220078_1-15-21_Toroverde-Dispensary_Northampton-MA_PERMIT_COMPILEDOWNERTOROVERDE MASS26 N. KING STREETNORTHAMPTON, MA 01060WILLIAM BEETZPRESIDENTBILLYBEETZ.TOROVERDEMASS@GMAIL.COM352-247-5581ARCHITECTBKA ARCHITECTS, INC142 CRESCENT ST.BROCKTON, MA 02302NATHAN LANGLAISASSOCIATENLANGLAIS@BKAARCHS.COM508-583-5603GENERALCONTRACTORTBDLIST OF DRAWINGSABBREVIATIONSDRAWING LEGEND1A 1001iNameEL.=Elevation±A1011Roomname101101??A101111AB1CD1A1DEMOLITION U.N.O.NEW CONSTRUCTIONEXISTING TO REMAINPARTITION TYPEELEVATIONDETAILEXTERIORELEVATIONINTERIORELEVATION1A101SECTION1ROOM NUMBERDOOR NUMBERWINDOW TYPEINTERIORFINISH TYPEGRID LINEREVISION NO.AND REVISIONCLOUDEXTERIORFINISH TYPEPROJECT DIRECTORYLOCUS PLANA.C.P.ACOUSTIC CEILINGPANELA.F.F.ABOVE FINISH FLOORA.H.J.AUTHORITY HAVINGJURISDICTIONADJADJUSTABLEALTALTERNATEALUMALUMINUMB.O.BOTTOM OFB.O.H.BOARD OF HEALTHBLDGBUILDINGC.L.CENTER LINECLGCEILINGCLRCLEARCMUCONCRETEMASONRY UNITCONCCONCRETECONSTCONSTRUCTIONCONTCONTINUOUSD.A.F.S.DIRECTLY APPLIEDFINISH SYSTEMD.F.DRINKING FOUNTAIND/BDESIGN BUILDDIMDIMENSIONDWGDRAWINGE.T.R.EXISTING TO REMAINENGENGINEERENG'DENGINEEREDEXIST.EXISTINGEXT.EXTERIORF.D.FLOOR DRAINF.O.FINISHED OPENINGF.R.G.W.B.FIRE RATED GYPSUMWALL BOARDF.SFRAME SIZEFINFINISHFLRFLOORFNDNFOUNDATIONGAGAUGEGCGENERALCONTRACTORGWBGYPSUMWALLBOARDGYPGYPSUMHRHOURINSULINSULATEDINT.INTERIORM.O.MASONRY OPENINGM.R.G.W.B.MOISTURERESISTANT GYPSUMWALL BOARDMAXMAXIMUMMFGR'SMANUFACTURER'SMINMINIMUMMIRRMIRRORMTDMOUNTEDMTLMETALN.T.SNOT TO SCALEN/ANOT APPLICABLENICNOT IN CONTRACTNONUMBERO.A.E.OR APPROVEDEQUALO.C.ON CENTERO.F.OUTSIDE FACEO.F.C.I.OWNER FURNISHEDCONTRACTORINSTALLEDOPPOPPOSITEP. LAMPLASTIC LAMINATEP.R.PATCH AND REPAIRPREPPREPAREPTDPAINTEDR.O.ROUGH OPENINGREQ'DREQUIREDREV.REVISION(S) ORREVISEDS.A.SOUNDATTENUATINGSIMSIMILARSPECSPECIFICATIONSSTRUCTSTRUCTURALSUB-CSUBCONTRACTORT.M.E.TO MATCH EXISTINGT.O.TOP OFTELETELEPHONETEMPTEMPEREDTYP.TYPCALU.L.UNDERWRITERSLABORATORIESU.N.O.UNLESS NOTEDOTHERWISEU.S.UNDERSIDEVIFVERIFY IN FIELDW/WITHTOROVERDE NORTHAMPTON DISPENSARY01/15/2021 - ISSUED FOR PERMIT DRAWING ISSUED = ●REISSUED WITH REVISION = ○REISSUED WITHOUT REVISION = ◌08/04/20 - ISSUE FOR
PERMIT
01/15/21 - ISSUE FOR
PERMITGENERALG 100COVER SHEET●●G 101GENERAL NOTES●●G 201EGRESS PLAN●●G 202MAAB ACCESSIBILITY DETAILS●●G 203SPECIFICATIONS●●G 204SPECIFICATIONS (CONTINUED)●●G 205SPECIFICATIONS (CONTINUED)●●ARCHITECTURAL DEMOLITIONAD 100FIRST FLOOR DEMOLITION PLAN & NOTES●●AD 101FIRST FLOOR DEMOLITION RCP●●ARCHITECTURALA 000ARCHITECTURAL SITE PLAN●●A 100PARTITION SCHEDULE & DETAILS●●A 101CONSTRUCTION PLAN●●A 102ROOF PLAN●●A 201REFLECTED CEILING PLAN●●A 301EXTERIOR ELEVATIONS●●A 501ENLARGED FLOOR PLAN & DETAILS●●A 701WINDOW & DOOR ELEVATIONS & SCHEDULE●●ARCHITECTURAL INTERIORSAI 000FURNITURE PLAN & SCHEDULE●●AI 100FINISH SCHEDULE●●AI 101FINISH PLAN & NOTES●●AI 102FINISH PLAN & NOTES●●AI 201INTERIOR ELEVATIONS●●AI 301MILLWORK ELEVATIONS●●AI 302MILLWORK DETAILS●●AI 303MILLWORK DETAILS●●AI 304MILLWORK DETAILS●●AI 305MILLWORK DETAILS●●AI 306MILLWORK DETAILS●●MECHANICALMD 101MECHANICAL DEMOLITION PLAN●●M 101MECHANICAL PLAN●●M 201MECHANICAL SCHEDULES & DETAILS●●M 301MECHANICAL DETAILS●●M 401MECHANICAL SPECIFICATIONS●●ELECTRICALED 101ELECTRICAL DEMO PLAN●●E 100ELECTRICAL LEGENDS & GENERAL NOTES●●E 101ELECTRICAL LIGHTING PLAN●●E 102ELECTRICAL DETAILS●●E 201ELECTRICAL POWER & LOW VOLTAGE PLAN●●E 301ELECTRICAL SPECIFICATIONS●●PLUMBINGPD 101PLUMBING DEMO FLOOR PLAN●●P 001PLUMBING ABBREVIATIONS, SYMBOLS, & LEGENDS●●P 101PLUMBING DRAINAGE PLAN●●P 102PLUMBING SUPPLY PLAN●●P 201PLUMBING SUPPLY PLAN●●CONSTRUCTION DOCUMENTS26 N. KING ST, NORTHAMPTON, MA 01060MEP/FPENGINEERRZ DESIGN ASSOCIATIONS, INC.750 OLD MAIN STREET, SUITE #202ROCKY HILL, CT 06067RAMON PAGUADARPAGUADA@RZDESIGNASSOCIATES.COMAREA OF WORKNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_G-100_COVER_SHEET.dwg Last save: Jan 15, 2021 - 3:54pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITG100COVER SHEET
GENERAL NOTES:THE GENERAL CONTRACTOR SHALL CONFORM TO AIA DOCUMENT A201 - (2017) GENERAL CONDITIONS. IT IS HEREBYMADE PART OF THIS CONTRACT HEREIN:1.THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO THE WORK ANDSHALL IMMEDIATELY NOTIFY THE ARCHITECT REGARDING ANY DISCREPANCIES. NO WORK SHALL PROCEED UNTILSUCH DISCREPANCY HAS BEEN RECTIFIED.2.THE G.C. SHALL SEAL ALL THROUGH-WALL & FLOOR PENETRATIONS WITH 3M BARRIER CAULK AND SEALANT ONUSG SAFING- 2500 PSI GROUT @ CMU. INSTALL ANY REQUIRED FIRE RATED PARTITIONS TO UNDERSIDE OF FLOOROR ROOF DECK INCLUDING DEFLECTION HEAD.3.THE G.C. SHALL BE RESPONSIBLE FOR DAILY REMOVAL AND LEGAL DISPOSAL OF ALL DEBRIS.4.THE G.C. SHALL BE RESPONSIBLE FOR ALL PERMITS, AND FEES AS REQUIRED BY THE LOCAL MUNICIPALITY ORUTILITIES5.THE DRAWINGS ARE NOT TO BE SCALED. ALL WORK, LINES AND LEVELS SHALL BE LAID OUT BY WRITTENDIMENSIONS. GWB DIMENSIONS ARE FROM FACE TO FACE OF FINISH. ANY DEVIATIONS SHALL BE BROUGHT TOTHE ATTENTION OF THE ARCHITECT IMMEDIATELY. ALL DEVIATIONS SHALL BE CORRECTED BY THE CONTRACTORBEFORE HE BEGINS HIS PORTION OF THE WORK.6.INSTALL A CONTINUOUS SEALANT BEAD ON BACKER ROD AT ALL JUNCTURES OF DISSIMILAR MATERIALS (E.G.:METAL TO CMU, STEEL TO ALUMINUM) AND ALL MATERIAL JOINTS AS REQUIRED BY THE MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS, INDUSTRY STANDARDS AND GOOD PRACTICE.7.COORDINATE SOLID BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES AS PER 521 CMR AAB ASDEFINED FOR STRUCTURAL STRENGTH8.PROVIDE CONTINUOUS GALVANIZED METAL EDGE TRIM AT ALL GWB WORK.9.THE G.C. SHALL SUBMIT ALL SHOP DRAWINGS, SAMPLES, CATALOG CUTS ETC., INCLUDING COLOR CHARTS FORPAINTS AND STAINS FOR ALL EXTERIOR AND INTERIOR FINISHES, TO THE ARCHITECT & OWNER FOR SELECTION,REVIEW AND APPROVAL PRIOR TO ORDERING, FABRICATION OR INSTALLATION.10.ALL PARTIES SHALL BE RESPONSIBLE FOR CONFORMING TO 2015 IBC AND AMENDMENTS TO THE M.S.B.C. SECTION107.6 FOR CONSTRUCTION CONTROL.11.THE G.C. AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE ENGINEERING DESIGN LAYOUT ANDINSTALLATION FOR ANY COLD-FORMED METAL FRAMING AS PER M.S.B.C. METAL STUDS SHALL BE INSTALLED ASREQUIRED TO SUIT FIELD CONDITIONS. BRACE AS REQUIRED BY M.S.B.C. CH.16 AND FIELD CONDITIONS. PROVIDESEALED AND SIGNED ENGINEERED SHOP DRAWINGS & CALCULATIONS INDICATING MATERIAL CHARACTERISTICS,DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIPS W/ADJACENT CONSTRUCTION- TYP. BY AMASSACHUSETTS STATE REGISTERED P.E.12.INSTALL USG .093 (OR APPROVED EQUAL) CONTROL JOINTS @ 30'-0" O.C. MAX. OR AS PER MANUFACTURER'SSUGGESTED DETAILS AND SPECIFICATIONS.13.PERFORM ALL WORK IN ACCORDANCE WITH THE M.S.B.C. AND ADAAG (WHERE MORE RESTRICTIVE), AS WELL ASALL LOCAL BY-LAWS, ORDINANCES AND FIRE STATUTES.14.THE G.C. SHALL INSTALL ALL INTERIOR FINISHES AT ALL SURFACES INDICATED ON THE DRAWINGS INCONFORMANCE TO M.S.B.C. TABLE 803.11 & SECTION 804.15.THE G.C. SHALL INSTALL ALL DOORS HAVING LEVER HARDWARE TO CONFORM TO 521 CMR, AAB & ADAAG (WHEREMORE RESTRICTIVE).16.THE G.C. SHALL COORDINATE WITH THE MEP ENG. DWGS AND SUB-CONTRACTORS AND PROVIDE ANY ACCESSPANELS REQUIRED BY CODE AND AS REQUESTED BY THE OWNER & TENANT.ELECTRICAL NOTES1.G.C. TO COORDINATE WITH FIRE ALARM DWGS & SUB-CONTRACTOR TO LOCATE AND PROVIDE EMERGENCYLIGHTING, EXIT SIGNS AND EXIT LIGHTS AS PER M.S.B.C. SECTION 1008 & 1013 G.C. TO COORDINATE LOCATIONS &SPECIFICATIONS WITH ARCHITECT PRIOR TO COMMENCING WITH THE WORK.2.THE G.C. AND ELECTRICAL SUBCONTRACTOR SHALL REVIEW LIGHT FIXTURE CUTS & SPECIFICATIONS WITHARCHITECT AND OWNER PRIOR TO ORDERING AND PRIOR TO THE WORK.3.THE G.C. SHALL COORDINATE THE WORK OF ALL TRADES REGARDING CEILING-MOUNTED ANDABOVE-CEILING-MOUNTED EQUIPMENT, DEVICES AND FIXTURES.4.THE ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO THE UPGRADES TO NEC &MEC, LATEST EDITIONS, FOR ALL ELECTRICAL WORK.5.COORDINATE MASTER BOX, KNOX BOX, AND BEACON LOCATIONS WITH THE ELECTRICAL/FIRE ALARMENGINEERING DRAWINGS AND THE LOCAL FIRE DEPARTMENT REQUIREMENTS.MISCELLANEOUS:1.G.C. TO COORDINATE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIREPROTECTION, AND FIRE ALARM ENGINEERING DWGS. FOR VERIFICATION OF ALL PROJECT REQUIREMENTS.DEMOLITION SPECIFICATIONS:1.GENERAL1.A.SUBMIT FOR APPROVAL SELECTIVE DEMOLITION SCHEDULE, INCLUDING SCHEDULE AND METHODS FORCAPPING AND CONTINUING UTILITY SERVICES.1.B.USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED INTHE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS ANDTHE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.1.C.ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY,OSHA, 29 CMR 10 AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVINGJURISDICTION.1.D.THE DEMOLITION CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL LOCAL & STATEREQUIREMENTS FOR PROTECTION OF PERSONS, PROPERTY, TRAFFIC, CONTROL, BARRICADES, TEMP.LIGHTING, ETC. FOR THE DURATION OF THE DEMOLITION CONTRACT.1.E.GENERAL CONTRACTOR TO PROVIDE AND COORDINATE A SCHEDULE FOR DEMOLITION WITH SPECIFIC ITEMSTO CONFORM WITH SCHEDULING FOR OTHER TRADES REQUIRED TO COMPLETE OR PERFORM A DIRECTLYRELATED PORTION OF WORK. THE G.C. SHALL COORDINATE WITH OWNER AND ABUTTERS REGARDINGDEMOLITION, NOISE, INTRUSIVE LIGHTING, ETC. PRIOR TO CONSTRUCTION AT A PRE-CONSTRUCTIONCONFERENCE.1.F.G.C. TO VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION1.G.G.C. TO DEMOLISH ALL ITEMS INDICATED DASHED. REPORT TO ARCHITECT ANY DISCREPANCIES PRIOR TODEMOLITION.1.H.ALL DEMOLITION AT THE CEILINGS TO BE DONE CAREFULLY, SO NOT TO DAMAGE EXISTING FIRESUPPRESSION SYSTEM. SUB CONTRACTOR IS RESPONSIBLE FOR FULL SURVEY OF EXISTING TO COORDINATETHE AREAS OF DEMOLITION, RENOVATION, AND ADDITION TO THE EXISTING SYSTEM. CONTRACTOR ISRESPONSIBLE FOR SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY THE LOCAL A.H.J, ANDCOORDINATION WITH G.C. AND LOCAL A.H.J. FOR ANY POTENTIAL SHUT DOWN OF THE EXISTING SYSTEM.1.I.DEMOLITION WORK COMPLETED IN OR ADJACENT TO PHASE 1 WORK MUST BE COMPLETED USING CLEANROOM STANDARDS. G.C. TO COORDINATE WITH DEMOLITION SUB-C & TENANT ON REQUIREMENTS ANDSCHEDULING PRIOR TO COMMENCING WORK.2.HANDLING2.A.WHEN THE NATURE OF DEMOLITION WORK REQUIRES THEIR USE, ERECT AND MAINTAIN DUST CHUTES &BARRIERS FOR THE DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS.2.B.REMOVE AND SALVAGE DEBRIS FROM THE SITE AS IT ACCUMULATES ON A DAILY BASIS. DO NOT STORE, SELL,BURN, OR OTHERWISE DISPOSE OF DEBRIS ON THE SITE. REMOVE ALL MATERIALS IN SUCH A MANNER AS TOPREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROM THE SITE, CLEANAND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. ALL MATERIALS SHALL BE DISPOSED OF IN A LEGALMANNER OFF-SITE.2.C.ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, PARTITIONS, BARRICADES, WARNING SIGNS,LIGHTS, AND GUARDS NECESSARY TO PROTECT ADJACENT BUILDING OCCUPANTS, AND WORKERS FROMINJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.2.D.DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGEVALUE WHICH ARE NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO OWNER SHALL BEREVIEWED WITH OWNER AS TO WHETHER THEY CAN BE REMOVED FROM THE PREMISES. STORAGE OR SALEOF ITEMS AT PROJECT SITE IS PROHIBITED. DEMOLISHED MATERIAL SHALL BE COMPLETELY REMOVED FROMTHE SITE AND DISPOSED OF USING LEGAL METHODS.2.E.DO NOT CLOSE OR OBSTRUCT THE MEANS OF EGRESS, CORRIDORS, OR OTHER OCCUPIED SPACES. REVIEWANY SEQUENCE OR PHASING ISSUES W/ BKA ARCHITECTS, OWNER, TENANT, AND LOCAL PROJECTREPRESENTATIVE. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER ORAUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.2.F.CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORMTEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY.3.SEQUENCING AND EXECUTION3.A.AFTER CAREFUL STUDY OF THE CONTRACT DOCUMENTS, DETERMINE THE LOCATION AND EXTENT OFSELECTIVE DEMOLITION TO BE PERFORMED.3.B.VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIOR TOSTARTING THE WORK.3.B.1.CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.3.B.2.MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMAN TO ALSO IDENTIFY ITEMS TO BEREMOVED, ITEMS TO BE LEFT IN PLACE INTACT, ITEMS TO BE SALVAGED AND/OR FOR REUSE ANDRELOCATION, AND ITEMS TO BE REMOVED AND SORTED FOR RECYCLING.3.C.PREPARE AND FOLLOW AN ORGANIZED PLAN FOR DEMOLITION AND REMOVAL OF ITEMS.3.C.1.SHUT OFF, CAP, AND OTHERWISE PROTECT EXISTING UTILITY LINES IN ACCORDANCE WITH THEREQUIREMENTS OF THE PUBLIC AGENCY OR UTILITY HAVING JURISDICTION. NOTIFY DIG-SAFE ANDLOCAL JURISDICTION PRIOR TO EXCAVATION.3.C.2.COMPLETELY REMOVED ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVED, LEAVINGSURFACES CLEAN, SOLID, AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. IN ALLACTIVITIES, COMPLY WITH PERTINENT REGULATIONS & GOVERNMENTAL AGENCIES HAVINGJURISDICTION.3.D.USE MEANS NECESSARY TO PREVENT DUST BECOMING A NUISANCE TO WORKERS IN THE BUILDING, THEPUBLIC, NEIGHBORING BUILDINGS, AND TO OTHER WORK BEING PERFORMED.3.E.SCHEDULE & EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS AND ADJACENT PROPERTYAGAINST DAMAGE BY WIND-BLOWN OR FALLING DEBRIS.3.F.IN THE EVENT DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACE SUCHITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL INCREASE IN COST OR TIME TO THE OWNER.3.G.WHERE EXISTING CONSTRUCTION TO REMAIN IS AFFECTED BY DEMOLITION OR INSTALLATION OF NEW WORK,PATCH, REPAIR OR REPLACE THE WORK AT SURFACES WHICH HAVE BEEN DAMAGED AND FINISH TO MATCHEXISTING (T.M.E.) ADJACENT CONSTRUCTION.3.H.FINISH NEW AND EXISTING SURFACES AS SCHEDULED. CLEAN EXISTING SURFACES OF DIRT, GREASE, ANDLOOSE PAINT BEFORE REFINISHING.3.I.COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-USE, SHUT-OFF, STUB-OFF, CAPPING-OFF, ORUPGRADING OF ALL EXISTING, PLUMBING, HVAC, FIRE PROTECTION, FIRE ALARM, SECURITY AND ELECTRICALSYSTEMS, EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT LIMITED TO, UTILITY LINES, DUCTS,CONNECTIONS, PANELS, VENTS, FANS, PIPING, DEVICES, CONTROLS, OUTLETS, AND CONDUIT DURINGCONSTRUCTION AS REQUIRED, AS SCHEDULED, OR AS SPECIFIED IN ACCORDANCE WITH ALL LOCAL,MUNICIPAL AND STATE CODES TO SUIT THE WORK.4.SCOPE4.A.ITEMS TO BE SALVAGED FOR REUSE OR TO BE SORTED FOR RECYCLING:4.A.1.ALL METAL PRODUCTS, INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METALS, ORNAMENTALMETALWORK, METAL DOORS AND FRAMES, STRUCTURAL STEEL, PLEXIGLASS, ALL UNDAMAGEDACOUSTICAL CEILING PANELS & DUCTWORK.4.A.2.MEP ITEMS PER CONTRACTOR. ALL ALUMINUM PRODUCTS, INCLUDING BUT NOT LIMITED TOALUMINUM DOORS, FRAMES, AND DUCTWORK.4.A.3.CARPET, REFER TO MANUFACTURERS RECYCLING METHODS & REQUIREMENTS FOR PICKUP.4.A.4.ANY OTHER ITEMS DEEMED RECYCLABLE BY THE G.C., OWNER OR ARCHITECT PRIOR TO THE STARTOF DEMOLITION.4.B.REMOVAL OF HAZARDOUS MATERIALS:4.B.1.IN THE EVENT THAT HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION WHICH HAVENOT BEEN RENDERED HARMLESS, THE G.C. SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTEDAND REPORT THE CONDITION TO THE OWNER AND ARCHITECT IN WRITING. WORK SHALL NOT BERESUMED UNTIL THE MATERIAL IS RENDERED HARMLESS.4.B.2.G.C. SHALL FORWARD ALL TESTING REPORTS AND DOCUMENTATION INDICATING REMOVAL OFHAZARDOUS MATERIALS TO OWNER AND ARCHITECT.CONSTRUCTION NOTES1.USE NO COMBUSTIBLE MATERIALS OVER SUSPENDED CEILINGS. FIRE RETARDANT TREATMENTSWILL BE EXTENDED TO STRUCTURAL CEILING WHEREVER REQUIRED FOR COMPLIANCE WITH CODEREQUIREMENTS.2.USE MINIMUM 20 GAUGE METAL STUDS OR 7/8" METAL FURRING CHANNELS, TYPE AND SPACING INACCORDANCE WITH LOCAL BUILDING REQUIREMENTS, NORMAL SPACING OF 16" O.C., FORFRAMING PARTITIONS AND SIMILAR CONSTRUCTION, U.N.O.3.WOOD DOORS AND FRAMES SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE AMERICANWOODWORK INSTITUTE "QUALITY STANDARDS" AND "NATIONAL WOODWORK MANUFACTURERSASSOCIATION" SPECIFICATION UNLESS OTHERWISE SPECIFIED.4.GYPSUM BOARD SHALL BE 5/8" THICK AND SHALL BE MOISTURE AND WATER RESISTANT GRADE INALL WET AREAS, INCLUDING TOILET ROOMS.5.ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FINISH, UNLESS OTHERWISE NOTED.6.SEE GC203 AND FIRE ALARM DRAWINGS FOR PATH OF EGRESS AND FIRE ALARM PLAN.7.UNLESS NOTIFIED OR STATED TO THE CONTRARY, THE G.C. IS RESPONSIBLE FOR OBTAINING ALLNECESSARY PERMITS. THE G.C. IS RESPONSIBLE FOR THE PICK-UP OF THE PERMIT AND ALLASSOCIATED FEES. G.C. IS RESPONSIBLE FOR ALL INSPECTIONS AND APPROVALS NEEDED TOMEET ALL APPLICABLE CODES.8.WHERE REQUIRED BY LOCAL JURISDICTIONS IT SHALL BE THE RESPONSIBILITY OF THEELECTRICAL, PLUMBING, SPRINKLER, & FIRE ALARM SUB-CONTRACTORS, TO OBTAIN ALLNECESSARY PERMITS & ALL ASSOCIATED FEES FOR THEIR PERMITS RESPECTIVELY. THISINCLUDES ANY EXPEDITED FEES NECESSARY TO OBTAIN SUCH PERMITS.9.THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE TENANT, THROUGH HISAUTHORIZED REPRESENTATIVE, ALL WORK WHICH MAY CAUSE INTERRUPTION TO THE EXISTINGMECHANICAL, ELECTRICAL SYSTEM, OR BUILDING OPERATIONS. ADVANCED NOTICE SHALL ALSOBE GIVEN TO THE OWNER'S & TENANT'S REPRESENTATIVE FOR ANY WORK WHICH WILL INTERFEREWITH THE FIRE SAFETY AND SECURITY SYSTEMS WITHIN THE BUILDING.10.THE CONTRACTOR SHALL NOT DETAIL, ORDER, AND/OR FABRICATE ANY MATERIAL WITHOUTCOORDINATING SAME WITH THE ACTUAL FIELD CONDITIONS. THE CONTRACTOR ALONE ISRESPONSIBLE FOR THE PROPER FITTING AND CONNECTION OF THE NEW CONSTRUCTION TO THEEXISTING CONSTRUCTION.11.ALL FIREPROOFING OR SEALANTS THAT ARE DAMAGED AS A RESULT OF WORK SHALL BE PATCHEDWITH MATERIALS AND THICKNESS TO MATCH EXISTING.12.THE CONTRACTOR SHALL ACCEPT AND UNLOAD DELIVERY OF ALL FURNISHED CONSTRUCTIONMATERIALS, EQUIPMENT, AND FIXTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLMATERIALS ONCE DELIVERED. UPON ARRIVAL, CONTRACTOR MUST CHECK THE CONDITION ANDQUANTITIES OF THE MATERIALS DELIVERED.13.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SEE THAT ALL CUTTINGAND PATCHING REQUIRED FOR THE INSTALLATION OF ALL MATERIALS BY ALL TRADES ISPROPERLY EXECUTED AS DESCRIBED WITHIN THIS SCOPE OF WORK SHOWN ON THE DRAWINGSOR ISSUED DOCUMENTS.14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER & TENANT THE AREAS OF THE SITE FORDELIVERY & STORAGE OF MATERIAL.15.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALLAPPLICABLE BUILDING, ELECTRICAL, SAFETY AND SANITARY LAWS ENFORCED IN THE STATE ANDTOWN WHERE THIS PROJECT IS LOCATED. THE CONTRACTOR AND SUBCONTRACTORS SHALL BERESPONSIBLE FOR ANY VIOLATION OF THE SAME AND SHALL MAKE ALL WORK ACCEPTABLE TOTHE PUBLIC DEPARTMENT INVOLVED WITHOUT EXTRA CHARGE.16.THE GENERAL CONTRACTOR AND SUPPLIERS OF LABOR AND MATERIALS SHALL PROVIDE A ONE (1)YEAR GUARANTEE ON ALL WORK AND MATERIALS FROM THE DATE OF SUBSTANTIAL COMPLETIONAND COMPLETION OF ALL PUNCH LIST ITEMS TO THE COMPLETE SATISFACTION OF THE OWNER.17.THE GENERAL CONTRACTOR AND SUPPLIERS OF LABOR AND MATERIALS SHALL ABIDE BY ALL THEBUILDING RULES AS SUPPLIED BY BUILDING OWNER & TENANT.18.INITIATION OF WORK BY THE CONTRACTOR REPRESENTS THAT THE GENERAL CONTRACTOR ANDDEMOLITION CONTRACTOR VISITED THE SITE PRIOR TO BIDDING, ARE FAMILIAR WITH THE SITECONDITIONS AND INCORPORATED THE CONDITIONS INTO THE SCOPE OF WORK.19.PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS ASREQUIRED TO MAKE ASSEMBLY RIGID.20.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS & STRUCTUREPARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES.21.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISESTO INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THEINSTALLATION OF THE EQUIPMENT & O.F.C.I. ITEMS.22.G.C. SHALL COORDINATE, SUPPLY & INSTALL PROPER AND ADEQUATE ANCHORS, FURRING,BLOCKING, STUDS, AND SIMILAR PROVISIONS TO SUPPORT ALL MILLWORK & SHELVING FIXTURESOR RACK SYSTEMS (INCLUDING TENANT OR OWNER PROVIDED ITEMS) & CONTRACTOR ITEMS, FORA FIRM, SECURE, AND CONCEALED SUPPORTOR ATTACHMENT OF WALL OR COLUMN FIXTURES,LIGHTING FIXTURES, TOILET ROOM ACCESSORIES, AND SERVICE FACILITIES AT LOCATIONSINDICATED BY PLANS AND/OR ELEVATIONS AND/OR DETAILS. GC SHALL COORDINATE WITHMILLWORK CONTRACTOR FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKINGREQUIREMENTS AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS,PARTITIONS, COLUMNS, ETC. IF REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, WOODBLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT AS NEEDED.23.G.C. SHALL COORDINATE WITH THE FIRE ALARM SUB-CONTRACTOR FOR THE INSTALLATION OFANY FIRE ALARM SYSTEM REQUIRED BY THE LOCAL FIRE MARSHALL OR FIRE DEPARTMENTOFFICIAL.24.ANY & ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE FILLED, TAPED, SEALED,ETC. USING FIRE PROTECTION MATERIAL IN ACCORDANCE WITH ANY OR ALL LOCAL, STATE, ORFEDERAL CODES.NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_G-101_GENERAL_NOTES.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITG101GENERAL NOTES
FFLEGENDFIRE EXTINGUISHER INSEMI-RECESSED CABINETHORN/STROBEMOUNTED 80" A.F.F.MANUAL PULL STATIONMOUNTED 48" A.F.F.FIRE ALARM STROBEMOUNTED 80" A.F.F.EMERGENCY EXIT LIGHTING,COORD. WITH ELECTRICAL DWGS.FIRE ALARM CONTROL PANELMAX TRAVEL DISTANCENOTES:1.REFER TO ELECTRICAL DWGS FOR NEWREQUIRED EMERGENCY LIGHTING2.G.C. TO COORDINATE PLACEMENT OF FAEQUIPMENT WITH ARCHITECTURAL & FADWGS, AND NOTIFY ARCHITECT OF ANYCONFLICTS.FACPFSCALE:1EGRESS PLAN1/4"=1'-0"5'-612"
3'-0"
MIN. CLR DISPLAYFURNITURELOUNGEFURNITUREEGRESS #1*ACCESSIBLE*MAX TRAVEL DISTANCE = +/- 55'-4"(MAX ALLOWED IN DISPENSARY = 75'-0")OVERALLDIAGONAL = 76'-11"(1/2 = 38'-6")POS #1MAABEGRESS #1*ACCESSIBLE*N1A301EXISTING LANDSCAPE BERMADJACENTTENANTN.I.C.RECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111FEOFFICE104JANITORCLOSET103RECEIVING107ASECURITY110CHECK-IN FEFEFEIT108595 NSF232 NSF26 NSF41 NSF527 NSF66 NSF66 NSF94 NSF38 NSF61 NSF1,264 SFSTAFFSALES AREA102A386 SFBOTTLE FILLERTV TV50'-814"EGRESS SEPARATIONTRAVEL
DISTANCE= 62'-6"±ATM TOMEET MAABSTANDARDSITEMALLOWABLEPROPOSEDEGRESSCEILING HEIGHTSECT. 1003.2THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6"ALLOWABLE PROJECTIONS IN ACCORDANCE WITH 1003.3 SHALL BE NO LESS THAN 80" A.F.F.CONFORMS.MAXIMUM FLOOR AREAALLOWANCES PER OCCUPANTTABLE 1004.1.2BUSINESS AREAS = 100 GROSS, MERCANTILE AREAS = 60 GROSS, ACCESSORY STORAGE / SHIPPING AREAS,MECHANICAL EQUIPMENT ROOM = 300 GROSS,REFER TO DESIGN OCCUPANT LOAD TABLETHIS SHEET.REQUIRED CAPACITY BASED ONOCCUPANT LOADSECT. 1005.3THE MINIMUM EGRESS WIDTH SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY EITHER0.3 INCHES (STAIRWAYS) OR 0.2 INCHES (OTHER EGRESS COMPONENTS)CONFORMS. REFER TO DESIGN OCCUPANTLOAD TABLE THIS SHEET.SPACES WITH ONE EXIT OR EXITACCESS DOORWAYTABLE 1006.2.1IN OCCUPANCY GROUP M, ONE EXIT IS ALLOWED IF THE MAXIMUM OCCUPANT LOAD DOES NOT EXCEED 49 ANDTHE MAXIMUM COMMON PATH OF TRAVEL DOES NOT EXCEED 75 FEET.CONFORMS. REFER TO EGRESS PLANS.EXIT & EXIT ACCESS DOORWAYCONFIGURATIONSECT. 1007.1.1WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATIONTHEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APARTEQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THEBUILDING OR AREA TO BE SERVED.CONFORMS. REFER TO EGRESS PLANS.ACCESSIBLE MEANS OF EGRESSSECT. 1009.1ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS.CONFORMS. REFER TO DESIGN OCCUPANTLOAD TABLE THIS SHEET & EGRESS PLANS.SIZE OF DOORSSECT. 1010.1.1DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32 INCHES. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAFSHALL BE 48 INCHES. THE HEIGHT OF DOOR OPENINGS SHALL NOT BE LESS THAN 80 INCHES. DOOR OPENINGS TOSTORAGE CLOSETS LESS THAN 10 SQUARE FEET IN AREA SHALL NOT BE LIMITED BY THE MINIMUM WIDTH. DOORCLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FLOOR.CONFORMS. REFER TO DESIGN OCCUPANTLOAD TABLE THIS SHEET & EGRESS PLANS.DIRECTION OF DOOR SWINGSECT. 1010.1.2.1PIVOT OR SIDE-HINGED SWINGING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVINGA ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS.CONFORMS. REFER TO EGRESS PLANS.DOOR ARRANGEMENTSECT. 1010.1.8SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF THE DOORSWINGING INTO THE SPACE. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROMTHE SPACE BETWEEN THE DOORS.CONFORMS. REFER TO EGRESS PLANS.EXIT ACCESS TRAVEL DISTANCETABLE 1017.2200' = MAXIMUM EXIT ACCESS TRAVEL DISTANCE ALLOWED IN GROUP M WHEN THE BUILDING IS EQUIPPEDTHROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM.CONFORMS. REFER TO EGRESS PLANS.MINIMUM CORRIDOR WIDTHTABLE 1020.2MINIMUM CORRIDOR WIDTH IS 44 INCHES, WITH THE EXCEPTION OF SPACES WITH AN OCCUPANT LOAD LESS THAN50, WHERE A 36" MINIMUM CORRIDOR WIDTH IS ALLOWEDCONFORMS. REFER TO EGRESS PLANS.DEAD END CORRIDORSSECT. 1020.4WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGEDSUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH.CONFORMS. REFER TO EGRESS PLANS.EXIT DISCHARGESECT. 1028.1EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE ATGRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TO GRADE. THE EXIT DISCHARGE SHALL NOT REENTER ABUILDING.CONFORMS. REFER TO EGRESS PLANS.EXIT SIGNS, LIGHTS, ANDEMERGENCY LIGHTINGSECT. 1008, 1013, & 1025EXIT SIGNS, LIGHTS, & EMERGENCY LIGHTING SHALL COMPLY WITH SECTIONS 1008, 1013, AND 1025 OF THE IBC, AS WELL AS THE MEC, AND NEC. THE GENERALCONTRACTOR SHALL COORDINATE W/ ENGINEER DWGS AND CONFORM TO THE M.S.B.C. AND COORDINATE WITH THE BUILDING DEPARTMENT AND FIREDEPARTMENT FOR FINAL LOCATIONS AND CONTROLS, EXIT SIGNS, LIGHTING, EMERGENCY LIGHTING, FIRE ALARM DEVICES, ETC.HANDICAP ACCESSIBILITY - 521CMRACCESSIBILITY REQUIREMENTS SHALL BE IN ACCORDANCE WITH 521 CMR, AAB, AND THE ADAAG WHERE MORE RESTRICTIVE.ITEMALLOWABLEPROPOSEDUSE GROUP OR OCCUPANCYCLASSIFICATIONSECT. 304.1, & 309.1, S11.2(B) BUSINESS, (M) MERCANTILE, (S-1) STORAGEPRIMARY USE: (M) MERCANTILESECONDARY USES: (B) BUSINESS, (S-1) STORAGEADDRESS IDENTIFICATIONSECT. 501.2THE BUILDING SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTYBUILDING HEIGHTTABLE 504.3NON-SPRINKLERED, TYPE IIB =55' ABOVE GRADE PLANE± 14'-7" ABOVE GRADE PLANENUMBER OF STORIESTABLE 504.4NON-SPRINKLERED, TYPE IIB =2 STORIES1 STORYBUILDING AREATABLE 506.2NON-SPRINKLERED, TYPE IIB =12,500 SFSCOPE OF WORK IS 3,048 SFNONSEPARATED OCCUPANCIESSECT. 508.3.3NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIESFIRE RESISTANCE RATINGTYPES OF CONSTRUCTIONTABLE 601FIRE RESISTANCE RATING OF BUILDING ELEMENTS (HOURS): FOR TYPE IIBCONSTRUCTION OF ALL BUILDING ELEMENTS ARE REQUIRED TO BE "0"HOURS EXTERIOR "0" HOURS INTERIOR.TYPE IIIB, "0" HOURS FOR INTERIOR PARTITIONSCONSTRUCTION CLASSIFICATIONTABLE 602FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASEDON FIRE SEPARATION DISTANCE: FOR TYPE IIB ≥ 30 FEET SHALL BE "0"HOURSTYPE IIIB ≥ 30 FEET BUILDING SEPARATION, "0" HOURSFIRE AND SMOKE PROTECTION FEATURESCH. 7THE GENERAL CONTRACTOR, FIRE PROTECTION SUBCONTRACTOR, AND ELECTRICAL SUBCONTRACTOR SHALL CONFORM TO MSBC AND COORDINATEWITH THE LOCAL MUNICIPALITY FIRE DEPARTMENT, OWNER'S I.S.O., AND NFPA 13 FOR ALL FIRE ALARM / FIRE PROTECTION SYSTEM REQUIREMENTSPRIOR TO COMMENCING WORK. G.C. TO PROVIDE THREE TIERS OF DOCUMENT SUBMITTALS PER 780 CMR SECT. 901.2.1.INTERIOR WALL & CEILING FINISHREQUIREMENTS BY OCCUPANCYTABLE 803.11GROUP M, NON-SPRINKLERED:EXIT STAIRWAYS & RAMPS, EXIT PASSAGEWAYS = ACORRIDORS & ENCLOSURE FOR EXIT ACCESS STAIRWAYS & RAMPS = BROOMS & ENCLOSED SPACES = CINTERIOR FLOOR FINISHSECT. 804IN GROUP M, INTERIOR FLOOR FINISH & FLOOR COVERING MATERIALS IN ENCLOSURES FOR STAIRWAYS AND RAMPS, EXIT PASSAGEWAYS,CORRIDORS AND ROOMS OR SPACES NOT SEPARATED FROM CORRIDORS BY PARTITIONS EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF THECEILING SHALL WITHSTAND A MINIMUM CRITICAL RADIANT FLUX NOT LESS THAN CLASS II PER NFPA 253.PORTABLE FIRE EXTINGUISHERSSECT. 906PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED & INSTALLED IN ACCORDANCE WITH NFPA10MAX 11,250 SF PER FIRE EXTINGUISHER, MAX 75' TRAVEL DISTANCE BETWEEN EXTINGUISHERS.EXTINGUISHERS ARE REQUIRED WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT, AND IN SPECIAL-HAZARD AREAS WHERE REQUIRED BY THEFIRE CODE OFFICIAL.FIRE ALARM & DETECTION SYSTEMSSECT. 907THE FIRE PROTECTION & SIGNALING SYSTEMS & DEVICES SHALL CONFORM TO 780 CMR 907, NFPA 70 & 72. COORDINATE WITH THE LOCALMUNICIPALITY BUILDING AND FIRE DEPARTMENTS PRIOR TO & DURING THE WORK.NOTE: THE FOLLOWING NARRATIVE IS BASED ON BKA'S ON-SITE INVESTIGATION AND EVALUATION AS REQUIRED BY THE 2015 IEBC AS AMENDED BY MSBC 780 CMR - 9TH EDITION. TO THE BESTOF BKA'S KNOWLEDGE AND BELIEF, THE EXISTING BUILDING ENCLOSURE INCLUDING STRUCTURE & EXTERIOR ENVELOPE ASSEMBLY HAVE BEEN REVIEWED BY THE LOCAL MUNICIPALITYBUILDING & FIRE DEPARTMENTS. AS PER 780 CMR 102.6.1, BKA PRESUMES THE BUILDING MEETS THE PROVISIONS OF THE APPLICABLE LAWS, CODES, RULES, OR REGULATIONS, BYLAWS ORORDINANCES IN EFFECT AT THE TIME THE BUILDING WAS CONSTRUCTED AND SHALL BE ALLOWED TO BE OCCUPIED PURSUANT TO ITS USE AND OCCUPANCY. THE BUILDING OWNER SHALLMAINTAIN THE BUILDING IN ACCORDANCE WITH 780 CMR 102.6.1. BKA FOUND NO CITATIONS RE: VIOLATIONS REGARDING LIGHTING, VENTILATION, OR EGRESS.780 CMR (2015 IBC AS AMENDED) CODE REVIEW & NOTES:DESIGN OCCUPANT LOADSPACEGROSSSQUAREFTOCC/SFMAXIMUMOCCUPANTSMIN #EXITSEXITSPROVIDEDMAABEXITSREQ'DMAABEXITSPROVIDEDMIN.WIDTHWIDTHPROVIDEDSTORAGE / SERVICE405300 GROSS222020.4"34" MIN.OFFICE / BUSINESS574100 GROSS622021.2"34" MIN.MERCANTILE - STAFF38660 GROSS712021.4"34" MIN.MERCANTILE - PUBLIC1,46660 GROSS2911115.8"34" MIN.BUILDING TOTAL:3,028 SF42 OCC.12PLUMBING COUNTUSEMAXTOTALOCC'SWOMENMENTOILETSREQ'D(FEMALE)TOILETSREQ'D(MALE)TOILETSPROVIDEDURINALSREQ'DURINALSPROV'DLAVSREQ'DEA. SEXLAVSPROV'DSERVICESINKSREQ'DSERVICESINKSPROV'DEMPLOYEE(NON-INDUSTRIAL)11651(1 PER 20)1(1 PER 25)2 UNISEX0(33%)01(1 PER 40)2UNISEX1(1 PERFLOOR)1NOTES:·REQUIRED EMPLOYEE FIXTURES WITHIN 300' DEVELOPED DIRECT DISTANCE AWAY FROM THE REGULAR PLACE OF DAILYWORK ACTIVITY.NOTES:·SEE EGRESS PLANS FOR COMPLETE OCCUPANT LOAD ANALYSIS.·MINIMUM EGRESS WIDTH BASED ON .3 INCH FOR STAIRWAYS AND .2 INCH FOR OTHER EGRESS COMPONENTS.THE BUILDING SHALL BE IN COMPLIANCE WITH THEFOLLOWING:·780 CMR MASS. STATE BUILDING CODE, 9TH EDITION,AS AMENDED.·1/27/06 AAB: ARCH. ACCESS BOARD 521 CMR. W/LATEST REV.·TITLE III OF THE ADA, 28 CFR PART 36 REV. 9.15.10 ED,WHERE MORE RESTRICTIVE THAN THE AAB FORSPECIFIC APPLICABLE ASPECTS.·527 CMR 1.00, THE MASSACHUSETTSCOMPREHENSIVE FIRE SAFETY CODE, AS AMENDED·527 CMR 12.00, THE MASSACHUSETTS ELECTRICALCODE, AS AMENDED·NFPA LIFE SAFETY CODE 101-06, WHERE DIRECTLYREFERENCED BY MSBC SECTION, LATEST EDITION.·THE MASS FUEL & GAS PLUMBING CODE, ASAMENDED/ AND NFPA 54 NATIONAL FUEL GAS CODELATEST EDITION AND AMENDMENTS·NFPA 13 2007 EDITION·2015 INTERNATIONAL ENERGY CONSERVATION CODENLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_GC-201_EGRESS_PLAN.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITGC201EGRESS PLAN
60" MIN.SCALE:1AAB CLEARANCES1/4"=1'-0"18"MIN.15"MIN.15"MIN.30" MIN.
FROM
OUTER
FACE OF
EQUIPMENT
48" MIN.12"MIN.PULL SIDEFRONT APPROACHPUSH SIDEFRONT APPROACHELECTRICAL / MECHANICALEQUIPMENT CLEARANCE54" MIN.24"MIN.48" MIN.24"MIN.PULL SIDELATCH SIDE APPROACHPUSH SIDELATCH SIDE APPROACH60" MIN.36"MIN.42" MIN.18"MIN.PULL SIDEHINGE SIDE APPROACHPUSH SIDEHINGE SIDE APPROACH54" MIN.42"MIN.PULL SIDEHINGE SIDE APPROACH48" MIN.CLEAR OPENINGNO DOORDOOR SEPARATION CLEARANCES18"
MIN.
18"
MIN.48"MIN. CLEARREQ'DLAVATORY NOTES:1.PROVIDE A CLEAR SPACE 30"x48" MIN. IN FRONT OF THE LAVATORY. THE CLEAR SPACEMAY EXTEND INTO KNEE AND TOE SPACE UNDER LAVATORY.2.HOT WATER SUPPLY AND DRAIN PIPING UNDER LAVATORIES SHALL BE RECESSED,INSULATED, OR GUARDED TO PREVENT CONTACT.3.NO SHARP OR ABRASIVE ELEMENTS ARE ALLOWED UNDER LAVATORIES.4.FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITHONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF WRIST. THEFORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBS. LEVER OPERATED,PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OFACCEPTABLE DESIGN.5.SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10SECONDS.SCALE:2LAVATORY INSTALLATION3/4" = 1'-0"VITREOUS CHINALAVATORYPINOIRK-2035-8
VITREOUS CHINALAVATORYPINOIRK-2035-8
17"-25"9"
MIN.6"MAX.11"MIN.27" MIN.
KNEE CLEARANCE 8"MIN.29" MIN.
34" MAX.
40" MAX
B.O. REFLECTING
SURFACE30"X48" CLRFLOOR SPACEMAX 6 1/2" SINKDEPTH19" MAX.TOILET ACCESSORY NOTES:1.THE TOP OF ANY SHELF AND OR BOTTOM OF ANY MIRROR THAT IS PROVIDED ABOVE A SINKSHALL BE SET WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40INCHES ABOVE THE FINISH FLOOR.2.TOWEL DISPENSERS, DRYING DEVICES, OR OTHER TYPES OF DEVICES AND DISPENSERSSHALL HAVE AT LEAST ONE OF EACH DEVICE MOUNTED WITHIN THE ZONE OF REACH. ATLEAST ONE OF EACH DEVICES SHALL BE LOCATED WITHIN REACH OF A PERSON USING THEACCESSIBLE SINK.3.IF CONTROLS, RECEPTACLES, OR OTHER EQUIPMENT IS PROVIDED, THEN AT LEAST ONE OFEACH SHALL BE ON AN ACCESSIBLE ROUTE AND WITHIN THE REACH RANGES SPECIFIED IN521 CMR 6.00.SCALE:4ACCESSIBLE TOILET STALL DETAILS1/2"=1'-0"SEAT COVERDISPENSERTOWEL ANDTRASHRECEPTACLESHANDDRYERPRODUCTDISPENSERMIRROR40" MAX.18"17-19"
VITREOUS CHINALAVATORYPINOIRK-2035-8
18"42" MIN.72" MIN.90" MIN.12"
MIN.
32" MIN.ACCESSIBLE TOILET ROOM NOTES:1.DOORS TO SINGLE USER TOILET ROOMS MAY SWING INTO THE ROOM IF THE DOOR HAS ASELF-CLOSING DEVICE AND MANEUVERING SPACE IS PROVIDED IN ACCORDANCE WITH 521CMR 26.6. THE DOOR MAY SWING INTO THE ROOM IF THERE IS A CLEAR FLOOR SPACE OF30 INCHES BY 48 INCHES BEYOND THE SWING OF THE DOOR.2.AN UNOBSTRUCTED 60 INCH TURNING SPACE SHALL BE PROVIDED WITHIN AN ACCESSIBLETOILET ROOM. THE CLEAR FLOOR SPACE AT FIXTURES AND CONTROLS, THE ACCESSIBLEROUTE, AND THE TURNING SPACE MAY OVERLAP.3.GRAB BARS SHALL BE BETWEEN 1 1/4" AND 1 1/2" IN OUTSIDE DIAMETER, AND HAVE A 1 1/2"CLEARANCE BETWEEN THE BAR AND THE WALL. GRAB BARS SHALL BE NON-RUSTING ANDACID-ETCHED OR ROUGHENED. DISPENSERS OR OTHER DEVICES SHALL NOT BE MOUNTEDABOVE THE GRAB BARS.42" MIN.CLCL24" MIN.6"MAX.42"12"MAX.42"33"-36"
33"-36"SCALE:3ACCESSIBLE TOILET ROOM DETAILS1/2"=1'-0"30"X48" CLEAR SPACE REQ'DFORWARD REACHSIDE REACHFIRE ALARM, THERMOSTATROOM IDENTIFICATIONDOOR LEVERSOUTLETS1'-6"5'-0"4'-6"3'-0"NOTES:1. DIAGRAMS SHOWN ON THIS SHEET ARE NOT TO SCALE.2. ALL DIMENSIONS LABELED "HOLD" ARE MANDATED BY CODE AND MUST BE MAINTAINED.3. REFER TO CMR 521 SECTION 6.5 & 6.6 FOR ALL MOUNTING HEIGHTS.4. FORWARD REACH IS TO BE 15" TO 48", SIDE REACH IS 9" TO 54" WITHOUT OBSTRUCTION. REFER TO AAB 521 CMRSECTIONS 6.5-6.6.TYPICAL MOUNTING HEIGHTS9"
MIN.
15"
MIN.LEVERHANDLEEXIT STAIRSCOMPLIANT TACTILE SIGNAGE5'-0"1. DOOR OR WALL MOUNTED SIGNAGE2. ALL SIGNAGE SHALL CONFORM WITH M.A.A.B.GUIDELINES48" MAX.
54" MAX.ADULT SPECIFIC REQUIREMENTS:AAB (521 CMR) ACCESSORY AND FIXTURE MOUNTING HEIGHTSSIGNAGEROOMNAMECL48"30"X48" CLEAR SPACE REQ'DNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_GC-202_MAAB_ACCESSIBILITY_DETAILS.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITGC202MAAB ACCESSIBILITYDETAILS
DIVISION 1 - GENERAL REQUIREMENTSSECTION 01100 - SUMMARY1.1Contract Documents:A.Definitions:1.The term "Owner" used in these documents refers to the building Owner/Landlord, TOROVERDE MASS.2.The term "Tenant" used in these documents also refers to TOROVERDE MASS. One other tenant exists and more are proposed.3.The term "Contractor" used in these documents refers to the entity responsible for performing the Work under Construction Contract for the OWNER.1.2Scope of Work:A.The Work shall include construction of the site and building facilities as shown and specified in these Specifications and Drawings.SECTION 01300 - ADMINISTRATIVE REQUIREMENTS1.1Coordination:A.Immediately inform the Architect of discrepancies between the information indicated in the Contract Documents and existing project conditions, and ofdiscrepancies between information indicated on the architectural, structural, mechanical, plumbing and electrical documents.B.Prior to fabrication and installation of new components, field verify all existing and new dimensions and installation conditions that may affect the work. Do notscale the drawings to establish locations of items that are not located using dimensions.1.All dimensions are to finish face of gypsum or centerline of structure, unless otherwise indicated.2.Verify that all Subcontractors have reviewed and coordinated locations of their equipment and furnishings exposed to view with the architectural drawings.Review questions with the Architect.C.Coordinate new work indicated on the Contract Documents with new work that may be provided by the Owner and Tenant under separate contracts.D.Coordinate the work of Vendors, Contractors and Subcontractors providing fixtures, furniture and equipment identified as "by Tenant" in these drawings andspecifications.1.Notify the Tenant in timely fashion if any problems develop with the performance of these Vendors, Contractors or Subcontractors.E.Coordinate the scheduling, sequencing, and the work of all trades and Subcontractors to assure efficient and orderly sequences of installation of interdependentconstruction elements.F.Verify that the utility requirement characteristics of operating equipment are compatible with the building utility services. Coordinate work of the variousspecification sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment.G.Coordinate the installation and physical space requirements of plumbing, mechanical and electrical work that are indicated diagrammatically on the drawings.Follow routing shown for piping, ducts and conduit as closely as practical. Install runs parallel with and perpendicular to the line of the building. Utilize spaces asefficiently as possible to maximize accessibility for other work installation and for maintenance and for repair.1.Conceal piping, ducts and conduit within the construction, except as otherwise indicated.2.Coordinate locations of registers, fixtures and outlets with finish elements.H.Coordinate completion and cleanup work of all trades and Subcontractors in preparation for Substantial Completion.I.To minimize disruption of Tenant's activities after Tenant occupancy of the property, coordinate access to the property with the Tenant's Construction Managerfor correction of defective work and work not in accordance with the Contract Documents.1.2Submittals:A.Only when indicated in the specifications or drawings submit shop drawings, product data, and/or samples to the Architect for review. All submittals shall bemade directly to the architect by the general contractor. Only submittals for specified products will be accepted unless prior approval has been obtained for asubstitution (refer to Section 01630). Submittals shall be made with respect to the construction schedule to allow for adequate review time: allow (5) businessdays for review of submittals Divisions 3 through 10 and allow (10) business days for review of submittals in all other divisions.Shop drawings: Submit electronic copies of each sheet of drawings. Shop drawings are original drawings prepared by the subcontractor or vendor forthe purpose of conveying information to the architect and/or engineer on how a building element or product will be constructed insufficient detail for the architect and/or engineer to determine compliance with the design intent.In all cases one copy of the submittal shall be returned to the general contractor. Electronic submittals for shop drawing or product data in either PDF or DWFformat are acceptable for review. All submittals, regardless of format, must bear the general contractor's stamp indicating the submittal has been reviewed andapproved. Any submittal not meeting the requirements set forth will be rejected by the architect.1.3 Requests For InformationA. In the event that the general contractor, or a subcontractor, at any tier, determines that some portion of the drawings, specifications, or other contract documentsrequires a clarification or interpretation by the architect, the general contractor shall submit a Request For Information in writing to the architect in an electroniccopy.Requests for Information may only be submitted by the general contractor and may only be submitted to the architect. The general contractor shall clearly andconcisely set forth the issue for which clarification or interpretation is sought and why a response is needed from the architect or the architect's consultants. Inthe Request for Information, the general contractor shall set forth an interpretation or understanding of the requirement along with an explanation of why such anunderstanding was reached.B.The architect will review all Requests for Information to determine whether they are Requests for Information within the meaning of this term. If the architectdetermines that the document is not a request for information, it will be returned to the general contractor, un-reviewed as to content, for re-submittal in theproper form and in the proper manner.Responses to Requests for Information shall be issued upon receipt, but no later that five (5) working days of receipt of the Request from the general contractor;unless the architect determines that a longer amount of time is necessary to provide an adequate response. If a longer amount of time is determined necessaryby the architect, the architect will, within five (5) working days of receipt of the Request, notify the general contractor of the anticipated response time. If thegeneral contractor submits a Request for Information on an activity with five (5) working days or less of float on the current project schedule the generalcontractor shall not be entitled to any time extension due to the time it takes the architect to respond to the Request provided that the architect responds withinthe parameters set forth above.C. Responses to Requests for Information from the architect will not change any requirements of the contract documents. In the event that the general contractorbelieves that a response to a Request For Information will cause a change to the requirements of the contract documents, the general contractor shallimmediately give written notice to the architect and the tenant stating that the general contractor considers the response to be a Change Order. Failure to givesuch written notice immediately shall waive the general contractor's (or any subcontractor's) right to seek additional time or cost under the AdministrativeRequirements of these contractdocuments.SECTION 01400 - QUALITY REQUIREMENTS1.1Regulatory Requirements:A.Perform all work in accordance with applicable local, state, and federal building codes, plumbing codes, mechanical codes, electrical codes, ordinances andrules and regulations governing food service establishments.B.Comply with local, state and federal requirements governing accessibility.C.Obtain all required demolition and erosion control permits required by authorities having jurisdiction.1.2Quality Control:A.Maintain quality control over manufacturers, suppliers, products, services, site conditions and workmanship, to produce work of specified quality.B.Comply with manufacturer's instructions and applicable trade standards.C.Handle, install, connect, clean, condition and adjust products in strict accordance with manufacturer's instructions and complying with specified requirements.1.Request clarification from the Architect before proceeding, where manufacturer's instructions conflict with the Contract Documents.D.Comply with specified standards as a minimum quality for the Work, except when more stringent tolerances, codes or specified requirements indicate higherstandards or more precise workmanship.E.Perform work by persons qualified to produce workmanship of the specified quality. Secure products in place with positive anchorage devices designed, sizedand installed to withstand stress, vibration, physical distortion or disfigurement.F.All dimensions shall be considered "hold-to" dimensions unless indicated otherwise (e.g. minimum or maximum dimensions.)1.3Testing:A.Employ and pay for the services of an independent testing laboratory to perform inspections, tests and other services when required.B.Include inspection and tests as indicated in the specification sections, drawings, and as required by authorities having jurisdiction.1.Test concrete in accordance with Section 03300 and drawing requirements.2.Test structural steel in accordance with Section 05110 and drawing requirements.SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS1.1Provide temporary facilities and controls as shown and specified:A.Codes and Standards: Provide temporary construction facilities and controls complying with all applicable local, State and Federal local laws, regulations andcodes and utility company requirements.B.Temporary Heating, Ventilating and Cooling:1.Provide, pay for, and maintain all temporary heating, ventilating and cooling equipment and facilities required during the progress of the work to protectmaterials, finished work, and equipment against damage from low and high temperatures and humidity.C.Temporary Electrical Lighting and Power:1.Provide, pay for, and maintain all temporary electrical service for lighting and power required during the progress of the work. Include all necessary wiring,fuses, disconnect switches, safety devices, junction boxes, panels, ground fault protections, and transformer if required.2.Temporary service and lighting and power items and installations shall conform to the requirements of the NFPA National Electric Code and OSHAOccupational Safety and Health Act of 1970.D.Field Office, Telephone and Email:1.Provide and maintain a temporary field office at the project site during progress of the work. A designated area within the existing building will be availablefor use as a temporary field office. Verify area size and location with the Tenant.2.Maintain copies of permits, approved shop drawings, specifications, addenda and record documents at field office.3.Provide temporary telephone service and Internet service with email and photo capabilities to field office throughout progress of the work.4.Provide weekly photographic documentation of project progression to Tenant.E.Safety and Security1.Provide and maintain all necessary safety provisions for protection and safety of the project work, workers and general public.2.Provide and maintain operable fire extinguishing devices in well-marked, accessible locations throughout the project. Provide types, quantities andlocations in compliance with governing codes and ordinances.3.Provide all necessary security barriers and enclosures to protect the work and Tenant's operations from unauthorized entry of persons, vandalism andtheft. Provide doors, when required, with self-closing hardware and locks.F.Cleaning1.During Construction: Provide an approved on-site container for the use of all Contractors and Subcontractors for the collection of waste materials, debrisand rubbish. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish andwindblown debris, resulting from construction operations. Remove crates and cartons in which materials, equipment, or fixtures are received to on-sitecontainers daily.a.Maintain the property in a clean and orderly condition. Remove waste materials, debris and rubbish from the site on a daily basis and dispose of atlegal disposal areas away from the site.2.Dust Control:a.Remove debris and rubbish from pipe chases, plenums and other similar closed or remote spaces prior to covering or enclosing the space.b.Sweep and vacuum clean interior surfaces before start of surface finishing and painting. Continue cleaning on an as-needed basis until finishingand painting is completed.c.Cleaning operations shall be acceptable to the Tenant's Construction Manager.SECTION 01630 - SUBSTITUTIONS1.1General:A.Products, including materials, equipment and systems described in the Contract Documents establish the standards of required function, dimension,appearance, quality and performance of the Work. Base all bids on the "Standards" indicated.B.Requests by the Contractor for changes in products, manufacturers, fabricators, suppliers, installers, and methods of construction required by the ContractDocuments are considered requests for "substitutions:" Substitutions will be considered only under the following conditions:1.The indicated "Standard" cannot be provided within the Contract Time2.The indicated "Standard" cannot receive necessary approval by the governing authority.3.A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit as determined by the Architect.C.Submit each request for substitution to the Architect. Identify the product, manufacturer, fabricator, supplier, installer or the fabrication or installation method to bereplaced in each request. Identify related Specification Section and Drawing numbers. Provide documentation as directed by the Architect.D.Substitutions will not be considered when indicated on shop drawings or product data submittals without separate written request, when requested directly bysubcontractor, manufacturer, fabricator, or supplier, or when acceptance will require substantial revision of the Contract Documents.E.Substitute products, manufacturers, fabricators, suppliers, and installers shall not be used for the Project without Tenant and Architect's written acceptance.SECTION 01700 - EXECUTION REQUIREMENTS1.1Preparation:A.Protection of existing construction: Use all necessary care and appropriate means and methods to protect and prevent damage to existing construction andproperty not part of the Contract Work. Repair and refinish or replace construction and property damaged during construction work, at Contractor's expense.1.2Selective Demolition: Provide selective demolition as shown and specified.A.Preparation:1.Coordinate work of this Section with work of various Contractors and Tenant's staff.2.Maintain protected access at all times.3.Erect and maintain dust-proof interior partitions to prevent spread of dust or fumes.4.Disconnect, remove and cap designated utility services. Identify and mark locations of disconnected and capped utilities at the project site and on ProjectRecord Documents.5.Notify and coordinate with the Tenant's Construction Manager and the building Owner for any demolition occurring outside the lease limit.6.Coordinate hours of operation and construction access with the Tenant's Construction Manager and the building Owner.B.Selective Demolition1.Remove existing construction to accommodate new construction as indicated.2.Perform selective demolition in an orderly, systematic and careful manner with least possible disturbance to public and adjacent property. Use ofexplosives is prohibited.3.Immediately remove from the site and legally dispose of demolished materials, except as indicated otherwise. Do not burn or bury materials on the projectsite.1.3CleaningA.Final Cleaning: Perform final cleaning upon completion of project work.1.Remove waste and surplus materials, rubbish, tools, equipment and temporary construction facilities from the site.2.Clean exterior grounds; remove stains, spills and foreign materials from paved areas, power wash and sweep clean. Rake clean landscaped surfaces ofthe grounds.3.Remove temporary protection and labels not required to remain.4.Clean all finished surfaces. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from exposed interior andexterior surfaces.a.Clean all plumbing, fire protection and electrical fixtures and equipment including ceiling area elevated ductwork and lighting fixtures.b.Clean permanent equipment filters and replace temporary disposable filters in mechanical units used during construction.c.Clean ducts, blowers and coils if mechanical units were operated without filters during construction.5.Clean glazing and mirrors, polish transparent and glossy surfaces and clean floors with appropriate materials and equipment.6.Remove waste, foreign material and debris from roofs, areaways and drainage systems.7.Before Tenant occupancy, conduct an inspection, with the Tenant, of exposed interior and exterior surfaces at all work areas, to verify that the entire workis clean.1.4Starting and Adjusting:A.Prior to Substantial Completion, coordinate the start-up, test and balance, placement in operation and adjustment all systems, controls and equipment to verifyproper operation. All systems shall be complete and operating prior to final inspection.1.5Contract Closeout:1.The MEP/FP Engineer and Architect of Record shall review all closeout information PRIOR TO signing the necessary affidavits for permit signoff andcertificate of occupancy. This information includes. Significant design criteria.a.HVAC Test & Balance Reportsb.Fire Alarm System Record of Completion by subcontractor.c.Mechanical & Electrical subcontractor certificates of completion.d.NFPA 13 Subcontractor certificatione.Emergency lighting battery calculations2.The General Contractor shall deliver the following documents to the Architect for transmission to the Owner at the close of the project prior to finalpayment:a.Record drawingsb.Certificate of Substantial Completion AIA Document G704.c.Contractor's Affidavit of Payment of Debts and Claims AIA Document G706.d.Contractor's Affidavit of Release of Liens AIA Document G706A.e.Certificate of Occupancy issued by the City/Town inspectional Services Department.DIVISION 2 - EXISTING CONDITIONSSECTION 02400 - SELECTIVE DEMOLITION1.1General: Provide Selective Demolition in accordance with the Architectural Drawings, General Structural Notes, drawings and details.A.Submit for approval selective demolition schedule, including schedule and methods for capping and continuing utility services.B.Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with thespecified requirements and the methods needed for proper performance of the work of this section.C.All work shall comply with the rules and regulations of the division of industrial safety, osha, 29 cmr 10 and all other local, state and federal agencies andauthorities having jurisdiction.D.The demolition contractor shall coordinate and be responsible for all town of Norwood & massachusetts state requirements for protection of persons, property,traffic, control, barricades, temp. lighting, etc. for the duration of the demolition contract.E.General contractor to provide and coordinate a schedule for demolition with specific items to conform with scheduling for other trades required to complete orperform a directly related portion of work. the g.c. shall coordinate with owner and abutters regarding demolition, noise, intrusive lighting, etc. prior to constructionat a pre-construction conference.F.G.C. to verify all existing conditions prior to constructionG.G.C. to demolish all items indicated dashed. report to architect any discrepancies prior to demolition.H.All demolition at the ceilings to be done carefully, so not to damage existing fire suppression system. d/b sub contractor is responsible for full survey of existing tocoordinate the areas of demolition, renovation, and addition to the existing system. d/b contractor is responsible for shop drawings and calculations as requiredby the local a.h.j, and coordination with g.c. and local a.h.j. for any potential shut down of the existing system.I.Demolition work completed in or adjacent to phase 1 work must be completed using clean room standards. g.c. to coordinate with demolition sub-c & tenant onrequirements and scheduling prior to commencing work.2.1Handling:A.When the nature of demolition work requires their use, erect and maintain dust chutes & barriers for the disposal of materials, rubbish, and debris.B.Remove and salvage debris from the site as it accumulates on a daily basis. do not store, sell, burn, or otherwise dispose of debris on the site. remove allmaterials in such a manner as to prevent spillage. keep all pavements and areas adjacent to and leading from the site, clean and free of mud, dirt, and debris atall times. all materials shall be disposed of in a legal manner off-site.C.Erect and maintain temporary bracing, shoring, lights, partitions, barricades, warning signs, lights, and guards necessary to protect adjacent building occupants,and workers from injury, and/or damage, all in accordance with applicable rules and regulations.D.Do not damage building elements and improvements indicated to remain. items of salvage value which are not included on schedule of salvage items to bereturned to owner shall be reviewed with owner as to whether they can be removed from the premises. storage or sale of items at project site is prohibited.demolished material shall be completely removed from the site and disposed of using legal methods.E.Do not close or obstruct the means of egress, corridors, or other occupied spaces. review any sequence or phasing issues w/ bka architects, owner, tenant, andtown of Norwood project representative. do not interrupt utilities without the written permission of the owner or authorities having jurisdiction. if necessary,provide temporary utilities.F.Cease operations if public safety or remaining structures are endangered. perform temporary corrective measures until operations can be continued properly.3.1Sequencing and Execution:A.After careful study of the contract documents, determine the location and extent of selective demolition to be performed.B.Visit the site and verify the extent and location of selective demolition required prior to starting the work.1.Provide and maintain all necessary safety provisions for protection and safety of the project Carefully identify limits of selective demolition.2.Mark interface surfaces as required to enable workman to also identify items to be removed, items to be left in place intact, items to be salvaged and/or forreuse and relocation, and items to be removed and sorted for recycling.C.Prepare and follow an organized plan for demolition and removal of items.1.Shut off, cap, and otherwise protect existing utility lines in accordance with the requirements of the public agency or utility having jurisdiction. notifydig-safe and town of Norwood prior to excavation.2.Completely removed items scheduled to be so demolished and removed, leaving surfaces clean, solid, and ready to receive new materials specifiedelsewhere. in all activities, comply with pertinent regulations & governmental agencies having jurisdiction.D.Use means necessary to prevent dust becoming a nuisance to workers in the building, the public, neighboring buildings, and to other work being performed.E.Schedule & execute demolition work to ensure safety of persons and adjacent property against damage by wind-blown or falling debris.F.In the event demolition of items not so scheduled to be demolished, promptly replace such items to the approval of the architect at no additional increase in costor time to the owner.G.Where existing construction to remain is affected by demolition or installation of new work, patch, repair or replace the work at surfaces which have beendamaged and finish to match existing (t.m.e.) adjacent construction.H.Finish new and existing surfaces as scheduled. clean existing surfaces of dirt, grease, and loose paint before refinishing.I.Coordinate the removal, relocation, replacement, re-use, shut-off, stub-off, capping-off, or upgrading of all existing, plumbing, hvac, fire protection, fire alarm,security and electrical systems, equipment, and appurtenances - including, but not limited to, utility lines, ducts, connections, panels, vents, fans, piping, devices,controls, outlets, and conduit during construction as required, as scheduled, or as specified in accordance with all local, municipal and state codes to suit thework.4.1Scope:A.Items to be salvaged for reuse or to be sorted for recycling:1.All metal products, including but not limited to, miscellaneous metals, ornamental metalwork, metal doors and frames, structural steel, plexiglass, allundamaged acoustical ceiling panels & ductwork.2.MEP items per d/b contractor. all aluminum products, including but not limited to aluminum doors, frames, and ductwork.3.Carpet, refer to manufacturers recycling methods & requirements for pickup.4.Any other items deemed recyclable by the g.c., owner or architect prior to the start of demolition.5.1Removal of Hazardous Materials:A.In the event that hazardous materials are uncovered during demolition which have not been rendered harmless, the g.c. shall immediately stop work in the areaaffected and report the condition to the owner and architect in writing. work shall not be resumed until the material is rendered harmless.B.G.C. shall forward all testing reports and documentation indicating removal of hazardous materials to owner and architect.DIVISION 3 - CONCRETESECTION 03300 - CAST-IN-PLACE CONCRETE (REFER TO STRUCTURAL DRAWINGS)1.1General: Provide cast-in-place concrete work in accordance with the General Structural Notes, structural drawing and details. Follow shell building documents forspecifications, joints and geotech.A.Standards: Materials and construction shall conform to the following:1.ACI 117 "Standard Tolerances for Concrete Construction and Materials."2.ACI 301 "Structural Concrete for Buildings."3.ACI 305R "Recommended Practice for Hot Weather Concreting."4.ACI 306R "Recommended Practice for Cold Weather Concreting."5.ACI 315 "Details and Detailing of Concrete Reinforcement."6.ACI 318 "Building Code Requirements for Reinforced Concrete."2.1Materials:A.Under Slab Vapor Retarder: Stego Industries LLC, 877-464-7834, internet www.stegoindustries.com high density polyethylene Stego Wrap (10 mil) VaporBarrier meeting or exceeding ASTM E1745 performance criteria for Class C vapor retarders.1.Seam Tape: High density polyethylene tape with pressure sensitive adhesive.2.Pipe boots: Shop or site fabricated from vapor retarder material and seam tape.B.Concrete:1.Portland Cement: ASTM C150, Type I2.Aggregate: ASTM C33.3.Water: Clean and potable.4.Reinforcement: When required, comply with drawings reinforcement requirements.5.Compressive Strength: Minimum 3000 psi at 28 days.6.Admixtures: All admixtures shall be approved by the OWNER's Construction Manager prior to placement in the concrete mix.DIVISION 4 - MASONRYREFER TO STRUCTURAL & ARCHITECTURAL DRAWINGSDIVISION 5 - METALSSECTION 05100 - STRUCTURAL STEEL1.1Refer to Structural DrawingsSECTION 05400 - COLD-FORMED METAL FRAMING1.1General: Provide cold-formed metal framing in accordance with the General Structural Notes and structural drawings and details.A.Standards: Materials and construction shall conform to following:1.AISI SG02.2-01 "Design of Cold-Formed Steel Structural Members."2.AWS "Structural Welding Codes, D1.3-Sheet Steel."2.1Materials:A.Materials compliance: When requested, submit acceptable data documenting materials compliance for each type of material required.B.Load-Bearing Cold-Formed Metal Framing: ASTM A1003, Gage, Grade and Type indicated.1.Components: Provide sizes and shapes indicated.2.Finish: Galvanized complying with ASTM A653, minimum G60 coating.C.Fabrication:1.Cold-formed metal framing may be prefabricated into panels before erection. Fabricate panels plumb, square, true to line and braced against rackingwith joints welded.a.Provide one-piece full-length cold-formed metal framing members. Splicing not permitted.2.Attach and join other components by welding or screw fasteners, as indicated. Wire tying of framing components is not permitted.3.Cut framing to fit squarely for attachment to perpendicular members or as required for angular fit against abutting members. Hold members securely inposition until properly fastened.4.Saw cut field cut framing. Torch cutting not acceptable.D.Installation:1.Erection: Erect cold-formed metal framing members of gage and at spacing indicated on the Structural Drawings. Align and secure studs to top andbottom runner tracks by welding or screw fasteners at both inside and outside flanges.2.Tolerance Acceptance: Install cold-formed metal framing member as indicated on the plans. Install to 1/16" tolerance.NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_G203-SPECIFICATIONS.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITGC203SPECIFICATIONS
DIVISION 6 - WOOD AND PLASTICSSECTION 06100 - ROUGH CARPENTRYA.1.1Rough Carpentry: Provide wood grounds, nailers & blocking where indicated and required. Use fastening methods which will insure the greatest strengthfor the condition indicated. Wood shall be as follows:1.Moisture content: 19% maximum2.Grade: Standard grade light framing size lumber of any species or board size lumber as required. No. 3 common or standard grade per WCLIB or WWPArules or No. 3 boards per SPIB rules.3.Provide fire retardant treated wood where required by local code requirements and where indicated. Comply with AWPA C20.4.Preservative-treated wood: Where indicated, and for use as wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similarmembers in connection with roofing, flashing, vapor barriers, and concealed members in contact with masonry or concrete. Comply with AWPA C2, with0.25 lbs./cubic foot minimum retention.SECTION 06210 - FINISH CARPENTRY AND MILLWORK1.1General: Provide finish carpentry and millwork as shown and specified.A.Standards: Materials and construction shall conform to the following:1.AWI "Architectural Woodwork Quality Standards - Edition Two - 2014."B.Doors and door hardware: Install all door hardware furnished under Division 8 specification Sections.C.Submit shop drawings for designated millwork.1.Include complete details, materials lists and drawings showing fabrication of typical units, unit assemblies, locations and installation details.2.List proposed cabinet hardware to suit indicated unit use or function.3.Identify materials required to complete work ready for installation.4.Obtain shop drawing approval before starting fabrication.2.1Materials:A.Millwork: Materials and construction as detailed on the Drawings.B.Fabrication:1.Millwork design and fabrication details shown on the drawings indicate design intent. Unless otherwise indicated, provide manufacturer's standardfabrication methods. Indicate all proposed variations from the drawing design and fabrication details on shop drawings.2.Fabricate millwork in accordance with AWI "Custom Grade" requirements. Where details are not shown, comply with applicable Quality Standards or withalternate details acceptable to Architect as fabricator's option.a.All shop joints made with standard construction adhesive glued under pressure.3.Fabricate finished work properly framed, closely fit and accurately set to required lines and levels and rigidly secured in place.4.Fabricate work straight, plumb, level and in true alignment; neatly and accurately fit, scribed and thoroughly secured. Plane and sand miters and otherjoints. Ease all square edges. Provide millwork clean and free from warp, twist, open joints and other defects.3.1InstallationC.Install millwork products plumb, level, true and straight with no distortion. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" forplumb and level (including countertops) and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining surfaces.1.Scribe and cut millwork to fit adjoining work.2.Anchor millwork items to built-in place blocking, furnished underSection 06100, or directly attach to substrate framing. Secure to grounds, blocking and nailers with countersunk, concealed fasteners and blind nailing asrequired for a complete installation.D.Install casework without distortion so that doors and drawers will fit openings properly and be accurately aligned. Adjust hardware to center doors and drawers inopenings and to provide unencumbered operation.E.Install plastic laminate countertops, shelving and trim. Provide work level, true to alignment, accurately fit to wall conditions and securely fastened to base unitsand other support systems as indicated.DIVISION 7 - THERMAL AND MOISTURE PROTECTIONREFER TO ARCHITECTURAL DRAWINGS1.1Coordinate with Architectural Drawings and Specified Manufacturer's standard installation instructions, requirements, and details for a complete installation of all Division 7components.DIVISION 8 - OPENINGSSECTION 081000 - DOORS AND FRAMES1Interior doors and framesA.All new wood interior doors shall be Marshfield R/C White Birch 3'-0"+/- wide, 1-3/4" thick by 7'-0" +/- tall solid core, finished with Clear 0-95 standard color. Seedoor schedule for further specifications. Any substitutes are to be reviewed by Architect.B.Provide painted pressed metal frames.C.Existing doors shall be touched up to remove imperfections.SECTION 08710 - DOOR HARDWARE1.1General: Provide door hardware as shown and specified.A.Standards: Materials and installation shall conform to the following:1.ANSI A117.1-1998 Accessible and Usable Buildings and Facilities.2.ANSI/BHMA A156 Series Builders HardwareB.Quality Assurance:1.Codes and standards: Provide hardware complying with local Building Code requirements and the Tenant's standards for keying and security systems.2.Package each item of hardware and each lockset, complete with all screws, anchors, installation instructions and templates. Identify package indexingwith corresponding item number of the hardware schedule.3.Provide necessary templates or physical hardware to required trades for cutting, reinforcing, or preparing their products to receive hardware.2.1Materials:A.Hardware at all new doors will be commercial duty, Best Brand or equal, non-mortised, compatible with Best Brand cores and shall include stainless steel finish.See door schedule for Lock set and Passage set locations. Include master keying, coordinate with Owner.B.Existing doors shall be touched up to remove imperfections and hardware to remain U.N.O.3.1InstallationA.Install each hardware item in strict accordance with manufacturer's installation instructions and recommendations. Securely fasten all attached parts. Fit faces ofmortised parts snug and flush. Verify operating parts move freely and smoothly without binding or sticking, without excessive clearance.B.Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate as required for proper installation and operation. Drill andcountersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards.C.Mount hardware units at heights indicated in DHI "Recommended Locations for Builders Hardware", unless otherwise required to comply with requirements ofgoverning codes and regulations. Conform to ANSI A117.1 and ADAGG guidelines for accessibility.1.Top Butts: 5 inches; top of butt from head of frame.2.Middle Butts: 3'-2", centerline from finish floor.3.Bottom Butts: 5 inches; finish floor to bottom of butt.4.Locks: centerline from finish floor per hardware schedule.5.Levers: 3'-2", centerline from finish floor.6.Pulls: centerline from finish floor per hardware schedule.7.Pushes: centerline from finish floor per hardware schedule.SECTION 08800 - GLAZING1.1General: Provide glass and glazing as shown and specified.A.Standards: Materials and installation shall conform to the following:1.CPSC 16 CFR Part 1201 (1-91)"Safety Standard for Architectural Glazing Materials."2.GANA "Glazing Manual - 1990."B.Quality Assurance:1.Codes and standards: Provide type of glass and glazing products that comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for categoryII materials. Comply with all applicable codes, standards and regulations that control safety glazing materials and installation.2.System Performance: Provide glass and glazing that has been produced, fabricated and installed to withstand normal thermal movement, wind loadingand, where applicable, impact loading, without failure including loss or breakage of glass, failure of glazing sealants or gaskets to remain watertight andairtight, deterioration of glass and glazing materials and other defects in the work.3.Installation: Performed only by experienced glaziers.2.1Materials:A.Glass:1.Tempered Glass (TG): 1/4", 1/2" and 5/8" thick clear, tempered safety glass, free-of-tong marks.A.Glazing Materials:1.Glazing Sealants: Provide elastomeric glazing sealants suitable for applications indicated; compatible with one another and with other materials they willcontact, complying with ASTM C920.2.Glazing Tape: Provide preformed, non-staining and non-migrating elastomeric tape, as recommended by tape and glass manufacturers for applicationindicated, complying with ASTM C 1281.3.Glazing gaskets: Provide manufacturer's standard snap-on aluminum stops and neoprene, vinyl or EPDM glazing gaskets - Provide setting blocks,spacers and edge blocks of material, size, and shape complying with referenced glazing standard, and compatible with surfaces contacted in installation.C.Fabrication: Factory fabricate and size all glass.3.1InstallationA.Preparation:1.Field verify measurements and conditions of installation.2.Examine all details. Provide proper fitting to details indicated.3.Glazing channel dimensions shown are intended to provide for necessary bite on glass, minimum edge clearance and adequate glazing materialsthickness, with reasonable tolerances. Adjust as required by job conditions at time of installation.B.Install glass and glazing in accordance with the GANA "Glazing Manual" and glass manufacturer's recommendations.C.Install glazing sealants, tapes and gaskets in accordance with manufacturer's recommendations. Set glass without springing and install securely to preventrattling or breakage.D.Protect glass from breakage during remaining construction. Do not remove non-permanent labels until final acceptance.DIVISION 9 -- FINISHESSECTION 09260 - GYPSUM BOARD SYSTEMS1.1General: Provide gypsum board systems as shown and specified.A.Standards: Materials and installation shall conform to the following:1.GA 214-90 "Levels of Gypsum Board Finish."2.GA-216 "Specifications for Application and Finishing of Gypsum Board."3.USG "SA923 Drywall/Steel Framed Systems."2.1Materials:A.Manufacturer: United States Gypsum Co. (USG), (800) 874-4968, internet www.usg.com.B.Metal framing: Comply with ASTM C 754 and ASTM C 645 for materials and sizes.1.Partition metal framing:a.Studs: Galvanized steel, C-shaped, sizes indicated, 20 gage "ST20"b.Runners: Match studs, type recommended by stud manufacturer for floor and ceiling support of studs. Provide flexible ceiling runners for fullheight metal stud framed partitions continuous from floor to underside of structural members or deck above.C.Ceiling and Soffit metal framing/suspension systems:1.Small areas: Metal stud framing of appropriate size and gage for spans indicated.2.Large areas: Furring channel "Grillage" or "Direct Suspension System" designed for concealed support of gypsum board ceilings, of proper type for useindicated.3.Furring members: 20 gage, galvanized steel screw type, hat-shaped furring.D.Gypsum board panels: USG "Sheetrock" complying with ASTM C1396, tapered edge face panels, 48" wide, in maximum lengths available to minimize end jointconditions, 5/8" thick.E.Fasteners: USG Type "S" bugle head screws for metal framing, manufacturer's recommended length for panel thickness indicated.F.Trim: Galvanized steel with knurled and perforated flanges. USG Dur-A-Bead corner bead, No. 200B casing bead metal trim, No. 093 Control Joint.G.Joint treatment: USG Joint Treatment System, utilizing "Sheetrock Brand Joint Tape", and "Sheetrock Brand Setting-Type (DURABOND)" compound for tapebedding and topping.H.Adhesives: USG "Sheetrock Brand Setting-Type (DURABOND) 210 or 90" compound for tape bedding and topping.I.Acoustical sealant: USG Sheetrock Acoustical Sealant, water-base type, gunnable sealant for sealing sound-rated gypsum board systems.J.Sound attenuation insulation: USG Thermafiber unfaced 3-1/2" thick, mineral fiber insulating batts/blankets; standard lengths and widths required to coordinatewith spaces insulated.3.1InstallationA.Install metal wall and partition framing and ceiling suspension/ support systems in accordance with USG Bulletin SA 923 and complying with ASTM C754.1.Ceiling suspension/ support systems: Metal furring system/direct suspension or steel stud framing system.2.Wall and partition framing:a.Install steel studs per schedule or at spacing indicated with bottom and top runner tracks anchored to substrates. Provide flexible ceiling runnertracks at full height partitions.b.Terminate partition stud system 6" above ceilings, except where indicated to be extended to structural support or roof deck above. Brace tops ofpartition framing to structure or roof deck at maximum 4'-0" on center spacing.c.Frame openings more than 2'-0" wide with two 20 gage studs at each jamb.d.Coordinate the installation of supplementary blocking and nailers, provided under Section 06100 work, to support shelving, millwork, toiletaccessories, and similar work that cannot be adequately supported by gypsum board alone.B.Application and Finishing: Install and finish gypsum board to comply with ASTM C 840 and Gypsum Association GA 216 "Recommended Specifications for theApplication and Finishing of Gypsum Board."1.Screw fasten all gypsum board panels.2.Metal Trim: Install metal corner beads at external corners of gypsum board work and metal trim wherever edge of gypsum board would be exposed. Uselongest practical lengths.3.Control Joints: Locate and install control joints in accordance with USG Bulletin SA923 "Good Design Practice" recommendations.C.Acoustical Treatment:1.Where sound-attenuation insulation is indicated, seal gypsum board construction at perimeters, control joints, junction boxes, openings and penetrationswith a continuous bead of acoustical sealant including a bead at both faces of partitions.2.Install sound attenuation insulation at scheduled partitions and ceilings. Install insulation in single layer of required thickness. Extend full thickness overentire area to be insulated. Cut and fit tight around obstructions. Fill all voids.3.At openings and cutouts, fill open spaces between edges of gypsum board and fixtures, cabinets, ducts, and other flush or penetrating items, withcontinuous bead of acoustical sealant.4.Seal sides and backs of electrical boxes to completely close up openings and joints with a bead of acoustical treatment.D.Finishing:1.Comply with manufacturer's instructions for mixing, handling, and application of materials. Apply treatment at joints both directions, at flanges of trimaccessories, penetrations of gypsum board (electrical boxes, piping, and similar work), fastener heads, surface defects, and elsewhere as indicated.Apply in manner that will result in each of these items being concealed when applied decoration has been completed.2.Apply joint tape at joints between gypsum boards, except where trim accessories are indicated.3.Interior Exposed Gypsum Board Finish: Level 4 Finish.a.Locations: Typical for all walls and ceilings, unless otherwise indicatedb.Finish interior gypsum board by applying the following joint compounds in three coats (not including prefill of openings in base), and sand betweencoats and after last coat:c.Embedding and First Coat: Setting-type joint or taping compound.d.Fill (Second) Coat: Setting-type topping compound.e.Fill (Third) Coat: Setting-type topping compound. Free of ridges & tool marks.SECTION 09300 - PORCELAIN TILE1.1General: Furnish all labor, materials, tools, equipment and services necessary for reasonably incidental to complete the tile work as shown on the drawings or specified.A. Standards:1. Materials and installation shall conform to the following American Society for Testing Materials (ASTM).2. American National Standards Institute (ANSI).3. Tile Council of America (TCA) Handbook for Ceramic Tile Installation.B. Quality Assurance:1.Provide tile materials of each type, color and finish as specified.2.Deliver, store and handle materials in accordance with manufacturer's instructions.3.Tile contractor, by commencing the work of this section, assumes overall responsibility to assure that all assemblies, components and parts shown orrequired within the work of this section comply with contract documents and are compatible with each other and with the conditions and expected use.4.Extra Stock: Furnish extra stock of quantity equal to 10% of amount installed, in full-size units, for each type, color, size and finish of tile.2.1Materials:A.Manufacturer: Porcelain and glass floor, wall tile and base as specified. Refer to I-100 for more detail.B.Thresholds: Noce Travertine Threshold or approved equal.C.Setting and Grouting Materials:1.Use appropriate installation mortars according to ANSI A118-1999 series or A136.1-1999.2.Grout colors as specified.3.1Examination:A.Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installedtile. Verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings andsurface treatments.B.Do not proceed with installation until unsatisfactory conditions have been corrected. Commencement of work signifies acceptance of substrate and installationconditions.3.2Preparation:A.Substrate Preparation: Prepare and clean substance in accordance with installation standards and manufacturer's instructions.1.Remove protrusions, bumps and ridges by grinding or chipping.2.Repair, fill, and level cracks, holes, depressions and rough or chipped areas in substrate using patching material recommended by setting materialsmanufacturer.3.Slav to have light broom finish when tile is installed by thin-set method.4.Ensure that the substrate is within the following tolerances5.Horizontal surfaces (floors)- Maximum variation in substrate shall not exceed 1/4" in ten feet* from required plane, depending on substrate.6.Vertical surfaces (walls)- Maximum variation in substrate shall not exceed 1/4" in ten feet* from required plane, depending on substrate. When using tilelarger than 12"x12" and a grout joint narrower than 1/4" is desired a more stringent tolerance (e.g., 1/8" in 10') should be considered.B.Jobsite Blending: Blend tiles before installing in accordance with reference standards to produce an even color tone and more uniform aesthetic.3.3Installation:A.Manufacturers' Instructions: Perform work in compliance with standard accepted installation guidelines.B.General Installation Standards: Install tile in accordance with ANSI A108 standards, appropriate TCA methods, and written instructions of the specifiedmanufacturers.C.Installing Tile:1.Install tile in pattern indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Adjust to minimize tile cutting and to avoid tileless than half size.2.Install tile wall base prior to installing floor tile.3.When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts. Provide straight cuts which align with adjacentmaterials.4.Extend tile into recesses and under equipment and fixtures to form a complete covering without interruption.5.Terminate tile neatly at obstructions, edges, and corners, without disruption of pattern or joint alignment.6.Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints smooth and even, without voids, cracks, or excessmortar or grout.7.Apply setting material in accordance with manufacturer's direction and install tile before mortar has started initial cure. For thin set mortar application, usea notch trowel that will achieve the recommended coverage of mortar after tiles have been installed. Reference standard coverage information and followmanufacturer's recommendations for trowel size when using mortar.8.Do not spread more material than can be covered within 10 to 15 minutes. If "skinning" occurs, remove mortar and spread fresh material. Spread mortarwith notches running in one direction that shall be perpendicular to the pressing, pushing and pulling of tile during placement.9.Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection.D.Grouting:1.Install grout in accordance with ANSI A180.10, A108.6, A108.8, A108.9-1999 correlating to grout type chosen and manufacturer's recommendations.2.Mix grout material in strict accordance with manufacturer's directions.3.Apply grout to produce full, smooth grout joints of uniform width, and free of voids and gaps.4.Before grouting entire area do a test area to assure there will be no permanent staining or discoloration of the tile and to verify that the grout it easilyremoved from the surface. Cure all setting and grouting materials in accordance with manufacturer's recommendations.E.Cleaning and Protection:1.If one has been used, remove grout release and clean tile surfaces so they are free of grout residue and foreign matter, in accordance with manufacturer'sinstructions. If a grout haze or residue remains, use a suitable grout haze remover or cleaner and contact grout manufacturer for recommendations. Flushsurface with clean water before and after cleaning. Do not use harsh hydrochloric, muriatic or sulfuric acid or acid-based cleaners to clean glazed tiles ortiles grouted with latex modified grout.2.After cleaning, provide protective covering and maintain conditions to protect tile work from damage deterioration.3.Leave finished installation clean and free of cracked, chipped, broken, un-bonded, and otherwise defective tile work.SECTION 09510 - SUSPENDED CEILING SYSTEMS1.1General: Provide acoustical ceiling systems as shown and specified.A.Standards: Materials and installation shall conform to the following:1.CISCA "Acoustical Ceilings - Use and Practice."2.ASTM C635.3.ASTM C636.2.1Materials:Manufacturer: ArmstrongCeiling Panels: OptimaA.Suspension System: Provide intermediate duty, structural class, direct hung systems adequate to support light fixtures, ceiling diffusers and other normalaccessories.1.EXISTING TO REMAIN suspended metal grid2.Hanger Wire: No. 12 SWG galvanized steel wire.3.1InstallationA.Install acoustical ceiling materials and suspension systems in strict accordance with manufacturer's recommendations, complying with governing regulations andindustry standards applicable to the work.B.Suspension system installation shall be laser leveled with a maximum surface leveling tolerance of 1/8" in 12'-0".C.Install exposed Tee suspension systems with main tees nominally 12 feet long spaced 24 inches O.C. and cross tees nominally 4 feet long spaced 24 inchesO.C.D.Hanger wire shall be spaced 48" O.C. along main tees, at all four corners of light fixtures (where applicable), at midpoint of cross tees adjacent to light fixturesand duct outlets, and adjacent to main tee splices.E.Secure wire hangers by looping and wire-tying either directly to building structure or to hangers that are secure and appropriate for substrate.F.Provide edge trim molding at perimeter of acoustical ceiling installation and intermediate vertical surfaces. Use maximum lengths. Miter trim corners to Providetight, accurate joints. Connect moldings securely to substrate surfaces.G.Install lay-in panels level, in uniform plane, with joints snug and square and panels free from damage or soiling. Fit border units neatly against abutting surfaces.Scribe and cut panels to fit accurately at borders and penetrations.SECTION 09651 - RESILIENT WALL BASE1.1General: Provide vinyl wall base as shown and specified.A.Standards: Materials and installation shall conform to the following:1.ASTM F 1961 Standard Specification for Resilient Wall Base, Type TV, Group 12.1Materials:A.Manufacturer:1.Johnsonite, Inc., (800) 899-8916, Internet: www.johnsonite.comB.4" Vinyl Wall Base:1..125" (3.17 mm) Thickness2.Color as indicated on drawings.3.Straight (toeless)at carpet, Cove (toe) at resilient.4.Inside and outside corners with 4" returns.5.Roll goods, not strips.C.Setting Adhesive: Johnsonite 960 Acrylic Cove Base Adhesive3.1Installation:A.Preparation: Clean substrate surfaces scheduled to receive resilient rubber and vinyl wall base thoroughly and remove all coatings that may impair bond. Auniform temperature of at least 65 degrees Fahrenheit shall be maintained for 24 hours before, during and after the installation is completed. The wall base andadhesives shall be conditioned in the same manner. Coiled wall base shall be uncoiled and lay flat for at least 24 hours at 65 degrees Fahrenheit prior toinstallation. Floor and walls shall be clean, dry, and free of dust, all paints, wallpaper, and all other foreign material, which may affect proper adhesive bonding.Wall base may be installed on interior plaster, gypsum wall board, concrete, masonry, mineral-reinforced cement board or similar porous surfaces. Wall baseshall not be installed on surfaces that will be exposed to drastic temperature changes or moisture.B.Application: Use a 1/8" square notch trowel to apply adhesive. Allow adhesive to set up and then apply wall base in accordance with manufacturer's instructions.SECTION 09681 - CARPET TILENOT USEDNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_G204-SPECIFICATIONS-(CONTINUED).dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITGC204SPECIFICATIONS(CONTINUED)
SECTION 09900 - PAINTS AND COATINGS1.1General: Provide paints and coatings as shown and specified.A.Provide surface preparation, prime, intermediate and finish coatings for interior and exterior and existing scheduled surfaces and items.D.Maintenance: Furnish extra paint materials from the same production run as the materials applied in the quantities described below. Package paint materials inunopened, factory-sealed containers for storage and identify with labels describing contents. Deliver extra materials to the OWNER.1.Provide one gallon of paint and wood stain of each type and color required for maintenance purposes. Provide original, unopened, labeled containers withcolor samples and a list of project use.2.1Materials:A.Paint: Benjamin Moore, or equal.B.Interior Metals: (Door frames)Preparation:Clean thoroughly and remove all rust, grease, oil and foreign material.Prime:(1) coat, Benjamin Moore Primer. Color: TBDFinish:(2) coats, Benjamin Moore Satin.Application:Conventional spray, HVLP or Airless spray. Touch-ups shall be done with conventional spray or airless equipment or brush or roller.A.Gyp. Bd.:Preparation:Remove dust, dirt, loose and other foreign material. Fill hairline cracks, holes and other defects with filler compatible with finish treatment.Sand smooth. On smooth drywall apply with 3/8 to 1/2 inch roller cover or nylon/ polyester brush.Zero VOC:Prime:(1) coat, Benjamin Moore Interior Latex PrimerFinish:(2) coat, Benjamin Moore Interior Eggshell Latex.Low VOC:Prime:(1) coat, Benjamin Moore Interior Latex Primer SealerFinish:(2) coat, Benjamin Moore Interior Eggshell .D. Coordinate with Owner for finish selections including paint information.3.1Installation:A.Preparation:1.Provide necessary staging, ladders, shield, protective coverings and drop cloths. Protect floors, walls and adjacent work and materials. Remove andproperly replace temporary protection and coverings removed from any part of the work or finish. Repair damage at Contractor's expense.2.Clean and prepare substrate surfaces in accordance with manufacturer's instructions for each particular substrate condition. Clean and correct defectsand deficiencies in substrate surfaces to be painted before applying paint or finish treatments.B.Application:1.Mix, prepare and apply paint and finish treatment materials in accordance with manufacturer's directions.2.Apply paint and finish treatment materials with brush or roller. Spray application of materials permitted only when specifically indicated.a.Apply material at not less than the manufacturer's recommended spreading rate, to provide a total dry film thickness as recommended by paintmaterial manufacturer. Apply each coat of proper consistency.b.Keep brushes and rollers clean, free from contamination and suitable for the finish required.c.Unless otherwise indicated, allow exterior paints to dry for 48 hours and interior paints to dry for 24 hours between coats.d.Sand lightly and remove dust between coats to achieve required finish.e.Finished surfaces shall be uniform in finish and color and free of brush marks, sagging, holidays, corduroy and other imperfections. Coverage andhide shall be complete.f.Edges of paint or finish adjoining other materials or colors shall be sharp and clean without overlapping. Cut paint in neatly around glass or otheredges.g.Paints and coatings work is subject to acceptance by the OWNER. Correct unsatisfactory work not complying with these specifications as directedby the OWNER.DIVISION 10 - SPECIALTIESSECTION 10522 - PORTABLE FIRE EXTINGUISHES1.1General: Provide portable fire extinguishers as shown and specified.A.Standards: Materials and installation shall conform to the following:1.NFPA 10 "Standard for Portable Fire Extinguishers.2.1Materials:A.Provide minimum 10 lb. capacity fire extinguishers in quantity and type complying with local code and fire regulations requirements.1.Provide new fire extinguishers fully loaded, tested, UL and FM labeled and listed and ready for use.2.Provide manufacturer's recommended mounting brackets and hardware.3.1Installation:A.Install fire extinguishers in accordance with manufacturer's installation instructions, at heights and locations acceptable to the local fire regulations enforcementauthority.B.Install within either existing, existing relocated, or new (to match existing) fire extinguisher cabinets.DIVISION 11- EQUIPMENTNOT USEDDIVISION 12- FURNISHINGSRefer to Furniture Plan DrawingsDIVISION 13 - SPECIAL CONSTRUCTIONNOT USEDDIVISION 14 - CONVEYING EQUIPMENTNOT USEDDIVISION 21 - FIRE SUPPRESSIONRefer to engineered Fire Protection drawings.DIVISION 22 - PLUMBINGRefer to engineered Plumbing drawings.DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONINGRefer to engineered Mechanical drawings.DIVISION 26- ELECTRICALRefer to engineered Electrical drawings.DIVISION 32 - SITE CONSTRUCTIONRefer to engineered CIVIL drawings.NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_G205-SPECIFICATIONS-(CONTINUED).dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITGC205SPECIFICATIONS(CONTINUED)
1. GENERALA. SUBMIT TO THE OWNER AND ARCHITECT SELECTIVE DEMOLITION SCHEDULE FOR APPROVAL,INCLUDING SCHEDULE AND METHODS FOR CAPPING AND CONTINUING UTILITY SERVICE. PROVIDE A LISTOF COMPANIES SCHEDULED TO RECEIVE RECYCLABLE DEMOLITION MATERIALS.B. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCEDIN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTSAND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK.C. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIALSAFETY, OSHA AND ALL OTHER LOCAL STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVINGJURISDICTION.D. OBTAIN AND PAY FOR ALL PERMITS, FEES, AND BACKCHARGES REQUIRED TO PERFORM THEDEMOLITION WORK AS REQUIRED BY ALL AGENCIES AND AUTHORITIES HAVING JURISDICTION.E. DEMOLITION CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL town of WELLESLEY &STATE OF MASSACHUSETTS REQUIREMENTS FOR PROTECTION OF PERSONS, PROPERTY, TRAFFIC,CONTROL, BARRICADES, TEMPORARY LIGHTING, ETC. FOR THE DURATION OF THE DEMOLITION CONTRACT.F. GENERAL CONTRACTOR TO PROVIDE AND COORDINATE A SCHEDULE FOR DEMOLITION WITH SPECIFICITEMS TO CONFORM WITH SCHEDULING FOR OTHER TRADES REQUIRED TO COMPLETE OR PERFORM ADIRECTLY RELATED PORTION OF WORK. COORDINATE WITH OWNER AND ABUTTERS REGARDINGDEMOLITION, NOISE, ETC.G. THE CONTRACTOR SHALL ASSURE HIMSELF THAT ALL OF THE WORK TO BE REMOVED, DEMOLISHED,CUT, PATCHED OR ALTERED AND ALL WORK REQUIRED TO BE REMOVED, DEMOLISHED, CUT, PATCHED ORALTERED FOR THE FULL COMPLETION OF THE PROJECT SHALL BE REMOVED, DEMOLISHED, CUT, PATCHED,OR ALTERED AT NO ADDITIONAL COST TO THE OWNER.2. HANDLINGA. WHEN THE NATURE OF DEMOLITION WORK REQUIRES THEIR USE, ERECT AND MAINTAIN DUST CHUTES &BARRIERS FOR THE DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS.B. REMOVE SALVAGE AND DEBRIS FROM THE SITE AS IT ACCUMULATES ON A DAILY BASIS. DO NOT STORE,SELL, BURN, OR OTHERWISE DISPOSE OF DEBRIS ON THE SITE. REMOVE ALL MATERIALS IN SUCH AMANNER AS TO PREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROMTHE SITE, CLEAN AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. ALL MATERIALS SHALL BE DISPOSEDOF IN A LEGAL MANNER OFF-SITE.C. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, WARNING SIGNS, LIGHTS,AND GUARDS NECESSARY TO PROTECT ADJACENT BUILDING OCCUPANTS, THE PUBLIC, AND WORKERSFROM INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.D. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGEVALUE WHICH ARE NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO OWNER SHALLBE REVIEWED WITH OWNER AS TO WHETHER THEY CAN BE REMOVED FROM THE PREMISES. STORAGE ORSALE OF ITEMS AT PROJECT SITE IS PROHIBITED. DEMOLISHED MATERIAL SHALL BE COMPLETELYREMOVED FROM THE SITE AND DISPOSED OF USING LEGAL METHODS.E. DO NOT CLOSE OR OBSTRUCT THE MEANS OF EGRESS, CORRIDORS, OR OTHER OCCUPIED SPACES.REVIEW ANY SEQUENCE OR PHASING ISSUES WITH BKA ARCHITECTS AND THE OWNER'S PROJECTREPRESENTATIVE. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER ORAUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.F. CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORMTEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY.G. SORT DEBRIS FOR RECYCLING TO THE GREATEST EXTENT POSSIBLE. REMOVE OR ARRANGE FOR THEREMOVAL AND TRANSPORT OF SORTED MATERIALS SCHEDULED TO BE RECYCLED TO APPROPRIATE OFFSITE FACILITIES EQUIPPED FOR THE RECYCLING OF SPECIFIC MATERIALS AS REQUIRED. PROVIDECONTAINERIZED DUMPSTERS FOR THE SORTING OF DEMO WASTES AS PROVIDED BY LOCAL COMPANIES.H. PRIOR TO THE WORK COORDINATE WITH THE OWNER. ALL ITEMS OR EQUIPMENT TO BE SALVAGED FORRE-USE, RELOCATION, OR DELIVERY TO THE OWNER.3. SEQUENCING AND EXECUTIONA. BY CAREFUL STUDY OF THE CONTRACT DOCUMENTS, DETERMINE THE LOCATION AND EXTENT OFSELECTIVE DEMOLITION TO BE PERFORMED.B. VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIORTO STARTING THE WORK.1. CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.2. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMAN TO ALSO IDENTIFY ITEMS TO BEREMOVED, ITEMS TO BE LEFT IN PLACE INTACT, ITEMS TO BE SALVAGED AND/OR FOR REUSE ANDRELOCATION, AND ITEMS TO BE REMOVED AND SORTED FOR RECYCLING.C. PREPARE AND FOLLOW AN ORGANIZED PLAN FOR DEMOLITION AND REMOVAL OF ITEMS.1. SHUT OFF, CAP, AND OTHERWISE PROTECT EXISTING UTILITY LINES IN ACCORDANCE WITH THEREQUIREMENTS OF THE PUBLIC AGENCY OR UTILITY HAVING JURISDICTION. NOTIFY DIG-SAFE AND townof WELLESLEY PRIOR TO EXCAVATION.2. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVED, LEAVINGSURFACES CLEAN, SOLID, AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. IN ALLACTIVITIES, COMPLY WITH PERTINENT REGULATIONS & GOVERNMENTAL AGENCIES HAVINGJURISDICTION.3. CLEARLY IDENTIFY ANY WALL, FLOOR, OR FLOOR STRUCTURE IDENTIFIED TO REMAIN BY THEARCHITECT AND STRUCTURAL ENGINEER.4. SHORE AND BRACE EXISTING CONDITIONS AS REQUIRED FOR THE REMOVAL OF EXISTINGCONSTRUCTION OR INSTALLATION OF NEW WORK TO ENSURE THE STRUCTURAL INTEGRITY OF THEBUILDING.5. DEMOLISH ALL ITEMS IN SMALL SECTIONS. LOWER HEAVY SECTIONS OF WALL, FLOOR, AND ROOFCAREFULLY SO AS NOT TO DISTURB THE STRUCTURAL INTEGRITY OF THE WORK SCHEDULED TOREMAIN.6. REFER TO ENGINEERED CIVIL, STRUCTURAL, MEP/FP DRAWINGS FOR RELATED DEMOLITIONREQUIREMENTS.D. USE MEANS NECESSARY TO PREVENT DUST BECOMING A NUISANCE TO WORKERS IN THE BUILDING,THE PUBLIC, NEIGHBORING BUILDINGS, AND TO OTHER WORK BEING PERFORMED.E. SCHEDULE & EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS AND ADJACENTPROPERTY AGAINST DAMAGE BY WIND-BLOWN OR FALLING DEBRIS.F. IN THE EVENT DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACESUCH ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL INCREASE IN COST OR TIME TO THEOWNER.G. WHERE EXISTING CONSTRUCTION TO REMAIN IS AFFECTED BY DEMOLITION OR INSTALLATION OF NEWWORK, PATCH, REPAIR OR REPLACE THE WORK AT SURFACES WHICH HAVE BEEN DAMAGED AND FINISHTO MATCH EXISTING (T.M.E.) ADJACENT CONSTRUCTIONS UNLESS NOTED OTHERWISE.H. FINISH NEW AND EXISTING SURFACES AS SCHEDULED. CLEAN EXISTING SURFACES OF DIRT, GREASE,AND LOOSE PAINT BEFORE REFINISHING.I. COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-USE, SHUT-OFF, STUB-OFF, CAPPING-OFF,OR UPGRADING OF ALL EXISTING, PLUMBING, SPRINKLERS, HVAC, FIRE ALARM, SECURITY AND ELECTRICALSYSTEMS, EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT LIMITED TO, UTILITY LINES, DUCTS,CONNECTIONS, PANELS, VENTS, FANS, PIPING, DEVICES, CONTROLS, OUTLETS, AND CONDUIT DURINGCONSTRUCTION AS REQUIRED, AS SCHEDULED, OR AS SPECIFIED IN ACCORDANCE WITH ALL LOCAL,MUNICIPAL AND STATE CODES TO SUIT THE WORK. COORDINATING INCLUDES THE WORK OF THE OWNER'SSUBCONTRACTORS OR VENDORS, AND NOTIFYING THE CITY OF LEICESTER AND LOCAL OFFICIALSINVOLVED.J. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITHINTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE ANDEXTENT OF CONFLICT. SUBMIT REPORT TO THE OWNER AND ARCHITECT IN WRITTEN, ACCURATE DETAIL.PENDING RECEIPT OF DIRECTIVE FROM OWNER'S REPRESENTATIVE, REARRANGE SELECT DEMOLITIONSCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT UNDUE DELAY.4. SCOPEITEMS TO BE DEMOLISHED AND REMOVED - INCLUDING BUT NOT LIMITED TO:EXISTING WALL CONSTRUCTION AS INDICATED TO BE REMOVED ON THE DRAWINGS.PORTIONS OF EXISTING PLUMBING, HVAC, AND ELECTRICAL SYSTEMS AS INDICATED FOR THEINSTALLATION OF NEW WORK.COORDINATE ALL EXISTING MECHANICAL ELECTRICAL & PLUMBING WORK TO BE DEMOLISHED W/ MEPDRAWINGS & SPECIFICATIONS.EXISTING TOILET ROOM FIXTURES, VANITIES, AND ACCESSORIES SHALL BE REMOVEDEXISTING CEILING SYSTEMS AND RELATED LIGHTING AS NOTED ON THE DRAWINGS.EXISTING DOORS AND FRAMES.INTERIOR AND EXTERIOR WINDOWS AS NOTED ON THE DRAWINGS.EXTERIOR WALL ASSEMBLIES AS NOTED ON THE DRAWINGS.EXISTING FLOORING SYSTEMS AS REQUIRED TO ACCEPT NEW WORK.EXISTING CONSTRUCTION TO REMAIN - INCLUDING BUT NOT LIMITED TO:1. EXISTING BUILDING EXTERIOR SHELL SCHEDULED TO REMAIN, INCLUDING BUT NOT LIMITED TOFOUNDATION SYSTEMS, SUPERSTRUCTURE, WALLS, ROOF AND RELATED CONSTRUCTION, ETC.2. EXISTING ARCHITECTURAL, STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL SYSTEMS, SERVICES,EQUIPMENT, FIXTURES, AND RELATED ACCESSORIES SCHEDULED TO REMAIN.ITEMS TO BE SALVAGED FOR REUSE OR TO BE SORTED FOR RECYCLING:1. ALL METAL PRODUCTS, INCLUDING BUT NOT LIMITED TO MISCELLANEOUS METALS, METAL DOORSAND FRAMES, STRUCTURAL STEEL. & DUCTWORK.2. MEP ITEMS PER DWGS. AND SPECS. ALL ALUMINUM PRODUCTS, INCLUDING BUT NOT LIMITED TOALUMINUM DOORS, FRAMES, AND DUCTWORK.3. ALL GLASS, INCLUDING MIRRORS.4. BRICK /MASONRY AS NEEDED FOR INFILL AND PATCHING.5. WOOD DECKING AS NEEDED FOR FLOOR PATCHING THROUGHOUT6. ANY OTHER ITEMS DEEMED RECYCLABLE BY THE G.C., OWNER OR ARCHITECT PRIOR TO THE STARTOF DEMOLITION.REMOVAL OF HAZARDOUS MATERIALS:REFER TO THE SPECIFICATIONS & HAZARDOUS MATERIALS REPORT, THE G.C. SHALL BE RESPONSIBLEFOR THE ABATEMENT OF ALL HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO, LEAD PAINT,PCB'S, ASBESTOS, ETC. IN ACCORDANCE WITH ALL PREVAILING M.G.L.'S THIS INCLUDES INDOOR AIRQUALITY TESTING AND COORDINATION AS PER THE CODE OF FEDERAL REGULATIONS 29.DRAWING NOTESCONSTRUCTION LEGENDTYPICAL DEMO NOTESDRAWING NOTES1.ANY GRADE OR ELEVATIONS SHOWN ARE BASED ON CIVIL ENGINEERS SURVEYINFORMATION. G.C. TO VERIFY IN FIELD PRIOR TO START OF ANY WORK ANDREPORT TO THE ARCHITECT AND OWNER ANY DISCREPANCIES - TYP.COORDINATE WITH T.O.A. DATUM2.THE GENERAL CONTRACTOR (G.C.) MUST FIELD-VERIFY ALL DIMENSIONS &CONDITIONS PRIOR TO THE WORK. NOTIFY THE ARCHITECT REGARDING ANYDISCREPANCIES.3.DRAWINGS ARE NOT TO BE SCALED. ALL WORK, LINES AND LEVELS SHALL BELAID OUT BY WRITTEN DIMENSIONS. GWB DIMENSIONS ARE FROM FACE OFFINISH TO FACE OF FINISH. ANY DEVIATIONS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT IMMEDIATELY. ALL DEVIATIONS SHALL BECORRECTED BY THE CONTRACTOR BEFORE HE BEGINS HIS PORTION OF THEWORK. START OF WORK INDICATES ACCEPTANCE OF CONDITIONS.EXISTING DOOR ANDFRAME ASSEMBLYTO REMAINEXISTING DOOR AND FRAME ASSEMBLYTO BE DEMOLISHEDEXISTING CONSTRUCTIONTO REMAINCOLUMN ANDREFERENCE LINESEXISTING WALLTO BE DEMOLISHEDELEVATION TAG/ FINISHFLOOR ELEVATIONEXISTING FLOORTO BE DEMOLISHEDEXISTING CONSTRUCTIONTO REMAIN- NO WORK AREASPECIFIC DEMOLITIONSCOPE - AREA INDICATION1.REMOVE EXISTING MISC. MACHINERY, EQUIPMENT, FURNITURE, FIXTURES,BRACKETS, NON STRUCTURAL WOOD TIES, BOLTS, AND NAILS. ETC. PATCH ANDREPAIR ADJACENT CONSTRUCTION AS REQUIRED TO MATCH EXISTING, TYPICAL.2.DEMO EXISTING CEILING GRID, LIGHTING FIXTURES, SUPPLY AND RETURN VENTS,AND ABOVE CEILING DUCT WORK, IN AREA AFFECTED BY SCOPE OF NEW WORK,BACK TO MAIN BRANCH UNLESS NOTED OTHERWISE IN THE CONSTRUCTIONDOCUMENTS.3.REMOVE EXISTING FLOORING, IN AREA AFFECTED BY SCOPE OF NEW WORK,DOWN TO CONCRETE SLAB. CLEAN AND PREP SURFACE TO RECEIVE NEWFINISH, COORDINATE WITH SPECIFICATIONS. SHOT BLAST ALL AREAS OFDEMOLISHED TILE.4.CUT EXISTING SLAB AS REQUIRED TO SUIT UNDER SLAB UTILITIES, ETC.COORDINATE W/ MEP, AND FIXTURE LAYOUTS (TYP.)5.CLEAN, SCRAPE, AND PREP EXPOSED EXISTING STRUCTURE AND UNDERSIDE OFEXISTING DECK TO RECEIVE PAINT FINISH. ALL EXISTING FIRE PROTECTIONCOATINGS SHALL REMAIN, COORDINATE EXTENTS IN THE FIELD.6.CLEAN, SAND, PATCH, AND PRIME EXISTING WALLS TO REMAIN. PROVIDE CONT.SMOOTH LEV 4 FINISH, TYP. IN ACTIVE WORK AREA, INCLUDING, BUT NOT LIMITEDTO: CEILINGS, STRUCTURE, DUCTWORK, UTILITES, PIPING, ETC.7.COORDINATE EXTENTS OF ALL DEMO WORK AND PENETRATIONS THROUGHEXISTING ROOF SYSTEM WITH MEP AND ARCH DRAWINGS PRIOR TOCOMMENCING WORK.8.NOT USED9.DEMO EXISTING VENTS, FLU'S, AND ROOF TOP PENETRATIONS. PATCH ANDREPAIR EXISTING MEMBRANE. COORDINATE WORK W/ EXISTING CONDITIONS ANDMEP DWGS10.ALL WORK SHALL COMPLY WITH THE EGRESS REQUIREMENTS SET BY THE LOCALINSPECTORS PRIOR TO THE START OF NEW / DEMOLITION WORK.11. G.C. TO HAVE PRE-DEMOLITION MEETING WITH ARCHITECT AND OWNER.12. ALL DEMOLITION DIMENSIONS ARE TO BE CONSIDERED APPROXIMATE.13.CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE WITHINTENT OF PROPOSED SCOPE OF WORK.14.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL BELOW SLABUTILITIES PRIOR TO SAW CUTTING. COORDINATE ANY OR ALL CONFLICTS WITHARCHITECT PRIOR TO DEMOLITION WORK15.CONTRACTOR TO COORDINATE DEMO WITH FIXTURE AND CONSTRUCTIONPLANS.1.DEMOLISH & REMOVE EXISTING INTERIOR PARTITION WALLS INCLUDING ALLASSOCIATED FINISH, FRAMING, AND FASTENERS. (AS REQ'D BY NEW WORK)2.DEMOLISH & REMOVE EXISTING DOOR, FRAME & H.W.3.DEMOLISH & REMOVE EXISTING WINDOWS AND ALL ASSOCIATED FRAMES ANDFASTENERS, PREP OPENING FOR INSTALLATION OF NEW WINDOW, COORDINATE W/PROPOSED WORK4.DEMOLISH & REMOVE FINISH FLOORING DOWN TO CONCRETE SLAB, PATCH & REPAIRSLAB AS NECESSARY TO COMPLETE NEW WORK PER MANUFACTURER'S STANDARDINSTALLATION INSTRUCTIONS (SHOT BLAST ALL EXISTING CONCRETE AT AREAS OFDEMOLISHED TILE, TYP.5.DEMOLISH & REMOVE EXISTING LIGHTING, CUT BACK ELECTRICAL & COORDINATEEXTENTS W/ NEW WORK.6.DEMOLISH & REMOVE EXISTING CEILINGS, SOFFITS, ETC.7.DEMOLISH & REMOVE EXISTING PLUMBING.8.CUT BACK AND RELOCATE EXISTING ELECTRICAL TO COORDINATE W/ NEW WORK.9.SAWCUT & TRENCH EXISTING CONCRETE SLAB IN ORDER TO INSTALL NEWUNDERGROUND PLUMBING, COORDINATE EXTENTS WITH PLUMBING DWG'S. INTENT ISTO MAINTAIN A MINIMUM DISTURBANCE OF EXISTING SLAB. INFILL SLAB TO LIKE NEWCONDITION POST TRENCHING.10.DEMO EXISTING CEILING ASSEMBLY IN ITS ENTIRETY TO EXTENTS SHOWN, INCLUDINGBUT NOT LIMITED TO PANELS, GRID, SUSPENSIONS, LIGHTS, DIFFUSERS, GRILLES,FANS, ETC.11.DEMO CEILING HEADER IN ITS ENTIRETY.12.DEMO EXISTING MECHANICAL DUCT WORK WITHIN SPACE. REFER TO MEP DWGS.13.DEMOLISH & REMOVE EXISTING DOOR AND FRAME, PREP OPENING FOR NEW DOORAND FRAME.14.DEMO EXISTING EXTERIOR PARTITION TO PROVIDE OPENING FOR OUTSIDE AIR. REFERTO MEP DWG'S FOR MORE INFORMATION.15.SAWCUT & TRENCH EXISTING CONCRETE SLAB IN ORDER TO INSTALL NEWELECTRICAL AT TABLES. COORDINATE WITH ELECTRICAL DWG'S.16.EXISTING DEMISING WALL TO REMAIN.#KEY NOTESEXISTING CONSTRUCTIONTO REMAIN, AFFECTEDBY NEW ROKSCALE:1DEMOLITION PLAN1/4"=1'-0"EXISTING LANDSCAPE BERMN11111111222245633138456899713EXISTING TOREMAIN ELEC.PANELS8132A301142'-6"15161616NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_AD-100_DEMOLITION-FLOOR-PLAN.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAD100DEMOLITION FLOORPLAN
50'-2 1/4" LEASE DIMENSION ±60'-2" LEASE DIMENSIONEXISTING LANDSCAPE BERMB.O. DECK: 14'-4" A.F.F. B.O. STEEL BEAM: 12'-8.5" A.F.F. AREA: ±3,050 S.F. ADJACENTTENANTN.I.C.NSCALE:1DEMOLITION RCP PLAN1/4"=1'-0"10101010101011111012121. GENERALA. SUBMIT TO THE OWNER AND ARCHITECT SELECTIVE DEMOLITION SCHEDULE FOR APPROVAL,INCLUDING SCHEDULE AND METHODS FOR CAPPING AND CONTINUING UTILITY SERVICE. PROVIDE A LISTOF COMPANIES SCHEDULED TO RECEIVE RECYCLABLE DEMOLITION MATERIALS.B. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCEDIN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTSAND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK.C. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIALSAFETY, OSHA AND ALL OTHER LOCAL STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVINGJURISDICTION.D. OBTAIN AND PAY FOR ALL PERMITS, FEES, AND BACKCHARGES REQUIRED TO PERFORM THEDEMOLITION WORK AS REQUIRED BY ALL AGENCIES AND AUTHORITIES HAVING JURISDICTION.E. DEMOLITION CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL town of WELLESLEY &STATE OF MASSACHUSETTS REQUIREMENTS FOR PROTECTION OF PERSONS, PROPERTY, TRAFFIC,CONTROL, BARRICADES, TEMPORARY LIGHTING, ETC. FOR THE DURATION OF THE DEMOLITION CONTRACT.F. GENERAL CONTRACTOR TO PROVIDE AND COORDINATE A SCHEDULE FOR DEMOLITION WITH SPECIFICITEMS TO CONFORM WITH SCHEDULING FOR OTHER TRADES REQUIRED TO COMPLETE OR PERFORM ADIRECTLY RELATED PORTION OF WORK. COORDINATE WITH OWNER AND ABUTTERS REGARDINGDEMOLITION, NOISE, ETC.G. THE CONTRACTOR SHALL ASSURE HIMSELF THAT ALL OF THE WORK TO BE REMOVED, DEMOLISHED,CUT, PATCHED OR ALTERED AND ALL WORK REQUIRED TO BE REMOVED, DEMOLISHED, CUT, PATCHED ORALTERED FOR THE FULL COMPLETION OF THE PROJECT SHALL BE REMOVED, DEMOLISHED, CUT, PATCHED,OR ALTERED AT NO ADDITIONAL COST TO THE OWNER.2. HANDLINGA. WHEN THE NATURE OF DEMOLITION WORK REQUIRES THEIR USE, ERECT AND MAINTAIN DUST CHUTES &BARRIERS FOR THE DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS.B. REMOVE SALVAGE AND DEBRIS FROM THE SITE AS IT ACCUMULATES ON A DAILY BASIS. DO NOT STORE,SELL, BURN, OR OTHERWISE DISPOSE OF DEBRIS ON THE SITE. REMOVE ALL MATERIALS IN SUCH AMANNER AS TO PREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROMTHE SITE, CLEAN AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. ALL MATERIALS SHALL BE DISPOSEDOF IN A LEGAL MANNER OFF-SITE.C. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, WARNING SIGNS, LIGHTS,AND GUARDS NECESSARY TO PROTECT ADJACENT BUILDING OCCUPANTS, THE PUBLIC, AND WORKERSFROM INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.D. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGEVALUE WHICH ARE NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO OWNER SHALLBE REVIEWED WITH OWNER AS TO WHETHER THEY CAN BE REMOVED FROM THE PREMISES. STORAGE ORSALE OF ITEMS AT PROJECT SITE IS PROHIBITED. DEMOLISHED MATERIAL SHALL BE COMPLETELYREMOVED FROM THE SITE AND DISPOSED OF USING LEGAL METHODS.E. DO NOT CLOSE OR OBSTRUCT THE MEANS OF EGRESS, CORRIDORS, OR OTHER OCCUPIED SPACES.REVIEW ANY SEQUENCE OR PHASING ISSUES WITH BKA ARCHITECTS AND THE OWNER'S PROJECTREPRESENTATIVE. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER ORAUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.F. CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORMTEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY.G. SORT DEBRIS FOR RECYCLING TO THE GREATEST EXTENT POSSIBLE. REMOVE OR ARRANGE FOR THEREMOVAL AND TRANSPORT OF SORTED MATERIALS SCHEDULED TO BE RECYCLED TO APPROPRIATE OFFSITE FACILITIES EQUIPPED FOR THE RECYCLING OF SPECIFIC MATERIALS AS REQUIRED. PROVIDECONTAINERIZED DUMPSTERS FOR THE SORTING OF DEMO WASTES AS PROVIDED BY LOCAL COMPANIES.H. PRIOR TO THE WORK COORDINATE WITH THE OWNER. ALL ITEMS OR EQUIPMENT TO BE SALVAGED FORRE-USE, RELOCATION, OR DELIVERY TO THE OWNER.3. SEQUENCING AND EXECUTIONA. BY CAREFUL STUDY OF THE CONTRACT DOCUMENTS, DETERMINE THE LOCATION AND EXTENT OFSELECTIVE DEMOLITION TO BE PERFORMED.B. VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIORTO STARTING THE WORK.1. CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.2. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMAN TO ALSO IDENTIFY ITEMS TO BEREMOVED, ITEMS TO BE LEFT IN PLACE INTACT, ITEMS TO BE SALVAGED AND/OR FOR REUSE ANDRELOCATION, AND ITEMS TO BE REMOVED AND SORTED FOR RECYCLING.C. PREPARE AND FOLLOW AN ORGANIZED PLAN FOR DEMOLITION AND REMOVAL OF ITEMS.1. SHUT OFF, CAP, AND OTHERWISE PROTECT EXISTING UTILITY LINES IN ACCORDANCE WITH THEREQUIREMENTS OF THE PUBLIC AGENCY OR UTILITY HAVING JURISDICTION. NOTIFY DIG-SAFE AND townof WELLESLEY PRIOR TO EXCAVATION.2. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVED, LEAVINGSURFACES CLEAN, SOLID, AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. IN ALLACTIVITIES, COMPLY WITH PERTINENT REGULATIONS & GOVERNMENTAL AGENCIES HAVINGJURISDICTION.3. CLEARLY IDENTIFY ANY WALL, FLOOR, OR FLOOR STRUCTURE IDENTIFIED TO REMAIN BY THEARCHITECT AND STRUCTURAL ENGINEER.4. SHORE AND BRACE EXISTING CONDITIONS AS REQUIRED FOR THE REMOVAL OF EXISTINGCONSTRUCTION OR INSTALLATION OF NEW WORK TO ENSURE THE STRUCTURAL INTEGRITY OF THEBUILDING.5. DEMOLISH ALL ITEMS IN SMALL SECTIONS. LOWER HEAVY SECTIONS OF WALL, FLOOR, AND ROOFCAREFULLY SO AS NOT TO DISTURB THE STRUCTURAL INTEGRITY OF THE WORK SCHEDULED TOREMAIN.6. REFER TO ENGINEERED CIVIL, STRUCTURAL, MEP/FP DRAWINGS FOR RELATED DEMOLITIONREQUIREMENTS.D. USE MEANS NECESSARY TO PREVENT DUST BECOMING A NUISANCE TO WORKERS IN THE BUILDING,THE PUBLIC, NEIGHBORING BUILDINGS, AND TO OTHER WORK BEING PERFORMED.E. SCHEDULE & EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS AND ADJACENTPROPERTY AGAINST DAMAGE BY WIND-BLOWN OR FALLING DEBRIS.F. IN THE EVENT DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACESUCH ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL INCREASE IN COST OR TIME TO THEOWNER.G. WHERE EXISTING CONSTRUCTION TO REMAIN IS AFFECTED BY DEMOLITION OR INSTALLATION OF NEWWORK, PATCH, REPAIR OR REPLACE THE WORK AT SURFACES WHICH HAVE BEEN DAMAGED AND FINISHTO MATCH EXISTING (T.M.E.) ADJACENT CONSTRUCTIONS UNLESS NOTED OTHERWISE.H. FINISH NEW AND EXISTING SURFACES AS SCHEDULED. CLEAN EXISTING SURFACES OF DIRT, GREASE,AND LOOSE PAINT BEFORE REFINISHING.I. COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-USE, SHUT-OFF, STUB-OFF, CAPPING-OFF,OR UPGRADING OF ALL EXISTING, PLUMBING, SPRINKLERS, HVAC, FIRE ALARM, SECURITY AND ELECTRICALSYSTEMS, EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT LIMITED TO, UTILITY LINES, DUCTS,CONNECTIONS, PANELS, VENTS, FANS, PIPING, DEVICES, CONTROLS, OUTLETS, AND CONDUIT DURINGCONSTRUCTION AS REQUIRED, AS SCHEDULED, OR AS SPECIFIED IN ACCORDANCE WITH ALL LOCAL,MUNICIPAL AND STATE CODES TO SUIT THE WORK. COORDINATING INCLUDES THE WORK OF THE OWNER'SSUBCONTRACTORS OR VENDORS, AND NOTIFYING THE CITY OF LEICESTER AND LOCAL OFFICIALSINVOLVED.J. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITHINTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE ANDEXTENT OF CONFLICT. SUBMIT REPORT TO THE OWNER AND ARCHITECT IN WRITTEN, ACCURATE DETAIL.PENDING RECEIPT OF DIRECTIVE FROM OWNER'S REPRESENTATIVE, REARRANGE SELECT DEMOLITIONSCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT UNDUE DELAY.4. SCOPEITEMS TO BE DEMOLISHED AND REMOVED - INCLUDING BUT NOT LIMITED TO:EXISTING WALL CONSTRUCTION AS INDICATED TO BE REMOVED ON THE DRAWINGS.PORTIONS OF EXISTING PLUMBING, HVAC, AND ELECTRICAL SYSTEMS AS INDICATED FOR THEINSTALLATION OF NEW WORK.COORDINATE ALL EXISTING MECHANICAL ELECTRICAL & PLUMBING WORK TO BE DEMOLISHED W/ MEPDRAWINGS & SPECIFICATIONS.EXISTING TOILET ROOM FIXTURES, VANITIES, AND ACCESSORIES SHALL BE REMOVEDEXISTING CEILING SYSTEMS AND RELATED LIGHTING AS NOTED ON THE DRAWINGS.EXISTING DOORS AND FRAMES.INTERIOR AND EXTERIOR WINDOWS AS NOTED ON THE DRAWINGS.EXTERIOR WALL ASSEMBLIES AS NOTED ON THE DRAWINGS.EXISTING FLOORING SYSTEMS AS REQUIRED TO ACCEPT NEW WORK.EXISTING CONSTRUCTION TO REMAIN - INCLUDING BUT NOT LIMITED TO:1. EXISTING BUILDING EXTERIOR SHELL SCHEDULED TO REMAIN, INCLUDING BUT NOT LIMITED TOFOUNDATION SYSTEMS, SUPERSTRUCTURE, WALLS, ROOF AND RELATED CONSTRUCTION, ETC.2. EXISTING ARCHITECTURAL, STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL SYSTEMS, SERVICES,EQUIPMENT, FIXTURES, AND RELATED ACCESSORIES SCHEDULED TO REMAIN.ITEMS TO BE SALVAGED FOR REUSE OR TO BE SORTED FOR RECYCLING:1. ALL METAL PRODUCTS, INCLUDING BUT NOT LIMITED TO MISCELLANEOUS METALS, METAL DOORSAND FRAMES, STRUCTURAL STEEL. & DUCTWORK.2. MEP ITEMS PER DWGS. AND SPECS. ALL ALUMINUM PRODUCTS, INCLUDING BUT NOT LIMITED TOALUMINUM DOORS, FRAMES, AND DUCTWORK.3. ALL GLASS, INCLUDING MIRRORS.4. BRICK /MASONRY AS NEEDED FOR INFILL AND PATCHING.5. WOOD DECKING AS NEEDED FOR FLOOR PATCHING THROUGHOUT6. ANY OTHER ITEMS DEEMED RECYCLABLE BY THE G.C., OWNER OR ARCHITECT PRIOR TO THE STARTOF DEMOLITION.REMOVAL OF HAZARDOUS MATERIALS:REFER TO THE SPECIFICATIONS & HAZARDOUS MATERIALS REPORT, THE G.C. SHALL BE RESPONSIBLEFOR THE ABATEMENT OF ALL HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO, LEAD PAINT,PCB'S, ASBESTOS, ETC. IN ACCORDANCE WITH ALL PREVAILING M.G.L.'S THIS INCLUDES INDOOR AIRQUALITY TESTING AND COORDINATION AS PER THE CODE OF FEDERAL REGULATIONS 29.DRAWING NOTESCONSTRUCTION LEGENDTYPICAL DEMO NOTESDRAWING NOTES1.ANY GRADE OR ELEVATIONS SHOWN ARE BASED ON CIVIL ENGINEERS SURVEYINFORMATION. G.C. TO VERIFY IN FIELD PRIOR TO START OF ANY WORK ANDREPORT TO THE ARCHITECT AND OWNER ANY DISCREPANCIES - TYP.COORDINATE WITH T.O.A. DATUM2.THE GENERAL CONTRACTOR (G.C.) MUST FIELD-VERIFY ALL DIMENSIONS &CONDITIONS PRIOR TO THE WORK. NOTIFY THE ARCHITECT REGARDING ANYDISCREPANCIES.3.DRAWINGS ARE NOT TO BE SCALED. ALL WORK, LINES AND LEVELS SHALL BELAID OUT BY WRITTEN DIMENSIONS. GWB DIMENSIONS ARE FROM FACE OFFINISH TO FACE OF FINISH. ANY DEVIATIONS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT IMMEDIATELY. ALL DEVIATIONS SHALL BECORRECTED BY THE CONTRACTOR BEFORE HE BEGINS HIS PORTION OF THEWORK. START OF WORK INDICATES ACCEPTANCE OF CONDITIONS.EXISTING DOOR ANDFRAME ASSEMBLYTO REMAINEXISTING DOOR AND FRAME ASSEMBLYTO BE DEMOLISHEDEXISTING CONSTRUCTIONTO REMAINCOLUMN ANDREFERENCE LINESEXISTING WALLTO BE DEMOLISHEDELEVATION TAG/ FINISHFLOOR ELEVATIONEXISTING FLOORTO BE DEMOLISHEDEXISTING CONSTRUCTIONTO REMAIN- NO WORK AREASPECIFIC DEMOLITIONSCOPE - AREA INDICATION1.REMOVE EXISTING MISC. MACHINERY, EQUIPMENT, FURNITURE, FIXTURES,BRACKETS, NON STRUCTURAL WOOD TIES, BOLTS, AND NAILS. ETC. PATCH ANDREPAIR ADJACENT CONSTRUCTION AS REQUIRED TO MATCH EXISTING, TYPICAL.2.DEMO EXISTING CEILING GRID, LIGHTING FIXTURES, SUPPLY AND RETURN VENTS,AND ABOVE CEILING DUCT WORK, IN AREA AFFECTED BY SCOPE OF NEW WORK,BACK TO MAIN BRANCH UNLESS NOTED OTHERWISE IN THE CONSTRUCTIONDOCUMENTS.3.REMOVE EXISTING FLOORING, IN AREA AFFECTED BY SCOPE OF NEW WORK,DOWN TO CONCRETE SLAB. CLEAN AND PREP SURFACE TO RECEIVE NEWFINISH, COORDINATE WITH SPECIFICATIONS. SHOT BLAST ALL AREAS OFDEMOLISHED TILE.4.CUT EXISTING SLAB AS REQUIRED TO SUIT UNDER SLAB UTILITIES, ETC.COORDINATE W/ MEP, AND FIXTURE LAYOUTS (TYP.)5.CLEAN, SCRAPE, AND PREP EXPOSED EXISTING STRUCTURE AND UNDERSIDE OFEXISTING DECK TO RECEIVE PAINT FINISH. ALL EXISTING FIRE PROTECTIONCOATINGS SHALL REMAIN, COORDINATE EXTENTS IN THE FIELD.6.CLEAN, SAND, PATCH, AND PRIME EXISTING WALLS TO REMAIN. PROVIDE CONT.SMOOTH LEV 4 FINISH, TYP. IN ACTIVE WORK AREA, INCLUDING, BUT NOT LIMITEDTO: CEILINGS, STRUCTURE, DUCTWORK, UTILITES, PIPING, ETC.7.COORDINATE EXTENTS OF ALL DEMO WORK AND PENETRATIONS THROUGHEXISTING ROOF SYSTEM WITH MEP AND ARCH DRAWINGS PRIOR TOCOMMENCING WORK.8.NOT USED9.DEMO EXISTING VENTS, FLU'S, AND ROOF TOP PENETRATIONS. PATCH ANDREPAIR EXISTING MEMBRANE. COORDINATE WORK W/ EXISTING CONDITIONS ANDMEP DWGS10.ALL WORK SHALL COMPLY WITH THE EGRESS REQUIREMENTS SET BY THE LOCALINSPECTORS PRIOR TO THE START OF NEW / DEMOLITION WORK.11. G.C. TO HAVE PRE-DEMOLITION MEETING WITH ARCHITECT AND OWNER.12. ALL DEMOLITION DIMENSIONS ARE TO BE CONSIDERED APPROXIMATE.13.CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE WITHINTENT OF PROPOSED SCOPE OF WORK.14.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL BELOW SLABUTILITIES PRIOR TO SAW CUTTING. COORDINATE ANY OR ALL CONFLICTS WITHARCHITECT PRIOR TO DEMOLITION WORK15.CONTRACTOR TO COORDINATE DEMO WITH FIXTURE AND CONSTRUCTIONPLANS.1.DEMOLISH & REMOVE EXISTING INTERIOR PARTITION WALLS INCLUDING ALLASSOCIATED FINISH, FRAMING, AND FASTENERS. (AS REQ'D BY NEW WORK)2.DEMOLISH & REMOVE EXISTING DOOR, FRAME & H.W.3.DEMOLISH & REMOVE EXISTING WINDOWS AND ALL ASSOCIATED FRAMES ANDFASTENERS, PREP OPENING FOR INSTALLATION OF NEW WINDOW, COORDINATE W/PROPOSED WORK4.DEMOLISH & REMOVE FINISH FLOORING DOWN TO CONCRETE SLAB, PATCH & REPAIRSLAB AS NECESSARY TO COMPLETE NEW WORK PER MANUFACTURER'S STANDARDINSTALLATION INSTRUCTIONS (SHOT BLAST ALL EXISTING CONCRETE AT AREAS OFDEMOLISHED TILE, TYP.5.DEMOLISH & REMOVE EXISTING LIGHTING, CUT BACK ELECTRICAL & COORDINATEEXTENTS W/ NEW WORK.6.DEMOLISH & REMOVE EXISTING CEILINGS, SOFFITS, ETC.7.DEMOLISH & REMOVE EXISTING PLUMBING.8.CUT BACK AND RELOCATE EXISTING ELECTRICAL TO COORDINATE W/ NEW WORK.9.SAWCUT & TRENCH EXISTING CONCRETE SLAB IN ORDER TO INSTALL NEWUNDERGROUND PLUMBING, COORDINATE EXTENTS WITH PLUMBING DWG'S. INTENT ISTO MAINTAIN A MINIMUM DISTURBANCE OF EXISTING SLAB. INFILL SLAB TO LIKE NEWCONDITION POST TRENCHING.10.DEMO EXISTING CEILING ASSEMBLY IN ITS ENTIRETY TO EXTENTS SHOWN, INCLUDINGBUT NOT LIMITED TO PANELS, GRID, SUSPENSIONS, LIGHTS, DIFFUSERS, GRILLES,FANS, ETC.11.DEMO CEILING HEADER IN ITS ENTIRETY.12.DEMO EXISTING MECHANICAL DUCT WORK WITHIN SPACE. REFER TO MEP DWGS.13.DEMOLISH & REMOVE EXISTING DOOR AND FRAME, PREP OPENING FOR NEW DOORAND FRAME.14.DEMO EXISTING EXTERIOR PARTITION TO PROVIDE OPENING FOR OUTSIDE AIR. REFERTO MEP DWG'S FOR MORE INFORMATION.15.SAWCUT & TRENCH EXISTING CONCRETE SLAB IN ORDER TO INSTALL NEWELECTRICAL AT TABLES. COORDINATE WITH ELECTRICAL DWG'S.16.EXISTING DEMISING WALL TO REMAIN.#KEY NOTESEXISTING CONSTRUCTIONTO REMAIN, AFFECTEDBY NEW ROKNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_AD-101_DEMOLITION_RCP.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAD101DEMOLITION RCP
2A-000SCALE:1SITE PLANN.T.S.PLANNORTHNG.C.TO ENSURE PAD FOR NEW VRFUNITTENANTSPACE140'-1134"50'-2"PROPERTYLINEKINGSTREET SETBACKLINE19'-334"
7'-
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0CURB CUTLANDSCAPINGDISPENSARYSCALE:2ACCESSIBLE PARKING PLANN.T.S.NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-000-ARCHITECTURAL-SITE-PLAN.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA000ARCHITECTURAL SITEPLAN
UL DES. NO.: N/ASTC RATING: N/A1B1CVARIES5/8" G.W.B. ON BOTHSIDES OF 20 GA. MTL.STUDS @ 16" O.C.BASE AS SCHED. BOTHSIDESCARRY PARTITIONFULL-HEIGHT TO U.S.DECK6A510VARIESU.S G.W.B. CEILINGVARIESCEILING PLANE (TYP.)REFER TO RCP FORCEILING INFO.SIM.TYPICAL FULL HEIGHT PARTITION WITH SOUND ATTEN. BATTS. &ACOUSTICAL SEALANT. AS SHOWN WITH 3 5/8 " METAL STUDS.1DTYPICAL FULL HEIGHT PARTITION WITH GWB ON ONE SIDE AS SHOWNWITH FURRING 3 58" METAL STUDS.SCALE:1FULL HEIGHT PARTITION3/4" = 1'-0"TYPICAL1ATYPICAL FULL HEIGHT PARTITION, AS SHOWN W/ 3 5/8" STUDS.G.W.B. TO EXTEND TODECK WHERE EXPOSEDTYPICAL FULL HEIGHT PARTITION, AS SHOWN W/ 6" STUDS1ETYPICAL FULL HEIGHT PARTITION, AS SHOWN W/ 1 LAYER PLYWOOD ONEXTERIOR SIDE & G.W.B. ON INTERIOR SIDE. SEE DETAILS FOR PLYWOODSIZEUL DES. NO.: N/ASTC RATING: N/A4CEXISTING STRUCTUREONE LAYER OF 5/8" G.W.B.OVER MTL. FURRINGSTRUCTURECEILING PLANE (TYP.)REFER TO RCP FORCEILING INFO.7/8" MTL HAT CHANNELS 20G.A. @ 16" O.C.HORIZONTALLY112"4DSAME AS TYPE 4C WITH 5/8" M.R.G.W.B.ON WET SIDE OF WALLEXTEND G.W.B. TO 6"ABOVE CLG. OR WHEREEXPOSED EXTEND TODECK6"SCALE:4FURRING PARTITION3/4" = 1'-0"TYPICAL FURRING PARTITION ASSHOWN WITH 1 5/8" STUDS214"6"VARIESU.S G.W.B. CEILING1 5/8" MTL STUDES 20 G.A. @16" O.C.4A4BSAME AS TYPE 4A WITH 5/8"M.R.G.W.B. ON WET SIDE OF WALLTYPICAL FURRING PARTITION ASSHOWN WITH 7/8" HAT CHANNELSEXISTING STRUCTUREONE LAYER OF 5/8" G.W.B.OVER MTL. FURRINGSTRUCTURECEILING PLANE (TYP.)REFER TO RCP FORCEILING INFO.EXTEND G.W.B. TO 6"ABOVE CLG. OR WHEREEXPOSED EXTEND TODECKVARIESU.S G.W.B. CEILINGUL DES. NO.:STC RATING:SCALE:2VAULT PARTITION3/4" = 1'-0"TYPICALUL DES. NO.: N/ASTC RATING: N/A3BVARIES5/8" M.R.G.W.B. ON WET SIDES& 5/8" G.WB. ON DRY SIDES,ON 20 GA. MTL STUDS @ 16"O.C.BASE AS SCHED. BOTHSIDESCARRY PARTITIONFULL-HEIGHT TO U.S. DECK6A510VARIESU.S G.W.B. CEILINGVARIESCEILING PLANE (TYP.)REFER TO RCP FOR CEILINGINFO.SIM.6"SCALE:3AREA PARTITION3/4" = 1'-0"TYPICAL WET 3ATYPICAL WET FULL HEIGHTPARTITION, AS SHOWN W/ 3 5/8"MTL STUDSG.W.B. TO EXTEND TODECK WHERE EXPOSEDSAME AS TYPE 3A W/ FURRING STUDS AND5/8" M.R.G.W.B. ON ONE SIDEVARIESBASE AS SCHED. BOTH SIDES3DTYPICAL WET PARTIAL HEIGHT PARTITION W/3 5/8" STUDS (HEIGHT PER PARTITIONSCHEDULE ON A110)2A5203ESAME AS TYPE 3C W/ FURRING STUDS AND5/8" M.R.G.W.B. ON ONE SIDE3FSAME AS TYPE 3C W/ 6" STUDSSCALE:6FLOOR SLAB PATCH DETAIL3/4" = 1'-0"POUR NEW CONCRETEOVER SEALED STEGO WRAPAS SHOWNDOWELS ARE TO BE DRILLED ANDEPOXIED AT ALL SLAB CUTS ANDRESULTING PATCHESNOTE:OVERLAP NEW STEGO WRAP6" OVER CUT PIECE AND TAPEUNDER SLAB CONDUIT & PLUMBINGREFER TO ELECTRICAL & PLUMBINGDRAWINGS FOR MORE INFORMATIONUL DES. NO.: N/ASTC RATING: N/A714"5/8" M.R.G.W.B. ONWET SIDES & 5/8"G.WB. ON DRY SIDESOF 6", 20 GA. MTL.STUDS @ 16" O.C.BASE AS SCHED. BOTHSIDESVARIESU.S G.W.B. CEILINGCEILING PLANE (TYP.)REFER TO RCP FORCEILING INFO.6"358" METAL STUDS EACHSIDE STAGGERED TOBOTTOM OF STRUCTUREABOVE @ 48" O.C. (TYP)(2) #8-18 SD SCREWS20 GA SLOTTED MTLTRACK#8-18 SD SCREWSSCALE:5BRACED PARTITION3/4" = 1'-0"TYP. FULL HEIGHT2-POWDER ACTUATEDFASTENERS (.145~ X 1 12") @ 16"0.C. TYP.3CSAME AS TYPE 3A, AS SHOWN W/6" MTL STUDSN/AN/AVAULT SIDEBASE AS SCHEDULEDEITHER SIDE1 LAYER 5/8" TYPE 'X' GWB @EXTERIOR OF VAULTPARTITION. SEAL ALLPENETRATIONS W. FIRECAULKINGCEILING PLAN (TYP.) REFERTO RCP FOR CEILING INFO5/8" FRTW PLYWOODSHEATHING COVERINGDECK6" 18GA MTL STUDS @12" O.C.AMICO SECURITY MESH,ASM .75-9F MIN. ON ALLWALLS AND CLG. SECURACLIPS @ 12" O.C.1 LAYER 5/8" TYPE"X" GWB ON 58 F.R.G.W.B. @ U.S. OFVAULT CLG. & INTERIOROF PARTITIONS. SEAL ALLPENETRATIONS W. FIRE CAULKING8" MTL. STUDS @ 12" O.C.GAUGE BY LGMF DESIGNERMIN. R19 BATT INSULATION INWALLS OF ASSEMBLY ONLYNOTE:THIS DETAIL SHALL BE TYPICAL AT FIRE RATED FULLHEIGHT PARTITIONS THAT TERMINATE AT THE U.S. OFFLOORS DECKS & STRUCTURE2"
LEGCONT. STUD TRACK WITH2" DEEP LEGS ATTACHEDTO DECK1"STEEL DECK.TYPICAL PARTITIONCONSTRUCTION. REFERTO PARTITION TYPES ONTHIS SHEET AND REFER TOFLOOR PLANS FORLOCATIONSDO NOT ANCHOR G.W.B. TOTOP TRACKMINERAL WOOLMINERAL WOOL MIN 4-7/8"THICK COMPRESSED INTODECK FLUTES1/8" MIN UL LISTED SPECSEALAS200 FROM 1/2" ON DECK TO 1/2"OVER GWB. (PAINTED TO MATCHWALL.)1"NOTE:THIS DETAIL SHALL BE TYPICAL AT FULL HEIGHTPARTITIONS THAT TERMINATE AT THE U.S. OF FLOORSAND DECKS2"
LEGCONT. STUD TRACK WITH2" DEEP LEGS ATTACHEDTO DECK PAINTED TOMATCH WALL1"ROOF STRUCTURE ORDECK - REFER TODRAWINGS FOR TYPES ANDLOCATIONS.TYPICAL PARTITIONCONSTRUCTION. REFERTO PARTITION TYPES ONTHIS SHEET AND REFER TOFLOOR PLANS FORLOCATIONSDO NOT ANCHOR G.W.B. TOTOP TRACKSCALE:7DEFLECTION HEAD DETAIL3" = 1'-0"SEALANT JOINTTILE REFER FINISH SCHEDULETILE REFER FINISH SCHEDULEWATER PROOF MEMBRANE4" MIN. UP WALL, AS NEEDEDNO MOISTURE BARRIER ON GROUNDFLOOR OVER CONCRETE, UNLESSREQUIRED BY LANDLORDSCALE:8TOILET ROOM TILE DETAIL3" = 1'-0"M.R.G.W.B. TI.LE BACKER REFERTO PARTITION TYPESNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-100_PARTITION_SCHEDULE_&_DETAILS.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA100PARTITION SCHEDULE& DETAILS
G.C. TO F&I NEW MOP SINK. SEE DETAIL 5 ON SHEET A501 & COORD W/ PLUMBINGENG. DWGS.G.C. TO COORDINATE WITH FINISH PLAN & MILLWORK DETAIL SHEETS FORMILLWORK THROUGHOUT. PROVIDE BLOCKING AS NECCESSARY.COORDINATE ELECTRICAL REQUIREMENTS WITH MEP'SA1ELEV. TAG/FINISH FLOOR ELEV.ELEV.=NEW DOOR ANDFRAME ASSEMBLYCOLUMN ANDREFERENCE LINESWINDOW, CURTAIN WALL ORSTOREFRONT ASSEMBLY1.DRAWINGS ARE NOT TO BE SCALED. ALL WORK, LINES AND LEVELS SHALL BELAID OUT BY WRITTEN DIMENSIONS. GWB DIMENSIONS ARE FROM FACE OFFINISH TO FACE OF FINISH. ANY DEVIATIONS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT IMMEDIATELY. ALL DEVIATIONS SHALL BECORRECTED BY THE CONTRACTOR BEFORE HE BEGINS HIS PORTION OF THEWORK. START OF WORK INDICATES ACCEPTANCE OF CONDITIONS.2.G.C. MUST FIELD-VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THEWORK. NOTIFY THE ARCHITECT REGARDING ANY DISCREPANCIES.3.ANY GRADE OR ELEVATIONS SHOWN SHALL BE COORDINATED W/ CIVILENGINEERS SURVEY INFORMATION. G.C. TO VERIFY IN FIELD PRIOR TO STARTOF ANY WORK AND REPORT TO THE ARCHITECT AND OWNER ANYDISCREPANCIES - TYP. COORDINATE W/ T.O.A. DATUMA1 HR FIRE RATED WALLEXISTING WALL TO REMAINNEW WALL COORD. W/ WALLTYPESWALL MOUNTED FIREEXTINGUISHERRECESSED FIRE EXTINGUISHER1.THE GENERAL CONTRACTOR SHALL CONFORM TO AIA DOCUMENT A201 (1997GENERAL CONDITIONS).2.CLEAN AND PREP ALL SURFACES TO RECEIVE NEW FINISHES AS REQUIRED BYMANUFACTURER'S STANDARD SPECS, RECOMMENDATIONS AND DETAILS - TYP.3.THE G.C. SHALL BE RESPONSIBLE FOR DAILY REMOVAL AND LEGAL DISPOSALOF ALL DEBRIS OFF SITE.4.THE G.C. SHALL BE RESPONSIBLE FOR ALL PERMITS AND FEES AS REQUIRED BYTHE MUNICIPALITY.5.THE G.C. SHALL INSTALL ALL NEW INTERIOR FINISHES AT ALL SURFACES INCONFORMANCE TO LOCAL BUILDING CODES.6.THE G.C. MUST NOTIFY THE ARCHITECT OF ANY PROPOSED CHANGES BASEDUPON THE DISCOVERY OF LATENT CONDITIONS OR DISCREPANCIES BEFOREPROCEEDING W/ THE WORK, INCLUDING RELOCATION OF, OR ADDITIONS TO,PROPOSED FLOOR AND WALL OPENINGS.7.COORD. W/ LOCAL FIRE DEPARTMENT PRIOR TO ANY AND ALL SPRINKLERWORK.8.THE G.C. SHALL SEAL ALL THRU-WALL AND FLOOR PENETRATIONS WITH 3MBARRIER CAULK AND SEALANT ON USG SAFING; 2500 PSI GROUT AT CMU WALLPENETRATIONS. INSTALL ANY REQUIRED FIRE RATED PARTITIONS TOUNDERSIDE OF ROOF DECK.9.PROVIDE CONTINUOUS GALV. METAL EDGE TRIM AT ALL NEW GWB WORK.10.INSTALL A CONTINUOUS SEALANT BEAD ON BACKER-ROD AT ALL JUNCTURESOF DISSIMILAR MATERIALS -E.G. METAL TO CMU, STEEL TO ALUMINUM- AND ALLNEW MATERIAL JOINTS AS REQUIRED BY THE MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS, INDUSTRY STANDARDS AND GOODPRACTICE.11.G.C. IS TO PROVIDE AND COORDINATE SOLID BLOCKING WITH OWNER FOR ALLWALL MOUNTED EQUIPMENT, ACCESSORIES, HANDRAILS, LIGHT FIXTURES, ETC.TO INCLUDE BUT NOT LIMITED TO TOILET FIXTURES, WALL MOUNTEDMONITORS, MILLWORK, AND WALL MOUNTED PIN-UP BOARDS.12.INSTALL USG .093 CONTROL JOINTS AT 30'-0" O.C. MAX. AS PER USGSUGGESTED DETAILS AND SPECS.13.THE ARCHITECT SHALL BE RESPONSIBLE FOR CONFORMING TO LOCALBUILDING CODES FOR INSPECTION AND CONSTRUCTION CONTROL.14.THE G.C. SHALL BE RESPONSIBLE FOR COORDINATING AND PROVIDING FIREEXTINGUISHER TYPE, LOCATION, QUANTITY, AND A-V FIRE ALARMREQUIREMENTS WITH THE ALL LOCAL CODES.15.THE G.C. SHALL COORD. ALL FLOORING AND FINISHES W/ THE FINISH PLAN.SUBMIT ALL SHOP DRAWINGS, SAMPLES, CATALOG CUTS ETC., INCLUDINGCOLOR CHARTS FOR PAINTS AND STAINS FOR ALL EXTERIOR AND INTERIORFINISHES, TO THE ARCHITECT FOR SELECTION, REVIEW AND APPROVAL PRIORTO FABRICATION OR INSTALLATION.16.THE GC SHALL SUPPLY ALL LABOR & MATERIALS FOR A COMPLETE JOB UNLESSOTHERWISE DESIGNATED AS THE OWNER'S RESPONSIBILITY.101#EXISTING WALL AFFECTEDBY PROPOSED WORKSOFFIT ABOVE. SEE SECTION AND RCP.TV, RECESSED IN WALL, COORD. W/ INTERIOR DETAILS & A/V LAYOUT PLANSKAWNEER TRIFAB™ VG 450 STOREFRONT 2" MULLION AROUND DOOR.STOREFRONT WITH NARROW STILE DOOR. SSG MULLIONS @ LANDSCAPING.123456G.C. TO ENSURE SMOOTH FINISH LEVEL 4 ON ALL EXISTING WALLS TO BEREUSED.7KEYNOTESBOTTLE FILLER ELKAY EMASMB EZH20. #T9FB18905998SEE STOREFRONT DRAWINGS FOR NEW STOREFRONT WORK.9GC TO PROVIDE 58" FRTW FOR IT EQUIPMENT10N1A301EXISTING LANDSCAPE BERMADJACENTTENANTN.I.C.RECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111FEOFFICE104JANITORCLOSET103RECEIVING107ASECURITY110FEFEFEIT108STAFFSALES AREA102ASCALE:1CONSTRUCTION PLAN1/4" = 1'-0"1'-1134"3'-0"DOOR20'-812"3'-0"DOOR1'-1"2'-012"4'-93 4"7'-11"
4'-53 4"7'-63 4"3'-0"
DOOR
3"
3'-0"
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5'-4"
3'-9"7'-612"3'-0"DOOR23'-7"101110211022105110411031107A110611081109111111A301CL12233222251A3A3C3A3'-1114"45'-312"11'-714"36'-914"37'-1"7'-1134"13'-2"10'-113 4"37'-434"
5'-612"2'-412"2'-0"8'-2"1A3A3A3A3A21A21A223A21A1A3A5011I201BADC1I201FEHG9'-312"EX1'-5"9'-812"112"3'-0"DOOR5'-4"PM2PM211'-214"
8'-314"
10'-434"
1112"AAAAAA11A1AEXEX1A301778'-0"1A110184'-212"1'-11"221A1A1'-512"1'-3"8"2323455667778'-3"5'-0"222A50113'-1012"17'-2"4'-912"2107B11A1A3A3A972'-212"2'-214"10NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-101_CONSTRUCTION_PLAN.dwg Last save: Jan 15, 2021 - 3:55pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA101CONSTRUCTION PLAN
SCALE:1ROOF PLAN1/4"=1'-0"NPROPOSED VENT50'-214"60'-9"NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-102_ROOF_PLAN_&_DETAILS.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA102ROOF PLAN & DETAILS
NEW EXTERIOR LIGHTING. COORDINATE ALL EXTERIOR LIGHTING W/ MEP DWGS.PENDANTS TO BE CENTERED OVER GLASS CASE MILLWORK BELOW, V.I.F.COORDINATE VAULT LIGHTING TO BE CENTERED IN AISLES, V.I.F.LIGHT FIXTURES TO BE CENTERED IN SPACE AS SHOWN.RCP LEGEND# SYMBOLDESCRIPTIONNEW 24"x24" SUSPENDED ACT CEILING GRID SYSTEM(SEE FINISH SCHEDULE)-LED EXIT SIGN5/8" PAINTED G.W.B. SUSPENDED CEILING, PAINTED(SEE FINISH SCHEDULE)LT-66" RECESSED CAN(OUTPUT VARIES,REFER TO ELEC. DWG'S)# SYMBOLDESCRIPTION#1.) LIGHTING SHOWN ON THIS PLAN IS DIAGRAMMATIC AND FOR DESIGN INTENT ONLY.REFER TO MEP DRAWINGS FOR FIXTURE AND EQUIPMENT LOCATIONS, TYPES,REQUIREMENTS AND SPECIFICATIONS.2.) THE G.C. SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS FORABOVE-CEILING WORK INCLUDING, BUT NOT LIMITED TO: DUCTWORK, EQUIPMENT,DEVICES, AND CEILING-MOUNTED EQUIPMENT.3.) REFER TO MEP DRAWINGS FOR FINAL EMERGENCY LIGHT, EXIT SIGN AND LIGHTLOCATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN LIGHTING LOCATIONS ORTYPE.4.) COORDINATE WITH MEP, FP DRAWINGS FOR SPRINKLER DESIGN, LAYOUT, ANDCONFORMANCE TO ALL APPLICABLE CODES.5.) MECHANICAL EQUIPMENT IS SHOWN ON THIS SHEET FOR LOCATION ONLY. REFER TOMEP DRAWINGS FOR FIXTURE TYPES, REQUIREMENTS AND SPECIFICATIONS.6.) CEILING HEIGHTS SHALL BE NOT LESS THAN 9'-0" A.F.F UNLESS NOTED OTHERWISE.REFER TO THE REFLECTED CEILING PLANS FOR AREAS OF DIFFERING CEILING HEIGHTS.7.) INSTALL MATERIALS AND SUSPENSION SYSTEMS IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AS WELL AS ASTM C 636.COORDINATE THE INSTALLATION WITH THE MECHANICAL AND ELECTRICAL WORK TOENSURE PROPER LOCATIONS.8.) LEVEL THE CEILING TO WITHIN 1/8" IN 10 FEET IN BOTH DIRECTIONS. SCRIBE AND CUTPANELS TO FIT ACCURATELY. MEASURE AND LAYOUT TO AVOID LESS-THAN-HALF PANELUNITS TO THE GREATEST EXTENT POSSIBLE. (6" MIN.) ADJUST, CLEAN, AND TOUCH-UP ALLSYSTEM COMPONENTS. U.N.O. CENTER SPRINKLER HEADS ON CEILING PANEL.9.) CEILING TILE SHALL BE INSTALLED W/DOG EARS OR W/CUT REVEALS AT ALLPERIMETER WALLS T.M. PANEL REVEALS TYP..10.) PROVIDE ALL MOLDINGS, TRIM, CLIPS, SEALANT, ACCESSORIES, ETC. AS REQUIREDFOR A COMPLETE INSTALLATION OF ALL CEILING SYSTEMS PER MFGR'S SPECIFICATIONS,RECOMMENDATIONS, & STANDARD DETAILS.11.) PROVIDE HOLD DOWN CLIPS FOR CEILING PANELS AT ALL RATED LOCATIONS.12.) PROVIDE WRAPPED AND LABELED MAINTENANCE STOCK OF NEW MATERIAL EQUAL TO2% OF CEILING PANELS AND SUSPENSION SYSTEM INSTALLED.13.) PROVIDE 10 YEAR WARRANTY ON ALL SUSPENSION A.C.P. CEILING SYSTEMS.14.) G.C. RESPONSIBLE FOR EXTENDING & FINISHING WALLS TO UNDERSIDE OF DECKWHEN EXPOSED THROUGH SCOPE OF WORK, TYP.15.) ALL EXISTING TO REMAIN LIGHT FIXTURES IN AREAS W/ NEW WORK SHALL BERE-LAMPED TO MATCH EXISTING LAMP WATTAGE & COLOR.16.) G.C. IS RESPONSIBLE FOR SELECTIVE DEMOLITION FOR INSTALLATION OF NEWCEILINGS AND FIXTURES.17.) GC TO COORD. HEAT AND SMOKE DETECTORS AS REQ'D BY LOCAL FIRE DEPT.18.) GC TO COORD. ALL SMOKE DETECTORS, EMERG. LIGTHING & FIRE ALARM EQUIP.LOCATIONS WITH FA ENGINEERING DWGS.LIGHTING NOTES:1.PROVIDE CABLE SUSPENSION AS NEEDED2.ENCLOSED & GASKETED3.LENGTH PER PLANS\4.COORDINATE COLOR/FINISH WITH ARCHITECT.5.PROVIDE EMERGENCY OPTION FOR NORMAL/EMERGENCY EGRESS LIGHTING ASREQUIRED.6.SEE ARCHITECTURAL SECTIONS FOR MOUNTING HEIGHT(S).7.PROVIDE PLASTER RING FOR DRYWALL APPLICATION.8.PROVIDE 4100K HIGH CRI LAMPS, UNLESS NOTED OTHERWISE9.PROVIDE EXIT AND EGRESS LIGHTING TO COMPLY WITH NATIONAL AND LOCALCODES VOLTAGES ARE TO BE DETERMINED BY ELECTRICAL ENGINEER10.LAMP COMPATIBILITY TO BE VERIFIED BY ELECTRICAL ENGINEER11.ALL LIGHTING AS SPECIFIED OR APPROVED EQUAL. ARCHITECT OF RECORD TOCONTACT DESIGN FORUM FOR LIGHT FIXTURE SUBSTITUTION APPROVAL ASREQUIRED.14.CUT SHEETS FOR ALL SPECIFIED FIXTURES SHALL BE SUBMITTED TO ARCHITECT FORREVIEW & APPROVAL PRIOR TO ORDERING.GENERAL REFLECTED CEILING PLAN NOTESKEYNOTES123EXIST EXTERIOR LIGHTING. COORDINATE ALL EXTERIOR LIGHTING W/ MEP DWGS.45-INTERIOREMERGENCY- AUDIBLE/VISUAL FIREALARM (COLOR: WHITE)REFER TO ELEC. DWG'S- HVAC SUPPLY / RETURNREFER TO MECH. DWG'SNEW 24"x48" SUSPENDED ACT CEILING GRID SYSTEM(SEE FINISH SCHEDULE)LT-52X4 LENS LED FIXTURELT-1JUSTICE DESIGN6" WIDE CONCRETECERAMIC MINI PENDANTLT-48' RECESSED LINEARLT-24' RECESSED LINEARWALL-WASH FIXTURELT-36' RECESSED LINEARWALL-WASH FIXTURELT-7RECESSED EXHAUST FANw/ 6" DOWNLIGHTLT-EXT1SURFACE MTD EXTERIORLED LIGHTCAMERAS BY SECURITY VENDOR. G.C. TO PROVIDE CONDUITS AND PULL STRINGSBACK TO SECURITY ROOM.6SPEAKERS PROVIDED BY VENDOR.7LT-5C2X2 LENS LED FIXTURECEILING AC UNIT SECURITY PROOF MOUNTED ABOVE CEILING.8WALL MOUNTED UNIT. INSTALL PER MFR. STANDARDS.9LT-5LT-6WAPWAPWAPLT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-4LT-2LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT-6LT1LT-6LT-6LT-6LT-6LT-6LT-6LT-2LT-4LT-5LT-5LT-5LT-5LT-5LT-5LT-5LT-5LT-5LT-4LT-4LT-4LT-4LT-4LT-3LT-2N1A301EXISTING LANDSCAPE BERMADJACENTTENANTN.I.C.RECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111FEOFFICE104JANITORCLOSET103RECEIVING107ASECURITY110LT-6LT-5LT-5LT-6LT-6EX3EX3EX3EX3EX3EX3 EX3EX3EX3EX3EX3 IT108STAFFSALES AREA102ALT1LT1LT1LT-6LT-6LT-6LT-4LT-4EX3LT-5LT-5CSCALE:1REFLECTED CEILING PLAN1/4" = 1'-0"6'-0"6'-0"6'-0"6'-0"6'-0"2'-4"4'-812"6'-0"3'-114"2'-6"5'-03 4"20'-0"20'-0"5'-0"5'-2"6'-0"TYP.4'-012"4'-0"5'-1014"3'-012"
3'-1"8"5'-014"6'-0"6'-0"6'-0"6'-0"7'-234"5'-0"7'-113 4"5'-812"6'-0"6'-0"9'-612"9'-0" A.F.F.GWB10'-0" A.F.F.ACT155555557510'-0" A.F.F.ACT9'-0" A.F.F.ACT10'-0" A.F.F.GWB2'-534"8'-0"2'-0"8'-0"914"3'-11"10'-0" A.F.F.ACT9'-0" A.F.F.ACT9'-0" A.F.F.ACT6TYP.73'-5"
2'-7"69'-0" A.F.F.ACT6'-0"16'-0"31'-0"TYP.2'-1012"1'-012"9'-0" A.F.F.ACT1'-234"2'-712"1'-7"894NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-201_REFLECTED_CEILING_PLAN.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA201REFLECTED CEILINGPLAN
0'-0" A.F.F.FINISH FLOOR±8'-7" A.F.F.T.O. S.F.±14'-7" A.F.F.T.O. PARAPET±3'-6" A.F.F.T.O. S.F. SILL0'-0" A.F.F.FINISH FLOOR±8'-7" A.F.F.T.O. S.F.±14'-7" A.F.F.T.O. PARAPET±3'-6" A.F.F.T.O. S.F. SILL26SCALE:2DEMO ELEVATION1/4"=1'-0"SCALE:1FRONT ELEVATION1/4"=1'-0"3TRIFAB™ VG 450STOREFRONT 2" MULLIONAROUND DOOR.1011107B1LEASE LINELEASE LINEEXISTING STOREFRONT REMOVED FORINSTALLATION OF NEW STOREFRONT IN-PLACELANDSCAPE TO REMAIN.SSG MULLIONS WHEREINDICATED, TYP.MAIL SLOT IN STOREFRONTDOORLANDSCAPE TO REMAIN.3A3014A301TYP.4A301TYP.LEASE LINELEASE LINE1111111111122260'-2" EXTENTS OF DEMOEXISTING STOREFRONT REMOVED FORINSTALLATION OF NEW STOREFRONT IN-PLACESIGN UNDER SEPARATEPERMIT.SF1SF2SF11.SIGNAGE IS UNDER SEPARATE PERMIT REVIEW ANDONLY SHOWN FOR COORDINATION PURPOSES.GENERAL NOTESKEY NOTES123GLAZING TO HAVE TRANSLUCENT SECURITY FILMIN NOTED LOCATIONS ONLY. COORD W/WINDOWELEVATIONS & SCHEDULE.G.C. TO ROUGH IN POWER FOR EXTERIORSIGNAGE, COORD SIGNAGE INSTALLATION W/VENDOR.PIN-MOUNTED EXTERIOR SIGNAGE F&I BYVENDOR, G.C. TO COORD INSTALLATIONSCHEDULE.4OPAQUE MIRROR FILM±8'-7" A.F.F.T.O. S.F.10'-0" A.F.F.GWB±0'-0" A.F.F.T.O. FINISH FLOORSCALE:3SECTION @ ENTRY1 1/2" = 1'-0"2"KAWNEER 7-1/2" BOTTOM RAIL SINGLEACTING DOOR WITH BOTTOM DOORSWEEPKAWNEER SINGLE ACTING TOP 2 14" DOORHEADEREXISTING CONSTRUCTION TO REMAIN±8'-7" A.F.F.T.O. S.F.10'-0" A.F.F.GWB±0'-0" A.F.F.T.O. FINISH FLOORTRIFAB™ VG 450 FRAMING SYSTEM 2"SIGHTLINE FRONT SET - STICK ASSEMBLY "SSG"OUTSIDE GLAZED2"SCALE:4SECTION @ STOREFRONT, TYP1 1/2" = 1'-0"2"EXISTING CONSTRUCTION TO REMAINNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-301_EXTERIOR_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA301EXTERIORSTOREFRONT
SCALE:3ACCESSIBLE RESTROOM 105 ELEVATIONS1/2"=1'-0"ELEVATION CELEVATION AELEVATION B10'-0" A.F.F.U.S. GWBSCALE:1ACCESSIBLE RESTROOM 105 ENLARGED PLAN1/2"=1'-0"12"MAX.42"20"MIN.33"-36"A-1A-3A-6P-154"COAT HOOK
17" MIN.40" MAX.
U.S. MIRROR
40" MAX A.F.F.TOWEL DISPENSER
A-4A-2A-7A-8A-51051CL24X36A-41'-6"A-1A-3A-6A-7T-21'-6"ELEVATION DP-1SCALE:4ACCESSIBLE RESTROOM 106 ELEVATIONS1/2"=1'-0"WALL MTD. P-LAMSHELVING ON 3/4"MDF ON HEAVY-DUTY STANDARDS &BRACKETS, TYP.G.C. TO F&I IN-WALLBLOCKING. SEE DTL7/I302 FOR SIM.3'-0"SCALE:5TYP. MOP SINK ELEVATIONS1/2"=1'-0" 3'-0"
4'-0" FRP
FRPPROVIDEHOSEHOLDERG.C. TO F&I MOP &BROOM HOLDERBY BOBRICKB-223x24FRPELEVATION AELEVATION B3'-9"
4'-0" FRP
3'-9"COORDINATE W/PLUMBING SPEC.1'-3"
1'-0"1'-0"P-1P-17'-6"8'-0"1'-6"
1'-6"1'-0"3'-6"3'-0"
4'-034"3A501CBADACCESSIBLERESTROOM10510513'-0" DOOR514"3A3A3A3C30"x48"CLEAR58"x60"CLEAR5'-0
"øCLEAR6"ELEVATION B17" MIN.40" MAX.
U.S. MIRROR A-4A-7A-8ELEVATION CCL24X36A-41'-6"A-1A-3A-71'-6"A-2A-6ELEVATION D12"MAX.42"20"MIN.33"-36"A-1A-3A-6ELEVATION A9'-0" A.F.F.U.S. GWB0'-0" FIN. FLOORP-140" MAX A.F.F.
TOWEL DISPENSER P-1P-1P-1T-254"
COAT HOOK A-51061B3B3B3B3B3B33C7'-6"1'-6"3'-0"3C3A3"3'-0"DOOR4'-9"1061ACCESSIBLERESTROOM10630"x48"CLEAR58"x60"CLEAR6"3A3'-6"1'-0"1'-6"5'-0
"øCLEAR4A501CBADSCALE:2ACCESSIBLE RESTROOM 106 ENLARGED PLAN1/2"=1'-0"58"x60"CLEAR0'-0" FIN. FLOORA-4BOBRICK # B-3803BOBRICK # B-290 2436A-2A-8WELDED FRAME MIRRORRECESSED CONVERTIBLE PAPER TOWELDISPENSER / WASTE RECEPTACLENOTES:·ALL ACCESSORIES ARE TO BE F&I BY G.C. U.N.O.·REFER TO PLUMBING DWGS FOR FINAL PLUMBING FIXTURE SPECIFICATIONS.·G.C. TO PROVIDE RECESSED SOLID BLOCKING FOR ALL ACCESSORIES,INCLUDING GRAB BARS AND SINKS.·REFER TO ACCESSIBILITY DETAILS ON SHEET GC202 FOR ALL MOUNTINGHEIGHTS & SCHEDULES.·SEE SHEET I100 FOR FINISH SCHEDULE.BOBRICK # B-6806.99x42A-142" GRAB BARRESTROOM ACCESSORY SCHEDULEMFG. & NO.ITEMNO.A-3BOBRICK # B-7686SURFACE-MOUNTED TOILET TISSUEDISPENSERA-5HEAVY-DUTY CLOTHES HOOK W/ EXPOSEDMOUNTINGBOBRICK # B-211MOUNT @ 54" MAX. A.F.F.A-7SINK SHROUDREFER TO MEP &ENGINEER DWGS.A-6SURFACE-MOUNTED SANITARY NAPKINDISPOSALBOBRICK # B-254SOAP DISPENSERBOBRICK # B-2111NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-501_ENLARGED_FLOOR_PLANS_&_ELEVATONS.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA501ENLARGED FLOORPLANS & ELEVATONS
DOOR & FRAME SCHEDULEDOORFRAMEHARD
WARE
SET
LABEL
REMARKS#TOFROMWHTMAT'LELEVMAT'LELEVFIRST FLOOR101/ 1RECEPTION 101EXTERIOR3'-0"8'-51/4"1-3/4"MTLHM4MTLSF1A--102/ 1SALES FLOOR 102RECEPTION 1013'-0"7'-0"1-3/4"ALMAM1ALMPM2AM1--102/ 2SALES FLOOR 102RECEPTION 1013'-0"7'-0"1-3/4"ALMAM1ALMPM2AM1--103/ 1JANITOR CLOSET103RECEIVING 107A3'-0"7'-0"1-3/4"MTLHM2MTLPM1F-P-3104/ 1OFFICE 104RECEIVING 107A3'-0"7'-0"1-3/4"MTLHM2MTLPM1D-P-3105/ 1ACCESSIBLETOILET ROOM 105RECEPTION 1013'-0"7'-0"1-3/4"MTLHM1MTLPM1E-P-1106/ 1ACCESSIBLETOILET ROOM 106BREAK ROOM 1073'-0"7'-0"1-3/4"MTLHM2MTLPM1E-P-3107B/1BREAK ROOM 107STAFF AREA 102A3'-0"7'-0"1-3/4"MTLHM1MTLPM1B-P-3107A/1RECEIVING 107AEXTERIOR3'-0"8'-51/4"1-3/4"MTLHM4MTLSF1A-MAIL SLOT IN DOOR108/ 1IT 108BREAK ROOM 1073'-0"7'-0"1-3/4"MTLHM3MTLPM1C-P-3109/ 1VAULT 109BREAK ROOM 1073'-0"7'-0"1-3/4"STEELSTLMTLPM1C-P-3 | WELDED FRAME110/ 1SECURITY OFFICE110BREAK ROOM 1073'-0"7'-0"1-3/4"MTLHM2MTLPM1D-P-3111/ 1ELEC. CLO. 111VAULT 109(2)3'-0"7'-0"1-3/8"MTLHM3MTLPM1F-P-3 | VAULTSECURED DOOR ANDLOCKSETDOOR & HARDWARE NOTES·ALL DOOR FRAMES TO BE WELDED MTL.·CLASS 1 DOOR HARDWARE ON ALL DOORS.·SUBMIT SHOP DRAWINGS FOR ARCHITECT AND OWNER APPROVALPRIOR TO FABRICATION FOR ALL DOORS.·G.C. TO COORDINATE ROUGH OPENING SIZE TO MANUFACTURER'SRECOMMENDATIONS ACCORDING TO FINISH OPENINGS NOTED.·G.C. TO COORDINATE ALL HARDWARE SPECIFICATIONS WITH OWNERSECURITY & KEYING REQUIREMENTS.·ALL NEW DOOR HARDWARE TO BE PROVIDED WITH MAAB COMPLIANTLEVER HANDLES.·G.C. TO VERIFY IN FIELD ALL EXISTING OPENINGS, REQUIRED JAMBDEPTHS, AND EXISTING FRAMES THAT ARE TO REMAIN.·PROVIDE WEATHER STRIPPING AT DOOR PERIMETER ANDTHRESHOLD AT ALL EXTERIOR DOORS TYPICAL.·ALL KEY LOCKED DOORS W/KEY AT PULL SIDE OF SWING SHALLRECEIVE NON-REMOVABLE PIN HINGES- TYP.·ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THEEGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGEOR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP THEOPENING HARDWARE·EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT OR WITHOUTREQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE .·ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUMOF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE VISIBLETO PERSONS ALONG APPROACHING CIRCULATION PATHS.·MORTISE DOOR FRAMES, PROVIDE W/ REINFORCEMENT PLATES FORHARDWARE SECURITY WELD PLATES IN PLACE AT FACTORY & TAPFOR SCREWS, WELD IN FOUR PLACES. PROVIDE STRIKE PLATEREINFORCING.·PUNCH DOOR FRAMES FOR SILENCERS·FRAMES SHALL REST ON CONC. SLABS, SHALL BE SECURED W/CONCEALED CLIP ANGLES AND WALL ANCHORS (3 WALL ANCHORSPER JAMB, MIN., AND ONE CLIP ANGLE TYPE FLOOR ANCHOR PERJAMB)·FOR DOORS AND FRAME ASSEMBLIES REQUIRING A FIRE RATINGREFER TO PLAN DWGS FOR RATING AND LOCATION TYP.·ALL SINGLE-USER RESTROOMS TO BE KEYED ALIKE.·SHOP DRAWINGS FOR DOORS, FRAMES, AND HARDWARE TO BEREVIEWED BY SECURITY VENDOR PRIOR TO APPROVAL.·REMOTE DOOR RELEASE BUTTONS, KEYPADS, DOOR CONTACTS,ELECTRIC STRIKES, INTERLOCKING HARDWARE, AND INTERCOMS TOBE FURNISHED AND INSTALLED BY SECURITY VENDOR ANDCOORDINATED WITH G.C.DOOR AND FRAME SPECIFICATION NOTES:GENERAL1.ALL DOORS AND FRAMES SHALL COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDEPRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILARSERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STOREMATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2.SUBMIT TO ARCHITECT FOR APPROVAL ALL SAMPLES, SHOP DRAWINGS, AND PRODUCT DATA PRIOR TOBEGINNING THE FABRICATION PROCESS ON ANY WINDOW OR DOOR PRODUCT.3.FIRE RATED ASSEMBLIES ARE TO MEET THE STANDARDS OF NFPA 80, ASTM E 152, AND CLASS I OR AWHERE SCHEDULED TO BE RATED.4.SUBMIT THE MANUFACTURER'S STANDARD WARRANTY. INCLUDE LABOR AND MATERIALS TO REPAIR ORREPLACE DEFECTIVE MATERIALS.FLUSH WOOD DOORS AND WOOD FRAMES1.INTERIOR SOLID CORE FLUSH WOOD DOORS FOR STAINED FINISH SHALL BE AWI PREMIUM GRADE(PC-5) 5-PLY CONSTRUCTION WITH PARTICLEBOARD CORES, 1-3/4" THICK.2.INTERIOR SOLID CORE FLUSH WOOD DOORS FOR OPAQUE FINISH TO BE PAINT GRADE WITHPARTICLEBOARD CORES, 1-3/4" THICK. PAINT COLOR TO BE SELECTED BY THE ARCHITECT.3.INTERIOR WOOD FRAMES FOR OPAQUE FINISH TO BE PAINT GRADE WITH CUSTOM PROFILES ANDDETAILS TO BE SELECTED BY THE ARCHITECT.4.COMPLY WITH NWMA I.S.-1 AND AWI QUALITY STANDARDS. PRE-FIT DOORS TO FRAMES. PRE-MACHINEDOORS FOR HARDWARE SCHEDULED. FACTORY BEVEL ALL DOORS.5.VERIFY THAT FRAMES ARE PLUMB AND SQUARE AND THAT NO CONDITIONS EXIST WHICH WOULDPREVENT PROPER INSTALLATION OR FUNCTIONING OF DOORS. HANG DOORS USING FINISH HARDWAREAND ADJUST FOR CAREFUL FITTING AND PROPER OPERATION OF DOORS AND HARDWARE, MAKINGPROPER ALLOWANCES FOR FLOOR FINISHES OVER WHICH THE DOORS WILL SWING. SEAL ALLSURFACES OF DOOR EDGES AFTER CUTTING FOR FITTING.6.INSTALL DOORS WITH NOT MORE THAN 1/8" CLEARANCE AT TOP AND SIDES, AND 1/4" CLEARANCE ATBOTTOM (UNLESS NOTED OTHERWISE.)7.SAND AND PROVIDE FIRST COAT OF FINISH SYSTEM. FIELD FINISH, ADJUST, CLEAN, AND PROTECT.STEEL DOORS AND FRAMES1.STEEL DOORS AND FRAMES SHALL COMPLY WITH THE STANDARDS AND RECOMMENDEDSPECIFICATIONS OF ANSI/SDI-100.2.INTERIOR STEEL DOORS SHALL BE SEAMLESS HOLLOW CONSTRUCTION, ANSI/SDI-100, GRADE II,HEAVY-DUTY, 16 GAUGE MINIMUM COLD-ROLLED STEEL, 1-3/4" THICK.3.EXTERIOR STEEL DOORS SHALL BE FLUSH, ANSI/SDI-100, GRADE III, EXTRA HEAVY-DUTY SEAMLESSCONSTRUCTION, INSULATED, 16 GAUGE MINIMUM G-60 GALVANIZED SHEET STEEL, 1-3/4" THICK.THERMALLY RATED ASSEMBLIES TO MEET THE STANDARDS OF ASTM C 236 OR ASTM C 976.4.INTERIOR STEEL FRAMES FOR DOORS SHALL BE 16 GAUGE UP TO 5'-0" WIDE, 14 GAUGE OVER 5'-0" WIDE,WITH MITERED OR COPED CORNERS. FRAMES, JAMB AND HEAD CONNECTIONS TO BE NEAT, FLUSHMITRED/SQUARE SOLID JOINTS WITH HEAD SECURELY LOCKED TO TOPS OF JAMBS WITH MECHANICALFASTENERS.5.EXTERIOR STEEL FRAMES SHALL BE 16 GAUGE UP TO 5'-0" WIDE, 14 GAUGE OVER 5'-0" WIDE, ASTM A526STEEL WITH ASTM A525 G-60 GALVANIZING, FULLY WELDED WITH MITERED OR COPED CORNERS.PROVIDE (3) ANCHORS PER JAMB.6.FILL EXTERIOR FRAME PERIMETERS SOLID WITH GROUT - HOWEVER, PRIOR TO THIS WORK,COORDINATE ALL NECESSARY ROUGHS, INCLUDING ANY ACCESS SECURITY SYSTEM WIRING ANDCONDUIT RUNS FOR SAME.7.ALL DOORS INSTALLED AT EXTERIOR WALLS SHALL HAVE FULL WEATHERSTRIPPING ASMANUFACTURED BY NATIONAL GUARD OR APPROVED EQUAL.8.DOOR AND FRAME ACCESSORIES SHALL INCLUDE, BUT NOT BE LIMITED TO, DOOR SILENCERS, PLASTERGUARDS, AND GLAZING STOPS.9.WELDED FRAME CORNERS SHALL BE MITERED AND FILLED. WELD JOINTS CONTINUOUSLY AND GRIND,DRESS, AND MAKE SMOOTH.10.FABRICATE UNITS TO BE RIGID, NEAT IN APPEARANCE, AND FREE FROM DEFECTS, DENTS, WARP,BUCKLE, AND EXPOSED FASTENERS.11.PROVIDE NO LESS THAN (3) ANCHORS PER JAMB FOR ANCHORING OF FRAMES TO WALLS ORPARTITIONS. CLIP ANGLES FOR ANCHORING TO FLOOR SHALL BE WELDED TO THE BOTTOM OF EACHJAMB. ALL PRE-ASSEMBLED FRAMES SHALL HAVE REMOVABLE ANGLE SPREADERS SECURELYFASTENED TO THE BOTTOM OF JAMBS FOR RIGIDITY DURING SHIPPING AND CONSTRUCTION. DO NOTREMOVE UNTIL FRAMES ARE SECURELY IN PLACE.12.PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE SCHEDULED. PROVIDE FOR (3) SILENCERS ONSINGLE DOOR FRAMES AND (2) ON DOUBLE DOOR FRAMES.13.TOUCH UP DAMAGED COATINGS AND LEAVE READY TO RECEIVE FINISH PAINTING.FINISH HARDWARE1.PROVIDE FINISH HARDWARE THROUGHOUT AS SPECIFIED AND AS NEEDED FOR A COMPLETE ANDPROPER INSTALLATION FOR SWINGING AND SLIDING DOORS.2.HARDWARE SHOULD CONFORM TO THE RULES AND REGULATIONS OF THE MAAB, ANSI/A-117, &AMERICANS WITH DISABILITIES ACT TITLE III STANDARDS.3.PROVIDE SERVICES OF AN AHC OR DAHC MEMBER OF THE AMERICAN SOCIETY OF ARCH. HARDWARECONSULTANTS TO PREPARE & REVIEW HARDWARE SCHEDULE PRIOR TO SUBMISSION TO ARCHITECTFOR APPROVAL.4.HARDWARE QUALITY SHOULD BE HIGH FREQUENCY FOR PUBLIC AREAS, PASSAGE, AND CULTIVATIONDOORS, MODERATE FREQUENCY FOR ALL OTHER LOCATIONS, US 26D, SATIN CHROME FINISH (U.N.O.)PROVIDE MATCHING COVERS FOR ALL CLOSERS.·HINGES, BUTTS AND PIVOTS: FULL MORTISE, CONCEALED BALL BEARING TYPE; IVES OR APPROVEDEQUAL.·LOCKSET AND LATCHSETS: HEAVY DUTY COMMERCIAL CYLINDRICAL LEVER SETS WHEREINDICATED: SCHLAGE D SERIES X 06 LEVER HANDLE DESIGN OR APPROVED EQUAL·LOCK CYLINDERS AND KEYING: INTERCHANGEABLE CORE PIN TUMBLER LOCK CYLINDERS ANDNICKEL SILVER KEYS.·CLOSERS: FALCON LOCK SERIES AS SCHEDULED OR APPROVED EQUAL. ALL CLOSERS TO MEETHANDICAPPED ACCESSIBILITY CODES.·DOOR TRIM: KICKPLATES AND PUSH / PULLS, STAINLESS STEEL AS MANUFACTURED BY IVES ORAPPROVED EQUAL.·FLUSH BOLTS: IVES OR APPROVED EQUAL.·SILENCERS: ROCKWOOD OR APPROVED EQUAL·WALL BUMPERS: IVES OR APPROVED EQUAL.·STOPS: IVES OR APPROVED EQUAL.·THRESHOLDS: NATIONAL GUARD OR APPROVED EQUAL. 1/2" MAXIMUM FOR HANDICAPPED ACCESS.·WEATHERSTRIPPING: NATIONAL GUARD OR APPROVED EQUAL.5.INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS ANDAPPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENTCONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH THE WORK OF OTHER TRADES.6.ADJUST OPERATION, CLEAN, AND PROTECT. REPLACE ANY DAMAGED OR MISSING ITEMS.ALUMINUM STOREFRONT SYSTEM NOTES:1.ALUMINUM STORE FRONT SECTIONS SHALL BE STILE-AND-RAIL TYPE, 1-3/4" THICK W/A 3-1/2" MEDIUMSTILE WITH MECHANICALLY FASTENED AND REINFORCED JOINTS, COMPRESSION AND SLIDINGWEATHERSTRIPPING, TRIFAB VERSA MODEL 451T SWING DOOR BY KAWNEER OR APPROVED EQUAL.2.ALUMINUM DOOR FRAMING SHALL BE 2"X4-1/2" UNITS FABRICATED FROM ALUMINUM EXTRUSIONS, ASTMB221, AND SHEET, ASTM B209, WITH THERMAL BREAK: TRIFAB II 451T BY KAWNEER OR APPROVEDEQUAL. FINISH TO BE SELECTED BY ARCHITECT, G.C. PROVIDE COLOR SAMPLES FOR SELECTION.3.GLAZING AT STOREFRONT SYSTEM SHALL BE 1" THICK INSULATING GLASS UNIT, WITH SOLAR BAN 60GLAZING AS MANUFACTURED BY PPG GLASS TECHNOLOGY.4.VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION WHERE POSSIBLE. PROVIDE SHIM ANDSEALANT SPACE AT PERIMETER OF ALL FRAMES PER MANUFACTURER'S RECOMMENDATIONS.5.INSTALL ALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS,SPECS, INSTRUCTIONS AND REVIEWED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPERRELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH THEWORK OF OTHER TRADES.6.ANCHOR SECURELY IN PLACE, INSTALL PLUMB, LEVEL, AND IN TRUE ALIGNMENT, WITH SHIMS ASREQUIRED. ISOLATE DISSIMILAR MATERIALS TO PREVENT CORROSION.7.COORDINATE WITH GLASS AND GLAZING WORK. INSTALL HARDWARE AND ADJUST FOR SMOOTHOPERATION.8.PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A MA REGISTERED P.E. DELINEATING STRUCTURALAND WINDLOAD REQUIREMENTS.HARDWARE SETS:A1.FRAMED GLASS ENTRY DOORS:PROVIDE:2" X 4-1/2" FRAME W/ CONCEALED OVER HEAD CLOSERS (90 DEGREE HOLD-OPEN),STANDARD THRESHOLD AND WEATHER STRIPPING.CENTER-PIVOT NARROW STILE ALUMINUM DOOR,(2) 36" BACK-TO-BACK LADDER STYLE DOOR PULLS W/ OFFSETS,STOPS FOR 1/4", 1/2", OR 9/16" (IMPACT) GLASS,10" BOTTOM RAILS,(2) BOTTOM RAIL LOCKS(2) "BEST" 7-PIN INTERCHANGEABLE CORE CYLINDERS (AT EXTERIOR),(2) STANDARD THUMB TURNS (AT INTERIOR)(2) BOTTOM DOOR RAIL SWEEPS.(1)CRL BLACK ANODIZED BULK PACKED 1-11/16" X 8-5/8" OPENING STANDARD MAILSLOTA.EGRESSHINGESRIM EXIT DEVICECLOSERWEATHER STRIPPINGDOOR BOTTOMSADDLE THRESHOLDDOOR CONTACTSELECTRIC STRIKEB.PASSAGE(3) HINGESPASSAGE LOCKSETCLOSERKICKPLATE (PUSH SIDE)DOOR SILENCERSWALL/FLOOR STOPDOOR CONTACTSELECTRIC STRIKEB1.HINGESKAWNEER CO-12 PULL1 DEAD LATCH PUSH SIDECLOSERMORTISE CYLINDERTHUMBTURNCONSTRUCTION COREFINAL COREELECTRIC STRIKEC.STOREROOM(3) HINGESSTOREROOM LOCKSETDOOR SILENCERSWALL/FLOOR STOPDOOR CONTACTSELECTRIC STRIKEC1.SAME AS (C) BUT ADD:WEATHER STRIPPINGDOOR BOTTOMSADDLE THRESHOLDD.OFFICE(3) HINGESOFFICE LOCKSETDOOR SILENCERSWALL/FLOOR STOPCOAT/HAT HOOKDOOR CONTACTSELECTRIC STRIKEE.PRIVACY(3) HINGESSTOREROOM LOCKSETCLOSERKICKPLATE (PUSH SIDE)DOOR SILENCERSWALL/FLOOR STOPF.CLOSET(3) HINGESSTOREROOM LOCKSETSINGLE DUMMY LEVERDOOR SILENCERSWALL/FLOOR STOPSTL: LVL 3 BALLISTIC DOOR UL7522"X14" THICK STEEL PLATE ASTRAGAL RUNNING LENGTH OF DOOR. PLUG WELEDED EVERY 12" NO CUT OUTS & ATTACHED TO APPLICABLE DOORDOORNOTES:**GC TO COORDINATE WITH SECURITY VENDOR FOR ELECTRIC STRIKE AND CARD READER REQUIREMENTS**SCALE:1DOOR & FRAME ELEVATIONS1/4" = 1'-0" PAINTED 16 GA.PRESSED MTLFRAMEPM17'-0"3'-0"2"2"2"
7'-2"T= TEMPEREDHM1INSULATED MTLDOOR3'-4"KAWNEER TRIFAB™451UT FRAMING SYSTEM& GLAZING W/ 3MWINDOW FILMPM23'-0"8'-8"SF1KAWNEER TRIFAB™451UT FRAMING SYSTEM &FRONT GLAZED 2"X4-1/2"EXTERIOR ALUMINUMBLACK2"4'-8"2"3'-0"2"1'-2"2"2"6'-10"2"1'-8"
9'-0"HOLLOW MTL W/3/4" UNDERCUT &LOUVERHM2HOLLOW MTLDOORHM3AM1STLNATIONAL STEELBULLETPROOF DOORALUMINUM DOORW/ DOUBLEGLAZING W/ FILMT10"HM4STOREFRONTENTRY DOOR2"2"1'-112"1'-112"2"2"8'-514" V.I.F.
3'-8"
A.F.F. V.I.F.
4'-914"8'-2" R.O.V.I.F.TRIFAB™ VG 450 FRAMING SYSTEM 2"SIGHTLINE FRONT SET - STICK ASSEMBLY"SSG" OUTSIDE GLAZED - LOW-E GLAZINGWITH SECURITY FILMTSF2TT8'-538" V.I.F.3'-0"3'-0"3'-0"3'-0"3'-0"7'-0"
7'-0"
7'-0"
7'-0"T3'-0"NOTE:G.C. TO COORDINATE WIDTH OF SADDLE TOMATCH WIDTH OF DOOR BUCK.21DOOR BUCKSEE FINISHPLANS ANDSCHEDULEFORFLOORINGMARBLE SADDLESCRIBED AROUNDDOOR STOP IN 1/2"THICK THIN-SETV.I.F.SEE FINISH PLANSAND SCHEDULEFOR FLOORINGDOORSTEEL FRAME - SEE DOORSCHEDULE (TYP.)JAMB ANCHOR (TYP.)VARIESVARIES2"
5 8"12"12"DOOR - SEE DOORSCHEDULE (TYP.)VARIES - SEE PLANS(2) 2x6 METAL STUDS W/ 12"PLY. @ NON-LOAD BEARINGLOCATIONS (TYP.) REFERTO STRUCTURAL DWG'SFOR BEARING LOCATIONSSCALE:3TYP. SADDLE DETAIL3"=1'-0"SCALE:2TYP. PM JAMB/HEAD3"=1'-0"SCALE:5WINDOW ELEVATIONS1/4"=1'-0"AA13'-8"A.F.F. V.I.F.4'-914"8'-2" R.O.V.I.F.3'-8"A.F.F. V.I.F.4'-914"8'-2" R.O.V.I.F.TRIFAB™ VG 450 FRAMING SYSTEM 2"SIGHTLINE FRONT SET - STICK ASSEMBLY"SSG" OUTSIDE GLAZED - LOW-E GLAZINGWITH SECURITY FILMTRIFAB™ VG 450 FRAMING SYSTEM 2"SIGHTLINE FRONT SET - STICK ASSEMBLY "SSG"OUTSIDE GLAZED - LOW-E GLAZING WITHOPAQUE MIRROR & SECURITY FILMTTWINDOW SCHEDULEWINDOWFRAME3MWINDOWFILMREMARKSELEVNEW /EXISTMAT'LTYPEWIDTHHEIGHTSILL HTAFFWIDTHHEIGHTANEWMTLFIXED7'-10"4'-9 1/4"3'-8"8'-0"5'-1"NOTRIFAB™ VG 450O.A.E.A1NEWMTLFIXED7'-10"4'-9 1/4"3'-8"8'-0"5'-1"YESTRIFAB™ VG 450O.A.E.T = 3/4" TEMPERED GLAZING·SUBMIT SHOP DRAWINGS FOR ARCHITECT AND OWNER APPROVAL PRIOR TO FABRICATION FOR ALLWINDOWS & STOREFRONTS.·FRAME SIZES: REFER TO WINDOW SCHEDULE FOR INTERIOR DIMENSIONS (FOR PRICING ONLY, V.I.F. PRIORTO ORDERING PRODUCT)·INSUL. ADVANCED LOW-E INSULATING GLASS WITH ARGON AT EXTERIOR WINDOWS.·G.C. TO COORDINATE ROUGH OPENING SIZE TO MANUFACTURER'S RECOMMENDATIONS ACCORDING TOFINISH OPENINGS NOTED.·GLASS BREAKS TO BE FURNISHED AND INSTALLED BY SECURITY VENDOR AND COORDINATED WITH G.C.WINDOW NOTES:NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_A-701_DOOR_ELEVATIONS_&_SCHEDULES.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITA701WINDOW & DOORELEVATIONS &SCHEDULES
N1A301EXISTING LANDSCAPE BERMADJACENTTENANTN.I.C.RECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111FEOFFICE104JANITORCLOSET103RECEIVING107ASECURITY110CHECK-IN FEFEFEIT108595 NSF232 NSF26 NSF41 NSF527 NSF66 NSF66 NSF94 NSF38 NSF61 NSF1,264 SFSTAFFSALES AREA102A386 SFBOTTLE FILLERTV TVSCALE:1FURNITURE PLAN1/4" = 1'-0"CHR-1CHR-1TBL-1TV-2REFRTBL-2CHR-4TV-111TYP.FIREFIREFIRENTWKFLWLDISP2BW-1BW-SCD-1CHECK2I303CHR-2SAFEMCRW7I3042I3048'-218"3'-0"1I3014I3011I3031I3056AI3019I301DISP2DISP1DISP1DISP314'-0"6'-514"5'-912"5'-912"6'-514"7'-11"2'-0"1112"5'-103 4"4'-0"BRAND 4'-103 4"8'-934"CL7'-5"7'-5"8'-234"8'-912"13'-234"10'-114"8'-612"6'-614"
6'-934"
6'-0"
TV-1
C-BWBRANDBRAND
TABLE-6V-REFV-SHELFCHR-2CHR-2ATMATMSHELFSHELFSHELFCHR-3CHR-3CHR-3SM-SAFETABLE-6TABLE-6V-SHELFV-SHELFV-SHELFV-SHELFS-DESKBOH-KLKR 1111223334444569'-734"DISP1DISP14'-0"BRAND 1'-714"BRAND
8'-4"8AI301REFREFFIXTURE SCHEDULEFURN.SYMBOLMANUFACTURERREMARKSDESCRIPTIONTAGQUANTITYBLOCKINGINST.STAFF BREAK TABLE,GRAY1FURNISHED BY G.C.INSTALLED BY G.C.G.C.N/ATBL-2TBDBANQUET CHAIR,BLACK4G.C.N/ADIMENSIONSTBDV.I.F.ULINEH-5678BL WHITEFURNISHED BY G.C.INSTALLED BY G.C.FURNISHED BY G.C.INSTALLED BY G.C.FRIGIDAIRE 18-CU FTTOP FREEZERREFRIGERATOR1G.C.N/AREFR30" x 66" x 30"LOBBYBACK OF HOUSEFURNISHED BY G.C.INSTALLED BY G.C.INTERION 24 HOURMESH BACK, BLACK3G.C.N/ACHR-3-LOWE'STHIS S
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A
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A
I
N
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A
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L ACCESSIBLE RESTROOM 105SEE SHEET A501 FOR PLUMBING FIXTURESACCESSIBLE RESTROOM 106SEE SHEET A501 FOR PLUMBING FIXTURESFURNISHED BY G.C.INSTALLED BY G.C.SWOOP CHAIR11G.C.N/ACHR-1-SEQUOIAATMSALES FLOORFURNISHED BY G.C.INSTALLED BY G.C.2G.C.G.C.ATMFURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORTELEVISION4G.C.G.C.TV-1SAMSUNGUN65NU6900G.C.G.C.G.C.FURNISHED BY G.C.INSTALLED BY G.C.SWOLE SMALL TABLE1G.C.G.C.N/ATBL-1-BLU DOTG.C.G.C.FURNISHED BY G.C.INSTALLED BY G.C.LOBBY TELEVISIONG.C.G.C.TV-2FURNISHED BY G.C.INSTALLED BY G.C.GE COUNTERTOPMICROWAVE, WHITE1G.C.N/AMCRW12" x 21" x 17.75"LOWE'SG.C.FURNISHED BY G.C.INSTALLED BY G.C.RL SERIES 19" OPEN FRAMERACK MODEL #96-O53RLCABLE LADDER MODEL#96-986CLLADDER WALL SUPPORTBRACKET: CLH-WRS-W18-W24BASE RL 10 SERIES MODEL#1-2202MRGR:FOR ALL PARTS ISMIDDLE ATLANTIC PRODUCTS1G.C.N/ANTWKNETWORKASSEMBLY PARTSG.C.GLOBALINDUSTRIALFURNISHED BY G.C.INSTALLED BY G.C.FIRE EXTINGUISHER3G.C.G.C.N/AFIREN/AFECOMPUTERS & TECH PROVIDED BY OWNER.#1KEYNOTESFURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORCONCENTRATEBOOKSHELF6G.C.G.C.SEEFIXTUREDWGSSHELF3' x 1'-2"SUPPORTSFIXTURE VENDORFURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORDISPLAY CASE4G.C.G.C.N/ADISP-13' x 2'-6"FURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORDISPLAY CASE2G.C.G.C.N/ADISP-26'FURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORFLOWER WALL1G.C.G.C.N/AFLWL14'FURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORBACKWRAPCOUNTER1G.C.G.C.N/ABW-137'-1" x 2'-0"FURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORBACKWRAPSHELVING1G.C.G.C.N/ABW-SFURNISHED BY G.C.INSTALLED BY G.C.SALES FLOOR CASHDESK1G.C.G.C.N/ACD-128'-10 14" x 2'-6"FURNISHED BY G.C.INSTALLED BY G.C.VAULT SAFE1G.C.G.C.N/ASAFEBARKSA AX12674FURNISHED BY G.C.INSTALLED BY G.C.LOBBY CHECK-INDESK1G.C.G.C.N/ACHECKSEE PLANS V.I.F.N/AFURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORDISPLAY CASE1G.C.G.C.N/ADISP-38' x 2'SEEFIXTUREDWGSN/A1SAMSUNG85" CLASS 8 SERIESLEDSEEMFRDWGSFURNISHED BY G.C.INSTALLED BY G.C.GREYLEIGH2G.C.N/ACHR-2-FLANNIGANG.C.FURNISHED BY G.C.INSTALLED BY G.C.LOBBY CHECK-INSUPPORT DESK1G.C.G.C.N/AC-BWN/ASEE PLANS V.I.F.FURNISHED BY G.C.INSTALLED BY G.C.SMALL SAFE1G.C.G.C.N/ASM-SAFEBARKSA AX12588FURNISHED BY G.C.INSTALLED BY G.C.6' TABLE3G.C.G.C.N/ATABLE-6ULINEFURNISHED BY G.C.INSTALLED BY G.C.VAULTREFRIGERATION1G.C.G.C.N/AV-REFINFRICO IRR-AN49FURNISHED BY G.C.INSTALLED BY G.C.5G.C.G.C.N/AV-SHELFFURNISHED BY G.C.INSTALLED BY G.C.SITE BUILT DESK1G.C.G.C.N/AS-DESKSEE PLANS &MILLWORK DTLSMILLWORKERCHR-4FURNISHED BY G.C.INSTALLED BY G.C.KITCHENETTE1G.C.N/ABOH-K8'-4"G.C.MILLWORKER | IKEA |LOWE'SFURNISHED BY G.C.INSTALLED BY G.C.BOTTLEFILLER1G.C.N/ABFBUTTON AT 4'MAX HEIGHTG.C.ELKAY EMASMBEZH20. #T9FB1890599FURNISHED BY G.C.INSTALLED BY G.C.LOCKERS1G.C.N/ALKRG.C.ULINE 3 TIER 3 WIDE12" DEEPH-5548GR1.LOCATION OF POWER AT MILLWORK TO BE COORD. W APPROVED MILLWORK SHOP DRAWINGS2.REFER TO RCP FOR OUTLETS FOR LIGHT FIXTURES, LIGHT COVES, ADN SPECIAL SYSTEM DEVICES.3.OUTLETS FOR EXTERIOR FACADE SIGNAGE TO BE COORD. WITH SIGN VENDOR.4.LED VIDEO SYSTEM REQUIREMENTS TO BE VERIFIED WITH VENDOR.5.TYPE AND COLOR OF SOCKETS ADN SWITCHES LOCATED AT SALES TO BE SUBMITTED TO ARC/GC FOR APPROVAL.6.GC RESPONSIBLE FOR COORDINATING FIT OF FIXTURES WITH SHOP DRAWINGS.GENERAL NOTES37'-1" x 1'-2"-----SEE PLANS &MILLWORK DTLSDWT4585XMOUNT-DWM3770XMOUNT-GC TO COORDINATE POWER REQUIREMENTS AND FINAL LOCATIONS WITH APPROVED MILLWORK DRAWINGS ANDTRENCH SLAB AS REQUIRED. GC TO VERIFY REQ'S WITH CLIENT AND MILLWORKERS PRIOR TO START OF WORK.2WALL RECEPTACLE FOR POWER CONNECTION OF FLOOR FURNITURE/FIXTURE. GC TO VERIFY FINAL LOCATION ANDMOUNTING HEIGHT WITH CLIENT3SEE ARC. MILLWORK DRAWINGS FOR MOUNTING HEIGHTS.4GC TO PROVIDE WALL RECEPTACLE FOR SPECIFED BOTTLE FILLER. HEIGHT AND LOCATIONS PER MFR. SPECIFICATIONS.5GC TO PROVIDE POWER FOR EXTERIOR SIGNAGE. COORDINATE WITH VENDOR FOR LOCATION.6YARIO OR ATM PROSG2500 GENMEGAFURNISHED BY G.C.INSTALLED BY G.C.SALES FLOORREFRIGERATOR2G.C.G.C.N/AREF-HYDRA COOLGRAB-N-GOKGL-OF-50-SULINE SHELVINGH-315648"x18"x69"WIRE SHELVES H-3182CPLASTIC LINER H-2435FIXTURE VENDORFIXTURE VENDORFIXTURE VENDORFIXTURE VENDORFIXTURE VENDORFIXTURE VENDORFIXTURE VENDORNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I000-Furniture-Plan-&-Schedule.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI000FURNITURE PLAN &SCHEDULE
FINISH SCHEDULE REFER TO I-101ROOMFLOORBASEWALLSCEILINGREMARKSNO.NAMEMAT'LMAT'LNORTHEASTSOUTHWESTMAT'LFINISHUPRIGHTDOWNLEFT101LOBBYLVTB-2P-1P-1P-1P-1GWBP-4-102SALES FLOORLVTB-2P-1P-1P-1P-1GWB/ACP-1P-4-103JANITOR'S CLOSETLVT-2B-1P-1P-1P-1P-1ACP-2--104OFFICELVT-2B-1P-1P-1P-1P-1ACP-2--105RESTROOMT-1B-3P-1P-1T-2P-1ACP-2--106RESTROOMT-1B-3P-1P-1T-2P-1ACP-2--107BREAK ROOMLVT-2B-1P-1P-1P-1P-1ACP-2--108ITLVT-2B-1P-1P-1P-1P-1ACP-2--109VAULTLVT-2B-1P-1P-1P-1P-1GWBP-4-110SECURITYLVT-2B-1P-1P-1P-1P-1ACP-2--GENERAL:·SHOP DRAWINGS REQUIRED TO BE SUBMITTED FOR ALL MILLWORK. AREAS WITH RECESSEDMILLWORK SHALL BE FIELD VERIFIED BY G.C. PRIOR TO FABRICATION.·ALL CRACKS & EXPANSION JOINTS IN SLAB MUST BE SEALED BEFORE FINISHING·G.C. SHALL COORDINATE POWER LOCATIONS REQ'D BY OWNER FOR CABINET DISPLAY.·G.C. SHALL COORDINATE DATA LOCATIONS REQ'D BY OWNER FOR POS STATIONS·G.C. SHALL SUBMIT SAMPLES FOR ALL MILLWORK FINISHES & HARDWARE FOR APPROVAL PRIORTO FABRICATION·G.C. TO PROVIDE & INSTALL IN-WALL BLOCKING and/or SHIM FOR ALL MILLWORK AND WALLMOUNTED EQUIPMENT.·TOE-KICK MATERIAL TO MATCH CABINET ABOVE, U.N.O., TYP.·G.C. TO F&I ALL RESTROOM PLUMBING FIXTURES·G.C. TO F&I ALL RESTROOM ACCESSORIES AS SCHEDULED.·G.C. TO F&I BLOCKING FOR GRAB BARS·PROVIDE MOP HANGER AS SPECIFIED FOR JANITOR'S CLOSET. REFER TO 3/I-301·G.C. TO COORDINATE WITH OWNER ALL CABINET LOCK LOCATIONS FOR MILLWORK IN SALES,POS AND DISPLAY AREAS. LOW PROFILE, CAM LOCKS TO BE PROVIDED AND SHALL BESUBMITTED FOR APPROVAL BY ARCHITECT BEFORE ORDERING.KEYFLOORING INSTALL DIRECTIONX-XFINISH TAG, COORD W/ FINISH SPECIFICATIONSINDICATES FLOORING TRANSITION KEY1DDMILLWORK:·CABINETS: FLUSH OVERLAY P-LAM ON 3/4" MDF·36"H UPPER CABINETS·P-LAM ADJUSTABLE SHELVING ON 3/4" MDF,UPPER & LOWER CABINETS·4"H P-LAM TOE KICK AS SPECIFIED·CONCEALED HINGES·SOFT CLOSE DRAWER HARDWARE·PULLS AS SPECIFIED·CABINETS: WHITE MELAMINE INTERIOR·4" BACKSPLASH AT COUNTERS W/ SINK·ADA COMPLIANT APPLIED TOE-KICK BYRICHELIEU AT SINK CABINETS & TRASH/·PAINTABLE SILICONE SEALANT AT BACKSPLASH·SECURITY OFFICE & RECEPTION DESK: G.C. TOPROVIDE GROMMETS. COORDINATE LOCATIONSWITH OWNER.·SHELVING: PLAM ALL EXPOSED SURFACES·SILICONE SEALANT AT SINK & BACKSPLASH·FINISH NOTES1.SPECIFIED FINISH MATERIALS & COLORS PENDING TENANT'SAPPROVAL.2.WHERE EXISTING CONSTRUCTION IS AFFECTED PATCH/REPAIRSO THAT ALL NEW FINISHES SHALL MATCH, BLEND AND ALIGNWITH EXISTING ADJACENT SURFACES. THIS IS TYPICAL FOR ALLSURFACES.3.PROVIDE FLOORING TRANSITIONS BETWEEN DISSIMILARMATERIALS.4.LEVEL ALL FLOORS TO 1/8" IN 10'-0" FLASH-PATCH WITHLEVELASTIC @ TRANSITION.5.ALL GWB SOFFITS & GWB CEILINGS TO RECEIVE ONE COATPRIMER AND TWO COATS OF FINISH PAINT. COLORS AND FINISHAS SCHEDULED.6.PATCH & REPAIR ALL EXISTING WALLS IN AREAS TO RECEIVENEW WORK, FINISH PAINT PER SCHEDULE, ETC. (TYP.)7.ALL GWB WALLS ARE TO RECEIVE ONE COAT PRIMER AND TWOCOATS OF FINISH PAINT, U.N.O. COLORS AND FINISH ASSCHEDULED. SUBMIT PRODUCT DATA AND COLOR CHIPS TOARCHITECT.8.ALL INTERIOR DOOR FRAMES TO RECEIVE ONE COAT PRIMER:AND TWO COATS OF SEMI-GLOSS PAINT. COLORS ASSCHEDULED.9.G.C. TO SUBMIT PAINT PRODUCTS FOR REVIEW & APPROVAL BYARCHITECT & TENANT PRIOR TO PURCHASING.10.G.C. TO PROVIDE NEW WALL MOUNTED ROOM SIGNS TO INCLUDEROOM NAME, NUMBER AND BRAILLE AS REQUIRED PER 521 CMRAND ADA REGULATIONS.11.G.C. TO PROVIDE INTERIOR BRAND SIGNAGE PERSPECIFICATIONS PROVIDED BY OWNER, QTY.=3.12.G.C. TO PROVIDE BLOCKING FOR ALL MONITORS AND BRANDSIGNAGE.13.PROVIDE ALLOWANCE FOR THERMOPLASTIC WALL MOUNTEDSIGNAGE AS REQUIRED PER 521 CMR, ADA REGULATIONS, LIFESAFETY & LOCAL FIRE DEPARTMENT. REFER TO SHEET GC-202FOR REQUIRED MOUNTING HEIGHTS.FINISH SPECIFICATIONS ALL FINISHES FURNISHED AND INSTALLED BY G.C.TAGMATERIALMANUFACTURERFINISH/SIZEDESCRIPTIONCOMMENTSCONTACTT-1PORCELAIN TILE- FLOORGARDEN STATE TILE6" x36"CREEKWOODCOLOR: HONEYSTAGGERED INSTALLATIONPam Kingpking@gstile.com203-434-5547T-1 GROUT-MAPEI FLEXCOLOR CQ1/8" JOINT09 GRAY--T-2PORCELAIN TILEGARDEN STATE TILE24" x 24"ALASKA | BONEGRID INSTALLATION-T-2 GROUT-MAPEI FLEXCOLOR CQ1/8" JOINT27 SILVERMINIMAL GROUT LINES-T-3PORCELAIN TILEDAL TILE3"x 6"x3/8"STACKEDSERIES: RITTENHOUSEARCTIC WHITE, SEMI GLOSSPROVIDE BULLNOSE AT OPEN SIDESSCHLUTER AT CUT EDGEST-3 GROUT-LATICRETE1/8" LINEBLACK--LVTLUXURY VINYL TILEARMSTRONG FLOORING4" x 24"ROAN OAK DRIFTWOOD GRAYTP038--LVT-2LUXURY VINYL TILEARMSTRONG FLOORING36" x 36"FORGED CONCRETECOLOR: ELDERBERRY--B-1VINYL WALL BASEJOHNSONITE TARKETTTIGHTLOCK FORRESILIENT4.375" ROLL28 MEDIUM GREY-Karen Gilligankaren_gilligan@nrfdist.com508-397-1583B-2MDF BASETBD4" HIGHWHITE MDF--B-3PORCELAIN TILE BASEw/ SCHLUTER SCHIENE TRIMGARDEN STATE TILE4" x36"CREEKWOODCOLOR: HONEYCUT FROM T-1-FRPFIBERGLASS REINFORCED PANELALTRO8'-2"h x 4'-0"w x 2.5mmWHITEROCKG.C. TO PROVIDE MFR. JOINT STRIPS,START & EDGE TRIMJeff Allainjallain@altro.com978-835-5907P-1PAINT- FIELDSHERWIN WILLIAMSEGGSHELLSHERWIN WILLIAMS - SW7100 - ARCADEWHITEMATCH PAINT TO MANUFACTURERCOLOR SPECIFIEDMark Weinermark.t.weiner@sherwin.com617-438-1408P-2PAINT- TRIMSHERWIN WILLIAMSSEMI-GLOSSSHERWIN WILLIAMS - SW7005 - PUREWHITEMATCH PAINT TO MANUFACTURERCOLOR SPECIFIED-P-3PAINT- ACCENTSHERWIN WILLIAMSEGGSHELLSHERWIN WILLIAMS - SW7069 - IRONOREMATCH PAINT TO MANUFACTURERCOLOR SPECIFIED-P-4PAINT- CEILINGSHERWIN WILLIAMSFLATSHERWIN WILLIAMS - SW7005 - PUREWHITEMATCH PAINT TO MANUFACTURERCOLOR SPECIFIED-P-5PAINT- ACCENTSHERWIN WILLIAMSEGGSHELLSHERWIN WILLIAMS - SW6902 -DECISIVE YELLOWMATCH PAINT TO MANUFACTURERCOLOR SPECIFIED-P-6PAINT- FIELDSHERWIN WILLIAMSEGGSHELLTRICONORN BLACKSW6258MATCH PAINT TO MANUFACTURERCOLOR SPECIFIEDMark Weinermark.t.weiner@sherwin.com617-438-1408WPWALLPAPERTBDTBD--ACP-1ACOUSTICAL CEILINGPANEL & GRIDARMSTRONG24"X24"X5/8"DUNE 9/16" BEVELED TEGULAR W/SUPRAFINE 9/16" SUSPENSION SYSTEM--ACP-2ACOUSTICAL CEILINGPANEL & GRIDARMSTRONG24"X48"X5/8" 9/16" SUSPENSION SYSTEM--TR-1TRANSITION STRIPSCHLUTERRENO-UAT T-1 TO LVP TRANSITIONS-Brian HoldenBHolden@schluter.com978-572-6287TR-2TRANSITION STRIPSCHLUTERJOLLYTILE TERMINATION-Brian HoldenBHolden@schluter.com978-572-6287TR-3ADA MARBLE THRESHOLDSTONEXCHANGEWHITE CARRARAAT LVP TO CONCRETE TRANSITIONINSTALLATION MUST COMPLY WITHADA STANDARDSwww.stonexchange.com305-731-2400PFPRIVACY FILM3M FASARASH2CSFP FUSION PEARLLOCATIONS TO COMPLY WITH 935 CMRCCC 502.110.-Jim Maloofjnm@americanwindowfilm.com617-901-1060SFSECUIRTY FILM3MCLEAREXTERRIOR: S70X SECURITY FILMBREAK STRENGTH 178 LBS/ININTERIOR: ULTRA S800 SEUCRITY FILMBREAK STRENGTH 215 LBS/INJim Maloofjnm@americanwindowfilm.com617-901-1060PL-1PLASTIC LAMINATEPOS/ DISPLAY CABINETSFORMICA -WIDE PLANKED WALNUT9479--PL-2PLASTIC LAMINATEPOS/ DISPLAY CABINETSFORMICA-NOCTUME5323PL-3PLASTIC LAMINATEPOS/ DISPLAY CABINETSFORMICA-NAVY BLUE969CORCORIAN COUNTERTOPCORIAN-SILVER BIRCHSTLPOWDER COATED PATE STEELMILLWORK RISERFIXTURE VENDORHARVEST YELLOWSUBMIT SAMPLESWDBANDED MDFPOS/ DISPLAY CABINETSFIXTURE VENDOR-BIRCH OR WHITE OAKSUBMIT SAMPLESFRRECESSED BASEBANDED MDFPOS/ DISPLAY CABINETSFRY REGLET0'-4"BLACKBLKPAINTED MDFPOS/ DISPLAY CABINETSFIXTURE VENDORFLATSW6258GSGLASS SHELVINGPOS/DISPLAY CABINETSFIXTURE VENDOR3'-0"GLASS SHELVESBLACK MOUNTSPULLDRAWER PULLPOS/DISPLAY CABINETSBERENSON-1060-4055-PNAMENAME PLATEPOS/DISPLAY CABINETSFIXTURE VENDOR-MATTE BLACKSUBMIT SAMPLESMATWALKOFF MATAMERICAN MATS24"X36"CHARCOALSUPER BRUSH MATS - COCOAALTERNATIVENLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-100_FINISH_SCHEDULES.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI100FINISH SCHEDULES
N1A301EXISTING LANDSCAPE BERMADJACENTTENANTN.I.C.RECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111FEOFFICE104JANITORCLOSET103RECEIVING107ASECURITY110IT108STAFFSALES AREA102ALVTP-1P-1P-1T-2T-22WALLSWALLSWALLSP-1LVTP-1WALLSP-1WALLSP-1WALLSLVT-22T1FLOORP-1WALLST-1FLOORP-1WALLS1233FLOORFLOORFLOORFLOORFLOORP-1WALLSFLOORFLOORFLOORFLOORWALLSP-1FLOORWALLSLVTLVT-2LVT-2LVT-2LVT-2LVT-2LVT-2P-1FLOORWALLSLVT-2P-1WALLSFLOORLVT-2SEE ELEVATIONSLVTP-1WALLSFLOORWPWPT-3NEONCORSTLWDMILLWORK:PL-1MILLWORK:PL-2P-6WALLSP-6WALLSP-5WALLSP-1CORSTLWDMILLWORK:GSPL-1MILLWORK:PL-2POLYP-6P-5P-5PFPF4455566244SCALE:1FINISH PLAN1/4" = 1'-0"777SFSFSFPFSFMATFINISH NOTES1.SPECIFIED FINISH MATERIALS & COLORS PENDING TENANT'SAPPROVAL.2.WHERE EXISTING CONSTRUCTION IS AFFECTEDPATCH/REPAIR SO THAT ALL NEW FINISHES SHALL MATCH,BLEND AND ALIGN WITH EXISTING ADJACENT SURFACES. THISIS TYPICAL FOR ALL SURFACES.3.PROVIDE FLOORING TRANSITIONS BETWEEN DISSIMILARMATERIALS.4.LEVEL ALL FLOORS TO 1/8" IN 10'-0" FLASH-PATCH WITHLEVELASTIC @ TRANSITION.5.ALL GWB SOFFITS & GWB CEILINGS TO RECEIVE ONE COATPRIMER AND TWO COATS OF FINISH PAINT. COLORS ANDFINISH AS SCHEDULED.6.PATCH & REPAIR ALL EXISTING WALLS IN AREAS TO RECEIVENEW WORK, FINISH PAINT PER SCHEDULE, ETC. (TYP.)7.ALL GWB WALLS ARE TO RECEIVE ONE COAT PRIMER ANDTWO COATS OF FINISH PAINT, U.N.O. COLORS AND FINISH ASSCHEDULED. SUBMIT PRODUCT DATA AND COLOR CHIPS TOARCHITECT.8.ALL INTERIOR DOOR FRAMES TO RECEIVE ONE COAT PRIMER:AND TWO COATS OF SEMI-GLOSS PAINT. COLORS ASSCHEDULED.9.G.C. TO SUBMIT PAINT PRODUCTS FOR REVIEW & APPROVALBY ARCHITECT & TENANT PRIOR TO PURCHASING.10.G.C. TO PROVIDE NEW WALL MOUNTED ROOM SIGNS TOINCLUDE ROOM NAME, NUMBER AND BRAILLE AS REQUIREDPER 521 CMR AND ADA REGULATIONS.11. G.C. TO PROVIDE INTERIOR BRAND SIGNAGE PERSPECIFICATIONS PROVIDED BY OWNER, QTY.=3.12. G.C. TO PROVIDE BLOCKING FOR ALL MONITORS AND BRANDSIGNAGE.KEYX-XFINISH TAG, COORD W/ FINISH SPECIFICATIONSINDICATES FLOORING TRANSITION KEY1SCALE:3FLOOR TRANSITION: THRESHOLDSN.T.S.TILENOTE: LESS THAN 1/2"FOR ADA COMPLIANCE -NO ACCEPTIONSSCALE:2FLOOR TRANSITION: LVP to TILEN.T.S.LVP.315".315"3/8"MARBLE THRESHOLDLVPMORTARBEDMORTARBEDTILELEVELASTICOR REDUCERLEVELASTICOR REDUCERSCHLUTER SCHIENETRANSITION ; BRONZEFINISHREFER TO DETAIL 5/A501 FOR MOP SHELVING & ACCESSORIESBRAND SIGNAGE BY OWNER. G.C. TO PROVIDE BLOCKINGGC TO PROVIDE BLOCKING FOR MONITORPROVIDE WATERPROOF MEMBRANE AT WET LOCATIONS, MIN.18" UP WALLEXISTING SLAB PREPPED TO RECEIVE FINISH PER MFR.RECOMMENDATIONS. GC TO PATCH SLAB AS REQUIRED.ALL FILM LOCATIONS TO BE VERIFIED WITH CLIENT.1234567GC RESPONSIBLE FOR PREPING SLAB FOR FINISHES. GCRESPONSIBLE FOR DUE DIGILIGENCE PRIOR TO BID.NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-101_FINISH_PLANS_&_NOTES.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI101FINISH PLANS & NOTES
SCALE:2FLOOR PATTERNS1/4" = 1'-0"N1A301EXISTING LANDSCAPE BERMADJACENTTENANTN.I.C.RECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111FEOFFICE104JANITORCLOSET103RECEIVING107ASECURITY110IT108STAFFSALES AREA102AGRIDINSTALLSTAGGEREDINSTALLSTAGGEREDINSTALL4I 3015I 3013I 3011I 3019I 3018I 30110I 301PFPF11333333326I 30122FINISH NOTES1.SPECIFIED FINISH MATERIALS & COLORS PENDING TENANT'SAPPROVAL.2.WHERE EXISTING CONSTRUCTION IS AFFECTEDPATCH/REPAIR SO THAT ALL NEW FINISHES SHALL MATCH,BLEND AND ALIGN WITH EXISTING ADJACENT SURFACES. THISIS TYPICAL FOR ALL SURFACES.3.PROVIDE FLOORING TRANSITIONS BETWEEN DISSIMILARMATERIALS.4.LEVEL ALL FLOORS TO 1/8" IN 10'-0" FLASH-PATCH WITHLEVELASTIC @ TRANSITION.5.ALL GWB SOFFITS & GWB CEILINGS TO RECEIVE ONE COATPRIMER AND TWO COATS OF FINISH PAINT. COLORS ANDFINISH AS SCHEDULED.6.PATCH & REPAIR ALL EXISTING WALLS IN AREAS TO RECEIVENEW WORK, FINISH PAINT PER SCHEDULE, ETC. (TYP.)7.ALL GWB WALLS ARE TO RECEIVE ONE COAT PRIMER ANDTWO COATS OF FINISH PAINT, U.N.O. COLORS AND FINISH ASSCHEDULED. SUBMIT PRODUCT DATA AND COLOR CHIPS TOARCHITECT.8.ALL INTERIOR DOOR FRAMES TO RECEIVE ONE COAT PRIMER:AND TWO COATS OF SEMI-GLOSS PAINT. COLORS ASSCHEDULED.9.G.C. TO SUBMIT PAINT PRODUCTS FOR REVIEW & APPROVALBY ARCHITECT & TENANT PRIOR TO PURCHASING.10.G.C. TO PROVIDE NEW WALL MOUNTED ROOM SIGNS TOINCLUDE ROOM NAME, NUMBER AND BRAILLE AS REQUIREDPER 521 CMR AND ADA REGULATIONS.11. G.C. TO PROVIDE INTERIOR BRAND SIGNAGE PERSPECIFICATIONS PROVIDED BY OWNER, QTY.=3.12. G.C. TO PROVIDE BLOCKING FOR ALL MONITORS AND BRANDSIGNAGE.KEYX-XFINISH TAG, COORD W/ FINISH SPECIFICATIONSINDICATES FLOORING TRANSITION KEY1SCALE:3FLOOR TRANSITION: THRESHOLDSN.T.S.TILENOTE: LESS THAN 1/2"FOR ADA COMPLIANCE -NO ACCEPTIONSSCALE:2FLOOR TRANSITION: LVP to TILEN.T.S.LVP.315".315"3/8"MARBLE THRESHOLDLVPMORTARBEDMORTARBEDTILELEVELASTICOR REDUCERLEVELASTICOR REDUCERSCHLUTER SCHIENETRANSITION ; BRONZEFINISH123RUN TILE ACROSS THRESHOLDBRAND SIGNAGE BY OWNER. G.C. TO PROVIDE BLOCKINGG.C.TO PROVIDE BLOCKING FOR MONITORNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_I102-FINISH-PLAN-&-NOTES.dwg Last save: Jan 15, 2021 - 3:56pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI102FINISH PLAN & NOTES
SCALE:0KEY PLANN.T.S.1I201BADC1I201 FE HGSCALE:1INTERIOR ELEVATIONS1/4"=1'-0"ELEVATION A9'-0" A.F.F.U.S. SOFFIT±0'-0" A.F.F.FINISH FLOORTVTV2AI303SIGN BY VENDOR±0'-0" A.F.F.FINISH FLOOR10'-0" A.F.F.ACT CEILING8'-0" U.S. PENDANTS@ CASHWRAPS8'-1058" U.S. TRACK9'-0" U.S. SOFFIT
ELEVATION BP-1P-1POSB-2P-3P-5MARKETINGMATERIALSMARKETINGMATERIALS6'-0"EXITELEVATION C10'-0" A.F.F.ACT CEILING±0'-0" A.F.F.FINISH FLOOR11121111PM2PM29A10.0.1PFPFPFPFPFPFP-5P-1DOOR, TRIMAND MULLIONSTO BEPAINTEDDECISIVEYELLOW - SW6902P-56'-0"MARKETINGMATERIALSELEVATION D±0'-0" A.F.F.FINISH FLOOR10'-0" A.F.F.ACT CEILING10'-0" U.S. TRACK14'-0" FLOWER WALLB2B-2POS48 X 48MARKETINGMATERIALS9'-0" A.F.F.GWB CEILING6'-0"48 X 48MARKETINGMATERIALS2AI304SIGN BY VENDOREXITELEVATION GAAAAA2A21011±8'-7" A.F.F.T.O. S.F.±0'-0" A.F.F.FINISH FLOORELEVATION HB-2B-2DWCP-1P-1CENTER ON WALL10'-0" A.F.F.GWB CEILINGELEVATION FELEVATION E±0'-0" A.F.F.FINISH FLOOR11121111PM2PM2B-2B-2P-1PFPFPFPFPFPFP-310'-0" A.F.F.GWB CEILING10'-0" A.F.F.GWB CEILING±0'-0" A.F.F.FINISH FLOOR5AI301SIGN BY VENDORNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-201_INTERIOR_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI201INTERIOR ELEVATIONS
9'-6" TO U.S. CLG.6'-978"SCALE:8SECURITY DESK1/2"=1'-0"REF2'-10"1'-8"3'-0"1'-6"3'-0"3'-4"5'-0"3'-0"7'-8" TO U.S. PAINTED SOFFIT 8'-4"PAINTEDSOFFITSCALE:9KITCHENETTE ELEVATION1/2"=1'-0"PROVIDEGROMMETS.COORD.LOCATIONSW/ OWNER.2'-1138" O.C.MAX SUPPORTSPACINGPL-1PL-1SS-1P-LAM-1RB-1P-11A-3PL-4AI30253I3022I3024I3023'-0"
2"2'-6"4"
6"SCALE:5RECEPTION BACKWRAP ELEVATION1/2"=1'-0" 42
SIGNSCALE:4RECEPTION BACKWRAP PLAN1/2"=1'-0" 36"
36"2'-214"8'-0"SCALE:6ATM PLAN1/2"=1'-0" SCALE:7ATM ELEVATION1/2"=1'-0" 7AI3017AI30110'-1058"SCALE:1RECEPTION DESK - PLAN1/2"=1'-0" SCALE:2RECEPTION DESK - PLAN1/2"=1'-0" SCALE:3RECEPTION DESK - ELEVATION1/2"=1'-0" 8'-0"2'-0"6'-0"7'-0"1'-6"8'-712"3'-0"
2"2'-6"
6"2'-1012"1'-3"2'-1012"2'-714"NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-301_MILLWORK_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI301MILLWORKELEVATIONS
1'-0" TYP.ADJUSTABLE TYP.PLAM-1 ON 3/4" MDFSHELVES1'-0"2'-0"2'-0"
112"112"K&V SHELF STANDARDS& BRACKETS PAINTEDTO MATCH ADJACENTWALL COLORP-LAM COUNTER ON 3/4" MDFW/ 4" BACKSPLASH.CONTINUOUS CLEAR SILICONECAULKING @ BACKSPLASH TOP& CONNECTION2" GROMMET EACH ENDCOORDINATE FINALLOCATIONS W/ OWNER112"2'-0"CONCEALED HINGESON ALL CABINETDOORS, TYP.3'-0"P-LAM ON 3/4" MDF SIDES,BACK, TOP & BOTTOMK&V METAL SHELF STANDARDSAND CLIPS (TYP.)SHIM AS REQ'D. TO MOUNT ALLCABINETS PLUMB AND LEVEL(TYP). PROVIDE BLOCKING INWALL3/4" THICK MDF ADJUSTABLESHELVES- FINISH ALL INTERIORSURFACES WITH WHITEMELAMINE.PROVIDE IN WALL BLOCKINGAS SHOWNFLUSH OVERLAY STYLECABINETS ON 3/4" MDF. P-LAMFACE, PVC EDGE TO MATCHP-LAM GRAIN, WHITE MELAMINEINTERIOR, TYP.SCALE:1TYPICAL BASE CABINET SECTION1 1/2" = 1'-0"CONT. SILICONE CAULK @BACKSPLASH TOP & CONNECTION4"
112"K&V METAL SHELF STANDARDSAND CLIPS (TYP.)PLAM OVER 3/4" MDF TOE KICK3/4" THICK SHELVES-FINISH ALLINTERIOR SURFACES WITH WHITEMELAMINE2'-10"
TYP. A.F.F.112"2'-1"4"3"FULL FLUSH OVERLAY STYLECABINETS ON 3/4" MDF FLUSH DOORFRONTS, ALL INTERIOR SURFACES,EXCEPT DOOR BACKS, WHITEMELAMINE ON 3/4" MR MDFCONCEALED HINGES ON ALLCABINET DOORS, TYP.4'-6" A.F.F.SOLID SURFACE COUNTERTOPW/ 4" BACKSPLASH.CONTINUOUS CLEAR SILICONECAULKING @ BACKSPLASH TOP& CONNECTIONPROVIDE IN-WALL BLOCKINGAS NEEDED, TYP.SHIM AS REQ'D. TO MOUNT ALLCABINETS PLUMB AND LEVEL AT ALLEXISTING WALL CONDITIONS, TYP.SCALE:2TYPICAL UPPER CABINET SECTION1 1/2" = 1'-0"SCALE:7SECTION @ SHELVING1 1/2"=1'-0"SCALE:5SECTION @ WORK COUNTER W/ SHELVES1 1/2" = 1'-0"SCALE:3BASE CABINET W/ SINK SECTION - MAAB1 1/2" = 1'-0"M.R.G.W.B. PARTITIONSOLID SURFACE COUNTERTOPW/ 4" BACKSPLASH.CONTINUOUS CLEAR SILICONECAULKING @ BACKSPLASH TOP& CONNECTION2'-10" TYP. A.F.F.2'-1"4"112"FULL FLUSH OVERLAY STYLECABINETS. MELAMINE INTERIORCONCEALED HINGES ON ALLCABINET DOORS, TYP.4"RICHELIEU PRE FAB TOE KICKMOUNTED DIRECTLY TO CABINETDOOR. P-LAM AS SPECIFIED APPLIEDOVER TOE KICK.PROVIDE PIPE PROTECTION UNDERSINKADA COMPLIANT STAINLESSSTEEL UNDER-MOUNT SINK &FAUCET AS SPECIFIEDBLACK MATTEHARDWAREAS SPECIFIED,TYP.PROVIDE IN-WALL BLOCKINGAS NEEDED, TYP.P-LAM COUNTERTOP ON 3/4"MDF W/ 4" BACKSPLASH.CONTINUOUS CLEAR SILICONECAULKING @ BACKSPLASH TOP& CONNECTION2" GROMMET EACH ENDCOORDINATE FINALLOCATIONS W/ OWNERRAKKS BRACKET EH1824,@48" O.C. PAINTED TOMATCH ADJACENT WALLCOLOR112"2'-0"SCALE:6SECTION @ WORK COUNTER - NO SHELVES1 1/2" = 1'-0"WALL BASE ASSCHEDULEDWALL BASE ASSCHEDULEDBASE AS SCHEDULED (TYP.)PLASTIC LAMINATE SHELVESAS SCHEDULED ON 3/4" MDF.PLAM-1 ALL EXPOSEDSURFACES, TYP.HEAVY DUTY STANDARDS &BRACKETS, PTD. TO MATCHADJACENT WALL COLORPROVIDE IN WALL BLOCKINGAS SHOWN6'-0"
112"112"112"112"
2'-6"SCALE:4BASE CABINET SECTION @ DRAWERS1 1/2" = 1'-0"112"P-LAM OVER MR MDF BASE2'-10" TYP. A.F.F.112"514"2'-1"4"3"FULL FLUSH OVERLAY STYLECABINETS ON 3/4" MDF FLUSHDRAWER FRONTS, ALL INTERIORSURFACES, EXCEPT DOOR BACKS,BLACK MELAMINE ON 3/4" MR MDFCONCEALED HINGES ON ALLCABINET DOORS, TYP.SOLID SURFACE COUNTERTOPW/ 4" BACKSPLASH.CONTINUOUS CLEAR SILICONECAULKING @ BACKSPLASH TOP& CONNECTIONPROVIDE IN-WALL BLOCKINGAS NEEDED, TYP.SHIM AS REQ'D. TO MOUNT ALLCABINETS PLUMB AND LEVEL AT ALLEXISTING WALL CONDITIONS, TYP.514"514"1134"1'-0"7'-8" A.F.F.2"112"P-LAM OVER 3/4" MDF TOMATCH CABINETSGWB SOFFIT TOEXTEND A MIN. OF 6"ABOVE CLG, COORDW/ RCPUC-1 UNDER-CABINETLIGHTING, CENTERED.REFER TO A201 FORSPEC INFO.RAKKS BRACKET EH1824,@48" O.C. PAINTED TOMATCH ADJACENT WALLCOLORPULL-2 AS SPECIFIEDPULL-2 ASSPECIFIEDPULL-2 ASSPECIFIEDNLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-302_MILLWORK_DETAILS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI302MILLWORK DETAILS
3'-0"
112"2'-612"4"
8"712"712"712"
3'-0"3'-0"
9"9"9"9"VARIES2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"VARIESSCALE:1BACKWRAP PLAN1/2"=1'-0" SCALE:2BACKWRAP ELEVATION1/2"=1'-0" 3I303SIGN BY VENDORSCALE:3BACKWRAP SECTION1"=1'-0" 3'-0"
112"2'-612"4"
8"712"712"712"
3'-0"
9"
3'-0"1'-0"NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-301_MILLWORK_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI303MILLWORK DETAILS
1I3041I3042I3042I304SCALE:7FLOWER WALL - PLAN SECTION3/4"=1'-0" SCALE:8FLOWER WALL - PLAN SECTION3/4"=1'-0" SCALE:1FLOWER WALL - SIDE ELEVATION3/4"=1'-0" SCALE:3FLOWER WALL SECTION1 1/2" = 1'-0"4I3045I3046I304SCALE:2FLOWER WALL ELEVATION3/4"=1'-0" SCALE:4DETAIL3" = 1'-0"SCALE:5DETAIL3" = 1'-0"SCALE:6DETAIL3" = 1'-0"NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-301_MILLWORK_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI304MILLWORK DETAILS
9'-0"
2'-8"
2"2'-3"4'-6"4'-6"2'-3"3'-0"±3'-112"1'-6"1'-6"1'-6"4"3'-0"6'-0"6'-0"3'-0"VARIES4"
3'-2"SCALE:1TYP. CASH DESK PLAN1/2"=1'-0" SCALE:2TYP. CASH DESK ELEVATION1/2"=1'-0" 9'-0"6'-0"6'-018"3'-018"±3'-138"6'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-018"1'-834"1'-338"SCALE:3TYP. CASH DESK ELEVATION - REAR1/2"=1'-0" 2"
4"2'-0"34"2"4"2'-6"34"6"SCALE:4SECTION DETAIL1"=1'-0" SCALE:5SECTION DETAIL1"=1'-0" 2'-6"3'-0"5'-6"
3'-0"
1'-0"6"1'-6"
9"SCALE:6OPEN FACE CASE - ELEVATION 13/4"=1'-0" SCALE:7OPEN FACE CASE - ELEVATION 23/4"=1'-0" SCALE:8OPEN FACE CASE - PLAN3/4"=1'-0" NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-301_MILLWORK_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI305MILLWORK DETAILS
7'-6"1'-6"4"3"1'-6"1'-4"1'-4"1'-4"1'-4"8"3'-0"2'-1034"1'-2"1"1'-6"1'-6"
3'-0"1'-0"2'-0"2'-0"2'-0"2'-0"2'-0"1'-0"12'-0"SCALE:4CONCENTRATE BOOKSHELF - ELEVATION 13/4"=1'-0" 1'-6"1'-6"6'-0"1'-0"2'-0"2'-0"1'-0"1'-6"1'-6"6'-0"1'-0"2'-0"2'-0"1'-0"3'-8"
2'-10"10"6'-0"1'-0"1'-0"5'-8"8'-0"2'-0"SCALE:1HALF HEIGHT 12' ELEVATION 13/4"=1'-0"AV FREESTANDING SHELF SCALE:2HALF HEIGHT 12' - ELEVATION 23/4"=1'-0" AV FREESTANDING SHELF SCALE:3HALF HEIGHT 12' - PLAN3/4"=1'-0"AV FREESTANDING SHELF SCALE:5ELEVATION 23/4"=1'-0"CONCENTRATE BOOKSHELF SCALE:6CONCENTRATE BOOKSHELF - PLAN3/4"=1'-0" SCALE:7FLOWER HOUSE TABLE - ELEVATION 13/4"=1'-0" SCALE:8FLOWER HOUSE TABLE - ELEVATION 23/4"=1'-0" SCALE:9FLOWER HOUSE TABLE - PLAN3/4"=1'-0" SCALE:10FULL HEIGHT 6' - ELEVATION 13/4"=1'-0"AV FREESTANDING SHELF SCALE:11FULL HEIGHT 6' - ELEVATION 23/4"=1'-0"AV FREESTANDING SHELF SCALE:12FULL HEIGHT 6' - PLAN3/4"=1'-0"AV FREESTANDING SHELF NLLJMADrawing name: P:\Proj_2020\220078\300_CAD_and_Drawings\Contract_Dwgs\220078_TOROVERDE_I-301_MILLWORK_ELEVATIONS.dwg Last save: Jan 15, 2021 - 3:57pm
Checked By:Job Number:Drawn By:Copyright 2021 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISENSARYNORTHAMPTONTOROVERDEDISPENSARYNORTHAMPTON26 N. KING STREETNORTHAMPTON, MA0106008/04/20 ISSUE FOR PERMIT01/15/21 ISSUE FOR PERMITAI306MILLWORK DETAILS
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\HVAC\MD-1.dwg Last save: Jan 12, 2021 - 8:09am
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISPENSARYTOROVERDE26 N. KING STNORTHAMPTON, MA01060RZDesign Associates, Inc.MECHANICAL, ELECTRICAL,AND STRUCTURAL ENGINEERING750 OLD MAIN STREETSUITE 202ROCKY HILL, CT 06067P: (860) 436-4336F: (860) 436-4450www.rzdesignassociates.com#DATEREVISION11/12/20CHECK SET01/12/21PERMIT SETMECHANICAL DEMOLITION PLAN1SCALE:1/4=1'-0"MD101MECHANICALDEMOLITION PLANRAFRMD101DEMOLITION KEYNOTES:DEMOLITION GENERAL NOTES:
NC-60C-50EWH-1TTTTIU-1AC-2EWH-2TO IU-1TO IU-230"x18"OUTSIDEAIR LOUVER.A-400E-515D-1085B-285H-100A-400A-400A-400TO AC-2TO IU-3B-285SF-1FILTERSECTIONVRF SYSTEMREMOTECONTROLLERRECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111OFFICE104JANITORCLOSET103RECEIVING107AIT108STAFFSALES AREA102AIU-2IU-3H-100G-100A-100G-150ACCU-2OU-1ACCU-1AC-1WALL CAPw/WMSTTO AC-1B-285B-285F-1265EF/LIGHTFIXTUREBY OTHERS.(TYP. FOR 3)RISEINSTALL OA DUCT TIGHT TOTHE STRUCTURE AS HIGHAS PRACTICAL. (TYPICAL)ADJACENTTENANTN.I.C.ADJACENTTENANTN.I.C.MD
MD-OANIU-2IU-334" CDBC-1RLRLSECONDARYDRAIN PAN.SECONDARYDRAIN PAN.34" CD1" CD REFRIGERANTPIPING ABOVECEILING (TYP.)SECONDARYDRAIN PAN.1" CDDROPRL ACCU-2ACCU-1IU-1SECONDARYDRAIN PAN.AC-2RL OU-1RLRECEPTION101SALES AREA102ACCESSIBLERESTROOM106CORRIDOR107VAULT109BREAKROOM107PUBLICRESTROOM105ELECTRICALCLOSET111OFFICE104JANITORCLOSET103RECEIVING107AIT108STAFFSALES AREA102ACONDENSATE PUMPMOUNTED ON WALLAC-1RL34" CDTERMINATE 12" ABOVE GRADE.PROVIDE SPLASH BLOCK.COADJACENTTENANTN.I.C.34" CD 3 4" CD
FIELD VERIFY ALL CONDITIONSDESIGN DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTORSHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OFCONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THISCONTRACT SHALL INCLUDE ALL LABOR AND MATERIALSNECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTINGCONDITIONS.THE CONTRACTOR SHALL CONTACT THE ARCHITECT,ENGINEER OR OWNER PRIOR TO BIDDING FORINTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN ANDINCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT.CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OROWNER AFTER BIDDING WILL BE FINAL AND SHALL BEIMPLEMENTED AT CONTRACTORS COST.BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGEOF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE INTHEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICTACCORDANCE WITH GOVERNING CODES, THE PLANS ANDSPECIFICATIONS NOT WITHSTANDING. THE CONTRACTORSHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANYAPPARENT DISCREPANCIES BETWEEN GOVERNING CODESAND DESIGN INTENT.Drawing name: C:\Users\Frodas\appdata\local\temp\AcPublish_2664\M-1.dwg Last save: Jan 12, 2021 - 8:09am
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISPENSARYTOROVERDE26 N. KING STNORTHAMPTON, MA01060RZDesign Associates, Inc.MECHANICAL, ELECTRICAL,AND STRUCTURAL ENGINEERING750 OLD MAIN STREETSUITE 202ROCKY HILL, CT 06067P: (860) 436-4336F: (860) 436-4450www.rzdesignassociates.com#DATEREVISION11/12/20CHECK SET01/12/21PERMIT SETMECHANICAL DUCTWORK PLAN1SCALE:1/4=1'-0"M101MECHANICAL PLANRAFRM101PARTIAL MECHANICAL PIPING PLAN2SCALE:1/4=1'-0"M101 MECHANICAL GENERAL NOTES1.MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORDREQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANYDUCTWORK OR ORDERING OF ANY EQUIPMENT.2.ALL WORK SHALL BE STRICT ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.3.FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETEHEATING, VENTILATING, AIR CONDITIONING SYSTEM. INCLUDE ANY LABOR AND MATERIAL NOT SPECIFICALLYMENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE AND OPERATING SYSTEM. ALL WORK SHALL BEINSTALLED IN A PROFESSIONAL MANNER AND SHALL MEET ALL THE REQUIREMENTS OF THE STATE BUILDINGCODE, CITY BUILDING CODE, SAFETY AND HEALTH CODES, NFPA CODES AND ALL OTHER APPLICABLE CODESAND REQUIREMENTS. ALL COSTS FOR SAID REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACTORS BIDPRICE.4.THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS AND PERFORM ALLTESTS CALLED FOR OR REQUIRED AS A PART OF HIS WORK. FURNISH APPROVED CERTIFICATE OF FINALINSPECTION, AND TURN OVER AT COMPLETION OF PROJECT.5.MECHANICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL.MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL,PLUMBING, FIRE PROTECTION, STRUCTURAL, ELECTRICAL AND OTHER BUILDING DRAWINGS.6.MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS-BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS,INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION ATCOMPLETION OF PROJECT.7.CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO BID AND INCLUDE IN BID ALL COSTS TOMAKE FIELD COORDINATION AND ADJUSTMENT TO DUCTWORK FOR FIT INTO EXISTING STRUCTURE.CONTRACTOR SHALL VERIFY AND FIELD COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT.8.NEW DUCTS USED TO CONVEY THE CONDITIONED AIR SUPPLY AND VENTILATION AIR ARE TO BE MADE OFCONTINUOUS SHEET METAL.9.DUCT LININGS (THERMAL AND ACOUSTICAL), VIBRATION ISOLATION CONNECTORS, FLEXIBLE DUCT CONNECTORS, AND DUCT TYPE TO BE APPROVED BY CODE AND LANDLORD.10.ALL BRANCH TAKE-OFFS SHALL BE PROVIDED WITH MANUAL BALANCING DAMPERS. REFER TO CODEDNOTES OR ANY SPECIALTY VOLUME DAMPERS.11. ALL DUCTWORK SHALL BE SHEET METAL FABRICATED IN ACCORDANCE WITH ASHRAE GUIDE ANDSMACNA MANUAL LATEST EDITIONS. ALL ROUND DUCTWORK SHALL BE SPIRAL TYPE.12. FLEXIBLE INSULATED DUCTS SHALL BE MAXIMUM 5'-0" LONG AND SHALL MEET INSTALLATION ANDMATERIAL REQUIREMENTS OF LOCAL CODES.13. ALL TEMPERATURE CONTROLS, FIRE ALARM COMPONENTS, EQUIPMENT NAMEPLATES, LABELS, ORCOLOR CODED COMPONENTS SHALL BE MASKED DURING PAINTING TO PREVENT DAMAGE FROMOVER-SPRAY OR OBSCURING INFORMATION.14. ALL LOW VOLTAGE WIRING AND CONDUIT REQUIRED FOR MECHANICAL EQUIPMENT SHALL BEFURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLEFOR COORDINATING WITH ELECTRICAL CONTRACTOR ALL WIRING AND CONDUIT REQUIRED FOREQUIPMENT OPERATION AND CONTROL.15. IT IS CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE MECHANICAL EQUIPMENT COMPONENTSARE INSTALLED AT LOCATIONS WHICH MAKE THEM READILY ACCESSIBLE FOR ROUTINE MAINTENANCEWITHOUT REQUIRING ANY EXTRAORDINARY MEASURES. CONTRACTOR SHALL INSTALL ALL HVACEQUIPMENT MAINTAINING MANUFACTURER RECOMMENDED CLEARANCES.16. BEFORE HANDOVER MECHANICAL CONTRACTOR MUST PROVIDE ADEQUATE TIME AND TRAINING TOOWNER'S STAFF IN PROPER USE OF MECHANICAL EQUIPMENT.17. ALL ELECTRICAL WORK RELATED TO NEW EQUIPMENT SHALL BE BY THE ELECTRICAL CONTRACTOR.REFER TO ELECTRICAL DRAWINGS / NOTES FOR MORE INFORMATION.18. ALL PLUMBING WORK RELATED TO NEW EQUIPMENT SHALL BE BY THE PLUMBING CONTRACTOR.19. REFER TO THE STRUCTURAL DESIGN DOCUMENTS FOR COORDINATION WITH THE STRUCTURAL SCOPEOF WORK. MECHANICAL KEYNOTESNEW VRF SYSTEM OUTDOOR UNIT LOCATED ONNEW CONCRETE PAD. CONTRACTOR SHALLINSTALL UNIT ON 12" HIGH STAND.CONDENSATE DRAIN PIPING ABOVE THE CEILING.PITCH PIPING PROPERLY TOWARDS THEJANITOR'S CLOSET AND TERMINATE 12" ABOVETHE MOP SINK.SINGLE LINE OF REFRIGERANT PIPING SHOWNBETWEEN BC UNIT, IU AND OU FOR CLARITY.CONTRACTOR SHALL PROVIDE REFRIGERANTLIQUID AND GAS LINES FROM THE BC BOX TO ALLINDOOR UNITS AND OUTDOOR UNIT.REFRIGERANT PIPING SHALL BE SIZED PERMANUFACTURER'S RECOMMENDATIONS.6" EA DUCT UP THROUGH ROOF AND TERMINATEWITH GOOSENECK. EXTEND EA DUCT TO CEILINGEF/LIGHT FIXTURE. EF/LIGHT FIXTURE PROVIDEDBY OTHERS.CONTRACTOR SHALL PROVIDE ‘LINEHIDE’ LINESET COVER SYSTEM ASMANUFACTURED BY MITSUBISHI OR APPROVEDEQUAL TO ENCLOSE THE REFRIGERANT,ELECTRICAL AND CONTROL WIRING ASSOCIATEDWITH THE SPLIT SYSTEMS WHERE EXPOSED ONTHE EXTERIOR WALL. LINE HIDE SYSTEM SHALLBE WEATHER RESISTANT AND UV STABILIZEDWITH A TEMPERATURE RANGE OF -4FTO 140F. PAINT LINE HIDE ENCLOSURE TO MATCHEXTERIOR WALL COLOR. LINE HIDE SHALL BESIZED AND INSTALLED PER MANUFACTURER’SRECOMMENDATIONS. PROVIDE ALL ACCESSORIESAND FITTINGS AS REQUIRED FOR A COMPLETEINSTALLATION.123512333444'A'-200DESCRIPTIONABBREVIATIONSYMBOL /CDAIR QUANTITY (CFM)TAIR DEVICETAGSCHEDULE DESIGNATIONMANUAL VOLUME DAMPERTHERMOSTATSUPPLY DIFFUSERSSYMBOLS AND ABBREVIATIONSMOTORIZED DAMPERINDICATES UNDERCUT DOOR BY 1/2"RETURN REGISTERSCFMCOEAEFIUOURLEWHCONDENSATE DRAINCUBIC FEET PER MINUTECLEAN OUTEXHAUST AIREXHAUST FANINDOOR UNIT OUTDOOR UNIT REFRIGERANT LINES-LIQUID & GAS ELECTRIC WALL HEATERACTACOUSTIC CEILING TILESGYPGYPSUM BOARD CEILING4333SFSUPPLY FANACCUAIR COOLED CONDENSING UNIT 55MDACAIR CONDITIONING UNIT w/WMSWITH WIRE MESH SCREEN OAOUTSIDE AIR
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\HVAC\M-2.dwgLast save: Jan 12, 2021 - 8:13amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
MECHANICAL
SCHEDULES
& DETAILS
RA
FR
M
201
VRF SYSTEM - OUTDOOR UNIT SCHEDULE
VRF SYSTEM - INDOOR UNIT SCHEDULE
ELECTRIC WALL HEATER SCHEDULE
BC CONTROLLER SCHEDULE
AIR DEVICE SCHEDULE
SUPPLY INLINE FAN SCHEDULE
SEQUENCE OF OPERATION:
VRF SYSTEM:
VRF SYSTEM SHALL BE OPERATED BY MITSUBISHI, MODEL
#AE-200A REMOTE CONTROLLER TIED TO THE INDOOR AND
OUTDOOR UNITS. THE OCCUPIED AND UNOCCUPIED CYCLES OF
OPERATION SHALL BE DETERMINED BY THE REMOTE
CONTROLLER. EACH INDOOR UNIT SHALL BE CONTROLLED BY A
WALL MOUNTED THERMOSTAT, MITSUBISHI, MODEL
#PAC-YT53CRAU.
OCCUPIED MODE: IN OCCUPIED MODE THE IU SUPPLY FAN
SHALL RUN CONTINUOUSLY. VRF SYSTEM REMOTE CONTROLLER
SHALL ENERGIZE THE VENTILATION SUPPLY FAN (SF-1). THE
WALL MOUNTED THERMOSTAT ASSOCIATED WITH EACH IU
SHALL MAINTAIN THE SPACE SETPOINT TEMPERATURE. UNIT
CONTROLS SHALL CONTROL DX COOLING AND HEATING TO
MAINTAIN SPACE COOLING AND HEATING SETPOINTS
RESPECTIVELY.
UNOCCUPIED MODE: THE IUS AND ASSOCIATED OU SHALL CYCLE
TO MAINTAIN UNOCCUPIED SETPOINT TEMPERATURES. THE
OUTSIDE AIR FAN SHALL BE OFF.
DX SPLIT HEAT PUMP SYSTEMS:
THE DX SPLIT SYSTEMS SHALL BE CONTROLLED BY A 24/7
PROGRAMMABLE WALL MOUNTED THERMOSTAT. THERMOSTAT
SHALL BE MITSUBISHI, MODEL # MHK1 OR APPROVED EQUAL.
ON A CALL FOR HEATING OR COOLING THE SUPPLY FAN AND
REFRIGERATION SYSTEMS SHALL CYCLE TO MAINTAIN THE SPACE
SETPOINT TEMPERATURE. FOR AC-2 THE OA DAMPER (MD-OA)
SHALL BE PROVEN OPEN TO THE MINIMUM POSITION PRIOR TO
OPERATION OF THE UNIT.
SUPPLY FAN:
OCCUPIED AND UNOCCUPIED SCHEDULES FOR THE SUPPLY FAN
SHALL BE PROVIDED BY THE VRF SYSTEM REMOTE CONTROLLER.
FAN SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE. IN
UNOCCUPIED MODE THE FAN SHALL BE OFF.
DUCTLESS SPLIT HEAT PUMP SYSTEM SCHEDULE
DIA.
WIRE
12'
12'
SPACING
12'
12'
MAXIMUM
Two 8 ga.
Two 10 ga.
Two 12 ga.
One 12 ga.
or One 8 ga.
12'
12'
12'
DIA.
10" dn
11-18"
25-36"
19-24"
61-84"
51-60"
37-50"
1" x 22 ga.
1" x 22 ga.
1" x 20 ga.
1" x 22 ga.
Two 1" x 16 ga.
Two 1" x 18 ga.
Two 1" x 20 ga.
FOR ADDITIONAL INFORMATION REFER TO THE LATEST EDITION OF SMACNA
STRAP
MINIMUM HANGER SIZES FOR ROUND DUCT
HANGERS
WIRES OR
STRAPS
BAND
ONE HALF-ROUND MAY BE USED
IF DUCT SHAPE IS MAINTAINED.
24" DIA. MAX.
HANGERS
LOAD
RATED
FASTENERS
SECURE
WIRE
10" DIA. MAX.
50" DIA. MAX.
BAND OF SAME
SIZE AS HANGER
STRAP
HANGERS MUST NOT DEFORM DUCT SHAPE
SUPPLY AND RETURN DUCTSFULL RADIUS ELBOW1/4W, 4"MIN.AIRFLOWAIRFLOWSUPPLY DUCTS ONLYLONG RADIUS TEEAIRFLOW1/4W, 4"MIN.DDD1D+D1SUPPLY DUCTS ONLYTAKEOFFW45°LONG RADIUS TEERETURN DUCTS ONLY1-1/2WAIRFLOWWTAKEOFFRETURN DUCTS ONLYWAIRFLOW45°SLOPE 1" IN 7"SUPPLY DUCTS ONLYTAKEOFFDD1DD+D11-1/2WWSUPPLY AND RETURN DUCTSTYPICAL TURNING VANE1"1"1"R2"R1"1"SQUARE ELBOWSUPPLY AND RETURN DUCTSDOUBLE THICKNESSTURNING VANESSUPPLY DUCTWORKFROMUNIT. REFER TO PLANSFOR DUCTWORKSIZE AND LININGREQUIREMENTS.TYPICALTYPICALVOLUME DAMPER,DIFFUSER BRANCHSUPPLY DIFFUSER, DUCT, TYPICALNOTES:VDVDVDVDVDVDUSE THIS METHOD WHENEVER DUCTSCAN BE GROUPED TOGETHER.WASHERBOTTOM CHORD OFSTEEL JOISTSTEEL BEAMBEAMCLAMP1/2" THREADED ROD1/2" THREADED RODSEE DRAWINGS FORNUMBER AND SIZEDUCTDUCTDUCT2"X2"X3/16" ANGLE (WHERELENGTH OF ANGLE EXCEEDS 6FT.USE INTERMEDIATE SUPPORT.NOTE: DUCTS SHALL BE SUPPORTEDAT NOT LESS THAN 10' O.C.MULTIPLE DUCT RUNS ON TRAPEZE HANGERSCONCRETE SLABEXPANSIONSHIELD1"X16 GA.STRAPSSHEETMETALSCREWSSINGLE RECTANGULAR DUCTDUCTDUCT-SEEDRAWINGFOR SIZE.1"MINEXISTING STRUCTURESUPPLY DUCTSTEEL "U" TYPE CHANNELSUPPORTS (TYP.)LOCK NUT (TYP.)DISCONNECT SWITCHFANSECTIONSPRING TYPE VIBRATIONISOLATION HANGER (TYP.)FROM BUILDING STRUCTURESTEEL RODS SUPPORT(BY UNIT MFGR) 5/8" MINIMUM THREADEDEQUAL T0 MASON PC30NFLEXIBLE CONNECTION(TYPICAL)EXTERNALLY INSULATEDCONDENSATE OVERFLOWSWITCH IN AUXILIARYDRAIN PAN INTERLOCKEDTO SHUT DOWN UNIT. SEESEQUENCE OFOPERATION.CONDENSATE OVERFLOW DRAINPAN, 14 Ga. GALVANIZED SHEETMETAL, 3" LONGER AND WIDERTHAN UNIT, MINIMUM 1-1/2" DEEPRETLIFINSULATED OUTDOORVENTILATION AIR DUCT.SEE PLANS FOR SIZES.KCARRETURNAIRSUPPLYAIR/GLCLIOCGTHDRAIN LINE, MIN. 3" DEEPMIN. 1" TRAPPED CONDENSATE1-1/2W1.PROVIDE VOLUME DAMPERS IN EACH DIFFUSER BRANCHES AS SHOWN ABOVE.2.PROVIDE ADDITIONAL VOLUME DAMPERS AS SHOWN ON CONTRACTDOCUMENTS.3.ALL VOLUME DAMPERS SHALL BE ACCESSIBLE.4.FOR DIFFUSERS LOCATED IN HARD CEILINGS, CONTRACTOR SHALL PROVIDE AREMOTE VOLUME DAMPER AS MANUFACTURED BY YOUNGS REGULATOR.ROOFING BY G.C.BIRDSCREENFLASHING BY G.C.CURB BY MECH. CONTR.PRE-FAB ALUMINUM ROOFFLASHING BY MECH. CONTR.DUCTWORK AND COUNTERWATERTIGHT CONSTRUCTIONTO BE ALL ALUMINUM,ALL DUCTWORK ABOVE ROOFROOF DECKDUCT SIZE SHOWNON DRAWINGS.1/4 W, 4" MIN.WMAIN EXHAUST/RETURNDUCT (OR SUB-MAIN)WPROVIDE VOLUMEDAMPER (OBMVD)PROVIDE VOLUMEDAMPERBRANCH DUCTEXHAUST/RETURN AIR DUCTMAIN SUPPLYDUCT (ORSUB-MAIN)RECTANGULARTO ROUND SIDEDUCT TAKE-OFFROUNDBRANCH18 GAUGE VOLUME DAMPERWITH LOCKING QUADRANTSET (TYP. FOR ALLSUPPLY/RETURN/ EXHAUSTAIR BRANCH DUCT)MAIN SUPPLY DUCT(OR SUB-MAIN)1/4 W, 4" MIN.BRANCH DUCTCONICAL TAPVOLUME DAMPERSUPPLY AIR DUCTMAIN SUPPLYDUCT (ORSUB-MAIN)DRAW-BAND CLAMP -TYPICAL EACH ENDINSULATED FLEXDUCTLONG RUN, SIDE TAP INSTALLATIONCEILING AIR DEVICE -TYPICALCEILINGMAX OFFSET ALLOWABLE:2-INCHES PER FOOT OF FLEXIBLEDUCT LENGTHINSULATE TOP OF DIFFUSER (MAY BEOMITTED WHERE CEILING CAVITY IS USEDAS A RETURN AIR PLENUM) - TYPICALINSULATED RIGIDMETAL DUCT ANDELBOWR/D=1.0 (MIN)TOSPIN-ININSULATED SPIN-INFITTING WITH MANUALDAMPER ANDACCESSIBLE INDICATINGHANDLE - TYPICALBOTTOM TAP INSTALLATIONINSULATEDFLEX DUCTDRAW-BAND CLAMP - TYPICALEACH ENDMAX OFFSET ALLOWABLE:2-INCHES PER FOOT OF FLEXIBLEDUCT LENGTHINSULATED SUPPLYAIR TRUNK DUCT -REFER TO PLAN1.TWO INSTALLATION OPTIONS ARE SHOWN. PROVIDE THE MOST SUITABLE OPTION BASED UPON ACTUAL DUCTLAYOUT, DIFFUSER LOCATION, AND FIELD CONDITIONS. WHERE FLEXIBLE DUCT RUN EXCEEDS THE MAXIMUMALLOWABLE LENGTH, PROVIDE THE LONG RUN, SIDE TAP INSTALLATION.2.FLEXIBLE DUCT: U.L. LISTED CLASS 1 AIR DUCT, TESTED IN ACCORDANCE WITH U.L. 181. MAXIMUM LENGTHALLOWED IS 5 FEET.3.SPIN-IN FITTING: FLARED TYPE WITH BUTTERFLY DAMPER AND INDICATING HANDLE. PROVIDE STRAIGHT-INTYPE SPIN-IN FITTING ONLY WHERE TRUNK DUCT SIZE WILL NOT ALLOW THE INSTALLATION OF A FLARED TYPEFITTING. INSTALL DUCT INSULATION SO THAT DAMPER HANDLE IS ACCESSIBLE AND VISIBLE ON THE BOTTOMOR SIDE OF THE SPIN-IN FITTING.4.PROVIDE ACCESS TO DAMPERS LOCATED IN CEILINGS OTHER THAN LAY-IN TYPE CEILINGS.5.PROVIDE MINIMUM LENGTH OF FLEXIBLE DUCT WITH NO EXCESS LENGTH BETWEEN CONNECTION POINTS.INSTALL FULLY EXTENDED, NOT COMPRESSED.6.EXTEND FLEXIBLE DUCT A MINIMUM LENGTH OF ONE DUCT DIAMETER STRAIGHT FROM CONNECTION POINTSBEFORE BENDING. MAKE SMOOTH BENDS WITHOUT DEFORMING DUCT CROSS-SECTION.7.PROVIDE ROUND-TO-RECTANGULAR INSULATED SHEET METAL TRANSITION AT THE NECK OF THE CEILING AIRDEVICE AS NECESSARY FOR RECTANGULAR NECK DIFFUSERS/GRILLES.8.SUPPORT FLEXIBLE DUCT AS RECOMMENDED BY MANUFACTURER USING A MINIMUM OF 1-1/2 INCH WIDE BANDCLAMP. MAXIMUM HANGER SPACING IS 4 FEET WITH A MAXIMUM PERMISSIBLE SAG OF 1/2-INCH PER FOOTBETWEEN SUPPORTS. HANGERS MUST MAINTAIN ROUND DUCT SHAPE.GRILLE CONNECTION DETAIL NOTES:SHEET METAL DUCTDUCT LINER.NOT MORE THAN 2"FROM EDGE OF LINER.1 -1/2" THICKFASTENER EQUIPMENT.ALL ENDS OF LINERTO BE COATED W/ ADHESIVE.ENDS OF LINER SHALL BEBUTTED FIRMLY TOGETHER.(TYP
.
)12"C
.C
.MAX
.2"2"ONE INCH THICK 1 1/2 LBDENSITY FIBERGLASS.DUCT LINERTOP AND BOTTOMSHALL OVERLAPSECTIONS OF LINERTHE SIDESINSTALLED BYOR BY AUTOMATICGRIP NAILS SHALL BEMETAL FASTENERS:OMARK INSUL-PINS, OR DURO DYNEFASTENERS OR GRIP NAILS."GRIPNAIL AIR HAMMER"EXTERIOR WALLNOTES:1.FURNISH AND INSTALL INTAKE/EXHAUST AIR LOUVERS AS HEREINAFTER SPECIFIEDAND WHERE SHOWN ON PLANS. CUTTING AND PATCHING SHALL BE BY THISCONTRACTOR. LOUVER SHALL BE STATIONARY TYPE ENTIRELY CONTAINED IN 4"FRAME. LOUVER DESIGN SHALL INCORPORATE STRUCTURAL SUPPORTS TOWITHSTAND A WIND LOAD OF 20 LBS.2.LOUVERS SHALL BE CONSTRUCTION SPECIALITIES, MODEL #A4105 OR APPROVEDEQUAL. LOUVERS TO HAVE 1/2" MESH REMOVABLE MILL FINISHED ALUMINUM BIRDSCREEN. ALL BLADES FOR HORIZONTAL PUBLISHED LOUVER PERFORMANCE DATABEARING AMCA CERTIFIED RATINGS SEAL FOR AIR PERFORMANCE AND WATERPENETRATION MUST BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION ANDMUST DEMONSTRATE PRESSURE DROP AND WATER PENETRATION EQUAL TO ORLESS THAN THE CONSTRUCTION SPECIALTIES MODEL A4105. LOUVER TO HAVEKYNAR 500 FINISH COLOR TO BE SELECTED BY ARCHITECT.PROVIDE WEEP HOLESFOR PROPER DRAINAGEINTAKE/EXHAUSTLOUVERSOLDER ALLJOINTS WATERTIGHTINTAKE/EXHAUSTDUCT PITCHDOWN TOWARDLOUVER12" DEEP PLENUMFULL SIZE OFLOUVERPITCH DOWN TOLOUVER6"MIN.Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\HVAC\M-3.dwg Last save: Jan 12, 2021 - 8:09am
Checked By:Job Number:Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATIONDRAWING NUMBERDRAWING TITLEREVISIONSISSUEDSEALCONSULTANTOWNER/CLIENTARCHITECTPROJECT220078TOROVERDEDISPENSARYTOROVERDE26 N. KING STNORTHAMPTON, MA01060RZDesign Associates, Inc.MECHANICAL, ELECTRICAL,AND STRUCTURAL ENGINEERING750 OLD MAIN STREETSUITE 202ROCKY HILL, CT 06067P: (860) 436-4336F: (860) 436-4450www.rzdesignassociates.com#DATEREVISION11/12/20CHECK SET01/12/21PERMIT SETMECHANICAL DETAILSRAFRM301
GENERAL REQUIREMENTS
A.GENERAL
1.SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND/OR SUBCONTRACTORS FOR
MECHANICAL SYSTEMS.
2.CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER TRADES,
OWNER AND ARCHITECT REQUIREMENTS.
3.CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY
ARCHITECT AND/OR OWNER.
4.VISIT SITE, CHECK FACILITIES AND CONDITIONS AND MAKE ALL NECESSARY OBSERVATIONS
AND MEASUREMENTS. NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND
TAKE ALL ITEMS INTO CONSIDERATION IN BID.
5.SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION
AND PROPERLY ADJUSTED.
6.EACH CONTRACTOR SHALL PROVIDE HIS OWN CLEAN-UP, REMOVAL AND LEGAL DISPOSAL OF
ALL RUBBISH DAILY.
7.CONTRACTOR SHALL PROTECT NEW WORK, EXISTING WORK AND ADJACENT PROPERTY
AGAINST WEATHER.
8.CONTRACTOR SHALL PROTECT HIS WORK, MATERIALS, APPARATUS AND FIXTURES FROM
DAMAGE. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED, SHALL BE
REMOVED AND REPLACED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE.
9.CONTRACTOR MUST CONFIRM ALL UTILITY COMPANY REQUIREMENTS AND CONNECTION
POINTS IN FIELD PRIOR TO STARTING WORK.
10.ARRANGE FOR AND OBTAIN OWNER'S AND INSURANCE REPRESENTATIVE'S PERMISSION FOR
ANY SERVICE SHUTDOWNS.
11.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
SEQUENCES OF CONSTRUCTION AND THE SAFETY OF WORKERS.
12.NO PIPING, DUCTWORK, WIRING, ETC. SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL
PANELS AND EQUIPMENT.
13.THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR
AND OBTAIN A WRITTEN APPROVAL IDENTIFYING THE ELECTRICAL CHARACTERISTICS OF ALL
MECHANICAL EQUIPMENT PRIOR TO ORDERING OF EQUIPMENT. NO ADDITIONAL PAYMENT
WILL BE MADE FOR LACK OF CONTRACTOR COORDINATION OF ELECTRICAL
CHARACTERISTICS.
14.DURING CONSTRUCTION THE CONTRACTOR MAY UNCOVER AN EXISTING CONDITION THAT
WILL HAVE TO BE MODIFIED. ANY SUCH WORK WHICH COMES UNDER THE JURISDICTION OF
THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR WITHOUT EXTRA COST TO THE
OWNER, AS THOUGH FULLY DETAILED ON PLANS AND/OR DESCRIBED IN THE SPECIFICATIONS.
B.CODES, PERMITS, STANDARDS AND REGULATIONS
1.CONFORM TO ALL APPLICABLE CODES (LOCAL, STATE, NATIONAL CODES, NFPA, OSHA, ETC.).
GOVERNMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND APPLICABLE
STANDARDS.
2.OBTAIN PERMITS AND PAY ALL FEES ARRANGE FOR ALL REQUIRED INSPECTIONS AND
APPROVALS.
C.RELATED WORK SPECIFIED ELSEWHERE
1.OPENINGS AND CHASES, WHEN SHOWN ON ARCHITECTURAL DRAWINGS.
2.TEMPORARY WATER SERVICE, SANITARY FACILITIES, AND HEATING DURING CONSTRUCTION.
3.POURED-IN-PLACE CONCRETE.
4.FINISHED PAINTING.
5.ELECTRIC POWER WIRING
D.DRAWINGS
1.THE SYSTEMS AS SHOWN ON MECHANICAL DRAWINGS ARE DIAGRAMMATIC. CONFIRM ALL
DIMENSIONS BY FIELD MEASUREMENT.
2.THE EXACT LOCATIONS FOR FIXTURES, EQUIPMENT AND PIPING WHICH IS NOT COVERED BY
DRAWINGS, SHALL BE OBTAINED FROM THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD
AND THE WORK SHALL BE LAID OUT ACCORDINGLY.
3.DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ONE ANOTHER. ANY
MATERIALS OR LABOR CALLED FOR IN ONE BUT NOT THE OTHER SHALL BE FURNISHED AS IF
BOTH WERE MENTIONED IN THE SPECIFICATIONS AND SHOWN ON THE DRAWINGS.
E.BASE EQUIPMENT, MATERIALS AND SUBSTATIONS.
1.ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND UL LABELED.
2.BASE BID MANUFACTURERS ARE INCLUDED IN THE SPECIFICATIONS OR LISTED IN SCHEDULES
ON THE DRAWINGS. ALL OTHER MANUFACTURERS ARE CONSIDERED A SUBSTITUTION.
3.THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, FIXTURE,
ETC. STATED IN THIS SPECIFICATIONS, WHETHER OR NOT THE WORDS "OR APPROVED EQUAL"
ARE USED, SHALL BE KNOWN AS A "STANDARD".
4.ALL PROPOSALS SHALL BE BASED ON "STANDARDS" SPECIFIED.
5.THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE MANUFACTURERS EQUIPMENT
MODEL NUMBERS THAT THIS DESIGN HAS BEEN BASED ON. THE USE OF OTHER
MANUFACTURERS' EQUIPMENT THAT IS LISTED AS ACCEPTABLE ALTERNATES THAT ENTAILS
GENERAL TRADES, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. REVISIONS IS THIS
CONTRACTOR'S RESPONSIBILITY. ANY ADDITIONAL COST OF SUCH CHANGES SHALL BE PAID
BY THE CONTRACTOR SUBMITTING THE ACCEPTABLE ALTERNATES WHICH NECESSITATES
CHANGES IN INSTALLING SUCH SUBMITTED ALTERNATE EQUIPMENT, EVEN THOUGH SUCH
COSTS MAY BE PART OF ANOTHER DIVISION OF WORK.
6.SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS
SUBMITTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT
THE SUBSTITUTION IS EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS.
7. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS, SUBCONTRACTORS,
ETC. AFFECTED BY THE SUBSTITUTION AND FULLY COORDINATE WITH THEM. ANY COSTS
RESULTING FROM SUBSTITUTION, WHETHER BY THIS CONTRACTOR OR OTHERS, SHALL BE
THE RESPONSIBILITY OF AND PAID FOR BY THE SUBSTITUTING CONTRACTOR. APPROVED
SHOP DRAWINGS DO NOT ABSOLVE THIS CONTRACTOR FROM THIS RESPONSIBILITY.
8.ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S
DATA AND INSTALLATION INSTRUCTIONS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO
CHECK AND CONFIRM THESE REQUIREMENTS PRIOR TO STARTING WORK.
F.WARRANTY
1.FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR (1) YEAR FROM DATE
OF ACCEPTANCE.
2.EXTEND ALL MANUFACTURERS' WARRANTIES TO OWNER, INCLUDING FIVE YEAR (5)
COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER EXTENDED WARRANTY ON NEW HVAC
EQUIPMENT.
3.REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING
THE WARRANTY PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN
THE WARRANTY PERIOD, THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE
EXTENDED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF SUCH REPLACEMENT
OR REPAIR.
G.SHOP DRAWING SUBMITTALS
1.SUBMIT SHOP DRAWINGS FOR MECHANICAL SYSTEMS, INCLUDING BUT NOT LIMITED TO SHEET
METAL, WITH ADEQUATE DETAILS AND SCALES TO CLEARLY SHOW CONSTRUCTION. INDICATE
THE OPERATING CHARACTERISTICS FOR EACH REQUIRED ITEM. CLEARLY IDENTIFY EACH ITEM
ON THE SUBMITTAL AS TO MARK, LOCATION AND USE, USING SAME IDENTIFICATION AS
PROVIDED ON THE CONSTRUCTION DOCUMENTS.
2.SHEET METAL DRAWINGS SHALL BE FULLY DIMENSIONED AND COORDINATED BASED ON FIELD
VERIFIED BUILDING CLEARANCES AND ARCHITECTURAL CEILING LAYOUTS. INDICATE
STRUCTURAL, LIGHTING, DUCTWORK AND PIPING AT ALL CRITICAL LOCATIONS.
3.CONTRACTOR SHALL REVIEW AND INDICATE HIS APPROVAL OF EACH SHOP DRAWING PRIOR
TO SUBMITTAL FOR REVIEW. SHOP DRAWINGS WILL NOT BE REVIEWED BY THE ENGINEER
UNLESS THE CONTRACTOR'S APPROVAL IS NOTED. DO NOT START WORK OR FABRICATION
UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND RETURNED TO THE
CONTRACTOR.
4.SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT
DOCUMENTS AND NOT FOR DIMENSIONS OR QUANTITIES. THE SUBMITTAL REVIEW SHALL NOT
RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PURCHASE OF ANY ITEM IN FULL
COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE AND PROPER
INSTALLATION.
5.WHERE SUBMITTALS VARY FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL
CLEARLY INDICATE ON SUBMITTAL OR ACCOMPANYING DOCUMENTS THE NATURE AND
REASON FOR THE VARIATIONS.
6.EACH MANUFACTURER OR HIS REPRESENTATIVE MUST CHECK THE APPLICATION OF HIS
EQUIPMENT AND CERTIFY AT TIME OF SHOP DRAWING SUBMITTAL THAT THE EQUIPMENT
SPECIFIED HAS BEEN PROPERLY APPLIED AND CAN BE INSTALLED, SERVICED AND MAINTAINED
WHERE INDICATED ON THE DRAWINGS. ADVISE ENGINEER IN WRITING WITH SUBMITTAL
DRAWINGS OF ANY POTENTIAL PROBLEMS. THE MANUFACTURER SHALL BE RESPONSIBLE FOR
ANY CHANGES THAT MIGHT BE NECESSARY BECAUSE OF PHYSICAL CHARACTERISTICS OF
EQUIPMENT THAT HAVE NOT BEEN CALLED TO THE ENGINEER'S ATTENTION AT THE TIME OF
SUBMITTAL.
H.RECORD DRAWINGS
1.EACH CONTRACTOR OR SUBCONTRACTOR SHALL KEEP ONE (1) COMPLETE SET OF THE
CONTRACT DRAWINGS ON THE JOB SITE ON WHICH HE SHALL REGULARLY RECORD ANY
DEVIATIONS OR CHANGES FROM SUCH CONTRACT DRAWINGS MADE DURING CONSTRUCTION.
2.THESE DRAWINGS SHALL RECORD THE INSTALLED LOCATION OF ALL CONCEALED EQUIPMENT,
PIPING, ELECTRIC SERVICE, SEWERS, WASTES, VENTS, DUCTS, CONDUIT, ETC. BY MEASURED
DIMENSIONS TO EACH SUCH ITEM FROM COLUMN CENTERLINES OR READILY IDENTIFIABLE
AND ACCESSIBLE WALLS OR CORNERS OF THE BUILDING. PLANS ALSO SHALL SHOW INVERT
ELEVATION OF SEWERS AND TOP ELEVATION OF ALL OTHER BELOW-GRADE LINES.
3.RECORD DRAWINGS SHALL BE KEPT CLEAN AND UNDAMAGED AND SHALL NOT BE USED FOR
ANY PURPOSE OTHER THAN RECORDING DEVIATIONS FROM WORKING DRAWINGS AND EXACT
LOCATIONS OF CONCEALED WORK.
4.AFTER THE PROJECT IS COMPLETED, THESE DRAWINGS SHALL BE DELIVERED TO THE
ARCHITECT IN GOOD CONDITION, AS A PERMANENT RECORD OF THE INSTALLATION AS
ACTUALLY CONSTRUCTED.
BASIC MATERIALS AND METHODS
A.GENERAL
1.PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, AND ACCESSORIES REQUIRED TO FURNISH AND
INSTALL THE MECHANICAL ITEMS IDENTIFIED IN THIS SECTION.
2.THIS SECTION INCLUDES BASIC MECHANICAL MATERIALS AND METHODS TO COMPLEMENT
OTHER SECTIONS IN THIS SPECIFICATION AND REQUIREMENTS INDICATED ON THE
MECHANICAL DRAWINGS.
B.SUPPORTS AND HANGERS
1.INSTALL HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS AS REQUIRED TO PROPERLY
SUPPORT PIPING FROM BUILDING STRUCTURE. THE INSTALLATION SHALL COMPLY WITH THE
REQUIREMENTS OF MSS SP-69 AND SP-89.
C.ESCUTCHEONS
1.FIT ALL PIPE PASSING THROUGH WALLS, FLOORS OR CEILINGS IN FINISHED ROOMS WITH
STEEL OR BRASS ESCUTCHEONS. WHERE SURFACE IS TO RECEIVE A PAINT FINISH , MAKE
ESCUTCHEONS PRIME PAINTED; OTHERWISE MAKE ESCUTCHEONS NICKEL OR CHROME
PLATED. WHERE PIPING IS INSULATED, FIT ESCUTCHEONS OUTSIDE INSULATION.
D.IDENTIFYING DEVICES AND LABELS
1.PROVIDE METAL EQUIPMENT NAMEPLATES PERMANENTLY FASTENED TO EQUIPMENT WITH
OPERATIONAL DATA ENGRAVED OR STAMPED.
2.IDENTIFY ALL PIPES AND VALVES IN EXPOSED AREAS, AND ACCESSIBLE CEILINGS AND SHAFTS.
3.COLOR CODE IDENTIFICATION BANDS OR MARKER BACKGROUNDS TO IDENTIFY CONTENTS OF
PIPE AND DIRECTION OF FLOW LOCATED NEAR EACH VALVE AND FITTING, ON BOTH SIDES OF
PIPE PASSING THROUGH WALLS AND ON LONG RUNS AT NOT OVER 20 FOOT INTERVALS.
E. CUTTING, PATCHING AND DRILLING
1.ALL CUTTING AND PATCHING OF THE BUILDING CONSTRUCTION REQUIRED FOR THIS WORK
SHALL BE BY THIS CONTRACTOR UNLESS SHOWN ON THE ARCHITECTURAL DRAWINGS AND
CONFIRMED AS TO SIZE AND LOCATION PRIOR TO NEW CONSTRUCTION.
2.NEATLY SAW CUT ALL RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, AND FINISH
PATCH OR PROVIDE TRIM FLANGE AROUND OPENING.
3.NEATLY SAW CUT FLOORS AND PATCH FLOOR TO MATCH EXISTING, INCLUDING FLOOR
COVERING.
4.CONTRACTOR SHALL FIELD VERIFY SLAB-ON-GRADE OR SUPPORTED FLOOR CONSTRUCTION
TYPE PRIOR TO CUTTING.
5.CORE DRILL AND SLEEVE ALL ROUND OPENINGS.
6.DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S WRITTEN APPROVAL,
INCLUDING, BUT NOT LIMITED TO ROOF JOISTS, COLUMNS, FLOOR JOISTS, BEAMS, GIRDERS,
STRUCTURAL FLOOR SLABS, ETC.
7.PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR
MODIFIED AS A RESULT OF THE INSTALLATION OF THE MECHANICAL SYSTEMS.
8.ALL CONTRACTORS SHALL CONFIRM WITH OWNER, PRIOR TO BID, TIMES AVAILABLE FOR NOISE
PRODUCING WORK SUCH AS CUTTING AND CORE DRILLING OF FLOORS, WALLS, ETC., AS WELL
AS TIMES FOR WORK WHICH REQUIRES ACCESS INTO ADJOINING TENANT SPACES. INCLUDE
ANY PREMIUM TIME IN BID.
9.EXACT LOCATION OF ROOF TOP AIR CONDITIONING UNITS SHALL BE APPROVED BY THE
STRUCTURAL ENGINEER. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL
SUPPLEMENTAL SUPPORT STEEL FOR EQUIPMENT AND ROOF PENETRATIONS AFTER
APPROVAL OF STRUCTURAL ENGINEER.
10.THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR
PRIOR TO CONSTRUCTION. THE MECHANICAL CONTRACTOR SHALL PROVIDE INFORMATION
REGARDING OPENINGS IN WALLS, FLOORS, ETC., CONCRETE EQUIPMENT PADS AND
FOUNDATIONS TO THE GENERAL CONTRACTOR. IF THE MECHANICAL CONTRACTOR FAILS TO
COMPLY WITH THIS REQUEST, OR IF INCORRECT INFORMATION IS GIVEN, THE NECESSARY
CUTTING AND PATCHING WILL BE PERFORMED BY THE GENERAL CONTRACTOR, AT THE
MECHANICAL CONTRACTOR'S EXPENSE.
INSULATION
A.GENERAL
1.FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE
PLUMBING AND HVAC INSULATION AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE
SPECIFICATIONS.
2.INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B.HVAC INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER, OR
CERTAINTEED)
1.INSULATE ALL NON-LINED SUPPLY, RETURN , AND OUTSIDE AIR DUCTS WITH 1-1/2" THICK FOIL
FACED REINFORCED KRAFT JACKET, FIBERGLASS DUCT WRAP FULLY SECURED TO DUCT. ALL
AIR CONDITIONING SUPPLY AIR DUCTS, RETURN AIR DUCTS AND OUTDOOR AIR DUCTS
LOCATED IN THE ATTIC SHALL BE INSULATED WITH 3" THICK FIBERGLASS INSULATION WRAP.
LAP AND TAPE SEAMS AND SECURE TIGHTLY TO THE DUCTS WITH WIRE OR STICK PINS. ALL
INSULATION TO BE APPLIED IN FULL ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND COMPLY WITH 25/50 FLAME AND SMOKE HAZARD RATINGS PER ASTM
E-84, NFPA 255 AND UL 723.
HVAC SYSTEMS AND EQUIPMENT
A.GENERAL
1.FURNISH ALL EQUIPMENT, MATERIALS, LABOR, TOOLS, ETC., FOR THE COMPLETE HVAC
SYSTEM.
2.INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PLACE IN
SATISFACTORY OPERATION.
3.CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES
WITH ALL CONDITIONS AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT
SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE.
4.VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER
TRADES BEFORE BEGINNING NEW WORK.
5.DETERMINE EXACT LOCATIONS FOR ALL EQUIPMENT, PIPING, CONDUITS AND DUCTWORK IN
FIELD.
6.COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. CONFLICTS SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ARCHITECT'S RESOLUTION
TO CONFLICTS SHALL BE FINAL.
7.ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE
ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT BEFORE PROCEEDING.
8.BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED,
AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE
ACCEPTANCE BY OWNER.
B.EQUIPMENT
1.MECHANICAL CONTRACTOR TO FURNISH ALL HVAC EQUIPMENT INDICATED AND/OR
SCHEDULED ON THE DRAWINGS COMPLETE WITH BASES, ISOLATORS, SUPPORTS AND OTHER
REQUIRED ACCESSORIES,
2.INSTALL COMPLETE SYSTEMS AND PLACE IN PROPER OPERATION PER MANUFACTURER'S
RECOMMENDATIONS, LUBRICATE AND ADJUST AS REQUIRED. FURNISH AND INSTALL CLEAN
SET OF FILTERS PRIOR TO BALANCING.
AIR DISTRIBUTION SYSTEMS
A.GENERAL
1.FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND ACCESSORIES REQUIRED TO INSTALL
COMPLETE AIR DISTRIBUTION SYSTEMS.
2.CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES
WITH ALL CONDITIONS AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT
SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE.
3.VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THE DRAWINGS AND OTHER
TRADES BEFORE BEGINNING NEW WORK.
4.DETERMINE EXACT LOCATIONS FOR ALL NEW DUCTWORK AND ACCESSORIES IN THE FIELD.
5.COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES.
6.ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE
ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT BEFORE PROCEEDING.
7.BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED,
AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE
ACCEPTANCE BY OWNER.
B.DUCTWORK
1.FABRICATE AND ERECT ALL DUCTWORK TO SMACNA STANDARDS FOR GALVANIZED STEEL.
COMPLY WITH NFPA 90A REQUIREMENTS.
2.DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 2" STATIC PRESSURE RATING
WITH SEAL CLASS B SEAMS AND JOINTS.
3.INCLUDE ALL ACOUSTIC, AIRFOIL SHAPED PERFORATED ALUMINUM TURNING VANES, MANUAL
DAMPERS, FLEXIBLE CONNECTORS, GRILLES AND DIFFUSERS, ACOUSTIC LINING, AND OTHER
SHEET METAL ACCESSORIES FOR THE PROJECT.
4.ALL BRANCH CONNECTIONS SHALL BE AS PER THE DETAILS SHOWN ON THE DRAWINGS.
5.ALL ROUND DUCT SHALL BE SPIRAL TYPE.
6.EXHAUST DUCT OUTLETS SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ALL OUTSIDE AIR
INTAKES.
C.DUCT LINER
1.ACOUSTICALLY LINE THE FIRST 10 FEET OF ALL SUPPLY AND RETURN AIR DUCTWORK, FROM
THE INDOOR AIR HANDLING UNITS OR WHERE SHOWN ON THE DRAWINGS WITH 1-1/2" INCH
THICK NON-FLAKING, COATED MEDIUM DENSITY LINER, WITH 0.26 THERMAL CONDUCTIVITY,
MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50, CONFORM TO
MANUFACTURER'S RECOMMENDATIONS.
2.DUCT DIMENSIONS INDICATED ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE AREA)
3.DUCT LINER SHALL COMPLY WITH NFPA 90A AND 90B (LATEST EDITION) REQUIREMENTS AND
NAIMA "FIBROUS GLASS DUCT LINER STANDARD".
D.DUCT ACCESSORIES
1. FLEXIBLE DUCTWORK (AS MANUFACTURED BY CLEVAFLEX, FLEXMASTER OR WIREMOLD).
a. FLEXIBLE DUCTS SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE AND
CONNECTED WITH PLASTIC DRAW BANDS AND TIGHTENED. FLEXIBLE DUCTS SHALL BE
LIMITED TO 48" MAXIMUM STRAIGHT LENGTHS. FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF 1
1/2" INSULATION WITH VINYL VAPOR BARRIER JACKET AND RATED AT 10" WC FOR SIZES
THROUGH 12", UL LISTED, AND MEET 25/50 FLAME AND SMOKE TEST. FLEXIBLE DUCTS ARE
NOT PERMITTED IN ROOMS WITHOUT CEILINGS.
2.DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR)
a.FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. PROVIDE END BEARINGS AND
LOCKING, INDICATING QUADRANT REGULATORS, BLADE TO BE SINGLE THICKNESS WITH
CONTINUOUS HINGE OR ROD.
3.BACKDRAFT DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR)
a.MULTIPLE BLADE, PARALLEL TYPE DAMPER CONSTRUCTED OF GALVANIZED STEEL WITH
FELT OR FLEXIBLE VINYL SEALED EDGES, BALL BEARINGS, PIVOT PIN AND ADJUSTMENT
DEVICE FOR VARYING PRESSURES.
4.FIRE DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR)
a.FABRICATE IN ACCORDANCE WITH NFPA 90A AND UL555. DAMPERS SHALL BE SUITABLE
FOR USE IN THE VERTICAL OR HORIZONTAL POSITION AS INDICATED ON THE DRAWINGS, BE
TYPE 'B' WITH BLADES OUT OF AIRSTREAM, AND BE RATED FOR 1-1/2 HOURS MINIMUM
(UNLESS NOTED OTHERWISE).
5.PROVIDE DUCT MOUNTED ACCESS DOORS AT ALL FIRE DAMPER LOCATIONS.
a.ACCESS DOORS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR)
b.FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. DOORS TO BE FABRICATED OF
GALVANIZED STEEL WITH SEALING GASKET AND QUICK LOCKING DEVICE.
c.FOR INSULATED DUCTWORK, DOORS SHALL HAVE MINIMUM ONE (1) INCH INSULATION WITH
SHEET METAL COVER.
HVAC INSTRUMENTATION AND CONTROLS
A.GENERAL
1.FURNISH AND INSTALL COMPLETE TEMPERATURE CONTROL FOR ALL HVAC SYSTEMS.
2.PROVIDE NEW CONTROL DEVICES INCLUDING THERMOSTATS, STAGING RELAYS AND OTHER
RELATED DEVICES FOR A COMPLETE OPERATIONAL SYSTEM PER THE OPERATING SEQUENCE
AND INDUSTRY STANDARDS.
3.MOUNT ALL CONTROLS FURNISHED AS ACCESSORIES TO EQUIPMENT AND PROVIDE ALL
CONTROL WIRING REQUIRED FOR PROPER OPERATION. ALL WIRING SHALL BE IN CONDUIT
PER NEC AND LOCAL CODE REQUIREMENTS.
TESTING, ADJUSTING AND BALANCING
A.GENERAL
1.AFTER INSTALLATION, CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE WITH
THE MANUFACTURER'S INSTRUCTIONS.
2.WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN UNCOVERED
UNTIL REQUIRED TESTS HAVE BEEN COMPLETED. IF THE CONSTRUCTION SCHEDULE
REQUIRES, ARRANGE FOR TESTS ON SECTIONS OF THE SYSTEM AT A TIME.
3.BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, CHECK FOR PROPER OPERATION AND
SEQUENCE UNDER ALL CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS.
4.INSTRUCT OWNER IN OPERATION OF SYSTEMS AND OPERATING AND MAINTENANCE MANUAL
FOR ALL EQUIPMENT AND SYSTEMS.
5.AIR BALANCE REPORT FROM INDEPENDENT AABC OR NEBB CERTIFIED SUBCONTRACTOR FOR
ALL AIR SYSTEMS PER AABC OR NEBB STANDARDS.
HANGERS AND SUPPORT
1. SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT AND EXPANSION OF ALL MECHANICAL
EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH STATE AND FEDERAL BUILDING CODE
REQUIREMENTS. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT INDICATING ALL
NECESSARY COMPONENT CUTS, PLAN LOCATIONS AND CALCULATIONS FOR A COMPLETE
SYSTEM.
2. PROVIDE ALL NECESSARY STRUCTURAL MEMBERS INCLUDING ADDITIONAL STRUCTURAL
SUPPORT TO SUPPORT PIPING AND EQUIPMENT. HANGERS AND SUPPORTS SHALL BE OF AN
APPROVED DESIGN NECESSARY TO SUPPORT DUCTWORK, PIPING EQUIPMENT AND TO KEEP IN
PROPER ALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND
VIBRATIONS. IN ALL CASES WHERE HANGERS, BRACKETS, ETC… ARE SUPPORTED FROM
CONCRETE CONSTRUCTION. DO NOT WEAKEN CONCRETE OR PENETRATE WATERPROOFING.
ALL HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS
ERECTED. HANGERS SUPPORTING PIPING EXPANDING INTO LOOPS, BENDS, AND OFFSETS
SHALL BE SECURED TO THE BUILDING STRUCTURE IN SUCH A MANNER THAT HORIZONTAL
ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPING SUPPORTED MAY BE MADE TO
ACCOMMODATE DISPLACEMENT DUE TO EXPANSION. ALL SUCH HANGERS SHALL BE FINALLY
ADJUSTED BOTH IN THE VERTICAL AND HORIZONTAL DIRECTION, AS REQUIRED. HANGERS IN
CONTACT WITH COPPER OR BRASS PIPE SHALL BE DIELECTRIC, COMPATIBLE WITH COPPER
AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE.
3. PROVIDE ADDITIONAL SUPPORT FOR DUCTWORK, PIPING AND EQUIPMENT WHEN DECK IS NOT
CAPABLE OF SUPPORT.
4. BEAM CLAMPS - HANGERS SUPPORTED FROM STEEL SHALL BE CENTER LOADING BEAM
CLAMPS FOR HANGERS SUPPORTING PIPING 2 INCHES FOR 2-1/2 INCHES AND LARGER, I BEAM
CLAMPS SHALL BE FORGED STEEL. "C" CLAMPS ARE NOT TO BE USED.
5. PROVIDE AND INSTALL EXPANSION COMPENSATION FOR ALL PIPING. SUBMIT PLANS,
CALCULATIONS AND EQUIPMENT DATA.
REFRIGERANT PIPING
1.REFRIGERANT PIPING:
A.REFRIGERANT PIPING SHALL BE ACR TYPE WITH WROUGHT COPPER, SILVER BRAZED
FITTINGS.
2.CONDENSATE DRAIN PIPING:
A.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE DWV COPPER WITH WROUGHT COPPER
FITTINGS SOLDERED WITH 95-5 WIRE SOLDER. PITCH PIPING MINIMUM 1" PER 10 FT. OF RUN.
PROVIDE CLEANOUTS AT CHANGES IN DIRECTION AND PROVIDE 4" DEEP TRAP AT AIR
HANDLING EQUIPMENT.
3.PIPING INSULATION:
A.SHALL MEET INTERNATIONAL ENERGY CONSERVATION CODE.
B.ALL CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH JOHNS MANVILLE MICRO-LOK
FIBER GLASS INSULATION FINISHED WITH AN ALL SERVICE JACKET. FITTINGS SHALL BE
COVERED WITH JOHNS MANVILLE ZESTON 2000 PVC FITTING COVERS.
C.REFRIGERANT LIQUID AND VAPOR PIPING SHALL BE INSULATED WITH ARMAFLEX II,
INSUL-TUBR, OR RUBATEX R-180-FS TUBING INSULATION. OUTDOOR SECTION OF INSULATION
SHALL BE COATED WITH ULTRAVIOLET AND WEATHER RESISTANT PAINT.
D.INSULATION THICKNESS SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL ENERGY
CONSERVATION CODE REFERENCED HEREIN AND THE MANUFACTURERS RECOMMENDATIONS.
4.PIPING INSTALLATION:
A.INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE REQUIREMENTS OF THE
INTERNATIONAL MECHANICAL CODE REFERENCED HERE IN, ASHRAE STANDARD 15; SAFETY
CODE FOR MECHANICAL REFRIGERATION, CURRENT EDITION AND THE MANUFACTURERS
WRITTEN INSTALLATION INSTRUCTIONS.
B.ROUTE PIPING IN AN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE, AND MAINTAIN
GRADIENT. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. SLEEVE PIPING
PASSING THROUGH PARTITIONS, WALLS AND FLOORS. SLOPE CONDENSATE DRAIN PIPING AS
INDICATED HEREIN.
SLEEVES
PROVIDE NO. 22 USSG GALVANIZED IRON SLEEVES EXTENDED THROUGH CONSTRUCTION IN
CEILING, WALLS AND PARTITIONS. FOR INSULATED PIPING SIZED TO ALLOW INSULATION TO
PASS THROUGH SLEEVE, PROVIDE 1/2 INCH SPACE BETWEEN PIPE AND/OR INSULATION AND
SLEEVE. SEAL ALL SLEEVES IN ACCORDANCE WITH BUILDING CODE AND FIRE DEPARTMENT
REQUIREMENTS.
MECHANICAL SPECIFICATIONS
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\HVAC\M-4.dwgLast save: Jan 12, 2021 - 8:13amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
MECHANICAL
SPECIFICATIONS
RA
FR
M
401
ELECTRICAL DEMOLITION PLAN1
SCALE:1/4"=1'-0"ED101KPS SA
A
SW
A
A
SSSSSSSSS
S
EXISTING PANEL 'A'
TO BE RELOCATED
REFER TO DWG E-201 FOR NEW LOCATION
EXTEND WIRING AS REQUIRED.
ALL EXISTING ELECTRICAL EQUIPMENT: LIGHTING, RECEPTACLES, SWITCHES, DETECTORS, ETC.
SHALL BE DISCONNECTED AND REMOVED UNLESS OTHERWISE NOTED.
EXISTING ELECTRICAL PANEL AND ASSOCIATED SERVICE FEEDERS, METERS, ETC. ARE TO REMAIN
PANEL 'A' SHALL BE RELOCATED AS NOTED ON DRAWINGS. EXTEND SERVICE FEEDERS AS REQUIRED.
EXISTING PANEL 'B'
TO REMAINEXISTING TELEPHONE
BACKBOARD TO BE
REMOVED.ELECTRICAL 'E0OLITION S3ECIFICATIONS
GENERAL:
DEMOLITION DRAWING(S) HAVE BEEN PREPARED IN GOOD FAITH TO SERVE AS A GUIDE TO THE GENERAL EXTENT AND NATURE OF
DEMOLITION WORK. HOWEVER, IT REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO SURVEY THOROUGHLY ALL EXISTING SYSTEMS
AND BECOME FAMILIAR WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.
CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND ELECTRICAL PLANS AND REMOVE OR RELOCATE EXISTING ELECTRICAL
MATERIALS (LIGHTING FIXTURES, PANELS, DEVICES, RECEPTACLES, WIRING, CONDUITS, ETC.) AS SHOWN ON DRAWINGS OR WHICH EXIST
ON WALLS AND PARTITIONS BEING REMOVED. REMOVAL OF WIRING THAT IS NO LONGER IN SERVICE SHALL BE COMPLETE BACK TO
SOURCE. WIRING FOR BRANCH CIRCUITS SHALL NOT BE REUSED UNLESS OTHERWISE NOTED. CIRCUITS THAT REMAIN SHALL BE LEFT IN
OPERATING CONDITION. DO NOT ABANDON IN PLACE.
CONDITIONS OF STRUCTURES:OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE
DEMOLISHED.
CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER INSOFAR AS
PRACTICABLE. HOWEVER, MINOR VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE
OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK.
STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.
DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK.
ITEMS NOTED FOR REMOVAL SHALL BE DISCONNECTED AND TURNED OVER TO THE OWNER OR DISPOSED OF BY THE
CONTRACTOR IF THE OWNER SO REQUESTS. IF INSTRUCTED TO DISPOSE OF ITEMS, THE CONTRACTOR SHALL REMOVE THE
ITEMS FROM THE PREMISES AND DISPOSE OF THEM IN A SAFE, LEGAL AND RESPONSIBLE MANNER AND LOCATION. QUESTIONS
REGARDING THE SUITABILITY OF THE MATERIAL OR EQUIPMENT SHALL BE BROUGHT, IN WRITTEN FORM, TO THE ATTENTION OF
THE OWNER/ENGINEER.
EXECUTION DEMOLITION:
CONTRACTOR SHALL MAKE SAFE ALL WORK ASSOCIATED WITH WITH DEMOLITION SCOPE.
PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS AS REQUIRED TO COMPLETE WORK
IN ACCORDANCE WITH DEMOLITION SCHEDULE AND GOVERNING REGULATIONS.
CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES FOR DISCONNECTION AND REMOVAL OF PIPING, WIRING, ELECTRICAL
EQUIPMENT AND FITTINGS FROM EQUIPMENT BEING REMOVED BY OTHER TRADES.
PROVIDE ALL DUMPSTER AND CONTAINERS NECESSARY TO HOLD, STORE AND TRANSPORT DEMOLISHED MATERIALS AS
REQUIRED.
WHERE CONCRETE AND/OR MASONRY DEMOLITION IS INCLUDED, DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS.
CUT CONCRETE AND MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN USING POWER-DRIVEN MASONRY SAW OR
HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.
LOCATE DEMOLITION EQUIPMENT THROUGHOUT STRUCTURE, AND PROMPTLY REMOVE DEBRIS TO AVOID IMPOSING EXCESSIVE
LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING.
IF UNANTICIPATED MECHANICAL, PLUMBING, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN
ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT TO OWNER'S
REPRESENTATIVE IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM OWNER'S REPRESENTATIVE,
REARRANGE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT UNDUE
DELAY.
REMOVE FROM BUILDING SITE DEBRIS, RUBBISH, AND OTHER MATERIAL RESULTING FROM DEMOLITION OPERATIONS.
TRANSPORT AND LEGALLY DISPOSE OFF SITE.
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS,
LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL
POLLUTION.
SANITARY PIPING THAT IS REMAINING SHALL BE PROFESSIONALLY CLEANED AND VISUALLY SCOPED WITH VIDEO RECORDS
PRIOR TO BEING APPROVED FOR REUSE.
CLEANUP & REPAIR:
UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE.
REMOVE PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN.
REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN ELEMENTS OF CONSTRUCTION AND SURFACES TO
REMAIN TO CONDITION EXISTING PRIOR TO START OF OPERATIONS. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED
OR DAMAGED BY SELECTIVE DEMOLITION WORK.
DEMOLITION DRAWING FOR REFERENCE ONLY. CONTRACTOR TO VERIFY EXACT LOCATION AND
QUANTITY OF ALL EQUIPMENT, LIGHT FIXTURES, RECEPTACLES, DISCONNECT SWITCHES,...ETC. IN THE FIELD.
ELECTRICAL
DEMOLITION PLAN
BJH
BJH
ED
101
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Electrical\ED101.dwgLast save: Jan 12, 2021 - 8:17amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
GROUNDED DUPLEX RECEPTACLE - MOUNT AT 18" A.F.F. U.N.O.
GROUNDED DOUBLE DUPLEX RECEPTACLE - MOUNT AT 18" A.F.F. U.N.O.
SYMBOL DESCRIPTION
GROUNDED DUPLEX RECEPTACLE - CEILING MOUNTED AT STOREFRONT
2'x4' CEILING RECESSED MOUNTED LIGHT FIXTURE.
·SUB-CAPITAL LETTER INDICATES TYPE.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
A
C
SINGLE/DOUBLE FACE EXIT SIGN WALL/CEILING MOUNTED WITH TWO EMERGENCY HEADS,
BATTERY AND DIRECTIONAL ARROWS AS SHOWN.
·SUB-CAPITAL LETTER INDICATES TYPE.
S
S3
SD
OS
GFI
FLOOR MOUNTED DUPLEX RECEPTACLE
FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE
TRACK LIGHT,
·SUB-CAPITAL LETTER INDICATES TYPE.
EMERGENCY LIGHTING FIXTURE WITH BACKUP BATTERIES.
·SUB-CAPITAL LETTER INDICATES TYPE.
GROUNDED DUPLEX RECEPTACLE.
MOUNT ABOVE COUNTER BACKSPLASH OR 42" A.F.F.
GROUNDED DUPLEX RECEPTACLE - GFI TYPE - SEE NOTES -
MOUNT AT 18" A.F.F. U.N.O.
SPECIAL PURPOSE RECEPTACLE - MATCH NEMA CONFIGURATION OF EQUIPMENT SERVED
- MOUNT AT 18" A.F.F. U.N.O.
DIMMER SWITCH - MOUNT AT 48" A.F.F.
RECESEED DOWNLIGHT MOUNTED LIGHT FIXTURE.
·SUB-CAPITAL LETTER INDICATES TYPE.
S4
OCCUPANCY SENSOR SWITCH - MOUNT AT 48" A.F.F.SOC
2'x2' CEILING RECESSED MOUNTED LIGHT FIXTURE.
·SUB-CAPITAL LETTER INDICATES TYPE.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
LOW VOLTAGE CONTROL SWITCH - MOUNT AT 48" A.F.F.SM
2'x4' CEILING RECESSED MOUNTED LIGHT FIXTURE WITH INTERNAL EMERGENCY BACKUP.
·SUB-CAPITAL LETTER INDICATES TYPE.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
PENDANT MOUNTED LIGHT FIXTURE.
·SUB-CAPITAL LETTER INDICATES TYPE.
2'x2' CEILING RECESSED MOUNTED LIGHT FIXTURE WITH INTERNAL EMERGENCY BACKUP.
·SUB-CAPITAL LETTER INDICATES TYPE.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
SINGLE POLE TOGGLE SWITCH - MOUNT AT 48" A.F.F.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
THREE WAY SINGLE GANG TOGGLE SWITCH - MOUNT AT 48" A.F.F.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
FOUR WAY SINGLE GANG TOGGLE SWITCH - MOUNT AT 48" A.F.F.
·SUB-SMALL LETTER INDICATES SWITCH LEG.
E
E
SYMBOL DESCRIPTION
SAFETY DISCONNECT SWITCH
JUNCTION BOX
MOTOR
MOTORIZED DAMPER
JJ
SAFETY DISCONNECT SWITCH, FUSIBLE
TELEPHONE OUTLET W/ JACK, BACK BOX AND CAT6 CABLE.
MOUNT AT 18" A.F.F. U.N.O.
DATA/TELEPHONE OUTLET W/ JACKS, BACK BOX AND CAT6 CABLES.
MOUNT AT 18" A.F.F. U.N.O.
"X" INDICATE NUMBER OF JACKS IN OUTLET: COORDINATE EXACT NUMBER WITH OWNER
1: ONE DATA
2: ONE DATA & ONE TELEPHONE.
3: TWO DATA & ONE TELEPHONE.
4: THREE DATA & ONE TELEPHONE.
X
FLOOR MOUNTED TELEPHONE OUTLET W/ JACK, BACK BOX AND CAT6 CABLE
FLOOR MOUNTED DATA/TELEPHONE OUTLET W/ JACKS, BACK BOX AND CAT6 CABLES.
"X" INDICATE NUMBER OF JACKS IN OUTLET, COORDINATE EXACT NUMBER WITH OWNER:
1: ONE DATA
2: ONE DATA & ONE TELEPHONE.
3: TWO DATA & ONE TELEPHONE.
4: THREE DATA & ONE TELEPHONE.
X
THERMOSTAT
CO2 SENSOR
TIMECLOCK - 2/4 CIRCUIT TIMECLOCK - REFER TO DETAILS
BRANCH CIRCUIT WIRING
BRANCH CIRCUIT FEEDER
ELECTRICAL GROUND
UNSWITCHED BRANCH CIRCUIT WIRING
VOLUME CONTROL
TC
CCTV SECURITY CAMERA
SOUND SYSTEM SPEAKER
WAP
S
WIFI ACCESS POINT
SURFACE MOUNTED ELECTRIC PANEL
T
LIGHTING CONTROL PANEL
PUSH BUTTON FOR SERVICE BELL
SERVICE BELLB
RECESSED MOUNTED ELECTRIC PANEL
T F STEP-DOWN TRANSFORMER
S CALL-FOR-AID SWITCH - MOUNT AT 48" A.F.F.A
CAL-FOR-AID BUZZER/LIGHT - MOUNT ABOVE DOOR
DOOR CONTACT
SECURITY KEY PAD
GLASS BREAKGB
DC
KP
PENDANT MOUNTED LIGHT FIXTURE.
·SUB-CAPITAL LETTER INDICATES TYPE.
PENDANT MOUNTED LIGHT FIXTURE WITH INTERNAL EMERGENCY BACKUP.
·SUB-CAPITAL LETTER INDICATES TYPE.
CEILING FAN CONTROL SWITCH - MOUNT AT 48" A.F.F.SF
FLOOR MOUNTED SPECIAL PURPOSE RECEPTACLE - MATCH NEMA CONFIGURATION
OF EQUIPMENT SERVED
INVERTER - POWER SENTRY 'EAC ISSM 375 120/277 SM'INV
EB
H
OS CEILING MOUNTED OCCUPANCY SENSOR -
'H' INDICATES HIGH CEILING TYPE. (SENSOR SWITCH 'CMPDT6' OR EQUAL)
LINEAR LIGHT FIXTURE.
·SUB-CAPITAL LETTER INDICATES TYPE.
·COORDINATE MOUNTING TYPE
VS CEILING MOUNTED VACANCY SENSOR -
CARD READERCR
SINGLE/DOUBLE FACE EXIT SIGN WALL/CEILING MOUNTED,
BATTERY AND DIRECTIONAL ARROWS AS SHOWN.
·SUB-CAPITAL LETTER INDICATES TYPE.
KITCHEN EXHAUST FANKEF
ABOVE FINISH FLOORA.F.F.
ELECTRICAL METALLIC TUBINGEMT
ELECTRIC WATER HEATEREWH
GROUND FAULT INTERRUPTERGFI
ISOLATED GROUNDIG
JUNCTION BOXJ
POLEP
POLYVINYL CHLORIDE CONDUITPVC
ROOF TOP UNITRTU
WEATHER PROOFWP
SAFETY SWITCHSF
MAIN CIRCUIT BREAKERMCB
MOUNTING HEIGHTMH
MAIN LUGS ONLYMLO
CONDUITC
ITEM PROVIDED WITH OR CONNECTED TO EMERGENCY POWEREM
EXISTING TO REMAINETR
FIRE ALARM CONTROL PANELFACP
RIGID GALVANIZED STEEL CONDUITRGS
UNLESS NOTED OTHERWISEU.N.O.
TO BE DETERMINEDT.B.D.
SWITCHBOARDSW
MAIN DISTRIBUTION PANELMDP
POWER PANELPP
LIGHTING CONTROL PANELLCP
NIGHT LIGHTNL
NEWN
EXISTING TO REMAINEX
RELOCATER
AUXILIARY POWER SUPPLYAPS
FIRE ALARM TERMINAL CABINETFATC
GENERAL CONTRACTORG.C.
ELECTRICAL CONTRACTORE.C.
SYMBOL ABBREVIATION
EXHAUST FANEF
DESTRATIFICATION FANDF
MOTORIZED DAMPERMD
1.ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT APPLICABLE CODES,
ORDINANCES, THE REGULATORY AGENCIES HAVING JURISDICTION AND THE
SPECIFICATIONS. THE SPECIFICATIONS MAY EXCEED THE REQUIREMENTS OF THE CODE, IN
WHICH CASE, THE SPECIFICATION MUST BE FOLLOWED.
2.THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL
COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS. THE SPECIFIED ELECTRICAL SYSTEM
SHALL BE COMPLETE IN ALL RESPECTS; OPERATIONAL, TESTED, ADJUSTED, APPROVED BY
THE AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER.
3.THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING
A BID. INFORMATION IS PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES,
SPECIFICATIONS AND ALL OF THE VARIOUS DOCUMENTS IN THE BIDDING PACKAGE. THE
CONTRACT DOCUMENTS ARE COMPLEMENTARY AND FORM A TOTAL PROJECT DESIGN AND
INFORMATION SOURCE FOR CONSTRUCTION PURPOSES.
4.THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF
SYSTEMS AND WORK INCLUDED IN THE CONTRACT. COORDINATE LOCATIONS OF
EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY
MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION, IS TO BE
PERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST. REFER TO
DETAILS, SCHEDULES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5.THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT
DOCUMENTS OF ALL TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE
GENERAL ARRANGEMENT OF EQUIPMENT AND CONDUITS. THE CONTRACTOR SHALL
COORDINATE THE EXACT LOCATION OF EQUIPMENT AND CONDUITS INSTALLATION WITH
ALL THE TRADES BEFORE COMMENCING WORK.
6.EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, WHEN EQUIPMENT MUST BE
LOCATED ABOVE AN INACCESSIBLE CEILING (GYP BOARD OR EQUIVALENT), OR BEHIND A
WALL, AN APPROPRIATE ACCESS DOOR SHALL BE PROVIDED. IF AN ACCESS DOOR IS
REQUIRED, IT SHALL BE OF A RATING APPROPRIATE FOR THE WALL/CEILING IN WHICH IT IS
TO BE INSTALLED. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ACCESS PANELS
FOR ALL DEVICES, REQUIRING ACCESS, WITH THE ARCHITECT, PRIOR TO INSTALLATION OF
SUCH DEVICES OR OTHER APPURTENANCES.
7.WHERE A CONFLICT OCCURS BETWEEN THE DOCUMENTS, IT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT. CARRY AS PART OF THE BID THE LARGER QUANTITY
AND/OR MORE EXPENSIVE ITEM(S).
8.THIS CONTRACT SHALL INCLUDE ALL THE NECESSARY CONDUITS, FITTINGS, TRANSITIONS
ETC. AS REQUIRED TO INSTALL CONDUITS AND EQUIPMENT, AND TO AVOID ANY CONFLICTS
WITH OTHER TRADES AND THE BUILDING STRUCTURE. THE CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS HE MAKES AS A RESULT OF
HIS FAILURE TO COORDINATE WITH OTHER TRADES OR BECOME FULLY FAMILIAR WITH THE
PROJECT DOCUMENTS OF ALL TRADES.
9.DO NOT INSTALL ANY ELECTRICAL PANELS, TRANSFORMERS, SPECIAL EQUIPMENT, BELOW
PIPING OR THROUGH MECHANICAL ROOMS, THAT ARE NOT ASSOCIATED WITH OR SERVE
THE RESPECTIVE ROOMS. COORDINATE THE LOCATION OF MECHANICAL EQUIPMENT IN THE
FIELD AND ADJUST AS NECESSARY.
10.ALL HOMERUNS SHALL BE 2#12, 1#12G., 3/4"C TO 20A-1P CIRCUIT BREAKER IN PANEL
DESIGNATED UNLESS OTHERWISE NOTED.
11.ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRALS. USE OF COMMON
NEUTRALS WILL NOT BE ALLOWED.
12.FIELD VERIFY WITH MANUFACTURER'S PROVIDED EXACT ELECTRICAL CHARACTERISTICS
AND CONNECTION REQUIREMENTS OF ALL OPERATIONAL EQUIPMENT PRIOR TO MAKING
ELECTRICAL POWER CONNECTION. FURNISH AND INSTALL SAFETY DISCONNECT AS
REQUIRED BY NEC.
13.RECEPTACLES LOCATED WITHIN 6' OF A WATER SOURCE, OR OUTSIDE, AND WHERE
REQUIRED BY CODE SHALL BE PROVIDED WITH GFCI PROTECTION, WHETHER INDICATED
OR NOT.
14.EXTERIOR RECEPTACLES SHALL BE PROVIDED WITH "CAST ALUMINUM" LOCKABLE COVERS
RATED "WEATHER-PROOF WHILE IN USE". LOCKS SHALL BE KEYED ALIKE.
15.ELECTRICAL CONTRACTOR SHALL SEAL ALL CONDUITS PENETRATING EXTERIOR WALLS.
16.ALL WIRING SHALL BE IN CONDUIT, UNLESS OTHERWISE INDICATED. CONDUITS SHALL BE
RUN CONCEALED IN NEW AND ABOVE CEILINGS. METAL CLAD CABLE "MC" SHALL BE
ALLOWED ABOVE ACCESSIBLE CEILINGS AND IN DRYWALL. MC CABLE IS LIMITED TO
BRANCH CIRCUITS NOT EXCEEDING 30A.
17.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF EQUIPMENT WITH DIV.
21, 22 AND 23 PRIOR TO ROUGHING OR INSTALLING OUTLETS.
18.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER, ALL LOCATIONS OF
EQUIPMENT BEING FURNISHED BY THE OWNER PRIOR TO ROUGHING OR INSTALLING
OUTLETS.
19.REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND EXACT LOCATION OF
DEVICES PRIOR TO ROUGHING OR INSTALLATION OF OUTLETS.
20.BRANCH CIRCUIT WIRING IS SHOWN ON THE FLOOR PLANS. NUMERALS ADJACENT TO THE
HOMERUN SYMBOLS FOR LIGHTING, RECEPTACLES, MOTORS, APPLIANCES, ETC. INDICATE
THE CIRCUIT NUMBER TO WHICH THE ITEMS ARE TO BE CONNECTED. PROVIDE BRANCH
CIRCUIT WIRING FOR ALL ITEMS SHOWN IN ACCORDANCE WITH THESE GENERAL NOTES
AND THE ELECTRICAL SPECIFICATIONS.
21.ALL 1 POLE, 15 AND 20 AMPERE BRANCH CIRCUITS SERVING RECEPTACLE OR LIGHTING
SHALL BE 2 WIRE CIRCUITS PROVIDING AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH
UNGROUNDED (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS.
22.REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF CEILING
MOUNTED DEVICES.
23.ALL EXPOSED CABLES OF ANY TYPE IN PLENUM CEILING SPACE SHALL BE PLENUM RATED.
24.CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS STEEL FOR THE SUPPORT
OF ALL EQUIPMENT, PIPING, CONDUIT AND DUCTWORK. SUSPENDED FROM SLAB, STEEL,
WALL OR TRUSSWORK.
25.ALL PENETRATIONS OF FLOORS AND WALLS (WHETHER OR NOT FIRE RESISTANCE RATED)
SHALL BE PROVIDED WITH A THROUGH PENETRATION PROTECTION SYSTEM
(FIRESTOPPING). EACH THROUGH - PENETRATION PROTECTION SYSTEM SHALL BE TESTED
IN ACCORDANCE WITH ASTM E814 AND BE LISTED FOR THE TYPE OF FLOOR OR WALL
ASSEMBLY PENETRATED AND THE TYPE OF PROTECTION SYSTEM.
26.IT IS NOT THE INTENTION TO SHOW EVERY FITTING, HANGER, WIRE OR DEVICE, ALL SUCH
ITEMS SHALL BE FURNISHED AND INSTALLED AS NECESSARY FOR A COMPLETE SYSTEM.
27.SEE SPECIFICATION SECTION "ELECTRICAL IDENTIFICATION" FOR PROPERLY LABELING
EQUIPMENT WIRING, BOXES, ETC.
28.CONTRACTOR SHALL DETERMINE THE QUANTITY OF CONDUCTORS REQUIRED FOR PROPER
OPERATION OF ALL SWITCHING SCHEMES.
29.PROVIDE ALL BONDING AND GROUNDING REQUIRED BY THE NATIONAL ELECTRIC CODE,
NFPA 70 AND AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION.
30.ALL REQUIRED BONDING CONDUCTORS SHALL BE MINIMUM #8 SOLID INSULATED COPPER,
PROVIDE ALL NECESSARY FITTINGS, JUNCTION BOXES, END FITTINGS, ETC., FOR A
COMPLETE, CONTINUOUS INSTALLATIONS.
31.ALL BONDING/GROUNDING CONNECTIONS SHALL BE MADE BY LISTED CLAMP OR
CONNECTORS AS REQUIRED BY ARTICLE 250 OF NFPA 70, THE NATIONAL ELECTRIC CODE
(CURRENT ADOPTED EDITION).
32.SEISMICALLY SUPPORT THE EQUIPMENT AS REQUIRED BY CODE, THE AUTHORITY HAVING
JURISDICTION, AND/OR AS SPECIFIED. SUBMIT ENGINEERED INSTALLATION DETAILS PER
THE SPECIFICATIONS. THE CONTRACTOR'S SEISMIC ENGINEER SHALL REVIEW THE
INSTALLATION AND PROVIDE A DETAILED REPORT FOR THE RECORD.
33.NO MORE THAN FOUR (4) 90 DEGREE BENDS IN ONE RUN FOR ELECTRICAL POWER SYSTEM.
34.NO MORE THAN TWO (2) 90° BENDS IN ONE RUN FOR TELEPHONE & DATA SYSTEM. IF
CONDUIT RUN REQUIRES MORE THAN TWO (2) 90° BENDS, PROVIDE A PULL BOX AFTER
EACH SET OF TWO (2) 90° BENDS.
35.LONG SWEEP ELBOWS SHALL BE USED FOR TELEPHONE AND DATA RACEWAYS.
36.MINIMUM SIZE OF CONDUIT FOR TELEPHONE/DATA SYSTEM SHALL BE 1", UNLESS NOTED
OTHERWISE.
37.ALL EMPTY CONDUITS SHALL HAVE A PULL STRING WITH A MINIMUM 10' OF SLACK ON BOTH
END.
38.CONTRACTOR TO INSTALL EXPOSED CONDUIT IN NEAT AND ORGANIZED WAY.
39.ALL 120 VAC CIRCUITS EXCEEDING 75' IN LENGTH SHALL BE INCREASED TO 2#10, 1#10G, 3/4"
CONDUIT.
40.ALL 120 VAC CIRCUITS EXCEEDING 120' IN LENGTH SHALL BE INCREASED TO 2#8, 1#10G, 3/4"
CONDUIT.
41.ALL 277 VAC CIRCUITS EXCEEDING 130' IN LENGTH SHALL BE INCREASED TO 2#10, 1#10G,
3/4" CONDUIT.
42.NO FLEXIBLE CONDUIT IS PERMITTED IN DEMISING WALLS. FLEXIBLE CONDUITS IS
PERMITTED FOR SHORT AND FINAL CONNECTIONS ONLY (6'-0" OR LESS).
43.EXPOSED CONDUITS SHALL BE INSTALLED IN STRAIGHT LINES AND PARALLEL OR IN RIGHT
ANGLES TO THE BUILDING STRUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN
CEILING SPACE OR WALL CAVITY.
44.CABLES TYPE "AC", "NM", "NMC", "NMS" AND "ROMEX" CABLES ARE NOT PERMITTED. TYPE
"MC" CABLE, ELECTRICAL METALLIC TUBING "EMT" AND RIGID GALVANIZED CONDUIT ARE
PERMITTED.
45.ALL EQUIPMENT, DEVICES AND FIXTURES SHALL BE GROUNDED IN COMPLIANCE WITH NEC
& UL REQUIREMENT.
46.ALL ELECTRICAL PANELS TO BE UL LABELED WITH BOLT ON TYPE CIRCUIT BREAKER.
47.ALL ELECTRICAL PANELS TO BE MOUNTED ON PLYWOOD BACKER BOARD.
48.ELECTRICAL PANELS MAY NOT BE RECESSED IN DEMISING PARTITIONS. SURFACE MOUNT
OR FUR OUT WALL TO ACHIEVE FLUSH FINISH APPEARANCE.
49.NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PENETRATE
LANDLORD'S STRUCTURE, FLOOR DECK OR ROOF DECK. TENANT'S CONTRACTOR MAY
ATTACH, NON-DESTRUCTIVELY, TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR
THE STRUCTURE STEEL WHICH EXISTS ABOVE TENANT SPACE. WHEN ATTACHING TO
LANDLORD'S STRUCTURE, DO NOT DRILL, WELD, SCREW OR SHOOT INTO STRUCTURE,
ALTERNATIVE METHODS OF ATTACHMENT ONLY, NOTHING TO DAMAGE LANDLORD'S BASE
BUILDING STRUCTURE. TENANT'S CONTRACTOR SHALL PROVIDE SIGNED AND SEALED
STRUCTURAL DRAWINGS BY A STRUCTURAL ENGINEER WITH LEGALLY ACTIVE
REGISTRATION AS INDICATED BY ALL JURISDICTIONAL REQUIREMENTS, FOR ALL
ELECTRICAL INSTALLATION AND ALL STRUCTURE MODIFICATIONS FOR LANDLORD
RECORDS.
50.SLAB ON GRADE:
TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATION TEAM PRIOR TO ANY
SLAB MODIFICATION OR REMOVAL. TENANT'S GENERAL CONTRACTOR SHALL VERIFY THAT
WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURE, UTILITY OR OTHER
UNDER-SLAB CONDITION. NON-DESTRUCTIVE VERIFICATION MAYBE REQUIRED. ANY
DAMAGE OR DOWNTIME CAUSED BY TENANT'S GENERAL CONTRACTOR WORK SHALL BE
REPAIRED AND REIMBURSED AT TENANT'S EXPENSES.
51.ELEVATED SLABS:
TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATION TEAM PRIOR TO ANY
SLAB MODIFICATION OR REMOVAL. IF ANY ELEVATED SLAB IS TO BE MODIFIED IN ANYWAY
(DRILLED, CORED OR PENETRATED), TENANT'S GENERAL CONTRACTOR SHALL PROVIDE
STAMPED AND CERTIFIED DRAWINGS BY A LICENSED STRUCTURAL ENGINEER CERTIFIED IN
THE LOCAL JURISDICTION. ALL PENETRATIONS SHALL BE CORE BORED ONLY. SAW
CUTTING, JACK HAMMERING AND TRENCHING IS STRICTLY PROHIBITED. ALL PENETRATIONS
SHALL BE SLEEVED, SEALED, FIRE STOPPED AND WATERPROOFED. THE PENETRATION
SLEEVE SHALL EXTEND A MINIMUM OF 4" ON EITHER SIDE OF THE SLAB AND BE LABELED
WITH THE REQUIRED NFPA RATING. TENANT'S GENERAL CONTRACTOR SHALL VERIFY THAT
WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURE, UTILITY OR OTHER
UNDER-SLAB CONDITION. NON-DESTRUCTIVE VERIFICATION MAYBE REQUIRED. ANY
DAMAGE OR DOWNTIME CAUSED BY TENANT'S GENERAL CONTRACTOR WORK SHALL BE
REPAIRED AND REIMBURSED AT TENANT'S EXPENSES.
52.ALL HOME RUNS FROM FIRST RECEPTACLE/LIGHT FIXTURE/KITCHEN EQUIPMENT/HVAC
EQUIPMENT...ETC TO PANEL BOARD SHALL BE IN CONDUIT.
53.NO "MC" CABLE IS ALLOWED IN DEMISING WALLS.
54.PROVIDE BACK BOX AND 1" CONDUIT WITH CAT6 DATA CABLES (QUANTITY OF CABLES
EQUAL TO QUANTITY OF JACKS) FOR EACH TELEPHONE/DATA OUTLETS TO LOCATION OF
THE TELECOMMUNICATION RACK IN OFFICE. LEAVE AT LEAST 20' EXTRA LENGTH AT BOTH
ENDS FOR FINAL TERMINATION. COORDINATE CONDUIT ROUTING WITH THE EQUIPMENT
AND ARCHITECTURAL ELEMENTS SO THAT ALL CONDUIT RUNS ARE CONCEALED.
55.ALL DATA CABLES SHALL BE TERMINATED AT BOTH ENDS AND TESTED BY
TELECOMMUNICATION CONTRACT PER EIA/TIA AT ELECTRICAL CONTRACT EXPENSES.
ELECTRICAL CONTRACTOR IS RESPONSIBLE TO REPLACE ANY FAILURE CABLES.
56.CONTRACTOR TO COORDINATE WITH ARCHITECT/OWNER THE EXACT LOCATION OF
TELECOMMUNICATION RACK PRIOR TO THE INSTALLATION OF ANY WIRING AND CONDUITS.
57.NO MORE THAN TWO (2) 90° BENDS IN ONE RUN FOR TELEPHONE & DATA SYSTEM. IF
CONDUIT RUN REQUIRES MORE THAN TWO (2) 90° BENDS, PROVIDE A PULL BOX AFTER
EACH SET OF TWO (2) 90° BENDS.
58.LONG SWEEP ELBOWS SHALL BE USED FOR TELEPHONE AND DATA RACEWAYS.
59.MINIMUM SIZE OF CONDUIT FOR TELEPHONE/DATA SYSTEM SHALL BE 1", UNLESS NOTED
OTHERWISE.
ELECTRICAL GENERAL NOTES
EXIT SIGN DIRECTIONAL INDICATOR
1.TYPE 'EM' EMERGENCY FIXTURES AND TYPE 'X' EXIT SIGNS SHALL BE WIRED TO LINE SIDE OF
AREA LIGHTING CIRCUIT TO SENSE LOSS OF NORMAL POWER AND PROVIDE CONTINUOUS
TRICKLE CHARGE, AND SHALL OPERATE AT A MINIMUM OF 1 1/2 HOURS UPON LOSS OF NORMAL
POWER.
2.DIRECTIONAL CHEVRONS SHALL CONFORM TO NFPA 5-10.4.1.2 AND SHALL BE IDENTIFIABLE AS A
DIRECTIONAL INDICATOR AT A MINIMUM OF 40 FT. UNDER ALL SPACE CONDITIONS. SEE DETAIL
BELOW.
3. PROVIDE ERICO FASTENING PRODUCTS (CADDY) CAT. No. 515 OR 515A LIGHT FIXTURE SUPPORT
CLIPS ON ALL RECESSED LIGHT FIXTURES. PROVIDE MINIMUM FOUR (4) PER FIXTURE.
4. SEISMIC RESTRAINTS:
IN ADDITION TO THE REQUIREMENTS OF IBC 2009 SECTION 1621 WITH MASSACHUSETTS
ADDENDUM AND THE NEC SECTION 410-16(c), ALL RECESSED LIGHT FIXTURES SHALL BE PROVIDED
WITH SUPPORT WIRES AT A MINIMUM OF FOUR (4) PER FIXTURE AND LOCATED NOT MORE THAN
SIX (6") INCHES FROM EACH CORNER, EXTENDED AND ATTACHED TO THE BUILDING STRUCTURE.
HANGER WIRES SHALL BE GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER,
PRE-STRETCHED WITH A YIELD STRESS LOAD OF AT LEAST THREE (3) TIMES DESIGN LOAD BUT
NOT LESS THAN 12 GAUGE (0.106"). FOR ROUND FIXTURES OR FIXTURES SMALLER THAN THE
CEILING GRID, PROVIDE A MINIMUM OF FOUR (4) WIRES PER FIXTURE AND LOCATE AT EACH
CORNER OF THE CEILING GRID IN WHICH THE FIXTURE IS TO BE LOCATED. ADDITIONALLY, WHERE
FIXTURES OF SIZES LESS THAN THE CEILING GRID ARE INDICATED TO BE CENTERED IN THE
ACOUSTICAL PANEL, SUCH FIXTURES SHALL BE SUPPORTED WITH A MINIMUM OF TWO (2) 3/4"
METAL CHANNELS SPANNING AND SECURED TO THE CEILING TEES.
5. VERIFY ALL LIGHT FIXTURE FINISHES WITH ARCHITECT/OWNER PRIOR TO PURCHASE.
6. VERIFY ALL LIGHT FIXTURE MOUNTING HEIGHTS WITH ARCHITECT/OWNER PRIOR TO
INSTALLATION.
LIGHTING FIXTURE GENERAL NOTES
Drawing name: C:\Users\Frodas\appdata\local\temp\AcPublish_2664\E001.dwgLast save: Jan 12, 2021 - 8:17amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
ELECTRICAL
LEGENDS &
GENERAL NOTES
RP
BJH
E
100
LT-5
LT-6
LT-6 LT-6
LT-6
LT-6 LT-6
LT-6 LT-6 LT-6 LT-6 LT-6
LT-4 LT-2
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6
LT-6 LT-6
LT-6
LT-6
LT-6
LT-2
LT-4
LT-5
LT-5
LT-5
LT-5
LT-5
LT-5
LT-5
LT-5
LT-4
LT-4
LT-4
LT-4 LT-4 LT-3 LT-2
N
ADJACENT
TENANT
N.I.C.
FE
CHECK-INLT-6
LT-6
LT-6
EX3EX3 EX3EX3
EX3 EX3EX3
EX3EX3 EX3EX3BOTTLE FILLERLT-6
LT-6
LT-6
LT-4
LT-4
TVTVEX3
LT-5
LT-5B
LT-5B
LT-5A
LT-7
LT-7
LT-7
LT-6
LT-6
OS
OS
B-1
a
aa
aaa
a a
aaaa
b
b
cccc
ddddd
ELECTRICAL LIGHTING PLAN1
SCALE:1/4"=1'-0"E101
EXIT SIGNS AND EMERGENCY LIGHTING SHALL BE WIRED
PRIOR TO SWITCHING, "CONSTANT ON" SIDE OF LOCAL
LIGHTING CIRCUIT.
LIGHTING NOTES
GENERAL NOTES:
ALL RECEPTACLES, TELECOMMUNICATIONS OUTLETS, SWITCHES
AND ASSOCIATED FACEPLATES SHALL BE WHITE.
CIRCUITING KEY NOTES:
EP-19a
'EP' INDICATES PANEL FROM WHERE BRANCH CIRCUIT ORIGINATES,
'19' INDICATES CIRCUIT NUMBER, 'a' INDICATES SWITCH CONTROL.
WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL LIGHTING
FIXTURES, RECEPTACLES, OUTLETS, ETC. INDICATED WITH CIRCUIT
NUMBERS AND PANEL DESIGNATIONS. REFER TO SPECIFICATIONS
FOR APPLICABLE MEANS AND METHODS.
ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT MAY NOT BE SHOWN
IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH
CIRCUIT WIRING SYSTEM BE INSTALLED
WIRING SHALL BE 2#12+#12G-1/2"C. MINIMUM
A.
B.
C.
120/208V
'A'
POWER RISER DIAGRAM
EXISTING
PANEL
EXISTING
METER
EXISTING
TO BE RELOCATED
120/208V
'B'
EXISTING
PANEL
EXISTING
METER
EXISTING
TO REMAIN
EXISTING
TO REMAIN
a
b
a
b
a
b
a
b
a
b
a
b
b
B-3
B-5
D
B-2
B-4
OS OS
SYMBOL CATALOG NUMBER VOLT LAMPS BALLASTSMANUFACTURERWATTS
-
-
EX1 120 -
LT1 TAPPAHANNOCK 120 LEDLIGHT SINGLE CONE PENDANT, #: W003002388 100PENDANT -
LT7
-
NORA LIGHTING
EX2
EX3
NORA LIGHTING
NORA LIGHTING
LED
LED
LED
NX-812-LED-R-C-W
NX-603-LED/G
NE-602LED-W CEILING/WALL
CEILING/WALL
CEILING/WALL
120
120
5
2
2
LT6
LED
NHIC-4LMRAT/4W / NLCBC-451D35WWLE4NORA LIGHTING RECESSED 120 16 LED
LT5 LED
PEERLESS NSL-RA-8-80-30K-W-WG-MV SURFACE -LT8 120 LED
LT2
LT3
LT4
D
LED
LED
LED
-
-
-
-
-
LITHONIA 2BLT4-30LHE-MVOLT-ADSM-EZ1-LP835 120 23
SURFACELIGHTALARMS 120 LEDCAM-XX-COLOR-CW
EMERGENCY EGRESS LIGHTING SHALL BE WIRED
PRIOR TO SWITCHING, "CONSTANT ON" SIDE OF
LOCAL LIGHTING CIRCUIT.
--
TRACK TO BE NT-300 SERIES WHITE IN COLOR.
PROVIDE NT-316, NT-348, NT-310, NT-313 NT-355
END FEEDS, CONNECTORS, SUSPENSION KITS ETC AS
NEEDED FOR A COMPLETE TRACK LIGHTING SYSTEM
LENGTHS AND QUANTITIES AS NEEDED AND INDICATED
ON DRAWINGS. COORDINATE WITH ARCHITECT/OWNER
NTE-875L-930X-18W (FIXTURES)NORA LIGHTING 120 100TRACK LIGHTING
EXHAUST FAN WITH LIGHT120
EXISTING TO
REMAIN, EXTEND
FEEDER TO NEW
LOCATION OF
PANEL
AS SHOWN ON
POWER DRAWING
LT9
D
QTXEN080FLTNUTONE RECESSED
SYMBOL DESCRIPTION REMARKSMODEL NUMBER MOUNTING
LIGHT CONTROL DEVICES
MANU.
LUTRON CEILING
CEILING MOUNTED
OCCUPANCY SENSOR, DUAL
TECHNOLOGY
OS CEILING
·360° - 1000SQ FT DUAL TECH OCCUPANCY SENSOR- CLG MTD
(ACT OR GYP BOARD CEILING AS APPLICABLE
·CONTRACTOR TO PROVIDE POWER PACK (PP-DV) FOR EACH
OCCUPANCY SENSOR AS REQUIRED. WIRE POWER PACK AS AUTO
ON/AUTO OFF. SET MAXIMUM VACANCY TIME TO 30 MINUTES
LUTRON LOS-CDT-1000-WH
VS
CEILING MOUNTED
VACANCY SENSOR, DUAL
TECHNOLOGY
DIMMER SWITCH (0-10V)DVSTV WALLLUTRON
·CONTRACTOR TO CONFIRM COMPATIBILITY OF DIMMER
SWITCH WITH LIGHT FIXTURE MANUFACTURER PRIOR TO
PURCHASING/INSTALLATION.
·CONTRACTOR TO MULTI-GANG WALL PLATE.
·PROVIDE CONTROL WIRING (VIOLET&GREY)/CLASS ONE
INSTALLATION FROM DIMMER TO LED FIXTURE DRIVER
FOR 0-10V DIMMING - WHERE APPLICABLE
NOTE: CEILING MOUNTED SENSORS IN AREAS EXPOSED TO DECK SHALL BE MOUNTED SUCH THAT THE SENSOR
IS AT A HEIGHT JUST BELOW BEAMS AND LIGHTING FIXTURES TO ALLOW THE SENSOR A PROPER 'FIELD OF VIEW"
DIMMER SWITCH (ELV)DVELV-300PLUTRON
·CONTRACTOR TO CONFIRM COMPATIBILITY OF DIMMER
SWITCH WITH LIGHT FIXTURE MANUFACTURER PRIOR TO
PURCHASING/INSTALLATION.
·CONTRACTOR TO MULTI-GANG WALL PLATE.
WALLSD
SD
SOS LINE VOLTAGE WALL MOUNTED
OCCUPANCY SENSOR
MS-B102 WALLLUTRON
VS
VS
PEERLESS NSL-RA-4-40-30K-W-WG-MV SURFACE -LT9 120 LED
LT5A LED -LITHONIA 2BLT4-60LHE-MVOLT-ADSM-EZ1-LP835 120 43
LT5B LED -LITHONIA 2BLT4-40L-MVOLT-ADSM-EZ1-LP835 120 31
33
68
·360° - 1000SQ FT DUAL TECH VACANCY SENSOR- CLG MTD
(ACT OR GYP BOARD CEILING AS APPLICABLE
·CONTRACTOR TO PROVIDE POWER PACK FOR EACH VACANCY
SENSOR AS REQUIRED. WIRE POWER PACK AS MANUAL ON/AUTO
OFF. SET MAXIMUM VACANCY TIME TO 30 MINUTES
TC
EX3
EX3
VIA TC-1
VIA TC-2
VIA TC-1
TC1
NOTE : ALL EXIT SIGNS AND EMERGENCY BATTERY UNITS SHALL
BE WIRED TO "CONSTANT ON" SIDE OF LOCAL LIGHTING CIRCUIT
EX1 EX2
EX2
EX2
TC TC2
SEE TIMECLOCK
DETAILS ON E102
RECEPTION
101
SALES AREA
102
ACCESSIBLE
RESTROOM
106
CORRIDOR
107
VAULT
109
BREAK
ROOM
107
PUBLIC
RESTROOM
105
ELECTRICAL
CLOSET
111
OFFICE
104
JANITOR
CLOSET
103
RECEIVING
107A
IT
108
STAFF
SALES AREA
102A
EX3
OS
OS
EX1
a
a
a
b
a
LT5C LED -LITHONIA 2BLT2-33LHE-MVOLT-ADSM-EZ1-LP835 120 31
LT-5C
OS
VS
VS
b
b
b
& LIGHT SWITCH
& LIGHT SWITCH
& LIGHT
SWITCH
EX3
EX3
e
B-7
VIA TC-2
& LIGHT SWITCH
e
SVS LINE VOLTAGE WALL MOUNTED
VACANCY SENSOR
MS-B102-V WALLLUTRON
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Electrical\E-1.dwgLast save: Jan 12, 2021 - 8:17amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
ELECTRICAL
LIGHTING PLAN
BJH
BJH
E
101
CKT.
#B-5
A
B 1 2 3 4 5 6 7 8
{TIME CLOCK
TC
SYMBOL ON
DRAWING
TIME CLOCK "TC2" WIRING DIAGRAM6
N.T.S.102
·CONTRACTOR TO
COORDINATE TIME
SETTING WITH OWNER.{SALES
LIGHTING
B-5 {{CKT.
#B-1
A
B 1 2 3 4 5 6 7 8
SALES
LIGHTING
B-1 {TIME CLOCK
TC
SYMBOL ON
DRAWING
TIME CLOCK "TC1" WIRING DIAGRAM5
N.T.S.102
·CONTRACTOR TO
COORDINATE TIME
SETTING WITH OWNER.
SALES
LIGHTING
B-3 {{{SUPPORT ROD (TYP.)
TWO HOLE CONDUIT
CLAMP (TYP.)
UNISTRUT
(TYP.)
SEISMIC CABLE
CONDUIT (TYP.)SPRING NUT (TYP.)
SEISMIC CABLE
SUPPORT ROD (TYP.)
TWO HOLE CONDUIT
CLAMP (TYP.)
CONDUIT (TYP.)SPRING NUT (TYP.)
UNISTRUT (TYP.)
CONTRACTOR IS RESPONSIBLE TO
CONSULT LICENSE STRUCTURE
ENGINEER FOR SIZING THE REQUIRED
SUPPORT RODS & SEISMIC CABLES
INSTALLATION CONDUITS DETAIL (TYPICAL)4
N.T.S.102
NEUTRAL
HOT
WHITE
ADDITIONAL OCCUPANCY
SENSORS AS SHOWN ON
THE PLAN
LIGHTING
CIRCUIT
LIGHTING
LOAD
LIGHT
SWITCH
OS
LIGHTING
LOAD
THREE WAY
LIGHT SWITCH
S3
THREE WAY
LIGHT SWITCH
S3
REFER TO PLAN FOR
THE REQUIRED
CONFIGURATION
CEILING MOUNTED OCCUPANCY SENSOR WIRING SCHEMATIC (TYPICAL)1
N.T.S.102
120V GROUND
(SEE INSTALLATION
INSTRUCTIONS)
LOAD LIGHTING
LOAD
WALL MOUNTED OCCUPANCY SENSOR SWITCH WIRING SCHEMATIC3
N.T.S.102
OC
SYMBOL ON
DRAWING
LIGHTING
LOAD
LIGHT
SWITCH
a
bOS
HOT
NEUTRAL
HOT
NEUTRAL
HOT HOT
HOT
HOT
NEUTRAL
HOT LIGHTING
LOAD
POWER PACK
NEUTRAL
HOT
RED (+24V)BLACK (COMMON)BLUE (CONTROL OUT)LINE
LOAD
NEUTRAL
SLAVE PACK
EXHAUST
FAN
NEUTRAL
HOT
LOAD HOTRESTROOM OCCUPANCY SENSOR SEQUENCE OF OPERATION:
1.WHEN THE CEILING MOUNTED OCCUPANCY SENSOR DETECTS ROOM ENTRY THE LIGHTS AND EXHAUST FAN
SHALL TURN ON.
2.THE SENSOR SHALL BE SET FOR 10 MINUTE OFF DELAY, SO FAN AND LIGHTS WILL STAY ON FOR 10 MINUTES
WHEN THE SENSOR STOPS DETECTING OCCUPANCY.
3.THE LOCAL SWITCH AT THE DOOR SHALL MANUALLY TURN OF THE LIGHTS ONLY, THE FAN SHALL RUN FOR
THE PRESET 10 MINUTES.
LIGHT
SWITCH
GROUNDCEILING MOUNTED OCCUPANCY SENSOR WIRING SCHEMATIC FOR BATHROOM2
N.T.S.102
SYMBOL ON
DRAWING (TYPICAL)
OSDISCONNECT SWITCH,
TOGGLE TYPE, TO BE
MOUNTED ABOVE
SUSPENDED CEILING
(TYP.)
LIGHTING
CIRCUIT
"#L21-4"
LIGHTING
LOAD
THREE WAY
LIGHT SWITCH
S3
THREE WAY
LIGHT SWITCH
S3
SYMBOL ON DRAWING
(TYPICAL)
HOT
THREE WAY
LIGHT SWITCH
S4
NEUTRAL
SALES
LIGHTING
B-7
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Electrical\E-1.dwgLast save: Jan 12, 2021 - 8:17amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
ELECTRICAL DETAILS
BJH
BJH
E
102
ADJACENT
TENANT
N.I.C.
FE
CHECK-INBOTTLE FILLERTVTVELECTRICAL POWER & LOW VOLTAGE PLAN1
SCALE:1/4"=1'-0"E201
PROVIDE JUNCTION BOX &
DISCONNECT FOR TENANT EXTERIOR
SIGN, COORDINATE EXACT
LOCATIONS WITH ARCHITECT.
PROVIDE 1" CONDUIT WITH PULL
WIRE FROM J-BOX IN TENANT SPACE
TO TIME CLOCK AT LANDLORD PANEL.
TYPICAL. COORDINATE WITH
OWNER/LANDLORD
J SIGN
PANEL 'A'
NEW LOCATION
PANEL 'B'
A-2
A-35 A-33 A-31
A-1
A-3
A-29
B-26,28
RECEPTACLE AND DATA PROVIDED FOR TELEVISION
COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT.
POINT OF SALE RECEPTACLE AND DATA OUTLET.
COORDINATE MOUNTING AND MOUNTING HEIGHT WITH
ARCHITECT AND COUNTER. PROVIDE 1" CONDUIT FOR DATA
CONNECTION BACK TO DATA IT RACK
WATER HEATER, PROVIDE DISCONNECT SIZE AS PER
CIRCUIT/EQUIPMENT REQUIREMENTS, COORDINATE WITH
PLUMBING DRAWINGS
PROVIDE CIRCUIT FOR HEAT TRACE, COORDINATE WITH
PLUMBING DRAWINGS
FOR KITCHEN EQUIPMENT (REFRIGERATOR, MICROWAVE,
GENERAL USE RECEPTACLES
COORDINATE MOUNTING HEIGHT, IF WITHIN 6' OF SINK:
PROVIDE GFI OUTLET OR PROVIDE GFI BREAKER FOR
REFRIGERATOR CIRCUIT.
PROVIDE RECEPTACLE & TEL/DATA FOR ATM, COORDINATE
MOUNTING HEIGHT WITH ARCHITECT
PROVIDE CONDUIT WITH PULL STRING FROM EACH
SECURITY CAMERA TO THE IT ROOM. (TYPICAL)
COORDINATE MOUNTING HEIGHTS WITH FIXTURES AND
ARCHITECT. (TYPICAL)
1
ELECTRICAL KEY NOTES
2
5
5 5
3
4
4
A-21
5
6
A-24 A-22 A-20
A-26 A-28
A-12
A-11
A-16
A-5
A-6
A-23
1
2 2 2 2 2
6
7
7
7
7
7
7
7
7
WAP
WAP
WAP
A-7
EWH-1
OU-1
IU-1
IU-2
IU-3
EWH-2
SF-1
B-13
B-25,27,29
B-21,23
B-17
B-21,23
B-21,23
B-15
4#6 + #8G - 1"C
BC-1
B-21,23
WP
EWH-1
B-22,24
WATER HEATER
CR
CR
CR
CR
CR
GENERAL NOTES:
SPEAKERS BY VENDOR. COORDINATE
WITH SPEAKER VENDOR.
ALL RECEPTACLES WITHIN 6' OF A
SINK MUST BE GFI OR FED FROM
GFCI CIRCUIT BREAKER.
8
8 8
8
8
AC
AC
18"18"AC9
10 (TYP)
10
10
10
10
DC
DC
DC
DC
DC
GFI48"
GFI
48"
GFIWP
A-8
A-36
5
A-10
A-14
A-25
RECEPTION
101
SALES AREA
102
ACCESSIBLE
RESTROOM
106
CORRIDOR
107
VAULT
109
BREAK
ROOM
107
PUBLIC
RESTROOM
105
ELECTRICAL
CLOSET
111
OFFICE
104
JANITOR
CLOSET
103
RECEIVING
107A
IT
108
STAFF
SALES AREA
102A
7
7
7
7
7
7
7
7
7
7
7 7
6 42"A-9
42"
SIGN
42"
2
72"
A-27
B-6
A-13
A-15
A-18
J
J ACCU-1ACCU-2B-34,36
B-30,32
3#10 + #10G - 1"C
3#10 + #10G - 1"C WPWP
3
11
11
AC-2
AC-1
11 11
A-4
G.C. TO PROVIDE AND INSTALL IT RACK:
NETWORK ASSEMBLY PARTS
RL SERIES 19" OPEN FRAME RACK MODEL #96-O53RL
CABLE LADDER MODEL #96-986CL
LADDER WALL SUPPORT BRACKET: CLH-WRS-W18-W24
BASE RL 10 SERIES MODEL #1-2202
MFGR FOR ALL PARTS IS MIDDLE ATLANTIC PRODUCTS.
CARD READER BY SECURITY VENDOR. E.C. TO PROVIDE
CONDUIT TO DOOR CONTACT AND TO PROVIDE 1"C. W/
PULL STRING FROM CONTACT/READER TO IT RACK
LOCATION. COORDINATE WITH SECURITY SYSTEM VENDOR.
PROVIDE WIRING AS REQUIRED PER APPROVED
MECHANICAL SHOP DRAWINGS VIA 1"C. FROM THE
TERMINAL BLOCK OF EACH CONDENSING UNIT TO THE
TERMINAL BLOCK OF ITS ASSOCIATED EVAPORATOR UNIT.
PROVIDE TELEPHONE BACKBOARD, COORDINATE WITH
OWNER/ARCHITECT. PROVIDE NEW TELEPHONE
SERVICE/EXTEND EXISTING TO THIS LOCATION.
COORDINATE WITH PROVIDER.
COORDINATE MOUNTING HEIGHT WITH EQUIPMENT BEING
PROVIDED.
PROVIDE FOR EQUIPMENT(SECURITY PANEL, FUTURE
SOUND SYSTEM, ETC.) COORDINATE EXACT LOCATION AND
MOUNTING HEIGHT WITH ARCHITECT.
9
10
11
12
12
13
13
GFI
A-19
GFI
A-17
A-34
8
14
14
14
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Electrical\E-2.dwgLast save: Jan 12, 2021 - 8:17amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
ELECTRICAL POWER &
LOW VOLTAGE PLAN
BJH
BJH
E
201
GENERAL PROVISIONS
A.GENERAL
1.REQUIREMENTS SPECIFIED ON COVER SHEET, ALONG WITH ELECTRICAL SPECIFICATIONS AND ALL ITS SECTIONS, COMPRISE THE
CONTRACT DOCUMENTS FOR THE ELECTRICAL CONTRACT. DRAWINGS AND ALL THEIR REVISIONS UP TO THE BID SUBMITTAL
DATE BECOME A BINDING PART OF THE CONTRACT, ALONG WITH THESE SPECIFICATIONS AS THOUGH THEY WERE ONE, AND
ANYTHING IMPLIED BY THE SPECIFICATIONS SHALL BE INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA.
PROVIDE NECESSARY ITEMS FOR A COMPLETE INSTALLATION OF ALL ELECTRICALLY OPERATED EQUIPMENT LISTED IN THE
SPECIFICATIONS OR SHOWN ON THE CONTRACT DRAWINGS.
2. THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND EQUIPMENT DRAWINGS AND SPECIFICATIONS ARE
INCORPORATED INTO, AND BECOME A PART OF THIS DIVISION. THIS CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS AND
SPECIFICATIONS AND BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS CONTAINED THEREIN. THE SUBMISSION OF HIS
BID SHALL INDICATE SUCH KNOWLEDGE.
3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS OF EQUIPMENT AND
CONDUIT. DIMENSIONS GIVEN ON THE PLANS, IN FIGURES, SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED IN THE FIELD. THE ELECTRICAL CONTRACTOR SHALL LAYOUT ALL EQUIPMENT ROOMS TO MAKE SURE THE EQUIPMENT,
AS PURCHASED, FITS IN THE ROOM OR SPACE SHOWN. EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD
AND ROUTING OF CONDUITS SHALL SUIT FIELD CONDITIONS.
4. UNTIL THE TIME OF INSTALLATION, THE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN THE LOCATION OF
CONDUIT AND EQUIPMENT WITHOUT ADDITIONAL COST TO THE CONTRACT.
5. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER. MATERIAL AND LABOR
NECESSARY TO THE PROJECT SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH.
LABOR AND/OR MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT OBVIOUSLY NECESSARY FOR THE COMPLETION AND PROPER
FUNCTIONING OF THE SYSTEM, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL
COST.
6. ARRANGE ALL EQUIPMENT SUBSTANTIALLY AS SHOWN ON THE DRAWINGS. MAKE DEVIATIONS ONLY WHERE NECESSARY TO
AVOID INTERFERENCE. CHECK ALL EQUIPMENT SIZES AGAINST AVAILABLE SPACE PRIOR TO SHIPMENT TO AVOID INTERFERENCE.
7. EXAMINE THE WORK OF OTHER TRADES INSOFAR AS THEIR WORK COMES IN CONTACT WITH OR IS COVERED BY THIS WORK. IN
NO CASE ATTACH TO, OR FINISH AGAINST ANY DEFECTIVE WORK OR INSTALL WORK IN A MANNER WHICH WILL PREVENT PROPER
INSTALLATION OF THE WORK OF OTHER TRADES.
8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ALL ELECTRICAL CHARACTERISTICS OF EQUIPMENT REQUIRING
ELECTRICAL CONNECTIONS. CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND HORSEPOWER AND SHALL NOTIFY ENGINEER OF
ANY DISCREPANCIES PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTING MEANS AND
OVERLOAD PROTECTION FOR ALL EQUIPMENT, UNLESS FURNISHED INTEGRAL WITH EQUIPMENT PACKAGE.
9. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB. ANY ERRORS OR OMISSIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BIDDING THE JOB.
B.VISIT TO THE SITE
1.THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS WORK.
THE SUBMISSION OF HIS PROPOSAL SHALL INDICATE SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT SHALL BE MADE ON CLAIMS
THAT ARISE FROM A LACK OF KNOWLEDGE OF THE EXISTING CONDITIONS.
C.CODE AND PERMITS
1.INSTALLATION SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF MUNICIPAL, CITY, COUNTY,
STATE AND PUBLIC UTILITIES AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THE PREMISES.
2. COMPLY WITH ANY SPECIFICATION REQUIREMENTS THAT ARE IN EXCESS BUT NOT IN CONFLICT WITH CODE REQUIREMENTS.
3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, PLAN REVIEWS AND CERTIFICATES OF INSPECTION IN
CONNECTION WITH HIS WORK, REQUIRED BY THE FOREGOING AUTHORITIES. BEFORE FINAL PAYMENT OF THE CONTRACT IS
ALLOWED, ALL CERTIFICATES SHALL BE DELIVERED TO THE ARCHITECT IN DUPLICATE.
4. ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE UL LABEL EXCEPT WHERE UL DOES NOT LABEL SUCH TYPES OF
MATERIAL AND EQUIPMENT.
D.SHOP DRAWINGS SUBMITTALS
1.THE ELECTRICAL CONTRACTOR SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS. THE SHOP DRAWINGS OF THE FOLLOWING
EQUIPMENT USING THE INDICATED NUMBERING SYSTEM AND TITLES, SHALL BE SUBMITTED THROUGH THE ARCHITECT TO THE
ENGINEER AND THEN RESUBMITTED FOR FINAL APPROVAL, IF NECESSARY. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE
FOLLOWING ITEMS:
a.WIRING DEVICES
b. PANELBOARDS AND SAFETY SWITCHES INCLUDING FAULT CURRENT STUDY BASED ON EQUIPMENT BEING SUPPLIED.
c. CONTACTORS, TIME SWITCHES AND PHOTOCELL
d. LIGHTING FIXTURES
e. SUPERVISORY ALARM SYSTEM
2.ALL SUBMITTED SHOP DRAWINGS (MANUFACTURERS "EQUIPMENT DESCRIPTIVE SHEETS OR VENDORS" PREPARED DRAWINGS)
SHALL HAVE THE GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S "STAMP OF APPROVAL" INDICATING THAT THE ITEM
SUBMITTED IS AS CALLED FOR ON THE PLANS AND SPECIFICATIONS, IS APPROVED BY THE GENERAL CONTRACTOR OR
SUBCONTRACTOR, THE DATE OF APPROVAL AND INITIALED BY THE PERSON APPROVING THE SUBMITTAL AND THE NAME OF THE
COMPANY SUBMITTING SAID EQUIPMENT FOR APPROVAL.
3. SUBMIT BOUND BROCHURES COMPLETE WITH A TABLE OF CONTENTS. LOOSE OR STAPLED TOGETHER SHEETS ARE NOT
ACCEPTABLE. ANY SUBMITTALS NOT IN BROCHURE FORM OR NOT AS SPECIFIED SHALL BE RETURNED AT THE CONTRACTOR'S
EXPENSE FOR RESUBMITTAL.
4.ALL DESCRIPTIVE LITERATURE SHALL BE SUBMITTED IN A THREE (3) HOLE BROCHURE WITH A COVER IDENTIFYING THE
FOLLOWING:
a.NAME OF THE JOB.
b. LOCATION OF THE JOB, ADDRESS, CITY AND STATE.
c. NAME AND ADDRESS OF THE COMPANY SUBMITTING THE BROCHURES.
d. DATE OF THE SUBMITTAL.
5.EVERY EFFORT SHALL BE MADE, IN CHECKING THE SHOP DRAWINGS, TO DETECT AND CORRECT ALL ERRORS, OMISSIONS AND
INACCURACIES. FAILURE TO DO THIS WILL NOT RELIEVE THE ELECTRICAL CONTRACTOR OF THE RESPONSIBILITY FOR THE
PROPER AND COMPLETE INSTALLATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
E.RECORD DRAWINGS
1.SUBMIT TO THE ARCHITECT ONE SET OF REPRODUCIBLE (MYLARS) ELECTRICAL DRAWINGS SHOWING THE RECORD CONDITIONS.
F.STANDARDS AND SUBSTITUTIONS
1.WHEREVER THE WORDS "APPROVED BY", "APPROVED EQUAL", "AS DIRECTED" OR SIMILAR PHRASES ARE USED IN THE
FOLLOWING SPECIFICATIONS, THEY SHALL BE UNDERSTOOD TO REFER TO THE OWNER AS THE APPROVING AGENCY. THE NAME
OR MAKE OF ANY EQUIPMENT OR MATERIALS NAMED IN THIS SPECIFICATION (WHETHER OR NOT THE WORDS "OR APPROVED
EQUAL" ARE USED) SHALL BE KNOWN AS THE "STANDARD".
2. THESE SPECIFICATIONS ESTABLISH QUALITY STANDARD OF MATERIALS AND EQUIPMENT TO BE PROVIDED. SPECIFIC ITEMS ARE
IDENTIFIED BY MANUFACTURER, TRADE NAME OR CATALOG DESIGNATION. THIS CONTRACTOR SHALL SUBMIT HIS BASE BID
PRICE BASED UPON STANDARD SPECIFIED EQUIPMENT DESCRIBED HEREIN AND AS DETAILED ON DRAWINGS AND ASSOCIATED
CONTRACT DOCUMENTS. THESE SPECIFICATIONS ARE NOT TO BE CONSIDERED PROPRIETARY THE CONTRACTOR MAY SUBMIT
INFORMATION ON MATERIALS AND MANUFACTURERS (OTHER THAN THOSE LISTED) FOR REVIEW BY THE ARCHITECT AND
ENGINEER NO LATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED. IN ADDITION, SAMPLES OF PROPOSED EQUIPMENT MAY
BE REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR REVIEW NO LATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED.
MANUFACTURERS OF PRODUCTS ACCEPTED BY THE ARCHITECT AND ENGINEER WILL BE LISTED IN AN ADDENDUM TO THE
SPECIFICATIONS AS AN ACCEPTABLE SUBSTITUTION EQUIPMENT ACCEPTED AS DETAILED BELOW AND SHALL BE SHOWN AS A
SEPARATE ADD OR DEDUCT PRICE TO BE FACTORED INTO THE BASE BID PRICE BY THE ARCHITECT AND OWNER IF ACCEPTED.
3. SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT OTHER THAN THOSE SPECIFIED OR APPROVED
BY ADDENDUM, SUBMIT A WRITTEN REQUEST FOR SUBSTITUTIONS TO THE ARCHITECT AT THE BID OPENING. THE REQUEST
SHALL BE AN ALTERNATE TO THE ORIGINAL BID; BE ACCOMPANIED WITH COMPLETE DESCRIPTIVE (MANUFACTURER, BRAND
NAME, CATALOG NUMBER, ETC.) AND TECHNICAL DATA FOR ALL ITEMS. FAILURE BY THIS CONTRACTOR TO SUBMIT THE
REQUISITE DOCUMENTATION DETAILED ABOVE SHALL BE UNDERSTOOD BY THE ARCHITECT AND ENGINEER TO INDICATE THAT
SUBSTITUTE EQUIPMENT WILL NOT BE PRESENTED BY THE CONTRACTOR FOR CONSIDERATION. SUCH SUBSTITUTIONS WILL NOT
BE CONSIDERED AFTER THE BID OPENING DATE AND DELAY OF PROJECT WILL NOT BE PERMITTED FOR FURTHER INSPECTION
AND EVALUATION AFTER THIS DATE.
4. WHERE SUCH SUBSTITUTIONS ALTER THE DESIGN OR SPACE REQUIREMENTS INDICATED ON THE DRAWINGS, INCLUDE ALL ITEMS
OF COST FOR THE REVISED DESIGN AND CONSTRUCTION INCLUDING COST OF ALL ALLIED TRADES INVOLVED.
5. ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT AND
ENGINEER. IF REQUESTED, THE CONTRACTOR SHALL SUBMIT (AT HIS COST) INSPECTION SAMPLES OF BOTH THE SPECIFIED AND
PROPOSED SUBSTITUTE ITEMS.
6. IN ALL CASES WHERE SUBSTITUTIONS ARE PERMITTED, THE CONTRACTOR SHALL BEAR ANY EXTRA COST OF EVALUATING THE
QUALITY OF THE MATERIAL AND EQUIPMENT TO BE PROVIDED, INCLUDING ALL ARCH/ENGINEER FEES ASSOCIATED WITH
CHANGE.
G.TESTING AND PLACING IN SERVICE
1.ANY MATERIAL OR EQUIPMENT FAILING A TEST SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.
2.TESTS SHALL INCLUDE THE FOLLOWING:
a.MEASURE THE LOAD ON EACH PHASE OF THE MAIN SERVICE AND EACH PHASE OF EVERY FEEDER UNDER FULL LOAD
CONDITIONS.
b. MEASURE THE NO-LOAD AND FULL-LOAD VOLTAGES (PHASE TO PHASE, PHASE TO NEUTRAL AND PHASE TO GROUND FOR
EACH PHASE OF EACH SERVICE, OF EACH SEPARATELY DERIVED SYSTEM, AND AT EACH PANELBOARD OR TRANSFORMER).
c. MEASURE THE GROUND RESISTANCE OF THE MAIN SERVICE GROUNDING ELECTRODE AND THE GROUND RESISTANCE OF EACH
SEPARATELY DERIVED SYSTEM'S GROUNDING ELECTRODE.
d. MAKE INSULATION RESISTANCE TESTS ON ALL DRY TYPE TRANSFORMERS AND MOTORS.
H.INTERFERENCES
1.BEFORE THE INSTALLATION OF ANY ITEM BEGINS, THE ELECTRICAL CONTRACTOR SHALL CAREFULLY ASCERTAIN THAT IT DOES
NOT INTERFERE WITH CLEARANCES FOR THE ERECTION OF FINISH BEAMS, COLUMNS, PILASTERS, WALLS OR OTHER
STRUCTURAL OR ARCHITECTURAL MEMBERS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF ANY WORK IS INSTALLED AND
THE ARCHITECTURAL DESIGN CANNOT BE FOLLOWED, THIS CONTRACTOR SHALL, AT HIS OWN EXPENSE, MAKE CHANGES IN HIS
WORK AS DIRECTED BY THE ARCHITECT TO PERMIT THE COMPLETION OF THE ARCHITECTURAL WORK IN ACCORDANCE WITH
DRAWINGS AND SPECIFICATIONS.
2.IT SHALL BE THE DUTY OF THIS CONTRACTOR TO REPORT ANY INTERFERENCES BETWEEN HIS WORK AND THAT OF ANY OF THE
OTHER CONTRACTORS AS SOON AS THEY ARE DISCOVERED. THE ARCHITECT SHALL DETERMINE WHICH EQUIPMENT WILL BE
RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. HIS DECISION WILL BE FINAL.
I.QUALITY ASSURANCE
ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND QUALITY SPECIFIED. WHERE MATERIALS, EQUIPMENT, APPARATUS OR
OTHER PRODUCTS ARE SPECIFIED BY MANUFACTURER, BRAND NAME, TYPE OF CATALOG NUMBER, SUCH DESIGNATION SHALL
ESTABLISH THE STANDARDS OF THE DESIRED QUALITY AND STYLE. IT IS THE INTENT OF THESE SPECIFICATIONS TO ESTABLISH A
STANDARD OF QUALITY OF MATERIALS AND EQUIPMENT INSTALLED.
BASIC ELECTRICAL MATERIALS AND METHODS
A.NAMEPLATES
1.GENERAL: FURNISH AND MOUNT ON EACH PANELBOARD, SWITCHBOARD (INCLUDING BRANCH SWITCHES), LARGE JUNCTION
BOX, SAFETY SWITCH, STARTER, REMOTE CONTROL, PUSH BUTTON STATION, AND ALL SIMILAR CONTROLS, A NAMEPLATE
DESCRIPTIVE OF THE EQUIPMENT OR EQUIPMENT CONTROLLED.
2.PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LAMINATED PHENOLIC WITH A WHITE CENTER CORE. LETTERS
SHALL BE ENGRAVED IN THE PHENOLIC TO FORM WHITE LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH SCREWS AND AN
ADHESIVE TYPE FASTENER.
B.MOUNTING ACCESSORIES
1.THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL IRON, RODS, SUPPORTS, HANGERS, CONCRETE OR
PLYWOOD REQUIRED TO INSTALL, MOUNT AND SUPPORT ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS.
2.SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS, CONNECTORS, BOLTS, CLAMPS AND NECESSARY ACCESSORIES
TO MAKE A COMPLETE INSTALLATION. SUPPORTING MATERIAL SHALL BE GALVANIZED, PAINTED OR OTHERWISE SUITABLY
FINISHED. PRODUCTS BY BRINKLEY, STEEL CITY OR RACO WILL BE ACCEPTABLE.
3.ALL SURFACE-MOUNTED EQUIPMENT ON BLOCK WALLS SHALL BE MOUNTED ON 3/4" PLYWOOD BACKBOARD. ALL
FLOOR-MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4" HIGH CONCRETE HOUSEKEEPING PAD.
C.EXECUTION
1.THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED SHALL CONFORM TO ALL FEDERAL (OSHA), STATE, ALL SPECIFIC
SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE CURRENT EDITION OF THE NEC.
2.CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND INCLUDE THE SAME IN THE CONTRACT
COST.
3.EQUIPMENT CONNECTIONS, STARTERS, DISCONNECT SWITCHES, CONTROL TRANSFORMERS AND PUSHBUTTON STATIONS FOR
THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER A SEPARATE CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER
THIS DIVISION, AS INDICATED ON THE CONTRACT DRAWINGS.
4.ALL CUTTING, PATCHING, EXCAVATING, BACKFILLING AND CONCRETE WORK RELATED TO THIS CONTRACT WILL BE THE
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. THIS CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF PROVIDING
THE SLEEVES, CHASES AND OPENINGS NECESSARY FOR THE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN AN
ACCEPTABLE MANNER, AS DETERMINED BY THE ARCHITECT. ALL HOLES SHALL BE CORE-DRILLED. PROVIDE FIRE STOP IN ALL
OPENINGS CREATED THROUGH FIRE-RATED WALLS, FLOORS OR CEILINGS.
5.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS NECESSARY FOR HIS WORK,
COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION.
D.MATERIALS AND WORKMANSHIP
1.ALL WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMANLIKE MANNER, BY MECHANICS SKILLED IN THE SEVERAL TRADES
NECESSARY.
2.ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OF THEIR SEVERAL KINDS UNLESS SPECIFIED
OR INDICATED ON THE DRAWINGS TO THE CONTRARY.
3.DURING EACH PHASE AND AT THE COMPLETION OF THE CONSTRUCTION, THIS CONTRACTOR SHALL REMOVE ALL DEBRIS AND
EXCESS MATERIALS CAUSED BY HIS WORK. HE SHALL LEAVE THE AREA OF OPERATION BROOM CLEAN.
4.ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR ETL LABEL.
5.THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL (LAMPS EXCEPTED) FOR A PERIOD OF ONE YEAR
FROM THE DATE OF BUILDING OPENING AND LEAVE HIS WORK IN PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS
DEVELOP WITHIN THE GUARANTEE PERIOD, THE CONTRACTOR SHALL, UPON NOTICE OF THE SAME, REMEDY THE DEFECTS AND
HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE
CONDITION BEFORE SUCH DAMAGE.
E.SCOPE OF WORK
1.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, STORAGE, UNPACKING AND PLACEMENT; TO INCLUDE
BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS:
a.COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM INCLUDING ALL PANELS AND FEEDERS.
b.COMPLETE BRANCH CIRCUIT WIRING SYSTEM.
c.COMPLETE POWER WIRING FOR ALL AIR CONDITIONING EQUIPMENT, PLUMBING SYSTEM, HEATING EQUIPMENT, VENTILATING
AND EXHAUST EQUIPMENT.
d.LIGHTING FIXTURE INSTALLATION, INCLUDING ALL FLUORESCENT LAMPS.
e.COMPLETE TELEPHONE AND COMMUNICATION CONDUIT SYSTEM INCLUDING BOXES, PLATES, JACKS, ETC., AS SPECIFIED,
SHOWN ON THE DRAWINGS AND REQUIRED BY THE LOCAL TELEPHONE COMPANY AND/OR OWNER.
f.TEMPORARY ELECTRICAL POWER AND LIGHTING AS REQUIRED FOR CONSTRUCTION.
g.TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION.
h.EXIT LIGHT SYSTEM.
i.WIRING DEVICES.
j.LIGHTING CONTROLS.
k.GROUNDING OF THE ELECTRICAL SYSTEM.
l. IDENTIFY RACEWAYS AND CABLES WITH COLOR BANDING AS FOLLOWS:
2.COLORS:
a).FIRE ALARM SYSTEM: RED
b).SECURITY SYSTEM: BLUE AND YELLOW.
c).TELECOMMUNICATION SYSTEM: GREEN AND YELLOW.
GROUNDING AND BONDING
A.GROUND ALL EQUIPMENT PER N.E.C.
B.ALL CONDUITS SHALL CONTAIN A CODE-SIZED GROUND WIRE SIZED PER N.E.C. IN ADDITION TO THE CONDUCTORS SHOWN ON THE
PLANS. WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED
PROPORTIONATELY.
C.AFTER INSTALLING GROUNDING SYSTEM BUT BEFORE PERMANENT ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, TEST FOR
COMPLIANCE WITH REQUIREMENTS.
WIRE AND CABLE
A.COLOR CODE CONDUCTORS (EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS) AS FOLLOWS:
208/120V SYSTEM=PHASE A BLACK; PHASE B RED; PHASE C BLUE; NEUTRAL WHITE; GROUND GREEN.
1.#12 AND #10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR, AS LISTED ABOVE.
2.COLOR CODE CONDUCTORS LARGER THAN ABOVE, WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR BY APPLICATION OF
AT LEAST TWO LAPS OF COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES. COLOR
TAPE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH #35.
3.CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE.
ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT.
B.INSULATION TYPE SHALL BE TYPE THWN FOR WIRE SIZES #8 AWG AND LARGER AND THHN OR THWN FOR #10AWG AND SMALLER.
THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS.
C.FLEXIBLE CORD SHALL BE HEAVY DUTY TYPE SO WITH AN EQUIPMENT GROUND CONDUCTOR IN ADDITION TO THE CURRENT
CARRYING CONDUCTORS.
D.PROVIDE #12 CONDUCTORS, UNLESS OTHERWISE INDICATED.
1.CONTROL CONDUCTORS SHALL BE #14 MINIMUM FOR NEC CLASS I AND #16 FOR NEC CLASS II.
E.CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.
F.CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID.
G.INSTALL WIRING IN CONDUIT. CONCEALED WIRING IN WALLS OR ABOVE CEILINGS, OR EXPOSED IN UNFINISHED AREAS (WHERE NOT
SUBJECT TO PHYSICAL DAMAGE) MAY BE RUN IN MC OR AC CABLE.
H.CONNECT #10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE SPRING TYPE CONNECTORS, "SCOTCHLOK" BY 3M
OR B-CAP BY BUCHANAN.
I.CONNECT #8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR SPLICES AS MANUFACTURED BY BURNDY OR T&B.
J.INSULATE SPLICING CONNECTORS TO AT LEAST 200% OF THE WIRE INSULATION. USE PRE-STRETCHED TUBING CONNECTOR
INSULATORS, 3M PST FOR #2 AND LARGER CONDUCTORS.
K.PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING AT LEAST 6" WIRE AT ALL JUNCTION BOXES FOR
CONNECTIONS.
1.CLEANOUT EACH CONDUIT SYSTEM BEFORE PULLING WIRE.
L.FORM AND TIE ALL WIRING IN PANELBOARDS.
M.THERE SHALL BE NO WIRENUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS/PANELBOARDS.
N.BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT
EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP
BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 3%.
O.WIRE SIZES SHALL BE BASED ON THE 60 DEGREES C. AMPACITIES FOR WIRE SIZES NO. 14-1 A.W.G., AND 75 DEGREES C. AMPACITIES
FOR WIRE SIZES #1/0 A.W.G. AND LARGER.
P.CIRCUITS MAY BE MULTI-PLEXED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO
CIRCUMSTANCE SHALL MORE THAN (8) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT.
RACEWAYS AND BOXES
A.RACEWAYS
1.ALL WIRE SHALL BE RUN IN ACCORDANCE WITH CODE IN CORROSION RESISTANT, RIGID, THREADED, METAL CONDUIT OR
ELECTRICAL METALLIC TUBING (E.M.T.) UNLESS OTHERWISE SPECIFICALLY STATED HEREIN.
a.CONDUIT IN EXTERIOR WALLS, BELOW FLOOR SLAB, OR UNDERGROUND SHALL BE RIGID, THREADED, GALVANIZED, HEAVY
WALL TYPE.
b.CARLON PVC TYPE 40 HEAVY WALL CONDUIT WITH GROUND WIRE MAY BE USED BELOW FLOOR SLAB OR UNDERGROUND IN
LIEU OF RIGID, THREADED, GALVANIZED CONDUIT. PVC 40 CONDUIT SHALL NOT BE RUN IN OR ABOVE FLOOR SLAB. PVC
CONDUIT SHALL TERMINATE BELOW FLOOR SLAB WITH RIGID, THREADED METAL CONDUIT ADAPTER. CONDUIT ABOVE SLAB
SHALL BE METAL.
c.CONDUIT RUN EXPOSED TO THE WEATHER SHALL BE HEAVY WALL, METAL THREADED TYPE.
d.PROVIDE BRANCH CIRCUIT CONDUCTORS THAT ARE TYPE THHN OR THWN AS REQUIRED. MC CABLE CAN BE USED FOR LIGHT
FIXTURE TO LIGHT FIXTURE.
2.CONDUIT SIZE SHALL BE 3/4" MINIMUM.
3.CONDUIT SHALL BE SECURELY FASTENED IN PLACE.
4.ALL CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR AND CEILINGS WHEREVER POSSIBLE. EXPOSED CONDUIT IN FINISHED
AREAS WILL NOT BE PERMITTED. EXPOSED CONDUIT WILL BE PERMITTED IN UNFINISHED AREAS WITH THE SPECIFIC APPROVAL
OF THE ARCHITECT.
5.USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR SEMI-RECESSED LIGHTING FIXTURES (6' LENGTH MAXIMUM).
USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AND IN
AREAS SUBJECT TO MOISTURE.
6.USE WATERTIGHT JOINTS WITH BURIED AND CONCRETE ENCASED CONDUIT. ALL BURIED CONDUITS OUTSIDE OF BUILDINGS
SHALL HAVE A MINIMUM OF 24" OF COVER. METAL CONDUITS BURIED IN EARTH SHALL BE PAINTED (TWO COATS) WITH HEAVY
ASPHALTUM PAINT.
7.SUPPORT RUNS OF CONDUIT AS DETAILED IN THE APPROPRIATE TABLE OF THE NATIONAL ELECTRICAL CODE (NEC).
8.INSTALL EXPOSED RUNS OF CONDUIT AND CONDUIT ABOVE LAY-IN CEILINGS PARALLEL OR PERPENDICULAR TO THE WALLS,
STRUCTURAL MEMBERS OF INTERSECTIONS OF VERTICAL PLANES AND CEILINGS. PROVIDE RIGHT ANGLE TURNS USING
FITTINGS OR SYMMETRICAL BENDS. SUPPORT CONDUITS WITHIN 1" OF ALL CHANGES IN DIRECTION.
9.IF A CONDUIT IS SUSPENDED, IT SHALL BE SUPPORTED ON TRAPEZE HANGERS WHICH USE "ALL-THREAD" RODS FROM THE
STRUCTURAL STEEL. THE USE OF CEILING SUPPORT WIRE OR SIMILAR MATERIAL WILL NOT BE ACCEPTED.
10.INSTALL EMPTY CONDUIT FOR FUTURE USE AS INDICATED ON THE DRAWINGS. CONDUIT SHALL BE COMPLETE WITH JETLINE OR
PULL ROPE, JUNCTION/OUTLET BOXES, TILE RINGS AND APPROPRIATE COVER PLATES.
11.PROVIDE PITCHPOCKETS WHERE CONDUITS PENETRATE THE ROOF.
12.THREAD LUBRICATION/SEALANT IS REQUIRED ON OUTDOOR AND UNDERGROUND THREADED METAL JOINTS.
13.INSTALL FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE CONCRETE FLOOR SLABS OR MASONRY WALLS REQUIRED TO BE
FIRE RATED.
14.HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5'-0" UNLESS
THE WRITTEN APPROVAL FROM ARCHITECT OR ENGINEER IS OBTAINED.
B.PULL AND JUNCTION BOXES
1.INSTALL PULL AND JUNCTION BOXES WHERE SHOWN ON THE DRAWINGS, AND WHERE REQUIRED FOR CHANGES IN DIRECTION,
AT JUNCTION POINTS, AND TO FACILITATE WIRE PULLING. FURNISH BOX SIZES IN ACCORDANCE WITH NEC UNLESS LARGER
BOXES ARE INDICATED.
2.PROVIDE STEEL BOXES AND REMOVABLE COVERS OF CODE GAGE, HOT ROLLED SHEET STEEL, HOT DIPPED GALVANIZED INSIDE
AND OUTSIDE, FOR ABOVE GROUND WORK. FURNISH WEATHERPROOF BOXES WHEN INSTALLED ABOVE GROUND OUTSIDE.
3.PROVIDE CAST IRON BOXES, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE WHERE SHOWN ON THE DRAWINGS. FURNISH
REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL, BRASS OR BRONZE SCREWS.
4.PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FURNISH STEEL
FRAMES AND COVERS WITH THE COVER ATTACHED TO THE FRAME WITH HEXAGON HEAD, BRASS OR BRONZE CAP SCREWS, 3/8"
DIAMETER. PROVIDE A RUBBER GASKET FOR SEALING BETWEEN THE COVER AND THE FRAME. PAINT THE COVER WITH TWO
COATS OF HEAVY ASPHALTUM.
C.OUTLET BOXES
1.USE SHEET STEEL BOXES, ZINC COATED OR CADMIUM PLATED, FOR CONCEALED INTERIOR WORK.
2.USE CAST BOXES, ZINC-CADMIUM FINISH MALLEABLE IRON, FOR EXPOSED INTERIOR WORK, AND FOR EXPOSED OR CONCEALED
WORK IN WET, DAMP OR EXTERIOR LOCATIONS. CAST BOXES SHALL BE SERIES FD BY CROUSE HINDS OR APPLETON.
3.WALL BOX SIZES (MINIMUM) SHALL BE 4" SQUARE x 2-1/2" DEEP WHERE WALL CONSTRUCTION PERMITS. WHERE WALL
CONSTRUCTION DICTATES, THE WIDTH MAY BE REDUCED TO 2-1/8" OR 1-1/2" UNDER SPECIAL CONDITIONS.
4.FIXTURE OUTLETS IN CEILINGS (MINIMUM) SHALL BE 4" OCTAGONAL x 1-1/2" DEEP (4-11/16" OCTAGONAL x 2-1/2" DEEP WHERE
REQUIRED TO ACCOMMODATE LARGER CONDUIT OR LARGER NUMBER OF WIRES).
5.GANG BOXES SHALL BE ONE PIECE (MINIMUM), 2-1/8" DEEP.
6.PROVIDE CAST IRON, CONCRETE-TIGHT FLOOR BOXES WITH ADJUSTABLE COVERS SET FLUSH AND LEVEL WITH THE FINISHED
FLOOR, WITH OUTLETS AS INDICATED ON THE DRAWINGS. PROVIDE HUBBELL #B-2400, 4200, OR 4300 SERIES BOXES WITH
LEVELING SCREWS. FLUSH TYPE COVERS AND OPENINGS TO SERVE OUTLETS USED. FURNISH FLUSH CAPS FOR CLOSING OFF
BOX WHEN NOT IN USE.
7.FLUSH MOUNT BOXES IN ALL FINISHED WALLS. INSTALL THE PLASTER RINGS IN DRYWALLED PLASTERED WALLS AND RAISED
COVERS AS REQUIRED IN WALLS WITH OTHER FINISHES SO THAT THE COVER PLATES FIT TIGHTLY AGAINST BOXES OR RINGS,
3/16" MAXIMUM GAPS ARE ALLOWED FOR NONCOMBUSTIBLE WALLS.
8.ADJUST LOCATION OF OUTLETS IN MASONRY OR TILE CONSTRUCTION TO OCCUR IN THE NEAREST JOINT TO THE HEIGHT
SPECIFIED. HEIGHTS SHALL MEET A.D.A. REQUIREMENTS.
9.SUPPORT ALL BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY.
10.CLEAN BOXES OF ALL FOREIGN MATTER PRIOR TO THE INSTALLATION OR WIRING OF DEVICES.
11.MOUNTING HEIGHTS ON THE DRAWINGS ARE TO THE CENTERLINE OF THE BOX UNLESS OTHERWISE NOTED.
WIRING DEVICES
A.WIRING DEVICE COLOR SHALL BE WHITE, UNLESS OTHERWISE INDICATED.
B.PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/277 VOLT, QUIET A/C GENERAL USE SNAP SWITCHES.
C.SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY LEVITON.
D.PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED FOR 20 AMPERES UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
E.RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S OR LEVITON.
F.RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE DUPLEX CONVENIENCE
RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS.
G.PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL TO THAT SPECIFIED FOR DUPLEX
CONVENIENCE RECEPTACLES.
H.PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED:
1.FINISHED AREAS: THERMOPLASTIC - COLOR TO MATCH DEVICE.
2.UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR CAST METAL, AS APPROPRIATE FOR THE TYPE OF BOX.
3.EXTERIOR AREAS: COPPER FREE ALUMINUM WITH GRAY, POWDER EPOXY FINISH, GASKET, WEATHERPROOF, CROUSE-HINDS
"WLRD" FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE RECEPTACLES OR EQUAL.
4.TELEPHONE, COMMUNICATION, AND SIGNAL OUTLET PLATES, SHALL MATCH THOSE USED FOR RECEPTACLES AND SWITCHES.
ALL OUTLET AND/OR JUNCTION BOXES SHALL BE COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR.
5.WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER A COMMON COVERPLATE.
I.LOCATE THE SWITCHES APPROXIMATELY 4'-0" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A.
REQUIREMENTS), UNLESS OTHERWISE INDICATED. THE LONG DIMENSION OF THE SWITCHES SHALL BE VERTICAL.
J.LOCATE RECEPTACLES APPROXIMATELY 1"-6" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A.
REQUIREMENTS), UNLESS NOTED OTHERWISE. THE LONG DIMENSION OF RECEPTACLES SHALL BE VERTICAL.
SAFETY SWITCHES
A.SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE (TYPE HD) WITH QUICK-MAKE, QUICK-BREAK MECHANISM AND
EXTERNAL PAD LOCKABLE OPERATING HANDLE.
B.SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 VOLTS AS APPLICABLE. THEY SHALL BE HORSEPOWER RATED WHEN USED IN
MOTOR CIRCUITS.
C.SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE, 2, 3, OR 4 POLE AS INDICATED ON THE DRAWINGS.
D.SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
E.ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS OTHERWISE INDICATED ON DRAWINGS.
F.MANUFACTURER SHALL BE SQUARE D, SIEMENS, OR CUTLER-HAMMER. ALL SAFETY SWITCHES SHALL BE BY ONE MANUFACTURER.
G.MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3' & 6' LEVELS ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON THE
DRAWINGS.
H.SWITCHES ON BLOCK WALLS SHALL BE MOUNTED ON A 3/4" PLYWOOD BACKBOARD, WHERE LOCATED INDOORS.
DISTRIBUTION AND PANELBOARDS
A.PANELBOARDS
1.PANELBOARDS SHALL BE FULLY RATED TO INTERRUPT SYMMETRICAL SHORT CIRCUIT AT THE TERMINALS.
2.PANELBOARDS SHALL BE LABELED WITH PHENOLIC NAMEPLATES INSCRIBED AS INDICATED ON THE DRAWINGS. PROVIDE
LABELS AFFIXED TO PANELBOARDS AS REQUIRED BY NFPA 70E.
3.PANELBOARDS SHALL BE ENCLOSED DEAD FRONT SAFETY TYPE WITH FEATURES AND RATINGS AS SCHEDULED ON THE
DRAWINGS.
4.MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED ON THE DRAWINGS AND SPECIFIED IN THIS DIVISION.
5.ALL BUS BARS SHALL BE RECTANGULAR TIN PLATED ALUMINUM.
6.SPACE, WHERE SHOWN IN PANEL SCHEDULES, DESIGNATES SPACE FOR FUTURE PROTECTIVE DEVICES AND SHALL INCLUDE BUS
AND SUPPORT.
7.INSTALL CABINETS SO THAT CENTER OF THE TOP BREAKER DOES NOT EXCEED 6'-6" ABOVE THE FINISHED FLOOR.
8.ENTRIES ON DIRECTORY CARDS SHALL BE TYPED, COMPLETE AND ACCURATE.
9.ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS.
10.ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS AS NEAR AS POSSIBLE TO CIRCUIT NUMBERS ON THE DRAWINGS. AT
COMPLETION OF JOB, ELECTRICAL CONTRACTOR SHALL TAKE CURRENT READING CHECKS OF RESPECTIVE PHASES. A MINIMUM
OF CIRCUIT CONNECTIONS SHALL BE REARRANGED TO BALANCE, AS CLOSELY AS POSSIBLE, THE LOAD IN THE PANEL.
11.ALL BREAKERS SHALL BE BOLT-ON TYPE.
12.MANUFACTURE SHALL BE SQUARE D AS THE PREFERRED SWITCHGEAR.
LIGHTING FIXTURES
A.LINEAR FLUORESCENT LAMPS FOR NEW LIGHT FIXTURES SHALL BE AS LISTED IN THE LIGHTING FIXTURE SCHEDULE.
B.ALL LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING
FIXTURE SCHEDULE, INCLUDING LAMPS. LAMPS SHALL BE OF SAME MANUFACTURER FOR ALL TYPES.
C.ALL FIXTURES SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND SHALL BE INSTALLED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
D.BALLASTS FOR LINEAR FLUORESCENT LAMPS SHALL BE AS LISTED IN THE LIGHTING FIXTURE SCHEDULE.
E.HIGH INTENSITY DISCHARGE BALLASTS SHALL BE CONSTANT WATTAGE TYPE.
F.THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY SUPPORT MEDIA FOR ALL LIGHTING FIXTURES INCLUDING
STRUCTURAL STEEL, ANGLE, RODS, ETC. IN GENERAL, FLUORESCENT AND HIGH INTENSITY DISCHARGE FIXTURES SHALL BE
SUPPORTED IN A MANNER ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES. ALL FIXTURES SHALL BE FIRMLY SUPPORTED
FROM BEAMS OR JOISTS.
1.PROVIDE ALL NECESSARY BACKING, BLOCKING AND SUPPORTS FOR WALL MOUNTED FIXTURES.
2.FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK.
G.ALL FIXTURES SHALL BE U.L. LISTED AND APPROVED FOR THE PURPOSE INTENDED.
H.RECESSED FIXTURES IN FIRE RATED CEILING OR SUPPLY AIR PLENUMS SHALL BE APPROVED FOR THE FIRE RATING OF THE CEILING.
PROVIDE AIR-TIGHT GASKETS TO SEAL AROUND OPENINGS.
I.ALL ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT.Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Electrical\E-301.dwgLast save: Jan 12, 2021 - 8:17amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
ELECTRICAL
SPECIFICATIONS
BJH
BJH
E
301
1.THE PROJECT DRAWINGS AND SPECIFICATIONS ARE BASED ON THE CONSTRUCTION SPECIFICATIONS
INSTITUTE (CSI) DOCUMENTATION FORMAT. SPECIFICATION AND DRAWING CONTENTS ARE ARRANGED BY
TOPIC AND CATEGORY AND ARE NOT INTENDED TO AWARD DIVISION OF WORK.
2.ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT APPLICABLE CODES, ORDINANCES, THE
REGULATORY AGENCIES HAVING JURISDICTION AND THE SPECIFICATIONS. THE SPECIFICATIONS MAY
EXCEED THE REQUIREMENTS OF THE CODE, IN WHICH CASE, THE SPECIFICATION MUST BE FOLLOWED.
3.THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL COMPLETE
MECHANICAL AND ELECTRICAL SYSTEMS. THE SPECIFIED PLUMBING SYSTEM SHALL BE COMPLETE IN ALL
RESPECTS; OPERATIONAL, TESTED, ADJUSTED, APPROVED BY THE AUTHORITIES HAVING JURISDICTION
AND READY FOR BENEFICIAL USE BY THE OWNER.
4.THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING A BID.
INFORMATION IS PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES, SPECIFICATIONS AND ALL OF THE
VARIOUS DOCUMENTS IN THE BIDDING PACKAGE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY
AND FORM A TOTAL PROJECT DESIGN AND INFORMATION SOURCE FOR CONSTRUCTION PURPOSES.
5.THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK
INCLUDED IN THE CONTRACT. COORDINATE LOCATIONS OF EQUIPMENT WITH OTHER TRADES BEFORE AND
DURING CONSTRUCTION. ANY MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION,
IS TO BE PERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST.
6.THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL
TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT
AND PIPING. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF EQUIPMENT AND PIPING
INSTALLATION WITH ALL THE TRADES BEFORE COMMENCING WORK.
7.EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, WHEN EQUIPMENT MUST BE LOCATED
ABOVE AN INACCESSIBLE CEILING (GYP BOARD OR EQUIVALENT), OR BEHIND A WALL, AN APPROPRIATE
ACCESS DOOR SHALL BE PROVIDED. IF AN ACCESS DOOR IS REQUIRED, IT SHALL BE OF A RATING
APPROPRIATE FOR THE WALL/CEILING IN WHICH IT IS TO BE INSTALLED. THE CONTRACTOR SHALL
COORDINATE LOCATIONS OF ACCESS PANELS FOR ALL VALVES AND DEVICES, REQUIRING ACCESS, WITH
THE ARCHITECT, PRIOR TO INSTALLATION OF SUCH DEVICES OR OTHER APPURTENANCES.
8.COORDINATE EXACT LOCATION OF PLUMBING SERVICES ENTERING THE BUILDING WITH THE SITE
CONTRACTOR AND UTILITY DRAWINGS PRIOR TO INSTALLATION. COORDINATE ALL FOUNDATION WALL
PENETRATIONS AND INVERT ELEVATIONS WITH THE GENERAL CONTRACTOR AND/OR CONSTRUCTION
MANAGER BEFORE COMMENCING WORK.
9.WHERE A CONFLICT OCCURS BETWEEN THE DOCUMENTS, IT SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT. CARRY AS PART OF THE BID THE LARGER QUANTITY AND/OR MORE EXPENSIVE ITEM(S).
10.THIS CONTRACT SHALL INCLUDE ALL THE NECESSARY PIPING, FITTINGS, TRANSITIONS ETC. AS REQUIRED
TO INSTALL PIPING AND EQUIPMENT, AND TO AVOID ANY CONFLICTS WITH OTHER TRADES AND THE
BUILDING STRUCTURE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS,
OMISSIONS OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE TO COORDINATE WITH OTHER TRADES OR
BECOME FULLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES.
11.DO NOT INSTALL ANY PIPING OVER ELECTRICAL PANELS, TRANSFORMERS, SPECIAL EQUIPMENT, OR
THROUGH ROOMS THAT ARE NOT ASSOCIATED WITH OR SERVING THE RESPECTIVE ROOMS. COORDINATE
THE LOCATION OF ELECTRICAL EQUIPMENT IN THE FIELD AND ADJUST AS NECESSARY.
12.IT IS NOT THE INTENT OF THE DRAWINGS TO SHOW INDIVIDUAL BRANCH PIPING TO EACH PLUMBING
FIXTURE; ONLY THE BRANCH PIPING TO GROUPS OF FIXTURES IS INDICATED. EACH AND EVERY FIXTURE
SHALL BE PROPERLY PIPED TO WATER, WASTE, AND VENT PIPING SYSTEMS. REFER TO THE PLUMBING
SCHEDULES FOR INDIVIDUAL PIPE SIZES TO EACH FIXTURE.
13.REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION AND MOUNTING HEIGHTS OF
PLUMBING FIXTURES OR EQUIPMENT. ALL SUCH EQUIPMENT AND EQUIPMENT COLORS AND FINISHES
SHALL BE COORDINATED WITH THE ARCHITECT. MOUNTING HEIGHTS SHALL BE APPROVED BY THE
ARCHITECT.
14.FLOOR MOUNTED PLUMBING EQUIPMENT SHALL BE INSTALLED ON A 6" CONCRETE HOUSE-KEEPING PAD.
COORDINATE SIZE AND FINAL LOCATION OF ALL CONCRETE PADS WITH THE STRUCTURAL ENGINEER. PADS
SHALL BE MINIMUM 6" LARGER THAN THE EQUIPMENT IN BOTH HORIZONTAL DIRECTIONS.
15.INSTALL WATER HAMMER ARRESTORS (WHA) AT ALL QUICK CLOSING VALVES (FLUSH VALVES, SOLENOID
VALVES, ETC.); SIZE SHALL BE BASED ON FIXTURE UNITS PER PDI STANDARDS AND INSTALLED PER
MANUFACTURER'S RECOMMENDATION.
16.ALL PIPING, DRAINS, STRAINERS, FAUCETS, FAUCET AERATORS, FILTERS, ETC. SHALL BE THOROUGHLY
CLEANED AND FLUSHED IMMEDIATELY BEFORE PROJECT COMPLETION. PROVIDE CERTIFICATION ON
CONTRACTOR'S LETTER HEAD THAT THIS WORK HAS BEEN COMPLETED.
17.DOMESTIC WATER DROPS AND RISERS INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED ON THE WARM
SIDE OF INSULATION AND THE LOCATION SHALL BE MADE INFILTRATION FREE.
18.BEFORE INSTALLATION, COORDINATE THE WORK WITH OWNER-FURNISHED EQUIPMENT, INCLUDING
REQUIRED SERVICE CONNECTIONS, FACTORY START UPS AND INSTALLATION OF FIELD DEVICES.
19.PIPE ALL CONDENSATE DRAINS FROM MECHANICAL EQUIPMENT COOLING COILS, BY GRAVITY (INTERIOR
AIR HANDLING UNITS, FAN COIL UNITS, AC UNITS, ETC.) TO FLOOR DRAINS OR JANITOR'S SINKS OR OTHER
APPROVED LOCATION THROUGH AN AIR GAP. EACH CONDENSATE DRAIN SHALL BE TRAPPED AT THE
EQUIPMENT DRAIN OUTLET, REFER TO TRAP DETAILS ON DRAWINGS. COORDINATE EXACT LOCATION OF
EQUIPMENT WITH THE HVAC CONTRACTOR AND ADJUST AS NECESSARY.
20.INSULATE ALL WASTE ABOVE SLAB "P" TRAPS AND BRANCH WASTE PIPING RECEIVING CONDENSATE FROM
EQUIPMENT.
21.ALL INDIRECT WASTE DRAINS SHALL BE PIPED TO FLOOR DRAINS, FUNNELS OR FIXED AIR GAP FITTINGS,
THROUGH AIR GAP OR TO A SINK DRAIN TAILPIECE.
22.INSTALL TRAP PRIMERS FOR EACH INDIVIDUAL FLOOR DRAIN OR, AS A OPTION, CONTRACTOR MAY UTILIZED
UTILITY DISTRIBUTION UNIT FOR MULTIPLE DRAIN. CONNECT TRAP PRIMER TO NEAREST ACTIVE COLD
WATER MAIN; PROVIDE ISOLATION VALVES AND EXTEND TO FLOOR DRAIN.
23.COORDINATE ALL PLUMBING EQUIPMENT REQUIRING POWER, FOR EXACT LOCATION AND POWER
REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR.
24.SEISMICALLY SUPPORT THE EQUIPMENT AS REQUIRED BY CODE, THE AUTHORITY HAVING JURISDICTION,
AND/OR AS SPECIFIED. SUBMIT ENGINEERED INSTALLATION DETAILS PER THE SPECIFICATIONS. THE
CONTRACTOR'S SEISMIC ENGINEER SHALL REVIEW THE INSTALLATION THE INSTALLATION AND PROVIDE A
DETAIL REPORT FOR THE RECORD.
25.PROVIDE PIPE EXPANSION COMPENSATION FOR THE VARIOUS PIPING SYSTEMS. SUBMIT ENGINEERED
DETAILS FOR APPROVAL AND VERIFY INSTALLATION IS IN ACCORDANCE WITH THE CODE. THE
CONTRACTOR'S CONSULTING ENGINEER SHALL REVIEW THE INSTALLATION AND PROVIDE A REPORT OF
THE FINDINGS.
PLUMBING GENERAL NOTES
1.BEFORE SUBMITTING BID, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY FAMILIAR
WITH THE EXISTING CONDITIONS AND THE DOCUMENTS OF OTHER TRADES UNDER WHICH THEIR WORK
WILL BE ACCOMPLISHED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS,
OMISSIONS OR ERRORS MADE AS A RESULT OF FAILURE TO BECOME FAMILIAR WITH THE EXISTING
CONDITIONS.
2.THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ANY DAILY INTERRUPTIONS OR SHUTDOWNS OF
THE EXISTING SYSTEMS IN ADVANCE WITH OWNER'S DESIGNATED REPRESENTATIVE. THIS SHALL INCLUDE
SERVICES INTERRUPTIONS, CONNECTIONS AND DISRUPTIONS EFFECTING OTHER TRADES (MECHANICAL
AND ELECTRICAL). INCLUDE ALL WORK REQUIRED TO ALLOW PHASED CONSTRUCTION WHERE
NECESSARY.
3.DEMOLITION DRAWINGS ARE STRICTLY DIAGRAMMATIC AND SHOW GENERAL ARRANGEMENT AND
APPROXIMATE LOCATION OF EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT. IT IS NOT THE INTENT
OF THESE DRAWINGS TO SHOW ALL EQUIPMENT, PIPING OR CONDUIT TO BE REMOVED. EQUIPMENT NOT
BEING REUSED SHALL BE REMOVED, INCLUDING ALL ASSOCIATED HANGERS, SUPPORTS, PIPES, CONDUITS,
WIRES, AND CONTROLS BACK TO THE POINT OF ORIGIN.
4.REFER TO THE ARCHITECTURAL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION AND REQUIREMENTS. THE FULL EXTENT OF THE DEMOLITION AND RECONSTRUCTION SCOPE
OF WORK SHALL BE DETERMINED BY THE ENTIRE SET OF BID DOCUMENTS.
5.THE CONTRACTORS SHALL COORDINATE THE DEMOLITION SCOPE OF WORK WITH THE GENERAL
CONTRACTOR'S OR CONSTRUCTION MANAGER'S PHASING SCHEDULE PRIOR TO COMMENCEMENT OF
WORK. CARE MUST BE TAKEN SO AS NOT TO DESTROY, REMOVE OR DEMOLISH ANY EQUIPMENT,
APPURTENANCES OR DEVICES INTENDED TO REMAIN. PROVIDE TEMPORARY SERVICES AND SYSTEM
MODIFICATIONS TO ACCOMMODATE CONTINUOUS OPERATION OF ACTIVE SYSTEM.
6.THE LOCATION OF EXISTING PLUMBING SYSTEM SHOWN ON FLOOR PLANS, IS BASED ON THE BEST
AVAILABLE INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO COMMENCEMENT OF
CONSTRUCTION, EXACT QUANTITY AND LOCATION(S) OF EXISTING EQUIPMENT, PIPING, PLUMBING
FIXTURES TO BE REMOVED AND ADJUST AS NECESSARY.
7.ALL EQUIPMENT, PLUMBING FIXTURES AND ASSOCIATED PIPING INDICATED TO BE REMOVED OR
RELOCATED, SHALL BE DISCONNECTED AND REMOVED, INCLUDING HANGERS AND OTHER COMPONENTS,
UP TO NEAREST EXISTING ACTIVE MAIN OR BRANCH LINE AND CAPPED AS CLOSE TO THE ACTIVE LINE AS
POSSIBLE. NO EQUIPMENT, PIPING, OR CONDUIT SHALL BE ABANDONED IN PLACE, UNLESS SPECIFICALLY
NOTED.
8.ALL SYSTEMS TO BE REMOVED SHALL BE REMOVED BACK TO THE POINT OF SOURCE. THE CONTRACTOR
SHALL VERIFY WHICH SYSTEMS MUST REMAIN ACTIVE TO SERVE ADJACENT SPACES DURING
CONSTRUCTION. SHOULD THE CONTRACTOR ENCOUNTER, DURING DEMOLITION OF EXISTING WALLS OR
CHASES, ANY PIPING OR CONDUIT WHICH MUST REMAIN ACTIVE, HE SHALL IMMEDIATELY GIVE NOTICE TO
THE ENGINEER, GENERAL CONTRACTOR OR CONSTRUCTION MANAGER.
9.ALL SALVAGEABLE MATERIALS OR EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER
AT THE END OF EACH DAY. ITEMS REMOVED AND NOT REUSED OR DISCLAIMED BY THE OWNER SHALL
BECOME PROPERTY OF THE TRADE CONTRACTOR AND SHALL BE TRANSPORTED FROM THE SITE. SITE
STORAGE OF REMOVED ITEMS WILL NOT BE PERMITTED.
10.PROPERLY DISPOSE OF ALL DEMOLISHED EQUIPMENT IN COMPLIANCE WITH CODES AND REGULATIONS;
THIS APPLIES TO HAZARDOUS MATERIALS AND CONTAMINATED ITEMS TO BE DEMOLISHED.
11.THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION AND INVERT ELEVATION OF EXISTING
BURIED SANITARY, WASTE OR STORM PIPING PRIOR TO ANY EXCAVATION FOR NEW PIPING CONNECTION
AND SHALL NOTIFY ENGINEER OF ANY PROBLEMS.
PLUMBING RENOVATION/ DEMOLITION GENERAL NOTES
W WASTE
HOSE BIBBHB
HOT WATER RECIRCULATION
HANDICAPPED ACCESSIBLE
INVERT ELEVATION
INDIRECT WASTE
INV. ELEV.
IW
HWR
HC
WATER CLOSET
WALL CLEANOUT
WALL HYDRANT
YARD HYDRANT
WATER HAMMER ARRESTOR
WASTE STACK
YH
WCO
WHA
WH
WS
WC
FLOOR DRAIN (ADD "E" FOR EXISTING)
FLOOR SINK
HOT WATER
GAS SOLENOID VALVE
GALLONS PER MINUTE
HW
GSV
G
GPM
GAS
FS
FD
CLEANOUT
HOT WATER
CONDENSATE DRAIN PIPING
ELECTRIC WATER COOLER
CUBIC FEET PER HOUR
ELECTRIC WATER HEATER
EXISTING
DRINKING FOUNTAIN
CIRCULATOR PUMP
EX., EXIST.
EWC
EWH
DF
CND
CFH
CP
CO
HW
AIR ADMITTANCE VALVE
BALANCE VALVE
ABOVE FINISHED FLOOR
BV
AFF
AAV
RPZ OR RPD REDUCED PRESSURE BACKFLOW PREVENTER
URINAL
THERMOSTATIC MIXING VALVE
LAVATORY
TRAP PRIMER
VERIFY IN FIELD
VENT THRU ROOF
VIF
VTR
V VENT
TMV
UR
LAV
TP
RAIN LEADER
STORM
SOLIDS INTERCEPTOR
SUMP PUMP/SEWAGE PUMP
SANITARY
SOIL STACK
TEMPERATURE & PRESSURE RELIEF VALVET&P
SAN
ST
SI
RL
SP
SS
S SOIL
OVERFLOW STORM
PRESSURE REDUCING VALVE
OVERFLOW ROOF DRAIN
ROOF DRAIN
POUNDS PER SQUARE INCH
PRV
PSI
RD
ORD
OST
BFP BACKFLOW PREVENTER DEVICE
FLOORFL
CLEANOUT, EXISTINGECO
CEILINGCLG
COLD WATERCW
ABOVE ABV.
BEL.BELOW
AW
AV
GREASE WASTE (ABOVE GRADE) GW
ACID WASTE (ABOVE GRADE)
ACID VENT
NATURAL GAS
LG LIQUID PETROLEUM GAS
SANITARY OR WASTE ABOVE GRADE
COLD WATER
HOT WATER
HOT WATER RECIRCULATION
CONDENSATE DRAIN (ABOVE GRADE)
SHOWER DRAIN
A COMPRESSED AIR (GENERAL SERVICE)
W
NON-POTABLE WATER
SD
OVERFLOW DOWNSPOUT NOZZLE (ODN)
HOT WATER RETURN PUMP
ADA ACCESSIBLE FIXTURE
XX
BACKFLOW PREVENTER ASSEMBLY (RPZ)
T&P RELIEF VALVE
BACKWATER VALVE
THERMOSTATIC MIXING VALVE
HOSE BIBB (HB) OR DRAIN VALVE
GM
W WATER METER ASSEMBLY
UNION
WATER HAMMER ARRESTER (WHA)
STRAINER
TRAP PRIMER
ROOF DRAIN (RD)
THERMOMETER
BALANCING VALVE (CALIBRATED)
BALL VALVE
BUTTERFLY VALVE
CHECK VALVE
FLOOR SINK (FS)
FLOOR DRAIN (FD)
FIXTURE DESIGNATION (REFER TO SCHEDULE)
GAS VALVE, (BALL OR PLUG)
GAS METER ASSEMBLY
GAS PRESSURE REGULATOR
GATE VALVE
P-TRAP
PIPE DROP WITH VALVE
PIPE ELBOW DOWN OR DROP
PIPE ELBOW UP
PRESSURE GAUGE
SOLENOID VALVE
FLOOR CLEANOUT
WALL CLEANOUT
PIPE CAP
GLOBE VALVE
COMPRESSED AIR OUTLET (GENERAL SERVICE)
TEMPERED WATER SUPPLY
PRESSURE REDUCING VALVE
LPG LIQUID PETROLEUM GAS ELECTRONIC TRAP PRIMER
S
WATER SERVICE
SANITARY OR WASTE BURIEDSS
VENT PIPING
COMBINATION WASTE & VENT ABOVE GRADEWV
WV COMBINATION WASTE & VENT BURIED
RL RAIN LEADER (ABOVE GRADE)
SD STORM DRAIN BURIED
ORL OVERFLOW RAIN LEADER
AW ACID WASTE BURIED
C
C CONDENSATE DRAIN BURIED
GREASE WASTE BURIED GW
G
PLUMBING PIPING SYMBOL LEGEND
PUMPED CONDENSATE DRAIN PC
TW
TWR TEMPERED WATER RETURN
NP
FILTER WATERFW
IW INDIRECT WASTE
F FIRE SERVICE
PLUMBING SYMBOL LEGENDABBREVIATIONS
S
WALL HYDRANT (WH) (EXTERIOR)
MOTORIZED VALVEM
RV RADON VENT
ETP
TP
A
STORM DRAIN BURIEDSD
PIPING - DEMOLITION (TO BE REMOVED)
PIPING - EXISTING TO REMAIN
CONNECT TO EXISTING
PIPING WITH HEAT TRACE or HEAT CABLE
HEAT TRACE WIRING
HEAT CABLE WIRING
HT
HC
PLUMBING
ABBREVIATIONS,
SYMBOLS &
LEGENDS
RZ
JRB
P
001
Drawing name: C:\Users\Frodas\appdata\local\temp\AcPublish_2664\P-001.dwgLast save: Jan 12, 2021 - 8:20amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
PLUMBING DEMOLITION PLAN1
SCALE:1/4=1'-0"PD101
REMOVE EXISTING COLD WATER PIPING BACK TO
MAIN, INCLUDING ALL VALVES, FITTINGS AND PIPE
HANGERS.
EXISTING HOT WATER AND / OR HOT WATER RETURN
BACK TO MAIN, INCLUDING ALL VALVES, FITTINGS
AND PIPE HANGERS.
EXISTING WATER CLOSET TO BE REMOVED.
EXISTING LAVATORY TO BE REMOVED.
EXISTING SANITARY PIPING TO BE REMOVED BACK
TO MAIN.
EXISTING CLEANOUT TO REMAIN.
EXISTING VENT UP IN WALL TO BE REMOVED AND
CAPPED.
DEMOLISH / REMOVE ALL EXISTING DOMESTIC COLD
WATER & DOMESTIC HOT WATER DISTRIBUTION
PIPING. COLD WATER PIPING TO BE VALVED &
CAPPED AT EXISTING BUILDING COLD WATER MAIN.
PLUMBING CONTRACTOR TO VERIFY EXISTING
CONDITIONS PRIOR TO START OF WORK.
DEMOLISH / REMOVE EXISTING ELECTRIC WATER
HEATER. PLUMBING CONTRACTOR TO VERIFY
LOCATION OF EXISTING UNIT PRIOR TO START OF
WORK.
PLUMBING DEMOLITION KEYNOTES
1
2
3
4
5
6
7
8
1
1
2
3
4
5 6
9
8 9
5 7
7
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Plumbing\PD-101.dwgLast save: Jan 12, 2021 - 8:19amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
PLUMBING
DEMOLITION PLAN
DM
AC
PD
101
N
ADJACENT
TENANT
N.I.C.
FE
4" SS TO BE CONNECTED TO EXISTING
SANITARY SEWER, PLUMBING CONTRACTOR
TO VERIFY EXISTING CONDITIONS PRIOR TO
BEGINNING ANY WORK.
FCO
3" W UP TO MOP BASIN
A
A
B
D
C
4" SS
1-1/2" W DN.
1-1/2" V UP
2" W DN.
2" V UP
NEW SANITARY PIPING BELOW FLOOR.
CONNECT TO EXISTING VENT THROUGH ROOF.
NEW VENT ABOVE CEILING.
NEW VENT UP IN WALL TO ABOVE CEILING.
PLUMBING KEYNOTES
1
2
3
4
1
2
4
4
1
RECEPTION
101
SALES AREA
102
ACCESSIBLE
RESTROOM
106
CORRIDOR
107
VAULT
109
BREAK
ROOM
107
PUBLIC
RESTROOM
105
ELECTRICAL
CLOSET
111
OFFICE
104
JANITOR
CLOSET
103
RECEIVING
107A
IT
108
STAFF
SALES AREA
102A
FCO
2" V UP4
2" V UP4
1-1/2" W DN.
1-1/2" V UP4
2" V UP4
B
2" V
3
2" V
3
2" V
3
2" V
3
4" SS1
4" SS 1
3" SS 1
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Plumbing\P-101.dwgLast save: Jan 12, 2021 - 8:20amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
PLUMBING DRAINAGE PLAN1
SCALE:1/4=1'-0"P101
PLUMBING
DRAINAGE PLAN
DM
AC
P
101
PLUMBING SUPPLY PLAN1
SCALE:1/4"=1'-0"P102 N
ADJACENT
TENANT
N.I.C.
(9) P.O.S./CHECKOUT
1/2" H&CW DROP.3/4" HW DN.
3/4" CW DN.
3/4" COLD MAIN TO BE TAPPED
FROM EXISTING BUILDING COLD WATER
MAIN. PLUMBING CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS
PRIOR TO BE BEGINNING ANY WORK.
A
A
B
B
D
C
EWH-1
(ELECTRIC WATER
HEATER TO BE
INSTALLED ON SHELF
ABOVE MOP BASIN)
COLD WATER PIPING ABOVE CEILING.
HOT WATER PIPING ABOVE CEILING.
12" COLD WATER PIPING DOWN IN WALL TO FIXTURE.
12" HOT WATER PIPING DOWN IN WALL TO FIXTURE.
PLUMBING KEYNOTES
1
2
3
4
1
3
4
3 4
2
2
1
3 4"
34"
34"
RECEPTION
101
SALES AREA
102
ACCESSIBLE
RESTROOM
106
CORRIDOR
107
VAULT
109
BREAK
ROOM
107
PUBLIC
RESTROOM
105
ELECTRICAL
CLOSET
111
OFFICE
104
JANITOR
CLOSET
103
RECEIVING
107A
IT
108
STAFF
SALES AREA
102A
3
3 4 3 4
1 34"
1 34"
234"
1 34"
PLUMBING
SUPPLY PLAN
DM
AC
P
102
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Plumbing\P-102.dwgLast save: Jan 12, 2021 - 8:20amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
PLUMBING
SUPPLY PLAN
DM
AC
P
201
PLUMBING FIXTURE SCHEDULE
ELECTRIC WATER HEATER SCHEDULE
Drawing name: I:\2020\20-139 Toro Verde Dispensary - Northampton, MA\Drawings\Plumbing\P-201.dwgLast save: Jan 12, 2021 - 8:20amChecked By:
Job Number:
Drawn By:Copyright 2020 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
220078
TOROVERDE
DISPENSARY
TOROVERDE
26 N. KING ST
NORTHAMPTON, MA
01060
RZDesign Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336F: (860) 436-4450
www.rzdesignassociates.com
#DATE REVISION
11/12/20 CHECK SET
01/12/21 PERMIT SET
2
P201
ELECTRIC WATER HEATER PIPING DIAGRAM
N.T.S
3/4"CW MAKE-UP TO
HEATER
3/4"HW OUT TO
SYSTEM-120°F
CEILING
TEMPERATURE GAUGE
WITH SEPARABLE WELL
BALL VALVE (TYP)
UNION (TYP)
WATER HEATER SHELF WITH
ALUMINUM DRIP PAN AND PVC
DRAIN CONNECTOR
PROVIDE 1" PVC DRAIN TO
MOP BASIN
HOSE END BRASS DRAIN
WITH VACUUM BREAKER
ACCESS PLATE FOR ELEMENTS
AND CONTROLS
3/4" RELIEF VALVE DISCHARGE PIPE
TO MOP BASIN BELOW STAND
A.S.M.E.RATED PRESSURE
AND TEMPERATURE RELIEF
VALVE
SIOUX CHIEF, #636-3TR, HEAT
TRAP LOOP, 3/4" (HOT & COLD
WATER LINES) UNION (TYPICAL).
THERMAL EXPANSION TANK
AMTROL #ST-12
CHECK
VALVE
FLOOR
INSTALL WATER HEATER ABOVE MOP
SINK UPON SHELF COORDINATE
STRUCTURAL SUPPORT FRAMING
WITH GENERAL CONTRACTOR.
PLATFORM SHALL BE INSTALLED AT A
HEIGHT APPROXIMATELY 6'-6" A.F.F.
MOP BRACKET
SERVICE FAUCET
MOP BASIN
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. HEATING CABLE
PLUMBING - MAINTAIN 140° USING RAYCHEM HWAT-R2 TRACE SELF-REGULATING HEATING CABLE. THE HEATING CABLE
SHALL OPERATE ON LINE VOLTAGES OF 208 VOLTS WITHOUT THE USE OF TRANSFORMERS. FOR ABOVE GROUND
PIPING.
2. CABLE SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR WITH FINAL ELECTRICAL CONNECTIONS
PERFORMED BY THE ELECTRICAL SUBCONTRACTOR. SYSTEM MUST INCLUDE PIPE INSULATION INSTALLATION THAT
FOLLOWS MANUFACTURER'S INSTRUCTIONS FOR CORRECT PERFORMANCE.
3. CONTRACTOR TO PROVIDER A FACTORY TRAINED REPRESENTATIVE TO INSPECTOR FINAL INSTALLATION, START-UP
AND ADJUST TO OWNER REQUIREMENTS. SUBMIT FINAL WRITTEN REPORTS OF INSPECTION AND START-UP.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND
APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE NOTE: PARTIAL PIPE INSULATION SHOWN
HERE FOR CLARITY. ALL PIPES MUST BE FULLY INSULATED PER THE XL TRACE SYSTEM. INSTALLATION AND OPERATION
MANUALS.
NOTE: PARTIAL PIPE INSULATION
SHOWN HERE FOR CLARITY. ALL
PIPES MUST BE FULLY INSULATED
PER THE XL TRACE SYSTEM.
INSTALLATION AND OPERATION
MANUALS.
NOTES:
1. TYPICAL FOR ALL HOT WATER PIPING FOR
TEMPERATURE MAINTENANCE IN
ACCORDANCE WITH 2015 IECC.
2. TOILET ROOM LAVATORIES TO BE HEAT
TRACED IN WALL WITHIN 24" OF FAUCET
TEMPERATURE
SENSOR
TO GROUND FAULT
PROTECTED (30MA
EPD) CIRCUIT
BREAKER
TEMPERATURE
CONTROLLER
POWER
CONNECTION
END SEAL
TEE
ETL LABEL
GLASS TAPE
THERMAL
INSULATION
SPLICE
HEATING
CABLE
NOTE: PARTIAL PIPE INSULATION
SHOWN HERE FOR CLARITY. ALL
PIPES MUST BE FULLY INSULATED
PER SYSTEM INSTALLATION AND
OPERATION MANUALS
WATER
HEATER
THE NVENT RAYCHEM HWAT SYSTEM COMPLIES WITH
2015 IECC, LOCAL ENERGY CODES, INCLUDING
CALIFORNIA TITLE 24, METHODOLOGY AND AN
ENERGY EFFICIENT THERMAL INSULATION SCHEDULE.
SELF-REGULATING HEATING CABLE, 208V - 1PH,
NVENT RAYCHEM HWAT SELF-REGULATING HEATING
CABLE (HWAT-R2) WITH PLASTICIZER DIFFUSION
SHIELD, HEAVY TINNED COPPER BRAID AND
POLYOLEFIN OUTER JACKET. THE HEATING CABLE
SHALL BE PART OF A UL LISTED, CSA CERTIFIED AND
FM APPROVED SYSTEM.
SYSTEM CONNECTION KITS:
NVET RAYCHEM RAYCLIC CONNECTION KITS FOR
POWER CONNECTIONS, TEES/SPLICES AND END SEALS.
CONTROLLER: SINGLE CIRCUIT CONTROL
NVENT RAYCHEM HWAT-ECO DIGITAL CONTROLLER
WITH:
FLEXIBLE TEMPERATURE CONTROL FROM 105°-140°F
THREE PROGRAMMABLE TEMPERATURE SET POINTS
FOR MAXIMUM ENERGY EFFICIENCY:
MAINTAIN, ECONOMY, OFF
HEAT CYCLE SETTING
24/7 TIME BASED CONTROL
NINE PRE-DEFINED TEMPERATURE SETPOINT
PROGRAMS
BMS INTERFACE
PIPE TEMPERATURE SENSOR
MASTER/SALVE FUNCTION
24 A SWITCHING CAPACITY RATING
NEMA 12 ENCLOSURE
THERMAL PIPE INSULATION
FLAME RETARDANT INSULATION (CLOSED-CELL OR
FIBERGLASS.) WITH WATERPROOF COVERING IS
REQUIRED. PROVIDE 2" THICK INSULATION OR AS
REQUIRED BY MANUFACTURER NVENT INSULATION
SCHEDULE AS DETAILED IN THE HWAT PRODUCT
SELECTION AND DESIGN GUIDE.
Electric He
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Pentair Thermal
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WARNIN
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1
P201
HOT WATER TEMPERATURE MAINTENANCE (HEAT TRACE ) DETAIL
N.T.S
1