HomeMy WebLinkAbout24SITE5 - Building Plans (South Building)NN195 Scott Swamp RoadFarmington, CT 06032www.qamarch.comPROJECT TEAM:LOCATION MAP:TRUE NORTH:PROJECT NORTH:ISSUED FOR PERMITBUILDING RENOVATION FOR:303-307 ROUTE 322291OCTOBER 21, 2022303-307 ROUTE 32MONTVILLE, CT
GENERAL NOTES1. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THEDRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTIONIMMEDIATELY.2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONSON THE JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME.3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR "TYPICAL" APPLY TO ALLSIMILAR CONDITIONS THROUGHOUT THE PROJECT.4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES.DIMENSION LINES AND NOTES SUPERSEDE ALL SCALED REFERENCES.5. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINEOF STRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED.6. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOFPENETRATIONS, AND TO FLASH ACCORDING TO MANUFACTURER'SSPECIFICATIONS.7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THEDESIGN OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMSAS REQUIRED FOR THE NEW CONSTRUCTION.8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF AROOM DOOR AT A HEIGHT OF 5' A.F.F.9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWODIFFERENT FINISHES MEET UNLESS OTHERWISE NOTED.STRUCTURAL STEEL NOTESABREVIATIONSSTRUCTURAL WOOD NOTES1. ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGNSPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HOUSEFRAMING" AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION(NFPA), INCLUDING PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE,FRAMING AND BRACING.2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRUCTURAL LUMBER SHALLBE AS FOLLOWS:a.INTERIOR EXPOSURE: ALL STRUCTURAL WOOD PROTECTED FROM MOISTUREAND WEATHER SHALL BE HEM FIR #2 OR BETTER, UNLESS OTHERWISE NOTED ONTHE DRAWINGS.b.EXTERIOR EXPOSURE: ALL STRUCTURAL WOOD EXPOSED TO MOISTURE, THEWEATHER, WITHIN 8 INCHES OF SOIL, OR LESS THAN 18 INCHES FROM THE FLOOR OF A CRAWLSPACE SHALL BE PRESSURE-TREATED SOUTHERN YELLOW PINE #2 OR BETTER, WITH MINIMUM RETENTION MEETING OR EXCEEDING THE REQUIREMENTS OF THE BUILDING CODE.c.PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICANPLYWOOD ASSOCIATION (APA) SPECIFICATIONS (Y510). PLYWOOD FLOORDECKING SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH GRAIN OFFACE PLIES ACROSS SUPPORTS.I. PLYWOOD ROOF SHEATHING: C-D/EXT-APA, 3/4" THICKII. PLYWOOD WALL SHEATHING: C-D/EXT-APA, 1/2" THICKIII. PLYWOOD SUBFLOOR: C-D/EXT-APA, 3/4" THICK3. PLATES AND SILLS SHALL BE BOLTED TO FOUNDATION WALLS USING 1/2 INCH BY12 INCHES HOOKED ANCHOR BOLTS SPACED AT 48 INCHES ON CENTER MAXIMUM,UNLESS OTHERWISE SHOWN ON THE DRAWINGS. PLATES AND SILLS SHALL BESET LEVEL. PLATES AND SILLS SHALL BE PRESSURE TREATED.4. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDINGCODE'S "RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHINGAND SUBFLOORING 6"O.C AT EDGES AND 12"O.C. ALONG INTERMEDIATESUPPORTS, LEAVING SPACES BETWEEN PANELS AS RECOMMENDED BY THE APA.UTILIZE RING-SHANK OR SCREW TYPE NAILS FOR PLYWOOD SUBFLOORING ANDAPPLY APPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECUREPLYWOOD TO FLOOR JOISTS.5. JOIST HANGERS, COLUMN CAPS OR BASES, AND OTHER METAL FABRICATIONS,WHERE REQUIRED OR INDICATED, SHALL BE OF APPROPRIATE SIZE AND TYPEFOR MEMBERS AND SUPPORT CONDITIONS, AS MANUFACTURED BY SIMPSONSTRONG-TIE OR EQUAL. WHERE FLANGE-SUPPORT JOIST HANGERS ARE USED INCONJUNCTION WITH STEEL BEAMS, CARE SHALL BE TAKEN TO INSTALL THEHANGERS CLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X TOPPLATE IN ACCORDANCE WITH ABOVE CONDITIONS: IN NO CASE SHALL 2X TOPPLATE BE NARROWER THAN THE WIDTH OF THE FLANGE TO WHICH IT ISATTACHED NOR MORE THAN 1/2" LARGER. CONTRACTOR SHOULD BE AWARETHAT JOIST HANGERS AND OTHER METAL FABRICATIONS MAY REQUIRE SPECIALORDERING WELL PRIOR TO THE ACTUAL TIME AT WHICH THE HANGERS WILL BENEEDED. THOUGH INDICATED IN CATALOGS AS "STOCK", SOME "STOCK"HANGERS ARE ACTUALLY SPECIAL ORDER ITEMS.6. NOTCHING SHALL NOT EXCEED 1/6TH OF THE DEPTH OF JOIST OR RAFTER ANDSHALL OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALLNOT BE PERMITTED IN THE MIDDLE HALF OF THE SPAN NOR SHALL THEY EXCEED1/6TH THE DEPTH. NOTCH LENGTH SHALL NOT EXCEED 1/3RD OF THE JOISTDEPTH.7. HOLES IN JOISTS OR RAFTERS SHALL OCCUR IN THE MIDDLE 1/3RD OF THE SPANAND 1/3RD OF DEPTH. THE HOLE DIAMETER SHALL NOT EXCEED 1/3RD OF THEJOIST DEPTH. HOLES IN ENGINEERED LUMBER PRODUCTS SHALL BE INACCORDANCE WITH MANUFACTURER'S GUIDELINES.8. PROVIDE SOLID BLOCKING AS REQUIRED TO SUPPORT FIXTURES, RAILINGS,SHELVES, CLEATS, TRIM, ETC., AND AS REQUIRED TO SUPPORT EDGES OFPLYWOOD AND WALLBOARD, IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS AND/OR GOOD CONSTRUCTION PRACTICE.9. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTSLABELED TJI ARE COMPOSITE I-JOISTS AS MANUFACTURED BY TRUS-JOIST.MEMBERS LABELED LVL ARE LAMINATED VENEER LUMBER (1.9E MICROLLAM BYTRUS-JOIST). THE SUBSTITUTION OF OTHER PRODUCTS ARE ONLY PERMITTEDWITH BACKUP ENGINEERING PLANS AND CALCULATIONS.10. EXISTING CONDITIONS: DETAILS OF CONNECTIONS OF NEW TO EXISTING AREFOR GENERAL INTENT ONLY. CONTRACTOR SHALL EXPOSE EXISTINGCONDITIONS TO VIEW FOR ARCHITECT'S REVIEW PRIOR TO ORDERING ANYMATERIALS FOR WORK WITH THE NEW CONNECTIONS. DETAILS SHOWN AREBASED ON ASSUMPTIONS AND WILL BE SUBJECT TO CHANGE FOR THECONDITIONS AS THEY ACTUALLY EXIST IN THE FIELD. ARCHITECT SHALL NOT BERESPONSIBLE FOR MATERIALS ORDERED PRIOR TO ARCHITECT'S REVIEW OF THEEXISTING CONDITIONS AFTER EXPOSURE BY THE CONTRACTOR.1. STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENTSPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURALSTEEL FOR BUILDINGS AS ADOPTED BY THE AMERICAN INSTITUTE OF STEELCONSTRUCTION.2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCEWITH ASTM SPECIFICATIONS A-36. STEEL FOR PIPE COLUMNS SHALL BE INACCORDANCE WITH ASTM SPECIFICATIONS A-501.3. ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCEWITH INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS.4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED-OXIDE PRIMER.GALVANIZED MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS.CONCRETE MASONRY NOTES1. ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530.1SPECIFICATION FOR MASONRY STRUCTURES.2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITHCOMPRESSIVE STRENGTH F'M = 1500 P.S.I. THE CONTRACTOR IS RESPONSIBLEFOR ASSURING MASONRY STRENGTH AS SPECIFIED.3. TYPE "M" OR "S" MORTAR SHALL BE USED IN ALL MASONRY.4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED INALTERNATE COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BETIED TO INTERIOR MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWINGNOTATIONS.5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE 60. ALL LAP SPLICES SHALLBE A MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24").6. ALL MASONRY UNIT CORES CONTAINING REINFORCING BARS SHALL BE FILLEDWITH 2000 P.S.I. GROUT. GROUT SHALL BE INSTALLED IN USING LOW LIFT GROUTMETHOD (5'-0" MAXIMUM LIFTS).ELECTRICAL MOUNTING HEIGHTS1. ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISENOTED. SEE ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS.2. RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OFRECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK,MOUNT AT 24" A.F.F.3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OFWIREMOLD AT 2" ABOVE BACKSPLASH)4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.)5.SWITCHES: 48" A.F.F.6. BOILER EMERGENCY SWITCHES: 60" A.F.F.7. DATA / PHONE OUTLETS: 18" A.F.F.8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE10.SECURITY KEYPAD: 48" A.F.F.11. MICROPHONE WALL JACK: 18" A.F.F.12.FIRE ALARM PULL STATION: 48" A.F.F.13.FIRE ALARM VISUAL / AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF UNIT14.AREA OF REFUGE CALL STATION: 48" A.F.F.15.EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F.16. EMERGENCY CALL SWITCH: 36" A.F.F.17.EMERGENCY CALL BELL / LIGHT: +/- 7'-6" A.F.F. - CENTER ABOVE DOOR18.WALL MOUNTED EXIT SIGNS: 7'-6" A.F.F.19.WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-6" A.F.F. COORD. WITH BLOCKCOURSING AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS.SITE NOTES1. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILSCOMPACTION, GEOLOGICAL REPORTS AND APPROVED SITE GRADING PLANS ASACCEPTED BY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THENECESSARY SUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSEDSOILS ENGINEER TO INVESTIGATE THE SITE, AND SUBMIT A REPORT OF THISWORK TO THE ARCHITECT. IF A DISCREPANCY FROM THE PRESUMED SOILBEARING CAPACITY EXISTS, CONTRACTOR SHALL NOT PLACE FOUNDATIONSWITHIN WRITTEN INSTRUCTIONS FROM ARCHITECT/ENGINEER..2. PRESUMPTIVE SOIL BEARING CAPACITY IS 4,000PSF ON UNDISTURBED SOIL. ALLCONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.BOTTOM OF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE.3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING ISGREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF AFOOTING.4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEARGRANULAR FILL, COMPACTED TO 95% MAXIMUM DRY DENSITY DETERMINED INACCORDANCE WITH ASTM D-1557.5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK ORGRAVEL LARGER THAN 2" IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER,WASTE AND FROZEN MATERIALS. COMPACT TO 90% MAXIMUM DENSITY INACCORDANCE WITH ASTM D-1557.6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHEDSTONE CAPABLE OF SUPPORTING 2,000PSF.7. GUTTERS AND DOWNSPOUTS SHALL DISCHARGE AT PERIMETER DRAIN IFPROVIDED OR AT GUTTER SPLASH BLOCKS UNLESS LOCAL CODES REQUIRESTORM WATER MANAGEMENT SYSTEMS. REFER TO APPROVED SITE PLAN FORSTORM WATER MANAGEMENT SYSTEM PIPING DETAILS.THERMAL & MOISTURE NOTES1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS ASSPECIFIED HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIRCONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS.2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURALSHEET METAL MANUAL" BY SMACNA.3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS,PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOROPENINGS AND ELSEWHERE AS REQUIRED TO PROVIDEWATERTIGHT/WEATHERPROOF PERFORMANCE.4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE ANUNDERLAYMENT OF NOT LESS THAN ONE PLY OF #15 FELT, APPLIED ASREQUIRED SECTION R-802 AND TABLE NUM. R-803.4.5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1 TO 150 OF THEAREA OF THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE 1 TO 300,PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA ISPROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TOBE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THEBALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICEVENTS. THE NET FREE CROSS-VENTILATION AREA MAY NOT BE LESS THAN 1 TO300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR BARRIERHAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IS INSTALLED ON THEWARM SIDE OF THE CEILING.6. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITHTHE FOLLOWING:A. EXTERIOR WALLS: R-19 MINIMUMB.CATHEDRAL CEILINGS: R-30 MINIMUMC. FLAT CEILINGS: R-38 MINIMUMD. CEILINGS OVER UNCONDITIONED SPACE: R-19 MINIMUME.FLOORS OVER OUTSIDE SPACE: R-30 MINIMUMF.WALL ADJ. TO UNFINISHED SPACE: R-11 MINIMUM7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES.8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICALAND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPSOF SPACES BEING SURE NOT TO COMPRESS GLASS INSULATION.9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICALAND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPSOF SPACES BEING SURE NOT TO COMPRESS GLASS INSULATION.10.INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THECOOL SIDE OF THE INSULATION FROM THE EAVE TO RIDGE.11.INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION ASREQUIRED BY LOCAL BUILDING CODES12.PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'SPRINTED INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONSINDICATED AND TO THE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT: ASTM C-926SOLVENT-RELEASE-CURING SEALANT: ASTM C-804LATEX SEALANT: ASTM C-790ACOUSTICAL SEALANT: ASTM C-91913.PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER SMACNAARCHITECTURAL SHEET METAL MANUAL.DOOR & WINDOW NOTES1. REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWSSHALL BE AS FOLLOWS:A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY.B.NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARDFOR FIRE DOORS AND WINDOWS.C.NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION: I.S., 1078:WOOD FLUSH DOORS.D. AIR LEAKAGE: ASTM E283E.WATER RESISTANCE: ASTM E3312. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, ASLISTED IN THE I.B.C. SECTION 2406.3, SUCH AS FRAMELESS GLASS DOORS,GLASS ENTRANCES AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASSDOORS, SHOWER DOORS, TUB ENCLOSURES, AND STORM DOORS SHALL MEETTHE DOOR REQUIREMENTS SET FORTH IN THE BUILDING CODE AND THE SAFETYSTANDARD FOR GLAZING MATERIALS (16 CFR 1202). ALL GLAZING WHICH ISLOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A DOOR JAMBSHALL BE TEMPERED.3. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THEAIR INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDSINSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 POUNDS PERSQUARE FOOT AND SHALL BE CERTIFIED AND LABELED.4. EXTERIOR ENTRANCE DOORS SHALL BE 13/4" THICK INSULATED METAL DOORSOR APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION: ASTM E283WATER RESISTANCE: ASTM E331ACOUSTICAL PERFORMANCE: ASTM E413-70T-STC 28THERMAL RESISTANCE: R-15.49 (CALCULATED)DOORS SHALL BE PROVIDED WITH FACTORY BACKED-ON PRIME PAINT FINISH.SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING.MANUFACTURER AS SELECTED BY OWNER.5. NATURAL LIGHT AND VENTILATION MINIMUM REQUIREMENTS:BASEMENT LIGHT/VENT AREA = 2% / 1% FLOOR AREALIGHT AREA PER ROOM = 8% FLOOR AREAVENTILATION AREA PER ROOM = 4% FLOOR AREA6. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 SQ. FT.OPENABLE AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE44" A.F.F.7. HANDICAPPED ACCESSIBLE DOOR HARDWARE SHALL COMPLY WITH ANSI A117.12003 AND UFAS / SECTION 504 REGULATIONS.8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BEKNURLED9. ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES10.ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVELATCHING LOCKSETS OR LATCHSETS AND CLOSERS.WALL NOTES1. FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUSTBEAR THE U.L. CLASSIFICATION.2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BEEXTENDED TO THE UNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL.3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT ATFLOOR, ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OFSMOKE.4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT ATFLOOR, ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OFSMOKE. THE FIRE SAFING AND SEALANT SYSTEM MUST MAINTAIN THE RATINGOF THE SEPARATION.5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTESWHERE PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION.6. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICALCONDUITS, DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATTINSULATION.7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONEHOUR RATED SMOKE BARRIERS.8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWOHOUR FIRE RATED PARTITIONS.9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE,UNLESS OTHERWISE NOTED.10. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C.REQUIREMENTS, EXTEND SHEATHING TO THE FINISHED CEILING CONSTRUCTION,TYPICAL.11.SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION.12.METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OFMETAL STUD SLIP TRAC KS AT ALL STUD WALLS BUILT ON TOP OR UNDERSTRUCTURAL STEEL BRACING FRAMES, TYPICAL. SIMILAR CONDITION APPLIESWHERE METAL STUDS ATTACH TO THE UNDERSIDE OF ROOF DECK AT THEMIDDLE 1/3RD OF A SPAN GREATER THAN 15'.MECHANICAL NOTES1. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCOMMENCING WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAYADVERSELY AFFECT THE PROPER INSTALLATION OF THE NEW SYSTEMS.2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEWCOMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(S) AFFECTEDBY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMSIS NECESSARY, SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THEOPERATION OF THESE SYSTEMS OR COMPONENTS.3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOTALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODESAND ACCEPTED STANDARDS OF PRACTICE.ELECTRICAL NOTES1. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCOMMENCING WORK.2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEWCOMPONENTS AS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTEDBY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTINGELECTRICAL SYSTEMS IS NECESSARY, SUCH MODIFICATIONS SHALL NOTADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS.3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOTALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODESAND ACCEPTED STANDARDS OF PRACTICE.5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIRINTENDED OPERATION WITH THE OWNER.FIRE PROTECTION SYSTEM NOTES1. ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS.2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATESLEEPING AREA INT THE IMMEDIATE VICINITY OF THE BEDROOMS.3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THEDWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES ANDUNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELSAND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, ASMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THEADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LESS THAN ONE FULLSTORY BELOW THE UPPER LEVEL.4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OFONE WILL ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY.5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESSOTHERWISE NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THEATTIC SPACE WHEN INSULATED).6. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBINGDRAWINGS.7. EXPOSED SPRINKLER INSTALLATION SHALL BE CAREFULLY COORDINATED INTHE FIELD TO AVOID CONFLICTING WITH LIGHTING AND OTHER CEILINGMOUNTED EQUIPMENT.FINISH NOTES1.GYPSUM BOARDPROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICANSTANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUMWALLBOARD, AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATION,LATEST EDITION; APPLICABLE PARTS THEREOF ARE HEREBY MADE A PART OFTHIS SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARECALLED FOR IN THE SPECIFICATION, IN LOCAL CODES, OR BY THEMANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALLBE FOLLOWED.2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHEREREQUIRED. PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THEDRAWINGS.3. PROVIDE 5/8" TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE ANDHOUSE. PROVIDE 5/8" TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HASLIVING SPACE ABOVE.4.PAINTAPPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BETHINNED, EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITHPRIOR APPROVAL.5.FLOORING MATERIALINSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITHPERTINENT RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA"HANDBOOK FOR CERAMIC TILE INSTALLATION" AND MANUFACTURER'SINSTRUCTIONS.6. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORINGTYPES CALLED OUT IN CONTRACT DOCUMENTS.N195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:47 PMG1.0GENERAL INFORMATIONISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTLAngleLAB LaboratoryLAV LavatoryLH Left HandLTG LightingMACH MachineMAINT MaintenanceMAS MasonryMAT MaterialMAX MaximumMB Marker BoardMECH MechanicalMEZZ MezzanineMFRG ManufacturerMIN MinimumMISC MiscellaneousMO Masonry OpeningNNorthNIC Not In ContractNTS Not To ScaleOC On CenterOD Outside DiameterOFF OfficeOH OverheadPASS PassagePCEJ Precast Expansion JointPERP PerpendicularPL PlatePLAM Plastic LaminatePLAS PlasterPLUMB PlumbingPLYWD PlywoodPR PairPREFAB PrefabricatedPTD PaintedPTD Paper Towel DispenserPVC PolyvinylchlorideQT Quarry TileQTY QuantityQUAL QualityRRiserRAD RadiusRD Roof DrainRECV Receiving / ReceiverREF ReferenceREFR RefrigeratorREINF ReinforceREM RemoveREQD RequiredREV Revised, RevisionRH Robe Hook / Right HandRM RoomRWC Rain Water ConductorSC ScupperSCHED ScheduleSD Soap DispenserSECT SectionSF Square FootSHT SheetSIM SimilarSJ Seismic JointSND Sanitary Napkin Dispenser /DisposalSNR Sanitary Napkin ReceptacleSPEC SpecifacationsSQ SquareSS Stainless SteelSSTL Structural SteelST Sound TransmissionSTC Sound TransmissionCoefficientSTD StandardSTL SteelSTOR StorageSTRUCT Structure, StructuralSUSP Suspend, SuspensionTTreadTBD Tack BoardTG Tongue and GrooveTHRU ThroughTME To Match ExistingTO Top OfTPD Toilet Paper DispenserTYP TypicalUH Unit HeaterUL Underwriter's LaboratoryUON Unless Otherwise NotedUV Unit VentilatorVCT Vinyl Composition TileVEST VestibuleW/ WithWBD White BoardWD WoodWP WaterproofingWWF Welded Wire FabricAB Anchor BoltAC Air ConditioningAC Acoustic, AcousticalACT Acoustical TileADJ AdjacentAFF Above Finish FloorAFG Above Finish GradeAHU Air Handling UnitALFAluminum FrameALT AlternateALUM AluminumANCH Anchor, AnchorageANOD AnodizedAPBO As Provided By OwnerAPPR ApprovedARCH Architect, ArchitecturalASB AsbestosASBO As Selected By OwnerASPH AsphaltASST AssistantASSY AssemblyATC Acoustic Tile CeilingAUTO AutomaticBD BoardBEJ Brick Expansion JointBEV Bevel, BeveledBIT BituminousBLDG BuildingBLK BlockBLKG BlockingBM BeamBO Bottom OfBOT BottomBRG Bearing / BridgingBUR Built Up RoofingCAB CabinetCAP CapacityCASE CasementCB Chalk BoardCEM CementCJ Control JointCL CenterlineCLG CeilingCLGHT Ceiling HeightCLO ClosetCOL ColumnCONC ConcreteCONF ConferenceCONT ContinuousCONTR ContractorCORR CorridorCRS Course, CoursesCT Ceramic TileCTR CenterCUH Cabinet Unit HeaterDBL DoubleDEG DegreeDEMO DemolitionDEPT DepartmentDET DetailDF Drinking FountainDH Double HungDIA DiameterDIM DimensionDIST DistanceDN DownDR DoorDS DownspoutDWG DrawingEA EachEIFS Exterior Insulation FinishSystemEJ Expansion JointEL ElevationELEC Electric, ElectricalELEV ElevatorEMERG EmergencyEQ EqualEQUIP EquipmentETR Existing To RemainEUH Electric Unit HeaterEWC Electric Water CoolerEXIST ExistingEXP ExpansionEXT ExteriorFD Floor DrainFDN FoundationFE Fire ExtinguisherFF Finished FloorFFE Finished Floor ElevationFIN Finish, FinishedFIXT FixtureFLASH FlashingFLR FloorFLRFIN Floor FinishFPRFG FireproofingFR Fire RetardantFRGP Fiber Reinforced GypsumPanelFT Feet, FootFTG FootingFURN Furnish, Furnishings,FurnitureFURR Furred, FurringGA GaugeGALV GalvanizedGB Gypsum BoardGC General ContractorHB Hose BibbHC HandicappedHGT HeightHM Hollow MetalHORIZ HorizontalIDInside DiamterIN InchINCL IncludedINFO InformationINSUL InsulationINT InteriorJT JointKP Kick PlateRevisions
ACCESSIBLE FIXTURE MOUNTING HEIGHT ARCHITECTURAL SYMBOLSWALL TYPESURINALLAVATORYWATER COOLER / DFP.T.D.WATER CLOSET (SIDE VIEW)WATER CLOSET (FRONT VIEW)SN.V.M.HANDDRYERS.S. MIRROR & SHELFEMERGENCY EYEWASH/SHOWERHANDICAPPED SHOWER UNIT24"17"H.C.44"27"29"34"6"36"36" MAX H.C.27" MIN.60"MAX.12"42"40"1 1/2" MIN.17"19" H.C.18"40"48"68"12"35"18" G.B.R.H.42" G.B.T.P.D.S.N.R.TOILET PARTITION35"24"12"6"18"35"17"19" H.C.18"G.B.36" G.B.48" TO CONTROLS48" TO CONTROLSMIRROR AND SHELF WIDTHVARYTO CONTROLS48" MAX.35"6"34"36"48"84"32"36"16"32"15"33"18"6"10"16"20"ADJ. SHOWERHEADFOLDDOWNHCSEATRECESSEDSOAPDISH18"X30" ONE PIECE G.B.CONTROL MOUNTINGAREA19"18"60"24" MIN.42" MAX.EXISTING WALLWALL TO BE DEMOLISHEDNEW STUD FRAMED WALLNEW CMU WALLNEW FOUNDATION WALLROOM NAME/ ROOM NUMBERBUILDING SECTIONWALL SECTIONCASEWORK SECTIONELEVATION MARKERDOOR IDENTIFICATIONWINDOW IDENTIFICATIONWALL IDENTIFICATIONCOLUMN IDENTIFICATIONELEVATION MARKEREXISTING DOORDEMOLISHED DOORNEW DOOR1A101SIMA1011Ref1Ref1Ref1RefROOM NAME1400A150 SF1t1iEXX00001A101SIM1A101SIM1A101SIMEXTEND STUDS & GYPSUMBOARD TO STRUCTUREABOVE. SEAL TO PROVIDESMOKE RESISTANT SEPARATIONFINISH CEILING. SEECEILING PLAN FOR NOTES & HEIGHT2x6 WOOD STUD FRAMING@ 16" O.C.1 LAYER OF 5/8" GYPSUMBOARD, BOTH SIDES(2x) 2x6 WOOD STUD PLATEBOTTOMPLANTOPSTRUCTURE ABOVEEXTEND STUDS & GYPSUMBOARD TO STRUCTUREABOVE. SEAL TO PROVIDESMOKE RESISTANT SEPARATIONFINISH CEILING. SEECEILING PLAN FOR NOTES & HEIGHT2x4 WOOD STUD FRAMING@ 16" O.C.1 LAYER OF 5/8" GYPSUMBOARD, BOTH SIDES(2x) 2x4 WOOD STUD PLATEBOTTOMPLANTOPSTRUCTURE ABOVEEXTEND STUDS & GYPSUMBOARD TO STRUCTUREABOVE. SEAL TO PROVIDESMOKE RESISTANT SEPARATIONFINISH CEILING. SEECEILING PLAN FOR NOTES & HEIGHT2x4 WOOD STUD FRAMING@ 16" O.C.1 LAYER OF 5/8" GYPSUMBOARD, BOTH SIDES(2x) 2x4 WOOD STUD PLATEBOTTOMPLANTOPSTRUCTURE ABOVESOUND ATTENUATINGBATT INSULATION (S.T.C.#47)TYPE A1:2 x 6 WOOD STUD PARTITIONTYPE A2:2 x 4 WOOD STUD PARTITIONTYPE A3: UL 341TENANT SEPERATION WALL1-HR RATED SEPERATIONSTC-54EXTEND STUDS & GYPSUMBOARD TO STRUCTUREABOVE. SEAL TO PROVIDESMOKE RESISTANT SEPARATIONFINISH CEILING. SEECEILING PLAN FOR NOTES & HEIGHT2x4 WOOD STUD FRAMING@ 16" O.C.1 LAYER OF 5/8" GYPSUMBOARD, BOTH SIDES(2x) 2x4 WOOD STUD PLATEBOTTOMPLANTOPSTRUCTURE ABOVESOUND ATTENUATINGBATT INSULATION (S.T.C.#47)TYPE B1:EXTERIOR INFILL WALL8" CMUBRICK8" CMUBRICKN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:48 PMG1.1GENERAL INFORMATIONISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions
UP700 SFUNIT303-A659 SFUNIT303-B675 SFUNIT303-C663 SFUNIT303-D730 SFUNIT303-E20' - 5 1/2"18' - 7"20' - 10"18' - 6 1/8"20' - 3 3/8"BEDROOMW.I.C.BATHKITCHENBATHBEDROOMA3.0-S3A3.0-S4A3.0-S2A6.0-S2A3.0-S1303-A303-B303-C303-D303-E100' - 0"A6.0-S11 ex.3 ex.A ex.B ex.2 ex.4 ex.5 ex.6 ex.13' - 5"13' - 5"13' - 5"13' - 5"13' - 5"749 SFUTILITY/SPRINKLER100COAT CL.INFILLNEW STRUCTURAL COLUMNCOAT CL.KITCHENBEDROOM BEDROOMW.I.C.BATHKITCHEN8EQEQDININGDININGDININGDININGLIVINGLIVINGLIVINGLIVINGNEW STRUCTURAL COLUMNBEDROOMCOAT CL.W.I.C.BATHKITCHENDININGLIVING10030683068306830683068306830685068 BIFOLD246830683068306830683068CREATE DOOR OPENING AT EXISTING WINDOW OPENINGNEW WINDOW OPENINGAAAAA7' - 11 3/4"3' - 4 1/2"9' - 11 1/2"3' - 4 1/2"22' - 8"3' - 4 1/2"18' - 0"3' - 4 1/2"16' - 7 5/8"3' - 4 1/2"7' - 10 5/8"AAAAANEW DOOR OPENINGNEW DOOR OPENINGNEW DOOR OPENINGNEW DOOR OPENINGA6.1-S2A6.1-S1A6.2-S11A5.040' - 0"12"COAT CL.8' - 0"3' - 4 1/2"9' - 11 3/4"3' - 2"22' - 5 3/4"3' - 4 1/2"17' - 11 5/8"3' - 4 1/2"16' - 7 5/8"3' - 4 1/2"13' - 3 1/4"2468W.I.C.3068COAT CL.W.I.C.30683068KITCHENLIVING30682468246824682468 24682' - 6"2' - 6"2' - 6"4' - 0"LAUNDRYLAUNDRYLAUNDRYLAUNDRYLAUNDRY5068 BIFOLD5068 BIFOLD5068 BIFOLD2468N195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:07 PMA1.1-SFIRST FLOOR PLAN - SOUTHBLDGISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CT3/16" = 1'-0"A1.1-S1SOUTH BLDG - FIRST FLOORRevisions
DNDNA3.0-S3A3.0-S4A3.0-S2A3.0-S11 ex.3 ex.A ex.B ex.2 ex.4 ex.5 ex.6 ex.781A5.0BEDROOMW.I.C.BATHKITCHENDININGLIVING746 SFUNIT303-F659 SFUNIT303-G303-F303-G303-H303-I303-JBEDROOMCOAT CL.W.I.C.BATHKITCHENDININGLIVINGBEDROOMCOAT CL.W.I.C.BATHKITCHENDININGLIVING2468664 SFUNIT303-I732 SFUNIT303-JA6.0-S1SimA6.2-S1SimA6.1-S1SimA6.1-S2SimA6.0-S2Sim30683068 3068306830683068 30683068 306820' - 5 1/2"18' - 7"20' - 10"18' - 6 1/8"20' - 11 3/8"100' - 0"13' - 5"13' - 5"13' - 5"13' - 5"13' - 5"EQEQ7' - 11 13/16"3' - 4 1/2"9' - 11 7/16"3' - 4 1/2"22' - 8"3' - 4 1/2"18' - 0"3' - 4 1/2"16' - 7 5/8"3' - 4 1/2"7' - 2 5/8"8' - 0"3' - 4 1/2"19' - 4 1/8"3' - 4 1/2"13' - 4 1/2"3' - 4 1/2"17' - 11 7/8"3' - 4 1/2"16' - 8 1/8"3' - 4 1/2"7' - 8 7/8"AAAAAAAAAACOAT CL.BATHCOAT CL.KITCHENBEDROOMDINING30682468W.I.C.3068LIVINGBATHCOAT CL.KITCHENDINING30682468W.I.C.3068LIVING4' - 6"30683068LAUNDRYLAUNDRYLAUNDRYLAUNDRYLAUNDRY5068 BIFOLD5068 BIFOLD5068 BIFOLD5068 BIFOLD 5068 BIFOLDN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:09 PMA1.2-SSECOND FLOOR PLAN - SOUTHBLDGISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions3/16" = 1'-0"A1.2-S1SOUTH BLDG - SECOND FLOOR
1 ex.3 ex.A ex.B ex.2 ex.4 ex.5 ex.6 ex.788' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"8' - 7"1A2.3Sim1A2.3Sim1A2.3Sim1A2.3Sim1A2.3Sim8' - 7"8' - 7"8' - 7"8' - 7"LEGENDWALL-BASED BOX LIGHTDOWNLIGHTVANITY LIGHTDRYWALL CEILINGEXPOSED STRUCTUREEXTERIOR FIXTUREEXHAUST FAN / LIGHTSHOWER DOWNLIGHTSURFACE MOUNTED DOWNLIGHTN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:16 PMA2.1-SFIRST FLOOR REFLECTEDCEILING PLAN - SOUTH BLDGISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions3/16" = 1'-0"A2.1-S1SOUTH BLDG - FIRST FLOOR - RCP
1 ex.3 ex.A ex.B ex.2 ex.4 ex.5 ex.6 ex.781A2.3Sim1A2.3Sim1A2.3Sim1A2.3Sim1A2.3Sim7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"4A8.0ATTIC ACCESSATTIC ACCESSATTIC ACCESSATTIC ACCESSPLAN REVIEW #8PLAN REVIEW #8PLAN REVIEW #8PLAN REVIEW #8PLAN REVIEW #8ATTIC ACCESSATTIC ACCESSREVISION 1ATTIC ACCESSREVISION 1ATTIC ACCESSREVISION 1ATTIC ACCESSREVISION 1ATTIC ACCESSREVISION 1LEGENDWALL-BASED BOX LIGHTDOWNLIGHTVANITY LIGHTDRYWALL CEILINGEXPOSED STRUCTUREEXTERIOR FIXTUREEXHAUST FAN / LIGHTSHOWER DOWNLIGHTSURFACE MOUNTED DOWNLIGHTN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\REVIT\303 Route 32 - CENTRAL.rvt3/20/2023 12:13:17 PMA2.2-SSECOND FLOOR REFLECTEDCEILING PLAN - SOUTH BLDGISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisionsPLAN REVIEW #8 FEB 27, 2023REVISION 1 MAR 20, 20233/16" = 1'-0"A2.2-S1SOUTH BLDG - SECOND FLOOR
RECESSED CAN LIGHT AS OCCURSHANGER WIRE TO STRUCTURE ABOVE, TYP.SUSPENDED DRYWALL GRID5/8" GYP. BOARDEXISTING STRUCTURE ABOVEN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:18 PMA2.3CEILING DETAILSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions1" = 1'-0"A2.31TYP. CEILING DETAIL
GRADE100' -0"SOUTH BLDG -SECOND FLOOR109' -3"ROOF (SOUTH BLDG)117' -1"A ex.8' - 7"7' - 10"8' - 7"7' - 10"WINDOW HEAD -FIRSTFLOOR107' -0"B ex.1A5.0WINDOW HEAD -SECOND FLOOR116' -3"GRADE100' -0"SOUTH BLDG -SECOND FLOOR109' -3"ROOF (SOUTH BLDG)117' -1"A ex.WINDOW HEAD -FIRSTFLOOR107' -0"B ex.1A5.0WINDOW HEAD -SECOND FLOOR116' -3"GRADE100' -0"SOUTH BLDG -SECOND FLOOR109' -3"ROOF (SOUTH BLDG)117' -1"1 ex.3 ex.WINDOW HEAD -FIRSTFLOOR107' -0"2 ex.4 ex.5 ex.6 ex.78AAAAAAAAAANEW METER LOCATIONSEXISTING WINDOWS TO BE REPLACEDV.I.F.7' - 10"V.I.F.9' - 3"EXISTING WINDOWS TO BE REPLACEDEXISTING RAIL AND BALCONY TO REMAINEXISTING STAIR TO REMAINEXISTING RAIL AND BALCONY TO REMAINEXISTING STAIR TO REMAINWINDOW HEAD -SECOND FLOOR116' -3"GRADE100' -0"SOUTH BLDG -SECOND FLOOR109' -3"ROOF (SOUTH BLDG)117' -1"1 ex.3 ex.WINDOW HEAD -FIRSTFLOOR107' -0"2 ex.4 ex.5 ex.6 ex.78AAAAAAAAAA303-A100303-F303-G303-H303-C303-B303-D303-I303-J303-EV.I.F.7' - 10"V.I.F.9' - 3"EXISTING WINDOWS TO BE REPLACEDEXISTING WINDOWS TO BE REPLACEDNEW DOOR AND OPENINGEXISTING WINDOWS TO BE REPLACEDNEW DOOR AND OPENINGNEW DOOR AND OPENINGREMOVE AND REPLACE UTILITY DOORNEW EXTERIOR LIGHT FIXTURENEW EXTERIOR LIGHT FIXTUREEXISTING BALCONY AND RAIL TO REMAINEXISITNG BALCONY AND STAIR TO REMAINEXISTING RAIL TO REMAINWINDOW HEAD -SECOND FLOOR116' -3"CREATE DOOR OPENNIG AT EXISTING WINDOW OPENINGNEW WINDOW OPENINGN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:38 PMA3.0-SSOUTH BLDG - EXTERIORELEVATIONSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CT3/16" = 1'-0"A3.0-S4SOUTH BLDG - FRONT3/16" = 1'-0"A3.0-S3SOUTH BLDG - REARRevisions3/16" = 1'-0"A3.0-S2SOUTH BLDG - RIGHT3/16" = 1'-0"A3.0-S1SOUTH BLDG - LEFT
GRADE100' -0"SOUTH BLDG -SECOND FLOOR109' -3"ROOF (SOUTH BLDG)117' -1"WINDOW HEAD -FIRSTFLOOR107' -0"1/2'' SHEATING2X4 WOOD STUDS AT 16'' O.C., TYP.5/8'' GYPSUM WALL BOARD, BOTH SIDES1" AIR GAP2X4 PRESSURE TREATED SILL PLATESEXISTING STRUCTURE BELOWEXISTING CONCRETE SLAB1/2'' SHEATING2X4 WOOD STUDS AT 16'' O.C., TYP.5/8'' GYPSUM WALL BOARDAIR GAP2X4 PRESSURE TREATED SILL PLATES5/8'' GYPSUM WALL BOARD HUNG5/8'' GYPSUM WALL BOARD FASTENED TO EXISTING STRUCTURE ABOVESILL SEALERSUBFLOORFINISH FLOOR, VARIESEXISTING STRUCTURE ABOVESUBFLOORFINISH FLOOR, VARIESCONTINUOUS SEALERWINDOW HEAD -SECOND FLOOR116' -3"10"7' - 0"2' - 3"7' - 0"LAG BOLTS DRIVEN INTO CONCRETE, SEALED WITH APOXY, EMBEDED MIN 3 1/2"LAG BOLTS DRIVEN INTO CONCRETE, SEALED WITH APOXY, EMBEDED MIN 3 1/2"SOUND ATTENUATING BATT INSULATIONSOUND ATTENUATING BATT INSULATIONR-49 BATT INSULLATION6 1/2"16"8"8"1' - 4"8"8"TYPE A4: GA WP 3371TENANT SEPERATION WALL1-HR RATED SEPERATIONSTC-545/8" GYPSUM WALL BOARDSOUND ATTENUATING BATT INSULATIONWOOD STUDS @ 16" ON CENTERSOUND ATTENUATING BATT INSULATIONWOOD STUDS @ 16" O.C.3 1/2"1 3/4"195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:39 PMA5.0WALL SECTIONS & DETAILSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions3/4" = 1'-0"A5.01TENANT SEPERATION WALL3" = 1'-0"A5.02WALL TYPE A4
CLOSET SHELF AND POLECLOSET SHELF AND POLECLOSET SHELF AND POLECOATCL.STORAGEKITCHENDININGLIVINGELECTRIC RANGE AND HOODDISHWASHER303-EBEDROOMW.I.C.BATHROOMALIGN3068306830683068ELEC.REFALIGNAA7.2-S1SimA7.2-S3Sim5' - 6"9' - 10"A2A2A2A1A2AA7.0-S1SimA7.0-S2Sim5Sim4Sim3SimNEW STRUCTURAL COLUMNFURRING3' - 8"3' - 10"24682468A2A2A2A2A7.0-S1A7.0-S2543A7.1-S1A7.1-S54AA303-A306830683068DISHWASHERELECTRIC RANGE AND HOODREFALIGNELEC.STORAGEKITCHENDININGCOAT CL.LIVINGW.I.C.BEDROOMBATH5' - 6"9' - 10"FURRINGA2A2A2A1A2A3A3A2A2B1A2A2246824683' - 8"3' - 10"CLOSET SHELF AND POLE5068 BIFOLDN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:40 PMA6.0-SSOUTH BLDG - ENLARGED UNITPLANSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CT1/2" = 1'-0"A6.0-S2ENLARGED UNIT PLAN - 303-E1/2" = 1'-0"A6.0-S1ENLARGED UNIT PLAN - 303-ARevisions
A7.2-S1SimA7.2-S3SimA7.0-S1SimA7.0-S2Sim5Sim4Sim3SimCLOSET SHELF AND POLECLOSET SHELF AND POLEELECTRIC RANGE AND HOODDISHWASHERCLOSET SHELF AND POLELIVINGCOAT CL.REFDININGKITCHENELEC.STORAGEW.I.C. BEDROOMBATHFURRING6' - 6"9' - 10"5' - 6"30685068 BIFOLD303-DAA3068306824683' - 10"4' - 0"ALIGNA2A2A2A2A2A2A2A2A11A5.0A7.0-S6A7.0-S71098A7.2-S1A7.2-S3303-C3068AALIVINGKITCHENCOATCL.STORAGEELEC.W.I.C.BATHBEDROOMDISHWASHERELECTRIC RANGE AND HOODALIGNCLOSET SHELF AND POLECLOSET SHELF AND POLE5' - 6"3' - 0"6' - 10"A3A2A2A2A17' - 0"5' - 11"A2A2A2A24' - 0"2' - 6"306830682468-5068 BIFOLDN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:40 PMA6.1-SSOUTH BLDG - ENLARGED UNITPLANSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions1/2" = 1'-0"A6.1-S2SOUTH BLDG - FIRST FLOOR - 303-D1/2" = 1'-0"A6.1-S1SOUTH BLDG - FIRST FLOOR - 303-C
1A5.0CLOSET SHELF AND POLEDISHWASHERELECTRIC RANGE AND STOVECLOSET SHELF AND POLEFURRINGBEDROOMW.I.C.BATHKITCHENDININGSTORAGEELEC.LIVINGCOAT CL.REFALIGNALIGNAA3068303-BA2A3A2A2A2A15' - 6"9' - 10"A7.0-S1Sim6' - 8 1/4"3068246830684' - 0"2' - 6"A7.0-S3Sim4Sim5Sim2SimA7.2-S1Sim5068 BIFOLDN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:40 PMA6.2-SSOUTH BLDG - ENLARGED UNITPLANSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions1/2" = 1'-0"A6.2-S1SOUTH BLDG - FIRST FLOOR - 303-B
A7.0-S254312"30"12"EQEQ306818"32"FURRINGTYP, 3" SHOWER BASIN12"30"12"14"1 1/2"32 1/2"A.F.F.34"VANIYT LIGHT, TO BE SELECTED BY OWNERMIRROR, TO BE SELECTED BY OWNERTOILET, TO BE SELECTED BY OWNER 17" - 19"SHOWER INSERT, TO BE SELECTED BY OWNER1 1/2"14"3068SHOWER INSERT, TO BE SELECTED BY OWNER.32 1/2"1 1/2"14"34"SHOWER INSERTTO BE SELECTEDBY OWNER.TOWEL RACK, TO BE SELECTED BY OWNERA7.0-S710986" MAX39"SHOWER INSERT, TO BESELECTED BY OWNERTOILET, TO BE SELECTED BY OWNERREMOVABLE BASE CABINETMIRROR TO BE SEECTED BY OWNERVANITY LIGHT, TO BE SELECTED BY OWNER39"N195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:42 PMA7.0-SENLARGED BATHROOM PLANS& ELEVATIONSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisions1/2" = 1'-0"A7.0-S1ENLARGED BATHROOM TYPE B PLAN1/2" = 1'-0"A7.0-S2BATHROOM ELEVATION1/2" = 1'-0"A7.0-S3BATHROOM ELEVATION1/2" = 1'-0"A7.0-S4BATHROOM ELEVATION1/2" = 1'-0"A7.0-S5BATHROOM ELEVATION1/2" = 1'-0"A7.0-S6ENLARGED BATHROOM TYPE A PLAN1/2" = 1'-0"A7.0-S7BATHROOM ELEVATION1/2" = 1'-0"A7.0-S8BATHROOM ELEVATION1/2" = 1'-0"A7.0-S9BATHROOM ELEVATION1/2" = 1'-0"A7.0-S10BATHROOM ELEVATION
REFER TO EXIST. V.I.F.40 1/2"REFER TO EXIST. V.I.F.60"AGLAZING TYPESGL-1 INSULATED GLAZING UNIT, CLEAR, TEMPERED, LOW-EGL-1GL-1AS SCHEDULEDAS SCHEDULEDAS SCHEDULEDAS SCHEDULEDGL-1FG-1ST-12"SEE WALL SECTIONSPRE-HUNG FIBERGLASS DOOR. SEE DOOR SCHEDULE FOR DETAILS.FULL PERIMETER CAULKING AND BACKER RODINTERIOR DOOR TRIMTYP. WALL ASSEMBLY, SEE WALL SECTIONS FOR DETAILS.PRE-HUNG COMPOSITE DOOR FRAME, SEE SPEC, TYP.SHIM AS REQUIREDJ-1EXTERIORINTERIORH-1EXTERIORINTERIOR2"SHIM AS REQUIREDPRE-HUNG COMPOSITE DOOR FRAME, SEE SPEC, TYP.PRE-HUNG FIBERGLASS DOOR. SEE DOOR SCHEDULE FOR DETAILS.FULL PERIMETER CAULKING AND BACKER RODINTERIOR DOOR TRIMTYP. WALL ASSEMBLY, SEE WALL SECTIONS FOR DETAILS.STEEL LINTELN195 Scott Swamp RoadFarmington, CT 06032qamarch.comIssue Dates:Project #:State Project #: OptionalQ:\QA Projects\Montville - 303 Route 32 (2291)\303 Route 32.rvt12/21/2022 12:47:43 PMA9.0DOOR SCHEDULE & WINDOWELEVATIONSISSUED FOR PERMITOCTOBER 21, 20222291303-307 ROUTE32BUILDING RENOVATION FOR:MONTVILLE, CTRevisionsDOOR SCHEDULEDOOR #ROOM #DOORFRAMECOMMENTSWIDTHHEIGHTTYPEMATERIALGLAZINGMATERIALHEADJAMBSILL1003' - 0" 7' - 0" ST-1 STST H-1 J-1303-A3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-B 303-B 3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-C3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-D 303-D 3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-E 303-E 3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-F3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-G 303-G 3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-H3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-I 303-I 3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-1303-J 303-J 3' - 0" 7' - 0" FG-1 FG GL-1 FG H-1 J-11/2" = 1'-0"WINDOW ELEVATIONS1/2" = 1'-0"DOOR ELEVATIONS1" = 1'-0"DOOR DETAILS303-A100303-C303-F303-H