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HomeMy WebLinkAboutIthaca Dentistry Plan Revisions 2021.11.05DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING TITLE PAGE ITHACA DENTISTRYADDITION & RENOVATIONS310 EAST COURT ST.CITY OF ITHACATOMPKINS COUNTY, NEW YORK 14850ISSUED FOR:CONSTRUCTIONSHEET #SHEET NAMEG001TITLE PAGEC101EXISTING SURVEY MAPC102PHASES 1 & 2 SITE PLAN DEMO PLANC103PHASES 1 & 2 SITE PLANS001FOUNDATION NOTESS101FOUNDATION PLAN AND DETAILSA001ARCHITECTURAL GENERAL NOTESA002ARCHITECTURAL GENERAL NOTESA003ARCHITECTURAL GENERAL NOTESAD101PHASE 1 DEMOLITION ELEVATIONAD102PHASE 1 DEMOLITION PLANAD103PHASE 2 DEMOLITION PLANA101PHASE 1 PLANA102PHASE 2 FIRST FLOOR PLANA103PHASE 2 SECOND FLOOR PLANA104FRAMING PLANA105ROOF PLANA201ELEVATIONS - WEST PHASE 1A202ELEVATIONS - SOUTH PHASE 1A203ELEVATIONS - REAR PHASE 2A204ELEVATIONS - LEFT PHASE 2A205ELEVATIONS - RIGHT PHASE 2A301WALL SECTIONA401DETAILSA402DETAILSA403DETAILSA404DETAILSA405DETAILSA501SCHEDULESE001ELECTRICAL NOTESE101ELECTRICAL FLOOR PLANP101PLUMBING FLOOR PLANA001PLAN INDEX:PROJECT LOCATIONSCALE: 1" = 2,000'-0"PROJECT LOCATION MAP2NSCALE: N.T.S.PROJECT ZONING MAP1NPROJECT LOCATIONZONE: R-3aPROJECT NARRATIVE:THE PURPOSE OF THIS PROJECT IS TO ADDRESS CERTAIN EXISTING BUILDINGINFRASTRUCTURE THAT HAS SURPASSED ITS USEFUL LIFE. SPECIFICALLY, WOODCOMPONENTS OF THE FRONT PORCH AND REAR PORCH, STAIRS, AND RAMP AREBEYOND REPAIR AND NEED TO BE DEMOLISHED. SEVERAL CODE VIOLATIONS WILL ALSOBE ADDRESSED WITH THIS WORK.THE PROJECT WILL ALSO PROVIDE SAFE, ADA COMPLIANT ACCESS TO THE BUILDING ATTHE PRIMARY ENTRANCE. CURRENTLY, PEOPLE USE THE REAR RAMP AND ENTERTHROUGH THE EMPLOYEE OFFICE.THIS WILL BE A PHASED PROJECT, BROKEN UP INTO TWO PHASES, BOTH OF WHICH AREDESCRIBED BELOW:PHASE ONE:THIS PHASE WILL ADD A VERTICAL LIFT TO THE SIDE PORCH FOR ACCESSIBILITYPURPOSES. A NEW ELEVATED WOOD FRAMED DECK WILL BE CONSTRUCTED FROM THELIFT TO THE FRONT OF THE BUILDING AND CONNECT TO THE EXISTING FRONT PORCH.THE EXISTING WOOD FRAMED RAMP AT THE REAR OF THE BUILDING WILL BE REMOVED.OTHER ACCESSIBILITY IMPROVEMENTS ARE PROPOSED SUCH AS AUTOMATIC DOOROPENERS FOR THE FRONT DOOR AND THE ENTRANCE DOOR TO THE DENTIST OFFICE.PORTIONS OF THE FRONT PORCH WILL ALSO BE RESTORED WHERE WOOD HAS ROTTED.THE SECOND FLOOR RAILING AND BALUSTRADES WILL BE RAISED TO MEET CURRENTCODE.PHASE TWO:THIS PROJECT WILL DEMOLISH THE REAR WOOD FRAMED RAMP, UPPER AND LOWERPORCH AND ROOF ASSEMBLY, AND ADD A NEW ADDITION TO THE EXISTING BUILDINGCOVERING THE SAME FOOTPRINT. IT WILL INCLUDE A NEW ENCLOSED ENTRANCE FORTHE FIRST AND SECOND FLOORS AND A STORAGE ROOM. BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLSIDE #1 SETBACK = 10-FT.SIDE #2SETBACK = 5-FT.FRONT SETBACK = 10-FT.BSLBSLBSLBSLDRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING EXISTING SURVEY MAPC1011EXISTING SURVEY MAPSCALE:1" = 10'-0 33'-4"5'-10"7'-1"BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLSIDE #1 SETBACK = 10-FT.SIDE #2SETBACK = 5-FT.FRONT SETBACK = 10-FT.19'-7"5'-7"3'-6"11'-11"9'-6"3'-7"BSLBSLBSLBSL4'-2"8'-5"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING SITE VARIANCE & DEMOLITION PLANC1021SITE VARIANCE & DEMOLITION PLANSCALE: 14" = 1'-0"I.GENERAL NOTES:1.THE CONTRACTOR'S SURVEYOR SHALL CHECK ALL HORIZONTAL AND VERTICALCONTROL PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE PROMPTLYBROUGHT TO THE ATTENTION OF THE ENGINEER.2.THE CONTRACTOR SHALL KEEP THEIR OPERATIONS WITHIN THE PROJECT PROPERTY,DESIGNATED EASEMENTS, AND RIGHT OF WAY LIMITS.3.ALL DAMAGE TO PRIVATE PROPERTY AND/OR UTILITIES (UNDER OR ABOVE GROUND)SHALL BE REPORTED TO THE TOWN OF BIG FLATS AT ONCE.4.CONSTRUCTION ALONG COUNTY, AND/OR TOWN ROADS SHALL CONFORM TOSPECIFICATIONS LISTED ON THE PERMITS ISSUED BY THE APPROPRIATE AGENCIES.5.SAFE AND CONTINUOUS THROUGH TRAFFIC, INGRESS AND EGRESS FOR ADJACENTOWNER DRIVEWAYS, SERVICE ROADS, PUBLIC STREETS, AND SIDEWALKS SHALL BEMAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION. THE CONTRACTOR ISRESPONSIBLE TO PROVIDE TO THE APPROPRIATE AGENCY AN ACCEPTABLEMAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR CONSTRUCTIONIN/ALONG/NEAR ROADWAYS.6.HIGHWAY DRAINAGE, SIDE STREET DRAINAGE, SWALES, DITCHES, AND OTHEREXISTING DRAINAGE FACILITIES SHALL BE PROTECTED AND MAINTAINED IN ADEQUATEWORKING CONDITION DURING CONSTRUCTION. THE CONTRACTOR SHALL RESTOREANY OF SUCH FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO THESATISFACTION OF THE COUNTY ENGINEER.7.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS8.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS NOT TO DISTURBAND/OR DAMAGE PROPERTY CORNERS (IRON PINS, HUBS, ETC.) ANY DISTURBED ORDAMAGED PROPERTY CORNERS SHALL BE REPLACED BY THE CONTRACTORSLICENSED LAND SURVEYOR AT THE CONTRACTORS EXPENSE.9.ALL EXISTING UTILITIES SHALL BE STAKED OUT BY THE UTILITY COMPANY PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL CALL NEW YORK STATE DIG SAFE PRIOR TOCONSTRUCTION AND NOTIFY UTILITY COMPANIES FOR STAKEOUT.10.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. IF EXISTING UTILITIESARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELYCONTACT THE UTILITY COMPANY AND PROVIDE COMPENSATION TO PERFORM REPAIRSTO SAID UTILITY.11.EXISTING UTILITIES SHOWN ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY.12.IN AREAS WHERE THE CONTRACTOR IS EXCAVATING NEAR ANY UTILITY POLES, THECONTRACTOR SHALL BRACE AND/OR HOLD IN PLACE UNTIL EXCAVATED AREA ISBACKFILLED AND COMPACTED.13.THE CONTRACTOR SHALL PROVIDE AN ADEQUATE DEWATERING SYSTEM THAT WILLDRAW DOWN AND HAVE CONTROL ON THE GROUNDWATER TABLE AT ALL TIMESDURING CONSTRUCTION.14.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL REMOVEDVEGETATION, SOIL AND OTHER DISTURBED DEBRIS.15.THE CONTRACTOR SHALL CONDUCT HIS ACTIVITIES IN THE VICINITY OF TREES ANDBUSHES IN STRICT COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. ANY TREEREMOVAL SHALL BE LIMITED TO THE DIRECT PATH OF CONSTRUCTION.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAININGAPPROPRIATE EROSION CONTROL MEASURES TO PREVENT SEDIMENT FROMMIGRATING OFF SITE, TO STORM SEWERS, OR ADJACENT ROADWAYS.17.ALL EXCAVATIONS SHALL PROVIDE PROTECTION TO THE WORK FORCE AS PER THECURRENT O.S.H.A. REQUIREMENTS, AS WELL AS ANY STATE AGENCY REQUIREMENTS.18.THE CONTRACTOR SHALL OBSERVE O.S.H.A. AND OTHER APPLICABLE SAFETYREQUIREMENTS. THE CONTRACTORS SHALL ASSUME RESPONSIBILITY FORCONSTRUCTION SAFETY AT ALL TIMES.II.EARTHWORK & SITE NOTES:1.SIGNAGE, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INCONFORMANCE TO THE NYSDOT'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.2.EXCAVATION: EXCAVATE SUBSOIL TO THE DEPTH REQUIRED TO PROVIDE A UNIFORMSURFACE OF SOLID UNDISTURBED GROUND FOR THE PLACEMENT OF AGGREGATESUBBASE COURSE.3.SUBBASE MATERIAL SHALL BE PLACED IN MAXIMUM 6 INCH AND MINIMUM 3 INCHHORIZONTAL LIFTS. MAINTAIN OPTIMUM MOISTURE CONTENT FOR COMPACTION.4.BELOW THE SUBBASE, PROVIDE A SOIL STABILIZATION GEOTEXTILE FABRIC.EXISTING CENTERLINEEXISTING CONCRETE SIDEWALKPROPOSED CENTERLINEPROPOSED PAVEMENTPROPOSED SIDEWALKPROPOSED LANDSCAPE AREAEEXISTING POWER METEREXISTING TREE OR SHRUBINDEX - EXISTING:INDEX - PROPOSED:DIG SAFE PROCEDURE NOTES:1.THE EXCAVATOR VISITS THE SITE, AND MARKS OUT EVERY PLACE HE OR SHE MAY BEEXCAVATING WITH WHITE PAINT, FLAGS, OR STAKES.2.THE EXCAVATOR FILLS OUT ALL THE INFORMATION ABOUT THE EXCAVATION ON A ONE-CALLCENTER LOCATION REQUEST INFORMATION SHEET, THEN CALLS IN THE LOCATION REQUESTTO THE ONE-CALL CENTER OR COMPLETES A LOCATION REQUEST ONLINE.3.THE ONE-CALL CENTER CUSTOMER SERVICE REPRESENTATIVE TAKES THE INFORMATION,AND GIVES THE EXCAVATOR A FILE REFERENCE NUMBER AND A LIST OF MEMBERS (FACILITYOPERATORS) NOTIFIED. THE EXCAVATOR WRITES THESE DOWN ON THE LOCATION REQUESTINFORMATION SHEET FOR LATER REFERENCE.4.THE EXCAVATOR THEN NOTIFIES ANY NONMEMBER FACILITY OPERATORS (NONMEMBERFACILITY OPERATORS ARE NOT CONTACTED BY THE ONE-CALL CENTER).5.EACH MEMBER FACILITY OPERATOR EITHER MARKS OUT THEIR FACILITIES AT THE WORKAREA, OR DETERMINES THE WORK AREA IS CLEAR, AND THEN RESPONDS TO THEAUTOMATED POSITIVE RESPONSE (APR) SYSTEM.6.THE EXCAVATOR VERIFIES THAT HE OR SHE HAS RECEIVED RESPONSES FROM ALL UTILITIESTHROUGH THE AUTOMATED POSITIVE RESPONSE (APR) SYSTEM AND TAKES PHOTOS OF THEMARKINGS FOR DOCUMENTATION.7.THE EXCAVATOR BEGINS WORK ON THE SCHEDULED WORK DATE AND TIME, IF ALL THEFACILITY OPERATORS HAVE RESPONSED, TAKING CARE TO FIND AND PRESERVE ANYMARKINGS THE LOCATORS HAVE MADE.8.BEFORE BEGINNING ANY EXCAVATION OR DEMOLITION, THE EXCAVATOR IDENTIFIES THETOLERANCE ZONE AND ANY PLACE THE WORK AREA CROSSES A GAS OR LIQUID PETROLEUMLINE ("CROSS SECTION AREAS"). WHEN DIGGING NEAR A BURIED FACILITY, THE EXCAVATOROBSERVES THE TOLERANCE ZONE AROUND THAT FACILITY.9.BEFORE EXCAVATING OR DEMOLISHING IN A TOLERANCE ZONE OR ANY CROSS SECTIONAREAS, THE EXCAVATOR VERIFIES THE LOCATION OF UNDERGROUND FACILITIES BYHAND-DUG TEST HOLES.10.IF EXPOSING A FACILITY, THE EXCAVATOR PROVIDES PROPER SUPPORT AND PROTECTIONFOR IT SO THE FACILITY WILL NOT BE DAMAGED.11.WHEN THE EXCAVATION IS COMPLETE, THE EXCAVATOR PROVIDES PROPER BACKFILL FORANY FACILITIES HAVING BEEN EXPOSED, AND REMOVED ALL UTILITY MARKINGS.SAWCUT EXISTING ASPHALT ANDEXCAVATE AS REQ'D TO PLACENEW CONCRETE FOOTINGDEMOLISH AND DISPOSE OF THEEXISTING WOOD FRAME RAMP, STAIRS,UPPER AND LOWER PORCHES, ANDPORCH ROOF IN THEIR ENTIRETY.MATERIALS HANDLING AND SPILL PREVENTIONTHE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TOMATERIAL HANDLING, SPILL PREVENTION AND SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THEAPPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINESFOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENT REGULATIONS:1.CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT:1.1.BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING SANITARYWASTES MUST BE PROPERLY MANAGED AND DISPOSED OF TO REDUCE THE RISK OFPOLLUTION.1.2.PRACTICES SUCH AS TRASH DISPOSAL, RECYCLING, PROPER SANITARY FACILITYMAINTENANCE, SPILL PREVENTION AND CLEANUP MEASURES CAN REDUCE THE POTENTIALFOR STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES ANDCONTAMINATE SURFACE OR GROUNDWATER.1.3.IF SPECIFIED, THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLEREFUELING THAT IS AT LEAST 100-FEET UPSTREAM FROM A STORM DRAIN, STREAM, POND,OR WATERWAY.1.4.TEMPORARY SANITARY FACILITIES SHALL BE LOCATED AT LEAST 50-FEET AWAY FROMDRAINAGEWAYS, STORM DRAINS, RECEIVING WATERS, AREAS OF HIGH TRAFFIC, ANDAREAS SUSCEPTIBLE TO FLOODING.1.5.WASTEWATER GENERATED FROM TEMPORARY SANITARY FACILITIES SHALL NOT BEALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS.1.6.ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO DISPOSE OF WASTE.1.7.FACILITIES SHALL BE SECURED TO PREVENT OVER TURNING DURING HIGH WINDS.1.8.CONSTRUCTION WASTE SHALL BE SEPARATED PROPERLY INTO VARIOUS CATEGORIESSUCH AS HAZARDOUS MATERIALS, TOXIC LIQUIDS, AND CONSTRUCTION AND DEBRIS.1.9.CONTAINERS OF LIQUIDS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAYFROM DRAINAGE WAYS, STORM DRAINS, RECEIVING WATERS, AREAS OF HIGH TRAFFIC,AND AREAS SUSCEPTIBLE TO FLOODING. CONTAINERS SHALL ALSO BE PROPERLYLABELED.2.SPILL PREVENTION AND CONTROL2.1.SPILL PREVENTION AND COUNTER CONTROL PLAN (SPCCP) SHALL CLEARLY STATEMEASURES TO STOP THE SOURCE OF A SPILL, CONTAIN THE SPILL, CLEAN UP THE SPILL,DISPOSE OF CONTAMINATED MATERIALS, AND TRAIN PERSONNEL TO PREVENT ANDCONTROL FUTURE SPILLS.2.2.SPCCPs ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE IS STOREDOR USED. HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUMPRODUCTS, FERTILIZERS AND SOLVENTS.2.3.THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT AN SPCCP IN CONFORMANCE TOFEDERAL, STATE AND LOCAL REGULATIONS.2.4.SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE.2.5.RESIDUALS LEFTOVER FROM THE CLEANUP ACTIVITY, SUCH AS ABSORBENT PADS ORCONTAINERS OF SPILL MATERIAL, SHALL BE DISPOSED OF PROPERLY.2.6.PROPER SPILL AND ILLICIT DISCHARGE REPORTING PROCEDURES INCLUDING CALLING THENYSDEC SPILL HOTLINE SHALL BE FOLLOWED FOR BOTH HAZARDOUS ANDNON-HAZARDOUS MATERIALS.2.7.SPILLS SHALL NOT BE WASHED DOWN THE STORM DRAIN OR BURIED.2.8.THE CONTRACTOR SHALL REFER TO NYSDEC REGULATIONS FOR ADDITIONALREQUIREMENTS.PROTECT EXISTING CELLARENTRANCE, NEW FOOTINGSHOULD FALL JUST OUTSIDEOF THE ENTRANCE WALLEXCAVATE AND DISPOSE OF THE EXISTINGCONCRETE SIDEWALK AND BASEEXCAVATE AND DISPOSE OF THE EXISTINGLAWN/TOPSOIL; REMOVE SHRUBS AND ROOT BALLSEEEPROTECT EXISTING ELECTRICMETERS AND BOXES ON THEEXTERIOR WALLMAINTAIN EXISTING OVERHEADWIRES; PROTECT AS REQUIREDREMOVE EXISTING WOOD FRAMED PORCH,SALVAGE MILLWORK TO USE AS TEMPLATEFOR NEW CONSTRUCTION10 EXISTING PARKINGSTALLS (NOT ALL ARESHOWN FOR CLARITY SAKE)AREA VARIANCE #1:EX. BLDG. ENCROACHES INTOSIDE #1 SETBACKAREA VARIANCE #2:EX. BLDG. ENCROACHES INTOSIDE #2 SETBACKAREA VARIANCE #3:EX. BLDG. ENCROACHES INTOFRONT SETBACKAREA VARIANCE #4:MIN. LOT WIDTH @ STREET ISLESS THAN 50-FT. 33'-4"5'-10"4'-0"7'-1"BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLSIDE #1 SETBACK = 10-FT.SIDE #2SETBACK = 5-FT.FRONT SETBACK = 10-FT.19'-7"5'-7"3'-6"11'-11"9'-6"3'-7"4'-2"8'-5"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING SITE PLAN & DETAILSC103SCALE: 14" = 1'-0"PROPOSED SITE PLAN3RESTORE EXISTING ASPHALT PARKINGLOT TO EDGE OF BLDG. FOUNDATIONWALL, MATCH EX. SECTIONROOF PLAN OF NEWADDITIONPROTECT EXISTING CELLAR ENTRANCE,NEW FOOTING SHOULD FALL JUSTOUTSIDE OF THE ENTRANCE WALLRESTORE LAWN AREA WITHTOPSOIL, SEED, AND MULCHADDITION SETBACK IS GREATERTHAN THE EXISTING BLDG. SETBACK8" MIN.1.5” F9 BINDER COURSE HMA, 80SERIES COMPACTION1.5” F2 TOP COURSE HMA, 80SERIES COMPACTIONSUBGRADE, FREE FROM LARGE ROCKS (>6"),ROOTS, AND OTHER OBJECTS; COMPACT TO 90%MODIFIED PROCTORGEOTEXTILE FABRIC, MIRAFI 500XOR APPROVED EQUALGRANUAL FILL, NYSDOT ITEM 4;PLACED IN A SINGLE LIFT, COMPACTTO 95% MODIFIED PROCTORSCALE: N.T.S.ASPHALT PARKING LOT REPAIR2SLOPE 1% MIN., 2% MAX.6" MIN. COMPACTED GRANULAR FILL(NYSDOT TYPE 4 SUBBASE)COMPACTED SUBGRADESECTION VIEWNOTES:1.SCORE EXPANSION JOINTWITH CHAMFER (TYP.)2.MAX. 20-FT. BETWEENEXPANSION JOINTS.3.MEDIUM BROOM FINISH.4.BROOM PERPENDICULAR TOTHE LINE OF TRAFFIC5'-4"3'-8"3'-8"PLAN VIEWMIN. 4" THICK, 3,500 PSICONCRETE SLAB W/6X6W2.9 X W2.9 WWFGEOTEXTILE FABRIC(MIRAFI 500X OF EQUAL)EXISTING ASPHALTDRIVEWAY1REINFORCED CONCRETE PAD DETAILSCALE:N.T.S.CONSTRUCT A REINFORCED CONCRETEPAD; SEE DETAIL THIS SHEETEEEPROTECT EXISTING ELECTRICMETERS AND BOXES ON THEEXTERIOR WALLMAINTAIN EXISTING OVERHEADWIRES; PROTECT AS REQUIREDSEE ARCHITECTURAL PLANS FORDETAILS ON THE LIFT AND DECKRESTORE LAWN AREA WITHTOPSOIL, SEED, AND MULCHEXISTING BUILDING DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING STRUCTURAL NOTESS001 GENERAL STRUCTURAL NOTES:1.THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS REFERENCED WITHIN, SHALLAPPLY TO THE DESIGN, CONSTRUCTION AND QUALITY CONTROL OF ALL WORK PERFORMED ON THEPROJECT:1.1."INTERNATIONAL BUILDING CODE - 2020" INTERNATIONAL CODE COUNCIL, INC.1.2."MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", (ANSI/ASCE 7) AMERICANSOCIETY OF CIVIL ENGINEERS.1.3.ADDITIONAL DESIGN STANDARDS FOR MATERIALS SHALL BE FOUND IN THE APPROPRIATESECTIONS THAT FOLLOW. SEE THOSE SECTIONS FOR THE APPLICABLE CODES.DESIGN LOADS (2020 IBC):1.GRAVITY - SUPERIMPOSED DEAD LOADS1.1.ROOF (WOOD TRUSS)1.1.1.ROOFING = 2 PSF1.1.2.OSB SHEATHING = 2 PSF1.1.3.TRUSS = 3 PSF1.1.4.CEILING = 2 PSF1.1.5.OTHER = 1 PSF1.2.TOTAL = 10 PSF2.LIVE LOADS2.1.ROOF: 20 PSF (UNINHABITABLE ATTIC W/LIMITED STORAGE)2.2.OTHER ROOMS:40 PSF3.GROUND SNOW LOAD3.1.(Pg) 40 PSF4.LATERAL LOADS - WIND4.1.ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) 115 MPH4.2.NOMINAL WIND SPEED 115 MPH4.3.RISK FACTOR 1.04.4.MAIN WIND-FORCE RESISTING SYSTEM EXPOSURE C4.5.INTERNAL PRESSURE COEFFICIENT +/- 0.184.6.COMPONENTS AND CLADDING EXPOSURE C4.7.DESIGN IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF ASCE 7 CHAPTER 30 AND IBC5.LATERAL LOADS - SEISMIC5.1.SEISMIC IMPORTANCE FACTOR (Ie) 1.05.2.RISK CATEGORY II5.3.SPECTRAL RESPONSE ACCELERATION FOR SHORT PERIOD (Ss) 0.1215.4.SPECTRAL RESPONSE ACCELERATION FOR 1-SECOND PERIOD (S1) 0.0545.5.SPECTRAL RESPONSE COEFFICIENT (SDS) 0.1295.6.SPECTRAL RESPONSE COEFFICIENT (SD1) 0.0875.7.SITE CLASS D5.8.SEISMIC DESIGN CATEGORY A6.THE STRUCTURE HAS BEEN DESIGNED FOR THE DEAD, LIVE, SNOW AND LATERAL LOADS INDICATEDABOVE. ANY INCREASE OF LOADS DUE TO CHANGE IN USAGE OR CONSTRUCTION MATERIALS, ETC.SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER. THE CONTRACTOR IS CAUTIONED AS TO NOTSTORE ANY CONSTRUCTION MATERIALS OR UNDERTAKE ANY CONSTRUCTION OPERATIONS WHICH WILLEXCEED THE DESIGN LIVE LOAD CAPACITIES NOTED.7.WEIGHT OF EQUIPMENT SHOWN ON THE STRUCTURAL DRAWINGS HAS BEEN CONSIDERED IN THEFRAMING DESIGN. ANY ADDITIONAL EQUIPMENT NOT SHOWN ON THE STRUCTURAL DRAWINGS ANDEXCEEDING 300 POUNDS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR APPROVAL PRIOR TOINSTALLATION. COORDINATE ALL WORK WITH ARCHITECTURAL AND M/E/P DRAWINGS.CONSTRUCTION NOTES:1.GENERAL:1.1.THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THESTRUCTURE DEAD LOADS AND FOR THE SUPERIMPOSED LIVE LOADS INDICATED IN THE DESIGNLOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTIONLOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK, FORMWORK,TEMPORARY BRACING, SHEETING AND SHORING, ETC.1.2.THE STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF THE ROOFAND FLOORS. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE METHODS OFCONSTRUCTION AND SHALL PROVIDE ALL GUYS, BRACING AND SHORING REQUIRED TOACCOMMODATE ALL INTERIM LOADING CONDITIONS THROUGHOUT THE CONSTRUCTION PHASE.1.3.IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLERESPONSIBILITY OF THE CONTRACTOR.1.4.IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS AND DRAWINGS, THE MOSTRIGID REQUIREMENT SHALL GOVERN.1.5.THE ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE STRUCTURALDRAWINGS FOR DIMENSIONS, ELEVATIONS, SECTIONS AND DETAILS AS REQUIRED. REPORTDISCREPANCIES IMMEDIATELY TO THE ARCHITECT.1.6.THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS FOR ALL WORK BEFORE PROCEEDINGWITH THE CONSTRUCTION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT PRIOR TO THE START OF ANY WORK.1.7.CONSULT ARCHITECTURAL AND MEP DRAWINGS FOR VERIFICATION OF LOCATION AND SIZE OF ALLOPENINGS, SLEEVES, REVEALS, DEPRESSIONS, INSERTS, CONCRETE HOUSEKEEPING PADS,HANDRAILS, GUARDRAILS, PARTITION SUPPORTS, LINTELS, ETC. REQUIRED FOR THE PROJECT.VERIFY REQUIREMENTS OF TRADES AFFECTING THE WORK AND NOTIFY THE ARCHITECT OF ANYCONFLICTS.1.8.WORK NOT INCLUDED ON THE DRAWINGS BUT IMPLIED TO BE SIMILAR TO THAT SHOWN ATCORRESPONDING PLACES ELSEWHERE ON THE DRAWINGS SHALL BE REPEATED.1.9.ALL COSTS OF INVESTIGATION AND/OR REDESIGN, DUE TO THE CONTRACTOR'S MIS-LOCATION OFSTRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE PROJECT DOCUMENTS,SHALL BE AT THE CONTRACTOR'S EXPENSE.1.10.SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION REGARDINGFINISHES, DAMPROOFING, WATERPROOFING, UL ASSEMBLY DESIGNATIONS AND FIREPROOFINGREQUIREMENTS, ETC.1.11.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF MASONRY AND DRYWALLNON-LOAD-BEARING PARTITIONS.1.12.PROVIDE SLIP CONNECTIONS THAT ALLOW VERTICAL MOVEMENT AT THE HEADS OF ALL SUCHPARTITIONS.1.13.UNLESS SHOWN ON THE DRAWINGS, THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT THETOP OF THE WALLS LATERALLY FOR THE CODE REQUIRED LATERAL LOAD. PROVIDECOMPRESSIBLE FIRESAFING AT THE TOP OF THE WALL AS REQUIRED BY THE ARCHITECTURALDRAWINGS.1.14.ALL MECHANICAL BOLTS AND ADHESIVE ANCHORS SHALL BE SET IN FULLY CURED CONCRETE OR100% GROUT FILLED MASONRY.1.15.WHEN INSTALLING MECHANICAL BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR SHALL TAKEMEASURES TO AVOID DRILLING OR CUTTING OF ANY EXISTING REINFORCING AND DESTRUCTION OFCONCRETE.1.16.HOLES SHALL BE BLOWN CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS.1.17.STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATORY EQUIPMENT. PLACE VIBRATORYEQUIPMENT ON VIBRATION ISOLATORS APPROPRIATE FOR EQUIPMENT AND USE OF SPACE.VIBRATION ISOLATION HAS NOT BEEN PROVIDED BY THE ENGINEER.2.SHOP DRAWINGS:2.1.SHOP DRAWINGS FOR ROOF TRUSSES MUST BE SUBMITTED BY THE GENERAL CONTRACTOR ANDREVIEWED BY THE ENGINEER. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S APPROVALSTAMP CERTIFYING HE HAS VERIFIED ALL CONSTRUCTION CRITERIA INCLUDING FIELDMEASUREMENTS, MATERIAL AND SIMILAR DATA AND HAS CHECKED THE SUBMITTAL FORCOMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.2.2.UNAUTHORIZED REPRODUCTION OF ANY PORTION OF THE STRUCTURAL DRAWINGS FORRESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH AMANNER WILL BE REJECTED AND RETURNED.2.3.IF THE CONTRACTOR OR OWNER FAILS TO OBTAIN THE ENGINEER'S REVIEW OF THE SHOPDRAWINGS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION ANDDESIGN OF THE PROJECT. SHOP DRAWINGS ARE REVIEWED BY THE ENGINEER AS A CONVENIENCETO THE GENERAL CONTRACTOR AND ARE NOT A CONTRACT DOCUMENT.2.4.CONTRACTOR SHALL FURNISH DIMENSIONED SHOP DRAWINGS AT ALL LEVELS LOCATING FLOORAND ROOF EDGES AND LOCATING ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES FORREVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER.2.5.AT THE TIME OF SHOP DRAWING SUBMISSION, THE GENERAL CONTRACTOR SHALL INFORM THEENGINEER, IN WRITING, OF ANY DEVIATIONS OR OMISSIONS FROM THE CONTRACT DOCUMENTS.2.6.THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, DRAWINGS AND CALCULATIONS SIGNED ANDSEALED BY A STRUCTURAL ENGINEER LICENSED IN THE PROJECT'S JURISDICTION FOR THEFOLLOWING ASSEMBLIES. THIS REVIEW SHALL BE FOR GENERAL CONFORMANCE WITH THEPROJECT PARAMETERS AS INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES. THEDESIGN OF THESE ASSEMBLIES IS THE RESPONSIBILITY OF THE ENGINEER WHO HAS SIGNED ANDSEALED THESE DRAWINGS AND CALCULATIONS.2.7.STUD WALL AND CURTAIN WALL SYSTEMS AND RELATED CONNECTIONS: DESIGNS SHALL TAKEINTO ACCOUNT ALL VERTICAL AND LATERAL LOADS REQUIRED BY APPLICABLE BUILDING CODES.BACK UP STUD SYSTEMS AND CURTAIN WALLS SHALL BE DESIGNED FOR A MAXIMUM DEFLECTIONOF 1/360 OF THE SPAN IN INCHES FOR NON MASONRY/BRICK BACKUP AND 1/600 OF THE SPAN ININCHES, OR 3/8", WHICHEVER IS LESS FOR BRICK OR UNREINFORCED MASONRY BACKUP, AT THEAPPLICABLE DESIGN WIND LOAD. THE SUBMITTED DRAWINGS AND CALCULATIONS SHALLCLEARLY SHOW THE LOAD REACTIONS AS APPLIED TO THE BUILDING STRUCTURE.FOUNDATION NOTES:1.DESIGN DATA:1.1.SINCE NO BORINGS WERE CONDUCTED, THE MINIMUM FOOTER SIZE SHALL BE 14" X 6".1.2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE AND PAY FOR THE SERVICES OF AGEOTECHNICAL ENGINEER FOR FIELD VERIFICATION OF THE ASSUMED SOIL BEARING PRESSURES.BEARING CAPACITY OF THE SOIL SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICALENGINEER IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. SHOULD THE SOIL BEARING PRESSUREBE FOUND TO BE LESS THAN 3,000 PSF, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEARCHITECT AND STRUCTURAL ENGINEER.1.3.ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 3'-6" BELOW FINISHED GRADE. IN CASEOF CONFLICT, NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF ANY CONSTRUCTION TO ALLOWFOR ADJUSTMENT. FOOTINGS SHALL BEAR ON APPROVED UNDISTURBED MATERIAL ORSTRUCTURAL FILL.1.4.NEW FOOTING BEARING ELEVATIONS ARE TO MATCH ADJACENT EXISTING FOOTING BEARINGELEVATIONS WHERE APPLICABLE UNLESS NOTED OTHERWISE ON PLANS.2.GENERAL:2.1.SEE THE SITE PLANS FOR EXCAVATION AND SUBGRADE PREPARATION REQUIREMENTS, INCLUDINGCOMPACTION PROCEDURES.2.2.ALL EXCAVATION, BACKFILLING AND STRUCTURAL FILL PLACEMENT OPERATIONS BENEATH THEBUILDING SLAB AND FOUNDATIONS, AND ALL COMPACTION TESTS AND INSPECTIONS SHALL BEDONE UNDER THE DIRECTION AND SUPERVISION OF A LICENSED PROFESSIONAL SOILS ENGINEER.ALL FILL MATERIAL, COMPACTION EQUIPMENT AND PROCEDURES SHALL BE APPROVED BY THEGEOTECHNICAL ENGINEER PRIOR TO PERFORMING ANY EARTHWORK OPERATIONS.2.3.CONCRETE FOR FOUNDATIONS SHALL BE PLACED ON THE SAME DAY SUBGRADE APPROVAL ISGIVEN BY THE GEOTECHNICAL ENGINEER. SHOULD THE SOIL BEARING PRESSURE BE FOUND TO BELESS THAN THE ALLOWABLE BEARING PRESSURES LISTED ABOVE, THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK.2.4.THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THEINSTALLATION OF THE FOUNDATION SYSTEM AS SHOWN PRIOR TO STARTING WORK.2.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTINGUTILITIES, EXISTING STRUCTURES, ETC., WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTEDBY THE CONSTRUCTION PROCESS. SHOULD ANY DAMAGE TO SUCH UTILITIES OCCUR, THECONTRACTOR SHALL BE REQUIRED TO REPAIR SUCH DAMAGE AT HIS OWN EXPENSE AND TO THESATISFACTION OF THE OWNER.2.6.UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THESTRUCTURAL ENGINEER'S APPROVAL. STEP FOUNDATIONS AS REQUIRED WHERE UTILITIES ENTEROR EXIT THE BUILDING.2.7.THE SLOPE BETWEEN THE LOWER EDGES OF ADJACENT FOUNDATIONS SHALL NOT EXCEED 45DEGREES WITH THE HORIZONTAL, UNLESS INDICATED OTHERWISE ON THE PLANS. MAINTAIN A 1:1SLOPE FROM BOTTOM EDGE OF ANY EXCAVATION.2.8.FOLLOWING REQUIRED STRIPPING OPERATIONS, ANY PROOF ROLLING SHALL BE AS DIRECTED BY AQUALIFIED GEOTECHNICAL ENGINEER. THE PURPOSE FOR PROOF ROLLING WILL BE TO LOCATE ANYISOLATED AREAS OF SOFT OR LOOSE SOILS REQUIRING IMPROVEMENT OR REPLACEMENT. SOFTAREAS SHALL BE UNDERCUT AND REPLACED BY PROPERLY COMPACTED MATERIALS AS DIRECTEDBY THE GEOTECHNICAL ENGINEER.2.9.ALL SHORING, SHEETING AND DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL ENGAGE AN ENGINEER LICENSED IN THE PROJECT'S JURISDICTION TODESIGN ALL SHEETING AND SHORING.2.10.SEE PLUMBING AND CIVIL DRAWINGS FOR UNDER SLAB AND PERIMETER DRAINAGE SYSTEMS (IFANY).3.SLAB BASE COURSE:3.1.FILL MATERIAL TO BE USED AS BASE COURSE UNDER SLABS SHALL BE DENSE-GRADEDAGGREGATE #2 CRUSHED STONE OR 2" SCREENED GRAVEL.3.2.PRIOR TO INSTALLATION OF BASE COURSE, THE SUBGRADE SHALL BE GRADED TO PROPERELEVATION. ELIMINATE UNEVEN AREAS AND FILL IN DEPRESSIONS.3.3.THOROUGHLY ROLL THE SUBGRADE SUCH THAT THE SUBGRADE SHALL BE COMPACTEDSUFFICIENTLY TO DEVELOP AT LEAST 95% OF MAXIMUM DRY DENSITY TO A DEPTH OF AT LEAST12". AS THE ROLLING OPERATION PROGRESSES, ANY DISCLOSED SOFT SPOTS OR IRREGULARITIESWITHIN THE SUBGRADE SHALL BE EXCAVATED TO FIRM MATERIAL AND THEN BACKFILLED WITHLAYERS OF APPROVED STONE FILL MATERIAL. FILL SHALL BE COMPACTED TO 95% OF MAXIMUMDRY DENSITY.3.4.NO FILL MATERIAL SHALL BE PLACED ON ANY POINT OF THE SURFACE OF THE FILL TO BECOMPACTED WHICH HAS FREE WATER STANDING ON IT OR WHICH IS EXCESSIVELY WET, NORSHALL ANY FILL BE PLACED OR COMPACTED IN A FROZEN CONDITION OR ON TOP OF FROZENMATERIAL. IF, PRIOR TO THE FIRST LIFT OF BASE COURSE FILL MATERIAL, THE WORK ISINTERRUPTED BY RAIN, THEN FILLING SHALL NOT COMMENCE UNTIL THE SUBGRADE IS ROLLEDAND THE SOILS ENGINEER HAS APPROVED THE SUBGRADE CONDITIONS.3.5.THE BASE COURSE FILL MATERIAL SHALL BE PLACED IN CONTINUOUS LAYERS NOT EXCEEDING 6"LOOSE DEPTH AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY. MAINTAINOPTIMUM MOISTURE CONTENT OF FILL MATERIALS SO AS TO ATTAIN REQUIRED COMPACTIONDENSITY. BASE COURSE SURFACE SHALL BE GRADED TO TOLERANCE SPECIFIED HEREIN.3.6.IF THERE IS A DELAY BETWEEN COMPLETION OF BASE COURSE INSTALLATION AND THE START OFTHE FLOOR SLAB WORK, THE BASE COURSE SHALL BE RECOMPACTED AND REGRADED.IMMEDIATELY PRIOR TO START OF SLAB WORK, THE BASE COURSE SHALL BE ROLLED ANDCOMPACTED SUFFICIENTLY TO DEVELOP AT LEAST 95% OF MAXIMUM DRY DENSITY TO A DEPTH OFAT LEAST 12". REGRADE BASE COURSE SUCH THAT SURFACE COMPLIES WITH TOLERANCESPECIFIED HEREIN.3.7.FINISH SUBGRADE SURFACE UNDER SLABS SHALL BE SMOOTH AND EVEN. GRADING TOLERANCESHALL BE +0"/-1/2" ABOVE/BELOW THE REQUIRED SUBGRADE ELEVATION, AND SHALL BE WITHINTOLERANCE OF 1/4" IN 10' AS DETERMINED BY A 10' STRAIGHTEDGE.4.BACKFILL:4.1.NO BACKFILL MATERIAL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL THE UPPERBRACING FLOORS ARE IN PLACE FOR AT LEAST 7 DAYS, OR ADEQUATE BRACING, AS DESIGNED BYTHE CONTRACTOR'S ENGINEER, IS INSTALLED.4.2.WHERE THE FINAL GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF A WALL,BACKFILL IN LIFTS TO MAINTAIN LEVEL ELEVATIONS WITHIN 12" ON BOTH SIDES OF THE WALL ATANY TIME.CAST-IN-PLACE CONCRETE:1.ALL CONCRETE WORK SHALL CONFORM TO ALL PROVISIONS OF THE FOLLOWING PUBLICATIONS:1.1."SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301.1.2."BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318.1.3."GUIDE TO HOT WEATHER CONCRETING", ACI 305.1.4."GUIDE TO COLD WEATHER CONCRETING", ACI 306.1.5."GUIDE TO FORMWORK FOR CONCRETE", ACI 347.1.6."SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION MATERIALS", ACI 117.2.MATERIALS:2.1.CONCRETE SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:2.1.1.SLABS-ON-GROUND (INTERIOR) 3,000 PSI / 125 PCF / 5-IN. SLUMP2.1.2.SLABS-ON-GROUND (EXTERIOR) 3,500 PSI / 125 PCF \ 5-IN. SLUMP2.1.3.FOUNDATIONS: 3,000 PSI / 125 PCF / 4-IN. SLUMP2.2.CEMENT ASTM C150, TYPE I OR II2.3.CEMENT SUBSTITUTES ASTM C595, ASTM C989, ASTM C618 (CLASS C OR F) MAXIMUM PERCENTOF TOTAL IN ACCORDANCE WITH ACI 3182.4.COARSE AGGREGATES COARSE AGGREGATE SIZE SHALL BE 2" MAX. / 1 1/2" TOP SIZE FOR SLAB ONGROUND AND 1 1/2" MAX. / 1" TOP SIZE FOR ALL OTHER WORK. ASTM C33 (NORMAL WEIGHT)ASTM C330 (LIGHT WEIGHT)2.5.COMBINED AGGREGATE GRADING FOR SLABS SHALL BE WELL-GRADED FROM TOP SIZE TO NO. 100SIEVE. FOR 2" MAX. / 1 1/2" TOP SIZE AGGREGATE, GRADATIONS SHALL BE 8-18% RETAINED ONEACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO. 100 SIEVE SIZE. IDEAL RANGE FOR THE NO.30 AND NO. 50 SIEVE IS 8-15% RETAINED ON EACH SIEVE. FOR THE TOP SIZE, 0-4% SHALL BERETAINED ON THE 1 1/2" SIEVE. FOR THE 1 1/2" MAX. / 1" TOP SIZE AGGREGATE, GRADATIONSSHALL BE 8-22% RETAINED ON EACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO. 100 SIEVESIZE. IDEAL RANGE FOR THE NO. 30 AND NO. 50 SIEVE IS 8-15% RETAINED ON EACH SIEVE. FORTHE TOP SIZE, 0-4% SHALL BE RETAINED ON THE 1" SIEVE.2.6.THE PROPORTIONING OF THE CONCRETE MIX FOR SLABS-ON-GROUND IS EXTREMELY IMPORTANT.MINIMIZING SHRINKAGE OF THE CONCRETE IS KEY TO A SUCCESSFUL FLOOR SLAB. HIGH CEMENTAND HIGH WATER CONTENT ARE FACTORS THAT INCREASE CONCRETE SHRINKAGE. CEMENTCONTENT SHALL BE OPTIMIZED TO PRODUCE THE SPECIFIED STRENGTH BUT BALANCED TOMINIMIZE THE SHRINKAGE POTENTIAL. WATER CONTENT SHALL BE ADJUSTED AND COORDINATEDWITH THE NECESSARY ADMIXTURES TO MINIMIZE SHRINKAGE POTENTIAL BUT STILL ACHIEVINGTHE DESIRED PLACEABILITY AND FINISHABILITY. LARGER COARSE AGGREGATE, ALONG WITH ALARGE QUANTITY (2000 LBS./CU.YD. MINIMUM), SHALL BE USED TO HELP MINIMIZE THESHRINKAGE POTENTIAL. (THE CONCRETE FOR THE FLOOR SLABS SHALL BE PROPORTIONED FORLOW SHRINKAGE SUCH THAT THE 28 DAY SHRINKAGE SHALL NOT EXCEED 0.035 PERCENT WHENTESTED IN ACCORDANCE WITH ASTM C157 MODIFIED.)2.7.AIR: ALL CONCRETE EXPOSED TO WEATHER, EXCEPT CONCRETE TO RECEIVE A STEEL TROWELFINISH, SHALL BE AIR-ENTRAINED 6% ± 1 1/2% BY VOLUME. ENTRAINING ADMIXTURES TO COMPLYWITH ASTM C260.3.REINFORCEMENT:3.1.DEFORMED REINFORCING BARS ASTM A615, GRADE 603.2.SMOOTH WELDED WIRE REINFORCEMENT (WWR) ASTM A1064, GRADE 654.ADMIXTURES:4.1.NO ADMIXTURE CONTAINING CALCIUM CHLORIDE OR OTHER CHLORIDE CONTAINING AGENTSSHALL BE PERMITTED. WATER-REDUCING ADMIXTURES SHALL COMPLY WITH ASTM C494.CONCRETE SHALL HAVE A WATER SLUMP OF 2" TO 3" PRIOR TO INTRODUCTION OF ADMIXTURE TOTHE CONCRETE MIX.5.GENERAL:5.1.REINFORCING STEEL CLEAR COVER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THEDRAWINGS:5.1.1.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"5.1.2.CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:5.1.2.1.#6 BARS AND LARGER 2"5.1.2.2.#5 BARS AND SMALLER 1 1/2"5.1.3.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:5.1.3.1.SLABS, WALLS AND JOISTS:5.1.3.1.1.#11 BARS AND SMALLER 1" S1012S10143'-6"0'-10"8'-0" 3'-8"4'-6"8'-5"PLAN VIEW OF FORMS & EXISTING WALLSECTION VIEW OF FORMS & EXISTING WALLDRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING FOUNDATION PLAN & DETAILSS1013FOUNDATION PLANSCALE:14" = 1'-0 11'-0"SCALE: 1 12" = 1'-0"CONCRETE CRAWLSPACE // 4" INSULATION OUT2 6"X14" FOOTER OUTLINE8" FOUNDATIONWALL OUTLINE15'-0"18'-1"6'-0"#4 BAR CENTERED FROM TOP#4 VERTICAL BAR; 48" O.C.2 - #4 BAR; 2" FROM SIDES,3" FROM BOTTOM14" WIDE X 6" THICK CIP FOOTERSEE THE PHOTOS AND NOTES INTHE INSET ABOVE FOR TYING INTOTHE EXISTING WALLNOTES FOR WALL TIE-IN:1.BRACE THE STONE FOUNDATIONTEMPORARILY FROM THE INSIDEBEFORE POURING THE CONCRETE.2.FORM THE NEW WALLS SO THAT THECONCRETE FLOWS INTO ANDINTEGRATES WITH THE IRREGULARPROFILE OF THE OLD FOUNDATION.2.1.TO FORM THE SECTION WHERETHE TWO FOUNDATIONS MEET,MAKE PANELS OF 3/4-IN.PLYWOOD OR ORIENTED STRANDBOARD.2.2.THE PANELS ARE STRAIGHT ANDPLUMB ON ONE EDGE WHERETHEY ATTACH TO THE NEARESTFORM, AND SCRIBE THE OTHEREDGE TO MATCH THE EXISTINGFOUNDATION. THE SCRIBEDOESN’T HAVE TO BE PERFECT;1/2-IN. GAPS ARE ACCEPTABLE.3.TO JOIN THE FREE ENDS OF THESCRIBED FORM PANELS, USE JUMPRODS, HOOK RODS, OR METALBANDING ALONG THE SCRIBED ENDS TOTIE THE PANELS TOGETHER.4.STARTING AT THE BOTTOM, PUT A RODOR A BAND EVERY FOOT UP THE PANEL.5.ORDER THE CONCRETE AT A 4"-5"SLUMP, WHICH ALLOWS THECONCRETE TO FLOW READILY IN ANDAROUND THE STONE TO KEY THE NEWWORK TO THE OLD. IF THE CONCRETESTARTS OOZING OUT, IT IS PROBABLYNOT STIFF ENOUGH.1FOUNDATION TIE-INSCALE:N.T.S5PORCH POST FOUNDATION DETAILSCALE: 1" = 1'-0"6"X6" PT PORCH POSTSIMPSON EPBELEVATED POST BASE8" DIA. SONOTUBEFOUNDATION,CONCRETE @ 3,000 PSI12" DIA.FOOTING(2) #4 BARS8-IN. DIA. FOUNDATIONFOR DECK POST, SEEINSET DETAIL; TYP 8'-5" 8'-7" 8'-8" 8'-8"4'-8" 4'-1"3-IN. CIPCONCRETE SLAB11 78" TJI 110 JOIST @ 16-IN.O.C. OVER CRAWL SPACESLAB ON GRADESTAIR SECTIONOVER SLABNOTES FOR CRAWL SPACE:1.ACCESS SHALL BE PROVIDED TO ALLUNDER-FLOOR SPACES AND FLOOROPENINGS SHALL NOT BE SMALLERTHAN 18-IN. X 24-IN. AND WALLOPENINGS NOT LESS THAN 16-IN. X24-IN.2.VENTILATION OPENINGS PER SECTIONR408.1/2-INCH-DIA. ANCHOR BOLTS SPACEDMAX. 6-FT. O.C., EXTENDING A MIN. OF7 IN. INTO THE CONCRETE4STEP FOOTER AT NEW REAR ENTRANCESCALE: 3/4" = 1'-0"REINFORCING TO MATCHREMAINDER OF FOOTING#4 BAR @ 48" O.C.,SPLICE @ 30 BAR DIA.3" CLEAR #4 BAR @ 48" O.C.,SPLICE @ 30 BAR DIA.3'-3"1'-51 4" 1'-51 4" 1'-5"3'-3"1'-5"STEP FOOTER2X8 P.T. SUB-SILLON TOP OF WALLPLACE PIER JUSTOUTSIDE OF THE PADLIMIT DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING ARCHITECTURAL GENERAL NOTESA001 A LABELCLASS A DOORA/CAIR CONDITIONA/C UNITAIR CONDITIONING UNITA/EARCHITECT/ENGINEERAAMAAMERICAN ARCHITECTURALMANUFACTURERS ASSOCIATIONABANCHOR BOLTABCAGGREGATE BASE COURSEACASBESTOS CEMENT OR ASPHALTICCONCRETEACIAMERICAN CONCRETE INSTITUTEACS DRACCESS DOORACS FLRACCESS FLOORACS PNLACCESS PANELACSTACOUSTICACTACOUSTICAL CEILING TILEADAREA DRAINADAAMERICANS WITH DISABILITIES ACTADCAUTOMATIC DOOR CLOSERADDLADDITIONALADDNADDITIONADHADHESIVEADJADJACENT, ADJOINING, OR ADJUSTABLEADMINADMINISTRATIONADBAUTOMATIC DOOR BOTTOMAFCABOVE FINISHED COUNTERAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAFSABOVE FINISHED SLABAGAAMERICAN GAS ASSOCIATIONAGCASSOCIATED GENERAL CONTRACTORSAGGRAGGREGATEAHJAUTHORITY HAVING JURISDICTIONAHRANCHORAHUAIR HANDLING UNITAIAAMERICAN INSTITUTE OF ARCHITECTSAISCAMERICAN INSTITUTE OF 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ORDERPOPURCHASE ORDER POST OFFICEPOLYPOLYETHYLENE (PLASTIC)PRPAIRPRCSTPRECASTPREFABPREFABRICATEPREFINPREFINISHPRELIMPRELIMINARYPREPPREPARATIONPRESSPRESSUREPREVPREVIOUSPRKGPARKINGPRMLDPREMOLDEDPROJPROJECTPROPPROPERTYPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPAINT, PNEUMATIC TUBE, OR PRESSURETREATEDPTDPAPER TOWEL DISPENSERPTNPARTITIONPVCPOLYVINYL CHLORIDE (PLASTIC)PVGPAVINGPWRPOWERQAQUALITY ASSURANCEQCQUALITY CONTROLQRYQUARRYQTQUARRY TILEQTBQUARRY TILE BASEQTFQUARRY TILE FLOORQTRQUARTERQTYQUANTITYQUADQUADRANTQUALQUALITYRRADIUS OR RISERRARETURN AIRRADRADIATORRBRESILIENT BASE OR RUBBER BASERB HKROBE HOOKRBMREINFORCED BRICK MASONRYRBRRUBBERRCREMOTE CONTROLRCPREFLECTED CEILING PLANRCVRRECEIVERRDROAD OR ROOF DRAINRECRECESSEDRECDRECEIVEDRECPTRECEPTACLERECTRECTANGLEREFREFERENCE OR REFRIGERATORREFRREFRACTORY REFRIGERATIONREFRREFRIGERATION REFRACTORYREGREGISTERREINFREINFORCEREPREPAIRREPLREPLACEREQREQUIREREQDREQUIREDRESILRESILIENTRETRETURNREVREVISIONRFRADIO FREQUENCYRFGROOFINGRFIREQUEST FOR INFORMATIONRFPREQUEST FOR PROPOSALRHRIGHT HANDRHMSROUND HEAD MACHINE SCREWRHRRIGHT HAND REVERSERHWSROUND HEAD WOOD SCREWRLROOF LEADERRLGRAILINGRMROOMRNDROUNDROROUGH OPENINGROWRIGHT OF WAYRPMREVOLUTIONS PER MINUTERSROUGH SAWNRTRIGHTRVROOF VENTRVSREVERSERWDREDWOODRWLRAIN WATER LEADERSASUPPLY AIRSALVSALVAGESAMPSAMPLESANSANITARYSATSUSPENDED ACOUSTICAL TILESATCSUSPENDED ACOUSTICAL TILE CEILINGSBSPLASH BLOCKSBSSTYRENE BUTADIEN STYRENESBSTRSUBSTRATESCSHADING COEFFICIENT OR SOLID CORESCHSCHOOLSCHEDSCHEDULESCHEMSCHEMATICSCPSCUPPERSCRNSCREENSCTSTRUCTURAL CLAY TILESCWDSOLID CORE WOOD DOORSDSHOP DRAWINGS, SMOKE DETECTOR,OR SOAP DISPENSER;SDGSIDINGSECTSECTIONSEGSEGMENTSELSELECTSEPSEPARATESFSQUARE FOOT (FEET)SFTWDSOFTWOODSGDSLIDING GLASS DOORSGLSINGLESHRSHOWERSHR HDSHOWER HEADSHRDSHOWER DRAINSHTSHEETSHT MTL FLASH SHEET METAL (FLASHING)SHTHGSHEATHINGSHVSHELVINGSIMSIMILARSJSCORED JOINTSJISTEEL JOIST INSTITUTESKSKETCHSKLTSKYLIGHTSLD WDWHORIZONTAL SLIDING WINDOWSLDGSLIDINGSLNTSEALANTSMSHEET METALSMKSMOKESNDSANITARY NAPKIN DISPENSERSND INSSOUND INSULATIONSNDUSANITARY NAPKIN DISPOSAL UNITSPECSPECIFICATIONSPKLRSPRINKLERSPKRSPEAKERSPLYSUPPLYSQSQUARESQ INSQUARE INCHSQ YDSQUARE YARDSSSANITARY SEWER OR SERVICE SINKSSTSTAINLESS STEELSTSTAIRS OR STREETSTCSOUND TRANSMISSION CLASSSTDSTANDARDSTIFSTIFFENERSTL JSTSTEEL JOISTSTL LNTLSTEEL LINTELSTL PLSTEEL PLATESTL RF DKSTEEL ROOF DECKSTL TBSTEEL TUBESTL TRSTEEL TRUSSSTNLSSTAINLESSSTORSTORAGESTRSTRINGERSSTRUCTSTRUCTURALSTRUCT STLSTRUCTURAL STEELSUBSUBSTITUTESURFSURFACESUSPSUSPENDSUSP CLGSUSPENDED CEILINGSVSHEET VINYLSWSWITCHSWDRSWING DOORSYMSYMBOLSYNTHSYNTHETICSYSSYSTEMTTREADT&GTONGUE AND GROOVET&MTIME AND MATERIALSTBTHROUGH BOLT OR TOWELBARTCATILE COUNCIL OF AMERICATCPTELEPHONE CONTROLPANEL TEMPERATURECONTROL PANEL; TRAFFICCONTROL PLANTDTOWEL DISPENSERTECHTECHNICALTELTELEPHONETEMPTEMPERATURE ORTEMPORARYTERTERRAZZOTHDTHREADTHERMTHERMALTHKTHICKNESSTHRESTHRESHOLDTHRUTHROUGHTHRUOUTTHROUGHOUTTK BDTACKBOARDTMPDTEMPEREDTMPD GLTEMPERED GLASSTNTRUE NORTHTOTOP OF ___TO FDNTOP OF FOUNDATIONTOBTOP OF BEAMTOMTOP OF MASONRYTOPTOP OF PARAPETTOSTOP OF STEELTOWTOP OF WALLTPDTOILET PAPER DISPENSERTPHTOILET PAPER HOLDERTRTOWEL RACKTRANSTRANSOMTRANS WD FINTRANSPARENT WOODFINISHTRTDTREATEDTSTENSILE STRENGTH ORTUBE STEELTSTATTHERMOSTATTVTELEVISIONTYPTYPICALUHEAT TRANSFERCOEFFICIENTUCUNDERCUTUCDUNDERCUT DOORUGNDUNDERGROUNDULUNDERWRITERSLABORATORIESULTULTIMATEUNFINUNFINISHUONUNLESS OTHERWISE NOTEDUPSUNINTERRUPTIBLE POWERSUPPLYURURINALUTILUTILITYUVULTRAVIOLETVVOLTVACVACUUMVARVARIESVCTVINYL COMPOSITION TILEVITRIFIED CLAY TILEVEHVEHICLEVENTVENTILATIONVERTVERTICALVESTVESTIBULEVFATVINYL FACED ACOUSTICALTILEVICVICINITYVIDVIDEOVIFVERIFY IN FIELDVNRVENEERVOCVOLATILE ORGANICCOMPOUNDVOLVOLUMEVOLTVOLTAGEVPVENEER PLASTERVRVAPOR RETARDERVTRVENT THROUGH ROOFVWCVINYL WALL COVERINGVWFVINYL WALL FABRICWWIDE OR WESTW/WITHW/OWITHOUTWARRWARRANTYWBLWOOD BLOCKINGWCHRWATER CHILLERWDWOODWDWWINDOWWFWIDE FLANGEWFABWALL FABRICWFRWOOD FRAMEWFSWOOD FURRING STRIPSWHWATER HEATERWHSEWAREHOUSEWLDWELDEDWMWIRE MESHWPWATERPROOFINGWPDWATER PRESSURE DROPWPMWATERPROOF MEMBRANEWRWEATHER RESISTANTWSWEATHERSTRIPWSCTWAINSCOTWTWEIGHTWWFWELDED WIRE FABRICX BRACECROSS BRACEXPSEXTRUDED POLYSTYRENEBOARD (INSULATION)YDYARDYRYEAR DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING ARCHITECTURAL GENERAL NOTESA002 DRAWING ORGANIZATION:1.THE DRAWINGS IN THE SET ARE ORGANIZED ASFOLLOWS:1.1.EACH DRAWING IS IDENTIFIED BY THE SHEETNUMBER IN THE LOWER RIGHT CORNER OF OFTHE SHEET TITLE BLOCK. EXAMPLE: A-2021.1.1.DISCIPLINE: THE FIRST LETTER INDICATES THEDISCIPLINE THAT CREATED THE DRAWING.1.1.2.SHEET NUMBER: THE NEXT NUMBERS "202"INDICATE THE SEQUENTIAL NUMBERS OFEACH SHEET WITHIN A CATEGORY.2.DETAIL IDENTIFICATION: THE LETTER OR NUMBERWITHIN THE THE TITLE BAR FOR EACH ENTRYIDENTIFIES THE ENTRY. REFERENCE SYMBOLSINDICATE REFERENCE TO THE ENTRY UTILIZING THISDETAIL IDENTIFICATION LETTER OR NUMBER.3.DISCIPLINES ARE ORGANIZED IN THE FOLLOWINGORDER.G GENERALA ARCHITECTURALM MECHANICALE ELECTRICALP PLUMBINGGENERAL DEFINITIONS:1."TYPICAL" OR "TYP." IDENTICAL SYSTEM COMPLETEFOR THE CONDITION NOTED.2."ALIGN" INDICATES ACCURATELY PROVIDE FINISHFACES OF MATERIALS IN A STRAIGHT, TRUE ANDPLUMB RELATION TO ADJACENT MATERIALS.3."SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEMAND COMPONENTS COMPARABLE FOR THE CONDITIONNOTED.4."PROVIDE" INDICATES TO FURNISH AND INSTALL.5."REFINISH" INDICATES EXISTING SURFACES TO MATCHADJACENT FINISHES. FOR CONTINUOUS SURFACES,REFINISH TO NEAREST INTERSECTION; FOR ASSEMBLY,REFINISH ENTIRE UNIT.GENERAL DIMENSION NOTES:1.DIMENSIONS ARE INDICATED TO THE CENTERLINE OFTHE STRUCTURAL GRID, FACE OF CONCRETE WALL,NOMINAL FACE OF CMU WALL, FACE OF PARTITIONSCHEDULED UNLESS OTHERWISE NOTED.2.ALIGNMENT OF THE PARTITIONS AND FINISHES ASSCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB.DIMENSIONAL LAYOUT SHALL BE COORDINATED IN THEFOLLOWING ORDER: STRUCTURAL DRAWINGS, LARGESCALE DRAWINGS, SMALL SCALE DETAILS, ENLARGEDPLANS AND DETAILS, FLOOR PLANS.3.MINIMUM DIMENSIONS FOR ACCESSIBILITYCLEARANCES AND BUILDING CODE REQUIREMENTSSHALL BE IN ACCORDANCE WITH THE LATESTINTERNATIONAL AND STATE CODES AND STANDARDS.4.FLOOR ELEVATIONS ARE INDICATED AT THE FACE OFTHE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED.5.VERTICAL DIMENSIONS ARE INDICATED FROM THEFLOOR ELEVATION TO FACE OF FINISHED MATERIALUNLESS NOTED ABOVE FLOOR - "AFF"6.CEILING HEIGHTS ARE INDICATED FROM THE FLOORELEVATION TO THE FACE OF THE SUSPENDEDACOUSTIC CEILING GRID OR FACE OF FINISH MATERIALFOR OTHER CEILING TYPES, UNLESS OTHERWISENOTED.7.DRAWINGS ARE DRAWN DIAGRAMMATICALLY ANDSCALED DIMENSIONS INDICATE REQUIRED SIZE,CLEARANCES AND RELATIONSHIPS ARE INDICATED BYDIMENSIONS INDICATED.8.DO NOT SCALE DRAWINGS. CONTRACTOR SHALLNOTIFY ARCHITECT OF ANY DISCREPANCIES INDIMENSIONS BETWEEN EXISTING CONDITIONS AND/ORARCHITECTURAL DRAWINGS AND THE STRUCTURALDRAWINGS.GENERAL ARCHITECTURAL NOTES:1.ALL GENERAL NOTES AND NOTES APPEARING ON THESHEETS SHALL BE APPLICABLE TO ALL CONSTRUCTIONON ALL FLOORS UNLESS NOTED OTHERWISE, TYPICAL.1.1.ALL WORK SHOWN ON THESE DOCUMENTSSHALL BE COMPLETED BY THE GENERALCONTRACTOR UNDER THETERMS/CONDITIONS/REQUIREMENTS OF AIADOCUMENT A107 OR A201, GENERALCONDITIONS LATEST EDITION. ALLCONTRACTOR/OWNERAGREEMENTS/CONTRACTS SHALL BE AIADOCUMENT LATEST EDITIONS.2.SEE ALL GENERAL NOTES AND/OR NOTES THATAPPEAR ON THE GENERAL NOTES COLUMN OF EACHSHEET OF THE CONTRACT DOCUMENTS, TYPICAL.3.SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONAND REQUIREMENTS, TYPICAL.4.SEE ALL ENGINEERING AND/OR CONSULTANTDRAWINGS AND SPECIFICATIONS FOR ADDITIONALINFORMATION AND REQUIREMENTS, TYPICAL.5.SEE ALL PLAN DRAWINGS FOR DIMENSIONS, LOCATIONISSUES, ENLARGED PLAN TARGETS, ELEVATIONTARGETS, DETAIL TARGETS, DIMENSIONS, TARGETS,ETC. THAT ARE TYPICAL FOR MANY AREAS ARE NOTED ONLY ONCE.6.ALL PLUMBING FIXTURES, DRAINS, ETC. AREINDICATED ON ENGINEERING DRAWINGS, TYPICALUNLESS SHOWN ON ENLARGED DRAWINGS. SEEENGINEERING DRAWINGS FOR ADDITIONALINFORMATION AND REQUIREMENTS.7.THE GENERAL CONTRACTOR AND EACH TRADE ISRESPONSIBLE FOR REVIEWING AND COORDINATINGALL NEW WORK WITH ALL/ EXISTING CONDITIONS ANDWITH ALL OTHER TRADES. NO FIELD WORK ORDERSWILL BE APPROVED FOR ANY CONDITIONS ORCONFLICTS THAT COULD HAVE BEEN ACCOUNTED FORBY THE BIDDER DURING BID FIELD INSPECTION AND/ORANY CONDITIONS OR CONFLICTS THAT COULD HAVEBEEN COORDINATED BY THE GENERAL CONTRACTORAND EACH TRADE AFTER AWARD OF CONTRACT.8.GENERAL CONTRACTOR (INCLUDING ALLSUBCONTRACTORS) SHALL SUBMIT TO THE DESIGNER,FOR DESIGN REVIEW, ALL SUBMITTALS, SAMPLES,MANUFACTURERS LITERATURE, CATALOG CUTS, ETC.OF ANY/ALL DEVICES EXPOSED TO VIEW AND SHOULDNOT ORDER SAME WITHOUT SUCH REVIEW. GENERALCONTRACTOR TO COORDINATE AND SUBMIT TODESIGNER, TYPICAL.9.ALL EXPOSED WORK, CONSTRUCTION, MATERIALS,PRODUCTS, SHALL BE FREE OF ANY/ALL NAMEPLATES, LOGOS, STAMPED OR PRINTED MARKINGS,ETC., TYPICAL.10.THE GENERAL CONTRACTOR IS RESPONSIBLE FORCOORDINATING HIS/HER WORK WITH THAT OF ANYOWNER'S OWN WORKFORCE, OWNER'S SEPARATECONTRACTORS AND ITEMS/WORK SUPPLIED BYOWNER FOR THE CONTRACTOR TO INSTALL.COORDINATION SHALL INCLUDE, BUT NOT BE LIMITEDTO THE FOLLOWING:10.1.INCLUDING AND MAINTAINING ANY OWNER'SWORK/ISSUES INTO THE PROJECT SCHEDULE.10.2.ESTABLISHING CRITICAL DATES FOR DELIVERY,INSTALLATION, ETC.10.3.PROVIDE/COORDINATE HOISTING, LOADINGDOCK AND TEMPORARY SERVICES.10.4.PROVIDE/COORDINATE ALL/ANY BLOCKING,SUPPORT, BRACING, AS REQUIRED FOROWNER'S WORK/ISSUES.11.THE GENERAL CONTRACTOR IS RESPONSIBLE FORPROVIDING, INSTALLING AND COORDINATING ALLREQUIRED BLOCKING, BRACING, SHIMS, SUPPORT,ETC. FOR SUPPORT, ATTACHMENT, ALIGNMENT OF ALLMILLWORK, CABINETRY, DOORS/FRAMES, EQUIPMENT,PARTITIONS, FIXTURES, TRIM, FURNITURE, APPLIEDFINISHES, BASES, HARDWARE, DEVICES, PLUMBING,GLAZING SYSTEMS, CEILING SYSTEMS, OWNERS WORK, ETC., TYPICAL.12.THE GENERAL CONTRACTOR IS RESPONSIBLE FORPROVIDING, INSTALLING AND COORDINATING ALL FIRESTOPS/FIRE STOPPING, SAFING INSULATION, FIREPROOFING INSULATION, FIRE STOP SEALANT, ETC. ASREQUIRED BY ANY/ALL CODES, LAWS OR ANY OTHERAUTHORITY HAVING JURISDICTION FOR THEFOLLOWING, BUT NOT LIMITED TO, LOCATIONS AND/ORCONSTRUCTION:A)OPENINGS BETWEEN CONNECTING FLOOR.B)FLOOR SLAB OPENINGS.C)IN WALLS AT RAISED FLOORS OR WHERESHOWN AND REQUIRED BY CODE.D)ALL PIPES, DUCTWORK, SUPPORTS.E)HEAD OF WALL FIRE STOPPING AT FIRE-RATED,FULL-HEIGHT PARTITIONS.F)BEHIND ALL APPLIED WALL FINISHES, PANELS,MILLWORK, ETC.G)IN/UNDER ALL APPLIED FLOOR FINISHES,BETWEEN WOOD FLOOR SLEEPERS, ETC.H)PATCHING AND/OR ADDING FIRE PROOFINGINSULATION TO ALL STRUCTURAL MEMBERSAS REQUIRED FOR BOTH NEW AND EXISTINGWORK.I)PROVIDE FIRE-RATED CAULK AS REQUIRED ATALL FIRE-RATED PARTITIONS AS PER U.L.ASSEMBLY.13.ALL NON-EXPOSED WOOD, PLYWOOD, WOODBLOCKING, SHIMMING, STRUCTURING, FRAMING, ETC.IS TO BE FIRE RETARDANT TREATED, TYPICAL.14.ALL LIFE SAFETY AND SECURITY DEVICES (IE., SMOKEDETECTORS, PULL STATIONS, LIFE SAFETY SPEAKERS,FIRE ALARMS,SECURITY DEVICES/HARDWARE, CARDREADERS, RELEASE BUTTONS, SPRINKLER SYSTEMS,PRE-ACTION SYSTEMS, ETC.) ARE TO BEINCORPORATED WITH AND/OR INTO THE BASEBUILDING FIRE/SECURITY AND LIFE SAFETY SYSTEM,TYPICAL. GENERAL CONTRACTOR TO COORDINATEWITH ALL TRADES AND BASE BUILDING.15.THE SCOPE OF WORK AS INDICATED ON THESEDOCUMENTS IS FOR TENANT IMPROVEMENT WORKONLY. BASE BUILDING SPACES AND CONSTRUCTION ISSHOWN FOR REFERENCE ONLY (IE., EXIT STAIRS,ELEVATORS, SHAFTS, TELEPHONE AND ELECTRICALROOMS, ETC.) AND IS EXISTING OR HAS BEEN APPLIEDFOR UNDER SEPARATE PERMIT.16.THE GENERAL CONTRACTOR SHALL SURVEY ALLLOCATIONS AND CONDITIONS WHERE WORK ISREQUIRED TO BE ACCESSED FROM ADJACENT TENANTOR BASE BUILDING FLOORS OR SPACES (CORING FORELECTRICAL DEVICES OR PLUMBING, ETC.), ANDCOORDINATE ALL SCHEDULING AND WORK WITH THEOWNER AND BUILDING MANAGEMENT. THE GENERALCONTRACTOR SHALL PROVIDE THE LABOR ANDMATERIALS TO REMOVE (AND REPLACE AFTER THEWORK HAS BEEN COMPLETED TO SATISFACTION) ANYAND ALL OBJECTS, FURNITURE, MATERIALS, ETC. TOGAIN ACCESS TO THE SPACES MENTIONED ABOVE ANDSHALL RESTORE ANY DISTURBED AREAS TO THEIRORIGINAL CONDITION AS ACCEPTED BY THE OWNER.17.ARCHITECTURAL DIMENSIONS AND DESIGN INTENTTAKE PRECEDENCE OVER MECHANICAL, ELECTRICAL,OR PLUMBING REQUIREMENTS. NOTIFY ARCHITECT OFANY DISCREPANCY BEFORE PROCEEDING WITHCONSTRUCTION.18.WHERE DESIGN INTENT CANNOT BE DETERMINEDFROM THE CONSTRUCTION DOCUMENTS, THEGENERAL CONTRACTOR IS RESPONSIBLE FOROBTAINING A CLARIFICATION FROM THE DESIGNER PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.19.ALL VERTICAL DIMENSIONS SHOWN IN THEDOCUMENTS ARE TO TOP OF SLAB UNLESS NOTEDOTHERWISE.20.DO NOT SCALE THE DRAWINGS. THE GENERALCONTRACTOR IS RESPONSIBLE FOR CHECKING ALLCONTRACT DOCUMENTS, FIELD CONDITIONS ANDDIMENSIONS FOR ACCURACY. IF THERE ARE ANYQUESTIONS REGARDING THESE OR OTHERCOORDINATION ITEMS, THE GENERAL CONTRACTOR ISRESPONSIBLE FOR OBTAINING A CLARIFICATION FROMTHE DESIGNER PRIOR TO PROCEEDING WITH THEWORK IN QUESTION OR RELATED WORK.21.ALL WORK SHALL MEET THE REQUIREMENTS OF CITYAND STATE CODES OR OTHER GOVERNMENTALAGENCIES HAVING JURISDICTION, AS WELL ASSTANDARDS OF PERFORMANCE RECOMMENDED BYMANUFACTURERS AND TRADE ASSOCIATIONS.22.ALL WORK CONSISTING OF INTERIOR WALLS,CEILINGS, FINISHES AND TRIM AS SHOWN ON ALLDRAWINGS FOR THIS PROJECT TO COMPLY WITHREQUIREMENTS OF SECTIONS 803, OF THE NEW YORKSTATE BUILDING CODE, CLASSIFICATION OFMATERIALS FOR CLASS 2, FLAME SPREAD RATING 26TO 75 SMOKE DEVELOPED 450.23.ALL DOORS USED IN CONNECTION WITH EXITS SHALLBE SO ARRANGED TO BE READILY OPENED WITHOUTUSE OF KEY FROM THE SIDE FROM WHICH EGRESS ISMADE PER STANDARD BUILDING CODE.24.THE ARCHITECT SHALL NOT CONTROL, BE IN CHARGEOF, OR BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES, PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS INCONNECTION WITH THE WORK OR FOR THE ACTS OROMISSIONS OF THE CONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY WORK OR FOR THEFAILURE OF ANY OF THEM TO CARRY OUT THE WORK.25.THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING ALL PERMITS AND SCHEDULING ALLREQUIRED INSPECTIONS.26.LARGE SCALE DETAILS GOVERN OVER SMALL SCALEDETAILS. DRAWINGS GOVERN OVER SPECIFICATIONS.27.WHERE NEW WORK ADJOINS EXISTING, SUCH NEWWORK SHALL BE PROPERLY INTEGRATED WITH THEEXISTING TO ENSURE UNIFORM APPEARANCE.28.ALL AREAS WHICH RECEIVE NEW FLOOR FINISHESSHALL BE LEVELED TO A VARIANCE OF 1/4" IN 10'-0"NON-CUMULATIVE (TYP. U.N.O.) AND PREPARED TORECEIVE FLOOR FINISH AS SCHEDULED.29.GENERAL CONTRACTOR TO COORDINATE PROVISIONAND INSTALLATION OF ALL PLUMBING FIXTURES WITHMILLWORK CONTRACTOR, ELECTRICAL CONTRACTOR,GYPSUM BOARD CONTRACTOR AND ALL OTHERTRADES AS REQUIRED.30.PROVIDE MATTE BLACK METAL BLANK OFF PANELS INLOCATIONS WHERE THERE ARE NO DIFFUSERS BOOTSABOVE CONTINUOUS SLOT DIFFUSERS; SIZE ASREQUIRED TO PROVIDE FOR ANY POSSIBLE MOVEMENTOF PANEL DUE TO HVAC START UP, OPERATION, ETC.DEMOLITION NOTES:1.SEE DOCUMENTS PREPARED BY STRUCTURAL,MECHANICAL, ELECTRICAL, AND PLUMBINGENGINEERS AND ALL OTHER CONSULTANTS FORADDITIONAL INFORMATION AND REQUIREMENTS FORDEMOLITION OF ELECTRICAL, HEATING, VENTILATING,AIR CONDITIONING, PLUMBING, VOICE/DATA, ANDOTHER ITEMS. COORDINATE DEMOLITION OF ALLTRADES.2.ALL ITEMS THAT ARE NOT INDICATED TO BE REMOVED(INCLUDING ITEMS TO BE SALVAGED), SHALL BECAREFULLY PROTECTED FROM DAMAGE DURINGDEMOLITION, AND CAUTION SHALL BE USED TOELIMINATE THE POSSIBILITY OF DAMAGE TO SUCHITEMS. DAMAGE TO EXISTING ITEMS OR SURFACESTHAT REMAIN, SHALL BE REFINISHED, REPAIRED ORREPLACED TO THE SATISFACTION OF THE OWNER,BUILDING MANAGEMENT AND ARCHITECT AT NOADDITIONAL COST.3.ALL ITEMS OF EXISTING EQUIPMENT, MATERIALS,FIXTURES, ECT., SHALL REMAIN THE PROPERTY OF THETENANT. ALL SALVAGED AND/OR REUSABLE ITEMSSALVAGED DURING DEMOLITION OPERATIONS SHALLBE REMOVED AND RETAINED FOR LATERREINSTALLATION. ITEMS INSPECTED AND REJECTEDBY THE OWNER OR DESIGNER SHALL BE DISPOSED OFBY THE GENERAL CONTRACTOR.4.THE DEMOLITION DRAWINGS REPRESENT EXISTINGCONSTRUCTION SYSTEMS AND ASSEMBLIES. THESEDRAWINGS ARE NOT SUPPOSE TO ILLUSTRATE, INDETAIL, ALL SYSTEMS SEEN AND UNSEEN WITHIN THEWALLS, CEILINGS, AND FLOORS. THIS DRAWING IS OFGENERAL NATURE ONLY DESCRIBING SCOPE OFDEMOLITION WORK, GENERAL CONTRACTOR TO FIELDVERIFY PRIOR TO COMMENCEMENT OF WORK.5.THE CONTRACTOR SHALL SUBMIT A SCHEDULE OFMETHODS AND OPERATIONS OF DEMOLITION FOR THEOWNER'S REVIEW FOR ALL DEMOLITION AND REMOVALWORK. THE SCHEDULE SHALL INCLUDE THECOORDINATION REQUIRED WITH THE BUILDINGMANAGEMENT AND ALL TRADES, INCLUDING SHUTOFF,CAPPING OR REROUTING OF UTILITIES, AND THECONSTRUCTION OF ANY TEMPORARY UTILITY LINESAND PROTECTIVE MEASURES.6.PRIOR TO DEMOLITION AND BEFORE SUBMISSION OFPROPOSED METHODS AND SEQUENCE OF OPERATIONS,THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING FOR REFERENCE ANY EXISTING RECORDDRAWINGS AND FOR CONDUCTING APPROPRIATEFIELD TESTING TO DETERMINE THE NATURE OF THEWORK TO BE REMOVED.7.THE CONTRACTOR IS RESPONSIBLE FOR DETERMININGTHE ACTUAL OF STRUCTURES TO BE DEMOLISHED.CONDITIONS EXISTING AT TIME OF INSPECTION FORBIDDING PURPOSES WILL BE MAINTAINED BY THEOWNER INSOFAR AS PRACTICABLE. HOWEVER,VARIATIONS WITHIN THE STRUCTURE MAY OCCUR BYTHE OWNER'S REMOVAL AND SALVAGE OPERATIONSPRIOR TO THE START OF DEMOLITION WORK. THECONTRACTOR IS RESPONSIBLE FOR VERIFYING THESECONDITIONS PRIOR TO AND DURING THE PROGRESSOF THE WORK.8.THE CONTRACTOR SHALL DISCONNECT OR SHUT OFFAND CAP ALL MECHANICAL, ELECTRICAL ANDPLUMBING SERVICES TO ALL AREAS WHERE WORK ISTO BE REMOVED OR RELOCATED. REMOVE ALL HVACAND PLUMBING EQUIPMENT AND RELATEDDUCTWORK, AND PIPING IN ALL AREAS WHERE WORKIS TO BE PERFORMED. RETURN ALL ITEMS ASREQUIRED BY THE OWNER AND/OR BUILDINGMANAGEMENT.9.PROVIDE TEMPORARY AND PERMANENT SUPPORT ASNECESSARY TO MAINTAIN THE INTEGRITY OFADJACENT AND EXISTING STRUCTURES.10.FOR ALL REQUIRED, NOTED, ETC. DEMOLISHED AREAS,DEMOLITION SCOPE, ETC., COORDINATE ANY/ALLDEMOLITION WORK/SCOPE WITH NEW/FINAL WORKSCOPE. REFER TO ALL DEMOLITION DRAWINGS,ENGINEERS DRAWINGS AND CONSULTANTSDRAWINGS. REVISE AND PROVIDE ASREQUIRED/NOTED.11.FOR ANY/ALL ROOF PENETRATIONS, PROVIDE/INSTALLANY/ALL REQUIRED FRAMING, BRACING, SUPPORT,STRUCTURE, MISC. STEEL, ETC. AS REQUIRED.12.FOR ANY/ALL ROOF PENETRATIONS, PROVIDE/INSTALLANY/ALL REQUIRED ROOFING DETAILS, CURBING,FLASHING, MATERIALS, ETC. TO MAINTAIN EXISTINGROOFING SYSTEM/PERFORMANCE.13.FIELD-VERIFY ALL CONDITIONS AND DIMENSIONS ANDNOTIFYDESIGNER OF ANY DEVIATION BEFOREPROCEEDING WITH DEMOLITION.14.THE GENERAL CONTRACTOR SHALL PROVIDE ASREQUIRED THE MEANS AND METHODS TO MAINTAINAPPROPRIATE VENTILATION, LIGHTING AND SAFETY,ETC. THROUGHOUT THE DEMOLITION PROCESS.GENERAL CONTRACTOR TO VERIFY/COORDINATE WITHBUILDING MANAGEMENT ALL MEANS AND METHODS,TYPICAL.15.REMOVE EXISTING PARTITION FROM STRUCTURALSLAB TO STRUCTURE ABOVE. REMOVAL OF PARTITIONREQUIRES THAT ITEMS SUCH AS CONDUIT, OUTLETS,RAILINGS, WALL BASES, PIPING AND PLUMBING,FIXTURES ARE TO BE REMOVED AND REROUTED (REF.MEP DRAWINGS). PATCH THE FLOOR AND WALL ASREQUIRED FOR FLUSH FINISH CONDITION.16.PREP ALL AREAS TO RECEIVE NEW FINISHES ASCALLED FOR IN ARCHITECTURAL DRAWINGS.17.FOR ANY REMAINING PARTITION(S), ETC. PROVIDECLEAN/STRAIGHT SAW CUT FINISHED ENDS/OPENINGS.18.ADDITIONAL DEMOLITION MAY BE REQUIRED TOACCOMMODATE NEW CONSTRUCTION. FIELD VERIFYALL CONDITIONS PRIOR TO DEMOLITION.19.DURING REMOVAL OF ITEMS INDICATED TO BESALVAGED, PROTECTION AND CAUTION SHALL BEUSED TO ELIMINATE THE POSSIBILITY OF DAMAGE TOSUCH ITEMS. ALL ITEMS OF EXISTING EQUIPMENT,MATERIALS, FIXTURES, ETC. SHALL REMAIN THEPROPERTY OF THE TENANT. ALL SALVAGED AND/ORREUSABLE ITEM SALVAGED DURING DEMOLITIONOPERATIONS SHALL BE REMOVED AND RETAINED FORLATER REINSTALLATION. ITEMS INSPECTED ANDREJECTED BY THE OWNER OR DESIGNER SHALL BEDISPOSED BY THE GENERAL CONTRACTOR.PARTITION NOTES:1.DIMENSIONS FOR PARTITION LOCATIONS, ENLARGEDPLAN TARGETS, DETAIL TARGETS, ELEVATIONTARGETS, ETC. ARE NOTED ON FLOOR PLANS.DIMENSIONS, TARGETS, ETC. THAT ARE TYPICAL FORMANY AREAS ARE NOTED ONLY ONCE.2.PARTITIONS OVER DOORS SHALL BE CONTINUOUS ANDTHE SAME AS ADJACENT WALLS WHERE DRYWALLCONTINUES TO STRUCTURE ABOVE, OR ABOVECEILING, TYPICAL UNLESS NOTED OTHERWISE.3.REFER TO WALL TYPES SCHEDULE FOR PARTITIONTYPES AND DETAILS.4.WHERE NEW PARTITIONS ABUT OR MEET EXISTINGAND/OR BASE BUILDING PARTITIONS/CONSTRUCTION,THE NEW PARTITIONS ARE TO ALIGN WITH AND/OR BELOCATED SIMILAR TO EXISTINGPARTITIONS/CONSTRUCTION, TYPICAL UNLESS NOTEDOTHERWISE.5.THE LOCATION DIMENSIONS SHOWN FORWALLS/PARTITIONS WITH A FINISH (IE., FULL-HEIGHTMILLWORK PANELING, TILE, ETC.) ARE FROM/TO THEFACE OF THE WALL FINISH, TYPICAL UNLESS NOTEDOTHERWISE.6.THE ROOM(S) DESIGNATED AS LAN, COMPUTERAND/OR COMMUNICATIONS ROOM, AS NOTED ON THEPLAN DRAWING AND/OR ENGINEERS/CONSULTANTSPLAN DRAWING, WILL REQUIRE THAT THE WALLS/PARTITIONS TO INCLUDE CONTINUOUS (FLOOR SLABTO UNDERSIDE OF SLAB) VAPOR BARRIER WITH ALLEDGES AND PENETRATIONS SEALED, TYPICAL.7.PROVIDE CEMENTITIOUS WALL BOARD AT HIGHMOISTURE AND/OR WET AREAS (IE., SINKS), TYPICALUNLESS NOTED OTHERWISE.8.PROVIDE TILE BACKER BOARD AS REQUIRED AT ALLTILE/STONE WET AREA APPLICATION (IE., SINKS,TOILETS, SHOWERS, ETC.).9.SEE REFLECTED CEILING PLAN DRAWINGS FORADDITIONAL INFORMATION (IE., WALLDIMENSIONS/LOCATIONS, ETC.).10.ALL PARTITIONS AT EXTERIOR WALL ARE TO BECENTERED ON CURTAIN WALL MULLIONS AND/ORCOLUMN CENTERLINES (U.N.O.).11.GENERAL CONTRACTOR TO PROVIDE CONCEALEDSUPPORT IN PARTITIONS FOR ALL WALL HUNG ITEMS.COORDINATE WITH MILLWORK AND ELECTRICALCONTRACTORS, ETC. AS REQUIRED.12.DIMENSIONS LOCATING PARTITIONS WITH FINISHES(I.E. FULL HEIGHT PANELING, TILE, ETC.) ARE FROMFACE OF PARTITION TO FACE OF PARTITION, (U.N.O.).REFLECTED CEILING AND FIXTURE NOTES:1.DIMENSIONS FOR CEILING LOCATIONS, ENLARGEDPLAN TARGET NOTED ONLY ONCE.2.SEE ENGINEERING AND CONSULTANT(S) DRAWINGSFOR QUANTITY AND VICINITY OF ALL EXIT ANDEMERGENCY LIGHTS,THERMO- STATS, SPRINKLERHEADS, LIFE SAFETY SPEAKERS, AND DIFFUSERGRILLES, TYPICAL UNLESS NOTED OTHERWISE. REFERTO ARCHITECTURE DRAWINGS FOR EXACT LOCATIONS.3.SEE ENGINEERING AND CONSULTANT(S) DRAWINGSFOR ADDITIONAL INFORMATION, DEVICES, DETAILS,ETC., TYPICAL.4.REFER TO ELECTRICAL DRAWINGS FOR SWITCHINGAND/OR POWER ZONES.5.FOR A SERIES OR RUN OF STRIP FIXTURES, THEGENERAL CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH ALL TRADES TOESTABLISH/DETERMINE THE EXACT DIVISION OFFIXTURES, REQUIRED LENGTH OF EACH FIXTURE(S)(ACTUAL LENGTH NOT NOMINAL) AND QUANTITIES OFFIXTURES FOR THAT SERIES OR RUN. HOWEVER, THEDIVISION OF FIXTURES, LENGTH OF FIXTURES ANDQUANTITIES OF FIXTURES MUST FOLLOW OR CONFORMTO THE FOLLOWING GUIDELINES:A)THE MAXIMUM DIMENSION BETWEENADJACENT CONSTRUCTION AND THE END OFTHE LAST FIXTURE(S), IN A RUN OF FIXTURES,IS TO BE 6", TYPICAL.B)THE DIMENSION BETWEEN A FIXTURE TOFIXTURE CONDITION IS TO BE MINIMUM,TYPICAL.C)PROVIDE CONSISTENT AND/OR TYPICALFIXTURE LENGTHS WITHIN A RUN OF FIXTURE(IE., FOR A 20'-0" RUN OF FIXTURES, PROVIDEFOUR (4) 5'-0" FIXTURES.D)DO NOT MIX A MULTIPLE COMBINATION OFFIXTURE LENGTHS (FOR A 20'-0" RUN OFFIXTURES, DO NOT PROVIDE FIVE (5) 2'-0"FIXTURES WITH TWO (2) 5'-0" FIXTURES.E)IF THE CONSTRUCTION CONDITIONS AND/OROVERALL DIMENSIONS FOR THE RUN OFFIXTURES REQUIRES A MIX OF FIXTURELENGTHS TO ACHIEVE THE DIMENSION, GROUPTOGETHER THE FIXTURES OF SIMILAR LENGTHSFOR THE OVERALL RUN (IE., FOR A 23'-0" RUNOF FIXTURES PROVIDE TWO (2) 4'-0" FIXTURESGROUPED TOGETHER WITH THREE (3) 5'-0"FIXTURES GROUPED TOGETHER, TYPICAL).F)FOR A RUN OF FIXTURES, PROVIDE THELONGEST FIXTURE LENGTHS AS POSSIBLE TOACHIEVE THE OVERALL RUNDIMENSION, IE.,FOR A 20'-0" RUN OF FIXTURES PROVIDE FOUR(4) 5'-0" FIXTURE VERSUS TEN (10) 2'-0"FIXTURES, TYPICAL.G)ALL FIXTURE OVERALL RUN LENGTHS ORDIMENSIONS TO BE VERIFIED BY FIELDMEASUREMENT OR DIMENSIONS TO BE FIXED AND COORDINATED BY GENERALCONTRACTOR.6.THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TOPROVIDE ALL REQUIRED CONDUITS, PULL BOXES,HOME RUNS, WALL JUNCTION BOXES, PLASTER RINGS,ETC. FOR INSTALLATION OF ALL VOICE/DATA DEVICES,CABLES, SECURITY DEVICES, ETC., TYPICAL UNLESSNOTED OTHERWISE. GENERAL CONTRACTOR TOCOORDINATE.7.ALL LIGHT FIXTURES, LIFE SAFETY DEVICES ANDSPRINKLER HEADS SHALL BE LOCATED IN THE CENTEROF A CEILING TILE IN BOTH DIRECTIONS AND SHALLALSO ALIGN WITH ADJACENT FIXTURES, DEVICES ORHEADS IN A RUN OR ROW OF FIXTURES, DEVICES ORHEADS, TYPICAL UNLESS NOTED OTHERWISE.8.IF LOCATION DIMENSIONS ARE NOT NOTED AND/ORINDICATED, FINAL POSITIONING OF ALL/ANY EXPOSEDDEVICES & FIXTURES TO BE COORDINATED WITHARCHITECT.9.ALL EXIT LIGHTS/SIGNS TO MATCH BASE BUILDINGUNLESS NOTED OTHERWISE.10.ALL DIMENSIONS INDICATING LIGHT SWITCH AND/ORANY OTHER DEVICE LOCATIONS ARE TO CENTER LINESOF SWITCHES AND/OR DEVICES, TYPICAL UNLESSNOTED OTHERWISE.11.ALL ROOM SWITCHES, DEVICES AND OUTLETS TO BEMOUNTED AS SHOWN IN SKETCH BELOW, TYPICALUNLESS NOTED OTHERWISE.12.IF ALLOWED BY CODE, LAW, ETC., PROVIDE ALL LIFESAFETY DEVICES, SPRINKLER HEADS, ETC. WITHCOLOR AND FINISH TO MATCH ADJACENTCONSTRUCTION COLOR AND FINISH (IE., IF CEILINGMOUNTED PROVIDE COLOR/FINISH TO MATCH CEILINGSYSTEM COLOR/FINISH), TYPICAL UNLESS NOTEDOTHERWISE. GENERAL CONTRACTOR TO SUBMITSAMPLES FOR DESIGNERS REVIEW.13.ELECTRICAL CONTRACTOR TO FURNISH AND INSTALLFOAM RUBBER GASKETS ON INSIDE CEILING PLATESOF RECESSED EXIT LIGHTS TO CONTAIN LIGHT LEAK.14.ELECTRICAL AND MILLWORK CONTRACTORS TOCOORDINATE HEIGHTS AND LOCATIONS OF ALL LIGHTFIXTURES AND SERVICE CONNECTIONS TO BEINSTALLED IN OR ON MILLWORK; ARCHITECT TOAPPROVE FINISHES AND COLORS OF COVER PLATES TOBE INSTALLED IN MILLWORK; GENERAL CONTRACTORTO COORDINATE.15.SEE LIGHTING FIXTURE SCHEDULE FOR FIXTUREDESCRIPTION, MANUFACTURER, LAMP TYPE ANDCOMMENTS.16.ALL LAMPING OF ALL LIGHTING FIXTURES TO BEPROVIDED BY ELECTRICAL CONTRACTOR ASSPECIFIED, TYPICAL UNLESS NOTED OTHERWISE.COLOR TEMPERATURE OF NEW LAMPS SHALL MATCHEXISTING, V.I.F.DOORS AND HARDWARE:1.UNLESS NOTED OTHERWISE, ALL HINGE SIDES OFDOOR FRAMES ADJACENT TO A PERPENDICULARPARTITION AND/OR ANGLED PARTITION ARE TO BE 3"FROM OUTSIDE EDGE OF DOOR FRAME TO FINISH FACEOF THE PARTITION, TYPICAL UNLESS NOTEDOTHERWISE.2.ALL DOORS NOTED ON PLAN DRAWINGS WITHOUTDOOR NUMBERS ARE TO BE PROVIDED/INSTALLED BYMILLWORKER. PROVIDE FRAME AS NOTED/DETAILED.IF NO FRAME IS NOTED AND/OR DETAILED, PROVIDEPAINTED (TO MATCH CEILING GRID AT ACOUSTICALCEILING AND/OR GYPSUM BOARD AT GYPSUM BOARDCEILING) WOOD HEADER (2" WIDE) IN CEILING, FLUSHWITH FINISHED CEILING SYSTEM AND WALL TO WALLFOR MILLWORK DOOR HARDWARE SUPPORT/ATTACHMENT, TYPICAL. PROVIDE TYPICAL CEILINGTRIMS TO HEADER, IE., TRIM ANGLE AT ACOUSTICALTILE CEILING AND BUTT TRIM MOLD AT GYPSUMBOARD WITH 1/4" CAULKING ON EACH SIDE OFHEADER.3.UPON INSTALLATION OF DOOR FRAMES, FILL AND/ORCAULK ANY/ALL GAPS, HOLES, VOIDS, ETC. BETWEENDOOR FRAME AND WALL SYSTEM, TYPICAL. CAULK TOBE PAINTABLE.OUTSIDE FACE OF DOOR FRAMEAND/OR EDGE OF WALLWALL TELEPHONELIGHT SWITCHESTHERMOSTATOUTLETAND/OR V/DRECEPTACLESALIGN MIN.4"15"39"48" DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING ARCHITECTURAL GENERAL NOTESA003 PROJECT CODE INFORMATION:1.THIS WORK SHALL BE IN COMPLIANCE WITH THE MOST RECENT VERSIONOF THE FOLLOWING CODES AND ASSOCIATED SUPPLEMENTS:1.1.INTERNATIONAL BUILDING CODE 2020 (IBC)1.2.INTERNATIONAL FIRE CODE 2020 (IFC)1.3.INTERNATIONAL PLUMBING CODE 2020 (IPC)1.4.INTERNATIONAL MECHANICAL CODE 2020 (IMC)1.5.INTERNATIONAL FUEL GAS CODE 2020 (IFGC)1.6.INTERNATIONAL EXISTING BUILDING CODE 2020 (IEBC)1.7.INTERNATIONAL PROPERTY MAINTENANCE CODE 2020 (IPMC)1.8.INTERNATIONAL ENERGY CODE 2020 (IEC)1.9.NFPA 70 (NEC 2017)1.10.NFPA 13 / NFPA 25 / NFPA 721.11.ASHRAE 90.1 - 20192.OCCUPANCY CLASSIFICATION:2.1.ASSEMBLY GROUP B (IBC 304.1)3.TYPE OF CONSTRUCTION:3.1.TYPE V4.BUILDING HEIGHT AND AREA LIMITATIONS:4.1.FIRST FLOOR = 127 SQ-FT4.2.SECOND FLOOR = 24 SQ-FT (HALLWAY)5.EGRESS:5.1.NO ADDITIONAL POINTS OF EGRESS ARE PROPOSED.5.2.ALL DBL. HUNG WINDOWS ARE EGRESS WITH A MIN. OF 5.7 SQ-FT OFCLEAR OPENING.6.CLIMATE ZONE = 67.INSULATION:7.1.EXTERIOR WALLS: R-21 CAVITY7.2.CEILING: R-38 (100% COVERAGE)7.3.FOUNDATION:R-20 (INSULATED CONCRETE FORM)8.LOADS:8.1.PER S001.9.FIRE RATED CONSTRUCTION:9.1.NO SPRINKLERS9.2.DOORS:9.2.1.RATED DOORS NOT REQUIRED.10.INTERIOR FINISHES:10.1.IN ACCORDANCE WITH NFPA 25311.INTERIOR ENVIRONMENT:11.1.LIGHT:11.1.1.HABITABLE ROOMS TO HAVE AT LEAST 8% GLAZING AREA.11.2.MIN. HABITABLE ROOM DIMENSIONS:11.2.1.MIN. 70 SQ-FT.11.3.MIN. CEILING HEIGHT:11.3.1.MIN. 7-FT.; MIN. PROVIDED IS 8-FT.11.4.FLOOR TO WINDOW SILL:11.4.1.MIN. 28-INCHES12.ELECTRICAL:12.1.POWER:12.1.1.STD. DUPLEX RECEPTACLES ADDED @ 12-FT. O.C., 6-FT. FROMEACH WALL TRANSITION.12.1.2.FLOOR RECEPTACLE ADDED IN EXAM ROOM FOR THEPROPOSED EXAM CHAIR.12.2.LIGHTING:12.2.1.RECESSED LIGHT FIXTURES ARE PROPOSED.12.2.2.WINDOWS PROPOSED PROVIDE NATURAL LIGHTING.13.MECHANICAL:13.1.HEATING/COOLING:13.1.1.ELECTRIC BASEBOARD HEATER IS PROVIDED IN THE NEW EXAMROOM AND AN WALL ELECTRIC HEATER IS PROVIDED IN THENEW HALLWAY.13.1.2.NO NEW COOLING IS PROPOSED, EXISTING CONDITIONED SPACEWILL COOL NEW EXAM ROOM AND HALLWAY.13.2.VENTILATION:13.2.1.PROVIDED BY OPERATIONAL DBL. HUNG WINDOWS & EXISTINGSPACE.DOORS AND HARDWARE CONT'D:4. PROVIDE BALL BEARING HINGES FOR ALL DOORS/CONDITIONS WITHDOOR CLOSURES, TYPICAL.5. ALL DOORS TO BE DELIVERED TO JOB SITE WITH 2" EXTRA HEIGHT TOALLOW FOR FIELD CUTTING/SCRIBING.6. SILENCERS SHALL BE PROVIDED AND INSTALLED BY GENERALCONTRACTOR AND SHALL BE OF COLOR TO MATCH FRAME TO WHICHIT IS APPLIED. SUBMIT SAMPLES TO DESIGNER FOR REVIEW.7.GENERAL CONTRACTOR TO COORDINATE AND PROVIDE DOOR STOPRISERS AS REQUIRED. FLOOR STOP RISER HEIGHTS MAY VARY DUE TOSLAB CONDITIONS AND FINISH FLOORING. RISER TO BE FULL WIDTH OFFLOOR STOP BASE. DOOR SHALL TOUCH A MINIMUM OF 75% OF FLOORSTOP BUMPER FACE, TYPICAL.8. ANY/ALL THRESHOLDS AS SPECIFIED, NOTED, INDICATED, ETC. ARE TOINCLUDE AND/OR BE SUPPLIED AS FOLLOWS:A)TO BE CONTINUOUS FROM JAMB TO JAMB AND/OR WALL TOWALL.B)END CONDITIONS TO BE TIGHTLY CUT/SCRIBED TO MATCHSHAPE/PROFILE OF JAMB/WALL WITHOUT ANY GAPS, HOLES,VOIDS, ETC.C)PROVIDE ANY/ALL REQUIRED ACCESSORIES AS REQUIRED TOINSTALL A COMPLETE SYSTEM (IE., WEATHER/SOUNDSTRIPPING, SEALANT, BLOCKING, FIRESTOPPING, ETC.)D)FOR THRESHOLD CONDITIONS THAT INCLUDE FLOOR CLOSURES, PROVIDE THRESHOLD SHAPE AND/ORACCESSORIES AS REQUIRED TO COVER/CONCEAL CLOSURE.COVER OVER CLOSURE TO MAINTAIN THRESHOLD PROFILE,SHAPE, APPEARANCE, ETC., WITH MITERED CORNERS AND/ORJOINTS.E)PROVIDE FIRE-RATED THRESHOLDS ASSEMBLIES AS REQUIREDPER DOOR/FRAME RATING.9. ALL HARDWARE SHALL BE PROVIDED AND INSTALLED BY THEGENERAL CONTRACTOR EXCEPT AS FOLLOWS:A)GENERAL CONTRACTOR SHALL PROVIDE AND MILLWORKERSHALL INSTALL ALL HARDWARE ON DOORS AND FRAMESSUPPLIED BY MILLWORKER.10. ALL BASE PLATES FOR DOOR PIVOT HINGES TO BE BELOW CARPET OROTHER FINISH FLOORING AND TOP OF BASE PLATES FOR DOOR PIVOTHINGES TO BE INSTALLED FLUSH WITH TOP OF CONCRETE SLAB. ROUTOUT SLAB AND PROVIDE PIVOT SPINDLE LENGTHS AS REQUIRED,TYPICAL. GENERAL CONTRACTOR TO COORDINATE.11. GENERAL CONTRACTOR TO COORDINATE ALL/ANY HARDWAREREQUIRING ELECTRICAL POWER (BOTH HIGH AND LOW VOLTAGE) WITHHARDWARE SUPPLIER MANUFACTURER, INSTALLER AND WITHMILLWORKER, ELECTRICAL AND SECURITY CONTRACTORS, TYPICAL.12. PROVIDE AND INSTALL DOOR STRIKE "DUST BOX" AT ALL DOOR FRAMESTRIKE PLATES - TYP.13. GENERAL CONTRACTOR TO COORDINATE KEY CARD ACCESS CONTROLSYSTEMS WITH BASE BUILDING DOOR HARDWARE, ELECTRICALCONTRACTOR AND ALL OTHER TRADES AND CONSTRUCTION ASREQUIRED.MILLWORK NOTES:1.PROVIDE ALL BLOCKING, SHIMS, ETC. AS REQUIRED FOR THEATTACHMENT, INSTALLATION, ETC. OF ALL MILLWORK AND TO ALSOMAINTAIN LEVEL AND PLUMB IN BOTH VERTICAL AND HORIZONTALDIRECTIONS, TYPICAL. GENERAL CONTRACTOR TO COORDINATE WITHALL TRADES.2.PROVIDE GROMMET HOLES WITH COVER PLATE WHERE INDICATED ONDRAWINGS. EXACT LOCATIONS TO BE SHOWN/NOTED ON MILLWORKSHOP DRAWINGS, TYPICAL.3.GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF ELECTRICALAND VOICE/DATA DEVICES, PLUMBING, ETC., MOUNTED WITHIN AND/ORON MILLWORK WITH ELECTRICAL, PLUMBING, ETC., CONTRACTORSAND MILLWORKER, TYPICAL.4.PROVIDE "SOLID COLORED" PLASTIC LAMINATE ON ALL EXPOSEDEDGES OF PLASTIC LAMINATE COVERED CABINETS, WORK SURFACES,SHELVES, ETC., TYPICAL.5.MILLWORK CONTRACTOR SHALL SHIM ALL MILLWORK INSTALLEDAGAINST NON- MILLWORK CONSTRUCTION AS REQUIRED.6.MILLWORK CONTRACTOR SHALL SHOW ALL PLASTIC LAMINATE,JOINTS, "SOLID CORE" PLASTIC LAMINATE VERSUS PLASTIC LAMINATE,AND ALL SEAMS/EDGES FOR ALL PLASTIC LAMINATE COVEREDMILLWORK ON THE SHOP DRAWING SUBMITTALS, TYPICAL.7.ALL MILLWORK CABINET DOORS TO BE 1'-3" MINIMUM TO 1'-6"MAXIMUM WIDTH, TYPICAL UNLESS NOTED OTHERWISE.8.PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TOCREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS,CABINETS, ETC. ABUT ADJACENT CONSTRUCTION, TYPICAL UNLESSNOTED OTHERWISE. ALL EXPOSED REVEAL SURFACES AND EDGES TOHAVE MATCHING COLOR AND FINISH, TYPICAL.9.ALL MILLWORK WORK COUNTERS ARE 2'-6" WIDE, TYPICAL UNLESSNOTED OTHERWISE.10.P-LAM AND/OR VENEER FOR DESIGN AND/OR DETAILING PURPOSES.GENERAL CONTRACTOR AND MILLWORK CONTRACTOR ARE REQUIREDTO PROVIDE, INSTALL, ETC., ALL PLAM AND/OR VENEER TO COVER ALLOTHER EXPOSED AREAS, CABINET INTERIORS, EDGES, ETC., AND TOPROVIDE ALL REQUIRED BALANCE MATCHING. ALL COLOR FINISHAND GRAINING TO MATCH FACE COLOR, FINISH AND GRAINING,TYPICAL.11.DIMENSIONS SHOWN AT ELEVATIONS FOR HEIGHTS OF COUNTERSWITH PEDESTAL FILE CABINETS (BY OWNER AND/OR CONTRACTOR)ARE CLEAR HEIGHT TO UNDERSIDE OF SHIM. MILLWORK CONTRACTORTO COORDINATE WITH DESIGNER AND GENERAL CONTRACTOR.12.MILLWORKER SHALL SUBMIT DETAILED SHOP DRAWINGS TO DESIGNER FOR WRITTEN APPROVAL PRIOR TO COMMENCEMENT OFFABRICATION.13.MILLWORKER SHALL PROVIDE DESIGNER WITH THREE (3) SAMPLES OFEACH FINISH FOR WRITTEN APPROVAL PRIOR TO COMMENCEMENT OFFABRICATION.DEVICE NOTES:1.ALL DEVICES AND/OR SWITCHES ARE TO BE GANGED WITH A SINGLEDEVICE AND/OR SWITCH COVER PLATE WITH ENGRAVED TEXT ASSELECTED BY DESIGNER, TYPICAL UNLESS NOTED OTHERWISE.GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATINGTEXT, SIZE, LOCATION, ETC., FOR DESIGNERS REVIEW.2.FOR GANGED SWITCHES AND COVER PLATES, BUTT DIMMERS ANDSWITCHES TOGETHER WITHIN SAME GANG BOX, TYPICAL UNLESSREQUIRED TO BE SEPARATE BOX (EG., LOW VERSUS HIGH VOLTAGE);HOWEVER, IF A GANG OF SWITCHES REQUIRE SEPARATE BOXES (IE.,DUE TO LOW VERSUS HIGH VOLTAGE), INSTALL BOXES AS TIGHT ASPOSSIBLE AND PROVIDE COVER PLATE WITH ENGRAVED TEXT,TYPICAL.3.PROVIDE ISOLATED GROUND ("IG") RECEPTACLES (ORANGE IN COLORAND/OR COMPUTER GRADE CIRCUIT RECEPTACLES TO BE AND/OR FORTYPICAL COMPUTER EQUIPMENT AS SHOWN - SEE ENGINEERS ANDCONSULTANT DRAWINGS FOR ADDITIONAL INFORMATION, TYPICAL.4.UNLESS NOTED OTHERWISE, PROVIDE FINISH OF RECEPTACLES FORWALL MOUNTED SWITCHES, RECEPTACLES, DIMMERS, VOICE/DATADEVICES, THERMOSTATS AND ANY OTHER DEVICE TO MATCHADJACENT WALL FINISH COLOR (REFER TO FINISH PLANS); EXAMPLE:A)STANDARD COLORS WHEN MOUNTED ON PAINTED WALLS ORBASE (CONTRACTOR TO SUBMIT STANDARD COLORS FORDESIGNER TO REVIEW AND LOCATE).B)BROWN WHEN MOUNTED ON WOOD VENEER WALLS OR BASE(DESIGNER TO APPROVE).C)ORANGE FOR COMPUTER GRADE CIRCUITS AND/ORRECEPTACLES.D)GREY FOR DEDICATED CIRCUITS AND RECEPTACLES.5.UNLESS NOTED OTHERWISE, PROVIDE COVER PLATES FOR ANY DEVICETO MATCH ADJACENT WALL FINISH COLOR AS NOTED BELOW,TYPICAL:A)PROVIDE PAINTABLE PLATE TO BE PAINTED TO MATCHADJACENT WALL FINISH COLOR.B)FOR GANGED PLATES THAT REQUIRE TEXT AND/OR A PLATETYPE THAT CANNOT BE PAINTED, PROVIDE COLORED PLATE TOMATCH ADJACENT WALL COLOR OR SUBMIT COLOR SAMPLERANGES TO DESIGNER FOR REVIEW AND SELECTION.C)FABRIC AND/OR VINYL COVERED WHEN MOUNTED ON FABRICAND/OR VINYL WALLS.D)METAL WHEN MOUNTED ON WOOD. FINISH/TYPE OF METAL TOBE STAINLESS STEEL.E)PAINT ALL VISUAL ONLY & VISUAL/ AUDIO FIRE DEVICES TOMATCH ADJACENT WALL. REFER TO ARCHITECTUREDRAWINGS.6.SEE FINISH PLAN DRAWINGS, FINISH PLAN NOTES AND FINISHSCHEDULE FOR ADDITIONAL DEVICE AND COVER PLATE FINISH/COLORINFORMATION.7.ALL SWITCHES TO MATCH IN MANUF./STYLE WHEN GANGED ALLDEVICES SHALL HAVE WALL BOX INSTALLED SO AS TO ALLOW THEFACE PLATE OF ALL DEVICES TO BE FLUSH WITH ADJACENT WALLSURFACE, UNLESS WATTAGE REQUIREMENTS DICTATE. OTHERWISE.8.UNLESS NOTED OTHERWISE, ALL WALL RECEPTACLES AND/ORDEVICES ARE TO BE MOUNTED 15" AFF AND VERTICALLY. ALLRECEPTACLES/DEVICES ABOVE 15" AFF TO BE MOUNTEDHORIZONTALLY. PLAN DIMENSIONS OF A CLUSTER OF DEVICES ARE TOCENTER LINE OF CLUSTER. PROVIDE 6" (MAXIMUM) CENTER TOCENTER BETWEEN ADJACENT DEVICES WITHIN A GIVEN CLUSTER.SHOULD ANYTHING PREVENT THE DEVICE FROM BEING INSTALLED INTHE LOCATION INDICATED, IT IS THE RESPONSIBILITY OF THECONTRACTOR TO NOTIFY THE DESIGNER IMMEDIATELY SO THAT THEDEVICE CAN BE APPROPRIATELY RELOCATED. ALL COVER PLATES ARETO BE INSTALLED TRUE AND LEVEL.9.ALL FLOOR MONUMENTS OR DEVICES SHALL BE INSTALLED AFTER THECARPET IS LAID. ALL CUTTING OF CARPET FOR FLOOR OUTLETS SHALLBE BY CARPET CONTRACTOR AND COORDINATED WITH THEELECTRICAL CONTRACTOR.10.ALL POWER AND COMMUNICATION OUTLETS & THERMOSTATS ONCOLUMNS ARE TO BE CENTERED AND GROUPED TOGETHER, U.N.O.11.COORDINATE OUTLET LOCATIONS ABOVE WORK COUNTERS WITHSHELF STANDARDS LOCATIONS.EQUIPMENT NOTES:1.GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFYWITH EACH MANUFACTURER OF EQUIPMENT FOR ALL SPECIALREQUIREMENTS (IE., PROVIDING AND INSTALLING SPECIALRECEPTACLES, ATTACHING END CONNECTORS ON CABLES OR CABLESTO MACHINES, ETC.) IF NOT SPECIFICALLY EXCLUDED FROM CONTRACTAGREEMENT, ALL CONNECTIONS SHALL BE CONSIDERED TO BEINCLUDED IN THE WORK OF THE ELECTRICAL CONTRACTOR.2.SHOULD DISCREPANCIES IN EQUIPMENT INFORMATION OCCUR, NOTIFYDESIGNER AND CONSULT MANUFACTURER'S INSTALLATIONINFORMATION.3.PROVIDE ELECTRICAL AND PLUMBING HOOKUPS FOR EQUIPMENT ASREQUIRED PER THE EQUIPMENT, MANUFACTURER AND CODE.4.ELECTRICAL ENGINEER TO DETERMINE EQUIPMENT REQUIRING SOLEDEDICATION OF A CIRCUIT (IE., EQUIPMENT IN PRIVATE OFFICES ANDWORKSTATIONS).COMMUNICATION & DATA NOTES:1.ALL DATA CABLING, TELEPHONE CABLING, JACKS, TERMINATIONS ANDRECEPTACLES TO BE PROVIDED AND INSTALLED BY CABLE INSTALLER.ELECTRICAL CONTRACTOR TO PROVIDE ALL ROUGH-IN AND CONDUITRUNS FOR CABLING, TYPICAL UNLESS NOTED OTHERWISE.2.FOR VOICE/DATA POWER REQUIREMENTS IN VOICE/DATA CLOSETS, SEETELECOMMUNICATION CONSULTANT AND/OR ELECTRICAL ENGINEERSDRAWINGS, TYPICAL.3.ALL VOICE/DATA AND VOICE BOXES, JACKS, ETC. TO BE MOUNTED 15"AFF ON WALL, TYPICAL UNLESS NOTED OTHERWISE (IE., WALL PHONEWITH HEIGHT AS NOTED).COLOR AND MATERIAL NOTES:1.DIMENSIONS, LOCATION OF FINISHES, ENLARGED PLAN TARGETS,DETAIL TARGETS, ETC. ARE NOTED ON FINISH PLAN DRAWINGS,DIMENSIONS, TARGETS, ETC. THAT ARE TYPICAL FOR MANY AREASARE NOTED ONLY ONCE.2.SEE POWER, COMMUNICATION AND EQUIPMENT PLAN NOTES FORADDITIONAL DEVICE AND COVER PLATE FINISH/COLOR INFORMATION,TYPICAL UNLESS NOTED OTHERWISE.3.ALL INTERIOR FLOOR, WALL AND CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 AND/OR CLASS A MATERIALCLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED200, ALL INTERIOR FLOOR, WALL AND CEILING FINISHES AND TRIM OFNONPUBLIC AREAS TO COMPLY WITH CLASS 2 AND/OR CLASS BMATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKEDEVELOPED 450.4.FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS 1 AND/ORCLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANTFLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER. FLOORCOVERINGS OF NON-PUBLIC AREAS TO MEET CLASS 2 AND/OR CLASSB INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUXBETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTSPER SQUARE CENTIMETER.5.EXISTING BUILDING DOORS AND FRAMES AND ALL ELEVATOR DOORSAND FRAMES AT CORE LOCATIONS SHALL BE PAINTED TO MATCHADJACENT WALL COLOR(SATIN FINISH), TYPICAL UNLESS NOTEDOTHERWISE.6.PROVIDE PRIME COAT ONLY BEHIND AREAS TO BE COVERED WITHMILLWORK, FILE CABINETS, WALL COVERINGS, PANELS, ETC. TYPICALUNLESS NOTED OTHERWISE.7.PROVIDE FINISH PAINT AT ALL WALL AREAS THAT ARE EXPOSEDBEHIND ANY APPLIED MILLWORK PANELS, CONSTRUCTION, ETC. DUETO REVEALS, JOINTS, END CONDITIONS, ETC., TYPICAL.8.PROVIDE TWO COATS OF CLEAR ACRYLIC SEALER ON CONCRETEFLOOR UNDER ALL ROOMS WHERE RAISED FLOORING OCCURS.9.PROVIDE TWO COATS OF CLEAR ACRYLIC SEALER ON EXPOSEDCONCRETE FLOORS AT ALL VOICE/DATA AND/OR COMMUNICATIONSROOMS/CLOSETS WITHOUT ANY SCHEDULED FLOOR FINISH.10.PROVIDE DOOR SILL/TRANSITION STRIP DETAILS FOR THE FLOORINGMATERIAL CONDITIONS AS SHOWN OR NOTED ON THE FINISH PLANSAND PER FLOOR MATERIAL TRANSITION DETAILS.11.PROVIDE TRANSITION STRIP DETAIL AT ALL FLOORING MATERIALCHANGES (TYP. U.N.O.). SEE MATERIAL TRANSITION DETAILS FORCONDITIONS.ELEVATION INDICATORDETAIL INDICATORELEVATION INDICATORARCHITECTURAL SYMBOLSCENTER LINEA-202A2A-512D2CL22KEYNOTECONCRETEEARTHBASE COURSERIGIDINSULATIONBATTINSULATIONA4A-201BUILDING SECTIONINDICATORMATERIALS LEGEND 121GRADE EL: 100'-0"1ST LVL. FL. EL: 103'-8"1ST LVL. CEILING EL: 112'-11"2ND LVL. FL. EL: 114'-0"2ND FL. CEILING EL: 123'-0"TOP OF ROOF EL: 129'-9"GRADE EL: 100'-0"12"6"12"1"12"1"1ST LVL. FL. EL: 103'-8"1ST LVL. CEILING EL: 112'-11"2ND LVL. FL. EL: 114'-0"2ND FL. CEILING EL: 123'-0"TOP OF ROOF EL: 129'-9"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 1 FLOOR DEMOLITION ELEVATIONAD101DEMOLITION PLAN - WEST ELEVATIONSCALE:12" = 1'-0REMOVE BALUSTRADESIN THE REGION SHOWNREMOVEHANDRAIL &POSTKEEP COLUMN INTACTREMOVE ROTTED TRIM; CUTBACK TO SOLIDREMOVE & DISPOSE OFEX. T&G PORCH DECK INITS ENTIRETY2DEMOLITION PLAN - SOUTH ELEVATIONSCALE:12" = 1'-01243GENERAL NOTES:1.THE SCOPE OF WORK FOR THE LIFT INSTALLATION AND VARIOUSREPAIRS OF DETERIORATED WOOD IS INCLUDED IN THESE DRAWINGS.2.THE CONTRACTOR SHALL WORK WITH THE OWNER IN DETERMINING THEEXTENT OF ADDITIONAL WORK SUCH AS WOOD REPAIR/REPLACEMENTAND PAINTING.KEYED NOTES:1.REMOVE AND DISPOSE OF ALL STAIR TREADS, RISERS AND HANDRAILSTO EXPOSE THE SUB-STRUCTURE.2.REMOVE AND DISPOSE OF THE COLUMN FASCIA BOARD ON STAIR SIDE.3.REMOVE AND DISPOSE OF WOOD THRESHOLD.4.REMOVE AND DISPOSE OF EXISTING T&G PORCH FLOOR TO EXPOSE THESUB-STRUCTURE.5.THIS CORNER OF THE PORCH IS SAGGING; REMOVE THE EXISTING FASCIABOARD AND EXPOSE THE POST FOUNDATION.6.TEMPORARY PORCH SHORING:6.1.CONTRACTOR SHALL PROVIDE TEMPORARY SHORING OF THEEXISTING PORCH AT THE 1ST TO 2ND FLOOR TRANSITION.6.2.A TEMPORARY SIDEWALK CLOSURE MAY BE REQUIRED;CONTRACTOR TO SECURE PERMIT FROM CITY.6.3.CONTRACTOR SHALL COORDINATE WITH OWNER AND POST A SIGNON THE 2ND FLOOR APARTMENT DOOR THAT READS, "DO NOTENTER, PORCH TEMPORARILY CLOSED."6.4.CONTRACTOR SHALL DETERMINE BEST MEANS AND METHODS TOSHORING THE PORCH AND REVIEW WITH ENGINEER PRIOR TOPERFORMING THE WORK.7.REMOVE AND DISPOSE OF THE SIDE PORCH IN ITS ENTIRETY. SALVAGETHE CUSTOM MILLWORK TO USE AS A TEMPLATE FOR THE NEW WORK.56REMOVE FRONTCOLUMNREMOVE BALUSTRADESIN THE REGION SHOWNREMOVE BALUSTRADESIN THE REGION SHOWN17 FRONT PORCHUP4'-0"15'-8"2'-10"7'-7"7'-7"7'-3"3'-10" 7'-9"23'-5"1'-5"4'-9"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 1 FLOOR DEMOLITION ELEVATION & PLANAD1022DEMOLITION FLOOR PLANSCALE: 34" = 1'-0GENERAL NOTES:1.THE SCOPE OF WORK FOR THE LIFT INSTALLATION AND VARIOUS REPAIRS OFDETERIORATED WOOD IS INCLUDED IN THESE DRAWINGS.2.THE CONTRACTOR SHALL WORK WITH THE OWNER IN DETERMINING THE EXTENT OFADDITIONAL WORK SUCH AS WOOD REPAIR/REPLACEMENT AND PAINTING.KEYED NOTES:1.REMOVE AND DISPOSE OF ALL STAIR TREADS, RISERS AND HANDRAILS TO EXPOSETHE SUB-STRUCTURE.2.REMOVE AND DISPOSE OF THE COLUMN FASCIA BOARD ON STAIR SIDE.3.REMOVE AND DISPOSE OF WOOD THRESHOLD.4.REMOVE AND DISPOSE OF EXISTING T&G PORCH FLOOR TO EXPOSE THESUB-STRUCTURE.5.THIS CORNER OF THE PORCH IS SAGGING; REMOVE THE EXISTING FASCIA BOARDAND EXPOSE THE POST FOUNDATION.6.TEMPORARY PORCH SHORING:6.1.CONTRACTOR SHALL PROVIDE TEMPORARY SHORING OF THE EXISTING PORCHAT THE 1ST TO 2ND FLOOR TRANSITION.6.2.A TEMPORARY SIDEWALK CLOSURE MAY BE REQUIRED; CONTRACTOR TOSECURE PERMIT FROM CITY.6.3.CONTRACTOR SHALL COORDINATE WITH OWNER AND POST A SIGN ON THE 2NDFLOOR APARTMENT DOOR THAT READS, "DO NOT ENTER, PORCH TEMPORARILYCLOSED."6.4.CONTRACTOR SHALL DETERMINE BEST MEANS AND METHODS TO SHORINGTHE PORCH AND REVIEW WITH ENGINEER PRIOR TO PERFORMING THE WORK.7.SEE C101 AND C102 FOR THE SITE DEMOLITION WORK.14432567DEMOLITION PLAN - WEST ELEVATIONSCALE:12" = 1'-0REMOVE EXISTING WOOD FRAMEDPORCH; IF POSSIBLE, SALVAGECUSTOM MILLWORK TO USE ASTEMPLATE FOR NEW CONSTRUCTION1 4'-0"15'-4"4'-0"4'-212"10'-012"3'-5"4'-0" 4'-11"3'-0" 0'-91 2"5'-9"2'-8"4'-6"3'-01 2" 10'-6" 8'-81 2" 6'-7"12'-834"3'-01 2"8'-2"4'-3"14'-1112"6DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 FLOOR DEMOLITION PLANAD103 1FIRST FLOOR DEMOLITION PLANSCALE:12" = 1'-0GENERAL NOTES:1.REMOVE THE EXISTING SIDING AND SUB LAYERS TOEXPOSE FRAMING TO PREPARE FOR ADDITION.KEYED NOTES:1.DEMOLISH AND DISPOSE OF THE EXISTING WOODFRAMED ACCESSIBLE RAMP, RAILS, PORCH,FOUNDATION AND STAIRS IN THEIR ENTIRETY.2.REMOVE AND STORE EXISTING 36"X70" WINDOW;PROVIDE TEMPORARY COVERING IF NEEDED FORSECURITY AND PROTECTION FROM THE ELEMENTS.3.REMOVE AND STORE EXISTING SINK, COUNTERTOPAND CABINETS. TURN OFF PLUMBING ANDTEMPORARILY CAP WASTE LINE. THIS IS TOINCREASE WORK SPACE AROUND WINDOW AREA.4.ONCE REAR WOOD STRUCTURE IS REMOVED, ADDA SIGN TO THE INSIDE OF THE DOOR NOTIFYINGOCCUPANTS THAT THIS EXIT IS TEMPORARILYCLOSED; USE THE FRONT DOOR FOR BLDG.EGRESS.5.REMOVE AND STORE EXISTING PORCH LIGHT ANDSECURITY CAMERAS.6.CLEAR VEGETATION IN THIS AREA AND ALONGFENCE.3246152SECOND FLOOR DEMOLITION PLANSCALE:12" = 1'-01111KEYED NOTES:1.DEMOLISH AND DISPOSE OF THE EXISTING WOODFRAMED ACCESSIBLE RAMP, RAILS, PORCH,FOUNDATION AND STAIRS IN THEIR ENTIRETY.2.REMOVE AND STORE EXISTING WINDOW; PROVIDETEMPORARY COVERING OR INFILL IMMEDIATELY;MATCH EXISTING WALL SECTION.3.ONCE REAR WOOD STRUCTURE IS REMOVED, ADDA SIGN TO THE INSIDE OF THE DOOR NOTIFYINGOCCUPANTS THAT THIS EXIT IS TEMPORARILYCLOSED; USE THE FRONT DOOR FOR BLDG.EGRESS.32 23'-5"UP7'-3"7'-1"0'-6"0'-6"7'-1"0'-6"28'-8"5'-11"5'-7"4'-2" DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE ONE FLOOR PLANA1011FLOOR PLANSCALE:12" = 1'-0NEW OWNER SUPPLIED LIFT, NOTETHAT THE LIFT IS ONSITE ALREADY; IFPRE-BID INSPECTIONS ARE DESIRED,CONTACT DR. BILLIOT DIRECTLYRECONSTRUCTED WOODSTAIRS, SEE A303/4ADA COMPLIANT ALUMINUMTHRESHOLD RAMP; BY NATIONALGUARD PRODUCTS OR APPROVEDEQUAL; SEE DETAILSNEW DECK EXTENSION, RAILS ANDBALUSTRADES ARE WHITE, DECK IS T&GTO MATCH FRONT PORCH 2'-812"4'-112"15'-11"0'-612"2'-91 2"2'-812"TO 2NDFLOOR3'-0"2'-3"115STORAGE ROOM88 SQ-FT3'-1"4'-7" 3'-1"2'-8"4'-1"2'-101 2" 17'-71 2"3'-0"A3012A3011A2011A2031A2021A4045A40462'-2"3'-0"1'-0"3'-0"8'-0"2'-3"10'-9"2'-612"3'-0"5'-212" 2'-101 2"6'-7"3'-012"3'-012"5'-4"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 FIRST FLOOR PLANA1021FIRST FLOOR PLANSCALE:34" = 1'-0KEYED NOTES:1.PERMACAST STRUCTURAL FRP COLUMN; 10 IN. X 10 IN. X 8 FT.SQUARE, RECESSED PANEL, CUT TO REQ'D LENGTH; PAINT WHITE;UNIT IS LOAD BEARING.2.NOT USED.3.THIS AREA HAS A FULL 8-FT. CEILING.4.AT THE NORTH WALL, THERE IS ABOUT 5'-3" OF HEADROOM,INCREASING TO A STD. 8'-0" CEILING.5.THIS AREA IN THE STORAGE ROOM HAS A FULL CEILING TO THE 2NDFLOOR.6.NOT USED.7.FLOOR COVERING IN THIS AREA TO MATCH EX. REAR BREAK AREA;FINAL SELECTION BY OWNER.8.NOT USED.9.NOT USED.10.NOT USED.W1W2W3W3D1345377777D31W2 2'-812"4'-112"15'-11"2'-812"TO 2NDFLOOR3'-0"2'-3"2'-101 2"3'-0"A3011A3012A3013A2011A2031A20212'-3"10'-9"2'-612"3'-0"5'-212" 2'-101 2"6'-7"3'-012"2'-712" DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 SECOND FLOOR PLANA1031SECOND FLOOR PLANSCALE:34" = 1'-0NKEYED NOTES:1.STORAGE ROOM BELOW; NOT VISIBLE FROM2ND FLOOR CORRIDOR.2.FLOOR COVERING TO MATCH THAT OF THE1ST FLOOR SPACE, SEE A101.3.DOORS TO REMAIN.4.INFILL THIS AREA OF THE FORMER WINDOW;MATCH EXISTING WALL SECTION.1W2W22342W2 SLOPE6:12SLOPE6:12SLOPE6:12DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 FRAMING PLANSA104SCALE: 3/4" = 1'-0"SECOND FLOOR FRAMING PLAN1NNOTES:1.TJI 110 JOIST; 11 78"; FOLLOW MANUFACTURER'SINSTRUCTIONS ON INSTALL; SEE A401-A404 FOR TYP.DETAILS.1.1.L/360 W/LL OF 40 PSF AND DEAD LOAD OF 20PSF WAS USED IN SPAN CHECK;2.PERMACAST STRUCTURAL FRP COLUMN; 10 IN. X 10IN. X 8 FT. SQUARE, RECESSED PANEL, TYP. OF 2.CUT TO REQ'D LENGTH; PAINT WHITE; UNIT IS LOADBEARING.3.(3) 2" X 12" RIM HEADER BOARDS; CONNECT TJIs PERDETAILS ON A401-A404.4.(3) 2" X 12" STAIR HEADERS; CONNECT TJIS PERDETAILS ON A401-A404; BEAR ON FRP COLUMN.5.(2) 2" X 12" TO BE CUT AND PLACED ADJACENT TOSTAIR STRINGER, CONNECT STRINGER TO BOARDS,BEAR ON FRP COLUMN AS SHOWN.6.(1) 2" X 12" RIM BOARD; CONNECT TJI JOISTS PERDETAILS IN A401-A404.7.(3) 2" X 12" RIM HEADER BOARDS, CONNECTPERPENDICULAR HEADERS WITH SIMPSON STRONGTIES.NSCALE: 3/8" = 1'-0"ROOF FRAMING PLAN2FINK TRUSS; 2"X4" TOP/BOTTOMCHORDS AND LATERAL BRACING,18'-4" SPAN @ 24-IN. O.C.TRUSS BEARS ON 2X6FRAMED WALL1'-6" SOFFIT OVERHANG2"X4" LATERALS21'-5"8'-5"9'-6"1'-0" SOFFITOVERHANG13424167HALFTRUSSBEARS ON2X6 WALLHALF TRUSS; 2"X4"TOP/BOTTOM CHORDSAND LATERAL BRACING,@ 24-IN. O.C.4'-7"6'-9" SLOPE6:12SLOPE6:12SLOPE6:12DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 ROOF PLAN & DETAILSA105NSCALE: 3/8" = 1'-0"ROOF PLAN48'-5"9'-6"11'-9" 1'-0" 19'-8"SCALE: N.T.S.EAVE DETAIL1SCALE: N.T.S.RIDGE VENT DETAIL2KEEP SHEATHING MIN. 1 12"FROM PEAK TO ALLOW FREEAIR PASSAGECORRUGATEDBAFFLES @ 24" O.C.ASPHALT ROOFSHINGLES58" ROOF SHEATHINGDRIP EDGEGYP. BOARDR-21 BATT,2X6 CAVITY INSULATIONVINYL SIDING12" SHEATHING1-FT. WIDE SOFFIT &CONTINUOUS SOFFIT VENT2X6 SUB-FASCIA1X8 FASCIATRUSSALUM. FLASHING5" ALUM. GUTTER2X6 WALL STUD2X6 DBL. TOP PLATEGYP. BOARDR38 ATTIC INSULATION; OVER 100%OF THE ENTIRE CEILING AREAICE & WATER SHIELDOVER DRIP EDGEBEAD OF SEALANTVAPOR BARRIER, 100%COVERAGE OVER SHEATHINGSCALE: 3/16" = 1'-0"ROOF TO WALL FLASHING DETAIL3LEDGER BOARDBLOCKING BOARDSIDINGSHEATHINGMOISTURE BARRIERFLASHINGINSULATION6'-9" DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 1 ELEVATIONSA2011WEST ELEVATIONSCALE: 38" = 1'-0"REPLACE EXISTING SIDE PORCH INKIND AND INSTALL LIFTNEW UNCOVERED DECK, MATERIALSAND COLOR TO MATCH, EXTEND TOFRONT ENTRANCECLEARANCE FROMDECK TO STAIRS TOFRONT DOORNEW STAIRS,RAILINGS, PORCHDECK, AND BASE2ND LEVELRAILINGS TO BEREPLACED TO MEETCODE MIN. OF 32-IN.GENERAL NOTES:1.FOR MATERIALS, FINISHES, AND/OR COLORSPROPOSED FOR THE PORCH ADDITION,PLEASE SEE PLAN A202.8'-1"3'-5"8'-5"8'-5"8'-5"3'-11"2'-9"37'-3"1ST LVL. FL. EL: 102'-9 78"1ST FL. CEILING EL: 111'-6 34"2ND LVL. FL. EL: 113'-7 34"2ND FL. CEILING EL: 123'-11"EXISTING ROOF EL: 128'-3 18"EXISTING ROOF EL: 129'-2 1516"GRADE EL: 100'-0"4'-2" GRADE EL: 100'-0"12"6"12"2"12"1"1ST LVL. FL. EL: 103'-8"1ST LVL. CEILING EL: 112'-11"2ND LVL. FL. EL: 114'-0"2ND FL. CEILING EL: 123'-0"TOP OF ROOF EL: 129'-9"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 1 ELEVATIONSA2021SOUTH ELEVATIONSCALE: 38" = 1'-0'NEW STAIRS, RAILINGS, ANDPORCH DECKREPLACE SIDE PORCH , INSTALLLIFT, EXTEND UNCOVERED PORCHTO FRONT ENTRANCE2ND LEVEL RAILINGS TO BEREPLACED TO MEET CODEMIN. OF 32-IN.1'-6"5'-2"7'-2"2'-9"2DECK EXTENSION DETAIL @ LIFTSCALE: 34" = 1'-0'SLATE GRAY ASPHALT SHINGLEROOF (ONLY OVER LIFT AREA)58" PANEL1"X6" PINE BOARD (COL. PERIM.)3 12" CROWN1" PINE BOARD1/2" PANEL12" PINE BOARDPRESERVE EXISTING ARCHAND RE-FINISH, OR USE ASTEMPLATE FOR NEW PIECE5 12" CROWN3/8" PANEL1" PINE BOARD1/2" PANEL12" PINE BOARD3/8" PANEL34" PINE BOARD1" PINE BOARD1"X8" PINE BOARD1"X6" PINE BOARD, TYP.WOOD LATTICE,MATCH EXISTING2332" X 5 12" TONGUE &GROOVE FLOORING;COLOR NAVY BLUE4" PINE DECK RAILING,MATCH EX. CROSS SECTIONPT 2" X 2" WOOD BALUSTERMATERIALS AND FINISH NOTES:1.ALL NEW MOLDING FOR THE RAILINGS,BALUSTRADES, COLUMNS, CROWN, ARCH,AND LOWER AREA SHALL BE PRIMED WITHONE COAT OF PRIMER, AND PAINTED WITH AMIN. OF TWO COATS OF PURE WHITEEXTERIOR LATEX PAINT; SHERWIN WILLIAMSSW 7005, OR EQUAL.2.THE EXISTING MILLWORK ON THE FRONTPORCH SHALL BE POWERWASHED ANDPAINTED WITH ONE COAT OF THE SW 7005. GRADE EL: 100'-0"1ST LVL. FL. EL: 102'-10 12"1ST FL. CEILING EL: 111'-6 34"2ND LVL. FL. EL: 113'-7 34"2ND FL. CEILING EL: 123'-11"12"6"12"6"12"6"1ST/2ND FL STAIRWAY LANDINGEL: 108'-2 78"ADDITION ROOF EL: 128'-0 34"EXISTING ROOF EL: 128'-3 18"EXISTING ROOF EL: 129'-2 1516"1ST FL. CEILING EL: 111'-6 34"ROOF TIE IN EL: 114'-3 14"GRADE EL: 100'-0"1ST LVL. FL. EL: 102'-9 78"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 REAR ELEVATIONA2031REAR ELEVATIONSCALE:12" = 1'-0W2W2W1D1 1ST LVL. FL. EL: 102'-9 78"1ST FL. CEILING EL: 111'-6 34"2ND LVL. FL. EL: 113'-7 34"2ND FL. CEILING EL: 123'-11"ADDITION ROOF EL: 128'-0 34"EXISTING ROOF EL: 128'-3 18"EXISTING ROOF EL: 129'-2 1516"GRADE EL: 100'-0"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 LEFT ELEVATION1LEFT ELEVATIONSCALE:12" = 1'-0A204W3W3 1ST LVL. FL. EL: 102'-9 78"1ST FL. CEILING EL: 111'-6 34"2ND LVL. FL. EL: 113'-7 34"2ND FL. CEILING EL: 123'-11"ADDITION ROOF EL: 128'-0 34"EXISTING ROOF EL: 128'-3 18"EXISTING ROOF EL: 129'-2 1516"GRADE EL: 100'-0"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 RIGHT ELEVATION1RIGHT SIDE ELEVATIONSCALE:12" = 1'-0A205W1W2NEW REAR ADDITIONPHASE 1 WORK GRADE EL: 100'-0"1ST FL. CEILING EL: 111'-6 34"ROOF TIE IN EL: 114'-3 14"1ST LVL. FL. EL: 102'-9 78"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING WALL SECTIONSA301SCALE: 3/4" = 1'-0"WALL SECTION1STORAGE ROOMTRUSSR-49 FIBERGLASS INSULATION1'-0" SOFFITR-26 FIBERGLASS CAVITY INSULATION2"X6" STUD SPACED 16" O.C.1/2" ZIP SHEATHING5" WHITE VINYL SIDINGWINDOW2"X6" DBL. TOP PLATESEE SHEET S101 FOR THEDETAILS AND NOTES FOR THEFOUNDATION/FOOTER ANDCRAWL SPACEFLOOR COVERING78" OSB SUB-FLOOR11-7/8" TJI JOISTR-30 CAVITY INSULATION12" GYP. BD.2WALL SECTION @ STAIRS OF NEW REAR ENTRANCESCALE:1" = 1'-0NOTES:1.PER A101, THIS FLIGHT HAS FIVESTEPS W/MAX. RISE OF 6 34" PERSTEP FOR A TOTAL RISE OF 2'- 9 78"3'-1"REAR ENTRANCE DOORGYP. BD. PAINTED,COLOR PER OWNERHAND RAILING, BOTHSIDES PER CODE REQ. 0'-734"4'-112"3'-23 4"11"3'-6"0'-10"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 1 DETAILSA4012INTERIOR FRONT DOOR THRESHOLD RAMPSCALE: N.T.S.1EXTERIOR FRONT DOOR THRESHOLD RAMPSCALE: N.T.S.4EXTERIOR WOOD STAIR WAY DETAILSCALE: 1" = 1'-0"EXISTINGCONCRETE PAD1" BOARDDBL. TREATED2" X 6" TREADQTR. SAWNWHITE OAK1" NOSEDBL 2" X 10"HEADERQUARTER SAWNWHITE OAKSINGLE TREATED2" X 6" TREAD4PORCH POST FOUNDATION DETAILSCALE: 1" = 1'-0"6"X6" PT PORCH POSTSIMPSON EPBELEVATED POST BASE8" DIA. SONOTUBEFOUNDATION,CONCRETE @ 3,000 PSI12" DIA.FOOTING(2) #4 BARS A1Plate nail, 16d (0.135" x 3 12")at 16" on-centerA1WMust have 134" minimumjoist bearing at ends. Attachrim joist per A3 detail.A2A2WPlate nail, 16d (0.135 x 3 12")at 16" on-centerToe nail,10d (0.131 x 3")at 6" on-centerRim-to-joistnailWeb stiffenerrequired on bothsides at A2W ONLYTJI® rim joistPlate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail -8d (0.131" x 212") at 6" on-center*Toe nail - 10d (0.131" x 3")at 6" on-center*118" TJ® Rim Board,(A3.1/A3.1W only)114" or 1 12" TimberStrand® LSL.When sheathing thickness exceeds 78",trim sheathing tongue at rim boardWeb Stiffeners requiredeach side at A3._WA3A3.2A3.1A3.3A3WWA3.1WA3.2WA3.3Floor panel nail -8d (0.131" x 212") at 6" on-centerToe nail - 10d (0.131"x 3") at 6" on-centerInstall proper blocking tosupport all panel edgesA3.412"min.2x_ stud wall at16" on-centerPlate nail - 16d (0.135" x 312")at 12" on-center114" or 1 12"TimberStrand®LSL rim board.When sheathingthickness exceeds 78",trim sheathing tongueat rim boardA3.4WWeb stiffeners required onboth sides at A3.4W ONLYB2B1B1WB2WWeb stiffenerrequired on bothsides at A1W ONLYBlocking panel:118" TJ® Rim Board, 114" or112" TimberStrand® LSL orTJI® joistToe nail,10d (0.131" x 3")at 6" on-centerLoad bearing or braced/shear wallabove (must stack over wall below)Blocking panel: 118" TJ® Rim Board,114" or 112" TimberStrand® LSL orTJI® joist.Web stiffeners requiredon both sides at B1Wand B2W ONLY116"2x4 minimumsquash blocksBlocking panels may be required with braced/shearwalls above or below — see detail B1* For additional installation specifications see Rim Board Details and Installation inWeyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001.****Sheathingboundary nails,8d (0.131" x 212")at 4" on-center* For additional installation specifications see Rim BoardDetails and Installation in Weyerhaeuser Installation Guidefor Floor and Roof Framing, TJ-9001.Web stiffenersrequired each sideat B3W ONLYB3WB3B4B4WBlocking panels may be requiredwith braced/shear walls above orbelow — see detail B1Blocking panel:118" TJ® Rim Board,114"or 112" TimberStrand® LSLor TJI® joistEnd of joists atcenterlineof supportLoad bearing or braced/shear wall above(must stack over wall below when present)Web stiffenersrequired on bothsides of both joistends at B4W ONLYNo load bearingwall aboveE4E3E2Use 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"8" diameter maximum hole for1178" - 16" deep blocking panels;6" diameter maximum forblocking panels 912" deep orshorter than 12" long.Do not cut flanges.E1E1WWeb stiffenersrequired on bothsides at E1W ONLY118" TJ® Rim Board or114" or 112" TimberStrand® LSL.Nail with 10d (0.131" x 3")nails, one each at top andbottom flange.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.Attach reinforcementto joist flange with8d (0.131" x 212") nails at 6"on-center. When reinforcingboth sides, stagger nails.2'-0 "maximumFace grainhorizontal4'-0" length of34" reinforcementon one side at E2,both sides at E3118" TJ® Rim Board or 114" or 112"TimberStrand® LSL. Nail with 10d(0.131" x 3") nails, one each attop and bottom flange.2'-0 "maximumNot for use with 312" TJI® joist flange widthsAttach reinforcement tojoist web with 3 rows10d (0.148" x 3") nails at 6"on-center, clinched. Use 2rows with 912" and 1178"TJI® joists.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.6'-0" length of TJI® joistreinforcement and fillerblock. Use 4'-0" lengthwith 912" and 1178" TJI®joists.118" TJ® Rim Board 114" or 112"TimberStrand® LSL. Nail with10d (0.131" x 3") nails,oneeach at top and bottom flange.WoodbackerF14'-0 "maximumcanti leve r (un i fo rm load s on ly )112 t imescanti leve r leng th BlockingpanelF1 applies touniformlyloaded joistsonly.E6Attach reinforcement to joistwith one 8d (0.131" x 212")nail at each cornerLess than 5"E512" length of 34"reinforcement onone side at E5,both sides at E6118" TJ® Rim Board 114" or 112" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails,one each at top and bottom flange.Full depth verticalblocking betweeneach joistHorizontal blockingpanels between eachjoist. Nail to top plate withconnections equivalent tofloor panel schedule.Less than 5"12" length of 34"reinforcement on one sideat E7, both sides at E8E8E7Attach reinforcement to joistwith one 8d (0.131" x 212")nail at each corner118" TJ® Rim Board or 114" or 112" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails, one each attop and bottom flange. Nail to blocking panel withconnections equivalent to floor panel schedule.Nail through 2x_cantilever, wood backer andTJI® joist web with 2 rows 10d (0.148" x 3")nails at 6" on-center, clinched.Use 16d (0.135" x 312") nails with 312" TJI®joist flange widths.Top mounthangerH1Face mounthangerH2Web stiffeners required if sides ofhanger do not laterally support atleast 38" of TJI® joist top flangeH3Flush bearing plate required.Maximum 14" overhangpermitted at beam.With top mount hangers, backer block required onlyfor downward loads exceeding 250 lbs or for upliftconditions. For nailing requirements see page 5, TJ -9001, Weyerhaeuser installation Guide for Floor andRoof Framing, TJ-9001.Hanger height mustbe a minimum of 60%of joist depthPB1WHanger Backer Block: Install tightto top flange (tight to bottomflange with face mount hangers).Clinch nails when possible.Backer blockboth sides of webwith single TJI® joistDouble TJI® Joist Filler Block:Attach per the table. Clinchnails when possible.(1) Corrosion-resistant fasteners required for wet-service applications.(2) Allowable load determined in accordance with ASTM D7672.(3) 118" TJ® Rim Board is allowed with joist depths < 16" only.(4) Maximum 12" shimmed air space.EXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.LAFlashingTreated 2x_ledger118" TJ® Rim Board or 114"or 112" TimberStrand®LSL.Option #2:2x_ strapping installed at 13joist-span locations using two212" screws per joist, typicalOption #1:TJI® joist blocking with endblocks installed at 13 joist-spanlocations usingtwo 8d (0.113" x 212")nails or212" screws,typicalOption #3:Directly applied ceilingWhen specified on the layout, one ofthe bracing options above is requiredApply subflooradhesive to allcontact surfaces8' max .13 jo is t spanWeb stiffener both sides.See table below.2x4Minimum WebStiffener Size58" x 2516"34" x 2516"78" x 2516"560Tight fit* 110 210230 & 360End3WEB STIFFENER ATTACHMENTGap*:18" minimum234" maximumTJI® Joist SeriesType 8d(0.113" x 212")1"(112" for TJI®560, 560D)* With point load from above, and no supportbelow, install web stiffener tight to top flange(gap at bottom flange)AllDepth(in.)560DAllAllAll18"20"22"24"2x4Nailing Requirements 16d(0.135" x 312") 16d(0.135" x 312")3Number NailsIntermediate4566451113(2)(2)(1)(1)(1)Nailing:See table below.(1) PS1 or PS2 sheathing, face grain vertical(2) Construction grade or better(3) Web stiffeners are always required for 22" and 24" TJI® 560D Joists(3)(3)Fastener Allowable Load (lbs/bolt)48012" lag bolt118" TJ® Rim BoardRim Board Material1 14" TimberStrand® LSL1 12" TimberStrand® LSL61067569512" Through bolt72572512" Through boltwith Air Space615(2)(3)(4)_typ ica l DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 DETAILSA4021TJI TYPICAL JOIST DETAILSSCALE:N.T.S. Face mounthangerTop mounthangerVerify column capacityand beam bearinglength. See currentWeyerhaeuser literature.L5L1See current Weyerhaeuserliterature for framing connectorsL2L3Protect untreatedwood from directcontact withconcreteL4BEARING FOR DOOROR WINDOW HEADERStrap per code if top plateis not continuous overheaderBEAM TO BEAMCONNECTIONBEARING ATCONCRETE WALLDrive nails at anangle to minimizesplitting of plateOne 10d (0.128" x 3") nail eachside of member at bearing,112" minimum from endSee framing plan (if applicable) orWeyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9000. For minimumend and intermediate bearing lengths.118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.BEAM ATTACHMENT at BEARINGBEARING ATCOLUMNTJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacityColumnBEARING AT WALL118" TJ® Rim Board or114" or 1 12" TimberStrand®LSL or blocking for lateralsupportStrap per code if topplate is not continuousover columnL6Multiple pieces can be nailed orbolted together to form a header orbeam of the required size, up to amaximum width of 7"Load must be applied evenly acrossentire beam width. Otherwise, useconnections for side-loaded beams.When fasteners are required on bothsides, stagger fasteners on the secondside so they fall halfway betweenfasteners on the first side.(1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, USP WS, or TrussLOK®(2) An additional row of nails is required with depths of 14" or greater.(3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below.PieceWidth# ofPliesFastenerTypeMin. Length# RowsO.C. SpacingLocation10d nails3"312"134"234212d-16d nailsScrews10d nails12d-16d nailsScrews10d nails12d-16d nailsScrewsScrews12" bolts(1)(3)(3)3 14"338" or 312"3"3 14"338" or 312"5"3"3 14"5" or 6"6 34"5" or 6"6 34"8"3223223222212"24"12"24"12"24"24"24"One sideBoth sidesOne sideBoth sidesOne side(per ply)Both sidesOne sideBoth sidesOne side-(2)(2)(2)(2)(2)(2)Fastener Installation RequirementsMULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMSWhen joists are doubled at non-load bearing parallelpartitions, space joists apart the width of the wall forplumbing or HVAC.Additional joist at plumbing drop (see detail).Subfloor adhesive will improve floor performance, butmay not be required.Squash blocks and blocking panels carry stackedvertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitutefor squash blocks or blocking panels.INSTALLATION TIPSPlumbing DropAdditional joist is required iffloor panel edge is unsupportedor if span rating is exceeded.Joist may be shifted up to 3" iffloor panel edge is supportedand span rating is not exceeded.Do not cut joist flanges.DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 DETAILSA4031TJI TYPICAL BEAM DETAILSSCALE:N.T.S. Protect untreated woodfrom direct contact withconcreteEnd of joistsat centerlineof supportFASTENING of FLOOR PANELS(1) Stagger nails when using 4" on-center spacing and maintain 38" joist and panel edge distance. One row of fasteners is permitted (two at abuttingpanel edges) for diaphragms. Fastener spacing for TJI® joists in diaphragm applications cannot be less than shown in table. When fastener spacing forblocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI® joists.(2) For non-diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least ½" and staggered.(3) With 10d (0.148" x 1½") nails, spacing can be reduced to 3" on-center for light gauge steel straps.(4) Can be reduced to 5" on-center if nail penetration into the narrow edge is no more than 114" (to minimize splitting).(5) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 114" (to minimize splitting).(6) Can be reduced to 312" on-center if nail penetration into the narrow edge is no more than 114" (to minimize splitting).■ Recommended nailing is 12" on-center in field and 6" on-center along panel edge. Fastening requirements on engineered drawings supersederecommendations listed above.■ Maximum nail spacing for TJI® joists is 18" on-center.■ 14 ga. staples may be substituted for 8d (0.113" x 212") nails if minimum penetration of 1" into the TJI® joist or rim board is achieved.■ To minimize splitting, maintain edge distance and row spacing of 212 x nail diameter or 38", whichever is greater.■ Nailing rows must be offset at least 12" and staggered.■ For recommended nailing and adhesives, see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9001.4"110, 210,and 230FILLER and BACKER BLOCK SIZES(1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top of joist; see detail W. Filler and backer blockdimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks).(2) Clinch nails when possible.2x106'-0" long110TJI® JoistsCantilever Filler(Detail E4)Filler Block (1)(Detail H2)Backer Block (1)(Detail F1or H2)2x64'-0" long58" or 34"Depth2x62x8912"-1178"14"-16"16d (0.162"x 312")8d (0.113" x 212"), 8d (0.131" x 212")6"Nail Size210230 or 3605601178"Two2x62x62x6 + 12"sheathing4'-0" long912"-1178"2x6 + 12"sheathing2x6 + 38"sheathing4'-0" long2x10 + 38"sheathing6'-0" long34" or 78"2x8 + 38"sheathing2x6 + 38"sheathing912"-1178"14"-16"2x10 + 12"sheathing6'-0" long78" or 1" Net2x8 + 12"sheathing14"-16"2x12 + 12"sheathingNotapplicable18"-20"2x122x818"-20"Two2x12Not applicableTwo2x814"-16"134"TimberStrand® LSLor wider118" TJ®Rim BoardRim Board6"16"(4)3"6"TJI®(1)(2)6"(5)114"4"Parallam®PSLMicrollam®LVLL4A2L5PTJI® rim joistDO NOT bevel cut joistbeyond inside face of wall.H2Bearing plate to beflush with inside faceof wall or beamSee ALLOWABLEHOLESUse B1 or B2 atintermediate bearingswith load bearing orbraced/shear wallfrom aboveH1H3B4B3B2E2A1B1CSExterior DeckAttachmentLAStructuralsheathingDO NOT use sawnlumber for rimboard or blocking,as it may shrinkafter installation.Use onlyengineered lumber.Rim board jointbetween joistsH1L3A3._L1DO NOT overhang seat cutson beams beyond the insideface of support member.TJI® joist floor framing doesnot require bridging ormid-span blockingSafety bracing (1x4minimum) at 8' on-center (6'on-center for TJI®110 joists) andextended to a braced end wall.Fasten at each joist withtwo 8d (0.113" x 212") nails minimum(see WARNING).Joists must be laterally supported atcantilever and end bearings by blockingpanels, hangers, or direct attachment toa rim board or rim joist.E1112" knockoutsat approximately12" on-centerGuidelines for Closest On-Center Spacing per Row360 and 5603"4"4"8"(4)6"6"(6)118" TJ® Rim Board or 114" or 1 12" TimberStrand® LSL.4"(3)6"4"(3)4"3"5"4"L210d (0.148"x 3"), 12d (0.148"x 314")Nail SizeFillerBackerNailQuantity(2)FillerBacker10d (0.128" x 3")15360Four 34" x 15"sheathingTwo 34" x 15"sheathing16d (0.135" x 3 12")10d (0.128" x 3")25 each side1515 each side15560D22"-24"15 one side15TimberStrand® LSL112"3"6"(5)3"DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 DETAILSA4041TJI TYPICAL FLOOR FASTENING DETAILSSCALE:N.T.S. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever supportFor simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be locatedat the center of the joist span provided that no other holes occur in the joist.Leave 18" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges.Tables are based on uniform load tables in current design literature.Rectangular holes based on measurement of longest side.Table B - Intermediate or Cantilever SupportDO NOTcut or notch flange.DO NOTcut holes in cantileverreinforcement.112" round holes may becut anywhere in weboutside of hatched zone ifthey are located 3" awayhorizontally(edge-to-edge) from alarger hole.Min. distance from Table ANo field cutholes inhatchedzonesMinimum distance from edge of hole to inside face of nearest end supportminimum(applies to all holesexcept knockouts)Table A - End Support6"6"1L12 x D1DDL2 x Lminimum226"6"2ALLOWABLE HOLES - TJI® JoistsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesAllowed hole zone suitable for headers and beams withuniform and/or concentrated loads anywhere along the member.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zoneMin. distance from Table BDo not cutholes largerthan 112" incantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround or square holes.13"SQUARE OR RECTANGULAR HOLE SIZE13"ROUND HOLE SIZE3'-0"3'-0"1'-0"1'-0"2'-0"1178"1'-0"2303605602'-0"1'-6"2101101'-0"1'-0"2'-6"5'-0"4'-0"4'-6"7'-0"8'-0"2'-0"1'-6"4'-6"4'-0"10'-0"11'-0"12'-0"9'-0"8'-6"3"TJI®2"4"612"878"11"2'-0"1'-6"3'-6"2'-6"4'-6"1'-0"2'-0"3'-0"1'-0"1'-0"12'-0"11'-0"10'-6"10'-0"8'-6"3'-6"5'-0"6'-0"9'-6"10'-6"3'-0"2'-6"8'-0"7'-0"9'-6"3"2"4"612"11"878"13"SQUARE OR RECTANGULAR HOLE SIZE13"ROUND HOLE SIZE1'-6"1'-6"1'-0"2'-0"2'-6"5601178"1102303602108'-0"3'-0"4'-0"1'-6"2'-0"3'-0"2'-0"2'-0"3'-6"2'-6"2'-0"5'-6"6'-6"7'-0"6'-0"3"JOISTDEPTHTJI®2"4"878"11"1'-6"2'-0"3'-6"2'-6"1'-6"2'-6"1'-0"1'-0"1'-6"1'-0"5'-6"4'-6"8'-0"2'-0"3'-6"2'-6"2'-6"2'-6"4'-6"3'-6"3'-0"7'-6"7'-0"6'-6"6'-0"3"2"4"11"878"612"3'-0"3'-0"4'-6"2'-6"5'-6"612"5'-0"5'-6"6'-6"4'-6"7'-0"3'-6"3'-6"5'-0"3'-0"6'-0"5'-6"5'-6"6'-6"5'-0"7'-6"5"5"7"7"5"2'-6"3'-0"5'-6"5'-6"3'-6"7"4'-6"5'-6"7'-6"8'-6"5'-0"7"5"5'-0"7'-0"8'-0"4'-6"4'-0"8'-0"11'-0"9'-6"9'-0"7'-0"JOISTDEPTH1'-6"1'-6"1'-0"1'-0"1'-0"No field cutholes inhatchedzones1.55 E TimberStrand® LSL1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.3/4" x 6 34" RISER1" X 11" TREAD2X12 DF STAIR STRINGERS (X4)OR 1 3/4" X 11 7/8" LVL STRINGERS (X3)SST L50 ANCHOR BRACKETOR 2X6 SOLID BLOCKING2X10 DBL. HEADER2X6 DBL.TOP PLT.TJIs3/4" PLYWOODHANGER BOARDSUBFLOOR CUT BACK TOACCOMMODATE LANDING TREAD1" NOSING3 1/2" LANDING TREAD5/8" GYP. BD.2x6 STUDSTAIR WALL2x6 SPACERNAILED TOSTUD WALL2X12 DF STAIRSTRINGERS (X4)OR 1 3/4" X 11 7/8" LVLSTRINGERS (x3)1" STAIR TREAD3/4" X 11 1/4"SKIRTBOARD2"x6" SINGLE SILL2"X6" CRIPPLE 2X10 HEADERDBL. 2"x6" STUDS2"X6" CRIPPLE 2X10 HEADERDBL. 2"x6" STUDSCUT OUT SOLE PLATEAFTER WALL ERECTIONTRIMMERDOUBLEFLAT 2xHEADERCRIPPLESTUDSDOUBLE TOPPLATETOP PLATE3/4" x 6 716" RISER1" X 11" TREAD2X12 DF STAIR STRINGERS (X4)OR 1 3/4" X 11 7/8" LVL STRINGERS (X3)SST L50 ANCHOR BRACKETOR 2X6 SOLID BLOCKING(3) 2X12 STAIR HEADERS2X6 DBL.TOP PLT.11 78" 110 TJIs3/4" PLYWOODHANGER BOARDSUBFLOOR CUT BACK TOACCOMMODATE LANDING TREAD1" NOSING3 1/2" LANDING TREADDRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING PHASE 2 DETAILSA4051TJI ALLOWABLE HOLESSCALE:N.T.S.5STAIR SECTION @ NEW REAR ENTRANCE4STAIR HEADER SECTIONSCALE:1" = 1'-0SCALE:1" = 1'-0SCALE: 3/8" = 1'-0"FRAMING HEADER FLAT DOUBLE 2X DETAIL23DOOR & WINDOW HEADERSCALE:1" = 1'-06STAIR SECTION TO 2ND FLOORSCALE:1" = 1'-0NOTES:1.PER A101, THIS FLIGHT HAS FIVESTEPS W/MAX. RISE OF 6 34" PERSTEP FOR A TOTAL RISE OF 2'-9 78"NOTES:1.TOTAL RISE REQ'D:1.1.FFE (2ND FL.) 113'-7 34" - FFE (1ST FL.) 102'-10 12" =10'-9 14" (129 14").2.MAX. RISE/STEP:7-IN.3.FLIGHT ARRANGEMENT:3.1.FLIGHT #1: 10 STEPS @ 6 716"/RISER = 5'-4 38"3.2.FLIGHT #2: 10 STEPS @ 6 716"/RISER = 5'-4 38"3'-3" 30503050DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET FALL CITY OF CORNING, TOMPKINS COUNTYNEW YORK 14850 ITHACA DENTISTRY RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR CONTRACTOR PRICING 09/21/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020SCHEDULESA501SCALE: N.T.S.SECOND FLOOR DOOR AND WINDOW SCHEDULE2FIRST FLOOR DOOR SCHEDULEMARKQUANTITYROOMNAME(S)RH/LHPANELTYPEEXTERIOR /INTERIORMANUFACTURERMODELHARDWAREGROUPSIZEWIDTHHEIGHTD11ENTRANCERH2'-8"6'-8"PRE-HUNGEXT.ANDERSENE-SERIES HINGED INSWING PATIO DOOR; CODE:HPI3068; PANEL: SP1R1SATIN NICKELD21EXAM ROOMSLIDE2'-6"3'-6"PRE-HUNGINT.PINECROFTDIXIELAND LOUVERED, UNFINISHED PINE WOODSALOON DOOR; FINISH TO MATCH EXISTING EXAMROOM DOORS IN OFFICE; HOME DEPOTSATIN NICKELW1ANDERSEN200 SERIESCOLONIAL244DH, DOUBLE HUNG3050(E)W2ANDERSEN200 SERIESCOLONIAL244FX, PICTURE3050W3ANDERSENE-SERIESPUSH OUT AWNINGPAWN20302'-11"5'-0"3'-0"3'-0"2'-0"4'-11"WINDOW & DOOR DIMENSIONSSCALE: 1" = 1'-0"16'-7"2'-9"D1ANDERSENE-SERIESHINGED INSWING PATIO DOORCODE: HPI3068PANEL: SP1R13'-6"2'-6"D2PINECROFT 30 IN. X 42 IN.DIXIELAND LOUVEREDUNFINISHED PINE WOODSALOON DOORFIRST FLOOR WINDOW SCHEDULEMARKROOM NAME(S)ROUGH OPENINGQUANTITYBRANDSERIESTYPEGLAZINGSCREENSW1EXAM ROOM36" X 60"4ANDERSEN200DOUBLEHUNG,COLONIALDOUBLE-PANEINSULATING GLASS,LOW-E, ARGON FILLEDCONVENTIONAL BLACKFIBERGLASS SCREEN -FLATW3ENTRANCE WAY36" X 24"2ANDERSENEPUSH OUTAWNINGDOUBLE-PANEINSULATING GLASS,LOW-E, ARGON FILLEDCONVENTIONAL BLACKFIBERGLASS SCREEN -FLATSECOND FLOOR WINDOW SCHEDULEMARKROOM NAME(S)ROUGH OPENINGQUANTITYBRANDSERIESTYPEGLAZINGSCREENSW2STAIRWAYLANDING36" X 60"1ANDERSEN200PICTUREDOUBLE-PANEINSULATING GLASS,LOW-E, ARGON FILLEDNONEW2EXAM ROOM(UPPER)36" X 60"1ANDERSEN200PICTUREDOUBLE-PANEINSULATING GLASS,LOW-E, ARGON FILLEDNONESCALE: N.T.S.STAIRWAY AND EXAM ROOM CABINETRY DETAILS31-LAYER, 58" TYPE "X" GYP. BD.OVER THE ENTIRE EXPOSEDUNDERSIDE OF THE STAIRWELL1-LAYER, 58" TYPE "X"GYP. BD. OVER THEENTIRE EXPOSEDUNDERSIDE OF THESTAIRWELL1-LAYER, 58" TYPE "X" GYP. BD.OVER THE ENTIRE EXPOSEDUNDERSIDE OF THE STAIRWELL1-LAYER, 58" TYPE "X"GYP. BD. OVER THEENTIRE EXPOSEDUNDERSIDE OF THESTAIRWELL4'-5" 9'-9"2'-0"2'-0"2'-0"2'-0"3'-0" 2'-6"1'-0"2'-0"2'-0"2'-6" 1'-6"6'-4" D/BELECTRICAL LEGEND (ALL 125 SINGLE PHASE 15 & 20-AMP BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.)BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.)2 S S WALL MOUNTED LIGHT FIXTURE2-WAY SWITCH, +44" TYP. U.N.O.SINGLE POLE WALL SWITCH, +44" TYP. U.N.O.110 VOLT DUPLEX WALL OUTLET, 12" A.F.F. TYP., U.N.O.COUNTER, +45" A.F.F. TYP., U.N.O. (ALL 125 SINGLE PHASE 15 & 20-AMPCONDUIT CONCEALED IN CEILING110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE GROUND FAULT INTERRUPT CIRCUIT CEILING FAN w/ LIGHT FIXTUREGFICEILING MOUNTED EXHAUST FANRECESSED LED LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTUREWITH MOTION SENSORSDUCT LINECEILING MOUNTED PENDANT LIGHT FIXTUREVANITY LIGHTDOORBELLSMOKE DETECTOR, HARD WIREDSDRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING ELECTRICAL GENERAL NOTESE001 GENERAL NOTES:1.INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING REGULATIONS, CODES,ETC.1.1.LOCAL CODES AND ORDINANCES1.2.THE EDITION OF THE NATIONAL ELECTRICAL CODE NFPA 70 (NEC) IN EFFECT.2.PRIOR TO BEGINNING ANY WORK, SECURE NECESSARY PERMITS OR CLEARANCES FROM THEAUTHORITIES HAVING JURISDICTION. PROVIDE ALL LABOR AND MATERIALS FOR A COMPLETEINSTALLATION. WORK SHALL BE EXECUTED BY EXPERIENCED ELECTRICIANS WHO ARE LICENSED INTHE JURISDICTION WHERE THE PROJECT IS LOCATED.3. THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED4. THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. COORDINATE ELECTRICAL EQUIPMENT LOCATIONAND INSTALLATION WITH EQUIPMENT BEING SERVED. PROVIDE ALL POWER AND TELECOMMUNICATIONFINAL CONNECTIONS TO THE SYSTEM FURNITURE AS REQUIRED.5. ALL EQUIPMENT SUCH AS RELAYS, SWITCHES, PANELS, AND OTHER APPURTENANCES SHALL HAVEIDENTIFICATION PLATES OF BLACK LAMINATED PLASTIC WITH 1/2" WHITE LETTERS. ALL JUNCTIONBOXES IN CEILING CAN BE MARKED WITH BLACK PERMANENT MARKER ON COVER PLATES AS PANELDESIGNATION AND CIRCUIT NUMBER FROM WHICH THEY ARE FED.6. ALL CONDUCTORS SHALL BE IDENTIFIED. ALL WIRING DEVICES SHALL BE USED WITH TYPED LABEL ONTHE COVER PLATE IDENTIFYING THE PANEL DESIGNATION AND CIRCUIT NUMBER FROM WHICH THEYARE FED.7. ALL EQUIPMENT SHALL BE "UL" LISTED.8. ELECTRICAL SYSTEMS SHALL BE GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.9. ALL CONNECTIONS TO DEVICES SHALL BE TAPED WITH SCOTCH 33 ELECTRICAL TAPE.10. ALL CONDUITS AND JUNCTION BOXES SHALL BE CONCEALED IN FINISHED AREAS. PRIOR TOCONCEALMENT OF NEW CONSTRUCTION, ALL WORK BEHIND FINISHED SURFACES SHALL BE INSPECTEDBY THE OWNER'S REPRESENTATIVE.11. CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTIONAND PRIOR TO COMPLETION OF CONSTRUCTION TO ALLOW SUFFICIENT TIME FOR COORDINATION OFEXISTING BUILDING ACTIVITIES WITH THE CONSTRUCTION WORK.12. CONTROL WIRING SHALL BE TAGGED AT EACH END AND TERMINATED WHERE WORK HAS BEENPERFORMED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES SPECIFICATIONS.13. IF MATERIAL OR EQUIPMENT IS INSTALLED BEFORE IT IS APPROVED, THE CONTRACTOR SHALL BELIABLE FOR ITS REMOVAL AND REPLACEMENT AT NO ADDITIONAL CHARGE OR IF IN THE OPINION OFTHE ARCHITECT OR ENGINEER, THE MATERIAL OR EQUIPMENT DOES NOT MEET THE INTENT OF THEDRAWINGS AND SPECIFICATIONS.14. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST, ANY LABOR, MATERIALS,SERVICES, APPARATUS, AND DRAWINGS IN ADDITION TO CONTRACT DOCUMENTS, IN ORDER TOCOMPLY WITH ALL APPLICABLE LAWS, INDICATED AND/OR SPECIFIED. PROVIDE ALL ELECTRICALEQUIPMENT WITH ALL NECESSARY ASSOCIATED ACCESSORIES AND CONDUIT INFRASTRUCTURE ASREQUIRED TO ENSURE A COMPLETE AND OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO OWNER.15. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL ADJOININGEXISTING BUILDINGS, EQUIPMENT, AND SPACE CONDITIONS ON WHICH HIS WORK IS IN ANY WAYDEPENDANT FOR THE BEST WORKMANSHIP AND OPERATION ACCORDING TO THE INTENT OF THESPECIFICATIONS AND DRAWINGS. HE SHALL REPORT TO THE ARCHITECT/ENGINEER ANY CONDITIONWHICH MIGHT PREVENT HIM FROM INSTALLING HIS EQUIPMENT IN THE MANNER SPECIFIED OR ASSHOWN IN CONTRACT DOCUMENTS TEN BUSINESS DAYS PRIOR TO SUBMISSION OF BIDS. NOCONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANYALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED OR WORK TO BE PERFORMED. THECONTRACTOR SHALL INCLUDE IN HIS BID PRICE ALL LABOR AND MATERIAL THAT MAY EFFECT HISWORK.16. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCOVEREDCONFLICTS BETWEEN EXISTING INSTALLATIONS WHICH ARE NOT SCHEDULED FOR DEMOLITION ANDTHE NEW WORK INDICATED WITHIN THE CONTRACT DOCUMENTS. SUCH NOTIFICATION SHALL BEACCOMPANIED BY A DRAWING DELINEATING THE PROPOSED SOLUTION PRIOR TO STARTING ANYWORK IN THE AFFECTED AREA.17. ALL NEW SLAB PENETRATIONS MUST BE X-RAYED OR RADAR PRIOR TO CORE DRILLING. OBTAINAPPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO ANY CORE DRILLING.18. ALL MATERIALS AND WORK SHALL BE ACCORDING TO BASE BUILDING SPECIFICATIONS UNLESSOTHERWISE NOTED.19. ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE SHALL BE #12 AWG. CONDUCTOR #10 AWGAND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.CONDUCTOR SHALL HAVE THHN/THWN INSULATION OR AS NOTED.20. NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION ISNECESSARY. PROVIDE ALL WIRE NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHERINDICATED ON PLAN OR NOT.21. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION, ELEVATION, MOUNTING HEIGHTSAND DETAILS OF ALL LIGHT FIXTURES AND DEVICES. REPORT ANY DISCREPANCIES TO THE ARCHITECTIMMEDIATELY.22. VERIFY DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES.23. GANG ALL SWITCHES SHOWN TO BE INSTALLED AT SAME LOCATION UNDER A SINGLE COVER PLATE.PROVIDE BARRIERS SWITCH BOX AS REQUIRED TO SEPARATE 120V CIRCUITS FROM 277V CIRCUITSAND 277V CIRCUITS OF DIFFERENT PHASE.24. PROVIDE PLASTER RING WITH PULL STRING TO SPACE ABOVE SUSPENDED CEILING FOR ALLTELEPHONE, DATA, FAX, MODEM, CATV, CARD READER, ETC. OUTLETS INSTALLED IN HOLLOWPARTITIONS. PROVIDE 3/4" EMPTY CONDUIT AND PULL STRING TO SPACE ABOVE SUSPENDED CEILINGFOR THESE OUTLETS INSTALLED IN AN INSULATED PARTITION. PROVIDE 1" E.C. WITH 2 STRINGS FORCOMBINATION DATA/TEL OUTLET.25. MAINTAIN INTEGRITY OF THE FIRE RATED CONSTRUCTION WHERE CONDUITS PASS THROUGH WALLSAND FLOORS.26. ALL BACK BOXES INSTALLED ON OPPOSITE SIDES OF THE SAME PARTITION SHALL BE STAGGERED. DONOT MOUNT THE BACK BOXES BACK TO BACK.27.TYPE MC CABLE MAY BE USED IN LIEU OF EMT FOR BRANCH CIRCUITS, IN DRYWALL PARTITION AND INCEILING PLENUM WHERE IS ALLOWED BY NEC AND THE BUILDING OWNER. (MC CABLE FOR ISOLATEDCIRCUIT SHALL HAVE TWO (2) SEPARATE GROUNDING CONDUCTORS).28.CONTRACTOR'S SCOPE OF WORK INCLUDES TRACING ALL EXISTING CIRCUITS IN THE CONSTRUCTIONAREA BACK TO SOURCE. IF REMOVAL OF EXISTING ELECTRICAL EQUIPMENT AFFECTS ANY EXISTINGCIRCUITS, CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS, WIRING, CONDUIT, ETC. REQUIRED TORECONNECT EXISTING-TO-REMAIN ELECTRICAL EQUIPMENT BACK TO SOURCE.29.PROVIDE ACCESS PANELS IN ALL INACCESSIBLE JUNCTION BOXES AS REQUIRED BY THE N.E.C.30.CONTRACTOR SHALL PROVIDE 50% STEP-DIM BALLASTS IN ALL LIGHTING FIXTURES WHERE TWOLEVELS OF SWITCHING ARE INDICATED.31.ALL EXISTING AND NEW PANELS IMPACTED BY THIS PROJECT SHALL BE PROVIDED WITH NEWUPDATED TYPEWRITTEN PANEL SCHEDULES INDICATING THE FINAL ROOM NUMBER AND THEEQUIPMENT OR DEVICES SERVED BY THE CIRCUIT. CONTRACTOR TO BE BALANCE THE NEW LOADS ONALL THREE PHASES FOR EACH PANELBOARD WHERE WORK HAS BEEN PERFORMED IN ACCORDANCEWITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS32.INSTALLATION OF EQUIPMENT, COMPONENTS AND WIRING FOR ELECTRICAL SYSTEMS SHALL BE INACCORDANCE WITH REQUIREMENTS OF EQUIPMENT MANUFACTURER.33.DELIVER PRODUCTS TO PROJECT SITE IDENTIFIED WITH NAMES, MODEL NUMBERS, TYPES, GRADES,COMPLIANCE LABELS, AND OTHER INFORMATION NEEDED FOR DISTINCT IDENTIFICATION; ADEQUATELYPACKAGED AND PROTECTED TO PREVENT DAMAGE DURING SHIPMENT, STORAGE, AND HANDLING.PROTECT STORED EQUIPMENT AND MATERIALS FROM DAMAGE. COMPLY WITH MANUFACTURER'SRIGGING AND MOVING INSTRUCTIONS FOR UNLOADING EQUIPMENT AND MOVING INTO FINALLOCATION.34.CONTRACTOR TO COORDINATE ELECTRICAL WORK TO AVOID INTERFERENCE BETWEEN ALL OTHERTRADES.34.1.DETERMINE INTERFERENCE BEFORE WORK IS FABRICATED OR INSTALLED. THE CONTRACTORSHALL BE THOROUGHLY FAMILIAR WITH ALL DETAILS OF WORK AND WORKING CONDITIONSAND COORDINATE WORK DURING PRELIMINARY STAGES TO ENSURE ACTUAL ERECTION WILLPROCEED WITHOUT INTERFERENCE. COORDINATION IS OF PARAMOUNT IMPORTANCE AND NOREQUESTS FOR ADDITIONAL PAYMENT WILL BE CONSIDERED WHERE REQUEST IS BASED ONINTERFERENCE.34.2.WHERE JOB CONDITIONS REQUIRE REASONABLE DEVIATIONS FROM CONTRACT DOCUMENTS,MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, AFTER OBTAINING APPROVAL OFARCHITECT.34.3.PROVIDE MAXIMUM PRACTICAL SPACE FOR OPERATION, REPAIR, REMOVAL, AND TESTING OFELECTRICAL EQUIPMENT. APPROVED DEVIATIONS MAY BE MADE TO PROVIDE REQUIREDACCESSIBILITY.34.4.KEEP CONDUITS, WIREWAYS AND SIMILAR ITEMS AS CLOSE AS POSSIBLE TO CEILING, WALLSAND COLUMNS IN ORDER TO TAKE UP MINIMUM AMOUNT OF SPACE.34.5.PROVIDE OFFSETS, FITTINGS AND SIMILAR ITEMS NECESSARY TO ACCOMPLISHREQUIREMENTS OF COORDINATION WITHOUT ADDITIONAL EXPENSE TO OWNER.34.6.PROVIDE ACCESS TO AND CLEARANCES AROUND EQUIPMENT AS REQUIRED BY THE N.E.C.35.LIGHTING FIXTURES SHALL BE INDIVIDUALLY SUPPORTED FROM THE STRUCTURAL FRAMING MEMBERSABOVE.36.CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL PRODUCTS, MATERIALS ANDPROCESSES INSTALLED IN THE SPACE CONTAINS NO ASBESTOS OR PCB.37.TESTING:37.1.TEST AND ADJUST EQUIPMENT AND SYSTEMS INSTALLED AND DEMONSTRATE PROPEROPERATION TO OWNER'S REPRESENTATIVE. NO EQUIPMENT SHALL BE TESTED OR OPERATEDFOR ANY PURPOSE UNTIL IT HAS BEEN FULLY PREPARED FOR OPERATION IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS.37.2.SHOW, BY DEMONSTRATION IN SERVICE, THAT ALL CIRCUITS AND DEVICES ARE IN GOODOPERATING CONDITION. EACH PIECE OF EQUIPMENT AND COMPONENT OF THE ELECTRICALSYSTEM SHALL FUNCTION NOT LESS THAN FIVE TIMES IN COURSE OF THE ACCEPTANCETESTS.38.ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL, PLUMBING AND OTHER TRADES TOPROVIDE ALL EQUIPMENT ASSOCIATED WITH THEIR RESPECTIVE TRADES WITH NECESSARY WIRINGAND CONDUIT INFRASTRUCTURE FOR ALL SENSORS, AND CONTROL SYSTEMS AS REQUIRED. 2SSSS2 S 2 SSS 2SS2 SSS2 S DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT OR PROFESSIONAL LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION, 'ALTERED BY,' FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.PROJECT NO.PROJECT TITLE OF DRAWINGDRAWING NO.FIRST ISSUE DATE:0 1 2 3 4 5 6 ISSUED/REVISIONS DATEARCHITECT/ENGINEEROWNER/DEVELOPER 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 310 EAST COURT STREET CITY OF ITHACA, TOMPKINS COUNTY NEW YORK 14850 ITHACA DENTISTRY ADDITION AND RENOVATIONSA543216 BCDEABCDE7854321678ISSUED FOR BID 03/08/2020 310 EAST COURT ST. ITHACA, NEW YORK 14850 P: 607-272-2033 | WWW.ITHACADENTISTRY.COM2020-005MARCH 27, 2020# REVISED PER RFI LOG OF 10/06/2021 11/04/2021 MASER ENGINEERING ELECTRICAL PLAN- FIRST FLOORE1011ELECTRICAL PLAN - 1ST FLOORSCALE:34" = 1'-0NDUPLEXRECEPTACLE (TYP.)AREA LIGHT SWITCHSINK LIGHT SWITCHNEW SMOKE DETECTORHARD WIRED TO CLOSESTUNIT IN EX. BLDG.GFIWALL MOUNTEDLIGHT FIXTURE (TYP.)GFI5-FT. BASEBOARD HEATER,HARDWIRE TO DEDICATEDCIRCUITWALL HEATER, HARDWIRETO DEDICATED CIRCUIT, SEEE001, WIRING AS SHOWNRUN WIRING TOBASEMENT PANELRUN WIRING TOBASEMENT PANELLED RECESSED LIGHTFIXTURE (TYP.)EXTERIOR PORCHLIGHT2ELECTRICAL PLAN - 2ND FLOORSCALE:12" = 1'-0TWO-WAYLIGHT SWITCHLED RECESSED LIGHTFIXTURE (TYP.)GFI