS SHOWN, UNLESS OTHERWISE NOTED.CEILING MATERIALS:LIGHT FIXTURES:LINEAR METAL CEILINGOTHER:FPENDANT ROUNDLIGHT FIXTURESUPPLY AIR GRILLEBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:04:27 PMA151BASEMENTREFLECTEDCEILING PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1BASEMENT REFLECTED CEILING PLAN0'2'4'8'#KEYED RCP NOTESREVISION SCHEDULENAME DATE
OSOSOSOSSDSDSDOSSDSDSDSDSDSDSDOSSDSDOSSDSDOSSDOS12' - 0"12' - 0"11' - 0"11' - 11 3/4"12' - 0"12' - 0"9' - 0"8' - 0"11' - 4"3' - 4"2' - 6"2' - 6"12' - 0"12' - 0"EQEQEQEQEQEQ2' - 0"A1A6512' - 8"110A110106108105109107104103103A102101S101102A1' - 3 1/8"2' - 0"1' - 8"7' - 2"C5A5616' - 0" WOOD RELIEFA3A207RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1RS1D9A501-ADD-02A5A506EQEQD3A561F8A561D5A5618' - 0 5/8"C9A4513' - 6"4' - 6"11' - 4"3' - 0 1/4" 4' - 8 5/8" 3' - 0 1/4"8' - 0 5/8"D6A501-ADD-02D1A501-ADD-02ADD-038/17/2016A152ADD-038/17/2016A152ADD-038/17/2016A152DOWNSPOUTLINEAR METALCEILINGDOWNSPOUTLINEAR METALCEILINGLINEAR METALCEILINGDOWNSPOUTA3A207SimLINEAR PENDANTLIGHT FIXTURELINEAR SURFACEMOUNTED LIGHT FIXTURERECESSED CANLIGHT FIXTURERETURN AIR GRILLEEXHAUSE AIR GRILLEPENDANTLIGHT FIXTURESURFACE MOUNTEDLIGHT FIXTURESSOFFIT MOUNTED LINEARLIGHT FIXTURESSPRINKLER HEADEXIT SIGNFIRE DETECTOROCCUPANCY SENSORRECESSED COVELIGHT FIXTURELAY-IN TROFFERLIGHT FIXTURESSPEAKERGYPSUM BOARD CEILINGWOOD PANEL CEILING2' X 2' ACOUSTICALPANEL CEILING2' X 4' ACOUSTICALPANEL CEILINGREFLECTED CEILING PLAN NOTES:1. ALL LAY-IN ACOUSTIC CEILINGS ARE 9'-6" ABOVE FINISHED FLOOR, UNLESS OTHERWISENOTED.2. ALL GYPSUM SOFFITS AND CEILINGS ARE 9'-5" ABOVE FINISHED FLOOR, UNLESSOTHERWISE NOTED.3. MOUNT ALL SPRINKLER HEADS, ELECTRICAL DEVICES, LIGHT FIXTURES, ETC. CENTEREDIN 2'X2' ACOUSTIC CEILING PANELS, UNLESS OTHERWISE NOTED.4. CENTER ACOUSTIC CEILING PANELS WITHIN FIELD AS INDICATED ON REFLECTED CEILINGPLANS, PROVIDING NUMBER OF PANELS SHOWN, UNLESS OTHERWISE NOTED.CEILING MATERIALS:LIGHT FIXTURES:LINEAR METAL CEILINGOTHER:FPENDANT ROUNDLIGHT FIXTURESUPPLY AIR GRILLEBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/18/2016 1:16:13 AMA152FIRST FLOORREFLECTEDCEILING PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1FIRST FLOOR REFLECTED CEILING PLAN0'2'4'8'#KEYED RCP NOTESREVISION SCHEDULENAME DATEADD-03 8/17/2016
SDSDSDSDSDSDSDOSOSSDOS8' - 0"8' - 0"8' - 0"8' - 0"A5A504A2A504202B202207204203REFER TO ELECTRICALDRAWINGS FORLIGHTING LAYOUTSDSDSDSDSKYLIGHTLINEAR PENDANTLIGHT FIXTURELINEAR SURFACEMOUNTED LIGHT FIXTURERECESSED CANLIGHT FIXTURERETURN AIR GRILLEEXHAUSE AIR GRILLEPENDANTLIGHT FIXTURESURFACE MOUNTEDLIGHT FIXTURESSOFFIT MOUNTED LINEARLIGHT FIXTURESSPRINKLER HEADEXIT SIGNFIRE DETECTOROCCUPANCY SENSORRECESSED COVELIGHT FIXTURELAY-IN TROFFERLIGHT FIXTURESSPEAKERGYPSUM BOARD CEILINGWOOD PANEL CEILING2' X 2' ACOUSTICALPANEL CEILING2' X 4' ACOUSTICALPANEL CEILINGREFLECTED CEILING PLAN NOTES:1. ALL LAY-IN ACOUSTIC CEILINGS ARE 9'-6" ABOVE FINISHED FLOOR, UNLESS OTHERWISENOTED.2. ALL GYPSUM SOFFITS AND CEILINGS ARE 9'-5" ABOVE FINISHED FLOOR, UNLESSOTHERWISE NOTED.3. MOUNT ALL SPRINKLER HEADS, ELECTRICAL DEVICES, LIGHT FIXTURES, ETC. CENTEREDIN 2'X2' ACOUSTIC CEILING PANELS, UNLESS OTHERWISE NOTED.4. CENTER ACOUSTIC CEILING PANELS WITHIN FIELD AS INDICATED ON REFLECTED CEILINGPLANS, PROVIDING NUMBER OF PANELS SHOWN, UNLESS OTHERWISE NOTED.CEILING MATERIALS:LIGHT FIXTURES:LINEAR METAL CEILINGOTHER:FPENDANT ROUNDLIGHT FIXTURESUPPLY AIR GRILLE 1/4" = 1'-0"A1SECOND FLOOR REFLECTED CEILING PLANBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:04:48 PMA153SECONDFLOORREFLECTEDCEILING PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059MSBRENOVATIONS & ADDITIONS TO0'2'4'8'KEYED RCP NOTES#REVISION SCHEDULENAME DATE
BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:51:55 AMA160FINISHSCHEDULE ANDDETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TOCSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS042000 - UNIT MASONRY042000 - UNIT MASONRY TYPE A BELDEN BRICK BURGUNDY BLEND ADDITION, TYPICAL042000 - UNIT MASONRY TYPE B BELDEN BRICK 461-463 SMOOTH A "BUFF / YELLOW" ADDITION BELT COURSE AND SOLDIER COURSE, TYPICAL042000 - UNIT MASONRY TYPE C CONTINENTAL BRICK COMPANY BRICK 50/50 MIX OF STYLE 424 "CRANBEERYTHROUGH BODY" AND STYLE 455 "STRAIGHTRANGE RED"EXISTING BUILDING: INFILL AND MASONRY REPAIRS AT EXISTING RED BRICK IF SALVAGED IS NOT AVAILABLE042000 - UNIT MASONRY TYPE D EXISTING SALVAGED BRICK BUFF / YELLOW EXISTING BUILDING: INFILL & REPAIRS OF EXISTING BUFF/YELLOW BRICK050513 – SHOP-APPLIED COATINGS FOR METAL050513 – SHOP-APPLIED COATINGS FOR METALPOWDER-COATING MATCH EFCO ULTRALOK MEDIUM ANODIZEDBRONZEEX060606 - PLASTIC FABRICATION060606 - PLASTIC FABRICATION TRP1 3FORM 1/2" TRANSLUCENT RESIN PANEL VARIA ECORESIN, Y11 VITAMIN C TELLER POD LIGHT BOX064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL1 FORMICA HIGH PRESSURE PLASTIC LAMINATE PEARL 934-58, MATTE FINISH CABINETS, TYPICAL, U.O.N.074213 – METAL COMPOSITE MATERIAL WALL PANELS074213 – METAL COMPOSITE MATERIAL WALL PANELS ALUCOBOND COMPOSITE METAL PANEL ANODIC SATIN MICA, PVDF-2 / GLOSS 30 EXTERIOR METAL PANELS077100 ROOF SPECIALTIES077100 ROOF SPECIALTIES HICKMAN ROOF SANDSTOBE A-06 METAL EDGE, FACIA, COPING, DOWNSPOUTS084113 – ALUMINUM-FRAMED ENTRANCE AND STOREFRONT084113 – ALUMINUM-FRAMED ENTRANCE AND STOREFRONT EFCO ALUMINUM STOREFRONT AND SUNSHADES ULTRALOK MEDIUM ANODIZED BRONZE ALL EXTERIOR EXPOSED STEEL, INCLUDING HANDRAILS/GUARDRAILS (VE OPTION)TYPICAL, U.O.N.084413 – GLAZED ALUMINUM CURTAIN WALL084413 – GLAZED ALUMINUM CURTAIN WALL EFCO ALUMINUM CURTAINWALL MATCH ALUCOBOND ANODIC SATIN MICA,PVDF-2 / GLOSS 30NORTH VESTIBULE, STAIR 1, ELEVATOR LOBBY088000 – GLAZING088000 – GLAZING GF1 3M FASARA TRANSLUCENT GLAZING FILM TSURUGI (SH2FGTG) OFFICES (ALTERNATE) # 1088000 – GLAZING TYPE 4 - TGP SKYLINE DESIGN ARCHITECTURAL GLAZING COLLECTION IN WHITES - CANTILEVER B OFFICES095113 – ACOUSTICAL PANEL CEILINGS095113 – ACOUSTICAL PANEL CEILINGS APC1 ? 2' x 4' WHITE WHERE INDICATED095423 - LINEAR METAL CEILING095423 - LINEAR METAL CEILING LMC1 AMSTRONG METALWORK LINEAR EXTERIOR6" LINEAR METAL CEILING CUSTOM COLOR: RAL 7032 EXTERIOR CANOPIES096513 - RESILIENT BASE096513 - RESILIENT BASE B1 MANNINGTON COMMERCIAL 4" WALL BASE COOL BEIGE, 936 TYPICAL, U.O.N.096519 – RESILIENT TILE FLOORING096519 – RESILIENT TILE FLOORING RT1 ARMSTRONG LINEAR VISUAL 12"X24" T3609 MALTED MILK, STRIATIONS FLOOR, TYPICAL, U.O.N.096519 – RESILIENT TILE FLOORING RT2 MANNINGTON COMMERCIAL STAIR TREADS, RUBBER TYPE TS 914 WINEBERRY, COLORSCAPE SYNC LANDING, STAIR TREADS AND RISERS096519 – RESILIENT TILE FLOORING RT3 MANNINGTON COMMERCIAL STAIR TREADS, RUBBER TYPE TS 918 FLAX, COLORSCAPE SYNC NORTH VESTIBULE - STAIR TREADS AND RISERS096813 – TILE CARPETING096813 – TILE CARPETING C1 INTERFACE 25CM X 1M CARPET TILE - ASHLARSTAGGERED104058 GROUNDWAVES MESQUITE FLOORS: TELLER AREA, OFFICES, CONFERENCE096813 – TILE CARPETING C2 INTERFACE 50CM X 50CM, ACCENT CARPET TILE 101154 GRANA CONFERENCE ROOM096813 – TILE CARPETING SCHLUTER SYSTEMS ALUMINUM EDGE PROTECTION JOLLY A80AT-ANODIZED ALUMINUM-NICKEL WHERE INDICATED, TYPICAL FLOORING TRANSITION BETWEEN RESILIENT TILE AND CARPET TILE097700 - SPECIAL WALL SURFACES097700 - SPECIAL WALL SURFACES SWS1 TBD 4" X 1/2" NOMINAL T&G VERTICAL GRAINENGINEERED BAMBOONATURAL FINISH, RANDOM LENGTHWALL FEATURE - FIRST FLOOR099113 – EXTERIOR PAINTING099113 – EXTERIOR PAINTING EP1 BENJAMIN MOORE EXTERIOR PAINT HORIZON GRAY SOUTH ENTRANCE STUCCO WALLS & CEILING099113 – EXTERIOR PAINTING EP2 BENJAMIN MOORE EXTERIOR PAINT MATCH EFCO ULTRALOK MEDIUM BRONZE ALL EXTERIOR EXPOSED STEEL, INCLUDING HANDRAILS/GUARDRAILS (VE OPTION)099123 – INTERIOR PAINTING099123 – INTERIOR PAINTING P1 BENJAMIN MOORE INTERIOR LATEX PAINT GLACIER WHITE TYPICAL WALL, U.O.N.099123 – INTERIOR PAINTING PX1 BENJAMIN MOORE INTERIOR EPOXY PAINT GLACIER WHITE TOILET ROOMS, JANITOR'S CLOSET099123 – INTERIOR PAINTING P2 BENJAMIN MOORE INTERIOR LATEX PAINT RAISIN TORTE WALL ACCENT, WHERE INDICATED099123 – INTERIOR PAINTING P3 BENJAMIN MOORE INTERIOR LATEX PAINT HORIZON GRAY HOLLOW METAL FRAMES AND DOORS, EXPOSED STEEL FRAMING, STAIR RAILINGS AND GUARDRAILS099123 – INTERIOR PAINTING P4 BENJAMIN MOORE INTERIOR LATEX PAINT DISTANT GRAY GYPSUM BOARD CEILINGS, TYPICAL, U.O.N.099123 – INTERIOR PAINTING CS1 PROSOCO CONCRETE SEALER CONSOLIDEC LS FLOORS: BASEMENT110300 – BANK TELLER AND SERVICE EQUIPMENT110300 – BANK TELLER AND SERVICE EQUIPMENT TC1 DIEBOLD TELLER PEDESTAL CABINETS WHITTIER WHITE TELLER AREA122413 – ROLLER WINDOW SHADES122413 – ROLLER WINDOW SHADES RW1 MECHOSHADE ROLLER WINDOW SHADES FABRIC: EUROTWILL REVERSABLE WEAVE,6000 SERIES, #6018 STONEROLLER SHADES, TYPICAL, U.O.N.123661 - SOLID SURFACE COUNTERTOPS123661 - SOLID SURFACE COUNTERTOPS SS1 CORIAN SOLID SURFACE ANTHRACITE COUNTERTOPS, TYPICAL U.O.N.123661 - SOLID SURFACE COUNTERTOPS SS2 CORIAN SOLID SURFACE HICKORY SMOKE TELLER PODS123661 - SOLID SURFACE COUNTERTOPS SS3 SILESTONE SOLID SURFACE BLANCO CITY WINDOW STOOLS, TYPICAL, U.O.N.142400 – HYDRAULIC ELEVATORS142400 – HYDRAULIC ELEVATORS PL2 WILSONART HIGH PRESSURE PLASTIC LAMINATE FUSION MAPLE #7909-60 ELEVATOR RAISED WALL PANELS142400 – HYDRAULIC ELEVATORS PC1RAL PAINT BLACK ELEVATOR WALLSFINISH SCHEDULEREVISION SCHEDULENAME DATEADD-02 8/16/2016ADD-028/16/2016A160ADD-028/16/2016A160ADD-028/16/2016A160
UPUP-PX1CS1B007ELEVATORMACHINE-PX1CS1B006TEL / DATA-PX1CS1BC001CORRIDOR-PX1CS1B005STORAGE-PX1CS1B004SPRINKLER/WATERSERVICE-PX1CS1BC002CORRIDORB1P1RT2BS002STAIR #2-PX1CS1B002MECHANANICALRT2RT2B1PX1RT2BS001STAIR #1ROOM NUMBERWALL TREATMENTFLOOR TREATMENTBASE TREATMENTMARKER BOARDMB*EX = EXISTING TO REMAINTACKBOARD PANEL,REFER ALSO TOINTERIOR ELEVATIONSXXACCENT WALL PAINTOR FINISH SCOPEWCCTECB1W1F1101ROOM NAMEWALL CABINETFINISHCOUNTERTOPCOUNTERTOP EDGEPROFILE AND MATERIALTALL OR BASECABINET FINISHMILLWORK FINISH KEYROOM FINISH KEYTBNOTE: NOTE ALL MAY APPLY.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:04:58 PMA161BASEMENTFINISH PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1BASEMENT FINISH PLAN0'2'4'8'KEYED FINISH NOTESFINISH LEGENDGENERAL FINISH NOTES#1XXX2XXX3XXX4XXX5XXX6XXX7XXX8XXX9XXX10 XXX1 PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL AREGIVEN WHEREVER POSSIBLE ON THE FINISH PLAN. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO BRING ANYDISCREPANCIES TO THE ATTENTION OF THE ARCHITECT SO THATTHE CORRECT MATERIAL IS INSTALLED.2 SEE INTERIOR ELEVATIONS FOR ADDITIONAL WALL AND BASEFINISHES, TYPICAL.3 REFER TO INTERIOR ELEVATIONS FOR LOCATION OF CABINETLOCKS.4 SEE REFLECTED CEILING PLAN FOR ADDITIONAL FINISHINFORMATION, TYPICAL.5 ADHESIVES AND FINISHES TO BE LOW VOC.6 ALL GYPSUM BOARD AT TOILET ROOMS TO BE MOISTURERESISTANT GYSPUM BOARD UNLESS OTHERWISE NOTED.7 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING,COUNTERTOPS AND LAVATORIES.8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTEREDUNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISENOTED.9 AT TRANSITIONS BETWEEN CARPET AND RESILIENT TILE,PROVIDE RESILIENT TRANSITION STRIP.10 NO RESILIENT TILE TO BE CUT LESS THAN 6", REFER TO FINISHPLAN FOR PATTERN.11 ALL WALL BASE TO BE B1 UNLESS OTHERWISE NOTED.12 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED13 MISCELLANEOUS ELECTRICAL PANEL COVERS, GRILLES, ETC. TOBE PAINTED TO MATCH ADJACENT WALL SURFACES.14 ALL METAL UNDER-COUNTER SUPPORT BRACKETS TO BEPAINTED TO MATCH ADJACENT WALL FINISH.15 ALL DOORS / FRAMES AND PAINTED WINDOW TRIM / FRAMESSHALL BE PAINTED P3 UNLESS OTHERWISE NOTED.16 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P5 UNLESSOTHERWISE NOTED ON REFLECTED CEILING PLAN.17 PROVIDE (1) ROBE HOOK MOUNTED AT 5'-6" AFF AND (1) MOUNTEDAT 4'-0" AFF AT EACH TOILET ROOM DOOR. CENTER HOOK ONINSIDE OF DOOR.REVISION SCHEDULENAME DATE
DNB1P1C1108OFFICE 1B1P1C1106MANAGERB1P1C1107BUSINESSHUBB1P1C1109OFFICE 2B1P1C1103TELLERB1P1C1105CORRIDORB1P1RT2S102STAIR 2PC1PC1/PL2C1101ELEVATORB1P1C1103AVAULTB1P1RT2S101STAIR 1B1PX1C1110STAFFB1PX1RT1102NORTHVESTIBULEB1P1RT1102AITB1PX1RT1110ATOILET 1B1PX1RT1104SOUTHVESTIBULERT3WCCTEC-E1,SS1PL1SS1SS1SWS1SS3 TYPICALSS3 TYPICALWCCTECPL1E1,SS1PL1SS1SS3 TYPICALSS3SS3 TYPICALSS3 TYPICALWCCTECPL1E2,SS1PL1SS1RT3WCCTECPL1E1,SS1-SS1WCCTEC-E1,SS1-SS1WCCTEC-E1,SS1PL1SS1MBMBC7A551RT2RT2SS3P3P3TYPP3P3MBMBMBMBC7A551METALLOCKERSC7A551C7A551EP2EP2EP2EP2DNDNADD-028/16/2016A162ADD-028/16/2016A162ADD-028/16/2016A162SS2SS2TRP1SS2TRP1SS2SS2WOODEN RELIEF CARVING,BY OTHERS, N.I.C.7' - 0"ADD-068/22/2016A162ROOM NUMBERWALL TREATMENTFLOOR TREATMENTBASE TREATMENTMARKER BOARDMB*EX = EXISTING TO REMAINTACKBOARD PANEL,REFER ALSO TOINTERIOR ELEVATIONSXXACCENT WALL PAINTOR FINISH SCOPEWCCTECB1W1F1101ROOM NAMEWALL CABINETFINISHCOUNTERTOPCOUNTERTOP EDGEPROFILE AND MATERIALTALL OR BASECABINET FINISHMILLWORK FINISH KEYROOM FINISH KEYTBNOTE: NOTE ALL MAY APPLY.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 12:23:33 PMA162FIRST FLOORFINISH PLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1FIRST FLOOR FINISH PLAN0'2'4'8'FINISH LEGENDKEYED FINISH NOTESGENERAL FINISH NOTES#1XXX2XXX3XXX4XXX5XXX6XXX7XXX8XXX9XXX10 XXX1 PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL AREGIVEN WHEREVER POSSIBLE ON THE FINISH PLAN. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO BRING ANYDISCREPANCIES TO THE ATTENTION OF THE ARCHITECT SO THATTHE CORRECT MATERIAL IS INSTALLED.2 SEE INTERIOR ELEVATIONS FOR ADDITIONAL WALL AND BASEFINISHES, TYPICAL.3 REFER TO INTERIOR ELEVATIONS FOR LOCATION OF CABINETLOCKS.4 SEE REFLECTED CEILING PLAN FOR ADDITIONAL FINISHINFORMATION, TYPICAL.5 ADHESIVES AND FINISHES TO BE LOW VOC.6 ALL GYPSUM BOARD AT TOILET ROOMS TO BE MOISTURERESISTANT GYSPUM BOARD UNLESS OTHERWISE NOTED.7 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING,COUNTERTOPS AND LAVATORIES.8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTEREDUNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISENOTED.9 AT TRANSITIONS BETWEEN CARPET AND RESILIENT TILE,PROVIDE RESILIENT TRANSITION STRIP.10 NO RESILIENT TILE TO BE CUT LESS THAN 6", REFER TO FINISHPLAN FOR PATTERN.11 ALL WALL BASE TO BE B1 UNLESS OTHERWISE NOTED.12 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED13 MISCELLANEOUS ELECTRICAL PANEL COVERS, GRILLES, ETC. TOBE PAINTED TO MATCH ADJACENT WALL SURFACES.14 ALL METAL UNDER-COUNTER SUPPORT BRACKETS TO BEPAINTED TO MATCH ADJACENT WALL FINISH.15 ALL DOORS / FRAMES AND PAINTED WINDOW TRIM / FRAMESSHALL BE PAINTED P3 UNLESS OTHERWISE NOTED.16 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P5 UNLESSOTHERWISE NOTED ON REFLECTED CEILING PLAN.17 PROVIDE (1) ROBE HOOK MOUNTED AT 5'-6" AFF AND (1) MOUNTEDAT 4'-0" AFF AT EACH TOILET ROOM DOOR. CENTER HOOK ONINSIDE OF DOOR.REVISION SCHEDULENAME DATEADD-02 8/16/2016ADD-06 8/22/2016
---207FUTUREFIT-OUTTENANTB1PX1RT1203TOILET 3B1PX1RT1202AJANITORB1P1RT1202ELEVATORLOBBYB1P1RT2S202STAIR 2B1PX1RT1202BTOILET 2B1P1RT2S201STAIR 1PC1PC1/PL2C1201ELEVATORB1PX1RT1204TOILET 4SS3 TYPICALSS3 TYPICALRT2SS3 TYPICALSS3 TYPICALSS3 TYPICALSS3 TYPICALSS3 TYPICALRT3ROOM NUMBERWALL TREATMENTFLOOR TREATMENTBASE TREATMENTMARKER BOARDMB*EX = EXISTING TO REMAINTACKBOARD PANEL,REFER ALSO TOINTERIOR ELEVATIONSXXACCENT WALL PAINTOR FINISH SCOPEWCCTECB1W1F1101ROOM NAMEWALL CABINETFINISHCOUNTERTOPCOUNTERTOP EDGEPROFILE AND MATERIALTALL OR BASECABINET FINISHMILLWORK FINISH KEYROOM FINISH KEYTBNOTE: NOTE ALL MAY APPLY.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:05:37 PMA163SECONDFLOOR FINISHPLAN06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1SECOND FLOOR FINISH PLAN0'2'4'8'FINISH LEGENDKEYED FINISH NOTESGENERAL FINISH NOTES#1XXX2XXX3XXX4XXX5XXX6XXX7XXX8XXX9XXX10 XXX1 PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL AREGIVEN WHEREVER POSSIBLE ON THE FINISH PLAN. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO BRING ANYDISCREPANCIES TO THE ATTENTION OF THE ARCHITECT SO THATTHE CORRECT MATERIAL IS INSTALLED.2 SEE INTERIOR ELEVATIONS FOR ADDITIONAL WALL AND BASEFINISHES, TYPICAL.3 REFER TO INTERIOR ELEVATIONS FOR LOCATION OF CABINETLOCKS.4 SEE REFLECTED CEILING PLAN FOR ADDITIONAL FINISHINFORMATION, TYPICAL.5 ADHESIVES AND FINISHES TO BE LOW VOC.6 ALL GYPSUM BOARD AT TOILET ROOMS TO BE MOISTURERESISTANT GYSPUM BOARD UNLESS OTHERWISE NOTED.7 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING,COUNTERTOPS AND LAVATORIES.8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTEREDUNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISENOTED.9 AT TRANSITIONS BETWEEN CARPET AND RESILIENT TILE,PROVIDE RESILIENT TRANSITION STRIP.10 NO RESILIENT TILE TO BE CUT LESS THAN 6", REFER TO FINISHPLAN FOR PATTERN.11 ALL WALL BASE TO BE B1 UNLESS OTHERWISE NOTED.12 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED13 MISCELLANEOUS ELECTRICAL PANEL COVERS, GRILLES, ETC. TOBE PAINTED TO MATCH ADJACENT WALL SURFACES.14 ALL METAL UNDER-COUNTER SUPPORT BRACKETS TO BEPAINTED TO MATCH ADJACENT WALL FINISH.15 ALL DOORS / FRAMES AND PAINTED WINDOW TRIM / FRAMESSHALL BE PAINTED P3 UNLESS OTHERWISE NOTED.16 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P5 UNLESSOTHERWISE NOTED ON REFLECTED CEILING PLAN.17 PROVIDE (1) ROBE HOOK MOUNTED AT 5'-6" AFF AND (1) MOUNTEDAT 4'-0" AFF AT EACH TOILET ROOM DOOR. CENTER HOOK ONINSIDE OF DOOR.REVISION SCHEDULENAME DATE
BASEMENT FLOOR93' - 0"T/O EXISTINGPARAPET128' - 5"BHIGH VOLTAGELINE132' - 7 13/16"W06W04W04W04W05W04W01W02W01W01W02W01CFAILLUMINATED SIGNAGECANOPY FASCIACASTSTONE WATER TABLETO MATCH EXISTINGDRIVE-THRU TELLERBELOW GRADE PNEUMATICTUBE SYSTEMMETAL CANOPYMETAL FASCIAALUMINUMSTOREFRONT1' - 6 7/16"ALUMINUMSUNSHADEEXISTING BRICKEXISTING BRICKBELT-COURSEEXISTINGBRICK FRIEZEELEVATOR OVERRUN BEYONDEXISTING CASTSTONEWATER TABLESECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"ED14' - 6 1/256"12' - 10"8' - 1"4' - 2 3/4"SECURITYCAMERA, N.IC.SECURITYCAMERA, N.IC.SECURITYCAMERA, N.IC.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:05:50 PMA201SOUTHEXTERIORELEVATION06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059MSBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"B5SOUTH ELEVATIONREVISION SCHEDULENAME DATE
BASEMENT FLOOR93' - 0"T/O EXISTINGPARAPET128' - 5"CURTAIN WALLMETAL PANELBRICK MASONRY, TYPE AMETAL PANELSYSTEMW03W01W01W01W01W01W01W01W03W03W03W03S101BLTOP OF STEEL123' - 0"BRICK BELT COURSE, TYPE BBRICK CUT SOLDIERCOURSE, TYPE BMETAL COPINGMETAL CANOPYILLUMINATED SIGNCABINET N.I.C.METAL CANOPYILLUMINATEDSIGNAGE, N.I.C.ILLUMINATED SIGNCABINET, N.I.C.T/FOUNDATIONWALL98' - 4"PANEL JOINTSALUMINUM STOREFRONTALUMINUM SUNSHADEEXISTING BRICKEXISTING BRICK BELT-COURSEEXISTING BRICKFRIEZEALUMINUM SUNSHADEA207A6EXISTING BUILDINGCASTSTONE WATER TABLETO MATCH EXISTINGEXISTING CASTSTONEWATER TABLECASTSTONE WATER TABLETO MATCH EXISTINGMETAL GUTTERNORTH ENTRANCEFLOOR98' - 11 1/2"4' - 4"SECOND FLOORFINISH FLOOR113' - 11"ADDITIONEQ4' - 0"EQEQ4' - 0"EQ2' - 6"T/O ELEVATORWALL129' - 0"BRICK SOLDIERCOURSE, TYPE BADD-028/16/2016A202BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:52:06 AMA202EASTEXTERIORELEVATION06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, GMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"B4EAST ELEVATIONREVISION SCHEDULENAME DATEADD-02 8/16/2016
BASEMENT FLOOR93' - 0"BHIGH VOLTAGELINE132' - 7 13/16"PREFINISHED METALWALL PANELTOP OF STEEL123' - 0"CFAROOF HATCHT/FOUNDATIONWALL98' - 4"ELEVATOR PIT89' - 0"A207A3EQ4' - 0"EQENTRANCE CANOPY SYSTEMILLUMINATEDSIGNAGE, N.I.C.ALUMINUM SUNSHADEEXISTING BRICKEXISTING BRICK BELT-COURSEEXISTING BRICK FRIEZECASTSTONE WATER TABLETO MATCH EXISTINGEXISTING CASTSTONEWATER TABLEALUMINUM SUNSHADEDRIVE-THRU TELLERBELOW GRADE PNEUMATICTUBE SYSTEMMETAL CANOPYMETAL FASCIAALUMINUM SUNSHADEEXISTING BRICKEXISTING BRICK BELT-COURSEEXISTING BRICK FRIEZEMETAL COPINGMETAL GUTTERMETAL GUTTER AND DOWNSPOUTCONDENSING UNITS, SEEMECHANICAL DRAWINGSNORTH ENTRANCEFLOOR98' - 11 1/2"NORTH ENTRANCEFLOOR98' - 11 1/2"SECOND FLOORFINISH FLOOR113' - 11"EDB/O ELEVATORHOIST BEAM127' - 8"BRICK BELT COURSE, TYPE BBRICK SOLDIERCOURSE, TYPE B2' - 6"4' - 2 3/4"10' - 0"T/O ELEVATORWALL129' - 0"SECURITY CAMERA, N.IC.SECURITY CAMERA, N.IC.ADO PUSH PADCARD READER, N.IC.E7A002TYPBRICK MASONRY, TYPE ABELT COURSE, TYPE BE9A002E9A002EXPANSION JOINTGLAZING FILM, N.I.C.ADD-028/16/2016A203ADD-068/22/2016A203BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 12:22:46 AMA203NORTHEXTERIORELEVATION06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, GMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"B3NORTH ELEVATIONREVISION SCHEDULENAME DATEADD-02 8/16/2016ADD-06 8/22/2016
BASEMENT FLOOR93' - 0"BASEMENT FLOOR93' - 0"T/O EXISTINGPARAPET128' - 5"312NIGHTDEPOSIT, N.I.C.W05W05W05W05W01W01W01W01TOP OF STEEL123' - 0"ATM, N.I.C.ELEVATOR PIT89' - 0"A207A6NORTH ENTRANCEFLOOR98' - 11 1/2"SECOND FLOORFINISH FLOOR113' - 11"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"9' - 1"14' - 11 1/2"5' - 11 1/2"4' - 0"14' - 6"12' - 10"8' - 1"DRIVE-THRU TELLERBELOW GRADE PNEUMATICTUBE SYSTEMALUMINUM SUNSHADEEXISTING BRICKEXISTING BRICK BELT-COURSEEXISTING BRICK FRIEZECONDENSING UNITS, SEEMECHANICAL DRAWINGSSTREEL ROD, REFER TOSTRUCTURAL DRAWINGSMETAL FASCIAMETAL CANOPYMETAL FASCIAPREFINISHED METALWALL PANELROOF HATCHMETAL GUTTEREXISTING BUILDINGADDITIONBRICK BELTCOURSE, TYPE BBRICK SOLDIERCOURSE, TYPE BMETALDOWNSPOUTEQ4' - 0"EQ8"EQEQ± 5 3/8"T/O ELEVATORWALL129' - 0"SECURITY CAMERA, N.IC.CONDENSING UNITDISCONNECTS, SEEELECTRICAL DRAWINGSALIGNALIGNALIGNALIGNALIGNALIGNSECURITYCAMERA, N.IC.LIGHT FIXTURE, REFER TOELECTRICAL DRAWINGSEQEQLIGHT FIXTURE, REFER TOELECTRICAL DRAWINGS± 8"ALIGNALIGNPREFINISHEDMETAL COPINGMETAL ROOF EDGEADD-028/16/2016A204ADD-028/16/2016A204BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:52:15 AMA204WESTEXTERIORELEVATION06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059MSBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"B3WEST ELEVATIONREVISION SCHEDULENAME DATEADD-02 8/16/2016
A207D9CAST STONE TOMATCH EXISTINGLIMESTONEWATER TABLEONE-SIDEDILLUMINATEDSIGN CABINET5/8"2 1/2"3/8"3/8"2 1/2"5/8"3' - 0" MAXIMUMCONDUIT, REFERTO ELECTRICALDRAWINGS1' - 0"2' - 0" MAXIMUMLED MODULEACRYLIC FACE PLATEFINISH: TRANSLUCENTWHITEACRYLIC EDGE TRIMFINISH: WHITEALUMINUM HOUSINGFINISH: WHITEAA SECTION A-ASOUTH ELEVATION10"3/8"2 1/2"5/8"ADHERED VINYLGRAPHIC ANDLETTERS, FINISH:BURGUNDYADHERED VINYLLETTERSFINISH: BLACKADHERED VINYLGRAPHIC ANDLETTERS, FINISH:BURGUNDYSOLID GROUTFINISHED GRADEREFER TO LANDSCAPEDRAWINGSTURF SOILLANDSCAPEDRAWINGSADHERED VINYLLETTERSFINISH: BLACK8 3/4"5/8"2 1/2"3/8"3"POWDER-COATEDALUMINUM SIGNCABINET, N.I.C.3' - 0" MAXIMUMEQ 3' - 0" EQEQ3' - 0"EQA207F7A207F9ILLUMINATED CHANNELSIGNAGE, N.I.C.RACEWAY, N.I.C.CHANNEL SIGNAGEMETAL FASCIASTANDOFF5' - 9"EQ5"EQ JOINTJOINT1 1/2"1 1/2"A3A207POWDER-COATED ALUMINUMSIGN CABINET, N.I.C. FINISH TOMATCH EFCO MEDIUM BRONZEILLUMINATED SIGN GRAPHIC,FINISH TRANSLUCENT BURGUNDYSTEEL CHANNEL, REFER TOSTRUCTURAL DRAWINGSSTEEL BEAM, REFER TOSTRUCTURAL DRAWINGSPOWDER-COATED STEELANGLE FRAME, FINISH TOMATCH EFCO MEDIUM BRONZEPOWDER-COATED 1 1/2" X3" WELDED WIRE MESH,EQUAL STUBS ON OPPOSITESIDES, FINISH TO MATCHEFCO MEDIUM BRONZE2' - 4 1/2"1/2"6' - 9 1/4"2 1/4" 2' - 7" 2 1/4"4"POWDER-COATED STEEL PLATEWELDED TO STEEL CHANNELPOSTS, FINISH TO MATCH EFCOMEDIUM BRONZEPOWDER-COATED STEELFASTENERS @ 12" O.C.FINISH TO MATCH EFCOMEDIUM BRONZEFINISHED GRADE, REFERTO LANDSCAPE DRAWINGSCONDUIT, RUN INSIDESTEEL CHANNEL, REFERTO ELECTRICAL DRAWINGSNORTH ENTRANCEFLOOR98' - 11 1/2"6 1/2"2"A3A207CONDUIT, REFERTO ELECTRICALDRAWINGSPREFINISHED METALDOWNSPOUT, ATSOUTH ENTRANCEFACE OF LIMESTONEWATER TABLE ATSOUTH ENTRANCEFACE OF BRICK ATSOUTH ENTRANCEEDGE OF CANOPYROOF ABOVE ATSOUTH ENTRANCENORTH ENTRANCEFLOOR98' - 11 1/2"6 1/2"POWDER-COATED ALUMINUMSIGN CABINET, N.I.C. FINISH TOMATCH EFCO MEDIUM BRONZESTEEL CHANNEL, REFER TOSTRUCTURAL DRAWINGSSTEEL BEAM, REFER TOSTRUCTURAL DRAWINGSPOWDER-COATED STEELANGLE FRAME, FINISH TOMATCH EFCO MEDIUMBRONZEPOWDER-COATED 1 1/2" X 3"WELDED WIRE MESH, EQUALSTUBS ON OPPOSITE SIDES,FINISH TO MATCH EFCOMEDIUM BRONZEPOWDER-COATED STEEL PLATEWELDED TO STEEL CHANNELPOSTS, FINISH TO MATCH EFCOMEDIUM BRONZEPOWDER-COATED STEELANGLE FRAME, FINISH TOMATCH EFCO MEDIUM BRONZEPOWDER-COATED STEELANGLE FRAME, FINISH TOMATCH EFCO MEDIUMBRONZEBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:07:15 PMA207SIGNAGE06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, KMMRENOVATIONS & ADDITIONS TO 1/8" = 1'-0"D1NORTH ELEVATION 1" = 1'-0"B9WAYFINDING SIGNAGE - PARKING LOT ENTRANCE 1/2" = 1'-0"D9SIGNAGE ELEVATION 1" = 1'-0"F7WAYFINDING SIGNAGE - ATM 1" = 1'-0"F9WAYFINDING SIGNAGE - DRIVE-THRU TELLERGLAZING FILM ADHERED TO INTERIORFACE OF CURTAIN WALL GLASS PANELFINISH: BURGUNDY 3/4" = 1'-0"A6BUILDING SIGNAGE - ELEVATION 1 1/2" = 1'-0"A9WAYFINDING SIGNAGE - PLAN DETAIL 1 1/2" = 1'-0"A3SIGN DETAIL - SECTIONREVISION SCHEDULENAME DATE
FECSDFPFAEDTPP HO OSTVSH(Unless Otherwise Noted)IJINTERIOR ELEVATION SYMBOLS AND TYPICAL MOUNTING HEIGHTS102800 - TOILET AND BATH ACCESSORIES210000 - FIRE SUPRESSIONABCDETYPE 1TYPE 2FGHKLNO5' - 6"4' - 0" (ADA)7' - 2"4' - 0"7' - 2"4' - 0"6"4' - 0" U.O.N.COAT HOOK4' - 0"6' - 8"4' - 6"FIREEXTINGUISHERCABINET (FEC)FIRE ALARMPULLFIRE ALARMSMOKE DETECTOR1 1/2" MIN.1' - 0" MIN3' - 2"TYPE 1TYPE 2TYPE 3MGLAZING FILM - GF1(ALTERNATE #002)WOOD PANEL1. 4" BASE TYPICAL, U.O.N., REFER TO FINISH PLANS FOR TYPE2. OUTLETS, SWITCHES, THERMOSTATS, ALARMS, ETC. SHOWNFOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR FULL SCOPE.3. PROVIDE 1' - 0" TALL BY 5' - 0" WIDE (U.O.N.) BLOCKING FORALL WALL MOUNTED EQUIPMENT AND ACCESSORIES4. REFER TO FINISH PLANS FOR ADDITIONAL ROOM ANDMILWORK FINISH INFORMATION5. REFER TO INTERIOR ELEVATIONS FOR LOCATION OF LOCKSINTERIOR ELEVATION GENERAL NOTES:INTERIOR MATERIAL LEGEND:CASEWORK TAG:ABDEFGIJSANITARY NAPKIN DISPENSERPAPER TOWEL DISPENSERSOAP DISPENSER, N.I.C.MIRROR (TOP)LAVATORYTOP OF WATER CLOSET SEATGRAB BARITEMWASTE RECEPTACLECKLTOILET PAPER DISPENSERURINALMOUNTINGHEIGHTCODE REF.ICC/ANSIA117.1-20036'- 2" MINMNODRINKING FOUNTAINSHOWER CURTAIN RODFOLDING SHOWER SEATSHOWER CONTROLSGRAB BAR AT TUBSOAP DISH AT TUBTOILET SEAT COVER DISPENSERTOILET PARTITION PUSH PLATE1' 6"2'- 11"1' - 10", 1 @ 1'- 5"2'- 10"3'- 8"(1) 3'- 6" (2) 3'- 0"3'- 6"3'- 6"3'- 6"2' - 3"9"606.3604.4604.5604.7605.2602.4HOLT Stnds.610.3608.5HOLT Stnds.HOLT Stnds.HOLT Stnds.HOLT Stnds.HOLT Stnds.HOLT Stnds.HOLT Stnds.HOLT Stnds.3'- 0"ITEMCODE REF.ICC/ANSIA117.1-2003HMIRROR (BOTTOM)3'-4" MAX603.31'- 3" - 4' - 0"1' - 6"HAND DRYER3'- 6"HOLT Stnds.SOAP DISH/ CORNER BASKET AT SHOWER3'- 6"HOLT Stnds.QRTUVITEMSCODE REF.ICC/ANSIA117.1-20033'- 4"3' - 6"6' - 10"MOUNTINGHEIGHTMOUNTINGHEIGHTHOLT Stnds.260000 - ELECTRICAL DEVICES224000 - PLUMBING FIXTURES270000 - COMMUNICATION SYSTEMSQRST(1)T(2)UV1' - 6"5' - 6" UON7' - 2" UON3' 10" UON6' - 8" UONPOWER RECEPTACLEPOWER DOOR OPERATORPUSH PLATEDOOR HOLD OPENOCCUPANCY SENSORLIGHT SWITCHTHERMOSTATWALL SCONCELIGHT FIXTUREVALANCE LIGHTFIXTURECLOCK, N.I.C.WALL MOUNTED FLATPANEL TELEVISIONDATA RECEPTACLEUON1' - 6"WALL MOUNTEDTELEPHONE5' - 6" UONHUMIDITY CONTROLANALOG PHONE RECEPTACLEFAIL SAFE PHONE RECEPTACLEPFSANALOG FAX RECEPTACLEF4' - 0"FIG. 308.2.1UNOBSTRUCTED FORWARD REACHFIG. 308.2.2OBSTRUCTED HIGH FORWARD REACHFIG. 308.3.1UNOBSTRUCTED SIDE REACHFIG. 308.3.2OBSTRUCTED HIGH SIDE REACHPROTRUDING OBJECTSCLEAR FLOOR SPACEUnless otherwise specified may include kneeand toe clearancesCIRCULAR TURNING SPACEMay include knee and toe clearances'T-TURN' TURNING SPACEMay include knee and toe clearances only atthe end of either the base or one arm.ForwardApproachSideApproachNOTE: REQUIRED CLEARANCE MAYINCLUDE GRAB BARS, PAPERDISPENSERS, SANITARY NAPKINRECEPTACLES, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOORSPACE OF OTHER FIXTURES ANDTURNING SPACE. NO OTHER FIXTURES OROBSTRUCTIONS SHALL BE WITHIN THEREQUIRED WATER CLOSET CLEARANCE.48" MAX48"15" MIN.20" MAX48" MAX25" MAX44" MAX48" MAX15" MIN.46" MAX24" MAX34" MAX.48" MAX10"34" MAX.4" MAX80"27"4'-0"2'-6"5'-0"5'-0"3'-0"1'-0"3'-0"1'-0"15"5"3"3' -4"2' -11"3' -4"4' -0"4' -0"EXCEPTIONS:(1) HANDRAILS MAY PROTRUDE 4-1/2" MAX.(2) DOOR CLOSERS & STOPS MAY BE 78" MIN. ABOVE THE FLOORFIG. 307.2FIG. 603.4COAT HOOK & SHELF MOUNTING HEIGHTSFIG. 603.3MIRROR MOUNTING HEIGHTSNOTE: SEE REACH RANGES FORCOAT HOOK MOUNTING HEIGHTSNOTE: HEIGHT TO EDGE OFREFLECTIVE SURFACEFIG 604.3CLEARANCE AT WATER CLOSETSFIG 602.5DRINKING FOUNTAIN SPOUT LOCATIONFIG. 604.4 & FIG. 604.5.1 & FIG. 604.7WATER CLOSET HEIGHTSFIG. 604.5.2REAR WALL GRAB BAR FOR WATER CLOSET3' - 6"2' -10"1' -0"4' - 8"3' -5"3' - 4"1'- 6"2' -10"9"11_2"TYPICAL CLEARANCES AND REACH RANGES - ANSI 20035' -0"4' -8"1' -3".PLAN VIEW1' - 6"1' - 0"2' - 0"TYPICAL MOUNTING HEIGHTS AND CLEARANCES FOR PLUMBING FIXTURESFIG 608.2.2STANDARD ROLL-IN-TYPE SHOWERCOMPARTMENT SIZE AND CLEARANCEFIG 608.3.2GRAB BARS IN STANDARD ROLL-IN-TYPESHOWERFIG 608.5.2STANDARD ROLL-IN-TYPE SHOWERCONTROL AND HANDSHOWER LOCATION6' - 9" MIN6' - 2" MINUFAS FIG 37 (B)STANDARD ROLL-IN-TYPE SHOWERCONTROL AND HANDSHOWERLOCATION34"6" MAX38" MIN48" MAX1' - 6"2' - 6"34"6" MAX6" MAXBACK WALL6" MAX6" MAX30" MIN6" MAX60" MINUFAS3' - 0"CONTROLLOCATION18"SHELF36" MIN.5' - 1"2"HINGED SIDE OF DOORROOM SIGN, SEESCHEDULELATCH SIDE OF DOOREDGE OF DOOR FRAMEOR EDGE OF OPENINGSIGN MOUNTING ELEVATIONTRANSLUCENT RESINPANEL (TRP1)3' - 2"BACK WALL36" MIN3' - 0"36" MIN48" MINSEATWALLCONTROLWALLFIG 608.2.1TRANSFER-TYPE SHOWER COMPARTMENTSIZE AND CLEARNCE48" MAX38" MINCONTROLWALLFIG 608.5.1TRANSFER-TYPE SHOWERCONTROLS AND HANDSHOWERS LOCATION15" MAX15" MAXTACK BOARDMARKERBOARDMAGAZINERACKCORNERGUARD????CABINET DESIGN SERIES NO.(CDS NO.) PER ARCHITECTURALWOODWORK INSTITUTE (AWI),SEE A551 FORCORRESPONDING DETAILSCABINET HEIGHTCABINET DEPTHCABINET WIDTHNOTES:1. WALL CABINET HEIGHT INCLUDES 2" VALANCE AT BOTTOM OFCABINET, UNLESS OTHERWISE NOTED.2. BASE CABINET HEIGHT INCLUDES 1 1/2" THICKNESS OFCOUNTERTOP, UNLESS OTHERWISE NOTED.3. CABINET DEPTH DOES NOT INCLUDE DOOR.ARCHITECTURAL GLASS - TYPE 4 -TGP(BASE CONTRACT)BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:07:19 PMA250TYPICALMOUNTINGHEIGHTS ANDELEVATIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TOREVISION SCHEDULENAME DATE
EFAEEEEEEEDDEDEEDESEDEEEFAEMEMOSEDESOSEDEEEMIRROR2' - 3"PAPER TOWELDISPENSER, N.I.C.GRAB BAR1' - 0"SOAP DISPENSER, N.I.C.TOILET TISSUEDISPENSER, N.I.C.4' - 0"BASEBOARD HEATERREFER TO ELECTRICAL DRAWINGSWASTE RECEPTACLE, N.I.C.,GRAB BAR302M14"32"36"301M14"32"12"COUNTERTOP WITHINTEGRAL SINK,BACKSPLASH ANDSIDESPLASHESO P E N T O
B E Y O N DFILLER PANELWALL CABINETBASE CABINETFILLER PANEL25424"34"18"ADD-068/22/2016F7/A251153S24"34"21"301M14"28"24"90424"34"18"SCRIBEROLLERSHADEWINDOW STOOL2"REFRIGERATOR, N.I.C.FILLER PANEL326M14"32"28"MICROWAVE, N.I.C.7' - 0"10"5' - 5"ROLLER SHADEMARKERBOARDWINDOWSTOOLRETURN AIR GRILLE,REFER TO MECHANICALDRAWINGSLOCATION OF DOORIN OPEN POSITION7' - 9 1/2"ALIGNMECHANICAL DUCTS,REFER TO MECHANICALDRAWINGSADD-068/22/2016B3/A251100P23"42"21"90324"42"24"302M14"30"48"301M14"30"24"302M14"30"48"301M14"30"16"ROLLERSHADEWINDOWSTOOLEQMARKER BOARDWALLCABINETBASECABINETSCRIBECOUNTER TOP6' - 0"MARKERBOARDPRINTER /COPIER, N.I.C.2"3' - 6"21124"42"24"ADD-068/22/2016B1/A251ADD-068/22/2016B1/A251EQADD-068/22/2016B1/A251KEYPAD, N.I.C.REFER TOELECTRICALDRAWINGS12" x 12" x 72"SINGLE TIERACCESSIBLELOCKERSRETURN AIRGRILLE, REFERTO MECHANICALDRAWINGSMARKER BOARDEQ6' - 0"EQTIME CLOCK, N.I.C.ROLLERSHADEWATER COOLER, N.I.C.6' - 4"F1A551PROVIDE CUT-OUT INMARKER BOARD TOACCOMMODATERECEPTACLESALIGN4' - 0"1' - 3"1' - 3"ELEVATOR SUMPPUMP ALARMROLLERSHADEWINDOWSTOOL4' - 2"5' - 10 13/16" GLAZING FILM -GF1,ALTERNATE 002EQEQMSA561D3STEEL COLUMNSTEEL BEAMSECURITY CAMERA,N.I.C., REFER TOELECTRICALDRAWINGSROLLERSHADE4' - 2"5' - 10 31/32"ALTERNATE002FIRE EXTINGUISHER CABINETADD-068/22/2016D7/A251SECURITY CAMERA,REFER TOELECTRICALDRAWINGSDUCT, REFERTO MECHANICALDRAWINGSMOTION SENSOR, REFER TOELECTRICAL DRAWINGSFIRE EXTINGUISHER CABINETCRTELEVISION, N.I.C.RETURN AIR GRILLE,REFER TO MECHANICALDRAWINGS7' - 2"3' - 7 1/2"EQEQOPEN TO BEYONDADD-068/22/2016B5/A251COMPUTER CPU,BY OTHERS, N.I.C.CPU HOLDERSTEELCOLUMNFACE OFWALL,BEYONDCOAT HOOKOPEN TOBEYONDD3A561CARD READER, REFER TOELECTRICAL DRAWINGSCOUNTERTOPOPEN TO BEYOND22215"41"48"21115"41"24"3' - 5"METAL WALLCLEAT1C2' - 10"SURFACE-MOUNT RECEPTACLESAND CONDUIT INSIDE STEELCOLUMN FLANGESCPU HOLDERA5A402-ADD-06WALL-MOUNTED COMPUTERARM, BY OTHERS, N.I.C.DUCT, REFER TOMECHANICAL DRAWINGS3/16" STEEL PLATE WELDEDTO BENT STEEL PLATE LLH15"X12"X3/16"DOOR SCOPE,REFER TO DOORSCHEDULE1' - 6"1' - 6"5' - 6"BLOCKING8' - 0"WINDOWSTOOLCOUNTER TOPWOODEN RELIEF(MAP, N.I.C.)ROLLER SHADE1' - 2"6' - 0"STEELCOLUMN2' - 3"A1A551A3A5516"6"ADD-068/22/2016A8/251COUNTERTOPWINDOWSTOOLROLLERSHADEADD-068/22/2016A1/A251METALWALLCLEATADD-068/22/2016A1/A251BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 1:12:34 PMA251INTERIORELEVATIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059ELMRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"F1TOILET 1 - 110A - WEST 1/4" = 1'-0"F2TOILET 1 - 110A - NORTH 1/4" = 1'-0"F4TOILET 1 - 110A - EAST 1/4" = 1'-0"F7STAFF LOUNGE 110 - WEST 1/4" = 1'-0"F9STAFF LOUNGE 110 - NORTH 1/4" = 1'-0"B3BUSINESS HUB 107 - EAST 1/4" = 1'-0"B1BUSINESS HUB 107 - WEST 1/4" = 1'-0"D2STAFF LOUNGE 110 - SOUTH 1/4" = 1'-0"D4CORRIDOR 105 - NORTH 1/4" = 1'-0"D7CORRIDOR 105 - SOUTH 1/4" = 1'-0"B7TELLER - RECEPTION 103 - NORTH 1/4" = 1'-0"B9TELLER - RECEPTION 103 - EAST 1/4" = 1'-0"B5TELLER - RECEPTION 103 - WEST 1/4" = 1'-0"F5TOILET 1 - 110A - SOUTH 1/4" = 1'-0"A6TELLER 103 - EAST 1/4" = 1'-0"A3TELLER 103 - NORTH 1/4" = 1'-0"A8TELLER 103 - SOUTH 1/4" = 1'-0"A1TELLER 103 - WESTREVISION SCHEDULENAME DATEADD-06 8/22/2016
ETEEESSTFAEFASLIGHT FIXTURE, REFER TOELECTRICAL DRAWINGSWATER COOLER, REFER TOPLUMBING DRAWINGSELEVATORHALL STATION4' - 0"ELEVATORHALL LANTERNFAN COIL, REFER TOMECHANICAL DRAWINGS302M14"32"39"302M14"32"39"COUNTERTOPOPEN TO BEYOND2' - 6"2' - 0"3' - 6"HANDRAIL1' - 0"1' - 0"A561D5HANDRAILFAN COIL UNIT,REFER TOMECHANICALDRAWINGSHANDRAILELEVATORHALL STATIONELEVATORHALL LANTERN8' - 6"8"WALL MOUNTED TANCOILUNIT, REFER TOMECHANICAL DRAWINGSMARKER BOARD4' - 0"7' - 0"GRAB BARMIRROR, 24"x36"6' - 2"1' - 3"SOAP DISPENCERPAPER TOWELDISPENCER, N.I.C.TRASH RECEPTACLE,N.I.C.2' - 6"GRAB BARMIRROR (24" x 72")COAT HOOK4' - 0"1' - 9"1' - 0"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 11:16:36PMA252INTERIORELEVATIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"B3ELEVATOR LOBBY 202 - EAST 1/4" = 1'-0"B6ELEVATOR LOBBY 202 - SOUTH 1/4" = 1'-0"B1ELEVATOR LOBBY 202 - WEST 1/4" = 1'-0"F7VAULT 1-3A - EAST 1/4" = 1'-0"F9VAULT 1-3A - WEST 1/4" = 1'-0"D3NORTH VESTIBULE 102 - EAST 1/4" = 1'-0"D6NORTH VESTIBULE 102 - SOUTH 1/4" = 1'-0"D1NORTH VESTIBULE 102 - WEST 1/4" = 1'-0"F3SOUTH VESTIBULE 104 - EAST 1/4" = 1'-0"F1SOUTH VESTIBULE 104 - WESTREVISION SCHEDULENAME DATEADD-03 8/17/2016 1/4" = 1'-0"A3TOILET 2 - 202B - EAST (TYPICAL) 1/4" = 1'-0"A1TOILET 2 - 202B - NORTH (TYPICAL) 1/4" = 1'-0"A4TOILET 2 - 202B - SOUTH (TYPICAL) 1/4" = 1'-0"A6TOILET 2 - 202B - WEST (TYPICAL)ADD-038/17/2016A252
BASEMENT FLOOR93' - 0"BSTORAGECORRIDORMECHANANICALFUTURE FIT-OUT TENANTA503D1A503D1A651A1A651A1AOFFICE 1MANAGERTELLERA504A2T/FOUNDATIONWALL98' - 4"5' - 4"2' - 9"12' - 10"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"D5 7/8"BASEMENT FLOOR93' - 0"BASEMENT FLOOR93' - 0"BELEVATOR LOBBYSTAIR 1A312A3A311A8TOP OF STEEL123' - 0"TOP OF STEEL123' - 0"ELEVATORELEVATORNORTH VESTIBULESTAIR 1CFAEXISTING BUILDINGBEYONDELEVATOR PIT89' - 0"NORTH ENTRANCEFLOOR98' - 11 1/2"SECOND FLOORFINISH FLOOR113' - 11"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"FIRST FLOORFINISH FLOOR101' - 1"EDB/O ELEVATORHOIST BEAM127' - 8"4' - 0"8' - 1"12' - 10"9' - 1"4' - 8"T/O ELEVATORWALL129' - 0"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:07:48 PMA301BUILDINGSECTIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"D4BUILDING SECTION EAST-WEST THROUGH MAIN BANK @ EXISTING 1/4" = 1'-0"A4BUILDING SECTION EAST-WEST THROUGH STAIR @ ADDITIONREVISION SCHEDULENAME DATE
BASEMENT FLOOR93' - 0"T/O EXISTINGPARAPET128' - 5"312ELEVATOR LOBBYELEVATOR MACHINECORRIDORSPRINKLER/WATER SERVICETOP OF STEEL123' - 0"A312A72.52.21.5TELLERSOUTH VESTIBULENORTH VESTIBULE14' - 6"12' - 10"A504D1NORTH ENTRANCEFLOOR98' - 11 1/2"A561D5SECOND FLOORFINISH FLOOR113' - 11"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"FIRST FLOORFINISH FLOOR101' - 1"FUTURE FIT-OUT TENANT9' - 1"12' - 10"2' - 1 1/2"T/O ELEVATORWALL129' - 0"A001A47' - 6 5/8"9'-2 1/4"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:07:54 PMA302BUILDINGSECTIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059MSBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"C3BUILDING SECTION NORTH-SOUTH THROUGH SKYLIGHTREVISION SCHEDULENAME DATE
EWS1BEWS1CRS 1EWS 3RS 1RS 1EWS2BRS 1SIMFWS 1FWS 1RS 1EWS1BEWS1CEWS1CFWS 2BASEMENT FLOOR93' - 0"3A503A8A504D53'-4 1/2"17'-9 1/4"A502A7A001B7A5061TOP OF STEEL123' - 0"9' - 1"12' - 10"2' - 1 1/2"5' - 11 1/2"2.52' - 10 1/2"2' - 2 27/32"NORTH ENTRANCEFLOOR98' - 11 1/2"2A506SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"BASEMENT FLOOR93' - 0"B/O CURTAIN WALL- EAST103' - 4"A001E9SIMA504D8A503B4TOP OF STEEL123' - 0"FNORTH ENTRANCEFLOOR98' - 11 1/2"NORTH STAIRLANDING 3111' - 0 5/8"SECOND FLOORFINISH FLOOR113' - 11"4' - 0"1' - 11 1/2"1/2"BASEMENT FLOOR93' - 0"3STAIR ROOF - B/ODECKING123' - 6"A503A8A001A7A001A7TOP OF STEEL123' - 0"SIMNORTH ENTRANCEFLOOR98' - 11 1/2"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"T/O ELEVATORWALL129' - 0"1/2"1' - 11 1/2"4' - 0"A002E7A002E9BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:00 PMA311WALLSECTIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, EM, GMRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"A1WALL SECTION THROUGH NORTH CURTAIN WALL @ ADDITION 1/2" = 1'-0"A8WALL SECTION THROUGH EAST CURTAIN WALL @ ADDITION 1/2" = 1'-0"A6WALL SECTION THROUGH NORTH EXISTING WALL @ ADDITIONREVISION SCHEDULENAME DATE
EWS-2CEWS-1AFWS-1RS 2RS 1EWS 3EWS 3BASEMENT FLOOR93' - 0"A503A1LAYOUT JOINTPATTERN ACCORDINGTO ELEVATIONSIMELEVATOR PIT89' - 0"NORTH ENTRANCEFLOOR98' - 11 1/2"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"B/O ELEVATORHOIST BEAM127' - 8"1' - 4"13' - 9"20' - 11"T/O ELEVATORWALL129' - 0"12' - 10"2' - 1 1/2"5' - 11 1/2"FIRST FLOOR101' - 0"SECOND FLOOR113' - 10"BASEMENT FLOOR93' - 0"T/O EXISTINGPARAPET128' - 5"TOP OF STEEL123' - 0"A503D15' - 5"9' - 2"12' - 10"8' - 0"T/FOUNDATIONWALL98' - 4"A651A1A505E1SIGNAGE7' - 4 3/4"DOOR SWINGRAILING WITH VOLUTEALIGNEXPANSION JOINTSUN SHADECONTINUE INSULATIONTO CEILINGNORTH STAIRLANDING 2106' - 5 1/4"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:05 PMA312WALLSECTIONS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"A3WALL SECTION THROUGH ELEVATOR WEST WALL @ ADDITION 1/2" = 1'-0"A7WALL SECTION THROUGH ENTRY NORTH WALL @ EXISTINGREVISION SCHEDULENAME DATE
DEDEDEDSDEDEB12A401A6A401F4SUPPORT FRAMELEG, BELOWA1A402-ADD-06A401F1A9A401100SCDS CDS 160 1/2"D1A402-ADD-061' - 4"6"6"11"8' - 0"7' - 1"1C9' - 7"1' - 3"A5A402-ADD-063' - 1"V.I.F.± 3' - 2 3/8"2' - 6"6"CLEAR3' - 0" MINIMUMR 4' - 6"F3A551D5A402-ADD-06FACE OFWALL BELOWFACE OFWALL BELOWGROMMET,COORDINATELOCATIONWITH OWNERA1A402-ADD-064' - 4"4' - 4"6"6"5' - 8"2' - 2 1/4"LIGHTBOXTRP1CDS 160100SCDS2"CDS 100P211CDSCDS 211 VAT 2" CDS 160100SCDSCDS 100P5"5"LIGHTBOXTRP1LIGHTBOXTRP14 1/2"6"2' - 7"CPU HOLDER, BELOWBASIS-OF-DESIGN: HUMANSCALECPU HOLDER CPU600 COLOR: BLACKCONTINUOUSBENT STEELPLATE, BELOWCONTINUOUSBENT STEELPLATE, BELOW1"1' - 6"3"1' - 9"1' - 0"STEEL PLATEBENT STEELPLATEGROMMETCOORDINATELOCATIONSWITH OWNERGROMMETCOORDINATELOCATIONSWITH OWNERRECESSEDPOWER/DATARECEPTACLE/GROMMET5"2' - 4"2' - 4"4"5 1/2"TYP3"TYP3"9 1/4"9 1/4"STEEL PLATE,BELOWADD-06ADD-06ADD-06COUNTERTOPSLIDING SHELFCOUNTERTOP SUPPORT FRAME100S24"41"7"100S24"41"7"PROVIDE DOUBLE END PANELAT CDS 160 CABINET ATCOUNTERTOP WATERFALLEDGE, TYPICAL TO ALLOW FORCOPING OF TOP OUTSIDE EDGECDS 16016024"41"45 1/4"OPEN FOR PPEBANK CABINETOPEN FOR PPEBANK CABINETL-SHAPED 1/2" SOLIDSURFACE PANEL (SS2)4"16024"41"44 1/2"21110"41"22"2" CDS 1601 1/2"3' - 5"2' - 5"COPE TOP OF CABINETTO COUNTERTOP RADIUSD1A402-ADD-061' - 1 1/2"OPEN FOR VATPROVIDE TOE-KICK ONHINGE SIDE OF CABINET5' - 0"ALIGNOPENFOR ECR1 1/2"GROMMET, COORDINATELOCATION WITH OWNERHEAVY DUTY STAINLESS STEEL PIANO HINGE.FINISH TO MATCH DOOR HARDWARE FINISHLIGHTBOXSWITCHCALL "PANIC" BUTTONA1A402-ADD-06ALIGNTRANSLUCENT RESIN PANELLIGHT BOX, FINISH TRP1WALL-MOUNTED COMPUTER ARMBY OTHERS, N.I.C. COORDINATEEXACT MOUNTING HEIGHT ANDLOCATION WITH OWNER, TYPICALSS2D1A402-ADD-06SS2ALIGNSS1SS2SS2COPE CORNER OF SOLIDSURFACE PANEL TOMATCH COUNTERTOPRADIUSCOUNTERTOPSUPPORTFRAME LEGGROMMET, COORDINATELOCATION WITH OWNERF3A551Sim100P30"41"20"100S24"41"7"F3A55116024"41"45 1/4"OPEN FOR PPEBANK CABINETSLIDING SHELFPROVIDE DOUBLE END PANEL ATCOUNTERTOP WATERFALL EDGE,TYPICAL TO ALLOW FOR COPINGOF TOP OUTSIDE EDGECOPE TOP OF CABINETTO COUNTERTOP RADIUSR 1 1/2"3' - 5"SOLID SURFACEDIVIDER (SS2)5' - 0"2' - 3"1 1/2"F3A5511 1/2"TRANSLUCENT RESIN PANELLIGHT BOX, FINISH TRP1SS1SS2SS2COPE CORNER OF SOLID SURFACEPANEL TO MATCH COUNTERTOP RADIUSWALL-MOUNTED COMPUTER ARMBY OTHERS, N.I.C. COORDINATEEXACT MOUNTING HEIGHT ANDLOCATION WITH OWNER, TYPICALCASH RECYCLER (ECR)BY OTHERS, N.I.C.VAT OPERATORUNIT, N.I.C.FUTURE VATOPERATOR UNIT, N.I.C.3' - 5"PRINTER, BYOTHERS N.I.C.METAL BANK CABINET, BY OTHERS, N.I.C.COMPUTER CPU, BY OTHERS, N.I.C.MONITOR AND WALL-MOUNTEDMONITOR ARM, BY OTHERS, N.I.C.TELEPHONE, BY OTHERS, N.I.C.WIRELESS MOUSE ANDKEYBOARD BY OTHERS, N.I.C.VAT OPERATORVIDEO UNIT, N.I.C.CALL "PANIC" BUTTON, BY OTHERS, N.I.C.RECEIPT PRINTER, BYOTHERS, N.I.C.COMPUTER CPU, BY OTHERS, N.I.C.MONITOR AND WALL-MOUNTEDMONITOR ARM, BY OTHERS, N.I.C.WIRELESS MOUSE ANDKEYBOARD BY OTHERS, N.I.C.PRINTER, BYOTHERS, N.I.C.VAT BEYOND, BYOTHERS, N.I.C.METAL BANK CABINET,BY OTHERS, N.I.C.CALL "PANIC" BUTTON BY OTHERS, N.I.C.RECEIPT PRINTER,BY OTHERS, N.I.C.BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 1:51:32 PMA401TELLER PODPLANS ANDELEVATIONS08/22/2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"A1TELLER POD PLAN 1/2" = 1'-0"F4TELLER POD ELEVATION - TELLER SIDE - SOUTH 1/2" = 1'-0"A6TELLER POD ELEVATION - CUSTOMER SIDE - SOUTHREVISION SCHEDULENAME DATE 1/2" = 1'-0"F1TELLER POD ELEVATION - TELLER SIDE - WEST 1/2" = 1'-0"A9TELLER POD ELEVATOIN - CUSTORMER SIDE - WEST 1/2" = 1'-0"F8TELLER POD ELEVATION - TELLER SIDE - SOUTH - EQUIPMENT 1/2" = 1'-0"D1TELLER POD ELEVATION - TELLER SIDE - WEST - EQUIPMENT1TELLER POD PERSPECTIVE - TELLER SIDEADD-06
IWS-1CD5A402-ADD-061"X2 HARDWOODDOOR FRAMEPOWER AND DATARECEPTACLES, REFER TOELECTRICAL DRAWINGSPULLF9A402-ADD-06POWER AND DATARECEPTACLES, REFER TOELECTRICAL DRAWINGS3"LED LIGHTBOX POWERSUPPLY/DIMMER MODULES3' - 2 1/2"3 1/2"5' - 0"1/2" SOLID SURFACEON 1/2" CORE, TYPICALGROMMET COORDINATELOCATIONS WITH OWNER23/16" CLEAR ACRYLICDIVIDER, LET-IN TOCOUNTERTOP ANDADHERE IN-PLACEROUTERCOUNTERTOPFOR DIVIDER1/2" SOLID SURFACEGROMMET,COORDINATELOCATIONSWITH OWNERCONCEALED STEEL BENTPLATE (LLH12"x15"x84"x1/8")CORE DRILL STEELPLATE AT GROMMETCONCEALED STEEL BENTPLATE (LLV12"x6"x74"x1/8")WOOD BLOCKING1' - 8 1/2"2' - 9 1/2"4' - 6"1/4" 2"1/2"6"1' - 7"1"4"3' - 5"COUNTERTOPCABINETCONTINUOUS BASE3"PROVIDE FINISH FINISHEDBACK PANEL TO MATCH OFBASE CABINET FINISH3/4" PLASTIC LAMINATEPULL-OUT SLIDING SHELFTO MATCH CABINET FINISHCONTINUOUS BASECOMPUTER CPU,BY OTHERS, N.I.C..FIELD-COORDINATE MOUNTINGHEIGHT OF UPPER SLIDING SHELFWITH TELLER EQUIPMENTWALL-MOUNTED MONITOR ARM,BY OTHERS, N.I.C. COORDIANATEMOUNTING HEIGHT AND EXACTLOCATION WITH OWNER2X2 WOOD BLOCKING1/2" TRANSLUCENTRESIN, FINISH TRP15-SIDED TRANSLUCENTRESIN PANEL LIGHTBOX;BASIS-OF-DESIGN: 3formRTG 800.04.022X2 WOODBLOCKINGLED LIGHT FIXTUREBASIS-OF-DESIGN: 3form 3fitLIGHTING LED STRINGLOCATE POWER SUPPLY ANDDIMMER MODULE IN ECR CABINET5' - 0"DRAWER SLIDEDRAWER SLIDE1' - 10"POWER / DATA RECEPTACLE,REFER TO ELECTRICAL DRAWINGS2' - 6"D5A402-ADD-06GROMMET, COORDINATELOCATION WITH OWNERGROMMET FOR LIGHTBOXWIRE/CONDUITGROMMET, COORDINATELOCATION WITH OWNERCALL "PANIC" BUTTOMA1A402-ADD-06D1A402-ADD-06OPEN FOR PPEBANK CABINET1 1/2"CDS 160COUNTERTOPCDS 160 CABINET: PROVIDEDOUBLE END PANEL ATCOUNTERTOP WATERFALLEDGE, TYPICAL TO ALLOW FORCOPING OF TOP OUTSIDE EDGEL-SHAPED 1/2" SOLIDSURFACE PANEL (SS2)COPE TOP OF CABINETTO COUNTERTOP RADIUS1 1/2"COPE TOP OF PANEL TOMATCH COUNTERTOP RADIUS4"CONTINUOUS BASEA1A402-ADD-06MIRPOWER / DATA RECEPTACLE,REFER TO ELECTRICAL DRAWINGS3"1'-6 1/4"3"CLEAR FINISH1' - 5 1/4" MININUMCOORDINATE FINISHEDOPENING WITH BANKEQUIPMENTPROVIDER/INSTALLERWALL-MOUNTED MONITOR ARM,BY OTHERS, N.I.C. COORDIANATEMOUNTING HEIGHT AND EXACTLOCATION WITH OWNER2X WOOD FRAMING AT 12" O.C.2X WOOD FRAMING AT 12" O.C.CALL "PANIC" BUTTOMGROMMET1/4" STEEL PLATE,WELDED TO STEELANGLE AND TUBE LEGS3"X3"X1/4" STEEL ANGLE,WELDED TO STEEL TUBELEGS AND PLATELEG: 1"X2"X1/4" STEELTUBE, WELDED TOSTEEL ANGLE ANDPLATECOUNTERTOPSUPPORT FRAMECOUNTERTOP SUPPORTFRAME ELEVATIONGRIND AND FINISHALL WELDS SMOOTHTYP3"TYP4"HEAVY DUTY STAINLESSSTEEL PIANO HINGEFINISH TO MATCH DOORHARDWARE FINISHFACE OF WALL / CABINET3/16" RADIUS OUTSIDEEDGE, TYPICAL1"X2" HARDWOOD GATEFRAME ALL SIDESROLLER LATCH1/2" SOLID SURFACE ONALL SIDES ON 2 LAYERS1/2" PARTICLE BOARD2"PULLBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 1:49:01 PMA402-ADD-06TELLER PODDETAILS08/22/2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TOREVISION SCHEDULENAME DATE 1 1/2" = 1'-0"D1TELLER POD SECTION @ ECR CABINET 1 1/2" = 1'-0"A5SECTION @ CHECK COUNTER/COURTESY BAR 1 1/2" = 1'-0"A1TELLER POD @ CDS 187C - BASE CABINET - SLIDING SHELF 1 1/2" = 1'-0"D5D7 3" = 1'-0"F9ECR CABINET DOOR DETAILA7TELLER POD PERSPECTIVE - CUSTOMER SIDE
T/O STRUCTUREEWS1AFWS-1FWS-1EWS-31 1/8"4 1/2"4"DOOR1 1/8"LOOSE STEEL LINTELMETAL STUDEXISTING WALLGYPSUM BOARDELEVATOR DOOR HEAD1/4"LOOSE STEEL LINTELFLOORSCHEDULED FLOORING,SEE FINISH PLANSBASEMENT FLOOR93' - 0"3A001B7SHAFTSIMA502A4A502D713' - 9"20' - 11"2.5SMOKE VENTELEVATOR PIT89' - 0"NORTH ENTRANCEFLOOR98' - 11 1/2"A451C9A561A5SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"B/O ELEVATORHOIST BEAM127' - 8"12' - 10"2' - 1 1/2"5' - 11 1/2"4' - 0"T/O ELEVATORWALL129' - 0"ELEVATOR HOIST BEAM,REFER TO STRUCTURALDRAWINGSFIRST FLOOR101' - 0"SECOND FLOOR113' - 10"BASEMENT FLOOR93' - 0"3T/O NEW PARAPET130' - 2"T/O EXISTINGFOUNDATION98' - 2 11/16"2.5A451E9A451F9A451F9ELEVATOR PIT89' - 0"NORTH ENTRANCEFLOOR98' - 11 1/2"NORTH STAIRLANDING 2106' - 5 1/4"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"B/O ELEVATORHOIST BEAM127' - 8"T/O ELEVATORWALL129' - 0"A001B7ADD-028/16/2016A6/A4513/8" X 2 1/2" BENT PLATE WITHEPOXY ANCHOR @ 6' - 0" O.C. MAX3/8" X 2 1/2" PLATE1' - 6"2"2"NOTES:1. PAINT ALL SURFACES OFLADDER AND BRACKETS.6"5"EQ SPACES @ 1' - 0" EACH4"4"6 3/4"1"MAX4' - 0"3"1 1/2"1 1/4"1 1/4"6"3"3"6"3/4" DIAMETER BARVARIES2.51 1/8"DOOR1 1/8"LOOSE STEEL LINTELMETAL FRAMINGEXISTING WALLGYPSUM BOARDELEVATOR DOORHEADNOTCH BRICKLOOSE STEEL LINTELBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:52:21 AMA451ELEVATORSECTIONS ANDDETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, EMRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"E9DETAIL - ELEVATOR HEAD 1 1/2" = 1'-0"F9DETAIL - ELEVATOR SILL 3/8" = 1'-0"A1WALL SECTION THROUGH ELEVATOR NORTH WALL @ ADDITION 3/8" = 1'-0"A6WALL SECTION THROUGH ELEVATOR EAST-WEST @ ADDITION 3/4" = 1'-0"A9TYPICAL PIT LADDER 1 1/2" = 1'-0"C9CEILING DETAIL AT ELEVATOR DOORREVISION SCHEDULENAME DATEADD-02 8/16/2016
UPDNA4A4523D4A452CF2.5UNEXCAVATEDUP4' - 6"4' - 6"4' - 6"4' - 6"3 TREADS @ 11"6 TREADS @ 11"EDBA4A4523D4A452CF2.5DNUP4'-11 3/4"5'-9"7 TREADS @ 11"5'-9"7' - 2"4' - 6"6 TREADS @ 11" DN4 TREADS @ 11" UPGATEEDA4A4523D4A452CF2.5DN4' - 6"4' - 6"4' - 6"5' - 3 5/8"8'-1"4 TREADS @ 11"4'-5"6' - 2 5/8"7 TREADS @ 11"EDAREA OFREFUGEBASEMENT FLOOR93' - 0"HIGH VOLTAGELINE132' - 7 13/16"TOP OF STEEL123' - 0"CFNORTH ENTRANCEFLOOR98' - 11 1/2"NORTH STAIRLANDING 2106' - 5 1/4"NORTH STAIRLANDING 1103' - 6 7/8"NORTH STAIRLANDING 3111' - 0 5/8"MINIMUM HEADROOM 80"6' - 9"MINIMUM HEADROOM 80"6' - 8"MINIMUM HEADROOM 80"7' - 8"SECOND FLOORFINISH FLOOR113' - 11"2' - 10 3/8"4' - 7 3/8"2' - 10 3/8"4' - 7 3/8"5' - 11 1/2"FIRST FLOORFINISH FLOOR101' - 1"E7A453ED10' - 2"T/O ELEVATORWALL129' - 0"BASEMENT FLOOR93' - 0"32.5NORTH ENTRANCEFLOOR98' - 11 1/2"NORTH STAIRLANDING 2106' - 5 1/4"NORTH STAIRLANDING 1103' - 6 7/8"NORTH STAIRLANDING 3111' - 0 5/8"SECOND FLOORFINISH FLOOR113' - 11"2' - 10 3/8"4' - 7 3/8"2' - 10 3/8"4' - 7 3/8"5' - 11 1/2"F9A45222A5072.52.2A5071103AATM,N.I.C.NIGHTDEPOSIT,N.I.C.CLEAR3' - 8" MIN.D7A452A252F7F9DNVAULT,N.I.C.2' - 0"6' - 5"2CLEAR6" MIN.CLEAR4" MIN.MAX.6"CLEAR4" MIN.CLEAR6" MIN.F9A452± 1'-9 1/8"FIRST FLOORFINISH FLOOR101' - 1"1 1/2" O.D. SS HANDRAILSS HANDRAIL BRACKETMATCH BRACKET ATGLASS GUARDRAIL1 1/2" O.D. SS HANDRAIL,CAP AND RETURN ALLENDS TO WALLSS HANDRAIL BRACKETMATCH BRACKET ATGLASS GUARDRAIL1 1/2" O.D. SS HANDRAIL3'-0" ABOVENOSING ORFINISH FLOORU.O.N.SS HANDRAIL BRACKETMATCH BRACKET ATGLASS GUARDRAIL4'-0" O.C.MAX.1/4"1/4"1 1/2"3' - 0"1' - 0"11"11"1' - 0"ABOVE NOSING3' - 0"ABOVE NOSING3' - 0"EXTEND HANDRAILHORIZONTAL FOR 1'-0" ATTOP OF STAIR RUNSEXTEND HANDRAIL FOR 1'-0"AT BOTTOM OF STAIR RUNSBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:17 PMA452STAIR PLANS,SECTIONS &DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1STAIR 1 (S001) - BASEMENT PLAN 1/4" = 1'-0"C1STAIR 1 (S101) - FIRST FLOOR PLAN 1/4" = 1'-0"E1STAIR 1 (S201) - SECOND FLOOR PLAN 1/4" = 1'-0"D4STAIR SECTION 1/4" = 1'-0"A4STAIR SECTION 1/2" = 1'-0"A7LARGE SCALE PLAN - VAULT 103A 1/4" = 1'-0"D7STAIR SECTION 1 1/2" = 1'-0"F9WALL MOUNTED HANDRAIL 3/4" = 1'-0"D9WALL MOUNTED HANDRAIL – EXTENSIONSREVISION SCHEDULENAME DATE
BA4A453D4A4534' - 5"UPEXTEND RAILINGSYSTEM TO WALL7 TREADS @ 11" UPBA4A4531D4A4534' - 5"4' - 5"5' - 4"6' - 3"5 TREADS @ 11"5' - 6"DNUP10 TREADS @ 11" UP7 TREADS @ 11" DNDBA4A453D4A4534' - 5"4' - 5"4' - 9 3/4"5' - 1"DNEXTENDRAILINGSYSTEM TOWALL5'-2 3/4"10 TREADS @ 11"10 TREADS @ 11" DNBASEMENT FLOOR93' - 0"BLANDING SS-B197' - 7 3/8"LANDING SS-B2107' - 6"C5A561NORTH STAIRLANDING 2106' - 5 1/4"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"3'-5 5/8"4'-7 3/8"6' - 5"6' - 5"BASEMENT FLOOR93' - 0"BLANDING SS-B197' - 7 3/8"LANDING SS-B2107' - 6"NORTH STAIRLANDING 2106' - 5 1/4"SECOND FLOORFINISH FLOOR113' - 11"FIRST FLOORFINISH FLOOR101' - 1"4' - 7 3/8"3' - 5 5/8"6' - 5"6' - 5"E7A4531' - 6"1' - 8".± 2 1/2" COORDINATE WITH HOLD-OPEN DEVICE, SEE ELECTRICAL DWGSFACE OF EXISTING WALL3' - 2" 2' - 0 1/2"3' - 2"GATE STOP:1/4" X 2 1/4" X 15"STEEL PLATE,WELDED TO POST3' - 0" MIN.POSTS, RAILS & GATE FRAME (TYPICAL):1 1/2" x 1 1/2" x 3/16" SQUARE STEEL TUBETYP5" MIN.NON-SHRINKGROUTSTEEL POSTAS NOTEDEXISTINGTERRAZZO @SIM. (STAIR20002, ONLY)EXISTING STAIR LANDINGPOST O.D.+ 1/2".1" x 3/8" STEEL PLATEUPRIGHTS (TYP.)1 3/4" x 1/2" STEEL POST, TYP.1 3/4" O.D. STEEL PIPE RAIL1/4" STEEL PLATE RAILINGMOUNTING BRACKET1 1/4" NPS STEELPIPE RAIL TYP.1 3/4" x 3/8" STEEL PLATETOP RAILS (TYP.)3 1/2"1"STRINGER, REFER TOSTRUCTURAL DWGSCOMPOSITE DECK,REFER TOSTRUCTURAL DWGS.3 5/8"1 1/2"5 1/2"1" x 3/8" STEEL PLATEUPRIGHTS (TYP.)1 3/4" x 1/2" STEEL POST, TYP.1 3/4" O.D. STEEL PIPE RAIL1/4" STEEL PLATE RAILINGMOUNTING BRACKET1 1/4" NPS STEEL PIPERAIL TYP.1 3/4" x 3/8" STEEL PLATETOP RAILS (TYP.)3' - 6"3' - 0"5/8"4"2"STRINGER, REFER TOSTRUCTURALDRAWINGSCOMPOSITE METALPLAN STAIR TREADSTEEL ANGLE, REFERTO STRUCTURAL DWGSSCHEDULED FLOORING,REFER TO FINISHSCHEDULE1 1/2"3' - 6"3' - 0"5 1/2"6"3' - 0"6"3' - 0"4"3"3 "3"4"4" MAX4"1 3/4" X 1/2" STEEL POST1" X 3/8" STEEL PLATEUPRIGHTS, TYPICAL1" X 3/8" STEEL PLATEUPRIGHTS, TYPICAL1 3/4" x 3/8" STEEL PLATEBOTTOM RAIL1 3/4" X 1/2" STEEL POST1" X 3/8" STEEL PLATEUPRIGHTS, TYPICAL1 1/4" NPS STEEL PIPE RAIL,TYPICALEDGE OF STRINGER BELOWBOTTOM RAIL1 3/4" x 3/8" STEEL PLATEBOTTOM RAILBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:20 PMA453STAIR PLANS,SECTIONS &DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"A1STAIR 2 (S002) - BASEMENT FLOOR PLAN 1/4" = 1'-0"C1STAIR 2 (S102) - FIRST FLOOR PLAN 1/4" = 1'-0"E1STAIR 2 (S202) - SECOND FLOOR PLAN 1/4" = 1'-0"A4STAIR SECTION 1/4" = 1'-0"D4STAIR SECTION 1/2" = 1'-0"D7GATE ELEVATION 1 1/2" = 1'-0"B7GATE POST DETAIL 1 1/2" = 1'-0"E7VERTICAL GUARDRAIL AT LANDING- SECTION 1 1/2" = 1'-0"A8VERTICAL GUARDRAIL DETAIL - ELEVATION 1 1/2" = 1'-0"D9VERTICAL GUARDRAIL DETAIL AT LANDINGREVISION SCHEDULENAME DATE
RS 1EWS-3 TAPERED INSULATION2'-0"TAPER 1/2" PER FOOTROOF DRAINMEMBRANE FLASHINGWOOD BLOCKING, ASREQUIREDTYPICAL ROOF SYSTEM.REFER TO TO ROOF PLANSEAM FASTENING PLATEROOF SYSTEM FLASHINGMEMBRANEROOF SYSTEM STANDARDJOINT SEALANTROOF HATCHMETAL FASCIAEXTEND ROOFINGMEMBRANESQUARE PROFILEGUTTER, COLOR TOMATCH METAL COPINGMETAL FLASHINGWITH DRIP EDGESELF ADHERED TOMEMBRANE AND INTEGRALGUTTER SYSTEMBLOCKINGEXISTING WALLA9 1/2"A501-ADD-02A39 1/2"A501-ADD-02A9TYP9 1/2"TYP6"METAL ROOF DECKREFER STRUCTURAL DRAWINGSMETAL FASCIAWITH 1" DRIP EDGEMETAL CLEATSTEEL ANGLE, REFER TOSTRUCTURAL DRAWINGSLINEAR METAL CEILING SYSTEMROOF SYSTEM:- MEMBRANE ROOFING- 1/2" COVER BOARD- TAPERED INSULATION (1/4" PER FOOT)- 5/8" SUBSTRATE BOARD- 3" METAL ROOF DECKINGSTEEL FIN PLATE, REFER TOSTRUCTURAL DRAWINGSSTEEL FIN PLATE, REFER TOSTRUCTURAL DRAWINGSMODIFIED MEMBRANE FLASHING PLYCOLOR: BROWN AT VERTICAL SURFACEOF STEEL FINS, ONLYTERMINATION BARTYP3"WRAP MODIFIED MEMBRANEFLASHING PLY AROUNDEND OF STEEL FIN, TYPICALMETAL FLASHING2X12 WOOD BLOCKING± 4"A9 1/2"A501-ADD-02A3CANTSTEEL TUBE, REFER TOSTRUCTURAL DRAWINGSROOF SYSTEM:- MEMBRANE ROOFING- 1/2" COVER BOARD- TAPERED INSULATION (1/4" PER FOOT)- 5/8" SUBSTRATE BOARD- 3" METAL ROOF DECKINGMODIFIED MEMBRANE FLASHING PLYCOLOR: BROWN AT VERTICAL SURFACEOF STEEL FINS, ONLYTERMINATION BARSTEEL FIN BEYOND, REFERTO STRUCTURAL DRAWINGSSTEEL TUBE, REFER TOSTRUCTURAL DRAWINGSSTEEL BEAM, REFER TOSTRUCTURAL DRAWINGSSTEEL COLUMN, BEYOND, REFERTO STRUCTURAL DRAWINGSDOWNSPOUTAD9A501-ADD-02TYP9 1/2"3' - 5"3' - 11"1' - 0"A501-ADD-02A3A501-ADD-02A94"DRAINAGEOPENINGTERMINATION BAR2.5D6A501-ADD-02A501-ADD-02A3STEEL FIN PLATE, REFER TOSTRUCTURAL DRAWINGSSTEEL STIFFENER PLATE,REFER TO STRUCTURALDRAWINGSTERMINATION BARMODIFIED MEMBRANE FLASHING PLYCOLOR: BROWN AT VERTICALSURFACE OF STEEL FINS, ONLYCANT, BEYONDSTEEL ANGLE, REFER TOSTRUCTURAL DRAWINGSTYP5"3"REFER TO ROOF PLANVARIESBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:52:25 AMA501-ADD-02ROOF DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, EMRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"F3DETAIL - ROOF DRAIN 1 1/2" = 1'-0"F1DETAIL - ROOF HATCH 1 1/2" = 1'-0"F6DETAIL - TYPICAL GUTTER AND DOWNSPOUT 1/2" = 1'-0"D1DRIVE-THRU CANOPY SECTION 3" = 1'-0"A3DRIVE-THRU CANOPY ROOF EDGE DETAIL 3" = 1'-0"A9DRIVE-THRU CANOPY ROOF DETAILREVISION SCHEDULENAME DATEADD-02 8/16/2016 1/2" = 1'-0"D6DRIVE-THUR CANOPY SECTION 3" = 1'-0"D9DRIVE-THRU CANOPY ROOF EDGE DETAIL
RS 1EWS 3RS 1TOP OF STEEL123' - 0"EWS 3RS 1RS 1TOP OF STEEL123' - 0"EWS1ARS 1
SIMEWS2A9" MIN.6" MIN.1/2" PRESSURE TREATEDPLYWOODMODIFIED MEMBRANEFLASHING PLYBASE FLASHING PLYBASE PLIESMODIFIED ROOFINGMEMBRANEPRE-MANUFACTUREDROOFING CANT (3" MIN)EXISTING WALLTAPERED INSTULATION,REFER TO ROOF PLANMODIFIED MEMBRANEFLASHING PLYMODIFIED MEMBRANEFLASHING PLYEXISTING WALL9" MIN.6" MIN.1/2" PRESSURE TREATEDPLYWOODMODIFIED MEMBRANEFLASHING PLYBASE FLASHING PLYBASE PLIESMODIFIED ROOFINGMEMBRANEPRE-MANUFACTUREDROOFING CANT (3" MIN)TAPER INSULATION TO FLATTAPERED INSTULATION,REFER TO ROOF PLANBLOCKINGCONNECT VAPOR BARRIERJOIN AIR BARRIER SYSTEMOF WALL TO AIR BARRIERSYSTEM OF ROOF WITHTRANSITION FLASHING OVERTOP OF PARAPETGLASS-MAT GYPSUMSHEATHINGCANTGLASS-MAT GYPSUMSHEATHINGFULLY ADHERED MEMBRANEROOFINGCOVER BOARDPOLYISOCYANURATE BOARDINSULATIONPRESSURE TREATEDPLYWOODMETAL COPINGBACK ROD AND SEALANTPRESSURE TREATEDPLYWOODPOLYISOCYANURATE BOARDINSULATIONGLASS-MAT GYPSUMSHEATHINGCOORDINATE WITHSTANDARD JOINT WIDTHSBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:26 PMA502ROOF DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059EM, CRBRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"A7ROOF DETAIL EWS 3 @ EXISTING TO ADDITION CONNECTION 1 1/2" = 1'-0"D7ROOF DETAIL EWS 3 ELEVATOR @ EXISTING TO ADDITION CONNECTION 1 1/2" = 1'-0"A4ROOF PARAPET DETAIL EWS 2A / EWS 1A ELEVATOR @ ADDITIONREVISION SCHEDULENAME DATE
RS 1TOP OF COPING0' - 0"RS 1EWS2ARS 1EWS1BRS 1EWS2APARAPET HEIGHT VARIES WITH SLOPED STRUCTUREMETAL COPING9"CANTGLASS-MAT GYPSUMSHEATHINGPOLYISOCYANURATE BOARDINSULATIONFULLY ADHERED MEMBRANEROOFINGCOVER BOARDBACK ROD AND SEALANTPRESSURE TREATEDPLYWOODPOLYISOCYANURATE BOARDINSULATIONGLASS-MAT GYPSUMSHEATHINGJOIN AIR BARRIER SYSTEMOF WALL TO AIR BARRIERSYSTEM OF ROOF WITHTRANSITION FLASHING OVERTOP OF PARAPETEXISTING WALLBOLT TO EXISTING WALL,SEE STRUCTURALREFER TO STRUCTURALDRAWINGSBACKER ROD ANDSEALANTGLAZED ALUMINUM CURTAINWALL SYSTEMEXTEND METAL FLASHINGINTO GLAZING POCKET OFWINDOW SYSTEM AND SEALGLAZE COMPOSITE METALSPLINE INTO WINDOWSYSTEM AND SEAL, WEEP @24" O.C.BACKER ROD ANDSEALANTCLOSED-CELL SPRAYPOLYURETHANE FOAMINSULATIONTHERMAL ISOLATIONMATERIALJOIN AIR BARRIER SYSTEMOF WALL TO AIR BARRIERSYSTEM OF ROOF WITHTRANSITION FLASHINGWOOD BLOCKINGINTERMITTENT SUPPORT ANGLE1/2"CEILING PANELCOPING BEYONDBRICK BEYONDROOFING MEMBRANE BEYONDMETAL COPINGCANTGLASS-MAT GYPSUMSHEATHINGPOLYISOCYANURATE BOARDINSULATIONFULLY ADHERED MEMBRANEROOFINGCOVER BOARDBACK ROD AND SEALANTPRESSURE TREATEDPLYWOODPOLYISOCYANURATE BOARDINSULATIONGLASS-MAT GYPSUMSHEATHINGJOIN AIR BARRIER SYSTEMOF WALL TO AIR BARRIERSYSTEM OF ROOF WITHTRANSITION FLASHING OVERTOP OF PARAPETMEMBRANE FLASHINGGLAZED ALUMINUM CURTAINWALL SYSTEMCLOSED-CELL SPRAYAPPLIED FOAM INSULATIONGLAZE METAL CLEAT INTOWINDOW SYSTEM AND SEALMETAL FLASHING WITH ENDDAM IN HEAD JOINT BEYONDINTERMITTENT SUPPORTANGLE FOR LINTELTHERMAL ISOLATION MATERIAL 2' - 10 1/2"5"MAX. INSULATION6 1/4"BOTTOM OF COPING8" MIN. TO4"5"5 1/2"1' - 6 3/4"JOIN AIR BARRIER SYSTEMOF WALL TO AIR BARRIERSYSTEM OF ROOF WITHTRANSITION FLASHING OVERTOP OF PARAPETGLASS-MAT GYPSUMSHEATHINGCANTGLASS-MAT GYPSUMSHEATHINGFULLY ADHERED MEMBRANEROOFINGCOVER BOARDPOLYISOCYANURATE BOARDINSULATIONPRESSURE TREATEDPLYWOODLAYOUT JOINT PATTERNACCORDING TO ELEVATIONNO GYPSUM BOARD @INTERIOR OF ELEVATOR SHAFTBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:31 PMA503PARAPET ANDCURTAIN WALLDETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059EM, CRBRENOVATIONS & ADDITIONS TO 3" = 1'-0"D1ROOF PARAPET DETAIL EWS 3 @ EXISTING 3" = 1'-0"B4ROOF PARAPET DETAIL EWS 2A @ ADDITION 3" = 1'-0"A8ROOF PARAPET DETAIL EWS 1B @ ADDITION 3" = 1'-0"A1ROOF PARAPET DETAIL EWS 2A ELEVATOR @ ADDITIONREVISION SCHEDULENAME DATE
EWS1BE3EWS1CEWS2BEWS2AIWS-5DMEMBRANE FLASHINGCLOSED-CELL SPRAYAPPLIED FOAM INSULATIONBACK ROD AND SEALANTGLAZED ALUMINUM CURTAINWALL SYSTEMEXTEND AIR BARRIERSYSTEM INTO GLAZINGPOCKET OF WINDOW SYSTEMAND SEAL5 1/2"STEEL COLUMN, REFER TOSTRUCTURAL DRAWINGSWINDOW STOOLBACK ROD AND SEALANTGLAZED ALUMINUM CURTAINWALL SYSTEMCLOSED-CELL SPRAYAPPLIED FOAM INSULATIONMETAL CLEATEXTEND METAL FLASHINGINTO GLAZING POCKET OFWINDOW SYSTEM AND SEAL3' - 4"TOP OF BRICKSEALANT,ALIGN JOINTWITH ADJACENTHORIZONTALMORTAR JOINT6 1/2"5 1/2"1/4"SEALANT3/8" MOISTURERESISTANTPARTICLE BOARDEXTEND AIR BARRIERSYSTEM INTO GLAZINGPOCKET OF WINDOWSYSTEM AND SEAL2 3/4"3/4"1"2"BACK ROD AND SEALANTSEALANTWINDOW STOOLGLAZED ALUMINUM CURTAINWALL SYSTEMWOOD BLOCKINGEXTEND AIR BARRIERSYSTEM INTO GLAZINGPOCKET OF WINDOW SYSTEMAND SEALCLOSED-CELL SPRAYAPPLIED FOAM INSULATIONEXTEND METAL SILL INTOGLAZING POCKET OFWINDOW SYSTEM AND SEAL5/8"SEALANTBACK ROD AND SEALANTGLAZED ALUMINUM CURTAINWALL SYSTEMEXTEND AIR BARRIERSYSTEM INTO GLAZINGPOCKET OF WINDOW SYSTEMAND SEALMEMBRANE FLASHINGGLAZE COMPOSITE METALSPLINE INTO WINDOWSYSTEM AND SEAL, WEEP @24" O.C.SILL BELOW3SECOND FLOORFINISH FLOOR113' - 11"5 1/2"6 1/2"STEEL CHANNEL, REFER TOSTRUCTURAL DRAWINGS3 1/2" X 3 1/2" X3/8" STEEL ANGLE, WELDTO CHANNEL, GRIND WELDS SMOOTHSUSPENSION SYSTEMGYPSUM BOARD ORACOUSTICAL PANEL CEILING,AS INDICATED, CUT PARTIALPANEL TO MATCH TEGULAREDGE, TYP. PAINT EDGES TOMATCH PANEL.SEALANTSTEEL TUBE, REFER TOSTRUCTURAL DRAWINGSFIRE-RATED WALL JOINT:EMSEAL3C4 3/8"TUBE STEEL, REFER TOSTRUCTURAL DRAWINGSPROVIDE ONE-HOURINTUMESCENT COATING5 1/2"6 1/2"MIN.1"CUSTOM EMSEAL WFR2DOUBLE-SIDED 1" X 6"COLORSEAL COLOR: TBDSTEEL WIND LOAD ANCHOR3 3/4" X 3/16" X 5 1/2" TALLPROVIDE ONE-HOURINTUMESCENT COATINGEXTERIOR FACE OF WALLALUMINUM-FRAMEDCURTAIN WALL SYSTEMCORNERBEADSTEEL CHANNELOVERHEADB3DBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:37 PMA504CURTAIN WALLDETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059EM, CRBRENOVATIONS & ADDITIONS TO 3" = 1'-0"E6WINDOW DETAIL CURTAIN WALL JAMB @ EWS 1B 3" = 1'-0"D5WINDOW DETAIL CURTAIN WALL SILL @ EWS 1C 3" = 1'-0"D8WINDOW DETAIL CURTAIN WALL SILL @ EWS 2B 3" = 1'-0"E8WINDOW DETAIL CURTAIN WALL JAMB @ EWS 2AREVISION SCHEDULENAME DATE 1 1/2" = 1'-0"D1SECTION DETAIL @ CURTAIN WALL 1 1/2" = 1'-0"F3PLAN DETAIL @ CURTAIN WALL 1 1/2" = 1'-0"F1PLAN DETAIL AT CURTAIN WALL 1 1/2" = 1'-0"A2SLOPED GLASS DETAIL 3/4" = 1'-0"A5SLOPED GLASS SECTION
EWS1ATOP OF FOUNDATION WALLFIRST FLOOR101' - 0"FIRST FLOOR101' - 0"TOP OF FOUNDATION WALLSTAINLESS STEEL GUTTERCANOPY STRUCTURE,SEE STRUCTURAL DRAWINGSROOFING MEMBRANETHERMAL ISOLATION MATERIAL2" COMPOSITE METAL DECKTERMINATION BARCANOPY STRUCTURE, SEESTRUCTURAL DRAWINGSCOMPOSITE METAL PANELDOWNSPOUT BEYONDROD & SEALANTMETAL EDGE, REFERTO ELEVATION FORVERTICAL JOINTS2 1/2"STAINLESSSTEEL GUTTERCANOPY STRUCTURE,SEE STRUCTURAL DRAWINGSROOFINGMEMBRANE2" COMPOSITEMETAL DECKTERMINATION BARCANOPY STRUCTURE, SEESTRUCTURAL DRAWINGSCOMPOSITE METAL PANELDOWNSPOUT BEYONDEXISTING BRICK BEYONDEXISTING BRICK ARCH, FLUSH TOCANOPY STRUCTUREMETAL EDGE, REFER TOELEVATION FOR VERTICAL JOINTS5 1/2"SIGNAGECHANNEL LETTERSIGNAGERACEWAY4"4"8"2"1/2"5"11"3"2' - 7"EXISTING FACE OF BUILDING1/2" EXPANSION JOINTSLOPE TO TOP OF CONCRETECAST STONE TO MATCHEXISTING WATER TABLE*PRECAST CONCRETE & CASTSTONE BY SAME MANUFACTURERTINTED TO MATCHPRECAST CONCRETE,LIGHT SANDBLAST FINISHCOPESTONE, PITCH AWAYFROM STAIR 1/8" : 1'-0"STAIRREGLETROD & SEALANTTHROUGH-WALL FLASHING,EXTEND WITH 1/2" DRIPEXISTING BRICK PIER ARCH4"2' - 8"2"1/2"CONCRETEDOWEL, SEE STRUCTURAL DRAWINGSRAILING3/8"1"1 1/2"1/2"3"2"THROUGH WALL FLASHING,EXTEND WITH 1/2" DRIPSEALED JOINTPRECAST CONCRETECAST STONE, CONTINUEDATUM OF EXISTING WATERTABLEFLASHING TO MATCHPAINT BRICK COLOREXISTING BRICK,PAINTEDCOPESTONE, PITCHAWAY FROM STAIR1/8" : 1'-0"CAST-IN DRIP EDGEPRECAST STAIRSEE STRUCTURAL DRAWINGSRAILING1' - 2"STAIRSBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:42 PMA505EXTERIORDETAILS -CANOPYDETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TO 3" = 1'-0"B7CANOPY DETAIL @ EWS 1A 3" = 1'-0"E1CANOPY DETAIL @ EXISTING ENTRY 1 1/2" = 1'-0"A1PEDESTAL @ EXISTING ENTRY 1 1/2" = 1'-0"A4PEDESTAL @ EXISTING ENTRYREVISION SCHEDULENAME DATE
METAL ROOF DECKREFER STRUCTURAL DRAWINGSMODIFIED MEMBRANE FLASHING PLYSIGNAGE STANDOFF:2" DIAMATER STEEL PIPE WITH 4"X12"X3/16"STEEL PLATE WELDED TO TOP AND BOTTOMOF PIPE. SPACE STANDOFFS AT 36" O.C.EQUALLY INSET FROM EACH END OF RACEWAY.SIGNAGE RACEWAY, N.I.C.SIGNAGE, N.I.C.METAL FASCIAWITH 1" DRIP EDGEMETAL CLEATSTEEL TUBE, REFER TOSTRUCTURAL DRAWINGSILLUMINATED SIGNAGE, N.I.C.ELECTRICAL CONDUIT, REFERTO ELECTRICAL DRAWINGSLINEAR METAL CEILNG STYSTEM1' - 6 3/4"CANT9 1/4"6 1/2"6' - 4"7 1/2"A5A506ALUMINUM FRAMEDCURTAIN WALL S YSTEMBRICK, BEYONDTERMINATION BARROOF SYSTEM:- MEMBRANE ROOFING- 1/2" COVER BOARD- TAPERED INSULATION (1/4" PER FOOT)- 5/8" SUSTRATE BOARD- 3" METAL ROOF DECKINGMETAL FLASHINGBCA506D8D4A506EDROOF SYSTEM:- MEMBRANE ROOFING- 1/2" COVER BOARD- TAPERED INSULATION (1/4" PER FOOT)- 5/8" SUSTRATE BOARD- 3" METAL ROOF DECKINGSTEEL TUBE, REFER TOSTRUCTURAL DRAWINGSTERMINATION BAR, BEYONDGLAZED ALUMINUMCURTAIN WALL, BEYONDDOWNSPOUT, BEYONDADD-028/16/2016A5/A506ADD-028/16/2016A5/A506ROOF SYSTEM:- MEMBRANE ROOFING- 1/2" COVER BOARD- TAPERED INSULATION (1/4" PER FOOT)- 5/8" SUSTRATE BOARD- 3" METAL ROOF DECKINGSTEEL BEAM, REFER TOSTRUCTURAL DRAWINGSMEMBRANE ROOF FLASHINGTERMINATION BAR,BEYONDGLAZED ALUMINUMCURTAIN WALL, BEYONDBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:52:29 AMA506CANOPYDETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 3" = 1'-0"D4CANOPY DETAIL @ CURTAIN WALL 3/4" = 1'-0"A5CANOPY SECTION @ SOUTH ENTRANCE 3" = 1'-0"D8CANOPY EDGE DETAIL AT BEAMADD-028/16/2016A5/A506ADD-028/16/2016D8/A506ADD-028/16/2016D4/A506REVISION SCHEDULENAME DATEADD-02 8/16/2016
2A507FIRST FLOOR101' - 0"2' - 8 1/4"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:08:53 PMA507EXTERIORDETAIL - MISC.06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"1PLAN DETAIL @ ATM AND NIGHT DEPOSIT 1 1/2" = 1'-0"2SECTION DETAIL @ ATMREVISION SCHEDULENAME DATE
IWS-5CIWS-5C7'-2" A.F.F. U.O.N.1' - 1" U.O.N.3/4"2"2' - 8" U.O.N.SEE REFLECTED CEILINGPLAN FOR SOFFIT LOCATIONSCABINETADJUSTABLE SHELFCABINET DOOR3/4" X 2" VALANCE TO MATCHCABINETUNDERCABINET LIGHTFIXTURE, SEE ELECTRICALDRAWINGSPULLADD-028/16/2016?4"2' - 1" U.O.N.2' - 10" U.O.N.4"3"1"COUNTERTOPCONTINUOUS BASEDOOR-MOUNTED PULL OUTHARDWARE AND WASTECONTAINERSCABINETPULLBACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSBACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSINTEGRAL BACKSPLASHAND SIDESPLASHES,WHERE INDICATED1/2" CORER 1 /4 "R 1/8"1/4"R 3/16"1/2" SOLID SURFACE2"1/2" CORE4"1 1/2"BUILT-UP SOLID SURFACEEDGE1/2" CORE1/2" COREBUILT-UP SOLID SURFACEEDGE2"1 1/2"R 3/16"R 3/16"1' - 3"1/2" TONGUEAND GROOVEFLOORINGSHELF ANGLE, BYWOODEN RELIEF MAPINSTALLER, N.I.C.METALEDGEWOODEN RELIEFMAP, N.I.C.ALIGNWALL BASE3 5/8"5 5/8"ADD-068/22/2016A1/A5511/2" TONGUE ANDGROOVE FLOORING18" X 18" X 3/8" BENT STEEL PLATE,REFER TO STRUCTURAL DRAWINGSCOUNTERTOPA551A91' - 7 1/2"EXPANSION BOLTSOLID GROUTADD-068/22/2016A3/A5517'-2" A.F.F. U.O.N.1' - 1" U.O.N.3/4"2' - 8" U.O.N.1' - 0 1/4"1' - 2"2"SEE REFLECTED CEILINGPLAN FOR SOFFIT LOCATIONSCABINET DOORCABINET3/4" SHELF, BACK AND SIDEPANELS3/4" SHELF, BACK AND SIDEPANELS3/4" X 2" VALANCE TO MATCHCABINETMICROWAVE, NICPULLLOCATE ELECTRICOUTLET AT ONE SIDE* COORDINATE WITH LOCKERSALIGNCONTINUOUS BASE3 5/8" METAL FRAMINGLOCKERSCOREGYPSUM BOARD4"2' - 10" U.O.N.4"3"2' - 1" U.O.N.1 1/2"4 1/2"1"BACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSBACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSCOUNTERTOPCABINET DRAWERCABINET DOORCABINETCONTINUOUS BASEADJUSTABLE SHELFPULLPULL4"2' - 10" U.O.N.4"2' - 1" U.O.N.1 1/2"1"4 1/2"3 EQ3"BACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSBACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSCABINET DRAWERCABINETCONTINUOUS BASEPULLCOUNTERTOPSUBFLOORRESILIENTFLOORINGCARPETDOORRESILIENTFLOORING SHIMHOLLOW METALDOOR FRAMEDOOR4"1 1/2"CONTINUOUS BASECONTINUOUS BASEOPEN BOTTOM BASECABINETCOUNTERTOP3' - 5"3"CONTINUOUS BASETYP1"1/2" SOLIDSURFACE PANEL4"3' - 5"3' - 0"COUNTERTOPCABINETCONTINUOUS BASETYP1"3"3/4" PLASTIC LAMINATEPULL-OUT SLIDING SHELFTO MATCH CABINET FINISHPRINTER, BYOTHERS, N.I.C..FIELD-COORDINATE MOUNTINGHEIGHT OF UPPER SLIDING SHELFWITH TELLER EQUIPMENTNOTCH CABINET FORELECTRIC AND DATA2 X 2 1/2" WOODFRAMING AT 12" O.C.2' - 4"1/2" SOLID SURFACE (SS2) ONTWO (2) LAYERS 1/2" CORE2"RECESSED POWER/DATA GROMMETBASIS-OF-DESIGN: DOUG MOCKETTPC SC/HW-904"CONTINUOUS BASESTAINLESS STEEL SINK,REFER TO PLUMBINGDRAWINGS2' - 10" U.O.N.1 1/2"1"2' - 1" U.O.N.3"4 1/2"PROVIDE QUICKRETURN DRAIN; SEEPLUMBING DRAWINGSCABINET DOORCOUNTERTOPAPRONREMOVABLE BASEAND TOE KICKBACKSPLASH ANDSIDESPLASH WHEREINDICATED ON ELEVATIONSBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 2:06:11 PMA551INTERIORDETAILS08/22/2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 3/4" = 1'-0"D9CDS 301M, 302M, 309M - WALL HUNG CABINET - DOOR 3/4" = 1'-0"F7CDS 903 - BASE CABINET - DOOR MOUNTED BINS 6" = 1'-0"A6COUNTERTOP EDGE PROFILE - E2 - MARINE EDGE 6" = 1'-0"A9COUNTER EDGE PROFILE - E1 - SOFT EDGE 3" = 1'-0"A1DETAIL @ FEATURE WALL 3" = 1'-0"A3DETAIL - COUNTER TOP @ FEATURE WALL 3/4" = 1'-0"D7CDS 326M - WALL HUNG CABINET WITH MICROWAVE 1" = 1'-0"F1LOCKER BASE 3/4" = 1'-0"D5CDS 211, 222 - BASE CABINET - DRAWER & DOOR 3/4" = 1'-0"D1CDS 254 - BASE CABINET - 4 DRAWER 6" = 1'-0"C7FLOORING TRANSITION: CARPET TILE TO RESILIENT FLOORINGREVISION SCHEDULENAME DATEADD-02 8/16/2016ADD-06 8/22/2016 3/4" = 1'-0"F5CDS 160 - BASE CABINET - 3-SIDED OPEN CABINET WITH TOPADD-068/22/2016A551ADD-068/22/2016D1/A551 3/4" = 1'-0"F3TELLER POD @ CDS 187P - BASE CABINET - SLIDING SHELF 3/4" = 1'-0"F9CDS 153S - SINK BASE - REMOVABLE BASE & TOE KICKADD-068/22/2016F9/A551
CEILING HEIGHTREFER TO RCPCEILING HEIGHTREFER TO RCPCEILING HEIGHTREFER TO RCPCEILING HEIGHTREFER TO RCPCEILING HEIGHTREFER TO RCPIWS-5CEWS-3FS 2EWS-3SUSPENSION WIREWALL ANGLEACOUSTICAL PANEL CEILING,CUT PARTIAL PANEL TOMATCH TEGULAR EDGE, TYP.PAINT EDGES TO MATCHPANEL.SUSPENSION TEEFACE OF WALL6" UON6" UON1" MINWALL ANGLENON-STRUCTURAL METALFRAMINGGYPSUM BOARDGYPSUM BOARD ORACOUSTICAL PANEL CEILING,AS INDICATED, CUT PARTIALPANEL TO MATCH TEGULAREDGE, TYP. PAINT EDGES TOMATCH PANEL.SUSPENSION WIREVARIESCORNERBEAD6" UONSUSPENSION WIREGYPSUM BOARD ORACOUSTICAL PANEL CEILING,AS INDICATED, CUT PARTIALPANEL TO MATCH TEGULAREDGE, TYP. PAINT EDGES TOMATCH PANEL.WALL ANGLEGYPSUM BOARDNON-STRUCTURAL METALFRAMING1'-1" @ WALL CABINETSVARIESCORNERBEAD1SUSPENDED LINEARLIGHT FIXTURE1/2" TONGUE ANDGROOVE FLOORINGGYPSUM BOARDSECOND FLOORFINISH FLOOR113' - 11"F REVEAL TRIMFRYE REGLET#DRMF-625-50WALL ANGLEGYPSUM BOARDSTEEL BEAMSECOND FLOORFINISH FLOOR113' - 11"D2.5EXISTING WALLGYPSUM BOARDNOTCH BRICKLOOSE STEEL LINTELSEALANT2.5FIRST FLOORFINISH FLOOR101' - 1"DOOR1 1/8"METAL FRAMINGEXISTING WALL1/2" GYPSUM BOARDELEVATOR DOOR HEADNOTCH BRICKLOOSE STEEL LINTEL, REFERTO STRUCTURAL DRAWINGSADD-028/16/2016A5/A561LOOSE STEEL LINTEL, REFERTO STRUCTURAL DRAWINGSBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/17/2016 9:52:36 AMA561RCP DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 1 1/2" = 1'-0"F5CEILING DETAIL - APC EDGE @ WALL 1 1/2" = 1'-0"C8CEILING DETAIL - GYPSUM BOARD SOFFIT 1 1/2" = 1'-0"F8CEILING DETAIL - GYPSUM BOARD CEILING TO APC 1 1/2" = 1'-0"C5CEILING DETAIL 1 1/2" = 1'-0"D3CEILING TRANSITION DETAIL 1 1/2" = 1'-0"D5LINTEL DETAIL 1 1/2" = 1'-0"A5ELEVATOR HEAD/SILL DETAILREVISION SCHEDULENAME DATEADD-02 8/16/2016
D1D2D103' - 6"2' - 9"10"Door Type General Notes:1. For Hollow Metal and Wood doors, stiles and top rail to be 6”2. For Aluminum Doors (Wide Stile), stiles and top rail to be 5”3. For Aluminum Doors (Medium Stile), stiles and top rail to be 3-1/2”4. All doors to have 10” bottom rail per ICC/ANSI A117.1-2003, 404.2.95. The bottom edge of vision lites to be 3’-6” AFF per ICC/ANSI A117.1-2003, 404.2.10 unless otherwise noted.3"6"F11"1"1"F22"2"1"3"ABBREVIATIONCHARACTERISTICGGLASSWWIRELLAMINATEDIINSULATINGFFIRE-RATEDSSECURITYTYPETTEMPEREDTREATMENT / COATINGPPATTERNEDTEMPERED CLEAR GLASSTEMPERED PATTERNED (ARCHITECTURAL) GLASSTYPE 5 - TWGTEMPERED WIRE GLASS (NOT USED)TYPE 6 - LGFLLAMINATED FIRE-RATED GLASSTYPE 1 - ITGTEMPERED INSULATING GLASSTYPE 2 - ILGLAMINATED INSULATING GLASS - TINTEDTYPE 3 - TGTYPE 4 - TPGTYPEDESCRIPTIONABBREVIATIONGLASSGGLASSTGTPGWGWIRED GLASSLGLAMINATED GLASSLAMINATEDINSULATINGIGINSULATING GLASSTEMPERED GLASSTEMPERED PATTERNED GLASSITGINSULATING TEMPERED GLASSREFER TO SPECIFICATION SECTION 088000 'GLAZING' FOR ADDITIONALINFORMATIONILGINSULATING LAMINATED GLASSGLASS TYPES LEGENDMONOLITHICLFGLAMINATED FIRE-RATED GLASSCRCARD READERAOAUTOMATIC DOOR OPERATORHOHOLD OPENHMHOLLOW METALALALUMINUMWDWOODESFEXTERIOR STORE FRONTBLBORROWED LIGHTECWEXTERIOR CURTAIN WALLABBREVIATIONDEFINITIONF5F3F6± 10' - 5 1/4" V.I.F.10' - 1 1/4"10' - 1 1/4"± 16' - 7 7/8" V.I.F.2"2' - 0 1/4"2"4' - 11"2"2' - 4"4"10' - 1 1/4"2"3' - 4 1/2"2"3' - 4 1/2"2"2' - 11 1/2"2"3' - 0"2"2' - 11 3/8"2"F41"3' - 0"1"3' - 0"1"6' - 3"2"3' - 4 5/8"2"2"3' - 4 5/8"2"2"2' - 0 1/4"2"4"1"2' - 2 1/4"1"4"2' - 6"7' - 7 1/4"1"2' - 2 1/4"1"5' - 2"1"1"3' - 0"1"2' - 5 1/2"1"3' - 0"1"8' - 9 1/2"ECW2± 11' - 11 7/8" V.I.F.2 1/2"2 1/2"4' - 4 3/4"2 1/2"4' - 5 3/4"2 1/2"2 1/2"1' - 8 1/2"2 1/2"2' - 8 3/4"8"2' - 0 1/4"2 1/2"5' - 1 1/2"2 1/2"3' - 4 1/4"2 1/2"1' - 8 1/2"2 1/2"18' - 6 3/4"EQEQ2 1/2"2' - 4 3/4"2 1/2"4' - 9"8"4' - 7 3/4"2 1/2"EQEQ2 1/2"1' - 8 1/2"2 1/2"5' - 5"2 1/2"2' - 6 1/4"2 1/2"BUTTGLAZINGECW1F7ALIGN1"1' - 4"1"1' - 6"1"2' - 2 1/4"1"5' - 2"1"7' - 7 1/4"ALIGNE3A602E3A602E3A602F4A602E4A602E8A602F8A602F8A602E9A602E8A602E9A602E9A602E4A602F4A602A8A503D5A504F4A4"6' - 8"1"10"1"8' - 0"1"3' - 1 1/2"1"1"3' - 1 1/2"1"E3A602E4A602E4A602F4A602F4A602E8A602E8A602E9A602E9A6029' - 7"22' - 8"21' - 1 3/4"3' - 4 1/2"2 1/2"11"2 1/2"4' - 2 3/4"1' - 7"4' - 3"2 1/2"2' - 4 3/4"2 1/2"3' - 4 1/4"2 1/2"2 1/2" 4' - 0"2 1/2"4' - 3 1/2"2 1/2"3' - 6 11/16"6 1/2"2' - 8 5/32"2 1/2"3' - 4"2 1/2"2' - 8 5/32"6 1/2"4' - 6"4' - 6"ALIGNALIGNADD-068/22/2016A/A601BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:8/23/2016 12:19:32 AMA601DOORSCHEDULE06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059AuthorRENOVATIONS & ADDITIONS TODOORNUMBERROOM NAMEROOMNUMBERFIRERATINGELEV MATERIALFRAME DOORHARDWAREGROUPREMARKSDOORNUMBERHEAD JAMB GLASS TYPE MATERIAL WIDTH HEIGHT GLAZINGBASEMENT FLOORB002 MECHANANICAL B002 F1 HM C7/A602 A7/A602 D1 HM 3' - 0" 6' - 8" 1B002B004 SPRINKLER/WATER SERVICE B004 - F1 HM C7/A602 A7/A602 D1 HM 3' - 0" 6' - 8" 1B004B006 TEL / DATA B006 F1 HM C7/A602 A7/A602 D1 HM 3' - 2" 6' - 8" 1B006B007 ELEVATOR MACHINE B007 60 MIN F1 HM C7/A602 A7/A602 D1 HM 3' - 2" 6' - 8" 1B007BS002 STAIR #2 BS002 60 MIN F1 HM C7/A602 A7/A602 D2 HM 3' - 0" 6' - 8" TYPE 6 1BS002BS006 STAIR #1 BS001 60 MIND2 HM 3' - 0" 6' - 8" 1BS006NORTH ENTRANCE FLOORB003- HM STAIR GATE HM 3' - 0" 2' - 8" 3B003S101 STAIR 1 S101 60 MIN F2 HM C9/A602 A9/A602 D10 HM 3' - 0" 7' - 0" TYPE 6 2S101FIRST FLOOR102 NORTH VESTIBULE 102 ECW1 AL TYPE 1 D10 AL 3' - 4" 8' - 1 1/4" TYPE 1 4 CARD READ AND ADO PUSH PAD TO BE INSTALLED IN CURTAIN WALL MULLION. 102102A IT 102A F1 HM F6/A602 E6/A602 D1-PR HM 1' - 11" 7' - 9" 5102A103 TELLER 103 F3 HM F1/A602 E1/A602 TYPE 3 & 4 D10 HM 3' - 0" 7' - 9" TYPE 3 6103103A VAULT 103A F2 HM C9/A602 A9/A602 D1 HM 3' - 0" 7' - 0" 7 PROVIDE SECURITY DOOR SCOPE HARDWARE. BASIS-OF-DESIGN: ADVANCED SAFETY DEVICES,DOORSCOPE DS238 METALLIC ULTRA WIDE ANGLE; SILVER ANODIZED FINISH. INSTALL CENTEREDIN DOOR LEAF AT 5'-0" A.F.F.103A104 TELLER 103 60 MIN F4 HM F1/A602 E1/A602 TYPE 6 D10 HM 3' - 0" 7' - 8 1/2" TYPE 3 8104104A SOUTH VESTIBULE 104 EXISTING EXISTING WD A1/A602 A4/A602 EXISTING D10-PR WD 2' - 6" 7' - 0" TYPE 1 9 EXISTING FRAME AND THRESHOLD TO REMAIN. REPAIR TO MATCH EXISTING. REFER ALSO TOPHOTO 602.1.104A106 MANAGER 106 F5 HM F6/A602 E6/A602 TYPE 3 & 4 D10 HM 3' - 0" 7' - 9" TYPE 3 10106106BL1 MANAGER 106 F7 HM F8/A602 F8/A602 TYPE 3-106BL1106BL2 MANAGER 106 F6 HM F8/A602 F8/A602 TYPE 3-106BL2107 BUSINESS HUB 107 F1 HM F6/A602 E6/A602 D10 HM 3' - 0" 7' - 9" TYPE 4 11107108 OFFICE 1 108 F5 HM F6/A602 E6/A602 TYPE 3 & 4 D10 HM 3' - 0" 7' - 9" TYPE 3 10108109 OFFICE 2 109 F5 HM F6/A602 E6/A602 TYPE 3 & 4 D10 HM 3' - 0" 7' - 9" TYPE 3 10109110 STAFF 110 F1 HM F6/A602 E6/A602 D10 HM 3' - 0" 7' - 9" TYPE 4 12110110A TOILET 1 110A F1 HM F6/A602 E6/A602 D1 HM 3' - 0" 7' - 11" 13110AS101BL STAIR 1 S101 ECW2 AL TYPE 1-S101BLS102 STAIR 2 S102 60 MIN F2 HM C9/A602 A9/A602 D2 HM 3' - 0" 7' - 0" TYPE 6 1S102S102B STAIR 2 S102 - HM STAIR GATE HM 3' - 0" 2' - 8" 3S102BSECOND FLOOR202 ELEVATOR LOBBY 202 F4A HM F6/A602 E6/A602 TYPE 3 D10 HM 3' - 0" 7' - 0 1/2" TYPE 3 14202202A JANITOR 202A F1 HM F6/A602 E6/A602 D1-PR HM 2' - 3" 7' - 0" 15202A202B TOILET 2 202B F1 HM F6/A602 E6/A602 D1 HM 3' - 0" 7' - 0" 13202B203 TOILET 3 203 F1 HM F6/A602 E6/A602 D1 HM 3' - 0" 7' - 9" 13203204 TOILET 4 204 F1 HM F6/A602 E6/A602 D1 HM 3' - 0" 7' - 9" 13204S201 STAIR 1 S201 60 MIN F2 HM C9/A602 A9/A602 D2 HM 3' - 0" 7' - 0" TYPE 6 16S201S202 STAIR 2 S202 60 MIN F2 HM C9/A602 A9/A602 D2 HM 3' - 0" 7' - 0" TYPE 6 13S202DOOR AND FRAME SCHEDULEFRAME TYPESDOOR TYPESGLASS SCHEDULEGLASS ABBREVIATIONSDOOR AND FRAME ABBREVIATIONSGLASS TYPESREVISION SCHEDULENAME DATEADD-06 8/22/2016ADD-068/22/2016A601ADD-068/22/2016A601ADD-068/22/2016A601
2"1 15/16"1 15/16"5/8"1/2"1/2"VARIESWALL CONSTRUCTIONHOLLOW METAL FRAMEDOOR5/8"2"1 15/16"EQEQ1 15/16"1/2"1/2"VARIESWALL CONSTRUCTIONHOLLOW METAL FRAMEREMOVABLE STOP ONSECURE SIDE OF FRAMEGLAZING5/8"2"5/8"1 15/16"EQEQ1 15/16"HOLLOW METAL FRAMEGLAZINGREMOVABLE STOP ONSECURE SIDE OF FRAMETYP @WALLRETURN1 15/16"1 15/16"5/8"2"2" U.O.N.VARIESWALL CONSTRUCTIONHOLLOW METAL FRAMEDOOR5/8"15/16"15/16"CMU WALL CONSTRUCTIONGROUT SOLIDHOLLOW METAL FRAMESEALANT ENTIREPERIMETER OF FRAMETYP @WALLRETURN1 15/16"1 15/16"5/8"1"2"U.O.N.WALL CONSTRUCTIONHOLLOW METAL FRAMEDOORFRAME ANCHORVARIES1/2"1/2"1 15/16"EQEQ1 15/16"1"5/8"GLAZINGWALL CONSTRUCTIONHOLLOW METAL FRAMEREMOVABLE STOP ONSECURE SIDE OF FRAMEDOORGLAZINGHM SIDELIGHT DOORMULLIONSTOP ON SECURE SIDE OFFRAME1 15/16"1 15/16"1 15/16"EQEQ1 15/16"1 15/16"1 15/16"1 15/16"EQEQ1 15/16"5/8"2"5/8"DOORGLAZINGHM SIDELIGHT DOORMULLIONSTOP ON SECURE SIDE OFFRAMEHOLLOW METALFRAMESTEEL LINTEL, REFER TOSTRUCTURAL DRAWINGSSEALANT ENTIREPERIMETER OF FRAME3"5/8"3 5/8"DOOR1 15/16"1"5/8"1 15/16"IWS-5D1/2"IWS-5B1/2"1 1/2"IWS-5C1/2"SEALANT ENTIREPERIMETER OF FRAME1" 5/8"1 5/8"1 15/16"1"5/8"1 15/16"IWS-5D1/2"IWS-5B1/2"IWS-5C1/2"HOLLOWMETAL FRAMEDOORFRAMEANCHORINTERIORWOOD DOOREWS-3EXTERIORWOOD CASING TO MATCHAND ALIGN WITH EXISTINGAT TRANSOM ABOVEWOOD BACK BAND TO MATCHAND ALIGN WITH EXISTING ATTRANSOM ABOVEWOOD BACK BANDTO MATCH EXISTING1X WOOD TRIM TOMATCH EXISTINGWOOD JAMBEXTENSIONALIGN3/4"4"3/8"3/8"3/4"1 1/8"EXISTING WOODDOOR FRAMEEXISTING WOODTHRESHOLD, BELOW5/16" SMOOTH-FACEDFIBER CEMENT PANEL1"5/8"1 15/16"1 15/16"SEALANTGROUT SOLIDHOLLOW METAL FRAMEWALL CONSTRUCTION5 5/8"1/2" VARIES 1/2"WALL CONSTRUCTION1 15/16"1 15/16"5/8"1"HOLLOW METAL FRAMEDOORGLAZINGREMOVABLE STOP ONSECURE SIDE OF FRAMEHOLLOW METAL FRAME4"VARIES1 15/16"EQEQ1 15/16"INTERIOREXTERIORWOOD BACK BAND TOMATCH EXISTINGEWS-31X WOOD TRIM TOMATCH EXISTINGWOOD JAMBEXTENSIONALIGN1 1/8"3/8"3/4"4"3/8"EXISTING TRANSOMEXISTINGWOOD CASINGEXISTING WOODBACK BANDWOOD STORMSASH FRAME TOMATCH PROFILEOF TRANSOM3/4" INSULATINGGLASSREMOVABLEWOOD STOP5/16" SMOOTH-FACEDFIBER CEMENT PANEL5/8"1"5/8"1 15/16"EQEQ1 15/16"HOLLOW METAL FRAMEGLAZINGSTOP ON SECURE SIDE OFFRAMEBIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:09:12 PMA602DOOR DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRBRENOVATIONS & ADDITIONS TO 3" = 1'-0"F12" HM WRAPPED DOOR HEAD 3" = 1'-0"F32" HM WRAPPED LITE HEAD/ JAMB/ SILL 3" = 1'-0"F42" HM WRAPPED LITE MULLION 3" = 1'-0"E12" HM WRAPPED DOOR JAMB 3" = 1'-0"C7HM INSET HEAD 3" = 1'-0"E61" HM WRAPPED DOOR JAMB 3" = 1'-0"F81" HM WRAPPED LITE HEAD/ JAMB/ SILL 3" = 1'-0"E81" HM WRAPPED LITE MULLION 3" = 1'-0"E42" HM WRAPPED LITE/ DOOR MULLIONREVISION SCHEDULENAME DATE 3" = 1'-0"C9HM DOOR HEAD 3" = 1'-0"A9HM DOOR JAMB 3" = 1'-0"A4WOOD DOOR JAMB 3" = 1'-0"A7HM INSET JAMB 3" = 1'-0"F61" HM HEAD 3" = 1'-0"E3HM SILL 3" = 1'-0"A1WOOD DOOR HEAD DETAIL 3" = 1'-0"E91" HM WRAPPED LITE MULLIONPHOTO 602.1: VIEW OF EXISTING SOUTH ENTRANCE, EXTERIOR SIDEEXISTING BACKBACK CASINGTO BE MATCHEDEXISTING CASINGTO BE MATCHEDEXISTING CASINGTO BE REMOVEDSTORM SASH TOMATCH TRANSOMPROFILE
EWS 3EWS 3W05W04W02W01W03W06V.I.F.± 7' - 8 3/4" M.O.2"EQEQEQEQEQEQEQV.I.F.± 3' - 2" M.O.EQEQEQEQ2"2"2"EQEQEQEQEQEQ2"2"EQEQEQEQEQEQEQ2"2"V.I.F.± 4' - 8" M.O.V.I.F.± 7' - 6 3/4" M.O.EQEQEQEQEQEQV.I.F.± 4' - 8" M.O.2"2"2"V.I.F.± 6' - 11" M.O.4' - 7"2' - 3"EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ2"2"2"2"2"2"2"2"V.I.F.± 5' - 10 3/4" M.O.V.I.F.± 1' - 9" M.O.V.I.F.± 3' M.O.V.I.F.± 5' - 5 3/4" M.O.EQEQEQEQEQV.I.F.± 3' - 2" M.O.EQEQ2"2"2"V.I.F.± 7' - 3 3/4" M.O.EQEQEQEQEQEQEQEQEQEQE QEQEQ EQEQEQEQEQEQE Q
3"3"3"SUNSHADEALUMINUM-FRAMEDSTOREFRONTEXISTINGMASONRY WALLFACE OF STOREFRONTFRAMEELEVATION VIEWPLAN VIEWELEVATION VIEW - ALTERNATE 3A & 3BPLAN VIEW - ALTERNATE 3A & 3B3"SUNSHADEALUMINUM-FRAMEDSTOREFRONTEXISTINGMASONRY WALL WINDOW STOOLSHIM AND BLOCKINGAS REQUIREDALUMINUM STOREFRONTGLAZING1/2" PLYWOODEXISTING BRICK SILLFACE OF WALL BEYONDSILL PAN FLASHING TOMATCH STOREFRONTSHIM AS REQUIREDSEALANT BOTH SIDES OFFRAME ENTIRE PERIMETERRECESSED ROLLERWINDOW SHADESIMULATEDDIVIDED LITEGRILLEREMOVEABLE GRILLESUNSHADEEXISTINGMASONRY WALLSEALANTCORNER BEADHEATING UNIT WHEREINDICATED REFER TOMECHANICAL DRAWINGSFOR LOCATIONSCOORDINATEWITHMECHANICALDRAWINGS2' - 1 1/2"FACE OF WALL BEYOND3/4"3/4"1 1/2"8"CORNER BEADA651A5FIRST FLOORFINISH FLOOR101' - 1"BIDDOCUMENTABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 W. State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.comWARNING: It is a violation of NewYork State Law for any person,unless acting under the direction ofa licensed Architect, to alter thisdocument in any way. If a documentbearing the seal of an Architect isaltered, the altering Architect shallaffix to such document his seal andthe notation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.DATE:PROJECT:OTHER:DRAWN BY:7/18/2016 5:09:16 PMA651WINDOWELEVATIONSAND DETAILS06 JULY 2016ITHACA, NEW YORK 14850ELMIRA SAVINGS BANK602 WEST STATE STREET2015059CRB, LLRENOVATIONS & ADDITIONS TO 1/2" = 1'-0"E4WINDOW ELEVATIONS 3" = 1'-0"A5SUNSHADE SECTION, TYPICAL, U.O.N. 1 1/2" = 1'-0"A1WINDOW SECTION - TYPICAL, U.O.N.REVISION SCHEDULENAME DATE
REMOVE ALL SANITARY AND VENT PIPINGTHROUGHOUT BUILDING UP TO SERVICEENTRANCE, EXCEPT AS NOTED.REMOVE ALL DOMESTIC WATER PIPING THROUGHOUTBUILDING UP TO 1" SERVICE ENTRANCE.1"CW4"WREMOVE ALL SPRINKLER PIPING, HEADS,VALVES THROUGHOUT BUILDING, UP TO4" SERVICE ENTRANCE. EXISTINGBUILDING IS FULLY SPRINKLERED.4"SPKREMOVE SEWAGE EJECTORAND ALL RELATED PIPING.REMOVE ALL GAS PIPINGTHROUGHOUT BUILDINGAND EXTERIOR. COORDINATEMETER REMOVAL WITH NYSEG.SEAL PENETRATION.GAS UP TO KITCHEN ANDROOFTOP EQUIPMENT2"GSUMP PUMP AND RELATEDDISCHARGE PIPING REMAIN.REMOVE SUMP PUMPAND RELATED PIPING2"SPK4"FDCSTREMOVE AIR HANDLING UNIT/BOILER ANDALL ASSOCIATED DUCTWORK, PIPING, DISTRIBUTION,AND ANYTHING RELATED TO EACH SYSTEMREMOVE HOT WATERTANK AND ALL ASSOCIATEDPIPING AND DISTRIBUTIONREMOVE UNITHEATER2" COPPER DRAIN UP.TERMINATION UNKOWN. TO BERELOCATED ON 2ND FLOOR.COORDINATE IN FIELD.REMOVE ELECTRICAL SERVICE,SEAL ALL UNUSED WALLPENETRATIONSGREASE TRAP PIPINGCONTINUED ON C101REMOVE ALLPLUMBING FIXTURESAND RELATED PIPINGREMOVE ALL PLUMBING FIXTURESAND GAS FIRED EQUIPMENTREMOVE ALL KITCHEN EXHAUSTHOOD DUCTWORK, EXHAUST FANS,AND EVERYTHING RELATED TO THEEXHAUST SYSTEMREMOVE FAN COILAND ALL ASSOCATEDPIPINGREMOVE ALL CONDENSING UNITSAND ASSOCIATED PIPING AND ELECTRICALREMOVE ALL HOT WATERBASEBOARD AND ALLASSOCIATED PIPINGREMOVE ALL SURFACE MOUNTED BUILDING LIGHTINGAND ASSOCIATED CONDUIT/WIRINGREMOVE ALL SURFACE MOUNTED BUILDING LIGHTINGAND ASSOCIATED CONDUIT/WIRINGREMOVE DISHES & ANTENNASAND ALL ASSOCIATED WIRING(WALL AND ROOF)REMOVE ALL INTERIOR ELECTRICALWORK (WIRE, CONDUITS, BOXES,FIXTURES, ETC)REMOVE ALL INTERIOR ELECTRICALWORK (WIRE, CONDUITS, BOXES,FIXTURES, ETC)REMOVE ALL INTERIOR ELECTRICALWORK (WIRE, CONDUITS, BOXES,FIXTURES, ETC)REMOVE ALL PLUMBINGFIXTURES AND RELATED PIPING.REMOVE ALL FANCOILS AND ASSOCIATEDDUCTWORK, PIPING, CONTROLSREMOVE ROOFTOP UNITAND ALL ASSOCIATED PIPING,DUCTWORK, AND ELECTRICAL110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475MD101MECHANICAL,ELECTRICAL,PLUMBING,FIRE PROT.DEMOLITION9 FEBRUARY 20172015059DD, FS, MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/8" = 1'-0"1BASEMENT DEMOLITION 1/8" = 1'-0"2FIRST FLOOR DEMOLITION 1/8" = 1'-0"3SECOND FLOOR DEMOLITION 1/8" = 1'-0"4ROOF DEMOLITIONNREMOVE ALL HOT WATERBASEBOARD AND ALLASSOCIATED PIPINGREMOVE ALLEXHAUST FANSREVISION SCHEDULENAME DATE28 SEPT 2016
DPendent Sprinkler W/GuardBall Valve or Curb ValveDouble Check ValveOS&Y Gate ValveUpright Sprinkler W/GuardPendent SprinklerUpright SprinklerDry Sidewall SprinklerConcealed Pendent SprinklerLEGENDConnect to Existing8'-0"ElevationGENERAL1.Provide a complete wet pipe fire sprinkler system per the latest edition of NFPA 13,applicable codes, and the specifications.2.Sprinkler design is performance based. Contractor shall design system subject to approval byAHJ, perform all hydraulic calculations, and submit working drawings stamped by a licensedprofessional.3.Submit product data for valves, sprinklers, specialties, and alarms.4.Occupancy is light hazard.5.Installation shall be made with piping run level plumb. And square to building structure in aneat manner. Changes in direction shall be made with proper pipe fittings.6.The indicated sprinkler layout, sizing, and routing are diagrammatic to represent the scope ofwork. Piping shown is illustrative of intended piping and sprinkler locations. Contractor shallfield determine all sprinkler locations, positions, pipe routing, sizing, and accessories toprovide a fully sprinklered building.7.Comply with NFPA 13, 26, and 70.8.Use UL listed and labeled and FM approved pipe and fittings.9.Provide supervision of valves and flow switches.10.The contractor shall arrange for all necessary hydrant flow tests and system inspections withthe City of Ithaca.CEILINGS1.Coordinate sprinkler locations with exposed structure, light fixtures, mechanical equipment,and duct to comply with NFPA 13 requirements for clearances to obstructions.2.Ceiling type and heights are noted on the architectural drawings. Contractor shall verify ceilingand sprinkler installation details prior to final design of system.3.Conceal sprinkler piping above ceilings as indicated and wherever space permits. Centersprinklers in ceiling tiles as closely as possible. Minimum distance from grid to sprinkler is 6".4.Provide concealed sprinklers in all finished suspended ceilings.PIPING1.The architect/engineer/owner shall be notified of conflicts in sprinkler system location prior toinstallation of conflicting elements.2.All exposed piping in finished areas shall be schedule 40 steel pipe with threaded fittings.3.Paint all exposed piping & fittings in finished areas. Clean pipe surface free of excess oils,pipe joint compound, and debris to accept painting. Apply two coats of color selected byowner.4.All trapped piping shall be fitted with a plugged outlet for draining. Provide drain valveswherever necessary to permit complete drainage of system.5.Provide inspector test connections for testing and drainage purposes as required by NFPA13.6.All piping penetrations through masonry walls and floors shall be core drilled. Vacuum drillingbases shall be used to prevent damage to the walls.7.Fire seal all pipe penetrations through fire rated partitions and floors at both ends withelastomer fire caulk.8.Furnish and install chrome plated steel, floor and ceiling plates for all exposed pipepenetrations through walls and ceilings.110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP001NOTES,SCHEDULES, &LEGEND28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOFIRE PROTECTION NOTESThe following are the documentation requirements for Fire Sprinkler Systems as required by the Fire Code of NYS and the City of Ithaca FireDepartment. Three copies of each of the required documents need to be submitted: 1 for the Ithaca Fire Department, 1 for the Ithaca BuildingDepartment, and 1 copy that will be returned to the contractor after the installation permit has been approved.A. Working Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from thefollowing list that pertain to the design of the system:(1) Name of owner and occupant.(2) Location, including street address.(3) Point of compass.(4) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling constructionand method of protection for nonmetallic piping.(5) Location of partitions.(6) Location of fire walls.(7) Occupancy class of each area or room.(8) Location and size of concealed spaces, closets, attics, and bathrooms.(9) Any small enclosures in which no sprinklers are to be installed.(10) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main testresults and system elevation relative to test hydrant (see A.23.1.8).(11) Other sources of water supply, with pressure or elevation.(12) Make, type, model, and nominal K factor of sprinklers including sprinkler identification number.(13) Temperature rating and location of high temperature sprinklers.(14) Total area protected by each system on each floor.(15) Number of sprinklers on each riser per floor.(16) Total number of sprinklers on each dry pipe system, preaction system, combined dry pipe preaction system, or deluge system.(17) Approximate capacity in gallons of each dry pipe system.(18) Pipe type and schedule of wall thickness.(19) Nominal pipe size and cutting lengths of pipe (or center to center dimensions). Where typical branch lines prevail, it shall be necessary to sizeonly one typical line.(20) Location and size of riser nipples.(21) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections to be shop welded and thetype of fittings or formations to be used.(22) Type and locations of hangers, sleeves, braces, and methods of securing sprinklers when applicable.(23) All control valves, check valves, drain pipes, and test connections.(24) Make, type, model, and size of alarm or dry pipe valve.(25) Make, type, model, and size of preaction or deluge valve.(26) Kind and location of alarm bells.(27) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment.(28) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves,valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade.(29) Piping provisions for flushing.(30) Where the equipment is to be installed as an addition to an existing system, enough of the existing system indicated on the plans to make allconditions clear.(31) For hydraulically designed systems, the information on the hydraulic data nameplate.(32) A graphic representation of the scale used on all plans.(33) Name and address of contractor.(34) Hydraulic reference points shown on the plan that correspond with comparable reference points on the hydraulic calculation sheets.(35) The minimum rate of water application (density or flow or discharge pressure), the design area of water application, in rack sprinkler demand,and the water required for hose streams both inside and outside.(36) The total quantity of water and the pressure required noted at a common reference point for each system.(37) Relative elevations of sprinklers, junction points, and supply or reference points.(38) If room design method is used, all unprotected wall openings throughout the floor protected.(39) Calculation of loads for sizing and details of sway bracing.(40) The setting for pressure reducing valves.(41) Information about backflow preventers (manufacturer, size, type).(42) Information about antifreeze solution used (type and amount).(43) Size and location of hydrants, showing size and number of outlets and if outlets are to be equipped with independent gate valves. Whether hosehouses and equipment are to be provided, and by whom, shall be indicated. Static and residual hydrants that were used in flow tests shall be shown.(44) Size, location, and piping arrangement of fire department connections.(45) Ceiling/roof heights and slopes not shown in the full height cross section.(46) Edition year of NFPA 13 that the sprinkler system is designed to.B. Water Supply Capacity Information. The following information shall be included:(1) Location and elevation of static and residual test gauge with relation to the riser reference point(2) Flow location(3) Static pressure, psi (bar)(4) Residual pressure, psi (bar)(5) Flow, gpm (L/min)(6) Date(7) Time(8) Test conducted by or information supplied by(9) Other sources of water supply, with pressure or elevationC. Hydraulic calculations shall be prepared on form sheets that include a summary sheet, detailed worksheets, and a graph sheet.The hydraulic summary sheet shall contain the following information, where applicable:(1) Date(2) Location(3) Name of owner and occupant(4) Building number or other identification(5) Description of hazard (for storage applications, the commodity classification, storage height, and rack configuration shall be included)(6) Name and address of contractor or designer(7) Name of approving agency(8) System design requirements, as follows:(a) Design area of water application, ft2 (m2)(b) Minimum rate of water application (density), gpm/ft2 (mm/min). Where sprinklers are listed with minimum water application in gpm (L/min) orpressure in psi (bar), the minimum rate of water application shall be indicated in gpm (L/min) or pressure, psi (bar).(c) Area per sprinkler, ft2 (m2)(9) Total water requirements as calculated, including allowance for inside hose, outside hydrants, and water curtain and exposure sprinklers(10) Allowance for in rack sprinklers, gpm (L/min)(11) Limitations (dimension, flow, and pressure) on extended coverage or other listed special sprinklersThe Detailed worksheets or computer printout sheets shall contain the following information:(1) Sheet number(2) Sprinkler description and discharge constant (K)(3) Hydraulic reference points(4) Flow in gpm (L/min)(5) Pipe size(6) Pipe lengths, center to center of fittings(7) Equivalent pipe lengths for fittings and devices(8) Friction loss in psi/ft (bar/m) of pipe(9) Total friction loss between reference points(10) In-rack sprinkler demand balanced to ceiling demand(11) Elevation head in psi (bar) between reference points(12) Required pressure in psi (bar) at each reference point(13) Velocity pressure and normal pressure if included in calculations(14) Notes to indicate starting points or reference to other sheets or to clarify data shown(15) Diagram to accompany gridded system calculations to indicate flow quantities and directions for lines with sprinklers operating in the remotearea(16) Combined K-factor calculations for sprinklers on drops, armovers, or sprigs where calculations do not begin at the sprinklerSprinkler system components shall be listed and approved for the purpose for which they are installed.All underground connections, above ground piping, and in building piping shall be inspected, hydrostatically tested, and flushed per the requirementsof NFPA 13 and the Fire Code of New York State. Ithaca Fire Department shall perform all inspections. The Ithaca Fire Department shall witness allflushing of piping, and testing of alarm devices. All hydrostatic testing shall be performed prior to any sprinkler piping being concealed by walls,ceilings, or other obstructions from visual inspection. The Ithaca Fire Department, prior to the underground service being concealed, shall witnesshydrostatic testing and flushing of underground water services.Upon completion of the installation, the contractor shall submit a written statement to the Ithaca Fire Department that the system has been installed inaccordance with approved plans and tested in accordance with the manufacturer’s specifications, and the appropriate NYS and NFPA requirements.CITY OF ITHACA DOCUMENTATION REQUIREMENTSTEST DATE 6/10/2016FLOWED HYDRANT G320GAUGED HYDRANT G031STATIC PRESSURE 91 PSIRESIDUAL PRESSURE 78 PSIFIELD FLOW 1,093 GPMGPM 20PSI 2,734 GPMHYDRANT FLOW DATASPRINKLER SCHEDULECount Type Description Response Coverage Sprinkler Finish Escutcheon/Cover Finish1 QR Horizontal Sidewall Quick Standard Chrome27 A QR Concealed Pendent Quick Standard Bronze White14 B QR Pendent Quick Standard White in fiished areas; Bronze elsewhere White20 C QR Upright Quick Standard White in fiished areas; Bronze elsewhere2 D QR Upright with Guard Quick Standard Bronze19 E QR Pendent with Guard Quick Standard BronzeREVISION SCHEDULENAME DATE
4FP201CONNECT TO DCV-1.REFER TO P101.STORAGEB005CORRIDORBC002SPRINKLER/WATERSERVICEB004MECHANANICALB002CORRIDORBC001ELEVATORMACHINEB007TEL / DATAB006BELOW STAIR LANDINGELEVATORB001BELOW STAIR LANDINGSTAIR #2BS002INACCESSIBLE NON-COMBUSTIBLECONCEALED SPACE2FP201INACCESSIBLE NON-COMBUSTIBLECONCEALED SPACESHEETROCK ON WOODJOISTS, TYPICAL THIS FLOOR.1FP202DRAIN SPRINKLER TO SUMPFDCKEEP PIPING ASHIGH AS POSSIBLE5FP201DRAIN TO HVACCONDENSATERECEPTOR110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP101BASEMENTSPRINKLER28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1BASEMENT SPRINKLER REFLECTED CEILING PLANNREVISION SCHEDULENAME DATE
4FP201STAIR 1S101????STAIR 2S102??112FP201NORTHVESTIBULE102UP1FP2022211' - 0"9' - 0"12' - 0"12' - 0"12' - 0"12' - 0"11' - 3"3333FP20111' - 4"11' - 4"8' - 0"11' - 4"8' - 0 5/8"3CD12FEB2 1/2"UP&DN5FP201ELEVATOR101VAULT103ATELLER103MANAGER106OFFICE 1108STAFF110TOILET 1110AOFFICE 2109BUSINESS HUB107SOUTH VESTIBULE104IT102ACORRIDOR105SUSPENDEDGYPSUM CEILINGSUSPENDEDGYPSUMCEILING110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP102FIRST FLOORSPRINKLER28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1FIRST FLOOR SPRINKLER REFLECTED CEILING PLANNKEYNOTE LEGENDKey Value Keynote Text1 Maximum 2" hole in center of steel beam web, typical.2 Sprinkler below equipment.3 Above suspended ceiling.REVISION SCHEDULENAME DATE
4FP201ELEVATOR201STAIR 2S102STAIR 1S1012FP2011FP2011FP202DN TOBASEMENTCAAAAABBTYPOPEN TO ROOFSTRUCTURESKYLIGHT3CD12FEBTOILET 3203TOILET 4204JANITOR202ATOILET 2202BFUTURE FIT-OUT TENANT207ELEVATOR LOBBY202110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP103SECONDFLOORSPRINKLER28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1SECOND FLOOR SPRINKLER REFLECTED CEILING PLANNREVISION SCHEDULENAME DATE
SECOND FLOOR113' - 10"T/O PLATE - SOUTH126' - 6 1/4"1FP202CDFBSECOND FLOOR113' - 10"Electrical Site98' - 4"STAIR ROOF - B/ODECKING123' - 6"BASEMENT FLOOR93' - 1 1/2"FINISHCEILINGNORTHVESTIBULE1021FP202STAIR 1S201CDFEBELEVATOR101SECOND FLOOR113' - 10"123FIRST FLOOR101' - 0"SECOND FLOOR113' - 10"T/O PLATE - NORTH125' - 1"BASEMENT FLOOR93' - 1 1/2"FUTUREFIT-OUTTENANT-1207-1FUTUREFIT-OUTTENANT-3207-31FP202CDFBTELLER103CORRIDOR105STORAGEB005CORRIDORBC002MECHANANICALB00211FP202VAULT103ATELLER103STAFF110CORRIDORBC001MECHANANICALB00234110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP201EAST-WESTSECTIONS28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOKEYNOTE LEGENDKey Value Keynote Text1 Existing 3x12 Joists, typical.2 Gypsum finish ceiling.3 2x6 sleepers above joists, typical.4 Maximum 2" hole in center of steel beam web, typical. 1/4" = 1'-0"1SECTION LOOKING NORTH 1/4" = 1'-0"2NORTH VESTIBULE 102 LOOKING NORTH 1/2" = 1'-0"3TYPICAL SPRINKLER AT EXPOSED JOIST 1/4" = 1'-0"4SECTION LOOKING NORTH 1/4" = 1'-0"51 Vault Teller StaffREVISION SCHEDULENAME DATE
FIRST FLOOR101' - 0"SECOND FLOOR113' - 10"T/O PLATE - NORTH125' - 1"4FP201BASEMENT FLOOR93' - 1 1/2"2FP2011FP2013125FP201ELEVATOR LOBBY202NORTH VESTIBULE102TELLER103SOUTH VESTIBULE104110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP202NORTH-SOUTHSECTIONS28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1SECTION LOOKING WESTREVISION SCHEDULENAME DATE
110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475FP501SCHEMATICS28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TONo Scale1SPRINKLER ISOMETRICREVISION SCHEDULENAME DATE
WASTEWASTE BELOW FLOORVENTCOLD CWHOT HWBALL VALVEGATE VALVECHECK VALVEPRESSURE REDUCING VALVEVENT THRU ROOFVTREXISTING TO REMAIN (HALF-TONE)DEMOLISHEDLEGENDCONNECT TO EXISTINGBACKFLOW PREVENTER2 LINE PIPE - BORDER INDICATES TYPEFRESH AIR INLETFAIRAIN LEADERRLFIRST FLOOR101' - 0"COFAISPRINKLER RISERDCV-1DCV-21 1/4"CW4"WEXISTINGSUMP PUMPEXISTING STORM DRAINCDFB3/4"CW110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475P001DETAILS,SCHEDULES, &LEGEND28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOPLUMBING FIXTURE SCHEDULENo substitutions except roof drains, Sink S-1, Sump Pump SP-1.Type Manufacturer ModelDescriptionCommentsEWC-1 Elkay LZSTLG8 Bi-level filtered water cooler, lead-free, GreenSpec Listed, 8 gph.L-1 American Standard 0356.421 20x18 Wall Hung, single center hole.Provide carrier, J. R. Smith 700 series or equal.L-1.1 Sloan EAF-100-P-ISM-EAF-12 Optima i.q. 120V Plug-in Electronic Faucet with Temperature Adjustment; 0.5 gpmRD-1 WATTS RD-254 4" One-Piece Combination Roof Drain & Secondary OverflowRDN-1 WATTS RD-944P 4" Downspout with Push-On ConnectionS-1 Fiat MSB2424 24x24x10 mop sink, hose and bracket, vinyl bumper guard, stainless wall guard.S-1.1 T&S Brass B-0665-BSTR 8" Wall mount faucet, solid cast brass body, with cast metal blade handles, wall brace, integral vacuum breaker, integral stops, pail hook, hose end andtop brace.S-2 Elkay ELUH1418PD 16.5x20.5 undermount 18 ga. stainless steel sink with LKPD1 drain.Install with 1/8" overhang mounting profile per manufacturer'sinstructions.S-2.1 Delta 9159-DST Single Hole, Gooseneck Faucet; Pull Down SpraySP-1 Zoeller 940-0013 Packaged Oil Guard Pump and Alarm System; 1/2HP, 120 volt, 10.5 amp.Install alarm panel in 1st floor office as indicated.WC-1 American Standard 3351.001 Afwall elongated 1.28 GPF toilet, wall mounted for flush valve, vitreous china with EverClean™ antimicrobial surface. Provide carrier, Mifab MC-14 or similarWCFV-1 Sloan 111-1.28-ES-S TMO 120 Volt Water Closet Flush Valve, 1.28 GPF, True Mechanical OverrideExposed Electronic "not touch" Sensor Activated Royal OptimaFlushometerWCS-1 Church 295SSCT Closet seat, elongated heavy weight solid plastic, open front less cover, concealed check hinges, stainless steel posts.WH-1 J. R. Smith 5509QT Quarter Turn Recessed Wall HydrantWATER HEATER SCHEDULEProvide as specified or equal.Type Manufacturer Model Gallons Description Height, in. Weight, lbs Type Fuel Recovery GPH Temp. Rise Voltage Phase Watts NotesWH-1 A. O. Smith EJCS-20 19 gal Electric water heater 2' - 1" 68 Electric 11 90 °F 120 V 1 2500SPECIALTY VALVE SCHEDULEType Manufacturer Model Description SizeDCV-1 Watts LF757-BFG Lead Free Double Check Backflow Assembly 3"-3"DCV-2 WATTS LF007-QT-S Lead Free Double Check Backflow Preventer Assembly with Strainer 1 1/4"-1 1/4" 1/4" = 1'-0"1BASEMENT LOOKING SOUTHREVISION SCHEDULENAME DATE
WH-1CONTINUED ONSPRINKLER DRAWINGSEXISTING 4"SANITARY SERVICE18"+/- AFF.3"4"EXISTING FIRESERVICEDCV-1EXISTING 1" WATER SERVICE1 1/4"CWDCV-2CONTINUED ON SITE PLANNEW FAI FLUSHPERFORATED GRATE20"+/- ABOVE GRADE.4"RL1P001KEEP AS HIGH AS POSSIBLESP-1EXISTING SUMP PUMP4"STSTORAGEB005CORRIDORBC001CORRIDORBC002MECHANANICALB002STAIR #2BS002TEL / DATAB006ELEVATOR MACHINEB007STAIR #1BS001ELEVATORB001110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475P101BASEMENTPLUMBING28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1BASEMENT PLUMBINGNREVISION SCHEDULENAME DATE
WC-1L-1STAIR 2S102STAIR 1S101??3/4"HWS-2NEW FAI FLUSHPERFORATED GRATE20"+/- ABOVE GRADE.4"RLSECONDARYWASTE BELOW FLOOR3"WUP2"WUPELEVATOR SUMPALARMNORTH VESTIBULE102TELLER103MANAGER106OFFICE 1108OFFICE 2109BUSINESS HUB107SOUTH VESTIBULE104VAULT103AELEVATOR101STAFF110TOILET 1110AIT102ACORRIDOR105J. R. SMITH 5509QT WALLHYDRANT. 3' +/- ABOVEGRADE. PROVIDE 1/2"CONNECTION WITH SHUTOFFTO PIPING BELOW S-2 .110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475P102FIRST FLOORPLUMBING28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1FIRST FLOOR PLUMBINGNREVISION SCHEDULENAME DATE
STAIR 2S202ELEVATOR201STAIR 1S201WC-1WC-1L-1L-1S-1EWC-1L-1COORDINATE WITHSPRINKLER PIPINGWC-1RD-14"RL4"RLPRESUMED EXISTING 2" WASTETO BASEMENT. INVESTIGATE ANDREPORT TO ENGINEER.CAP ROUGH-IN FORFUTURE SINK IN WALL.FUTURE FIT-OUT TENANT207TOILET 4204TOILET 3203ELEVATOR LOBBY202TOILET 2202B110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475P103SECONDFLOORPLUMBING28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1SECOND FLOOR PLUMBINGNREVISION SCHEDULENAME DATE
4"RL4"RLRDN-1ALL HORIZONTAL 90° BENDSSHALL BE LONG SWEEP.HVAC CONDENSATERECEIVERAIR ADMITTANCE VALVES-2WC-1L-1WC-1L-1EWC-1S-1WC-1L-1WC-1RD-1Connect toExistingEXISTING SUMP PUMP1 1/2"W4"W3"W2"W4"W3"W3"W2"W2"W1 1/2"W3"W3"W1 1/2"W3"W1 1/2"WCOORDINATEWITH SPRINKLERL-1CONTINUED ONSITE UTILITY PLAN2"V1 1/2"V2"V1 1/2"V2"V2"V3"V2"V2"V1 1/2"V1 1/2"V3"V3" VTRCOCOFAICOCO4"VEXISTING STORM DRAIN4"WSP-1CAP IN WALL FORFUTURE SINK1 1/2"W2"W TO BE RELOCATED.INVESTIGATE IN FIELD.Connect toExistingConnect toExistingDCV-1WH-1L-1WC-1S-2L-1WC-1EWC-1S-1WC-1L-1L-1WC-11 1/4"CW3/4"CW1"CW1 1/4"CW1 1/4"CW3/4"CW3/4"HW1"CW1/2"CW1"CW1 1/4"CW1"CW1"CW1"CW1"CW1/2"CW1/2"CW3/4"HW3/4"HW1/2"HW1"CW1/2"HW3/4"HW4"SPKCONTINUED ON FP101DCV-21/2"CW1/2"HWCAP IN WALL FORFUTURE SINK1/2"HW110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475P501SCHEMATICS28 SEPT 20162015059FSITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TONo Scale1DWV ISOMETRICNo Scale2SUPPLY ISOMETRICREVISION SCHEDULENAME DATE
MCTSEXHAUST GRILLERETURN GRILLESUPPLY DIFFUSERVOLUME DAMPERFIRE DAMPERCONTROL DAMPERLEGENDCONNECT TO EXISTINGMASTER THERMOSTATTIME CLOCKDEMOLISHEDEXISTING TO REMAINTHERMOSTATROOM SENSORFLEX DUCT110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M001NOTES &LEGEND28 SEPT 20162015059DDITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOSEQUENCE OF OPERATIONSA.ERV ventilation control system:During occupied periods, the automatic dampers shall open and the ERV shall run onrecieving a signal from wall mounted CO2 sensors. CO2 setpoint shall be 1,000 ppm,adjustable. In unoccupied mode, ERV is to turn off. The electric duct heater is to turn onwhen the discharge duct mounted thermostat from the ERV reads below 50 degrees(adjustable). The electric duct heater is to be interlocked with the ERV and shallnormally remain off.B.Heat pump fan coil units:Each fan coil shall have a thermostat which will be controlled locally and through themaster controller for global setpoints.C.Electric Baseboard:The VRF system is to be the primary heating/cooling system to reach setpointtemperatures. In heating mode, upon the space temperature dropping 3 degrees belowsetpoint temperature (in occupied mode) the auxiliary heat contacts are to turn on thesecondary electric baseboard heating. The secondary electric baseboard heatingsystem is to turn on and remain on until satisfying the setpoint temperature. These spacesetpoints and deviations are to be adjustable by the owner. Electric resistance heat inbathrooms and entrances shall be able to be controlled manually in each spaceindependent of VRF system.D.Unit HeaterThe unit heater is to be thermostatically controlled. Upon a call for heat, the unit heateris to turn on and remain on until satisfying the thermostat. When there is no call for heat,the unit heater shall remain off.REVISION SCHEDULENAME DATE
UH-1UNIT HEATER THERMOSTATTO BE LOCATED NEAR FIRESERVICE PIPING. SET THERMOSTATTO 40 DEGREEES F.5' - 0"UNIT MOUNTED THERMOSTAT.SET TO 40 DEGREES F.CU-3ON 6" POUREDCONCRETE PAD110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M101BASEMENTPLAN28 SEPT 20162015059AuthorITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1BASEMENT PLANNREVISION SCHEDULENAME DATE
STAIR 1S101????????CU-1CU-21M301PVC CONDENSATERISER TO CONNECTTO CONDENSATEACCEPTOR INBASEMENTC150C150D300E200C230C230B460A50C150C150C15010"ø12"ø12"ø12"ø12"øC150A5010"ø10"ø10"ø10"ø6"ø6"ø8"ø8"ø6"ø6"ø4"øNORTHVESTIBULE102FC-2FC-3FC-4FC-5STAIR 2S102FC-6FC-8FC-7FC-9FC-14C20012"ø12"ø20"øD300D150EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-12M3013M3014M3015M301ERV-1FC-1FC-2FC-318"x6"ELECTRIC DUCTHEATERBOTTOM OFREGISTERTO BE 12" AFFWIREMESHSCREEN4"ø0' - 8"3' - 0"1' - 1 7/8"ELECTRIC DUCT HEATERWITH AIR BAFFLESWARREN CBK110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M102FIRST FLOORPLAN - DUCT28 SEPT 20162015059DDITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1FIRST FLOOR PLAN - DUCTNREVISION SCHEDULENAME DATE
??FUTUREFIT-OUTTENANT-3207-3STAIR 2S202ELEVATOR201STAIR 1S201A50A50A50A50PVC CONDENSATERISER TO CONNECTTO CONDENSATEACCEPTOR INBASEMENT10"øFC-13EBH-2EBH-2EBH-2EBH-3EBH-3EBH-3EBH-3EBH-3EBH-6EBH-6EBH-1EBH-1EBH-1*IF ANY WALL PARTITIONS ARE ADDED TO THE SPACE, THE DISTRIBUTION DUCTWORK IS TO BE REDESIGNED.1465 SFFUTUREFIT-OUTTENANT-1207-1FC-10FC-11FC-12ERV-28"ø8"ø10"ø10"ø10"ø10"ø10"ø8"ø6"ø8"ø6"øUP TO ROOFUP TO ROOFUP TO ROOFELECTRIC DUCT HEATERWITH AIR BAFFLESWARREN CBK10"ø110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M103SECONDFLOOR PLAN -DUCT28 SEPT 20162015059DDITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"12ND FLOOR PLAN - DUCTNREVISION SCHEDULENAME DATE
110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M104MECHANICALISOMETRIC28 SEPT 20162015059AuthorITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO1MECHANICAL ISOMETRICREVISION SCHEDULENAME DATE
FC-5FC-47' - 11"FC-148' - 0"FC-77' - 11"FC-86' - 3"FC-13110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M301SECTIONS28 SEPT 20162015059DDITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1MECH SECTION 1/4" = 1'-0"2MECH SECTION 1/4" = 1'-0"3MECH SECTION 1/4" = 1'-0"4MECH SECTION 1/4" = 1'-0"5Mech Section 5 1/4" = 1'-0"6MECH SECTIONREVISION SCHEDULENAME DATE
DUCT MAINSQUARE TO ROUND45° TAKEOFFMANUAL VOLUME DAMPERINSULATED FLEX DUCT,4 FEET MAXIMUM.PANDUIT STRAP, TYPCEILINGSUPPLY DIFFUSERMETAL ELBOWINSULATED FLEX DUCT,4 FEET MAXIMUMFOR LIMITED CEILING SPACE24" MINBIRD SCREENSS CLAMPINGRINGSEALANTWATER CUTOFFMASTICPRE-MOLDEDPIPE BOOTSS CLAMPING RINGINSEAM SEALANTSPLICING CEMENTLAP SEALANTINSULATIONROOF DECKDUCT, SIZE PERDRAWINGSLG PACS4B000CENTRAL CONTROLLERLG PEXPMB000I/O MODULETSSERV CO2 SENSORS, TYPFAN COIL THERMOSTATS, TYPBELECTRIC BASEBOARDAUXILIARY CONTACT, TYPCONDENSING UNITSFAN COIL, TYPTBTB110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M401DETAILS28 SEPT 20162015059DDITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1" = 1'-0"1DUCT BRANCH 1" = 1'-0"2GOOSENECKNo Scale3CONTROLS DETAILREVISION SCHEDULENAME DATE
110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475M601SCHEDULES28 SEPT 20162015059DDITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOFAN COIL SCHEDULEType Manufacturer Model Description Air Flow cfm ESP, in. WCCoolingBtu/HrHeatingLength Width Height Weight, lbsELECTRICALCommentsTotal Btu/Hr Voltage Phase Rated AmpsFC-1 LG Electronics ARNU093BGA4 Ducted Fan Coil 533 0.3 9,600 10,900 17' - 9" 4' - 5" 0' - 113/4"83 208 V 1 4 A Provide disconnect, mounting material and hardware, programmable thermostatFC-2 LG Electronics ARNU153BGA4 Ducted Fan Coil 487 0.3 15,400 17,100 4' - 5" 4' - 5" 0' - 113/4"83 208 V 1 4 A Provide disconnect, mounting material and hardware, programmable thermostatFC-3 LG Electronics ARNU153BGA4 Ducted Fan Coil 487 0.3 15,400 17,100 4' - 5" 4' - 5" 0' - 113/4"83 208 V 1 4 A Provide disconnect, mounting material and hardware, programmable thermostatFC-4 LG Electronics ARNU153SBR4 Wall Mounted Fan Coil 290 0.1 9,600 10,900 2' - 11 1/4" 0' - 8 1/8" 0' - 113/4"24 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-5 LG Electronics ARNU243SCL4 Wall Mounted Fan Coil 494 0.1 24,200 27,300 3' - 4 1/2" 9' - 9" 1' - 03/4"34 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-6 LG Electronics ARNU183SCL4 Wall Mounted Fan Coil 441 0.1 19,100 21,500 3' - 4 1/2" 0' - 9 3/4" 1' - 03/4"34 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-7 LG Electronics ARNU053SBL4 Wall Mounted Fan Coil 230 0.1 5,500 6,100 2' - 11 1/4" 0' - 8 1/8" 0' - 111/2"24 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-8 LG Electronics ARNU153SBR4 Wall Mounted Fan Coil 230 0.1 5,500 6,100 2' - 11 1/4" 0' - 8 1/8" 0' - 111/2"24 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-9 LG Electronics ARNU053TRC4 Cassette Fan Coil 265 0.1 5,500 6,100 1' - 107/16"1' - 107/16"29 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-10 LG Electronics ARNU483B8A4 Ducted Fan Coil 2,019 1.0 48,100 51,200 2' - 3 1/8" 5' - 1 1/2" 1' - 61/8"192 208 V 1 6 A Provide disconnect, mounting material and hardware, programmable thermostatFC-11 LG Electronics ARNU483B8A4 Ducted Fan Coil 2,019 1.0 48,100 51,200 2' - 3 1/8" 5' - 1 1/2" 1' - 61/8"192 208 V 1 6 A Provide disconnect, mounting material and hardware, programmable thermostatFC-12 LG Electronics ARNU483B8A4 Ducted Fan Coil 2,019 1.0 48,100 51,200 2' - 3 1/8" 5' - 1 1/2" 1' - 61/8"192 208 V 1 6 A Provide disconnect, mounting material and hardware, programmable thermostatFC-13 LG Electronics ARNU073SBR4 Wall Mounted Fan Coil 247 0.1 7,500 8,500 2' - 11 1/4" 0' - 8 1/8" 0' - 111/2"24 208 V 1 1 A Provide mounting material and hardware, programmable thermostatFC-14 LG Electronics ARNU093SBR4 Wall Mounted Fan Coil 290 0.1 9,600 10,900 2' - 11 1/4" 0' - 8 1/8" 0' - 113/4"24 208 V 1 1 A Provide mounting material and hardware, programmable thermostatELECTRIC UNIT HEATER SCHEDULEType Manufacturer Model Description InputCapacityBtu/HrAir Flow cfm Length Width Height Weight, lbsELECTRICALCommentsVoltage Phase MCAUH-1 Reznor EGW-12 Electric Unit Heater 3,750.0 kW 12,795 300 1' - 03/8"0' - 10 1/2" 1' - 03/8"20 208 V 1 20 A Provide remote thermostat, disconnect, ceiling mounted hardware.AIR TERMINAL SCHEDULEType Manufacturer Model Description Material & Color Border Type SlotsSlotWidthModuleSizeNECK SIZECommentsDiameter Width HeightA Titus 50F_Code A Eggcrate Return Grille Stainless Steel - Titus - 304 -04 MillSurface Mount 12" 12"B Titus 350RL Return Grille with 35 Degree Deflection Steel - Titus - 26 White Surface Mount 18" 12"C Titus S300FL Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26 White Surface Mount 14" 6" Include air scoop damperD Titus 350RL Return Grille with 35 Degree Deflection Steel - Titus - 26 White Surface Mount 18" 12"E Titus 350RL Return Grille with 35 Degree Deflection Steel - Titus - 26 White Surface Mount 12" 12"CONDENSING UNIT SCHEDULEType Manufacturer Model DescriptionTotal CoolingBtu/HrTotal HeatingCapacityLength Width HeightWeight,lbsELECTRICALCommentsVoltage Phase MCACU-1 LG Electronics ARUN096BTE4 CondensingUnit96,000 108,000 3' - 01/4"2' - 5 15/16" 5' - 6 1/8" 540 208 V 3 49 A Mount on QSSS1019 24" QuickSling Stand, provide disconnect, install snow hood kitCU-2 LG Electronics ARUN144BTE4 CondensingUnit144,000 162,000 3' - 01/4"2' - 5 15/16" 5' - 6 1/8" 0 208 V 3 49 A Mount on QSSS1019 24" QuickSling Stand, provide disconnect, install snow hood kitCU-3 Daikin RK12NMVJU CondensingUnit13,300 0 2' - 51/2"1' - 0" 1' - 9 5/8" 60 208 V 1 15 A Mount on 6" poured pad, provide disconnect.ELECTRIC BASEBOARD HEAT SCHEDULEType Mark Manufacturer Model Description Length Watts/Ft Voltage PhaseEBH-1 Cadet 2F500-8 Electric Baseboard Heater 2' - 6" 440 208 V 1EBH-2 Cadet 3F750-8 Electric Baseboard Heater 3' - 0" 440 208 V 1EBH-3 Cadet 4F1000-8 Electric Baseboard Heater 4' - 0" 950 208 V 1EBH-5 Cadet 6F1500-8 Electric Baseboard Heater 6' - 0" 900 208 V 1EBH-6 Cadet 8F2000-8 Electric Baseboard Heater 8' - 0" 2000 208 V 1ENERGY RECOVERY VENTILATOR SCHEDULEType Manufacturer Model Description Air Flow CFM ESP, in. WCWeight,lbsELECTRICALCommentsVoltage Phase MCAERV-1 RenewAire EV450IN Energy Recovery Ventilator 500 0.5 134 9 A Provide disconnect, wall mounted CO2 sensor, automatic exhaust and outdoor airdamperERV-2 RenewAire EV450IN Energy Recovery Ventilator 500 0.5 134 5 A Provide disconnect, wall mounted CO2 sensor, automatic exhaust and outdoor airdamper208 1208 1REVISION SCHEDULENAME DATE
NO SCALEONE LINE DIAGRAM1E00122 SETS -(4) 250 kCMIL (Cu), IN 3" PVC SCHED 8013(4) #500 kCMIL THHN, IN 4" EMT4C.T.CABINET(4) #3/0 THHN, (1)#6G, 2" EMTEXTERIORFIRST FLOOR4(8) 250 kCMIL (Cu), IN 4" EMTPANEL P1R120/208V 3 400A MLO42 SPACEFEED THRULUGSPANEL P1R120/208V 3 400A MLO42 SPACEPANEL P2120/208V 3 225A MLO42 SPACEPANEL MDP120/208V 3 600A MLO(MAX 6 DISC)3321CORR. BC001SECOND FLOORGRADEPROVIDE 3" RGS 10'UP UTILITY POLEWF3ASPINDIRECT FIXTURESWITCHDUPLEX RECEPTACLEHORN/STROBE / CandelaSTROBE / CandelaPULL STATIONSMOKE DETECTORWALL TELEPHONEVOICE - "F" INDICATES FAXQUAD RECEPTACLEEXIT SIGN - CEILINGEMERGENCY LIGHTEXIT SIGN - WALL#G:GFCIA:Above CounterW:WeatherproofI:Isolated GroundS:Split ReceptacleEXISTING DEVICE/FIXTURE (HALF-TONE)P: PhotoelectricI: IonizationD: DuctH/S: Heat & SmokeON DEMOLITION DRAWINGEXISTING TO REMAIN (HALF-TONE)DEMOLISHEDNEW CONCEALED WIRINGEXISTING WIRE (HALF-TONE)LOUVER FIXTURE# Indicates Quantity ofJacks if More than OneF Indicates FaxDATA OUTLETCEILING SPEAKER3:3 Way4:4 WayF:Fan SpeedOS:Occupancy SensorP:Pilot LightSP:Speaker VolumeT:TimerY:Fused## Indicates Total Quantity ofJacks, Including (1) VoiceVOICE/DATA OUTLETLENSED FIXTUREEmergency Fixture ShownFIRE ALARM CONTROL PANELFACPDOOR HOLDERREMOTE ANNUNCIATORRAPANELBOARD-RECESSEDPANELBOARD-SURFACELEGENDOCCUPANCY SENSOROCCUPANCY SENSORDual RelayNEW SURFACE RACEWAYSECURITY SYSTEMREMOTE EMERGENCY HEADDOOR OPERATORDOWNLIGHTWALL WASHCARD READERCRCALL BUTTONDOOR OPERATOR PUSH BUTTONPDOOR OPERATORDODOOR CONTACTDCREQUEST TO EXITREXKEYPADKMOTION SENSORMSACCESS CONTROL PANELAPELECTRIC STRIKEES208/240 VOLT RECEPTACLEPENDANT LIGHT7575CAMERAWALL SPEAKERFSTSSPRINKLER FLOW SWITCHSPRINKLER TAMPER SWITCH110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E001LEGENDS,SCHEDULES, &ONE-LINEDIAGRAM28 SEPT 20162015059MW/ALITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TOLIGHTING FIXTURE SCHEDULEType Manufacturer Model Description Lamp CommentsA1 EUREKA 4800-72 LED 174.40-120-RDP-AC-60-RC-RAL7032-3981D Pendant LED PG7032 Pebble Grey(RAL7032)A2 EUREKA 4800-54 LED.128.40-120-RDP-AC-60-RC-RAL7032-3981D Pendant LED PG7032 Pebble Grey(RAL7032)B EUREKA 4800-36 LED.80.40-120-RDP-AC-60-RC-RAL7032-3981C Pendant LED PG7032 Pebble Grey(RAL7032)C EUREKA 4800-24 LED.24.40-120-RDP-AC-60-RC-RAL7032-3981C Pendant LED PG7032 Pebble Grey(RAL7032)D Visa Lighting CP5108-LEDNWT-3L10MR16-RAL7032 Pendant 34W, NeutralWhite LED,3500KPG7032 Pebble Grey(RAL7032)EM1 Chloride VLLCR2R Exit-Emergency Light,LED, Xtest Diagnostics,Remote Capacity(2) 2WEM2 Chloride VLLU Emergency Light (2) 3WEM3 Chloride VLL2RGO Emergency Heads LEDEX1 Chloride VERWEM Exit Sign LEDF Focal Point CLA-4-LED-4000K-0/10V/10%-CLR-RAL7032-UNV 4' Linear Pendant LEDG Atlantic Lighting LED6-DLM11-4K-U-6LED10SS 6" Recessed Can LEDG2 HALO H750CAT-ML5606840-691WB 6" Recessed Can LEDH Atlantic Lighting LED8-DLM11-4K-U-8LED10SS 8" Recessed Can LEDJ DCO T232-UNV-1/2-EB T8 Fluorescent Strip (2) 32T8K DCO 2CAG34L840-2-DS-UNV-DIM 2'x2' Troffer LEDL Kenall S141D-P-MW-25L40K-DV Canopy LEDM Stonco LPW16-78BZ Wall Pack LEDN Stonco LPW32-78BZ Wall Pack LEDP DCO LF2FR2040-2-DS-UNV-DIM Wall Mount Strip light A-19Q Kenall RHL7-48-MW-PIA-45L40K-DCC-DV 4' Surface Strip LEDR Kenall AUCLED-I-MW-11L30K-24-120-CS24" Undercabinet Light LED Provide with required fittingsS DCO LF4FR3940UDZT Wall Mount Strip light LEDT1 GE Lighting Solutions EALS010F4AF740NAD1DKBZH/DS330-400Q200-D1-FP-DB-FBC-ABParking Lot Light / 20' pole LEDT2 GE Lighting Solutions (2)EALS010D4AF740NAD1DKBZH/(1)DS330-400Q200-D2-FP-DB-FBS-ABParking Lot Light / 20' pole LEDU Stonco VWXL11GCA-19V Ledalite 2901LAEWN-16-7-1-E-C/A1-48 Wall Wash LED Pendant LED PG7032 Pebble Grey(RAL7032)W EUREKA 3415B-2XLED.6.40-120V`-SC-FRO A-19X Visa Lighting CP5150-IL10MR16-RAL7032 6" Pendant LED PG7032 Pebble Grey(RAL7032)ELECTRICAL CONNECTION SCHEDULEType DescriptionSERVICE LOADSPanel Circuit NumberDISCONNECTVoltage Phase VA MCA MOCP MC or EC Comb Starter Fused DiscCU-1 Condensing Unit 208 V 3 14400 VA 49 A 60 A MC No YesCU-2 Condensing Unit 208 V 3 17200 VA 49 A 60 A MC No YesCU-3 Condensing Unit 208 V 1 1900 VA 15 A 0 A P1R 21,23 MC No YesEL-1 Elevator Equipment 208 V 3 28800 VA 0 A 0 A P1R 13,15,17 No YesERV-1 Energy RecoveryVentilator900 VA 9 A 15 A P1R 25 MC No YesERV-2 Energy RecoveryVentilator900 VA 5 A 15 A P1R 27,29 MC No YesFC-1 Ducted Fan Coil 208 V 1 550 VA 4 A 0 A P1R 30,32 MC No YesFC-2 Ducted Fan Coil 208 V 1 550 VA 4 A 0 A P1R 30,32 MC No YesFC-3 Ducted Fan Coil 208 V 1 550 VA 4 A 0 A P1R 30,32 MC No YesFC-4 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P1R 8,10 No NoFC-5 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P1R 8,10 No NoFC-6 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P1R 8,10 No NoFC-7 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P1R 8,10 No NoFC-8 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P1R 8,10 No NoFC-9 Cassette Fan Coil 208 V 1 50 VA 1 A 0 A P1R 8,10 No NoFC-10 Ducted Fan Coil 208 V 1 1100 VA 6 A 0 A P2 19,21 MC No YesFC-11 Ducted Fan Coil 208 V 1 1100 VA 6 A 0 A P2 19,21 MC No YesFC-12 Ducted Fan Coil 208 V 1 1100 VA 6 A 0 A P2 19,21 MC No YesFC-13 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P2 15,17 No NoFC-14 Wall Mounted FanCoil208 V 1 50 VA 1 A 0 A P1R 8,10 No NoUH-1 Electric Unit Heater 208 V 1 4160 VA 20 A 30 A P1R 12,14 MC No YesWH-1 Electric water heater 120 V 1 2500 VA 21 A 30 A P1R 28P1RP1R1,3,52,4,6208 V120 V 11ECREVISION SCHEDULENAME DATE
UPSDSDSDSDSDSDSDGGGGGGGGGTGGP1RC/T CABINETANDUTILITY METERP1R16,18SUMP PUMP ATSPRINKLER SERVICEP1LPROVIDE (2) 2" CONDUITWITH PULL STRINGSFROM BASEMENT TOISLAND. EXTEND ANDCAP CONDUIT 12" ABOVEISLAND.P1R21,23P1R28P1R36P1R12,14P1L4WH-1UH-1CU-3P1R35ELEVATOR SUMP PUMPMECHANANICALB002STAIR #2BS002CORRIDORBC002STORAGEB005ELEVATOR MACHINEB007??TEL / DATAB006CORRIDORBC001SPRINKLER/WATER SERVICEB004MDPP1R13,15,17WALL DESIGNATED FOR PV EQUIPMENTEBH-52" EMT FOR FUTURE PV ARRAYRUN FROM ROOF TO BASEMENT.P1R40P1R39PROVIDE 3/4" PAINTEDPLYWWODBACK BOARD FOR TELECOMSERVICE HEAD ENDEQUIPMENT.EXTEND 4" SERVICE CONDUITABOVE CEILING TO BACKBOARDFIRE ALARM PANELP1R41110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E101BASEMENTPOWER & DATA28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1BASEMENT POWER & DATANREVISION SCHEDULENAME DATE
REF.SDSDAGAGAGCRKMSAG2 2 AATVJGTAA2P1L17P1L22P1L18P60" AFFCU-2CU-1P1R1,3,5P1R2,4,6P1R8,10P1L5P1L10P1L8P1L3P1L7P1L16P1L9P1L19P1L15P1L20P1L24FC-6FC-8FC-14ERV-1FC-9FC-4FC-5P1R8,10P1R8,10P1R8,10P1R8,10EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1EBH-1ERV-1FC-9FC-4FC-5FC-14FC-7FC-8FC-6P1R20,22P1L12,14P1L13FC-2FC-3FC-1P1R8,10P1R30,32P1R30,32P1R30,32P1R24,26P1R8,10STAIR 2S102TELLER103CORRIDOR105SOUTH VESTIBULE104BUSINESS HUB107OFFICE 2109OFFICE 1108MANAGER106STAFF110TOILET 1110AIT102ASTAIR 1S101VAULT103AELEVATOR101NORTH VESTIBULE102P1L21P1R252" EMT FOR FUTURE PV ARRAY,RUN FROM ROOF TO BASEMENT.MSDCDCDCPDCDOPCRCRDCP1L26CRP1L6RAP1R35RECEPTACLE FOR SUMP ALARM.PROVIDE SLEEVE THROUGH FLOOR FOR CABLEINSTALLATION BY PLUMBING CONTRACTOR.110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E102FIRST FLOORPOWER & DATA28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1FIRST FLOOR POWER & DATANREVISION SCHEDULENAME DATE
SDSDSDSDSDSDSDOSOSJGJJGGP29P211,13P210,12P22,4P26,8P2P25,7P21,3FC-12FC-11FC-10ERV-2FC-13STAIR 2S202FUTURE FIT-OUT TENANT207TOILET 4204TOILET 3203JANITOR202AELEVATOR LOBBY202ELEVATOR201STAIR 1S201TOILET 2202BP1R27,29P215,17P216P219,21EBH-2EBH-2EBH-1EBH-1EBH-1EBH-6EBH-6EBH-3EBH-3EBH-3EBH-3EBH-3EBH-22" EMT FOR FUTURE PV ARRAY, RUNFROM ROOF TO BASEMENT. CAP 1'ABOVE ROOF WITH WATERTIGHT CAP.P1L6110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E103SECONDFLOOR POWER& DATA28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1SECOND FLOOR POWER & DATANREVISION SCHEDULENAME DATE
334SH/SSH/SSH/SSH/SSH/SSPSP33QQQQQQQQQQQQQQQQQSTAIR #2BS002MECHANANICALB002SPRINKLER/WATER SERVICEB004STORAGEB005CORRIDORBC002CORRIDORBC001ELEVATOR MACHINEB007TEL / DATAB006??P1LP1RP1L11FROM LIGHT FIXTURE ABOVESQEX1P1R42P1R33UQEX1EX1EX1EX1MDPP1R40MOUNT ALL TYPE Q FIXTURES CENTEREDBETWEENFLOOR JOISTS. BOTTOM EDGE OF FIXTURESHALL PROJECT 1" BELOW BOTTOM OF JOISTS.TSFS110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E201BASEMENTLIGHTING &FIRE ALARM28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1BASEMENT LIGHTING & FIRE ALARMNFSTSREVISION SCHEDULENAME DATE
OSOS33SPSPSPSPSPSPSPSPSPSP333SPSPSPOSOSPPA2BDDCBDDDDDDFFFFFFA2A2FFFFLLLLLMLLGHHHHP1L1VAULT103ATELLER103NORTH VESTIBULE102TOILET 1110ASTAFF110MANAGER106OFFICE 1108CORRIDOR105OFFICE 2109BUSINESS HUB107SOUTH VESTIBULE104STAIR 2S102STAIR 1S101ELEVATOR101P1L23P1L23P1L23P1L1TO LIGHT FIXTURE BELOWTO LIGHT FIXTURE ABOVEFROM LIGHT FIXTURE ABOVETO LIGHT FIXTURE BELOWSSEM2EM2EM1EM1EM3EM1EM2NLNLSEX1EX1EM3JP1R38JJP1R38KP1L2EX1RRGXXXXXP1L1REFER TO DRAWING A207 AND DETAIL1/A507 FOR CONDUIT ROUTING IN CANOPYREFER TO DRAWING A207 AND DETAIL1/A507 FOR CONDUIT ROUTING IN CANOPYREFER TO ARCHITECTURAL DETAILSFOR CONDUIT ROUTING IN CANOPYRAJJSIGN CONNECTION: "ATM OPEN"SWITCH AT DRIVE THROUGH TELLER DESKSIGN CONNECTION: "OPEN"SWITCH AT DRIVE THROUGH TELLER DESKTO "OPEN" SIGNTO "ATM" SIGNRRRRRRWGGEM2G2 G2G2 G2110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E202FIRST FLOORLIGHTING &FIRE ALARM28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1FIRST FLOOR LIGHTING & FIRE ALARMNREVISION SCHEDULENAME DATE
SPSPSPSPSPHRSPOS33SPSPSPSPSPSH/SP218NP214KKKJJJJJJELEVATOR201ELEVATOR LOBBY202STAIR 1S201FUTURE FIT-OUT TENANT207STAIR 2S202TOILET 4204TOILET 3203JANITOR202ATOILET 2202BP1L23TO LIGHT SWITCH BELOWTO LIGHT FIXTURE BELOWP1L11SSEX1EX1P2PEX1A2A2A1110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E203SECONDFLOORLIGHTING &FIRE ALARM28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1/4" = 1'-0"1SECOND FLOOR LIGHTING & FIRE ALARMNREVISION SCHEDULENAME DATE
(2) SETS OF 3" SCHED80 PVC WITH (4) #250 KCMIL THWN(1) - 4" SCHED80 PVC FOR COMMUNICATIONS1" SCHEDULE 80 PVC WITH(2) #10 THWN AND (1) #10 GND1" SCHEDULE 80 PVC WITH(2) #10 THWN AND (1) #10 GND1" SCHEDULE 80 PVC WITH(2) #10 THWN AND (1) #10 GND(2) 2" CONDUIT WITH PULLSTRINGS FROM BASEMENT TOISLAND. EXTEND AND CAPCONDUIT 12" ABOVE ISLAND.EXTEND 12" INTO BASEMENT1" SCHEDULE 80 PVC WITH (2) #10 THWN,(2) #12 THWN, AND (1) #10 GNDILLUMINATED ELMIRA SAVINGSBANK SIGN(2) TYPE T2 LED HEADSON 20' POLECIRCUIT P1L-25TYPE T1 HEADON 20' POLECIRCUIT P1L-25TYPE T1 HEADON 20' POLECIRCUIT P1L-25(2) 2" CONDUIT WITH PULLSTRINGS FROM BASEMENT TOFUTURE ISLAND. CAP CONDUITUNDERGROUND . EXTEND 12"INTO BASEMENTPAVEMENT RESTORATIONLAWN RESTORATIONREFER TO NEW PAVEMENT DETAIL ELSEWHERETOPSOIL & SEED AS SPECIFIEDBEDDINGDRY COND: NYSDOT TYPE 1A GRAVELWET COND: NYSDOT TYPE 1 GRAVELPIPE BACKFILLNYSDOT TYPE 1 OR 1A GRAVELPIPE BEDDING NYSDOT TYPE 1A GRAVELTRENCH BACKFILLPAVED AREAS: NYSDOT TYPE 1 GRAVELNON-PAVED AREAS: EXCAVATEDMATERIAL SUBJECT TOARCHITECT/ENGINEER APPROVAL1. ALL BEDDING AND BACKFILL SHALL BE PLACED IN 6" MAXIMUM COMPACTED LIFTS.2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED.3. TRENCH ALSO TYPICAL FOR PNEUMATIC PIPING AS REQUIRED BY PNEUMATICPIPE INSTALLER.WARNING TAPE AT 8"PROVIDE TOPSOIL AND SEED FOR ALL LAWNS AFFECTED BY CONSTRUCTIONACTIVITIES. 4" MIN. DEPTH TOPSOIL FLUSH WITH ADJACENT LAWN AREAS.SUBMIT LAWN SEED MIX FOR REVIEW. PROTECT SEEDED AREAS WITH STRAWMULCH UNTIL GRASS IS VIABLE. RESEED BARE SPOTS LARGER THAN 12".AS REQUIREDUNLESS NOTED OTHERWISE-- 2'-0"110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E301ELECTRICALSITE PLAN28 SEPT 20162015059AuthorITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO 1" = 10'-0"1ELECTRICAL SITENOTE:THERE SHALL BE NO LIGHT TRESPASSFROM SITE LIGHTING INTO NEW YORKDEPARTMENT OF TRANSPORTATIONR.O.W. 1/2" = 1'-0"3TRENCH DETAILREVISION SCHEDULENAME DATE
EBH-5ROOM 205EBH-5ROOM 206EBH-6ROOM 207EBH-3ROOM 207EBH-4ROOM 207EBH-4ROOM 207EBH-4ROOM 207EBH-4ROOM 207EBH-1ROOM 208EBH-1STAIR S102EBH-1ROOM 102EBH-1ROOM 103AEBH-1ROOM 102EBH-1ROOM 102EBH-1ROOM 110EBH-1ROOM 110EBH-1ROOM 108EBH-1ROOM 102EBH-1ROOM 109EBH-1ROOM 109EBH-1ROOM 107EBH-1ROOM 109EBH-1ROOM 109EBH-1ROOM 109EBH-1ROOM 110AEBH-6ROOM 208EBH-2TOILET 202AEBH-2TOILET 204EBH-2TOILET 203CCCCCCCCCCCTTTTTTTT110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E501SCHEMATICS28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TO2SECOND FLOOR ELECTRIC HEAT SCHEMATIC1FIRST FLOOR ELECTRIC HEAT SCHEMATICElectrical contractor is responsible for all line voltage wiring, installation of baseboard heaters furnished by HC,providing 20A DPST relays with 24V coils. HC is responsible for thermostat installation and 24V wiring to relays.INSTALLATION NOTE:REVISION SCHEDULENAME DATE
110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comDATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475E601PANELSCHEDULES28 SEPT 20162015059MWITHACA, NY 14850ELMIRA SAVINGS BANK602 WEST STATE STREETRENOVATIONS & ADDITIONS TONotes:Heating 7500 VA 100.00% 7500 VALighting - Dwelling Unit 1152 VA 100.00% 1152 VATotal Est. Demand Current:269 APower 46200 VA 100.00% 46200 VATotal Conn. Current:269 AOther 33754 VA 100.00% 33754 VATotal Est. Demand:96847 VALighting 2442 VA 100.00% 2442 VATotal Conn. Load:96847 VAHVAC 5799 VA 100.00% 5799 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:256 A 273 A 275 ATotal Load:30701 VA 32438 VA 32688 VA41 20x24 20 A 1 200 VA 164 VA 1 20 A 4239 -- -- -- 450 VA 180 VA 1 20 A RECEPTACLE - ELEVATOR MACHINE B007 4037 Heating WATER SERVICE B004 20 A 2 450 VA 1500... 1 20 A Power EXTERNAL LIGHTING - SOUTH... 3835 SUMP PUMP - ELEVATOR B001 20 A 1 360 VA 180 VA 1 20 A Power ELECTRICAL B006 3633 Basement Lighting 20 A 1 1024... 600 VA -- -- -- 3431 RECEPTACLE - ELEVATOR PIT B001 20 A 1 180 VA 825 VA -- -- -- 3229 -- -- -- 406 VA 825 VA 2 20 A Power FC-1, FC-2, FC-3 3027 Room 202 20 A 2 406 VA 2500... 1 20 A Power WH-1 2825 Power - ERV-1 20 A 1 828 VA 880 VA -- -- -- 2623 -- -- -- 950 VA 880 VA 2 20 A Electric Heat - Rooms S102, 103 2421 Condensing Unit CU-3 - STORAGE B005 20 A 2 950 VA 1320... -- -- -- 22191320... 2 20 A Electric Heat - Room 105, 109, 107 2017 -- -- -- 9600... 500 VA -- -- -- 1815 -- -- -- 9600... 500 VA 2 20 A Electric Heat - WATER SERVICE B004 1613 ELEVATOR MACHINE B007 (Shunt Trip) 110 A 3 9600... 0 VA -- -- -- 1411 -- -- -- 5130... 4160... 2 30 A Unit Heater UH-1 - STORAGE B005 129 -- -- -- 5400... 175 VA -- -- -- 107 P1L 200 A 3 5009... 175 VA 2 20 A First Floor FCU's 85 -- -- -- 4000... 5333... -- -- -- 63 -- -- -- 4000... 5333... -- -- -- 41 Condensing Unit CU-1 50 A 3 4000... 5333... 3 60 A Condensing Unit CU-2 2CKT Circuit Description Trip Poles A B CPoles Trip Circuit Description CKTPROVIDE WITH SUB-FEED LUGSNotes:Enclosure:Type 1MCB Rating:Mounting:SurfaceWires:4Mains Rating:400 ASupply From:MDPPhases:3Mains Type:Location:CORRIDOR BC001Volts:120/208 WyeA.I.C. Rating:22000Branch Panel: P1RCircuit P1L 23 shall be controlled by time clock. Provide Tork Model #E101PB, mount adjacent to P1L.Notes:Heating 2200 VA 100.00% 2200 VATotal Est. Demand Current:47 ALighting - Dwelling Unit 64 VA 100.00% 64 VATotal Conn. Current:47 APower 11100 VA 100.00% 11100 VATotal Est. Demand:16760 VAOther 1054 VA 100.00% 1054 VATotal Conn. Load:16760 VALighting 2342 VA 100.00% 2342 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:46 A 45 A 44 ATotal Load:5557 VA 5400 VA 5306 VA4142394037383536333431322930272825 Parking Lot Lighting 20 A 1 500 VA 500 VA 1 20 A Power BUSINESS HUB 107 2623 External Lighting - ATM, SOUTH STOOP, NORTH... 20 A 1 322 VA 360 VA 1 20 A North Receptacles - STAFF 110 2421 Microwave Receptacle - STAFF 110 20 A 1 180 VA 180 VA 1 20 A North Receptacle - IT 102A 2219 West Receptacles - STAFF 110 20 A 1 360 VA 360 VA 1 20 A East Receptacles - VAULT 103A 2017 South Receptacle - IT 102A 20 A 1 180 VA 180 VA 1 20 A Refrigerator Receptacle - STAFF 110 1815 West Receptacles - VAULT 103A 20 A 1 720 VA 900 VA 1 20 A Receptacles - MANAGER 106, OFFICE 108 1613 South Receptacles - STAFF 110 20 A 1 540 VA 1100... -- -- -- 1411 STAIR 1 S101 20 A 1 484 VA 1100... 2 20 A Electric heat - OFFICE 108, STAFF 110, TOILET ... 129 Receptacles - OFFICE 109, CORRIDOR 105 20 A 1 720 VA 720 VA 1 20 A Receptacles - TELLER 103 107 Copier Receptacle - BUSINESS HUB 107 20 A 1 180 VA 360 VA 1 20 A Receptacles - Desks TELLER 103 85 Receptacles - TELLER 103 20 A 1 360 VA 2320... 1 40 A Power Room 110A63 Receptacles - TELLER 103, STAIR S102 20 A 1 720 VA 1260... 1 20 A Power Room B005, BS102, BS002, BC001-3 41 Lighting - MANAGER 106, OFFICES 108-109,... 20 A 1 250 VA 1408... 120 A Lighting - TELLER 103, CORRIDOR 105, NORTH... 2CKT Circuit Description Trip Poles A B CPoles Trip Circuit Description CKTNotes:Enclosure:Type 1MCB Rating:Mounting:SurfaceWires:4Mains Rating:400 ASupply From:P1RPhases:3Mains Type:MLOLocation:CORRIDOR BC001Volts:120/208 WyeA.I.C. Rating:Branch Panel: P1LNotes:Total Est. Demand Current:43 AHeating 10950 VA 100.00% 10950 VATotal Conn. Current:43 ALighting - Dwelling Unit 384 VA 100.00% 384 VATotal Est. Demand:15344 VAPower 540 VA 100.00% 540 VATotal Conn. Load:15344 VAOther 3470 VA 100.00% 3470 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:53 A 39 A 37 ATotal Load:6295 VA 4605 VA 4444 VA414239403738353633343132293027282526232421 -- -- -- 1650...2219 Power - FC-10, FC-11, FC-12 20 A 2 1650...2017 -- -- -- 25 VA 384 VA 1 20 A Lighting - FUTURE FIT-OUT TENANT 207 1815 Power - FC-13 20 A 2 25 VA 180 VA 1 20 A Receptacle Water Fountain - ELEVATOR LOBBY... 1613 -- -- -- 660 VA 120 VA 1 20 A Lighting - TOILETS 202B, 203, 204, JANITOR 202A 1411 Electric Heat - TOILETS 202B, 203, 204 20 A 2 660 VA 950 VA -- -- --129 Receptacle - FUTURE FIT-OUT TENANT 207 20 A 1 360 VA 950 VA 2 20 A Electric Heat - FUTURE FIT-OUT TENANT 207 107 -- -- -- 950 VA 1475... -- -- -- 85 Electric Heat - FUTURE FIT-OUT TENANT 207 20 A 2 950 VA 1475... 2 20 A Electric Heat - FUTURE FIT-OUT TENANT 207 63 -- -- -- 220 VA 1220... -- -- -- 41 Electric Heat - FUTURE FIT-OUT TENANT 207 20 A 2 220 VA 1220... 2 20 A Electric Heat - FUTURE FIT-OUT TENANT 207 2CKT Circuit Description Trip Poles A B CPoles Trip Circuit Description CKTNotes:Enclosure:Type 1MCB Rating:Mounting:RecessedWires:4Mains Rating:225 ASupply From:MDPPhases:3Mains Type:MLOLocation:FUTURE FIT-OUT TENANT-1...Volts:120/208 WyeA.I.C. Rating:10000Branch Panel: P2Notes:Heating 18450 VA 100.00% 18450 VALighting - Dwelling Unit 1536 VA 100.00% 1536 VATotal Est. Demand Current:311 APower 46740 VA 100.00% 46740 VATotal Conn. Current:311 AOther 37224 VA 100.00% 37224 VATotal Est. Demand:112191 VALighting 2442 VA 100.00% 2442 VATotal Conn. Load:112191 VAHVAC 5799 VA 100.00% 5799 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:300 A 300 A 307 ATotal Load:35989 VA 36033 VA 36886 VA1718151613141112910785 -- -- -- 32465... 4421... -- -- -- 63 -- -- -- 31664... 4369... -- -- -- 41 P1R 300 A 3 29943... 6047... 3 200 A P2 2CKT Circuit Description Trip Poles A B CPoles Trip Circuit Description CKTNotes:Enclosure:Type 1MCB Rating:N/AMounting:SurfaceWires:4Mains Rating:600 ASupply From: Phases:3Mains Type:MLOLocation:CORRIDOR BC001Volts:120/208 WyeA.I.C. Rating:Branch Panel: MDPREVISION SCHEDULENAME DATE
DATE:PROJECT:DRAWN BY:CHECKED:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design217 North Aurora StreetIthaca NY 14850p 607.273.7600 f 607.273.0475HOLTARCHITECTSAJS15035/E15-56DMHWARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in any way.If a document bearing the seal ofan Architect is altered, thealtering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.REVISION SCHEDULENAMEDATEBIDDOCUMENT9 FEBRUARY 2017ITHACA, NEW YORK 14850
ELMIRA SAVINGS BANK
602 WEST STATE STREET
RENOVATIONS & ADDITIONS TO
EXISTINGFLOOR LEVELSURVEYR102-ADD-02ADD-028/15/2016