0231-0251 WASHINGTON _STREET_00 Full Set Architecturals Salem MA 11-02-18Washington StreetMixed Use DevelopmentSalem, MassachusettsVICINITY MAPOpechee Construction Corporation11 Corporate DriveBelmont, NH 03220(603) 527-9090CivilDesign Consultants, Inc.120 Middlesex Avenue, Suite 20Somerville, MA 02145(617) 776-3350Opechee Construction Corporation11 Corporate DriveBelmont, NH 03220(603) 527-9090www.opechee.comOWNER:ARCHITECT:ENGINEERS:CONTRACTOR:1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL STANDARDS, CODESAND GUIDELINES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, NFPA, IBC, SMACNA, UL,AND OSHA.2. THE CONTRACT DRAWINGS ARE INTENDED TO BE USED AS A GENERAL GUIDELINE. THEYARE NOT INTENDED TO ILLUSTRATE PRECISE INSTALLATION DETAILS AND ROUTING. IT IS THERESPONSIBILITY OF THE SUBCONTRACTOR TO DETERMINE EXACT INSTALLATIONREQUIREMENTS AS DICTATED BY ON-SITE CONDITIONS. IT IS ALSO THE RESPONSIBILITY OFTHE SUBCONTRACTOR TO INSTALL A COMPLETE AND PROPERLY FUNCTIONING SYSTEM. ANYSIGNIFICANT DESIGN ALTERATIONS, ADDITIONS, OR DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE DESIGN PROFESSIONAL BEFORE PROCEEDING WITH THE WORK.3. ALL PRODUCTS AND MATERIALS TO BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S WRITTEN RECOMMENDATIONS OR REQUIREMENTS. ANY DISCREPANCYBETWEEN DRAWINGS AND MANUFACTURER'S REQUIREMENTS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGN PROFESSIONAL BEFORE PROCEEDING WITH THE WORK.4. FASTENING SCHEDULE - ALL BUILDING COMPONENTS SHALL BE SECURED INACCORDANCE WITH THE BUILDING CODE REQUIREMENTS.5. FASTENERS IN PRESSURE TREATED AND FIRE RETARDANT WOOD SHALL BE HOT DIPPEDZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.6. PROVIDE ADEQUATE BLOCKING FOR ALL GRAB BARS, COUNTER TOPS, WORK STATIONCOUNTERS, CABINETS (BASE & WALL), DOOR/WINDOW FRAMING, AND ANY OTHER ATTACHEDACCESSORIES NOT MENTIONED HERE THAT WOULD TYPICALLY REQUIRE ADEQUATEBLOCKING FOR SECURE & REASONABLE INSTALLATION.7. THE BUILDING AND ITS ELEMENTS SHALL COMPLY WITH ICC/ANSI A117.1-2003 AND ALLAPPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS.FOCUS DETAIL DESIGNATIONWOOD BLOCKINGFIBERGLASS BATTINSULATIONEARTHDIMENSIONAL LUMBERCONCRETEPAVEMENTCONCRETE MASONRY UNITBRICK MASONRY VENEERSTEEL OR METALCIVIL:INDEX OF DRAWINGSSTRUCTURAL:ARCHITECTURAL:MECHANICAL:ELECTRICAL:PLUMBING:ABBREVIATIONS&@+/-A/CADJ.AFF or A.F.F.ALUMAPPROX.ARCH.ASPH.ATTN.BD.BIT.BLDG.BLK.BLKG.BM.B.O.BOT.BRG.BRK.BRKMTL.C or CH.CAB.CB or C.B.C.C.CER.CFSC.J.CL or CCLG.CLR.CMUCOMM.COL.CONC.CONT.CORR.CPTCTC.W.DBL.DEPT.DIA.DIV.DNDRN.DTL.DWG.E.EA.E.J.ELEC.ELEV.ENCL.ENG.EQ.EQUIP.E.W.EXP.EXT.F.A.F.D.F.E.F.E.C.FIN.FLR.FND.F.R.FRM.F.R.P.F.R.T.FT.FTG.GA.GALV.G.B.GEN.GLG.S.M.GYP.GYP. BD.HBHCHDWD.HGT.HMHORIZ.HR.HSSHVACH.W.I.D.IN.INFO.INSUL.INT.INV.JAN.JNT.KIT.K.O.LAB.LAM.LAV.LB. or LBS.LLHLLVLT. GA. MTL.LT. WT.MAS.MAX.MDOMECH.MED.MFR.M.H.MIN.MISC.M.O.M.R.MTD.MTG.MTL.MULL.N.N.A.NEC'YN.I.C.NO.NOM.NON COMB.N.T.S.O.A.O.C.O.D.OFF.O.H.OPNG.OPP.PARTN.PL.P. LAM.PLBG.PLWD.PNL.PORC.PR.PSFPTP.T.PWR.QTR.A.RAD.RD.REC.REC'V or REC'VDREF.REG.REINF.REQ'DRES.RM.R.O.S.SACTSCSCHED.SECT.SHT.SIM.S.M.SPEC.SQ.S.S.ST.STD.STL.STOR.STRUCT.SUSP.SYM.T&BTEL.TEMP.T>HRUT.O.TR.T.S.TVTYP.U.N.O.VAR.V.B.VCTVERT.V.I.F.W.W/W.C.WD.W.F.WIN.W.M.W/OW.P.WSCT.WT.W.V.WWFWWMAndAtPlus/MinusAir ConditioningAdjacentAbove Finish FloorAluminumApproximateArchitect(ural)AsphaltAttentionBoardBituminousBuildingBlockBlockingBeamBottom of _____BottomBearingBrickBreak MetalChannelCabinetCement BoardCenter to CenterCeramicClear Floor SpaceControl JointCenterlineCeilingClearConcrete Masonry UnitCommunicationColumnConcreteContinuousCorridorCarpetCeramic TileCold WaterDoubleDepartmentDiameterDivisionDownDrainDetailDrawingEastEachExpansion JointElectricalElevationEnclosureEngineerEqualEquipmentEach WayExpansionExteriorFire AlarmFloor DrainFire ExtinguisherFire Extinguisher CabinetFinishFloorFoundationFire ResistantFrameFiber Reinforced PlasticFire Retardant TreatedFoot (feet)FootingGaugeGalvanizedGypsum BoardGeneralGlass/GlazingGalvanized Sheet MetalGypsumGypsum BoardHose BibHandicappedHardwood FloorsHeightHollow MetalHorizontalHourHollow Structural SectionHeating, Ventilation and A/CHot waterInside DiameterInch(es)InformationInsulationInteriorInvertJanitor(ial)JointKitchenKnock outLaboratoryLaminateLavatoryPound(s)Long Leg HorizontalLong Leg VeriticalLight Gauge Metal FramingLight WeightMasonryMaximumMedium Density OverlayMechanicalMediumManufacturerMan HoleMinimumMiscellaneousMasonry OpeningMoisture ResistantMountedMeetingMetalMullionNorthNot ApplicableNecessaryNot in ContractNumberNominalNon CombustibleNot to ScaleOverallOn CenterOutside DiameterOfficeOverheadOpeningOppositePartitionPlatePlastic LaminatePlumbingPlywoodPanelPorcelainPairPounds per Square FootPorcelain TilePressure TreatedPowerQuarry TileReturn AirRadiusRoof DrainRecessedReceive or ReceivedRefrigeratorRegularReinforce(d)RequiredResillientRoomRough OpeningSouthSusp. Acoustical Ceiling TileSealed ConcreteScheduleSectionSheetSimilarSurface MountedSpecificationSquareStainless SteelStreetStandardSteelStorageStructuralSuspendedSymmetricalTop and BottomTelephoneTemporaryTongue and GrooveThroughTop of ____TreadTube SteelTelevisionTypicalUnless Noted OtherwiseVariesVertical BracingVinyl Composition TileVerticalVerify in FieldWestWithWater ClosetWoodWide FlangeWindowWire MeshWithoutWaterproofWainscotWeightWater ValveWelded Wire FabricWelded Wire MeshSYMBOLS LEGENDFIRST FLOORELEV. = 100'-0"1A2.011A4.01SECTION DETAILREFERENCESIM.SIM.1A4.011A3.01A7.011234WALL SECTIONREFERENCEBUILDING SECTIONREFERENCEEXTERIOR ELEVATIONREFERENCEINTERIOR ELEVATIONREFERENCEELEVATION DATUMREFERENCEROOM NAME101ROOM NAME/NO.101DOOR TAGWINDOW TAGA1WALL TAGS.A.C.T.7'-11"1 HR.CEILING MATERIAL,HEIGHT, AND RATING (IF APPLICABLE)TA-1TOILETACCESSORY TAGACCESSIBLEROOM TYPEHEARING IMPAIREDROOM TYPEASTRUCTURAL GRID LINEDIRECTIONALARROWF4BP-1P-1FOOTING SIZEBASEPLATE TYPEPIER TYPE100'-0"SPOT ELEVATION1KEY NOTE TAGMATERIALS LEGENDGRAVELSANDCRUSHED GRAVELRIGID INSULATIONPLYWOODFINISHED WOODGYPSUM BOARDEXTERIORREINFORCED BOARDGENERAL NOTES1. G.W.B. SURFACES TO RECEIVE 1 COAT OF PRIMER & 2 COATS OF FINISH PAINT.(APPLIED BY ROLLER)2. SURFACES TO RECEIVE WALLPAPER SHALL BE PRIME PAINTED PRIOR TO WALLPAPERINSTALLATION.3. ALL UNFINISHED WOOD SURFACES TO BE URETHANED SHOULD RECEIVE A MINIMUM OF3 COATS.4. A MIN. OF 50 S.F. OF EXCESS FINISH MATERIALS IS TO BE LEFT AT THE JOB SITE FORFUTURE USE BY OWNER. (20 S.F. FOR MATERIALS COSTING IN EXCESS OF $3.00/S.F.).5. ALL ELEVATOR PIT WALLS TO RECEIVE BITUMINOUS DAMPPROOFING.6. ALL INTERIOR PARTITIONS TO RECEIVE FIBERGLASS BATT SOUND INSULATION.7. USE MOISTURE RESISTANT GWB IN SHOWER ROOMS OR OTHER LOCATIONSSUBJECTED TO REPEATED DAMP CONDITIONS AND MOISTURE ACCUMULATION.8. WOMEN'S AND MEN'S TOILET ROOMS SCHEDULED TO RECEIVE FIBERGLASS WALLPANELS SHALL HAVE THE PANELS GLUED TO GYP. BD. SUBSTRATE.FINISH NOTESLOCAL MAPADDRESSMEPdesign-build(to be determined)LOCAL MAPVICINITY MAP105INTERIOR FINISH TAGREFER TO FINISH INDEXStructuralJSN Associates, Inc.1 Autumn StreetPortsmouth, NH 03801(603) 433-8639EXTERIORINTERIOR PARTITION(STUD OR MASONRY)DIMENSION TO FACE OFFINISHED WALL (U.N.O.)INTERIORSTUD WALL"CLEAR" OR "MINIMUM"INTERIORCLMASONRY VENEEREXTERIORSTUD WALLCONCRETEWALLFACE OF STUDPLAN DIMENSIONINGMASONRYWALL10-26-18 FOR BUILDING PERMIT
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.CS1.01COVERSHEETKAKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 8:58:04 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
USE GROUP EXIT ENCLOSURES ANDEXIT PASSAGEWAYS CORRIDORSROOMS ANDENCLOSED SPACESA2-RESTAURANTSBBCWALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723CLASS A: FLAME SPREAD 0-25; SMOKE-DEVELOPMENT 0-450CLASS B: FLAME SPREAD 26-75; SMOKE-DEVELOPMENT 0-450CLASS C: FLAME SPREAD 76-200; SMOKE-DEVELOPMENT 0-450INTERIOR TRIM SHALL MEET CLASS C FLAME SPREAD AND SMOKE-DEVELOPED INDEX PERASTM E 84 OR UL 723 - MAX 10% OF WALL/CEILING AREA.NOTE: INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS IN EXIT ENCLOSURES,EXIT PASSAGEWAYS AND CORRIDORS SHALL BE CLASS II, AS TESTED IN ACCORDANCE WITHAND CLASSIFIED PER NFPA 253 .A3-MEETING ROOMBBCR1-HOTELBCCREQUIRED BATHING TYPEACCESSIBLE ROLL-IN SHOWER KING QUEEN QUEENACCESSIBLE TUB or SHOWER QUEEN QUEEN TOTAL6REQ'DPROV'DROOM NUMBERS362H-544,H-644H-444FIRE RESISTANCE RATING FOR EXTERIOR WALLS BASED ON FIRE SEPARATIONDISTANCE ARE COMPLIANT WITH TABLE 602 .TYPE I-A CONSTRUCTIONBUILDING ELEMENTREQUIREDSTRUCTURAL FRAME3BEARING WALLSFLOOR CONSTRUCTION& ASSOCIATED SECONDARYMEMBERSROOF CONSTRUCTION& ASSOCIATED SECONDARYMEMBERS1 1/2NONBEARING WALLS2PROVIDED EXTERIOR*3 INTERIOR3FIRE RESISTANCE RATING FOR BUILDING ELEMENTS - IBC TABLE 601 EXTERIOR*0 INTERIOR03NANA00INTERIOR WALL & CEILING FINISH REQUIREMENTS - IBC TABLE 803.11ACCESSIBLE ROOM MATRIX - MOBILITYROOM TYPEREQ'D3233PROV'DROOM NUMBERSH-317, H-524, H-624H-424, H-60511 KING QUEEN QUEENMOBILITY ACCESSIBLE ROOMS QUEEN QUEEN ACC KING ACCTOTALINTERIOR FLOOR FINISH REQUIREMENTS - IBC 804.1INTERIOR TRIM REQUIREMENTS - IBC 806.7ACCESSIBLE ROOM MATRIX - COMMUNICATION FEATURES-5H-307,H-407,H-507211CODE SUMMARY:THE BUILDING IS DESIGNED IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE- 780 CMR, 9TH EDITION, AS AMENDED.BUILDING DATA:6 STORYBUILDING HEIGHT: 52'-0" (ABOVE GRADE PLANE)CONSTRUCTION TYPE:IA & VA (FULLY SUPERVISED AUTOMATIC SPRINKLER SYSTEM, IN ACCORDANCE WITH NFPA 13)OCCUPANCY: MIXED OCCUPANCIES (SEE IBC SECTION 508.1)LEVEL 1 CONTAINS USE GROUPS A-2, A-3, M AND S-2. THE LEVEL HAS BEEN DESIGNED TO THEMOST RESTRICTIVE USE GROUP (A-2) AND COMBINED INTO NON-SEPARATED USES AREA. ONEELEVATOR TO COMPLY WITH IBC SECTION 3002.4 TO ACCOMMODATE AN AMBULANCESTRETCHER 24"x84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL, OPENPOSITION.LEVEL 2 CONTAINS USE GROUP S-2.THE ENTIRE LEVEL 1 & LEVEL 2 HAS BEEN SEPARATED FROM LEVEL 3 BY A 3 HOURFIRE-RESISTIVE HORIZONTAL ASSEMBLY PER IBC 510.2 AND IS CONSIDERED AS SEPARATEAND DISTINCT BUILDINGS FOR PURPOSE OF DETERMINING AREA LIMITATIONS, CONTINUITYOF FIRE WALLS, LIMITATION OF STORIES AND TYPE OF CONSTRUCTION.LEVEL 3 CONTAINS USE GROUPS A-2, B, R-1, R-2, & S-2. THE FLOOR HAS BEEN DESIGNED ASSEPARATED USES AND REQUIRED SEPARATION BETWEEN EACH USE GROUP IS PROVIDED PERIBC TABLE 508.4.THE SUM OF RATIOS OF EACH SEPARATED OCCUPANCY DOES NOT EXCEED 1 PER IBC 508.4.2.NO SEPARATION IS REQUIRED FOR AN ACCESSORY USE WITH AN AGGREGATE AREA LESS THAN10% OF THE MAIN USE GROUP. INCIDENTAL ACCESSORY OCCUPANCY AREAS HAVE BEENPROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 509.A ONE HOUR HORIZONTAL ASSEMBLY PER THE REQUIREMENTS OF IBC 420.3, 508.4, 711.2.4.1, &711.2.4.3 SEPARATES LEVEL 4.LEVELS 4, 5 & 6 CONTAIN USE GROUPS R-1 & R-2 AND ACCESSORY USES S. EACH LEVEL HASBEEN DESIGNED AS SEPARATED USES AND REQUIRED SEPARATION BETWEEN EACH USE GROUPIS PROVIDED PER IBC TABLE 508.4.THE SUM OF RATIOS OF EACH SEPARATED OCCUPANCY DOES NOT EXCEED 1 PER FLOOR PERIBC 508.4.2.NO SEPARATION IS REQUIRED FOR AN ACCESSORY USE WITH AN AGGREGATE AREA LESS THAN10% OF THE MAIN USE GROUP. INCIDENTAL ACCESSORY OCCUPANCY AREAS HAVE BEENPROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 509.A ONE HOUR HORIZONTAL ASSEMBLY PER THE REQUIREMENTS OF IBC 420.3, 508.4, 711.2.4.1, &711.2.4.3 SEPARATES EACH LEVEL.1 HOUR FIRE RATED WALLS SEPARATING DWELLING & SLEEPING UNITS ARE PROVIDED PER THEREQUIREMENTS OF IBC 420.2, TABLE 601, & 708.3MEANS OF EGRESS:THE BUILDING MEETS ALL MEANS OF EGRESS REQUIREMENTS. SEE SHEETS LS1.02 THROUGHLS1.07 FOR MEANS OF EGRESS COMPONENT DATA TABULATED BY FLOOR, USE ANDOCCUPANCY LOADFIRE PROTECTION FEATURES:THE ENTIRE BUILDING IS PROVIDED WITH A SUPERVISED FULLY AUTOMATIC FIRE SPRINKLERSYSTEM IN ACCORDANCE WITH NFPA 13. A CLASS 1 STANDPIPE IS LOCATED IN EACHSTAIRWELL. FIRE ALARM, SMOKE, AND CARBON MONOXIDE DETECTION SYSTEMS ARE PROVIDEDPER APPLICABLE CODES.DRAFTSTOPPING IN FLOORS: IBC 718.3.2, EXCEPTION 1, EXCLUDES THE REQUIREMENT FORDRAFSTOPPING WHEN THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATICSPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. (NFPA13)CODE ANALYSISUNIT TYPEKINGLEVEL1TOTAL GUEST ROOMSQUEEN QUEENHOTEL GUEST ROOM MATRIX5511TOTAL6047113KING ACC13QUEEN QUEEN ACC003MINIMUM NUMBER: 5% PER 521 CMR 8.4NUMBER OF ACCESSIBLE ROOMS OR SUITES WITH WHEEL-IN SHOWER PER 521 CMR 8.4.4SLEEPING ACCOMODATIONS FOR PERSONS WHO ARE DEAF OR HARD OF HEARING PER521 CMR 8.4.5, 8.6Building Area Modifications - IBC Section 506P: Perimeter of entire buildingBUILDING HEIGHTS AND AREASF: Open Building perimeterW: Width of public way/open spaceIf: Area Increase due to frontage = (F/P - 0.25)(W/30)TYPE I-A CONSTRUCTION; USE GROUP A-2At: Tabular building area per story (per Table 503)= 1064-3"= 1064-3"= 30'-0"= 0.75= UL= ULTYPE V-A CONSTRUCTION; USE GROUP R-1 & R-2At: Tabular building area per story (per Table 506.2)= 45,000 sq.ft.= 36,000 sq.ft.Allowable Building Height/Story limitation (Table 503)= ULAa: Allowable building area per story = At + (NS x If) Allowable Building Height/Story limitation (Table 503)= 70'/4 story= 70' / 4 storyNS: Tabular building area per story(for non-sprinklered building per Table 506.2) =12,000 sq.ftTYPE V-A CONSTRUCTION; USE GROUP S-2At: Tabular building area per story (per Table 506.2)= 78,750 sq.ft.= 63,000 sq.ft.Aa: Allowable building area per story = At + (NS x If) Allowable Building Height/Story limitation (Table 503)= 70'/5 story= 70' / 5 storyNS: Tabular building area per story(for non-sprinklered building per Table 506.2) =21,000 sq.ftTYPE V-A CONSTRUCTION; USE GROUP MAt: Tabular building area per story (per Table 506.2)= 52,500 sq.ft.= 42,000 sq.ft.Aa: Allowable building area per story = At + (NS x If) Allowable Building Height/Story limitation (Table 503)= 70'/4 story= 70' / 4 storyNS: Tabular building area per story(for non-sprinklered building per Table 506.2) =14,000 sq.ftAa: Allowable building area per story = At + (NS x If) TYPE V-A CONSTRUCTION; USE GROUP A-2At: Tabular building area per story (per Table 506.2)= 43,125 sq.ft.= 34,500 sq.ft.Aa: Allowable building area per story = At + (NS x If) Allowable Building Height/Story limitation (Table 503)= 70'/3 story= 70' / 3 storyNS: Tabular building area per story(for non-sprinklered building per Table 506.2) =11,500 sq.ftTYPE V-A CONSTRUCTION; USE GROUP BAt: Tabular building area per story (per Table 506.2)= 67,500 sq.ft.= 54,000 sq.ft.Aa: Allowable building area per story = At + (NS x If) Allowable Building Height/Story limitation (Table 503)= 70'/4 story= 70' / 4 storyNS: Tabular building area per story(for non-sprinklered building per Table 506.2) =18,000 sq.ftNASLAB ON GRADE, 2-HR LEVEL 2FLOOR LEVELS 1 & 2:TYPE V-A CONSTRUCTIONBUILDING ELEMENTREQUIREDSTRUCTURAL FRAME1BEARING WALLSFLOOR CONSTRUCTIONROOF CONSTRUCTIONNONBEARING WALLS1PROVIDED EXTERIOR*1 INTERIOR1 EXTERIOR*0 INTERIOR000FLOOR LEVELS 3, 4, 5, 6:111111R2-APARTMENTSCCCB-BUSINESSBCCM-MERCANTILEBCCS2-PARKING GARAGECCC000018143411341REQUIRED GROUP 2A UNITSONE BEDROOMONE BEDROOM + DEN2 BEDROOM TOTAL3REQ'DPROV'DROOM NUMBERS133R-486ACCESSIBLE UNIT MATRIX - MOBILITYUNIT TYPEREQ'DPROV'DUNIT NUMBERSR-497, R-6922ACCESSIBLE UNIT MATRIX - COMMUNICATION FEATURES2R-5822MINIMUM NUMBER: 5% PER 521 CMR 9.4SLEEPING ACCOMODATIONS FOR PERSONS WHO ARE DEAF OR HARD OF HEARING2% PER 521 CMR 9.71LEVEL2LEVEL3LEVEL4LEVEL51R-381ONE BEDROOMONE BEDROOM + DEN2 BEDROOM TOTAL2Mixed Occupancies Nonseparated - IBC Section 506.5.2 & 508.3.2StoryGroupTabular BldgActual BldgAllowable BldgAreaActual heightAllowableArea / StoryArea (s.f.)Area / StoryRatiosheight1A-2UL48,273UL-18'-0"2storiesStoryGroupActual heightAllowableheight3R-145,00012'-0"1storiesTotal sum of ratios</= 3Permitted types of constructionIA, IB, IIA,IIB, IIIA, IIIB, IVType specifiedIA & VAMIXED OCCUPANCIESAreaRatios36,000Tabular BldgArea / StoryActual BldgArea (s.f.)Allowable BldgArea / Story2.939146,713 s.f.Total 3-6Mixed Occupancies Separated - IBC Section 506.2.4 & 508.4.2R-210,07745,000.22336,000Total sum of ratios</= 1.830PER STORY (Per 508.4.2)70ft.4storiesS-229,62078,750.37663,0004,547.1014R-1.31222'-0"2stories32'-0"3stories36,00045,000R-2.38436,00045,000Total sum of ratios</= 1.703PER STORY (Per 508.4.2)5R-136,00045,000R-236,00045,000Total sum of ratios</= 1PER STORY (Per 508.4.2)43'-0"4stories6R-136,00045,000R-236,00045,000Total sum of ratios</= 1PER STORY (Per 508.4.2)70ft.4stories70ft.4stories70ft.4stories14,05517,302225,514 s.f.Total Building AreaA-2B34,50054,00043,12567,5002,4401,823.056.027A-32,049.04734,50043,1252S-2UL30,528UL-ULTotal 1-278,801 s.f.34LEVEL600000181411191501UNIT TYPEONE BEDROOMTOTAL UNITSTWO BEDROOMRESIDENTIAL UNIT BREAKDOWN24816TOTAL103756ONE BEDROOM ACCTWO BEDROOM ACC00000110001010011311111616ONE BED + DEN16ONE BED + DEN ACC000010112232LEVEL1LEVEL2LEVEL3LEVEL4LEVEL5LEVEL60000000.312.38414,05517,302.312.38414,05517,302S-136252,500.00742,000TYPE V-A CONSTRUCTION; USE GROUP S-1At: Tabular building area per story (per Table 506.2)= 52,500 sq.ft.= 42,000 sq.ft.Aa: Allowable building area per story = At + (NS x If) Allowable Building Height/Story limitation (Table 503)= 70'/5 story= 70' / 4 storyNS: Tabular building area per story(for non-sprinklered building per Table 506.2) =14,000 sq.ft.703S-136252,500.00742,000.703S-136252,500.00742,0006H-307,H-407,H-507H-444, H-544,H-644LEVEL 1 F.F.E = 0'-0" (ELEV 14'-0")LEVEL 2 F.F.E=9'-0" (ELEV : 23'-0")LEVEL 1 F.F.E=VARIES (ELEV VARIES)LEVEL 4 F.F.E=30'-0" (ELEV : 44'-0")LEVEL 5 F.F.E=40'-0"(ELEV : 54'-0")ROOF T.O. BEAM=61'-0"(ELEV : 75'-0")LEVEL 6 F.F.E=50'-0" (ELEV : 64'-0")LEVEL 3 F.F.E=18'-0" (ELEV : 32'-0")HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL BREAKFAST, FITNESS,BACK OF HOUSEAND GUESTROOMS- TYPE VAHOTEL LOBBY, POOL,AND BACK OF HOUSE - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VARESIDENTIAL APARTMENTS - TYPE VARESIDENTIAL APARTMENTS - TYPE VARESIDENTIAL APARTMENTS - TYPE VARESIDENTIAL APARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVE HORIZONTAL ASSEMBLYSEPERATE TYPE IA PODIUM FROM 4 STORY TYPE VA BUILDING ABOVELEVEL 4 F.F.E=30'-0" (ELEV : 44'-0")LEVEL 5 F.F.E=40'-0"(ELEV : 54'-0")ROOF T.O. BEAM=61'-0"(ELEV : 75'-0")LEVEL 6 F.F.E=50'-0" (ELEV : 64'-0")LEVEL 3 F.F.E=18'-0" (ELEV : 32'-0")GRADE PLANE52'-0" BUILDING HEIGHT(70'-0", 4 STORIES PERMITTED)
06-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.01LIFE SAFETYBLDG CODEINFOKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:00:18 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts 1/16" = 1'-0"DIAGRAMATIC BUILDING SECTION1
WALL SEPARATION LEGEND1/2 HOUR MIN. FIRE RATED SEPARATION2 HOUR MIN. FIRE RATED SEPARATION1 HOUR MIN. FIRE RATED SEPARATIONOCCUPANCY LEGENDASSEMBLY A-2 OCCUPANCYASSEMBLY A-3 OCCUPANCYRESIDENTIALHOTEL R-1 OCCUPANCYRESIDENTIAL APARTMENTS R-2 OCCUPANCYBUSINESS B OCCUPANCYMERCANITLE M OCCUPANCYSTORAGE S OCCUPANCYPARKING S-2 OCCUPANCY2 HOUR FIRE BARRIER PERIBC 713 WITH 90 MIN. FIRERATED OPENINGPROTECTIVES1 HOUR RATED FIREBARRIER WITH 45 MIN.OPENING PROTECTIVESELECTRICAL ROOMINTERIOR EXIT STAIRWAYENCLOSURE IS A 2 HOUR RATEDFIRE BARRIER PER IBC 1023, WITH90 MIN. OPENING PROTECTIVES PERIBC TABLE 716.5EXIT ENCLOSURE IS A 2HOUR RATED FIREBARRIER PER IBC 1023,WITH 90 MIN. OPENINGPROTECTIVES PER IBC716.52 HOUR FIRE BARRIER PER IBC713 WITH 90 MIN. FIRE RATEDOPENING PROTECTIVESELEVATOR, & MACHINE ROOM1 HOUR RATED FIREBARRIER WITH 45 MIN.OPENING PROTECTIVESELECTRICAL ROOM1 HOUR RATED FIREBARRIER WITH 45 MIN.OPENING PROTECTIVESPOOL EQUIPMENT ROOMEXIT PASSAGEWAY ENCLOSURE ISA 2 HOUR RATED FIRE BARRIER PERIBC 1024.3, WITH 90 MIN. OPENINGPROTECTIVES PER IBC TABLETABLE 716.52 HOUR RATED FIREBARRIER WITH 90 MIN.OPENING PROTECTIVESEMERGENCY GENERATOR ROOMHOTEL EXIT 2HOTELENTRANCE 1RESTAURANTEXIT 1RESTAURANT EXIT 2FUTURE AS NEEDED IF 2EXITS REQUIRED FROMSPACE BASED ON TENANTOCCUPANCY LOADSTAIR 1STAIR 2G-1 EXIT 2G-1 EXIT 1RETAILEXIT 1RETAILEXIT 2RETAILEXIT 3EXIT ACCESS TR
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"STAIR 2 EXIT 1EXIT ACCESS TRAVELDISTANCE = 114'-2"EXIT ACCESS TRAVELDISTANCE = 62'-6"EXIT ACCESS TRAVELDISTANCE = 68'-8"COMMON PATH OFEGRESS TRAVEL =49-4"ELEV: 16.03'ELEV: 15.25'ELEV: 14'ELEV: 15.25'ELEV: 14'EXIT DISCHARGE FROM STAIR 2 & EXIT PASSAGEWAYPROVIDES A DIRECT PATH OF EGRESS TRAVEL TO GRADEPER IBC 1028.1 WHERE AREA UNDER BUILDING ISPERMANENTLY APPROPRIATED FOR PUBLIC USE & HAS ACLEAR WIDTH & HEIGHT OF NOT LESS THAN 10 FEET.POOL SURFACE =426 sf50sf/OCC = 9OCCUPANTS (IBC 1004)POOL DECK =907 sf15sf/OCC = 61OCCUPANTS (IBC 1004)POOL - A-3S-2 PARKING GARAGE7,023 sf60sf/OCC = 117OCCUPANTS (IBC 1004)RETAIL - M4,432 sf15sf/OCC= 296 OCCUPANTS (IBC1004)1,725 sf15sf/OCC= 115 OCCUPANTS (IBC 1004)LOBBY - A-2555 sf AT 100sf/OCC= 6 OCCUPANTS(IBC 1004)OFFICES - BRESTAURANT - A-227,808 sf200sf/OCC = 139OCCUPANTS (IBC 1004)R-2 (LOBBY)560 sf200sf/OCC = 3 OCCUPANTS(IBC 1004)EXIT #1 - HOTEL ENTRANCE 1HOTEL EGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - HOTEL EXIT 234"DOOR CAPACITY NOTES:1. THE MAIN ENTRANCE/EXIT WIDTH FOR THIS ASSEMBLY OCCUPANCY ACCOMMODATESONE-HALF OF THE TOTAL OCCUPANT LOAD, PER IBC 1005.52. ADDITIONAL EXITS ACCOMMODATE NOT LESS THAN ONE-HALF THE TOTAL OCCUPANT LOADSERVED BY THE FIRST FLOOR LEVEL, PER IBC 1005.5OCCUPANTSSERVED72"170360CLEAR OPENINGCAPACITYTOTAL FIRST FLOOR106"530NOTE 1NOTE 2NOTES9898196EXIT #1 - RESTUARANT EXIT 1RESTAURANT EGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - RESTAURANT EXIT 234"DOOR CAPACITY NOTES:1. THE MAIN ENTRANCE/EXIT WIDTH FOR THIS ASSEMBLY OCCUPANCY ACCOMMODATESONE-HALF OF THE TOTAL OCCUPANT LOAD, PER IBC 1005.52. ADDITIONAL EXITS ACCOMMODATE NOT LESS THAN ONE-HALF THE TOTAL OCCUPANT LOADSERVED BY THE FIRST FLOOR LEVEL, PER IBC 1005.5OCCUPANTSSERVED68"340170CLEAR OPENINGCAPACITYTOTAL FIRST FLOOR102"510NOTE 1NOTE 2NOTES148148296EXIT #1 - RETAIL EXIT 1RETAIL EGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - RETAIL EXIT 2DOOR CAPACITY NOTES:1. THE MAIN ENTRANCE/EXIT WIDTH FOR THIS MERCANTILE OCCUPANCY ACCOMMODATESONE-HALF OF THE TOTAL OCCUPANT LOAD, PER IBC 1005.52. ADDITIONAL EXITS ACCOMMODATE NOT LESS THAN ONE-HALF THE TOTAL OCCUPANT LOADSERVED BY THE FIRST FLOOR LEVEL, PER IBC 1005.5OCCUPANTSSERVED68"340CLEAR OPENINGCAPACITYTOTAL FIRST FLOOR204"1020NOTE 1NOTE 2NOTES391173 - RETAIL EXIT 3NOTE 268"68"3403403939EXIT #1 - G-1 EXIT 1PARKING GARAGE EGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - G-1 EXIT 234"DOOR CAPACITY NOTES:1. THE MAIN ENTRANCE/EXIT WIDTH FOR THIS ASSEMBLY OCCUPANCY ACCOMMODATESONE-HALF OF THE TOTAL OCCUPANT LOAD, PER IBC 1005.52. ADDITIONAL EXITS ACCOMMODATE NOT LESS THAN ONE-HALF THE TOTAL OCCUPANTLOAD SERVED BY THE FIRST FLOOR LEVEL, PER IBC 1005.53.STAIR 2 EXIT 1 DOOR IS SIZED TO ACCOMMODATE OCCUPANT LOAD FROM LEVEL 3EXITING STAIR 2.4.TOTAL CAPACITY FROM LEVEL 1 PARKING GARAGE IS 340 OCCUPANTS UTILIZINGG-1 EXIT 1 & G-1 EXIT 2OCCUPANTSSERVED34"170170CLEAR OPENINGCAPACITYTOTAL FIRST FLOOR68"340NOTE 1NOTE 2NOTES70701403 - STAR 2 EXIT 144" MIN CLEAR220214NOTE 3NOTE 4MEANS OF EGRESS COMPONENTS - CAPACITY PER FLOORSTAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"CORRIDOR CAPACITY=50% MIN OF OCCUPANT LOAD (IBC 1005.5)MINIMUM COMPONENT WIDTH REQUIREMENTS LISTED ARE THE GREATER OF MINIMUMSREQUIRED PER REFERENCED CODES (IBC 1005.2) OR CALCULATED WIDTHS USING THEFOLLOWING EGRESS CAPACITY FACTORS (IBC 1005.3):EGRESS COMPONENTREQUIRED *CODE REFERENCEPROVIDEDNO. OF EXITS & EXIT DOORWAYS2 PER FLOORTABLE 1006.3.1EGRESS STAIR WIDTHIBC 1005.1/1011.2>244" MIN.CORRIDOR WIDTH44" MIN.EGRESS DOOR WIDTH32" (CLEAR)>44">32" (CLEAR)IBC 1005.3.2, 1020.2>44"SEE EGRESS CAPACITY CALCSEXIT PASSAGEWAY WIDTH44" (MIN)>44" (CLEAR)IBC 1005.3.2, 1024.2LEVEL 1 HOTEL OCCUPANT LOADMEANS OF EGRESS (NON-SEPERATED)LEVEL 1 HOTEL OCCUPANCIES RM.#FLOORROOM NAMEAREASF/PERSONOCC.LOADLOBBYLOUNGECONNECT & PRINTMARKET172515 NET115TOTAL LEVEL 1 HOTEL OCCUPANCY LOADPOOL - A342650 GROSS9POOLFUNCTION OF SPACEDECK - A390715 GROSS61BUSINESS - BREGISTRATIONWORKROOMOFFICE555100 GROSS6ASSEMBLY - UNCONCENTRATED - A2BUSINESS - B92100 GROSSVALET1ACCESSORY - S2175300 GROSSSTORAGE196300 GROSSPOOL EQUIP.194300 GROSSELECTRICALACCESSORY -S1ACCESSORY11195* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL20' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4PROVIDED<20'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 1 RESTAURANT OCCUPANT LOADMEANS OF EGRESS (NON-SEPERATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL20' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4PROVIDED<20'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 1RESTAURANT OCCUPANCYRESTAURANT443215 NET296ASSEMBLY - UNCONCENTRATED - A2TOTAL LEVEL 1 RESTAURANT OCCUPANCY LOAD296LEVEL 1 RETAIL OCCUPANT LOADMEANS OF EGRESS (NON-SEPERATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'TOTAL LEVEL 1 RETAIL OCCUPANCY LOADLEVEL 1RETAIL OCCUPANCYRETAIL702360 GROSS117MERCANTILE - M117LEVEL 1 PARKING GARAGE OCCUPANT LOADMEANS OF EGRESS (NON-SEPERATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.100' MAX.IBC TABLE 1006.2.1IBC 1020.4PROVIDED<50'<100'EXIT ACCESS400' MAX.IBC TABLE 1017.2<400'TOTAL LEVEL 1 PARKING GARAGE OCCUPANCY LOAD139LEVEL 1PARKING OCCUPANCYPARKING27808200 GROSS139PARKING GARAGES S-2RM.#FLOORROOM NAMEAREASF/PERSONOCC.LOADFUNCTION OF SPACERM.#FLOORROOM NAMEAREASF/PERSONOCC.LOADFUNCTION OF SPACERM.#FLOORROOM NAMEAREASF/PERSONOCC.LOADFUNCTION OF SPACE06-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.02LIFE SAFETYLVL 1 FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:04:17 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsFLOOR LEVEL 1 CODE PLANS ELEVATION VARIES1A1/32" = 1'-0"LEVEL 1 OCCUPANT LOAD PLAN1B1/32" = 1'-0"LEVEL 1 EGRESS PLAN1/32" = 1'-0"LEVEL 1 FIRE PROTECTION PLAN1CNORTHPLAN
23.023.023.032.032.026.021.516.3315.33S-2 PARKING GARAGE27,713 sf200sf/OCC = 139OCCUPANTS (IBC 1004)WALL SEPARATION LEGEND1/2 HOUR MIN. FIRE RATED SEPARATION2 HOUR MIN. FIRE RATED SEPARATION1 HOUR MIN. FIRE RATED SEPARATIONOCCUPANCY LEGENDASSEMBLY A-2 OCCUPANCYASSEMBLY A-3 OCCUPANCYRESIDENTIALHOTEL R-1 OCCUPANCYRESIDENTIAL APARTMENTS R-2 OCCUPANCYBUSINESS B OCCUPANCYMERCANITLE M OCCUPANCYSTORAGE S OCCUPANCYPARKING S-2 OCCUPANCY23.023.023.032.032.026.021.516.3315.332 HOUR FIRE BARRIER PER IBC713 WITH 90 MIN. FIRE RATEDOPENING PROTECTIVESELEVATOREXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5HORIZONTAL ASSEMBLY ABOVE3 HOUR FIRE RESISTANCE RATEDASSEMBLY ABOVE(CONTINUOUS AT FLOOR ELEVATION32'-0")23.023.023.032.032.026.021.516.3315.33EXIT ACCESS TRAVEL DISTANCE = 198'-0"EXIT ACCESS TR
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"STAIR 1STAIR 2COMMON PATH OFEGRESS TRAVEL = 34'-11"EXIT #1 - STAIR 1 EXIT DOOREGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - STAIR 2 EXIT DOOR34"DOOR CAPACITY NOTES:1. EACH EXIT ACCOMMODATES NOT LESS THAN ONE-HALF THE TOTAL OCCUPANT LOADSERVED BY LEVEL 2 PARKING GARAGE, PER IBC 1005.5OCCUPANTSSERVED34"170170CLEAR OPENINGCAPACITYTOTAL FIRST FLOOR68"340NOTE 1NOTES7070140NOTE 1EXIT #1 - STAIR 1EGRESS STAIR CAPACITY CALCULATIONS:STAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"2 - STAIR 264"STAIR CAPACITY NOTES:1.STAIR 2 IS SIZED TO ACCOMMODATE OCCUPANT LOAD FROM LEVEL 3 AT ELEVATION 32'-0"& DOWN.OCCUPANTSSERVED44"213146CLEAR WIDTHCAPACITYTOTAL FIRST FLOOR108"359NOTES7070140NOTE 1MEANS OF EGRESS COMPONENTS - CAPACITY PER FLOORSTAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"CORRIDOR CAPACITY=50% MIN OF OCCUPANT LOAD (IBC 1005.5)MINIMUM COMPONENT WIDTH REQUIREMENTS LISTED ARE THE GREATER OF MINIMUMSREQUIRED PER REFERENCED CODES (IBC 1005.2) OR CALCULATED WIDTHS USING THEFOLLOWING EGRESS CAPACITY FACTORS (IBC 1005.3):EGRESS COMPONENTREQUIRED *CODE REFERENCEPROVIDEDNO. OF EXITS & EXIT DOORWAYS2 PER FLOORTABLE 1006.3.1EGRESS STAIR WIDTHIBC 1005.1/1011.2344" MIN.CORRIDOR WIDTH44" MIN.EGRESS DOOR WIDTH32" (CLEAR)>44">32" (CLEAR)IBC 1005.3.2, 1020.2>44"SEE EGRESS CAPACITY CALCSEXIT PASSAGEWAY WIDTH44" (MIN)>44" (CLEAR)IBC 1005.3.2, 1024.2LEVEL 2 PARKING GARAGE OCCUPANT LOADMEANS OF EGRESS (NON-SEPERATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.100' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<100'EXIT ACCESS400' MAX.IBC TABLE 1017.2<400'LEVEL 2PARKING OCCUPANCYPARKING GARAGE27,713200 GROSS139PARKING GARAGES S-2TOTAL LEVEL 2 PARKING GARAGE OCCUPANCY LOAD139ROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOAD06-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.03LIFE SAFETYLVL 2 FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:09:10 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsNORTHPLAN1/32" = 1'-0"LEVEL 2 OCCUPANT LOAD PLANFLOOR LEVEL 2 CODE PLANS ELEVATION 23'-0"1/32" = 1'-0"LEVEL 2 EGRESS PLAN1/32" = 1'-0"LEVEL 2 FIRE PROTECTION PLAN2C2B2A
WALL SEPARATION LEGEND1/2 HOUR MIN. FIRE RATED SEPARATION2 HOUR MIN. FIRE RATED SEPARATION1 HOUR MIN. FIRE RATED SEPARATIONOCCUPANCY LEGENDASSEMBLY A-2 OCCUPANCYASSEMBLY A-3 OCCUPANCYRESIDENTIALHOTEL R-1 OCCUPANCYRESIDENTIAL APARTMENTS R-2 OCCUPANCYBUSINESS B OCCUPANCYMERCANITLE M OCCUPANCYSTORAGE S OCCUPANCYPARKING S-2 OCCUPANCY1/2 HOUR MIN. FIREPARTITION PER IBC708.3 EXCEPTION 1,& TABLE 1020.1WITH 20 MIN. FIRERATED OPENINGPROTECTION PERTABLE 716.5CORRIDOR1 HOUR FIRE PARTITIONPER IBC 420.2, TABLE601 & 708.3, WITH 45MIN. FIRE RATEDOPENING PROTECTIONPER IBC 716.5GUESTROOM SEPARATIONSHAFTS SEPARATED WITH A2 HOUR FIRE BARRIER PERIBC 713EXIT ENCLOSURE IS A 2HOUR RATED FIRE BARRIERPER IBC 1023, WITH 90 MIN.OPENING PROTECTIVESPER IBC 716.52 HOUR FIRE BARRIER PER IBC713.4 WITH 90 MIN. FIRE RATEDOPENING PROTECTIVESELEVATOR & LINEN CHUTESHAFTS SEPARATEDWITH A 2 HOUR FIREBARRIER PER IBC 713EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC 1023,WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.51 HOUR FIRE BARRIER PER IBCTABLE 508.4, SEPARATING B &S-2 OCCUPANCIES1 HOUR FIRE BARRIER PER IBCTABLE 508.4, SEPARATING R &S-2 OCCUPANCIES WITH 45MIN. FIRE RATED OPENINGPROTECTION PER IBC 716.51 HOUR HORIZONTALASSEMBLY OVER PARKINGSPACES PER IBC TABLE508.4, SEPARATING R-1 & S-2OCCUPANCIES1 HOUR HORIZONTAL ASSEMBLYOVER PARKING SPACES PER IBCTABLE 508.4, SEPARATING R-2 &S-2 OCCUPANCIES1 HOUR FIRE BARRIER PER IBC TABLE 508.4,SEPARATING R-1 & A OCCUPANCIES WITH 45 MIN.FIRE RATED OPENING PROTECTION PER IBC 716.51 HOUR FIRE BARRIER PERIBC TABLE 508.4,SEPARATING R-1 & BOCCUPANCIES WITH 45MIN. FIRE RATED OPENINGPROTECTION PER IBCTABLE 716.51 HOUR HORIZONTALASSEMBLY ABOVE PER IBCTABLE 508.4, SEPARATING R-1& A OCCUPANCIES1 HOUR HORIZONTALASSEMBLY ABOVE PER IBCTABLE 508.4, SEPARATINGR-1 & B OCCUPANCIES1 HOUR HORIZONTALASSEMBLY ABOVE PER IBC711.2.4.3, TYPICAL1 HOUR HORIZONTALASSEMBLY ABOVE PER IBCTABLE 508.4, SEPARATING R-2 &S-2 OCCUPANCIESSHAFTS SEPARATEDWITH A 2 HOUR FIREBARRIER PER IBC 7132 HOUR FIRE BARRIER PER IBC713.13.4 WITH 90 MIN. FIRERATED OPENING PROTECTIVESLINEN CHUTE DISCHARGE ROOMSHAFTS SEPARATEDWITH A 2 HOUR FIREBARRIER PER IBC 7131 HOUR FIRE BARRIER PER IBCTABLE 508.4, SEPARATING R &S-2 OCCUPANCIES WITH 45MIN. FIRE RATED OPENINGPROTECTION PER IBC 716.5EXIT ACCESS TRAVEL
DISTANCE = 123'-10"EXIT ACCESS TRAVEL DISTANCE = 159'-6"EXIT ACCESS TRAVELDISTANCE = 142'-3"EXIT ACCESS TRAVELDISTANCE = 93'-11"COMMON PATH OFEGRESS TRAVEL = 18'-0"EXIT ACCESS TRAVELDISTANCE = 143'-4"EXIT ACCESS TRAVEL
DISTANCE = 186'-10"
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"EXIT ACCESS TRAVELDISTANCE = 111'-5"EXIT ACCESS TRAVELDISTANCE = 123'-0"COMMON PATH OFEGRESS TRAVEL =73'-5"COMMON PATHOF EGRESSTRAVEL = 55'-0"COMMON PATH OFEGRESS TRAVEL = 58'-6"COMMON PATH
OF EGRESS
TRAVEL = 39'-0"STAIR 1STAIR 2STAIR 3G-3 EXIT 1G-3EXIT 2ELEV: 32'ELEV: 32'UNITEXIT 4UNITEXIT 3UNITEXIT 2UNITEXIT 14,547 sf200sf/OCC = 23 OCCUPANTS (IBC 1004)HOTEL - R-16,558 sf200sf/OCC = 33 OCCUPANTS (IBC 1004)RESDIENTIAL - R-2750 sf300sf/OCC= 3 OCCUPANTS(IBC 1004)STORAGES-2233 sf300sf/OCC= 1 OCCUPANTS(IBC 1004)S-21,823 sf100sf/OCC= 19 OCCUPANTS(IBC 1004)B.O.H/LAUNDRY - B1,049 sf50sf/OCC= 21 OCCUPANTS(IBC 1004)FITNESS - A-3281sf300sf/OCC= 1 OCCUPANTS(IBC 1004)STORAGE - S-2247sf300sf/OCC= 1 OCCUPANTS(IBC 1004)STORAGE - S-22,440 sf15sf/OCC= 163 OCCUPANTS (IBC 1004)BREAKFAST - A-228,342 sf200sf/OCC = 142OCCUPANTS (IBC 1004)S-2 PARKING GARAGE1,000 sf50sf/OCC= 20 OCCUPANTS(IBC 1004)FITNESSA-3R-2 (ON STREET)3,519 sf200sf/OCC = 18 OCCUPANTS(IBC 1004)LEVEL 3 HOTEL GUESTROOM RESIDENTIAL R-1 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR50' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 2
HOTEL ROOM
OCCUPANCY
GUESTROOMS4,452200 GROSS23RESIDENTIAL - R1TOTAL LEVEL 3 HOTEL RESIDENTIAL GUESTROOM OCCUPANCY LOAD23LEVEL 3 HOTEL ASSEMBLY OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF EGRESS TRAVEL20' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4PROVIDED<20'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 3
ASSEMBLY
OCCUPANCY
BREAKFAST, KITCHEN2,44015 NET163ASSEMBLY - UNCONCENTRATED A-2TOTAL LEVEL 3 HOTEL ASSEMBLY OCCUPANCY LOAD184FITNESS1,04950 GROSS21EXERCISE ROOMS A-3LEVEL 3 HOTEL BUSINESS OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR50' MAX.100' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<100'EXIT ACCESS300' MAX.IBC TABLE 1017.2<300'LEVEL 2HOTEL BUSINESS OCCUPANCY
BREAK ROOM, LINEN,LAUNDRY1,823100 GROSS19BUSINESS -BTOTAL LEVEL 2 HOTEL BUSINESS USE OCCUPANCY LOAD19LEVEL 3 HOTEL STORAGE OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR50' MAX.100' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<100'EXIT ACCESS400' MAX.IBC TABLE 1017.2<400'LEVEL 2HOTEL STORAGE OCCUPANCY
STORAGE ROOMS528300 GROSS2STORAGE S-2TOTAL LEVEL 2 HOTEL STORAGE USE OCCUPANCY LOAD2LEVEL 3 APARTMENT RESIDENTIAL R-2 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR50' MAX.125' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<125'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 2APARTMENT OCCUPANCYAPARTMENTS6,558200 GROSS33RESIDENTIAL - R2TOTAL LEVEL 3 APARTMENT RESIDENTIAL OCCUPANCY LOAD51LEVEL 3 APARTMENT STORAGE OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR50' MAX.100' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<100'EXIT ACCESS400' MAX.IBC TABLE 1017.2<400'LEVEL 2HOTEL STORAGE OCCUPANCYSTORAGE ROOMS983300 GROSS4STORAGE S-2TOTAL LEVEL 3 APARTMENT STORAGE USE OCCUPANCY LOAD4LEVEL 3 PARKING GARAGE OCCUPANT LOADMEANS OF EGRESS (NON-SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR50' MAX.100' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<100'EXIT ACCESS400' MAX.IBC TABLE 1017.2<400'LEVEL 2PARKING OCCUPANCYPARKING GARAGE28,206200 GROSS142PARKING GARAGES S-2TOTAL LEVEL 3 PARKING GARAGE OCCUPANCY LOAD142LEVEL 3 RESIDENTIAL ASSEMBLY OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDOR20' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4PROVIDED<20'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 2ASSEMBLY OCCUPANCYTOTAL LEVEL 3 RESIDENTIAL ASSEMBLY OCCUPANCY LOAD20FITNESS1,00050 GROSS20EXERCISE ROOMS A-3ROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADCOMMON PATH OF EGRESS TRAVELCOMMON PATH OF EGRESS TRAVELCOMMON PATH OF EGRESS TRAVELCOMMON PATH OF EGRESS TRAVELCOMMON PATH OF EGRESS TRAVELCOMMON PATH OF EGRESS TRAVELCOMMON PATH OF EGRESS TRAVELROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADON STREETAPARTMENTS3,519200 GROSS18RESIDENTIAL - R2MEANS OF EGRESS COMPONENTS - CAPACITY PER FLOORSTAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"CORRIDOR CAPACITY=50% MIN OF OCCUPANT LOAD (IBC 1005.5)MINIMUM COMPONENT WIDTH REQUIREMENTS LISTED ARE THE GREATER OF MINIMUMSREQUIRED PER REFERENCED CODES (IBC 1005.2) OR CALCULATED WIDTHS USING THEFOLLOWING EGRESS CAPACITY FACTORS (IBC 1005.3):EXIT #1 - STAIR 1 EXIT DOOREGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - STAIR 2 EXIT DOOR34"DOOR CAPACITY NOTES:1. DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (A-2,A-3,R-1, B & S-2 OCCUPANCIES = 228 TOTAL OCCUPANTS÷2 = 114 OCCUPANTS EXITING THROUGH STAIR 1EXIT DOOR)2.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING (114 OCCUPANTS) & HALF OFOCCUPANTS IN RESIDENTIAL WING (R-2, A-3 & S-2 OCCUPANCIES = 53 TOTAL OCCUPANTS÷2 = 27 OCCUPANTS). THEREFORE 141 OCCUPANTS EXIT THROUGH STAIR 2EXIT DOOR.3.DOOR SERVES HALF OF OCCUPANTS FROM PARKING GARAGE ONLY = 73 OCCUPANTS4.DOOR SERVES HALF OF OCCUPANTS FROM PARKING GARAGE ONLY = 73 OCCUPANTS5.DOOR SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING OF BUILDING (R-2, STREETLEVEL R-2 & S-2 OCCUPANCIES =36 TOTAL OCCUPANTS EXITINGTHROUGH STAIR 3 EXIT DOOR). OTHER HALF OF STREET LEVEL APARTMENT OCCUPANTSWILL EXIT THROUGH UNIT EXIT'S 1-4 TO STREETOCCUPANTSSERVED34"170170CLEAR OPENINGCAPACITYTOTAL FLOOR170"850NOTE 1NOTES114141437NOTE 23 - G-3 EXIT 1 DOOR34"17073NOTE 34 - G-3 EXIT 2 DOOR34"17073NOTE 45 - STAIR 3 EXIT DOOR34"17036NOTE 5EXIT #1 - STAIR 1EGRESS STAIR CAPACITY CALCULATIONS:STAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"2 - STAIR 266"STAIR CAPACITY NOTES:1. STAIR 1 SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (A-2,A-3,R-1, B & S-2 OCCUPANCIES = 228 TOTAL OCCUPANTS÷2 = 114 OCCUPANTS EXITING THROUGHSTAIR 1)2.STAIR 2 SERVES HALF OF OCCUPANTS IN HOTEL WING (114 OCC), HALF OF RESIDENTIALWING (27 OCC) AND HALF OF PARKING GARAGE (73 OCC) = 214 OCCUPANTS EXITING THROUGH STAIR 3 FROM LEVEL 2 DOWN)OCCUPANTSSERVED44"220146CLEAR WIDTHCAPACITYTOTAL FLOOR110"359NOTES114214328NOTE 1NOTE 2EGRESS COMPONENTREQUIRED *CODE REFERENCEPROVIDEDNO. OF EXITS & EXIT DOORWAYS2 PER FLOORTABLE 1006.3.1EGRESS STAIR WIDTHIBC 1005.1/1011.2344" MIN.CORRIDOR WIDTH44" MIN.EGRESS DOOR WIDTH32" (CLEAR)>44">32" (CLEAR)IBC 1005.3.2, 1020.2>44"SEE EGRESS CAPACITY CALCSEXIT PASSAGEWAY WIDTH44" (MIN)>44" (CLEAR)IBC 1005.3.2, 1024.206-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.04LIFE SAFETYLVL 3 FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:15:16 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsFLOOR LEVEL 3 CODE PLANS ELEVATION 32'-0"3A1/32" = 1'-0"LEVEL 3 OCCUPANT LOAD PLAN3B1/32" = 1'-0"LEVEL 3 EGRESS PLAN1/32" = 1'-0"LEVEL 3 FIRE PROTECTION PLAN3CNORTHPLAN
POOLACCUGENERATORROOF BELOW14,055 sf200sf/OCC = 71 OCCUPANTS (IBC 1004)HOTEL R-1RESIDENTIAL - R-2362 sf300sf/OCC = 2 OCCUPANTS (IBC 1004)STORAGE - S-217,302 sf200sf/OCC = 87 OCC (IBC 1004)WALL SEPARATION LEGEND1/2 HOUR MIN. FIRE RATED SEPARATION2 HOUR MIN. FIRE RATED SEPARATION1 HOUR MIN. FIRE RATED SEPARATIONOCCUPANCY LEGENDASSEMBLY A-2 OCCUPANCYASSEMBLY A-3 OCCUPANCYRESIDENTIALHOTEL R-1 OCCUPANCYRESIDENTIAL APARTMENTS R-2 OCCUPANCYBUSINESS B OCCUPANCYMERCANITLE M OCCUPANCYSTORAGE S OCCUPANCYPARKING S-2 OCCUPANCYPOOLACCUGENERATORROOF BELOW2 HOUR FIRE BARRIER PER IBC 713 WITH 90MIN. FIRE RATED OPENING PROTECTIVESELEVATOR & LINEN CHUTE2 HOUR FIRE BARRIER PER IBC 713 WITH 90MIN. FIRE RATED OPENING PROTECTIVESELEVATOREXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5SHAFTS SEPARATED WITH A 2 HOURFIRE BARRIER PER IBC 7131/2 HOUR MIN. FIRE PARTITION PERIBC 708.3 EXCEPTION 1, WITH 20 MIN.FIRE RATED OPENING PROTECTIONPER TABLE 716.5CORRIDOR1 HOUR FIRE PARTITION PER IBC 420.2,TABLE 601 & 708.3, WITH 45 MIN. FIRERATED OPENING PROTECTION PER IBC716.5GUESTROOM SEPARATION1 HOUR FIRE BARRIER WITH 45 MIN. FIRERATED OPENING PROTECTIVES PER IBC713.3.3LINEN CHUTE ROOM1/2 HOUR MIN. FIRE PARTITION PERIBC 708.3 EXCEPTION 1 & TABLE1020.1, WITH 20 MIN. FIRE RATEDOPENING PROTECTION PER TABLE716.5CORRIDOR1 HOUR FIRE PARTITION PER IBC 420.2,TABLE 601 & 708.3UNIT SEPARATION1 HOUR FIRE PARTITION PER IBC TABLE601UNIT LOAD BEARING WALLSSHAFTS SEPARATEDWITH A 2 HOUR FIREBARRIER PER IBC 7131 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITIONPER IBC TABLE 601EXTERIOR LOADBEARING WALLS1 HOUR FIRE PARTITIONPER IBC TABLE 601EXTERIOR LOADBEARING WALLS1 HOUR HORIZONTALASSEMBLY ABOVE PER IBC711.2.4.3, TYPICAL1 HOUR HORIZONTALASSEMBLY ABOVE PER IBC711.2.4.3, TYPICALPOOLACCUGENERATORROOF BELOWCOMMON PATH
OF EGRESS
TRAVEL = 39'-0"COMMON PATH OFEGRESS TRAVEL = 58'-6"EXIT ACCESS TRAVEL DISTANCE = 113'-3"EXIT ACCESS TRAVEL DISTANCE = 132'-2"STAIR 1STAIR 2STAIR 3COMMON PATH OFEGRESS TRAVEL =73'-5"COMMON PATHOF EGRESSTRAVEL = 55'-0"EXIT ACCESS TRAVEL
DISTANCE = 141'-11"
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"COMMON PATH OFEGRESS TRAVEL = 49'-7"EXIT ACCESS TRAVEL DISTANCE = 141'-4"LEVEL 4 HOTEL GUESTROOM RESIDENTIAL R-1 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 4HOTEL ROOM OCCUPANCYGUESTROOMS14,055200 GROSS71RESIDENTIAL - R1TOTAL LEVEL 4 HOTEL RESIDENTIAL GUESTROOM OCCUPANCY LOAD73LEVEL 4 APARTMENT RESIDENTIAL R-2 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.125' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<125'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 4APARTMENT OCCUPANCYAPARTMENTS17,302200 GROSS87RESIDENTIAL - R2TOTAL LEVEL 4 APARTMENT RESIDENTIAL OCCUPANCY LOAD87UTILITY/STORAGE362300 GROSS2ACCESSORY STORAGE S-1ROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADEXIT #1 - STAIR 1 EXIT DOOREGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - STAIR 2 EXIT DOOR34"DOOR CAPACITY NOTES:1.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (R-1 & SOCCUPANCIES = 73 TOTAL OCCUPANTS÷2 = 37 OCCUPANTS EXITING THROUGHDOOR)2.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING (37 OCC), AND HALF OFRESIDENTIAL WING (44 OCC) = 81 OCCUPANTS EXITING THROUGH STAIR 2 EXIT DOOR3.DOOR SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING = 44 OCCUPANTS EXITINGTHROUGH STAIR 3 EXIT DOOROCCUPANTSSERVED34"170170CLEAR OPENINGCAPACITYTOTAL FLOOR102"510NOTE 1NOTES3781162NOTE 25 - STAIR 3 EXIT DOOR34"17044NOTE 3EXIT #1 - STAIR 1EGRESS STAIR CAPACITY CALCULATIONS:STAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"2 - STAIR 244"STAIR CAPACITY NOTES:1. STAIR 1 SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (R-1 & SOCCUPANCIES = 73 TOTAL OCCUPANTS÷2 = 37 OCCUPANTS EXITING THROUGHSTAIR 1)2.STAIR 2 SERVES HALF OF OCCUPANTS IN HOTEL WING (37 OCC), AND HALF OFRESIDENTIAL WING (44 OCC) = 81 OCCUPANTS EXITING THROUGH STAIR 23.STAIR 3 SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING = 44 OCCUPANTS EXITINGTHROUGH STAIR 3OCCUPANTSSERVED44"146CLEAR WIDTHCAPACITYTOTAL FLOOR132"438NOTES3781162NOTE 1NOTE 21 - STAIR 344"14644NOTE 3146MEANS OF EGRESS COMPONENTS - CAPACITY PER FLOORSTAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"CORRIDOR CAPACITY=50% MIN OF OCCUPANT LOAD (IBC 1005.5)MINIMUM COMPONENT WIDTH REQUIREMENTS LISTED ARE THE GREATER OF MINIMUMSREQUIRED PER REFERENCED CODES (IBC 1005.2) OR CALCULATED WIDTHS USING THEFOLLOWING EGRESS CAPACITY FACTORS (IBC 1005.3):EGRESS COMPONENTREQUIRED *CODE REFERENCEPROVIDEDNO. OF EXITS & EXIT DOORWAYS2 PER FLOORTABLE 1006.3.1EGRESS STAIR WIDTHIBC 1005.1/1011.2344" MIN.CORRIDOR WIDTH44" MIN.EGRESS DOOR WIDTH32" (CLEAR)>44">32" (CLEAR)IBC 1005.3.2, 1020.2>44"SEE EGRESS CAPACITY CALCSEXIT PASSAGEWAY WIDTH44" (MIN)>44" (CLEAR)IBC 1005.3.2, 1024.206-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.05LIFE SAFETYLVL 4 FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:21:00 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsNORTHPLAN4A1/32" = 1'-0"LEVEL 4 OCCUPANT LOAD PLANFLOOR LEVEL 4 CODE PLANS ELEVATION 44'-0"4B1/32" = 1'-0"LEVEL 4 EGRESS PLAN1/32" = 1'-0"LEVEL 4 FIRE PROTECTION PLAN4C
WALL SEPARATION LEGEND1/2 HOUR MIN. FIRE RATED SEPARATION2 HOUR MIN. FIRE RATED SEPARATION1 HOUR MIN. FIRE RATED SEPARATIONOCCUPANCY LEGENDASSEMBLY A-2 OCCUPANCYASSEMBLY A-3 OCCUPANCYRESIDENTIALHOTEL R-1 OCCUPANCYRESIDENTIAL APARTMENTS R-2 OCCUPANCYBUSINESS B OCCUPANCYMERCANITLE M OCCUPANCYSTORAGE S OCCUPANCYPARKING S-2 OCCUPANCYPOOLACCUGENERATORROOF BELOW2 HOUR FIRE BARRIER PER IBC 713 WITH 90MIN. FIRE RATED OPENING PROTECTIVESELEVATOR & LINEN CHUTE2 HOUR FIRE BARRIER PER IBC 713 WITH 90MIN. FIRE RATED OPENING PROTECTIVESELEVATOREXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5SHAFTS SEPARATED WITH A 2 HOURFIRE BARRIER PER IBC 7131/2 HOUR MIN. FIRE PARTITION PERIBC 708.3 EXCEPTION 1, WITH 20 MIN.FIRE RATED OPENING PROTECTIONPER TABLE 716.5CORRIDOR1 HOUR FIRE PARTITION PER IBC 420.2,TABLE 601 & 708.3, WITH 45 MIN. FIRERATED OPENING PROTECTION PER IBC716.5GUESTROOM SEPARATIONLINEN CHUTE ROOMCORRIDOR1 HOUR FIRE PARTITION PER IBC 420.2,TABLE 601 & 708.3UNIT SEPARATION1 HOUR FIRE PARTITION PER IBC TABLE601UNIT LOAD BEARING WALLS1 HOUR FIRE BARRIER WITH 45 MIN. FIRERATED OPENING PROTECTIVES PER IBC713.3.31/2 HOUR MIN. FIRE PARTITION PERIBC 708.3 EXCEPTION 1 & TABLE1020.1, WITH 20 MIN. FIRE RATEDOPENING PROTECTION PER TABLE716.5SHAFTS SEPARATEDWITH A 2 HOUR FIREBARRIER PER IBC 7131 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITIONPER IBC TABLE 601EXTERIOR LOADBEARING WALLS1 HOUR FIRE PARTITIONPER IBC TABLE 601EXTERIOR LOADBEARING WALLS1 HOUR HORIZONTALASSEMBLY ABOVE PER IBC1 HOUR HORIZONTALASSEMBLY ABOVE PER IBC711.2.4.3, TYPICALPOOLACCUGENERATORROOF BELOWCOMMON PATH
OF EGRESS
TRAVEL = 39'-0"COMMON PATH OFEGRESS TRAVEL = 58'-6"EXIT ACCESS TRAVEL DISTANCE = 113'-3"EXIT ACCESS TRAVEL DISTANCE = 132'-2"STAIR 1STAIR 2STAIR 3COMMON PATH OFEGRESS TRAVEL =73'-5"COMMON PATHOF EGRESSTRAVEL = 55'-0"EXIT ACCESS TRAVEL
DISTANCE = 141'-11"
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"COMMON PATH OFEGRESS TRAVEL = 49'-7"EXIT ACCESS TRAVEL DISTANCE = 141'-4"POOLACCUGENERATORROOF BELOW14,055 sf200sf/OCC = 71 OCCUPANTS (IBC 1004)HOTEL - R-1362 sf300sf/OCC = 2 OCCUPANTS (IBC 1004)STORAGE - S-1RESIDENTIAL - R-217,302 sf200sf/OCC = 87 OCC (IBC 1004)LEVEL 5 HOTEL GUESTROOM RESIDENTIAL R-1 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 5HOTEL ROOM OCCUPANCYGUESTROOMS14,055200 GROSS71RESIDENTIAL - R1TOTAL LEVEL 5 HOTEL RESIDENTIAL GUESTROOM OCCUPANCY LOAD73LEVEL 5 APARTMENT RESIDENTIAL R-2 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.125' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<125'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 5APARTMENT OCCUPANCYAPARTMENTS17,302200 GROSS87RESIDENTIAL - R2TOTAL LEVEL 5 APARTMENT RESIDENTIAL OCCUPANCY LOAD87UTILITY/STORAGE362300 GROSS2ACCESSORY STORAGE S-1ROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADEXIT #1 - STAIR 1 EXIT DOOREGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - STAIR 2 EXIT DOOR34"DOOR CAPACITY NOTES:1.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (R-1 & SOCCUPANCIES = 73 TOTAL OCCUPANTS÷2 = 37 OCCUPANTS EXITING THROUGHDOOR)2.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING (37 OCC), AND HALF OFRESIDENTIAL WING (44 OCC) = 81 OCCUPANTS EXITING THROUGH STAIR 2 EXIT DOOR3.DOOR SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING = 44 OCCUPANTS EXITINGTHROUGH STAIR 3 EXIT DOOROCCUPANTSSERVED34"170170CLEAR OPENINGCAPACITYTOTAL FLOOR102"510NOTE 1NOTES3781162NOTE 25 - STAIR 3 EXIT DOOR34"17044NOTE 3EXIT #1 - STAIR 1EGRESS STAIR CAPACITY CALCULATIONS:STAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"2 - STAIR 244"STAIR CAPACITY NOTES:1. STAIR 1 SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (R-1 & SOCCUPANCIES = 73 TOTAL OCCUPANTS÷2 = 37 OCCUPANTS EXITING THROUGHSTAIR 1)2.STAIR 2 SERVES HALF OF OCCUPANTS IN HOTEL WING (37 OCC), AND HALF OFRESIDENTIAL WING (44 OCC) = 81 OCCUPANTS EXITING THROUGH STAIR 23.STAIR 3 SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING = 44 OCCUPANTS EXITINGTHROUGH STAIR 3OCCUPANTSSERVED44"146CLEAR WIDTHCAPACITYTOTAL FLOOR132"438NOTES3781162NOTE 1NOTE 21 - STAIR 344"14644NOTE 3146MEANS OF EGRESS COMPONENTS - CAPACITY PER FLOORSTAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"CORRIDOR CAPACITY=50% MIN OF OCCUPANT LOAD (IBC 1005.5)MINIMUM COMPONENT WIDTH REQUIREMENTS LISTED ARE THE GREATER OF MINIMUMSREQUIRED PER REFERENCED CODES (IBC 1005.2) OR CALCULATED WIDTHS USING THEFOLLOWING EGRESS CAPACITY FACTORS (IBC 1005.3):EGRESS COMPONENTREQUIRED *CODE REFERENCEPROVIDEDNO. OF EXITS & EXIT DOORWAYS2 PER FLOORTABLE 1006.3.1EGRESS STAIR WIDTHIBC 1005.1/1011.2344" MIN.CORRIDOR WIDTH44" MIN.EGRESS DOOR WIDTH32" (CLEAR)>44">32" (CLEAR)IBC 1005.3.2, 1020.2>44"SEE EGRESS CAPACITY CALCSEXIT PASSAGEWAY WIDTH44" (MIN)>44" (CLEAR)IBC 1005.3.2, 1024.206-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.06LIFE SAFETYLVL 5 FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:29:33 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsFLOOR LEVEL 5 CODE PLANS ELEVATION 54'-0"5A1/32" = 1'-0"LEVEL 5 OCCUPANT LOAD PLAN5B1/32" = 1'-0"LEVEL 5 EGRESS PLAN1/32" = 1'-0"LEVEL 5 FIRE PROTECTION PLAN5CNORTHPLAN
POOLACCUGENERATORROOF BELOW14,055 sf200sf/OCC = 71 OCCUPANTS (IBC 1004)HOTEL - R-1RESIDENTIAL - R-2362 sf300sf/OCC = 2 OCCUPANTS (IBC 1004)STORAGE - S-117,302 sf200sf/OCC = 87 OCC (IBC 1004)WALL SEPARATION LEGEND1/2 HOUR MIN. FIRE RATED SEPARATION2 HOUR MIN. FIRE RATED SEPARATION1 HOUR MIN. FIRE RATED SEPARATIONOCCUPANCY LEGENDASSEMBLY A-2 OCCUPANCYASSEMBLY A-3 OCCUPANCYRESIDENTIALHOTEL R-1 OCCUPANCYRESIDENTIAL APARTMENTS R-2 OCCUPANCYBUSINESS B OCCUPANCYMERCANITLE M OCCUPANCYSTORAGE S OCCUPANCYPARKING S-2 OCCUPANCYPOOLACCUGENERATORROOF BELOW2 HOUR FIRE BARRIER PER IBC 713 WITH 90MIN. FIRE RATED OPENING PROTECTIVESELEVATOR & LINEN CHUTE2 HOUR FIRE BARRIER PER IBC 713 WITH 90MIN. FIRE RATED OPENING PROTECTIVESELEVATOREXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5EXIT ENCLOSURE IS A 2 HOURRATED FIRE BARRIER PER IBC1023, WITH 90 MIN. OPENINGPROTECTIVES PER IBC 716.5SHAFTS SEPARATED WITH A 2 HOURFIRE BARRIER PER IBC 7131/2 HOUR MIN. FIRE PARTITION PERIBC 708.3 EXCEPTION 1, WITH 20 MIN.FIRE RATED OPENING PROTECTIONPER TABLE 716.5CORRIDOR1 HOUR FIRE PARTITION PER IBC 420.2,TABLE 601 & 708.3, WITH 45 MIN. FIRERATED OPENING PROTECTION PER IBC716.5GUESTROOM SEPARATIONLINEN CHUTE ROOMCORRIDOR1 HOUR FIRE PARTITION PER IBC 420.2,TABLE 601 & 708.3UNIT SEPARATION1 HOUR FIRE PARTITION PER IBC TABLE601UNIT LOAD BEARING WALLS1 HOUR FIRE BARRIER WITH 45 MIN. FIRERATED OPENING PROTECTIVES PER IBC713.3.31/2 HOUR MIN. FIRE PARTITION PERIBC 708.3 EXCEPTION 1 & TABLE1020.1, WITH 20 MIN. FIRE RATEDOPENING PROTECTION PER TABLE716.5SHAFTS SEPARATEDWITH A 2 HOUR FIREBARRIER PER IBC 7131 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITION PER IBC TABLE601EXTERIOR LOAD BEARING WALLS1 HOUR FIRE PARTITIONPER IBC TABLE 601EXTERIOR LOADBEARING WALLS1 HOUR FIRE PARTITIONPER IBC TABLE 601EXTERIOR LOADBEARING WALLSPOOLACCUGENERATORROOF BELOWCOMMON PATH
OF EGRESS
TRAVEL = 39'-0"COMMON PATH OFEGRESS TRAVEL = 58'-6"EXIT ACCESS TRAVEL DISTANCE = 113'-3"EXIT ACCESS TRAVEL DISTANCE = 132'-2"EXIT ACCESS TRAVEL
DISTANCE = 141'-11"EXIT ACCESS TRAVEL DISTANCE = 141'-4"C
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"COMMON PATH OFEGRESS TRAVEL = 49'-7"STAIR 1STAIR 2STAIR 3COMMON PATH OFEGRESS TRAVEL =73'-5"COMMON PATHOF EGRESSTRAVEL = 55'-0"LEVEL 6 HOTEL GUESTROOM RESIDENTIAL R-1 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.75' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<75'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 6HOTEL ROOM OCCUPANCYGUESTROOMS14,055200 GROSS71RESIDENTIAL - R1TOTAL LEVEL 6 HOTEL RESIDENTIAL GUESTROOM OCCUPANCY LOAD73LEVEL 6 APARTMENT RESIDENTIAL R-2 OCCUPANT LOADMEANS OF EGRESS (SEPARATED)* - SPRINKLERED BUILDINGEGRESS COMPONENTREQUIRED *CODE REFERENCETRAVEL DISTANCE:DEAD END CORRIDORCOMMON PATH OF TRAVEL50' MAX.125' MAX.IBC TABLE 1006.2.1IBC 1020.4, EXCEPTION 2PROVIDED<50'<125'EXIT ACCESS250' MAX.IBC TABLE 1017.2<250'LEVEL 6APARTMENT OCCUPANCYAPARTMENTS17,302200 GROSS87RESIDENTIAL - R2TOTAL LEVEL 6 APARTMENT RESIDENTIAL OCCUPANCY LOAD87UTILITY/STORAGE362300 GROSS2ACCESSORY STORAGE S-1ROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADROOM NAMEFUNCTION OF SPACEAREASF/PERSONOCCLOADEXIT #1 - STAIR 1 EXIT DOOREGRESS DOOR CAPACITY CALCULATIONS:LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"2 - STAIR 2 EXIT DOOR34"DOOR CAPACITY NOTES:1.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (R-1 & SOCCUPANCIES = 73 TOTAL OCCUPANTS÷2 = 37 OCCUPANTS EXITING THROUGHDOOR)2.DOOR SERVES HALF OF OCCUPANTS IN HOTEL WING (37 OCC), AND HALF OFRESIDENTIAL WING (44 OCC) = 81 OCCUPANTS EXITING THROUGH STAIR 2 EXIT DOOR3.DOOR SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING = 44 OCCUPANTS EXITINGTHROUGH STAIR 3 EXIT DOOROCCUPANTSSERVED34"170170CLEAR OPENINGCAPACITYTOTAL FLOOR102"510NOTE 1NOTES3781162NOTE 25 - STAIR 3 EXIT DOOR34"17044NOTE 3EXIT #1 - STAIR 1EGRESS STAIR CAPACITY CALCULATIONS:STAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"2 - STAIR 244"STAIR CAPACITY NOTES:1. STAIR 1 SERVES HALF OF OCCUPANTS IN HOTEL WING OF BUILDING (R-1 & SOCCUPANCIES = 73 TOTAL OCCUPANTS÷2 = 37 OCCUPANTS EXITING THROUGHSTAIR 1)2.STAIR 2 SERVES HALF OF OCCUPANTS IN HOTEL WING (37 OCC), AND HALF OFRESIDENTIAL WING (44 OCC) = 81 OCCUPANTS EXITING THROUGH STAIR 23.STAIR 3 SERVES HALF OF OCCUPANTS IN RESIDENTIAL WING = 44 OCCUPANTS EXITINGTHROUGH STAIR 3OCCUPANTSSERVED44"146CLEAR WIDTHCAPACITYTOTAL FLOOR132"438NOTES3781162NOTE 1NOTE 21 - STAIR 344"14644NOTE 3146MEANS OF EGRESS COMPONENTS - CAPACITY PER FLOORSTAIRWAYS: MINIMUM WIDTH = OCCUPANT LOAD x 0.3"LEVEL COMPONENTS/RAMPS: MINIMUM WIDTH = OCCUPANT LOAD x 0.2"CORRIDOR CAPACITY=50% MIN OF OCCUPANT LOAD (IBC 1005.5)MINIMUM COMPONENT WIDTH REQUIREMENTS LISTED ARE THE GREATER OF MINIMUMSREQUIRED PER REFERENCED CODES (IBC 1005.2) OR CALCULATED WIDTHS USING THEFOLLOWING EGRESS CAPACITY FACTORS (IBC 1005.3):EGRESS COMPONENTREQUIRED *CODE REFERENCEPROVIDEDNO. OF EXITS & EXIT DOORWAYS2 PER FLOORTABLE 1006.3.1EGRESS STAIR WIDTHIBC 1005.1/1011.2344" MIN.CORRIDOR WIDTH44" MIN.EGRESS DOOR WIDTH32" (CLEAR)>44">32" (CLEAR)IBC 1005.3.2, 1020.2>44"SEE EGRESS CAPACITY CALCSEXIT PASSAGEWAY WIDTH44" (MIN)>44" (CLEAR)IBC 1005.3.2, 1024.206-08-18 FOR PEER REVIEW
09-24-18 FOR PEER REVIEW
10-26-18 FOR BUILDING PERMIT
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.LS1.07LIFE SAFETYLVL 6 FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:33:25 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsNORTHPLAN6A1/32" = 1'-0"LEVEL 6 OCCUPANT LOAD PLANFLOOR LEVEL 6 CODE PLANS ELEVATION 64'-0"6B1/32" = 1'-0"LEVEL 6 EGRESS PLAN1/32" = 1'-0"LEVEL 6 FIRE PROTECTION PLAN6C
58" TYPE X GYPSUM BOARD8" GALV. METAL STUDS AT 24" O.C.R-21 FIBERGLASS BATT INSULATION58" TYPE X FIBERGLASS-MAT FACED GYPSUM SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUAL6 MIL. POLYETHYLENE VAPOR BARRIER1 3/4" AIR SPACEMASONRY VENEER (SEE ELEVATIONS FOR TYPES)U.L.# N.A..1AU.L.# N.A.1BNON-BEARINGNON-BEARINGWALL TYPE SCHEDULEU.L.# N.A..1CNON-BEARING6"8"U.L.# N.A..1DNON-BEARING2B2ABEARING5AU.L.# U9051EBEARINGU.L.# N/A3ANON-BEARING2 PIECE , ADJUSTABLE MASONRY ANCHOR HB-123 OR EQUALAPPLIED OVER SELF HEALING MEMBRANE STRIPSSTC 61RAL-TL-83-214U.L.# U4542 HR.14BNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK14ABEARINGBEARINGTWO LAYERS OF 58" TYPE X GYPSUM BOARD2" THERMAFIBER SAFB (SOUND ATTENUATION FIRE BLANKET)3 58" GALV. METAL STUDS AT 24" O.C.TWO LAYERS OF 58" TYPE X GYPSUM BOARD12" RESILIENT GALV. METAL CHANNEL12" RESILIENT GALV. METAL CHANNEL6" 25 GALV. METAL STUDS AT 24" O.C.2" THERMAFIBER SAFB (SOUND ATTENUATION FIRE BLANKET)65 8"73 4"TWO LAYERS OF 58" TYPE X GYPSUM BOARDTWO LAYERS OF 58" TYPE X GYPSUM BOARDSTC 61RAL-TL-83-214U.L.# U4542 HR.ELEVATOR SIDEELEVATOR SIDEFIBERGLASS BATT SOUND INSULATION212" 25 GA. GALV. METAL "C-H" STUDS AT 24" O.C.1" GYPSUM PANEL LINER33 8"STC 50U.L.# U4152 HR.1158" TYPE X GYPSUM BOARD58" TYPE X GYPSUM BOARDNOTE: EXTEND CONSTRUCTION TO BOTTOM OF ROOF/FLOOR DECK58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION58" TYPE X GYPSUM BOARDU.L.# N/A7ANON-BEARINGSTC 45-49RAL-TL07-35712" MIN. AIR SPACE (REFER TO PLANS)METAL STUDS AT 24" O.C. 3 5/8" STUDS U.N.O.FIBERGLASS BATT SOUND INSULATION58" TYPE X GYPSUM BOARD (USE M.R. GWB AT TUB/SHOWER WALLS)NON-BEARING58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION6" 25 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE X GYPSUM BOARD714"8B58" TYPE X GYPSUM BOARD3 58" 25 GA. GALV. METAL STUDS AT 24" O.C.FIBERGLASS BATT SOUND INSULATION58" TYPE X GYPSUM BOARD47 8"STC 45-49RAL-TL07-357GA WP 10721 HR.8ANON-BEARINGNON-BEARINGSTC 45-49RAL-TL07-357GA WP 10721 HR.58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION6" 25 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE X GYPSUM BOARD714"U.L.# N/A7BNON-BEARINGSTC 45-49RAL-TL07-35747 8"3 58" 25 GA. GALV. METAL STUDS AT 24" O.C.12NON-BEARINGU.L.# N/A6 MIL. POLYETHYLENE VAPOR BARRIER (AT EXTERIOR WALLS ONLY)GA WP 10491 HR.10BNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK AT FLOORS 2ND THROUGH 6TH AND TO UNDERSIDE OF 3 HR. FIRE RATED HORIZONTAL ASSEMBLY AT 1ST FLOOR FRAMING.GA WP 10491 HR.10ANON-BEARINGNON-BEARING58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION3 58" 25 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE X GYPSUM BOARD12" RESILIENT GALV. METAL CHANNEL HORIZONTAL @ 24" O.C.58" TYPE X GYPSUM BOARD12" RESILIENT GALV. METAL CHANNEL HORIZONTAL @ 24" O.C.6" 25 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION53 8"73 4"TWO LAYERS OF 58" TYPE X GYPSUM BOARD3 58" GALV. METAL STUDS AT 24" O.C.FIBERGLASS BATT SOUND INSULATION63 4"STC 55-59NRCC 818-NV9ANON-BEARINGNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKU.L.# U4232 HR.TWO LAYERS OF 58" TYPE X GYPSUM BOARDSTC 50-54RAL TL05-080STC 50-54RAL TL05-08058" TYPE MR GYPSUM BOARD AT TUB/SHOWER AS REQ'DAT INTERIOR SIDE OF POOL ROOM WALLS-PROVIDE DOUBLE SIDED BITUTHENE TAPE OVER FRAMINGMEMBERS THEN APPLY 10 MIL POLY VAPOR BARRIER WITH M.R. GYP.BD. ON POOL SIDE OF STUDS, TAPE ALL JOINTS VAPOR BARRIERJOINTS AND SEAL ALL PENETRATIONS.@ POOL WALLS-PROVIDE 10 MIL POLY VAPOR BARRIER & M.R. GYP.BD. ON POOL SIDE OF STUDS, TAPE ALL JOINTS AND SEAL ALLPENETRATIONS.CORRIDOR SIDECORRIDOR SIDE133 1/2" FIBERGLASS BATT SOUND INSULATION8"
(FRAMING
CENTER ON
PROTECTED
COLUMNS)58" DENS-ARMOUR PLUS FIREGUARDNON-BEARING3 58" 20 GA. GALV. METAL STUDS AT 24" O.C.GA WP 5000U.L.#U4931 HR.3/4" AIR SPACE3 58" 20 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE MR GYPSUM BOARD AT TUB/SHOWER AS REQ'DTWO LAYERS OF 58" DENS-ARMOUR PLUS FIREGUARD3 1/2" FIBERGLASS BATT SOUND INSULATIONTWO LAYERS OF 58" TYPE X GYPSUM BOARD6" GALV. METAL STUDS AT 24" O.C.FIBERGLASS BATT SOUND INSULATION5 8"9BNON-BEARINGNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK.U.L.# U4232 HR.TWO LAYERS OF 58" TYPE X GYPSUM BOARDSTC 55-59NRCC 818-NV58" TYPE MR GYPSUM BOARD AT TUB/SHOWER AS REQ'D812"TWO LAYERS OF 58" TYPE X GYPSUM BOARD8" GALV. METAL STUDS AT 24" O.C.FIBERGLASS BATT SOUND INSULATION9CNON-BEARINGNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK.U.L.# U4232 HR.TWO LAYERS OF 58" TYPE X GYPSUM BOARDSTC 55-59NRCC 818-NV1012"STC 60-64RAL TL09-333,11-19-09IBCEQUATION 7-123 HR.(1) LAYER OF 58" TYPE "X" GYPSUM BOARD(2) LAYERS OF 12" TYPE "C" GYPSUM BOARDHSS 6x6x1/4 TUBE COLUMN ORHSS 6x6x3/8 TUBE COLUMN ORHSS 6x6x1/2 TUBE COLUMN158" METAL STUDS8"C11'-012"NOTE: OUTER LAYERS TO BE CONTINUOUSTO FORM WALL ASSEMBLYIBCEQUATION 7-123 HR.(1) LAYER OF 58" TYPE "X" GYPSUM BOARD(2) LAYERS OF 12" TYPE "C" GYPSUM BOARDHSS 6x6x1/4 TUBE COLUMN ORHSS 6x6x3/8 TUBE COLUMN ORHSS 6x6x1/2 TUBE COLUMN158" METAL STUDS8"C2NOTE: OUTER LAYERS TO BE CONTINUOUSTO FORM WALL ASSEMBLYNOTE:EXTERIOR WALL COLUMNS TO HAVE (1) LAYER OF 58" TYPE "X"FIBERGLASS-MAT FACED GYPSUM SHEATHING CONTINUOUS ALONG OUTER FACE8"58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION8" 25 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE X GYPSUM BOARD914"8CNON-BEARINGSTC 45-49RAL-TL07-357GA WP 10721 HR.58" TYPE X GYPSUM BOARDFIBERGLASS BATT SOUND INSULATION8" 25 GA. GALV. METAL STUDS AT 24" O.C.58" TYPE X GYPSUM BOARD914"U.L.# N/A7CNON-BEARINGSTC 45-49RAL-TL07-357LATERAL BRACING NOT LESS THAN 5 FEET ON CENTER VERTICALLYLATERAL BRACING NOT LESS THAN 5 FEET ON CENTER VERTICALLYAT INTERIOR SIDE OF POOL ROOM WALLS-PROVIDE DOUBLE SIDED BITUTHENE TAPE OVER FRAMINGMEMBERS THEN APPLY 10 MIL POLY VAPOR BARRIER WITH M.R. GYP.BD. ON POOL SIDE OF STUDS, TAPE ALL JOINTS VAPOR BARRIERJOINTS AND SEAL ALL PENETRATIONS.AT INTERIOR SIDE OF POOL ROOM WALLS-PROVIDE DOUBLE SIDED BITUTHENE TAPE OVER FRAMINGMEMBERS THEN APPLY 10 MIL POLY VAPOR BARRIER WITH M.R. GYP.BD. ON POOL SIDE OF STUDS, TAPE ALL JOINTS VAPOR BARRIERJOINTS AND SEAL ALL PENETRATIONS.AT INTERIOR SIDE OF POOL ROOM WALLS-PROVIDE DOUBLE SIDED BITUTHENE TAPE OVER FRAMINGMEMBERS THEN APPLY 10 MIL POLY VAPOR BARRIER WITH M.R. GYP.BD. ON POOL SIDE OF STUDS, TAPE ALL JOINTS VAPOR BARRIERJOINTS AND SEAL ALL PENETRATIONS.NOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK.NOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK.SHAFTNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKNOTE: EXTEND CONSTRUCTION 2" MINIMUM ABOVE NON-FIRE RATED FINISH CEILING.BRACE TO ADJACENT STRUCTURE AT 4'-0" O.C.NOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECKNOTE: EXTEND CONSTRUCTION TO BOTTOM OF FLOOR/ROOF DECK.58" TYPE X GYPSUM BOARD6" GALV. METAL STUDS AT 24" O.C.R-21 FIBERGLASS BATT INSULATION58" TYPE X FIBERGLASS-MAT FACED GYPSUM SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUAL6 MIL. POLYETHYLENE VAPOR BARRIER1 3/4" AIR SPACEMASONRY VENEER (SEE ELEVATIONS FOR TYPES)6"6"2 PIECE , ADJUSTABLE MASONRY ANCHOR HB-123 OR EQUALAPPLIED OVER SELF HEALING MEMBRANE STRIPS58" TYPE X GYPSUM BOARD8" GALV. METAL STUDS AT 24" O.C.R-21 FIBERGLASS BATT INSULATION58" TYPE X FIBERGLASS-MAT FACED GYPSUM SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUAL6 MIL. POLYETHYLENE VAPOR BARRIER1 3/4" AIR SPACEMASONRY VENEER (SEE ELEVATIONS FOR TYPES)6"8"2 PIECE , ADJUSTABLE MASONRY ANCHOR HB-123 OR EQUALAPPLIED OVER SELF HEALING MEMBRANE STRIPS1/2" RIGID INSULATION58" TYPE X GYPSUM BOARD2x6 WOOD STUDS, SEE FRAMING PLANS FOR SPACINGR-21 FIBERGLASS BATT INSULATION1/2" CDX PLYWOOD SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUAL6 MIL. POLYETHYLENE VAPOR BARRIER1 3/4" AIR SPACEMASONRY VENEER (SEE ELEVATIONS FOR TYPES)6"512"2 PIECE , ADJUSTABLE MASONRY ANCHOR HB-123 OR EQUALAPPLIED OVER SELF HEALING MEMBRANE STRIPS8" SMOOTH FACE CMU CONCRETE MASONRY UNITWITH LOOSE FILL INSULATION AT NON-GROUTEDCORES, TYPE D2 (2 HOUR) CMU*SEE STRUCTURAL DRAWINGS FOR GROUTED CORES1 3/4" AIR SPACEMASONRY VENEER (SEE ELEVATIONS FOR TYPES)63 8"75 8"2 PIECE , ADJUSTABLE MASONRY ANCHOR HB-123 OR EQUALAPPLIED OVER SELF HEALING MEMBRANE STRIPSU.L.# U3561 HOURNON-BEARINGU.L.# N.A..58" TYPE X GYPSUM BOARD2x6 WOOD STUDS, SEE FRAMING PLANS FOR SPACINGR-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUALMETAL SHINGLE TILE58" TYPE X GYPSUM BOARD6" GALV. METAL STUDS AT 24" O.C.R-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUALMETAL SHINGLE TILE58" TYPE X GYPSUM BOARD8" GALV. METAL STUDS AT 24" O.C.R-19 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUALNICHIHA 'MASONRY SERIES' SANDSTONE*SEE ELEVATIONS FOR COLORS3BBEARINGU.L.# U3561 HOUR58" TYPE X GYPSUM BOARD2x6 WOOD STUDS, SEE FRAMING PLANS FOR SPACINGR-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUALNICHIHA 'MASONRY SERIES' SANDSTONE*SEE ELEVATIONS FOR COLORSU.L.# N/A4ANON-BEARING58" TYPE X GYPSUM BOARD8" GALV. METAL STUDS AT 24" O.C.R-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGREVEALSHIELD SA (SELF ADHERED) WRB/AIR SHIELD BY VAPROSHIELDFIBER CEMENT PANEL - CEMBRIT*SEE ELEVATIONS FOR COLORS4BBEARINGU.L.# U3561 HOUR58" TYPE X GYPSUM BOARD2x6 WOOD STUDS, SEE FRAMING PLANS FOR SPACINGR-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHING1" VERTICAL HAT OR Z-CHANNEL SUB-FRAMINGREVEALSHIELD SA (SELF ADHERED) WRB/AIR SHIELD BY VAPROSHIELDFIBER CEMENT PANEL - CEMBRIT*SEE ELEVATIONS FOR COLORS1" VERTICAL HAT OR Z-CHANNEL SUB-FRAMING4CBEARINGU.L.# U3561 HOUR58" TYPE X GYPSUM BOARD2x6 WOOD STUDS, SEE FRAMING PLANS FOR SPACINGR-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGREVEALSHIELD SA (SELF ADHERED) WRB/AIR SHIELD BY VAPROSHIELDFIBER CEMENT PANEL - CEMBRIT*SEE ELEVATIONS FOR COLORS6" VERTICAL HAT OR Z-CHANNEL SUB-FRAMING4DBEARINGU.L.# U3561 HOUR58" TYPE X GYPSUM BOARD2x6 WOOD STUDS, SEE FRAMING PLANS FOR SPACINGR-21 FIBERGLASS BATT INSULATION6 MIL. POLYETHYLENE VAPOR BARRIER1/2" CDX PLYWOOD SHEATHINGREVEALSHIELD SA (SELF ADHERED) WRB/AIR SHIELD BY VAPROSHIELDFIBER CEMENT PANEL - CEMBRIT*SEE ELEVATIONS FOR COLORS12" VERTICAL HAT OR Z-CHANNEL SUB-FRAMING1"1"6"12"(N.T.S.)8" SMOOTH FACE CMU CONCRETE MASONRY UNITWITH LOOSE FILL INSULATION AT NON-GROUTEDCORES, TYPE D2 (2 HOUR) CMU*SEE STRUCTURAL DRAWINGS FOR GROUTED CORES75 8"U.L.# U905BEARING8" GALV. METAL STUDS AT 24" O.C.R-21 FIBERGLASS BATT INSULATION5/8" TYPE X FIBERGLASS-MAT FACED GYPSUM SHEATHINGTYVEK COMMERCIAL WEATHER RESISTANT BARRIER OR EQUALNICHIHA 'MASONRY SERIES' SANDSTONE*SEE ELEVATIONS FOR COLORS8" SMOOTH FACE CMU CONCRETE MASONRY UNITWITH LOOSE FILL INSULATION AT NON-GROUTEDCORES, TYPE D2 (2 HOUR) CMU*SEE STRUCTURAL DRAWINGS FOR GROUTED CORES75 8"5BU.L.# U905BEARING58" TYPE X GYPSUM BOARD (USE M.R. GWB AT BATHROOM LOCATIONS)FIBERGLASS BATT SOUND INSULATION6" 25 GA. GALV. METAL STUDS AT 24" O.C.714"U.L.# N/A6B3 58" 25 GA. GALV. METAL STUDS AT 24" O.C.FIBERGLASS BATT SOUND INSULATION47 8"STC 45-49RAL-TL07-357U.L.# N/A6ANOTE: EXTEND CONSTRUCTION 2" MINIMUM ABOVE NON-FIRE RATED FINISH CEILING. BRACE TO ADJACENT STRUCTUREAT 4'-0" O.C. DO NOT PENETRATE FIRE RATED FLOOR/CEILING.NOTE: EXTEND CONSTRUCTION 2" MINIMUM ABOVE NON-FIRE RATED FINISH CEILING. BRACE TO ADJACENT STRUCTUREAT 4'-0" O.C. DO NOT PENETRATE FIRE RATED FLOOR/CEILING.NON-BEARINGNON-BEARINGSTC 45-49RAL-TL07-357FIBERGLASS BATT SOUND INSULATION8" 25 GA. GALV. METAL STUDS AT 24" O.C.914"U.L.# N/A6CNOTE: EXTEND CONSTRUCTION 2" MINIMUM ABOVE NON-FIRE RATED FINISH CEILING. BRACE TO ADJACENT STRUCTUREAT 4'-0" O.C. DO NOT PENETRATE FIRE RATED FLOOR/CEILING.NON-BEARINGSTC 45-49RAL-TL07-35758" TYPE X GYPSUM BOARD (USE M.R. GWB AT BATHROOM LOCATIONS)58" TYPE X GYPSUM BOARD (USE M.R. GWB AT BATHROOM LOCATIONS)58" TYPE X GYPSUM BOARD (USE M.R. GWB AT BATHROOM LOCATIONS)58" TYPE X GYPSUM BOARD (USE M.R. GWB AT BATHROOM LOCATIONS)58" TYPE X GYPSUM BOARD (USE M.R. GWB AT BATHROOM LOCATIONS)1" RIGID INSULATION10-26-18 FOR BUILDING PERMIT
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.LS2.01WALL TYPE SCHEDULEKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:36:13 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
NOTES:1.ALL BUILDING WRAP JOINTS TO BE TAPED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.2.ALL COMMON AREA REST ROOM WALL COMPONENTS TO EXTEND TO UNDERSIDE OF DECK.3.ALL COMPONENTS OF RATED WALLS TO EXTEND TO UNDERSIDE OF DECK AND FIRESTOPPED WITH THE REQUIREMENTS OF IBC SECTION 714.4.WOOD BLOCKING TO BE INSTALLED AT ALL CABINET, CHAIR RAIL, COUNTERTOP, BATHROOM ACCESSORIES, WINDOW TREATMENTS, RAILING,CLOSET SHELVES AND RODS, AND AT MISCELLANEOUS LOCATIONS AS REQUIRED.5.WHEN INSULATION IS INSTALLED IN WALLS- USE SPRAY ADHESIVE OR OTHER ACCEPTABLE METHOD TO HOLD IN PLACE UNTIL COVERED WITHSHEATHING. MECHANICALLY FASTEN AT AREAS WITHOUT SHEATHING.6.STC AND IIC RATINGS SHALL BE IN ACCORDANCE WITH ASTM E90 AND ASTM E492, RESPECTIVELY. PROVIDE ACOUSTICAL SEALANT AT BASE OFWALLS BETWEEN UNITS.7.RATED WALL ASSEMBLIES SHALL BE INSTALLED PER U.L. OR WP ASSEMBLY NUMBER. REFER TO U.L. OR WP LISTING FOR SPECIFIC INSTALLATIONREQUIREMENTS.8.WHERE TILE IS INDICATED ON THE PLANS SUBSTITUTE 5/8" "DENS-SHIELD FIREGUARD" TILE BACKER BOARD WHERE TILE IS TO BE APPLIED.9.SUBSTITUTE 5/8" TYPE X MOISTURE RESISTANT G.W.B. AT BATHROOMS AND OTHER AREAS SUBJECT TO DAMP OR WET CONDITIONS THAT DO NOTRECEIVE TILE.10.NON-RATED WALL ASSEMBLIES SHALL NOT PENETRATE FIRE-RATED FLOOR/CEILING ASSEMBLIES.11.GYPSUM BOARD SHALL BE CONTINUOUS BEHIND TUB/SHOWER ENCLOSURES AT FIRE-RATED WALL ASSEMBLIES. PROVIDE ADDITIONAL LAYER ATTHESE LOCATIONS.12.ALL HOURLY FIRE RATINGS SHOWN ARE THE MAXIMUM ALLOWED FOR THAT ASSEMBLY. REFER TO FLOOR PLANS FOR REQUIRED HOURLY FIRERATING OF SEPARATION ASSEMBLIES.13.ALL FIRE-RATED WALL ASSEMBLIES SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN ACCORDANCE WITH IBC SECTION 703.6.ONE LAYER (MIN.) OF 5/8"TYPE X GYPSUM BOARDOVER 4 MIL. POLYETHYLENEVAPOR BARRIEREXTERIOR WALLCONSTRUCTIONAS SCHEDULEDWALL PARTITION;(1) HOUR RATED, MAX.ONE LAYER OF 5/8"TYPE 'X' GYPSUM BOARDEXTERIOR WALL CONSTRUCTIONAS SCHEDULED4 MIL. POLYETHYLENE VAPORBARRIER ON INSIDE FACE OFINTERIOR GWB & OUTSIDEFACE OF RATED ASSEMBLYWALL PARTITION; RATING INEXCESS OF (1) HOUREXTERIOR WALL SHEATHINGAS SCHEDULEDLOWER RATED PARTITION;FRAMING SHALL NOT INTERRUPTADJACENT HIGHER RATED ASSEMBLYTAPE & JOINT COMPOUND(TYPICAL)HIGHER RATED PARTITIONCONTINUOUS TYPE 'X' GWBAS PART OF BOTH RATEDASSEMBLIESRATED PARTITIONS; EXTEND CONSTRUCTIONTO BOTTOM OF FLOOR/ROOF DECKNON-RATED PARTITION; EXTEND CONSTRUCTION2" MINIMUM ABOVE NON-FIRE RATED FINISHCEILING. FRAMING SHALL NOT INTERRUPTADJACENT RATED ASSEMBLYNOTE: EXTEND CONSTRUCTION OF ALL RATED ASSEMBLIES TO BOTTOM OF FLOOR/ROOF DECKTAPE & JOINT COMPOUND(TYPICAL)NON-RATED PARTITION; EXTENDCONSTRUCTION 2" MINIMUM ABOVENON-FIRE RATED FINISH CEILING.FRAMING SHALL NOT INTERRUPTADJACENT RATED ASSEMBLYRATED WALL/EXTERIOR WALL DETAILSRATED WALL/NON-RATED WALL DETAILSRATED WALL DETAIL WITH VARYING RATINGS3"MIN.3"MIN.GWB LAMINATING SCREW AS REQ'D12" MAX. GAPVINYL CONTROL JOINT CJV16 AS MANUF.BY VINYL CORP. OR EQUAL12" TYPE "C" GWB BACKINGNOTE: SCREW ATTACHING GWB TORES. CHANNEL SHALL NOTPENETRATE INTO STUDGWBSTUD WALLRES. CHANNELFASTENERS PER ULOR GA CRITERIANOTE:INSTALL CHANNELS W/MOUNTING FLANGE DOWNELECTRICALOUTLET BOXNOTE:1.STACK MULTIPLE BOXES VERTICALLY WHEN ON SAMESIDE OF WALL AS REQUIRED BY INTERIOR DESIGNDRAWINGS.2.BOXES LOCATED ON OPPOSITE SIDES OF WALL ORPARTITIONS SHALL BE SEPARATED BY A MINIMUMHORIZONTAL DISTANCE OF 24 INCHES. THE MINIMUMSEPARATION DISTANCE BETWEEN BOXES MAY BEREDUCED WHEN "WALL OPENING PROTECTIVEMATERIALS" (CLIV) ARE INSTALLED ACCORDING TO THEREQUIREMENTS ON THEIR CLASSIFICATION. THESURFACE AREA OF THE INDIVIDUAL BOXES SHALL NOTEXCEED 16 SQ. IN. THE AGGREGATE SURFACE AREAOF THE BOXES SHALL NOT EXCEED 100 SQ. IN. PER 100SQ. FT. OF WALL SURFACE.WOOD STUD WALLPARTITION, REFER TOPLANSMIN. DIST. REQ'D
REFER TO NOTES 1 1/2" = 1'-0"GWB WALL CONTROL JOINT1 1/2" = 1'-0"RESILIENT CHANNELS1 1/2" = 1'-0"PLAN AT OUTLETSNOTE:PROVIDE CONTROL JOINTS AT ALL CONTINUOUS WALLSURFACES MORE THAN 30 ' IN LENGTH. LOCATE ATOPENINGS WHERE POSSIBLE.NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDE5/8" TYPE X GYPSUM BOARDNOM. 2X6 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD63 4"STC 35-39 EST.U.L.# N.A.NOTE: EXTEND CONSTRUCTION TO FINISHED CEILING. BRACE STUDS TO STRUCTURE AT 4' O.C. MAX.16BFIBERGLASS BATT SOUND INSULATION5/8" TYPE X GYPSUM BOARDNOM. 2X4 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD43 4"STC N/AU.L.# N.A.NOTE: EXTEND CONSTRUCTION TO FINISHED CEILING. BRACE STUDS TO STRUCTURE AT 4' O.C. MAX.5/8" TYPE X GYPSUM BOARDNOM. 2X6 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD63 4"STC N/AU.L.# N.A.NOTE: EXTEND CONSTRUCTION TO FINISHED CEILING. BRACE STUDS TO STRUCTURE AT 4' O.C. MAX.15A15B5/8" TYPE X GYPSUM BOARDNOM. 2X4 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD43 4"STC 35-39 EST.U.L.# N.A.NOTE: EXTEND CONSTRUCTION TO FINISHED CEILING. BRACE STUDS TO STRUCTURE AT 4' O.C. MAX.16AFIBERGLASS BATT SOUND INSULATIONNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDEWALL TYPE SCHEDULENOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDE5/8" TYPE X GYPSUM BOARDNOM. 2X6 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD63 4"STC 35-39 EST.U.L.# N.A.17BFIBERGLASS BATT SOUND INSULATION5/8" TYPE X GYPSUM BOARDNOM. 2X4 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD43 4"STC 35-39 EST.U.L.# N.A.17AFIBERGLASS BATT SOUND INSULATIONNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDENON-BEARING1973 4"NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT OUTER LAYER OF GYPSUM BOARD EACH SIDENOM. 2X6 STUDS5/8" TYPE X GYPSUM BOARD1/2" RESILIENT METAL CHANNEL AT 24" O.C. (INSTALL NAILING FLANGE DOWN - OPEN END UP)FIBERGLASS BATT SOUND INSULATIONSTC 50-54UL#U309-1 HR.ADDITIONAL LAYER - 5/8" TYPE MR GYPSUM BOARD AT TUB/SHOWER5/8" TYPE X GYPSUM BOARDNOTE: EXTEND CONSTRUCTION TO U/S OF FLOOR/ROOF DECK ABOVE AND SEALCORRIDOR SIDE7/16" OSB (UNBLOCKED) W/ 8d NAILS @ 6" O.C. ALL SUPPORTING EDGESNOM. 2X6 STUDS @ 24" O.C. U.N.O. ON STRUCTURAL DWGS.83 8"UL#U3091HR.5/8" TYPE X GYPSUM BOARD1/2" RESILIENT METAL CHANNEL AT 24" O.C. (INSTALL NAILING FLANGE DOWN - OPEN END UP)TWO LAYERS OF 5/8" TYPE X GYPSUM BOARDNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT OUTER LAYER OF GYPSUM BOARD EACH SIDEFIBERGLASS BATT SOUND INSULATIONBEARING18NOTE: SEE CORRIDOR WALL DETAILS ON LS2.02 FOR TOP OF WALL CONDITIONSSTC 557/16" OSB (UNBLOCKED) W/ 8d NAILS @ 6" O.C. ALL SUPPORTING EDGESADDITIONAL LAYER - 5/8" TYPE MR GYPSUM BOARD AT TUB/SHOWERADDITIONAL LAYER - 5/8" TYPE MR GYPSUM BOARD AT TUB/SHOWERBEARING(2) LAYERS 5/8" TYPE X GYPSUM BOARDNOM. 2X6 STUDS SPACED AT 24" O.C.(2)LAYERS 5/8" TYPE X GYPSUM BOARD8"FIBERGLASS BATT SOUND INSULATION20BSTC N/AGA FILE NO.WP-42302 HR.NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDENOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALBEARING(2) LAYERS 5/8" TYPE X GYPSUM BOARDNOM. 2X4 STUDS SPACED AT 24" O.C.(2)LAYERS 5/8" TYPE X GYPSUM BOARD6"FIBERGLASS BATT SOUND INSULATION20ASTC N/AGA FILE NO.WP-42302 HR.NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDENOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALNOM. 2X4 STUDS SPACED AT 16" O.C. 5/8" TYPE X GYPSUM BOARD(M.R. GYP. BOARD AT GUESTROOM BATHS)VARIESSTCNON-RATEDNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT OUTER LAYER OF GYPSUM BOARD EACH SIDENON-BEARING21TYPICAL INTERSECTION PLAN DETAILSNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDE5/8" TYPE X GYPSUM BOARDNOM. 2X6 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD63 4"STC 35-39 EST.22BFIBERGLASS BATT SOUND INSULATIONGA FILE NO.WP-36611 HR./8" TYPE X GYPSUM BOARDNOM. 2X4 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD43 4"FIBERGLASS BATT SOUND INSULATION22ASTC N/AGA FILE NO.WP-36441 HR.NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDENOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDE5/8" TYPE X GYPSUM BOARDNOM. 2X6 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD63 4"STC 35-39 EST.23BGA FILE NO.WP-36601 HR.5/8" TYPE X GYPSUM BOARDNOM. 2X4 STUDS SPACED AT 24" O.C.5/8" TYPE X GYPSUM BOARD43 4"23ASTC N/AGA FILE NO.WP-36201 HR.NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT GYPSUM BOARD EACH SIDENOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALIBCEQUATION 7-123 HR.(1) LAYER OF 58" TYPE "X" GYPSUM BOARD(2) LAYERS OF 12" TYPE "C" GYPSUM BOARDHSS 6x6x1/4 TUBE COLUMN ORHSS 6x6x3/8 TUBE COLUMN ORHSS 6x6x1/2 TUBE COLUMN158" METAL STUDSC3NOTE: OUTER LAYERS TO BE CONTINUOUSTO FORM WALL ASSEMBLY8"IBCEQUATION 7-121 HR.(2) LAYERS OF 12" TYPE "C" GYPSUM BOARDHSS 6x6x1/4 TUBE COLUMN ORHSS 6x6x3/8 TUBE COLUMN ORHSS 6x6x1/2 TUBE COLUMN158" METAL STUDSC41012"NOTE: OUTER LAYERS TO BE CONTINUOUSTO FORM WALL ASSEMBLYNOTE:EXTERIOR WALL COLUMNS TO HAVE (1) LAYER OF 58" TYPE "X"FIBERGLASS-MAT FACED GYPSUM SHEATHING CONTINUOUS ALONG OUTER FACE8"714"NOM. 2X6 STUDS @ 24" O.C. U.N.O. ON STRUCTURAL DWGS.714"5/8" TYPE X GYPSUM BOARDTYPE X GYPSUM BOARDNOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT OUTER LAYER OF GYPSUM BOARD EACH SIDEFIBERGLASS BATT SOUND INSULATIONBEARING24NOTE: SEE CORRIDOR WALL DETAILS ON LS2.02 FOR TOP OF WALL CONDITIONSSTC 45-497/16" OSB (UNBLOCKED) W/ 8d NAILS @ 6" O.C. ALL SUPPORTING EDGESADDITIONAL LAYER - 5/8" TYPE MR GYPSUM BOARD AT TUB/SHOWERADDITIONAL LAYER - 5/8" TYPE MR GYPSUM BOARD AT TUB/SHOWERGA FILE NO.WP-33301 HR.IBCEQUATION 7-121 HR.(1) LAYER OF 58" TYPE "X" GYPSUM BOARDHSS 6x6x1/4 TUBE COLUMN ORHSS 6x6x3/8 TUBE COLUMN ORHSS 6x6x1/2 TUBE COLUMN158" METAL STUDS6"C5NOTE: OUTER LAYERS TO BE CONTINUOUSTO FORM WALL ASSEMBLY6"BEARING25914"NOTE: APPLY ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL AT OUTER LAYER OF GYPSUM BOARD EACH SIDENOM. 2X6 STUDS(2) LAYERS 5/8" TYPE X GYPSUM BOARD1/2" RESILIENT METAL CHANNEL AT 24" O.C. (INSTALL NAILING FLANGE DOWN - OPEN END UP)FIBERGLASS BATT SOUND INSULATIONSTC 60-64GA FILE NO.WP-3010UL#313-1 HR.ADDITIONAL LAYER - 5/8" TYPE MR GYPSUM BOARD AT TUB/SHOWER5/8" TYPE X GYPSUM BOARDNOTE: EXTEND CONSTRUCTION TO U/S OF FLOOR/ROOF DECK ABOVE AND SEAL3/8" TYPE X GYPSUM BOARD1/2" TYPE X GYPSUM BOARD7/16" OSB (UNBLOCKED) W/ 8d NAILS @ 6" O.C. ALL SUPPORTING EDGESNOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALNOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALNOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALNOTE: EXTEND CONSTRUCTION TO UNDERSIDE OF FLOOR/ROOF DECK ABOVE AND SEALNOTE: EXTEND CONSTRUCTION TO FINISHED CEILING. BRACE STUDS TO STRUCTURE AT 4' O.C. MAX.10-26-18 FOR BUILDING PERMIT
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.LS2.02WALL TYPESCHEDULEKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:37:47 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
HOTELSLAB ON GRADEELEV: 15.25RESTAURANTSLAB ON GRADEELEV: 16.25RETAIL 1SLAB ON GRADEELEV: 20.10RETAIL 2SLAB ON GRADEELEV: 21.5RETAIL 3SLAB ON GRADEELEV: 22.8PARKING GARAGESLAB ON GRADEELEV: 14.0VALETPAVERSELEV:14.0AARESIDENTIAL LOBBYSLAB ON GRADEELEV: 26.0LEVEL 1LEVEL 2LEVEL 1LEVEL 3LEVEL 4 ROOF LEVEL 5HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL PUBLIC& GUESTROOMS TYPE VAHOTEL LOBBY, POOL,& BACK OF HOUSETYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VAAPARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVEHORIZONTAL ASSEMBLY SEPARATETYPE IA PODIUM FROM 4 STORY TYPEVA BUILDING ABOVEAPARTMENTS - TYPE VAAPARTMENTS - TYPE VAAPARTMENTSTYPE VALEVEL 3LEVEL 4 ROOF LEVEL 5TYPICAL BUILDING SECTION A-ALEVEL 6LEVEL 6ROOF HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL PUBLIC& GUESTROOMS TYPE VAHOTEL LOBBY, POOL,& BACK OF HOUSETYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VAAPARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVE HORIZONTALASSEMBLY SEPARATE TYPE IA PODIUM FROM 4STORY TYPE VA BUILDING ABOVEAPARTMENTS - TYPE VAAPARTMENTS - TYPE VAAPARTMENTSTYPE VAROOF TYPICAL BUILDING SECTION A-ALEVEL 1LEVEL 2LEVEL 1LEVEL 3LEVEL 4 LEVEL 5LEVEL 3LEVEL 4 LEVEL 5LEVEL 6LEVEL 6PARKING GARAGEELEVATED FLOOR DECKELEV: 23.0AAAAPARKING GARAGEELEVATED FLOOR DECKELEV: 32.0HOTELELEVATED FLOOR DECKELEV: 32.0RESIDENTIALAPARTMENTSELEVATEDFLOOR DECKELEV: 32.0RESIDENTIALAPARTMENTSSLAB ON GRADEELEV: 32.0ROOF HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL PUBLIC& GUESTROOMS TYPE VAHOTEL LOBBY, POOL,& BACK OF HOUSETYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VAAPARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVE HORIZONTALASSEMBLY SEPARATE TYPE IA PODIUM FROM 4STORY TYPE VA BUILDING ABOVEAPARTMENTS - TYPE VAAPARTMENTS - TYPE VAAPARTMENTSTYPE VAROOF TYPICAL BUILDING SECTION A-ALEVEL 1LEVEL 2LEVEL 1LEVEL 3LEVEL 4 LEVEL 5LEVEL 3LEVEL 4 LEVEL 5LEVEL 6LEVEL 6HOTELELEVATED FLOOR DECKELEV: 44.0RESIDENTIAL APARTMENTSELEVATED FLOOR DECKELEV: 44.0AAROOF HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL PUBLIC& GUESTROOMS TYPE VAHOTEL LOBBY, POOL,& BACK OF HOUSETYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VAAPARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVE HORIZONTALASSEMBLY SEPARATE TYPE IA PODIUM FROM 4STORY TYPE VA BUILDING ABOVEAPARTMENTS - TYPE VAAPARTMENTS - TYPE VAAPARTMENTSTYPE VAROOF TYPICAL BUILDING SECTION A-ALEVEL 1LEVEL 2LEVEL 1LEVEL 3LEVEL 4 LEVEL 5LEVEL 3LEVEL 4 LEVEL 5LEVEL 6LEVEL 6HOTELELEVATED FLOOR DECKELEV: 54.0RESIDENTIAL APARTMENTSELEVATED FLOOR DECKELEV: 54.0AAROOF HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL PUBLIC& GUESTROOMS TYPE VAHOTEL LOBBY, POOL,& BACK OF HOUSETYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VAAPARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVE HORIZONTALASSEMBLY SEPARATE TYPE IA PODIUM FROM 4STORY TYPE VA BUILDING ABOVEAPARTMENTS - TYPE VAAPARTMENTS - TYPE VAAPARTMENTSTYPE VAROOF TYPICAL BUILDING SECTION A-ALEVEL 1LEVEL 2LEVEL 1LEVEL 3LEVEL 4 LEVEL 5LEVEL 3LEVEL 4 LEVEL 5LEVEL 6LEVEL 6ROOF HOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL GUESTROOMS - TYPE VAHOTEL PUBLIC& GUESTROOMS TYPE VAHOTEL LOBBY, POOL,& BACK OF HOUSETYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE IAPARKING GARAGE (ENCLOSED) - TYPE VAAPARTMENTS - TYPE VALINE OF 3 HOUR FIRE RESISTIVE HORIZONTALASSEMBLY SEPARATE TYPE IA PODIUM FROM 4STORY TYPE VA BUILDING ABOVEAPARTMENTS - TYPE VAAPARTMENTS - TYPE VAAPARTMENTSTYPE VAROOF TYPICAL BUILDING SECTION A-ALEVEL 1LEVEL 2LEVEL 1LEVEL 3LEVEL 4 LEVEL 5LEVEL 3LEVEL 4 LEVEL 5LEVEL 6LEVEL 6HOTELELEVATED FLOOR DECKELEV: 64.0RESIDENTIAL APARTMENTSELEVATED FLOOR DECKELEV: 64.0AA10-26-18 FOR BUILDING PERMIT
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.A0.00KEYBLDG FLOORPLANSKAKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 8:49:38 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsLEVEL 1 SLAB ON GRADEELEVATION VARIESLEVEL 2ELEVATION 23'-0"LEVEL 3ELEVATION 32'-0"LEVEL 4ELEVATION 44'-0"LEVEL 5ELEVATION 54'-0"LEVEL 6ELEVATION 64'-0"NORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLAN
16.3315.3314.014.9316.0314.020.3321.522.8015.331HA1.011RA1.011HA1.011RA1.0115A4.1516A4.1618A4.1819A4.1920A4.2021A4.212
6
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4
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2
6
29A4.2925
A
4
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2
5
2
4
A
4
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2
423A4.2317A4.1735A4.3537A4.3739
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4
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9
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0
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4
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4
0
4
1
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1
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46
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4
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4
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47
A4.47
10A4.1011A4.1112A4.1213A4.1332A4.3233A4.3334A4.3436A4.3638
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4
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3
8
4
3
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3
48
A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.2227
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.84TENANT 1RETAIL32.032.026.026.0TENANT 2RETAILTENANT 3RETAILLOBBYRESIDENTIALELEVATORMACHINEMECHANICAL1GMESTORAGE1SRGMAINELECTRICGARAGE1GLLEVEL 1TENANTRESTAURANTMACH.ELEV.VESTIBULEPOOLENG./FRONTDESKPOOLSTOR.STOR.RAMP-22 STEPSRAMP-1MAINT.ELECMANAGERSALESWORK AREASTOR.COMP./VEST.DRIVE-INVALETDROP-OFFPARAKING GARAGEVAN PARKINGACCESSIBLEVALET2 STEPS
14.00RAMPOFFICEHOTELABXPOOLPOOLMECH.STAIR-1WOMENMENTREATSSHOPMAIN LOBBYLOBBYELEV.CARTSL.S.VEST.RESI.MAILGARAGE1GLLEVEL 11EL11ML1RVS1RLB1EM21RT31RT21RT11RST1VL1VO1ELB1EM11CT1ML1FD1TS1WN1MN1SR11CP1WA1SL1MG1PL1PV1EG1PS1PM1ST11EL21LS1SR21HVS21.523.014.0NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.UNIT TYPEKINGLEVEL1TOTAL GUEST ROOMSQUEEN QUEENHOTEL GUEST ROOM MATRIX5511TOTAL6047113KING ADA13QUEEN QUEEN ADA01300001814341134UNIT TYPEONE BEDROOMTOTAL UNITSTWO BEDROOMRESIDENTIAL UNIT BREAKDOWN24816TOTAL103756ONE BEDROOM ACCTWO BEDROOM ACC00000110001010011311111616LEVEL2LEVEL3LEVEL4LEVEL5LEVEL1LEVEL2LEVEL3LEVEL4LEVEL5ONE BED + DEN16ONE BED + DEN ACC00001011223234LEVEL600000181411191401LEVEL60000000A0.01OVERALLLEVEL 1FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:45:05 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
06-15-18 Contract Documents
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
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.11/16" = 1'-0"OVERALL LEVEL 1 FLOOR PLANNPLAN
23.023.023.032.015A4.1516A4.1618A4.1819A4.1920A4.2021A4.212
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29A4.292
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423A4.2317A4.1735A4.3537A4.373
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10A4.1011A4.1112A4.1213A4.1332A4.3233A4.3334A4.3436A4.3638
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A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.2227
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.8432.0LEVEL 2GARAGE2GLLEVEL 2GARAGE2GLTRASH2TRWATER2WRSTAIR-1STAIR-22ST23ST126.021.516.3315.33STORAGE2SR12HA1.022RA1.022HA1.022RA1.02NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.A0.02OVERALLLEVEL 2FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:51:49 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
06-15-18 Contract Documents
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.21/16" = 1'-0"OVERALL LEVEL 2 FLOOR PLANNPLAN
32.032.03
2
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0
32.02
6
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0
32.032.03HA1.033RA1.033HA1.033RA1.0315A4.1516A4.1618A4.1819A4.1920A4.2021A4.212
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10A4.1011A4.1112A4.1213A4.1332A4.3233A4.3334A4.3436A4.363
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48
A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.2227
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.84RESIDENCELOBBYBELOWRESIDENCELOBBYBELOWSHADED INDICATESINTERIOR DESIGNED SPACE32.0ELECTRICROOM BELOWQUEENH-323DOUBLEQUEENH-321DOUBLEQUEENH-319DOUBLEKINGH-317QUEENH-315DOUBLEKINGH-311KINGH-309ACC-KINGH-307QUEENH-305DOUBLEKINGH-303KINGH-301BREAKSTAIR-1CORRIDOR-13CR1CORRIDOR-2
3CR2
CORRIDOR-3
3CR3
CORRIDOR-43CR4R-381C5R-383C4R-385B2R-387C6R-397A1R-395C3R-393C3R-391A2STAIR-2STAIR-3LOBBY3ELBELEV.ICEEMPLOYEEELEV. LOBBY3RELRESIDENTIAL3EB3ST23ST13ST3GARAGE3GLLEVEL 3GARAGE3GLLEVEL 3LAUNDRY3LDLINEN3LNDRYER3DRSTORAGE3SR2STOR3SR1ELEC3ELCRR3EREMPOFFICE3HOHOUSEKEEPINGBOH3BOHMEN3MNWOMEN3WNBREAKFAST AREA3BRPANTRY3PTCOFFEEPREP3FPFOODSTOR3FSRFOODCENTER3FCFITNESSMECHANICAL3METRASH3TR2
6
.
0
32.032.0FITNESSRESIDENTIAL3RFCSTORAGERESIDENTIAL3RSRROOMTRASH3RTRRESIDENCENOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.A0.03OVERALLLEVEL 3FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:53:00 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
06-15-18 Contract Documents
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
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.31/16" = 1'-0"OVERALL LEVEL 3 FLOOR PLANNPLAN
4HA1.044RA1.044HA1.044RA1.0415A4.1516A4.1618A4.1819A4.1920A4.2021A4.212
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A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.2227
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.84POOLACCUGENERATOR
KINGH-445KINGH-443KINGH-441KINGH-439KINGH-437QUEENH-435DOUBLEQUEENH-433DOUBLEQUEENH-431DOUBLEQUEENH-529DOUBLEQUEENH-427DOUBLEQUEENH-425DOUBLEQUEENH-423DOUBLEQUEENH-421DOUBLEQUEENH-419DOUBLEKINGH-417QUEENH-415DOUBLEKINGH-411KINGH-409KINGH-407QUEENH-405DOUBLEKINGH-403KINGH-401KINGH-402QUEENH-404DOUBLESTORAGEUTILITYELEC.KINGH-442QUEENH-444ACC-DOUBLEKINGH-440QUEENH-438QUEENH-436KINGH-434KINGH-432KINGH-430DOUBLEDOUBLEH-424H-422STAIR-1LOBBY4ELBELEV.ICECORRIDOR-14CR1CORRIDOR-2
4CR2
CORRIDOR-3
4CR3
CORRIDOR-44CR4R-480C1R-482A3R-481C5R-483C4R-485B2R-487C6R-486B1R-490C1R-492C1R-494C1R-496C1R-497A1R-495C3R-493C3R-491A2R-489C2STAIR-2STAIR-3QUEENDOUBLEQUEENDOUBLEROOF BELOW4ST14ST24ST3A0.04OVERALLLEVEL4FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:54:03 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
06-15-18 Contract Documents
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
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.41/16" = 1'-0"OVERALL LEVEL 4 FLOOR PLANNPLANELEV. 44.0'
ROOF BELOW5HA1.055RA1.055HA1.055RA1.0515A4.1516A4.1618A4.1819A4.1920A4.2021A4.212
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A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.2227
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.84KINGH-545KINGH-543KINGH-541KINGH-539KINGH-537QUEENH-535DOUBLEQUEENH-533DOUBLEQUEENH-531DOUBLEQUEENH-529DOUBLEQUEENH-527DOUBLEQUEENH-525DOUBLEQUEENH-523DOUBLEQUEENH-521DOUBLEQUEENH-519DOUBLEKINGH-517QUEENH-515DOUBLEKINGH-511KINGH-509KINGH-507QUEENH-505DOUBLEKINGH-503KINGH-501KINGH-502QUEENH-504DOUBLESTORAGEUTILITYELEC.KINGH-542QUEENH-544ACC-DOUBLEKINGH-540QUEENH-538QUEENH-536KINGH-534KINGH-532KINGH-530DOUBLEDOUBLEKINGH-524KINGH-522STAIR-1LOBBY5ELBELEV.ICECORRIDOR-15CR1CORRIDOR-2
5CR2
CORRIDOR-3
5CR3
CORRIDOR-45CR4R-580C1R-582A3R-581C5R-583C4R-585B2R-587C6R-586B1R-590C1R-592C1R-594C1R-596C1R-597A1R-595C3R-593C3R-591A2R-589C2STAIR-2STAIR-35ST15ST25ST3A0.05OVERALLLEVEL 5FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:54:48 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
06-15-18 Contract Documents
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
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.51/16" = 1'-0"OVERALL LEVEL 5 FLOOR PLANNPLANELEV. 54.0'
ROOF BELOW6HA1.066RA1.066HA1.066RA1.0615A4.1516A4.1618A4.1819A4.1920A4.2021A4.2126
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A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.222
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.84KINGH-645KINGH-643KINGH-641KINGH-639KINGH-637QUEENH-635DOUBLEQUEENH-633DOUBLEQUEENH-631DOUBLEQUEENH-629DOUBLEQUEENH-627DOUBLEQUEENH-625DOUBLEQUEENH-623DOUBLEQUEENH-621DOUBLEQUEENH-619DOUBLEKINGH-617QUEENH-615DOUBLEKINGH-611KINGH-609KINGH-607QUEENH-605DOUBLEKINGH-603KINGH-601KINGH-602QUEENH-604DOUBLESTORAGEUTILITYELEC.KINGH-642QUEENH-644ACC-DOUBLEKINGH-640QUEENH-638QUEENH-636KINGH-634KINGH-632KINGH-630DOUBLEDOUBLEKINGH-624KINGH-622STAIR-1LOBBY6ELBELEV.ICECORRIDOR-16CR1CORRIDOR-2
6CR2
CORRIDOR-3
6CR3
CORRIDOR-46CR4R-680C1R-682A3R-681C5R-683C4R-685B2R-687C6R-686B1R-690C1R-692C1R-694C1R-696C1R-697A1R-695C3R-693C3R-691A2R-689C2STAIR-2STAIR-36ST16ST26ST3A0.06OVERALLLEVEL 6FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:55:28 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
06-15-18 Contract Documents
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
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.11/16" = 1'-0"OVERALL LEVEL 6 FLOOR PLANNPLANELEV. 64.0'
LOW ROOF BELOWERV-2LOB1LOB2ELEV1OFFICEDATABKFST1BKFST2FOODPREPFITNESSLAUNDRYBREAKROOMSTAIR1MUA-KEF-KHGREASEDUCTEF-REFR/FREZZER 10"x6"RTU-BAR 18"x16"SUPPLY & RETURNMUA-KITCHEN 26"x24"RTU-KITCHEN 26"x16"SUPPLY & RETURNRTU-KRTU-BARRTU-DININGSTAIR3R496R395RESI.LOBBYR497R597R397R697R596R696R495R595R695R494R594R694R393R493R593R693R492R592R692R391R491R591R691R490R590R690R489R589R689R387R487R587R687R486R586R686R385R485R585R685FITNESSR383R483R583R683R482R582R682R381R481R581R681R480R580R680STAIR2LINEN CHUTEVENTTRASH CHUTE VENTERV-1SLOPEELEVATOR HOISTWAY VENT TOPROVIDE 6 SQ. FT. MIN. VENT AREAWITH CONTROL DAMPER POWEREDTO OPEN AUTOMATICALLY (PER 524CMR 17.03, 3 AND 4.PROJECTED ELEVATOR SHAFTENCLOSURESLOPE SLOPE
SLOPE
SLOPE SLOPESLOPESLOPESLOPESLOPESLOPESLOPE
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ESLOPE PROJECTED ROOF TOPDOG HOUSE ENCLOSUREPROJECTED ROOF TOPDOG HOUSE ENCLOSUREPROJECTED ROOF TOPDOG HOUSE ENCLOSURESLOPEELEVATOR HOISTWAY VENT TO PROVIDE 6 SQ.FT. MIN. VENT AREA WITH CONTROL DAMPERPOWERED TO OPEN AUTOMATICALLY (PER 524CMR 17.03, 3 AND 4.PROJECTED ELEVATOR SHAFT ENCLOSURESLOPE4" ROOF DRAIN W/STRAINER & SUMP PANSLOPESLOPE
SLOPESLOPESLOPESLOPE
SLOPESLOPESLOPESLOPESLOPESLOPE
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SLOPESLOPESLOPE
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SLOPE
SLOPE
4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PANEQUIPMENTSCREENINGPOOLACCUGENERATORGARAGE ROOF SIKA SARNAFILG410 LEAD GREY 60 MILRETAILRTUFUTURERETAIL RTUFUTURERETAIL RTUSLOPEFULLY ADHERED ROOFMEMBRANE SYSTEM4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PAN4" ROOF DRAIN W/STRAINER & SUMP PANFULLY ADHERED ROOFMEMBRANE SYSTEMFULLY ADHERED ROOFMEMBRANE SYSTEMCORRIDOR SCREEN WALLEXTENDING ABOVE ROOFCORRIDOR SCREEN WALLEXTENDING ABOVE ROOFCORRIDOR SCREEN WALLEXTENDING ABOVE ROOFCORRIDOR SCREEN WALLEXTENDING ABOVE ROOFTAPERED INSULATION TO CREATE1/4" PER FT. SLOPE TO ROOF DRAIN(S)15A4.1516A4.1618A4.1819A4.1920A4.2021A4.2126
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A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5963A4.6364A4.6465A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.067A4.078A4.089A4.0978A4.7879A4.7986A4.8683A4.8382A4.8280A4.8081A4.8187A4.8788A4.8814A4.1422A4.222
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1 52A4.5253A4.53 61A4.6162A4.62
76A4.7685A4.8584A4.84EF-DISHWASHER 12"x12"RTU-DINING 26"x16"SUPPLY & RETURNCORRIDOR SCREEN WALLEXTENDING ABOVE ROOFELEVLOBBYCORRCR1CORRCR2H301H303H401H403H402H404H503H501H603H601ELEV2ROOF PLAN LEGENDROOF TOP HVAC UNITV.T.R.VENT THROUGH ROOF,NOT SHOWN FOR CLARITYROOF DRAIN WITH STRAINER AND SUMPROOF SLOPE INDICATOR-MIN. SLOPE 14"/FT.AS REQUIRED BY CODEROOF PLAN NOTES:1. ALL WOOD BLOCKING AROUND BUILDING PERIMETER AND AT ROOF PENETRATIONS TO BE SUPPLIED ANDINSTALLED BY THE ROOF CONTRACTOR.2. PLUMBING VENTS TO PENETRATE ROOF MEMBRANE AT LOCATIONS AS REQUIRED BY CODE.3. ROOFING CONTRACTOR TO LEVEL MECHANICAL CURBS.4. ROOFING CONTRACTOR TO FLASH ALL PENETRATIONS. COORDINATE WITH MECHANICAL, PLUMBING ANDELECTRICAL CONTRACTORS. PROVIDE CHAMFERED INSULATION STRIPS AT ALL VERTICAL TRANSITIONSTHROUGH THE ROOF.5. ROOFING SYSTEM AND RELATED COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S WRITTEN REQUIREMENTS. MATERIALS SHALL BE INSTALLED IN A METHOD APPROVED INWRITING BY THE MANUFACTURER.6. TPO ROOFING SYSTEM SHALL BE A MIN. OF .060 MILS, FULLY ADHERED ROOF SYSTEM OVER DENS DECKPRIME ROOF BOARD.7. PROVIDE ALL TPO TERMINATION BARS, GRAVEL STOPS AND FLASHING AS REQUIRED FOR A COMPLETEWEATHERTIGHT SYSTEM.8. TPO ROOFING SYSTEM SHALL HAVE A 20 YEAR MANUFACTURER'S MATERIAL WARRANTY.9. GRAVEL STOP/FLASHING TO BE SUPPLIED AND INSTALLED BY THE ROOFING CONTRACTOR.10. PROVIDE MINIMUM 4" POLYISOCYANURATE INSULATION, MECHANICALLY FASTENEDTO ROOF DECK AS REQUIRED PER MANUFACTURER'S INSTRUCTIONS.11. PROVIDE TAPERED INSULATION AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT ALL ROOF AREASINCLUDING AROUND MECHANICAL CURBS OR OTHER OBSTRUCTIONS. MINIMUM ROOF SLOPE AT ALL AREAS1/4"/FT AS REQUIRED BY CODE.A0.07OVERALLROOFPLANKKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 4:41:22 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.11/16" = 1'-0"OVERALL ROOF PLANNPLAN
E1A3.01E2A3.01E3A3.01E4A3.01E5A3.01E6A3.01E14A3.01E8A3.01E14A3.01E16A3.01E9A3.01E13A3.01E11A3.01E7A3.01E17A3.01E19A3.01E21A3.01E15A3.01E10A3.01E12A3.01E18A3.01E20A3.01E22A3.01E23A3.01E25A3.01E27A3.01E29A3.02E31A3.02E33A3.02E36A3.02E35A3.02E24A3.01E28A3.02E32A3.02E34A3.02E37A3.02E38A3.02E39A3.02E26A3.01E30A3.02E41A3.02E42A3.02E43A3.02E45A3.02E46A3.02E47A3.02E50A3.02E51A3.02E40A3.02E44A3.02E48A3.02E53A3.02E55A3.02E59A3.03E52A3.02E56A3.02E57A3.02E58A3.03E62A3.03E61A3.03E60A3.03E49A3.02EP1A3.04EP2A3.04EP3A3.05EP3A3.05EP4A3.05ELEVATION PROJECTEDELEVATION PROJECTEDELEVATION PROJECTEDE
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ELEVATION PROJECTED E17A3.01E17A3.01E54A3.02A3.00ELEVATIONKEY PLANKKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:06:30 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
08-17-17 Progress Plans
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.E L E V A T I O N K E Y P L A NPARKINGGARAGEHOTELHOTELRESIDENTIALRESIDENTIALAO.01LEVEL 1 A3.01EXTERIOR ELEVATIONSAO.02LEVEL 2 AO.03LEVEL 3 AO.04LEVEL 4 AO.05LEVEL 5 AO.06LEVEL 6 AO.07ROOF LEVEL A3.02EXTERIOR ELEVATIONS A3.03EXTERIOR ELEVATIONSA3.00ELEVATION KEY PLAN
PARKING P-1 (ELEV 14'-0")LEVEL 2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")LEVEL 1 (ELEV : 15'-4")BEGHJKLMNOPQRSTUV9A4.098A4.086A4.065A4.054A4.042A4.021A4.0175A4.7574A4.7473A4.7372A4.7271A4.713A4.0376A4.7606060601011414141515151515151413131313130604040507070404OUTSIDE CORNER MULLIONINSIDE CORNER MULLIONINSIDE CORNER MULLIONRESTAURANT LEVEL (ELEV : 16'-4")PARKING P-1 (ELEV 14'-0")PARKING P-2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 + PARKING P-3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")1186321B70A4.7069A4.6968A4.6867A4.6766A4.6665A4.6564A4.6463A4.63111316A.516171819202223AA1920B1760A4.6059A4.5958A4.5857A4.5756A4.5655A4.5554A4.5461A4.6162A4.6211121112ALTERNATE COLORSUP TO DECK BAND,TYPICAL BASE FROME20-E351212081212080811121112080806060613130604040413131311121112080812PPARKING P-1 (ELEV 14'-0")LEVEL 2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")LEVEL 1 (ELEV : 15'-4")1PARKING P-1 (ELEV 14'-0")PARKING P-2 (ELEV : 23'-0")LEVEL 1 (ELEV : 15'-4")06070607060606060706070607060706070607060707070707070707010607CAST STONE - Precast Concrete, color: Light LimestoneMASONRY - Morin Brick, color: Royal River, Red Range mortar: Spec Mix, SM660 - SalmonMASONRY - Morin Brick, color: Old Port Blend, Pinkerton Range mortar: Spec Mix, SM730 - BriarwoodMASONRY - Genest 'Manchester Block', 24" x 8" color: #131 Ashland Gray, finish: ground face mortar: Spec Mix, SM770 - Sable03010204MASONRY - Genest 'Manchester Block', 24" x 8" color: #125 N.E. Granite, finish: ground face mortar: Spec Mix, SM750 - Silverstone05FIBER CEMENT - Cembrit 'Patina' color: P070, 921 Flint06FIBER CEMENT - Cembrit 'Patina' color: P222, 901 PearlFIBER CEMENT - Cembrit 'Patina' color: P020, 967 Granite08FIBER CEMENT - Cembrit 'Transparent' color: T383, 302 Vesuv101112METAL SHINGLE - Millennium Forms, Zalmag color: Pre-Patina II14METAL SHINGLE - Millennium Forms, Zalmag color: Mill Finish Slate Grey151609FIBER CEMENT - Cembrit 'Patina' color: P050, 922 GraphiteFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Autumn BrownFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Desert BeigeEXTERIOR MATERIALS LEGEND1307FIBER CEMENT - Cembrit 'Solid' color: S101, 508 PlutoFIBER CEMENT - Cembrit 'Cover' color: C160, 118 LondonA3.01EXTERIORELEVATIONSKKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:07:26 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
08-17-17 Progress Plans
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.E1E2E3E4E5E6E7E8E9E10E11E13E12E14E14E15E16E17E17E18E19E20E21E22E23E24E25E26E27E X T E R I O R E L E V A T I O N SAO.01LEVEL 1 A3.01EXTERIOR ELEVATIONSAO.02LEVEL 2 AO.03LEVEL 3 AO.04LEVEL 4 AO.05LEVEL 5 AO.06LEVEL 6 AO.07ROOF LEVEL A3.02EXTERIOR ELEVATIONS A3.03EXTERIOR ELEVATIONSA3.00ELEVATION KEY PLAN
252628B2325CC292834D50A4.5048A4.4847A4.4753A4.5352A4.5251A4.5134363746A4.4645A4.453944A4.4443A4.43X.13941X.1414244X.14446X.1PARKING P-2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 + PARKING P-3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")49A4.4902020202030303TYP. ALL03TYP. ALL09090909030303020202030303TYP. ALL090909030302030903031208121212080816161616081112111211121112ALTERNATE COLORSUP TO DECK BAND,TYPICAL BASE FROME20-E35464748X.14850X.1505152X.15253X.3Y.334A4.34Y.3Y.15331A4.310202020202020202020202030303TYP. ALL090909030309090909090933A4.3337A4.3736A4.3635A4.3538A4.3839A4.3940A4.4041A4.4142A4.42Z.332A4.3252515048474644424139373634323130A4.3028A4.2827A4.2726A4.2625A4.2524A4.24LEVEL 3 (ELEV : 44'-0")LEVEL 4 (ELEV : 54'-0")ROOF (ELEV : 75'-0")LEVEL 5 (ELEV : 64'-0")1214171819201622A4.2221A4.2120A4.2010101010101010070607061010CAST STONE - Precast Concrete, color: Light LimestoneMASONRY - Morin Brick, color: Royal River, Red Range mortar: Spec Mix, SM660 - SalmonMASONRY - Morin Brick, color: Old Port Blend, Pinkerton Range mortar: Spec Mix, SM730 - BriarwoodMASONRY - Genest 'Manchester Block', 24" x 8" color: #131 Ashland Gray, finish: ground face mortar: Spec Mix, SM770 - Sable03010204MASONRY - Genest 'Manchester Block', 24" x 8" color: #125 N.E. Granite, finish: ground face mortar: Spec Mix, SM750 - Silverstone05FIBER CEMENT - Cembrit 'Patina' color: P070, 921 Flint06FIBER CEMENT - Cembrit 'Patina' color: P222, 901 PearlFIBER CEMENT - Cembrit 'Patina' color: P020, 967 Granite08FIBER CEMENT - Cembrit 'Transparent' color: T383, 302 Vesuv101112METAL SHINGLE - Millennium Forms, Zalmag color: Pre-Patina II14METAL SHINGLE - Millennium Forms, Zalmag color: Mill Finish Slate Grey151609FIBER CEMENT - Cembrit 'Patina' color: P050, 922 GraphiteFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Autumn BrownFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Desert BeigeEXTERIOR MATERIALS LEGEND1307FIBER CEMENT - Cembrit 'Solid' color: S101, 508 PlutoFIBER CEMENT - Cembrit 'Cover' color: C160, 118 LondonA3.02EXTERIORELEVATIONSKKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:08:36 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
08-17-17 Progress Plans
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.E28E29E30E31E32E33E34E36E38E39E40E43E X T E R I O R E L E V A T I O N S SCALE: 3/32" = 1'-0"E44E48E50E51E53E56E57E35E37E41E42E45E47E46E49E52E54E55AO.01LEVEL 1 A3.01EXTERIOR ELEVATIONSAO.02LEVEL 2 AO.03LEVEL 3 AO.04LEVEL 4 AO.05LEVEL 5 AO.06LEVEL 6 AO.07ROOF LEVEL A3.02EXTERIOR ELEVATIONS A3.03EXTERIOR ELEVATIONSA3.00ELEVATION KEY PLAN
LMNOPQRSTU.2K.6J.6I19A4.1918A4.1815A4.1514A4.14Z.307061414510151821242713A4.1312A4.1211A4.1110A4.10Z.3RESTAURANT LEVEL (ELEV : 16'-4")PARKING P-1 (ELEV 14'-0")PARKING P-2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 + PARKING P-3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")78A4.7879A4.7980A4.8081A4.8182A4.8283A4.8384A4.8485A4.8586A4.8687A4.8788A4.88140505050505050501010101010505050505TYP.05TYP.05CAST STONE - Precast Concrete, color: Light LimestoneMASONRY - Morin Brick, color: Royal River, Red Range mortar: Spec Mix, SM660 - SalmonMASONRY - Morin Brick, color: Old Port Blend, Pinkerton Range mortar: Spec Mix, SM730 - BriarwoodMASONRY - Genest 'Manchester Block', 24" x 8" color: #131 Ashland Gray, finish: ground face mortar: Spec Mix, SM770 - Sable03010204MASONRY - Genest 'Manchester Block', 24" x 8" color: #125 N.E. Granite, finish: ground face mortar: Spec Mix, SM750 - Silverstone05FIBER CEMENT - Cembrit 'Patina' color: P070, 921 Flint06FIBER CEMENT - Cembrit 'Patina' color: P222, 901 PearlFIBER CEMENT - Cembrit 'Patina' color: P020, 967 Granite08FIBER CEMENT - Cembrit 'Transparent' color: T383, 302 Vesuv101112METAL SHINGLE - Millennium Forms, Zalmag color: Pre-Patina II14METAL SHINGLE - Millennium Forms, Zalmag color: Mill Finish Slate Grey151609FIBER CEMENT - Cembrit 'Patina' color: P050, 922 GraphiteFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Autumn BrownFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Desert BeigeEXTERIOR MATERIALS LEGEND1307FIBER CEMENT - Cembrit 'Solid' color: S101, 508 PlutoFIBER CEMENT - Cembrit 'Cover' color: C160, 118 LondonA3.03EXTERIORELEVATIONSKKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:09:10 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
08-17-17 Progress Plans
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.E58E X T E R I O R E L E V A T I O N S SCALE: 3/32" = 1'-0"E59E60E62E61AO.01LEVEL 1 A3.01EXTERIOR ELEVATIONSAO.02LEVEL 2 AO.03LEVEL 3 AO.04LEVEL 4 AO.05LEVEL 5 AO.06LEVEL 6 AO.07ROOF LEVEL A3.02EXTERIOR ELEVATIONS A3.03EXTERIOR ELEVATIONSA3.00ELEVATION KEY PLAN
PARKING P-1 (ELEV 14'-0")LEVEL 2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")LEVEL 1 (ELEV : 15'-4")BEGHJKLMNOPQRSTUV060606010114141415151515151514131313131306040405070704049A4.098A4.086A4.065A4.054A4.042A4.021A4.0175A4.7574A4.7473A4.7372A4.7271A4.713A4.0376A4.76CAST STONE - Precast Concrete, color: Light LimestoneMASONRY - Morin Brick, color: Royal River, Red Range mortar: Spec Mix, SM660 - SalmonMASONRY - Morin Brick, color: Old Port Blend, Pinkerton Range mortar: Spec Mix, SM730 - BriarwoodMASONRY - Genest 'Manchester Block', 24" x 8" color: #131 Ashland Gray, finish: ground face mortar: Spec Mix, SM770 - Sable03010204MASONRY - Genest 'Manchester Block', 24" x 8" color: #125 N.E. Granite, finish: ground face mortar: Spec Mix, SM750 - Silverstone05FIBER CEMENT - Cembrit 'Patina' color: P070, 921 Flint06FIBER CEMENT - Cembrit 'Patina' color: P222, 901 PearlFIBER CEMENT - Cembrit 'Patina' color: P020, 967 Granite08FIBER CEMENT - Cembrit 'Transparent' color: T383, 302 Vesuv101112METAL SHINGLE - Millennium Forms, Zalmag color: Pre-Patina II14METAL SHINGLE - Millennium Forms, Zalmag color: Mill Finish Slate Grey151609FIBER CEMENT - Cembrit 'Patina' color: P050, 922 GraphiteFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Autumn BrownFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Desert BeigeEXTERIOR MATERIALS LEGEND1307FIBER CEMENT - Cembrit 'Solid' color: S101, 508 PlutoFIBER CEMENT - Cembrit 'Cover' color: C160, 118 London1316171819202223252628291186321RESTAURANT LEVEL (ELEV : 16'-4")PARKING P-1 (ELEV 14'-0")PARKING P-2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 + PARKING P-3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")080806060613130413131308121112111208081212081112111270A4.7069A4.6968A4.6867A4.6766A4.6665A4.6564A4.6463A4.6360A4.6059A4.5958A4.5857A4.5756A4.5655A4.5554A4.5452A4.5251A4.5150A4.5049A4.49A3.04EXTERIORELEVATIONSKKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:09:55 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
09-14-18 for Design Review Board
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.EP1 . ELEVATION PROJECTEDE X T E R I O R E L E V A T I O N S SCALE: 3/32" = 1'-0"AO.01LEVEL 1 A3.01EXTERIOR ELEVATIONSAO.02LEVEL 2 AO.03LEVEL 3 AO.04LEVEL 4 AO.05LEVEL 5 AO.06LEVEL 6 AO.07ROOF LEVEL A3.02EXTERIOR ELEVATIONS A3.03EXTERIOR ELEVATIONSA3.00ELEVATION KEY PLAN
EP2 . ELEVATION PROJECTEDTYPICAL OUTSIDE CORNER
X.3Y.3Y.1Z.3145101518212427RESTAURANT LEVEL (ELEV : 16'-4")PARKING P-1 (ELEV 14'-0")PARKING P-2 (ELEV : 23'-0")LEVEL 4 (ELEV : 44'-0")LEVEL 5 (ELEV : 54'-0")LEVEL 3 + PARKING P-3 (ELEV : 32'-0")ROOF (ELEV : 75'-0")LEVEL 6 (ELEV : 64'-0")0209020910050505050101010105050505TYP.05TYP.0514050537A4.3736A4.3635A4.3513A4.1312A4.1211A4.1110A4.1078A4.7879A4.7980A4.8081A4.8182A4.8283A4.8384A4.8485A4.8586A4.8687A4.8788A4.88CAST STONE - Precast Concrete, color: Light LimestoneMASONRY - Morin Brick, color: Royal River, Red Range mortar: Spec Mix, SM660 - SalmonMASONRY - Morin Brick, color: Old Port Blend, Pinkerton Range mortar: Spec Mix, SM730 - BriarwoodMASONRY - Genest 'Manchester Block', 24" x 8" color: #131 Ashland Gray, finish: ground face mortar: Spec Mix, SM770 - Sable03010204MASONRY - Genest 'Manchester Block', 24" x 8" color: #125 N.E. Granite, finish: ground face mortar: Spec Mix, SM750 - Silverstone05FIBER CEMENT - Cembrit 'Patina' color: P070, 921 Flint06FIBER CEMENT - Cembrit 'Patina' color: P222, 901 PearlFIBER CEMENT - Cembrit 'Patina' color: P020, 967 Granite08FIBER CEMENT - Cembrit 'Transparent' color: T383, 302 Vesuv101112METAL SHINGLE - Millennium Forms, Zalmag color: Pre-Patina II14METAL SHINGLE - Millennium Forms, Zalmag color: Mill Finish Slate Grey151609FIBER CEMENT - Cembrit 'Patina' color: P050, 922 GraphiteFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Autumn BrownFIBER CEMENT - Nichiha 'Masonry Series', Sandstone color: Desert BeigeEXTERIOR MATERIALS LEGEND1307FIBER CEMENT - Cembrit 'Solid' color: S101, 508 PlutoFIBER CEMENT - Cembrit 'Cover' color: C160, 118 London3436373941424446474850515253161616160203090303020902090209020902090246A4.4645A4.4544A4.4443A4.4341A4.4142A4.4240A4.40A3.05EXTERIORELEVATIONSKKDQ c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:10:37 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
09-14-18 for Design Review Board
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.E58E X T E R I O R E L E V A T I O N S SCALE: 3/32" = 1'-0"AO.01LEVEL 1 A3.01EXTERIOR ELEVATIONSAO.02LEVEL 2 AO.03LEVEL 3 AO.04LEVEL 4 AO.05LEVEL 5 AO.06LEVEL 6 AO.07ROOF LEVEL A3.02EXTERIOR ELEVATIONS A3.03EXTERIOR ELEVATIONSA3.00ELEVATION KEY PLAN
EP3 . ELEVATION PROJECTEDEP4 . ELEVATION PROJECTED
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P020, 967 GRANITE
R.O. = 11'-6"3'-2"1'-4"±COMPOSITE ALUMINUM
FINISHED COLUMN COVER
IN VIEW BEYOND 2'-0"43'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
1
11'-0"ROOF LEVEL
ELEV. = 75'-0"
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
METAL TILE SIDING WITH
MANUFACTURERS RECOMMENDED
FASTENERS
1/2" PLYWOOD SHEATHING
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
INFILL STEEL BEAM WITH Z-FRAMING
AND RIGID INSULATION
METAL TILE TRANSITION FLASHING
OVER FIBER CEMENT PANELS
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
R-21 FIBERGLASS BATT INSULATION
8" METAL FRAMING WIITH
5/8" DENSGLASS SHEATHING
SELF ADHERED WEATHER RESISTANT
BARRIER (SHOWN DASHED) BEHIND
ALL FIBER CEMENT PANEL LOCATIONS
BUILDING MOUNTED SIGN,
PROVIDE BLOCKING, CONDUIT,
AND POWER PER SIGNAGE
REQUIREMENTS
2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
R-21 FIBERGLASS BATT INSULATION
SUSPENDED G.W.B. CEILING
ASSEMBLY
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
2" RIGID INSULATION
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB
FRAMING WITH FASTENERS AND
SPACING PER MANUFACTURERS
RECOMMENDATIONS
SELF ADHERED WEATHER
RESISTANT BARRIER (SHOWN
DASHED) BEHIND ALL FIBER
CEMENT PANEL LOCATIONS
3 4"
COMPOSITE ALUMINUM
FINISHED COLUMN COVER
IN VIEW BEYOND
EQ.EQ.
1"
2B
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)714"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.01HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:15:04 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
1 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WALL DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
VALET ENTRY HEADER DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P020, 967 GRANITE
11'-6"3'-2"1'-4"±COMPOSITE ALUMINUM
FINISHED COLUMN COVER 2'-0"4'-0"2'-0"R.O. = 7'-1012"2'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL SHINGLE -
MILLENNIUM FORMS,
ZALMAG COLOR: MILL
FINISH SLATE GREY
METAL SHINGLE -
MILLENNIUM FORMS,
ZALMAG COLOR: MILL
FINISH SLATE GREY
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
MASONRY - GENEST
'MANCHESTER BLOCK', 24" X 8"
COLOR: #131 ASHLAND GRAY,
FINISH: GROUND FACE
MORTAR: SPEC MIX, SM770 - SABLE112"R.O. = 7'-10112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"1
11'-0"ROOF LEVEL
ELEV. = 75'-0"3'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WINDOW NAILING FIN
WINDOW HEAD FLASHING WITH
FALSE STARTER PROFILE TO
ACCEPT METAL TILE SIDING
PERIMETER WINDOW SEALANT
WITH BACKER ROD
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEADTHERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING 4"1'-4"512"5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
2x4 INFILL FRAMING
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
THERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
G.W.B. WRAPPED STEEL BUILDING
COLUMN TO ACHEIVE A 3 HOUR FIRE
RATING
R-21 FIBERGLASS BATT INSULATION
SUSPENDED G.W.B. CEILING
ASSEMBLY
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
2" RIGID INSULATION
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB
FRAMING WITH FASTENERS AND
SPACING PER MANUFACTURERS
RECOMMENDATIONS
STEEL COLUMN
*REFER TO STRUCTURAL
.2"1'-8"Ø
1'-6"Ø
LIGHT GAGE METAL FRAMING
PER LIGHT GAGE ENGINEER
COMPOSITE ALUMINUM
FINISHED COLUMN COVER714".
METAL TILE TRANSITION FLASHING
OVER FIBER CEMENT PANELS
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
SELF ADHERED WEATHER RESISTANT
BARRIER (SHOWN DASHED) BEHIND
ALL FIBER CEMENT PANEL LOCATIONS
BUILDING MOUNTED SIGN,
PROVIDE BLOCKING, CONDUIT,
AND POWER PER SIGNAGE
REQUIREMENTS
3 4"
METAL TRANSITION FLASHING
WITH HEMMED EDGE, SET IN A
BED OF SEALANT OVER
COLUMN COVER
34"WEATHER-RESISTANT BARRIER W/
MANUFACTURER'S SEAM TAPE
1/2" PLYWOOD SHEATHING
METAL TILE SIDING W/
FACTORY FALSE STARTER TRIM
SELF-ADHERED WINDOW JAMB FLASHING
OVER WEATHER-RESISTANT BARRIER
J-CHANNEL BY METAL TILE SIDING
MANUFACTURER
'L' SHAPED FLASHING AT WINDOW JAMB
PERIMETER WINDOW SEALANT W/ BACKER
ROD (AVOID FILLING WEEP HOLES)
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
1'-8"Ø
1'-6"Ø
SAF FLASHING EXTENDS 18" ABOVE
LIGHT GAGE METAL FRAMING PER
LIGHT GAGE ENGINEER
COMPOSITE ALUMINUM FINISHED
COLUMN COVER
PROVIDE SEALANT AND BACKER
ROD AT PANEL AND MASORY JOINT
SOLID MASONRY TOP COURSE-
GENEST 'MANCHESTER BLOCK'
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING, WEEP
BAFFLE, 3" STAINLESS STEEL
DRIP PLATE SET IN A BED OF SEALANT
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
2'-0"4"G.W.B. WRAPPED STEEL BUILDING
COLUMN TO ACHEIVE A 3 HOUR FIRE
RATING.
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.02HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:16:16 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
2 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW SILL DETAIL WITH PTAC
SCALE: 1 1/2" = 1'-0"
VALET ENTRY COLUMN COVER HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
VALET ENTRY COLUMN COVER BASE DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P020, 967 GRANITE
11'-6"3'-2"1'-4"±2'-0"BRICK MASONRY
IN VIEW BEYOND
GRANITE TREADS
ALUMINUM WINDOW
IN VIEW BEYOND
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
BRICK MASONRY
IN VIEW BEYOND
BRICK MASONRY
IN VIEW BEYOND 43'-0"1
11'-0"ROOF LEVEL
ELEV. = 75'-0"
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
METAL TILE SIDING WITH
MANUFACTURERS RECOMMENDED
FASTENERS
1/2" PLYWOOD SHEATHING
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
INFILL STEEL BEAM WITH
Z-FRAMING AND RIGID INSULATION
METAL TILE TRANSITION FLASHING
OVER FIBER CEMENT PANELS
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
R-21 FIBERGLASS BATT INSULATION
8" METAL FRAMING WIITH
5/8" DENSGLASS SHEATHING
SELF ADHERED WEATHER
RESISTANT BARRIER (SHOWN
DASHED) BEHIND ALL FIBER
CEMENT PANEL LOCATIONS
BUILDING MOUNTED SIGN,
PROVIDE BLOCKING, CONDUIT,
AND POWER PER SIGNAGE
REQUIREMENTS
2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
R-21 FIBERGLASS BATT INSULATION
SUSPENDED G.W.B. CEILING
ASSEMBLY
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
2" RIGID INSULATION
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB
FRAMING WITH FASTENERS AND
SPACING PER MANUFACTURERS
RECOMMENDATIONS
SELF ADHERED WEATHER
RESISTANT BARRIER (SHOWN
DASHED) BEHIND ALL FIBER
CEMENT PANEL LOCATIONS
3 4"
BRICK MASONRY RETURN WITH
STOREFRONT WINDOW
IN VIEW BEYOND
EQ.EQ.
1"
2B
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)714"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.03HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:17:36 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
3 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WALL DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
HOTEL ENTRY HEADER DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P020, 967 GRANITE
11'-6"3'-2"1'-4"±2'-0"BRICK MASONRY
IN VIEW BEYOND
GRANITE TREADS
ALUMINUM WINDOW
IN VIEW BEYOND
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
BRICK MASONRY
IN VIEW BEYOND
BRICK MASONRY
IN VIEW BEYOND 4'-0"2'-0"2'-0"METAL SHINGLE -
MILLENNIUM FORMS,
ZALMAG COLOR: MILL
FINISH SLATE GREY
METAL SHINGLE -
MILLENNIUM FORMS,
ZALMAG COLOR: MILL
FINISH SLATE GREY
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
R.O. = 7'-1012"112"R.O. = 7'-10112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"1
11'-0"ROOF LEVEL
ELEV. = 75'-0"3'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WINDOW NAILING FIN
WINDOW HEAD FLASHING WITH
FALSE STARTER PROFILE TO
ACCEPT METAL TILE SIDING
PERIMETER WINDOW SEALANT
WITH BACKER ROD
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEADTHERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING 4"1'-4"512"WEATHER-RESISTANT BARRIER W/
MANUFACTURER'S SEAM TAPE
1/2" PLYWOOD SHEATHING
METAL TILE SIDING W/
FACTORY FALSE STARTER TRIM
SELF-ADHERED WINDOW JAMB FLASHING
OVER WEATHER-RESISTANT BARRIER
J-CHANNEL BY METAL TILE SIDING
MANUFACTURER
'L' SHAPED FLASHING AT WINDOW JAMB
PERIMETER WINDOW SEALANT W/ BACKER
ROD (AVOID FILLING WEEP HOLES)
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
R-21 FIBERGLASS BATT INSULATION
SUSPENDED G.W.B. CEILING
ASSEMBLY
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
2" RIGID INSULATION
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB
FRAMING WITH FASTENERS AND
SPACING PER MANUFACTURERS
RECOMMENDATIONS
SELF ADHERED WEATHER
RESISTANT BARRIER (SHOWN
DASHED) BEHIND ALL FIBER
CEMENT PANEL LOCATIONS
3 4"
BRICK MASONRY RETURN WITH
STOREFRONT WINDOW
IN VIEW BEYOND
EQ.EQ.
1"714"THERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
INFILL STEEL BEAM WITH
Z-FRAMING AND RIGID INSULATION
METAL TILE TRANSITION FLASHING
OVER FIBER CEMENT PANELS
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
R-21 FIBERGLASS BATT INSULATION
8" METAL FRAMING WIITH
5/8" DENSGLASS SHEATHING
SELF ADHERED WEATHER
RESISTANT BARRIER (SHOWN
DASHED) BEHIND ALL FIBER
CEMENT PANEL LOCATIONS
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
CORNER BEAD
2x4 INFILL FRAMING
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.04HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:19:04 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
4 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW SILL DETAIL WITH PTAC
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HOTEL ENTRY HEADER DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"48'-8"1'-4"±MASONRY - MORIN BRICK,
COLOR: ROYAL RIVER, RED
RANGE MORTAR: SPEC MIX,
SM660 - SALMON
1
ROOF LEVEL
ELEV. = 75'-10"
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II10'-1"GLASS FIBER
REINFORCED POLYESTER
(GFRP) CORNICE
ROOF DECK BEARING
ELEV. = 74'-1"1'-9"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
STRUCTURAL GRID LINE
2x6 WOOD STUD BEARING WALL TOP PLATE
2x12 WOOD BLOCKING
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
2X6 BLOCKING
STAINLESS STEEL PAN HEAD
FASTENERS @ 12" O.C.
THROUGH UNDERSIDE OF FRP
CORNICE. HEAD OF SCREW TO
COLOR MATCH CORNICE.
CORNICE TRANSITION FLASHING
BY METAL TILE MANUFACTURER,
FINISH TO MATCH TILE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD
SHEATHING4"4"
2B
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH
KYNAR COLORED FINISH. FASTEN ROOF
FLANGE 12" O.C. WITH MIN. 1" GALV.
ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
PROVIDE SEALANT BETWEEN ROOF
FLASHING AND FRP CORNICE
GLASS FIBER REINFORCED
POLYESTER (GFRP) CORNICE
2x10 CORNICE FRAMING WRAPPED
WITH 1/2" PLYWOOD SHEATHING
W.R.B. TO WRAP UP
AROUND 2x12 BLOCKING
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"1D
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
1/2" PLYWOOD SHEATHING
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
INFILL STEEL BEAM WITH
Z-FRAMING AND RIGID INSULATION
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 1 HOUR FIRE RATING
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
1D
512"5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING
EXTENDS 6" ABOVE MORTAR
NET, MORTAR NET OR EQ. "FILL
CAVITY", WEEP BAFFLE @ 24"
O.C., 3" STAINLESS STEEL DRIP
PLATE SET IN A BED OF
SEALANT
LIPPED BRICK WITH
COMPRESSIBLE FILLER ON TOP,
SEALANT AND BACKER ROD
BELOW DRIP PLATE
WEEP BAFFLE @ 24" O.C.
GALV. STEEL RELIEVING ANGLE,
REFER TO STRUCTURAL
DRAWINGS
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
1"
1D
1D
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL
DRAWINGS
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS 714"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
1A
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, MORTAR
NET OR EQ. "FILL CAVITY", WEEP
BAFFLE @ 24" O.C., 3" STAINLESS
STEEL DRIP PLATE SET IN A BED OF
SEALANT
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
CONCRETE FOUNDATION WALL
REFER TO STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR BARRIER
8" METAL TRACK OVER SILL SEAL
INSULATION
WALL BASE & FLOOR FINISH,
REFER TO FINISH SCHEDULE
CONCRETE FLOOR SLAB ON GRADE
1A
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.05HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:20:27 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
5 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE / BRICK TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF CORNICE DETAIL
SCALE: 1 1/2" = 1'-0"
BRICK RELIEVING ANGLE DETAIL
SCALE: 1 1/2" = 1'-0"
LEVEL 32 FLOOR TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"MASONRY - MORIN BRICK,
COLOR: ROYAL RIVER, RED
RANGE MORTAR: SPEC MIX,
SM660 - SALMON
R.O. = 13'-4"1'-4"±3'-4"2'-0"2'-0"4'-0"MASONRY - MORIN BRICK,
COLOR: ROYAL RIVER, RED
RANGE MORTAR: SPEC MIX,
SM660 - SALMON
PRECAST WINDOW SILL 4'-0"R.O. = 7'-1012"112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"1
10'-1"ROOF LEVEL
ELEV. = 75'-10"
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II 2'-112"GLASS FIBER
REINFORCED POLYESTER
(GFRP) CORNICE
ROOF DECK BEARING
ELEV. = 74'-1"1'-9"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
STRUCTURAL GRID LINE
2x6 WOOD STUD BEARING WALL TOP PLATE
2x12 WOOD BLOCKING
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
2X6 BLOCKING
STAINLESS STEEL PAN HEAD
FASTENERS @ 12" O.C.
THROUGH UNDERSIDE OF FRP
CORNICE. HEAD OF SCREW TO
COLOR MATCH CORNICE.
CORNICE TRANSITION FLASHING
BY METAL TILE MANUFACTURER,
FINISH TO MATCH TILE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD
SHEATHING4"4"
2B
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH
KYNAR COLORED FINISH. FASTEN ROOF
FLANGE 12" O.C. WITH MIN. 1" GALV.
ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
PROVIDE SEALANT BETWEEN ROOF
FLASHING AND FRP CORNICE
GLASS FIBER REINFORCED
POLYESTER (GFRP) CORNICE
2x10 CORNICE FRAMING WRAPPED
WITH 1/2" PLYWOOD SHEATHING
W.R.B. TO WRAP UP
AROUND 2x12 BLOCKING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WINDOW NAILING FIN
WINDOW HEAD FLASHING WITH
FALSE STARTER PROFILE TO
ACCEPT METAL TILE SIDING
PERIMETER WINDOW SEALANT
WITH BACKER ROD
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEAD
THERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT
NON AIR FLOW SIDES OF PTAC BY
MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
1/2" PLYWOOD SHEATHING
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS 4"1'-4"512"1D
THERMALLY BROKEN WINDOW
UNIT W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL TRANSITION
FLASHING WITH HEMMED EDGE
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING, WEEP
BAFFLE @ 24" O.C., 3" STAINLESS
STEEL DRIP PLATE SET IN A
BED OF SEALANT
WEEP BAFFLE @ 24" O.C.
LIPPED BRICK WITH
COMPRESSIBLE FILLER ON
TOP, SEALANT AND BACKER
ROD BELOW DRIP PLATE
WEEP BAFFLE @ 24" O.C.
GALV. STEEL RELIEVING
ANGLE,REFER TO
STRUCTURAL DRAWINGS
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS 4"5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEAD
1'-4"512"INFILL STEEL BEAM WITH
Z-FRAMING AND RIGID INSULATION
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 1 HOUR FIRE RATING
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.1D
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1D
1A 714"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL
TRANSITION FLASHING WITH
HEMMED EDGE OVER BRICK
VENEER WITH CONTINUOUS
HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1A
WINDOW NAILING FIN
2x WINDOW WOOD BLOCKING
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT418"
114" TO
NAILING FIN
1A
BRICK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
ALTERNATING JOINTS AT
COURSES, (TYP)
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
OR 1D *SEE FLOOR PLAN
SLOPE PRECAST SILL WITH DRIP CUT
BRICK VENEER
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
CONCRETE FOUNDATION WALL
REFER TO STRUCTURAL DRAWINGS
THERMALLY BROKEN WINDOW UNIT
FLOOR FINISH, REFER TO FINISH
SCHEDULE
CONCRETE FLOOR SLAB ON GRADE
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL FLASHING WITH
HEMMED EDGE OVER PRECAST SILL
WITH CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND PRECAST SILL
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.06HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:21:47 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
6 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF CORNICE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BRICK VENEER TRANSITION WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BRICK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BRICK VENEER WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
BRICK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BRICK VENEER WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL AT WINDOW SILL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"28'-8"31'-0"MASONRY - GENEST
'MANCHESTER BLOCK',
24" X 8" COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
8"±1
11'-0"ROOF LEVEL
ELEV. = 75'-0"
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"1D
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
1/2" PLYWOOD SHEATHING
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
1D
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL
DRAWINGS
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS 714"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
1A
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, MORTAR
NET OR EQ. "FILL CAVITY", WEEP
BAFFLE @ 24" O.C., 3" STAINLESS
STEEL DRIP PLATE SET IN A BED OF
SEALANT
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
CONCRETE FOUNDATION WALL
REFER TO STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR BARRIER
8" METAL TRACK OVER SILL SEAL
INSULATION
WALL BASE & FLOOR FINISH,
REFER TO FINISH SCHEDULE
CONCRETE FLOOR SLAB ON GRADE
1A
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.08HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:23:29 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
8 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WALL DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE / BLOCK TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
LEVEL 32 FLOOR TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"R.O. = 13'-4"8"±3'-4"2'-0"2'-0"4'-0"MASONRY - GENEST
'MANCHESTER BLOCK',
24" X 8" COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II R.O. = 7'-1012"112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"1
11'-0"ROOF LEVEL
ELEV. = 75'-0"3'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WINDOW NAILING FIN
WINDOW HEAD FLASHING WITH
FALSE STARTER PROFILE TO
ACCEPT METAL TILE SIDING
PERIMETER WINDOW SEALANT
WITH BACKER ROD
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEAD
THERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT
NON AIR FLOW SIDES OF PTAC BY
MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS 4"1'-4"512"1D
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1D
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1A
WINDOW NAILING FIN
2x WINDOW WOOD BLOCKING
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT418"
114" TO
NAILING FIN
1A
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
ALTERNATING JOINTS AT
COURSES, (TYP)
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
SLOPE PRECAST SILL WITH DRIP CUT
BLOCK VENEER
THERMALLY BROKEN WINDOW UNIT
FLOOR FINISH, REFER TO FINISH
SCHEDULE
CONCRETE FLOOR SLAB ON GRADE
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL FLASHING WITH
HEMMED EDGE OVER PRECAST SILL
WITH CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND PRECAST SILL
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
CONCRETE FOUNDATION WALL
REFER TO STRUCTURAL DRAWINGS
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEADTHERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING 4"1'-4"512"WEATHER-RESISTANT BARRIER W/
MANUFACTURER'S SEAM TAPE
1/2" PLYWOOD SHEATHING
METAL TILE SIDING W/
FACTORY FALSE STARTER TRIM
SELF-ADHERED WINDOW JAMB FLASHING
OVER WEATHER-RESISTANT BARRIER
J-CHANNEL BY METAL TILE SIDING
MANUFACTURER
'L' SHAPED FLASHING AT WINDOW JAMB
PERIMETER WINDOW SEALANT W/ BACKER
ROD (AVOID FILLING WEEP HOLES)
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
714"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.1A
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL
TRANSITION FLASHING WITH
HEMMED EDGE OVER BRICK
VENEER WITH CONTINUOUS
HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.09HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:25:23 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
9 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER TRANSITION WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL AT WINDOW SILL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW SILL DETAIL WITH PTAC
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW SILL DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"R.O. = 13'-4"8"±3'-4"2'-0"2'-0"4'-0"MASONRY - GENEST
'MANCHESTER BLOCK',
24" X 8" COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II R.O. = 7'-1012"112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"R.O. = 7'-1012"112"V
11'-0"ROOF LEVEL
ELEV. = 75'-0"3'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WINDOW NAILING FIN
WINDOW HEAD FLASHING WITH
FALSE STARTER PROFILE TO
ACCEPT METAL TILE SIDING
PERIMETER WINDOW SEALANT
WITH BACKER ROD
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
512"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
1D
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL
TRANSITION FLASHING WITH
HEMMED EDGE OVER BRICK
VENEER WITH CONTINUOUS
HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1D
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1A
WINDOW NAILING FIN
2x WINDOW WOOD BLOCKING
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT418"
114" TO
NAILING FIN
1A
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
ALTERNATING JOINTS AT
COURSES, (TYP)
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
SLOPE PRECAST SILL WITH DRIP CUT
BLOCK VENEER
THERMALLY BROKEN WINDOW UNIT
FLOOR FINISH, REFER TO FINISH
SCHEDULE
CONCRETE FLOOR SLAB ON GRADE
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL FLASHING WITH
HEMMED EDGE OVER PRECAST SILL
WITH CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND PRECAST SILL
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
CONCRETE FOUNDATION WALL
REFER TO STRUCTURAL DRAWINGS
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
512"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2B
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF
FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING
WEATHER-RESISTANT BARRIER W/
MANUFACTURER'S SEAM TAPE
1/2" PLYWOOD SHEATHING
METAL TILE SIDING W/
FACTORY FALSE STARTER TRIM
SELF-ADHERED WINDOW JAMB FLASHING
OVER WEATHER-RESISTANT BARRIER
J-CHANNEL BY METAL TILE SIDING
MANUFACTURER
'L' SHAPED FLASHING AT WINDOW JAMB
PERIMETER WINDOW SEALANT W/ BACKER
ROD (AVOID FILLING WEEP HOLES)
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
714"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.1A
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL
TRANSITION FLASHING WITH
HEMMED EDGE OVER BRICK
VENEER WITH CONTINUOUS
HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.10HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:27:14 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER TRANSITION WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL AT WINDOW SILL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW SILL DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"16'-8"28'-8"31'-0"MASONRY - GENEST
'MANCHESTER BLOCK',
24" X 8" COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
8"±V
11'-0"ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, MORTAR
NET OR EQ. "FILL CAVITY", WEEP
BAFFLE @ 24" O.C., 3" STAINLESS
STEEL DRIP PLATE SET IN A BED OF
SEALANT
SOLID GROUT BETWEEN MASONRY
& CONCRETE, BELOW FLASHING
CONCRETE FOUNDATION WALL
REFER TO STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR BARRIER
8" METAL TRACK OVER SILL SEAL
INSULATION
WALL BASE & FLOOR FINISH,
REFER TO FINISH SCHEDULE
CONCRETE FLOOR SLAB ON GRADE
1A
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"1D
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
1/2" PLYWOOD SHEATHING
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
1D
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL
DRAWINGS
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS 714"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
1A
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.11HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:31:10 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WALL DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE / BLOCK TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
LEVEL 32 FLOOR TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"6'-1114"10'-0"10'-0"16'-8"INTERMEDIATE LANDING
ELEV. = 38'-10 1/4"5'-034"R.O. = 7'-4"9'-4"R.O. = 5'-1012"R.O. = 6'-0"2'-0"4'-0"MASONRY - GENEST
'MANCHESTER BLOCK',
24" X 8" COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
2'-0"112"2'-0"R.O. = 6'-0"2'-0"2'-0"R.O.=6'-0"2'-0"ROOF LEVEL
ELEV. = 75'-0"
V
3'-0"METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WINDOW NAILING FIN
WINDOW HEAD FLASHING WITH
FALSE STARTER PROFILE TO
ACCEPT METAL TILE SIDING
PERIMETER WINDOW SEALANT
WITH BACKER ROD
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
2x6 SOLE PLATE OVER CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
512"1D
1/2" PLYWOOD SHEATHING
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
WINDOW NAILING FIN
THERMALLY BROKEN WINDOW UNIT
1D
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
1" RIGID INSULATION
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, 1" MORTAR
NET OR EQ., WEEP BAFFLE @ 24" O.C.,
3" STAINLESS STEEL DRIP PLATE SET
IN A BED OF SEALANT
GALV. STEEL LOOSE LINTEL
REFER TO STRUCTURAL
DRAWINGS
PERIMETER DOOR
SEALANT WITH BACKER ROD
8" SMOOTH FACE CMU CONCRETE
MASONRY UNIT WITH LOOSE FILL
INSULATION AT NON-GROUTED CORES,
TYPE D2 (2 HOUR) CMU
GALVANIZED INSULATED HOLLOW
METAL DOOR AND FRAME
1E
8" SMOOTH FACE CMU CONCRETE
MASONRY UNIT WITH LOOSE FILL
INSULATION AT NON-GROUTED CORES,
TYPE D2 (2 HOUR) CMU
GALVANIZED INSULATED HOLLOW
METAL DOOR AND FRAME
1E
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
1" RIGID INSULATION
ALTERNATING JOINTS AT
COURSES, (TYP)
PERIMETER WINDOW
SEALANT WITH BACKER ROD
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
512"2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED CONCRETE
FLOOR SLAB, REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2B
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS,
PROVIDE "J" CHANNEL TO MATCH
SIDING AT UNDER SIDE OF
FLASHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING
WEATHER-RESISTANT BARRIER W/
MANUFACTURER'S SEAM TAPE
1/2" PLYWOOD SHEATHING
METAL TILE SIDING W/
FACTORY FALSE STARTER TRIM
SELF-ADHERED WINDOW JAMB FLASHING
OVER WEATHER-RESISTANT BARRIER
J-CHANNEL BY METAL TILE SIDING
MANUFACTURER
'L' SHAPED FLASHING AT WINDOW JAMB
PERIMETER WINDOW SEALANT W/ BACKER
ROD (AVOID FILLING WEEP HOLES)
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
2B
714"1D
THERMALLY BROKEN
WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT
PERIMETER WINDOW SEALANT
W/ BACKER ROD (AVOID FILLING
WEEP HOLES)
PREFINISHED METAL
TRANSITION FLASHING WITH
HEMMED EDGE OVER BRICK
VENEER WITH CONTINUOUS
HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER
FINISH SCHEDULE
CORNER BEAD
WINDOW SILL SHIM
1" RIGID INSULATION
8" SMOOTH FACE CMU CONCRETE
MASONRY UNIT WITH LOOSE FILL
INSULATION AT NON-GROUTED
CORES, TYPE D2 (2 HOUR) CMU
1E
WINDOW NAILING FIN
2x WINDOW WOOD BLOCKING
PERIMETER SEALANT, SEAL TO
WEATHER-RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
PROVIDE TEAR AWAY BEAD AT GWB
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT418"
114" TO
NAILING FIN
1A
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 5/8"
DENSGLASS SHEATHING
ALTERNATING JOINTS AT
COURSES, (TYP)
PERIMETER WINDOW
SEALANT WITH BACKER ROD
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW
UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.12HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:35:20 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER METAL TILE TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER DOOR JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
METAL TILE WINDOW JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER WINDOW JAMB DETAIL
STAIR 1
SIDEWALK 27'-4"14'-8"THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"10'-0"15'-4"31'-0"TOP OF FDN.
ELEV. = 16'-8"1'-4"MASONRY - GENEST
'MANCHESTER BLOCK',
24" X 8" COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
METAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
V
ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
5/8" GYPSUM WALL BOARD
OVER 6 MIL. POLYETHYLENE
VAPOR BARRIER (SHOWN DASHED)
2B
1D
1/2" PLYWOOD SHEATHING
METAL TILE SIDING WITH
MANUFACTURERS
RECOMMENDED FASTENERS
METAL TILE TRANSITION FLASHING
OVER BRICK VENEER WITH
CONTINUOUS HOLD DOWN CLIP
PROVIDE SEALANT BETWEEN
FLASHING AND BRICK VENEER
WEEP BAFFLE @ 24" O.C.
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
1D
5/8" DENSGLASS SHEATHING
WEATHER RESISTANT BARRIER
(SHOWN DASHED)
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
FUR-OUT WALL TO RECEIVE
STAIR STRINGERS AS REQUIRED
1" RIGID INSULATION
8" SMOOTH FACE CMU CONCRETE
MASONRY UNIT WITH LOOSE FILL
INSULATION AT NON-GROUTED
CORES, TYPE D2 (2 HOUR) CMU
1E
1" RIGID INSULATION
BLOCK VENEER WITH HOT-DIPPED
GALV. 2 PIECE ADJUSTABLE TIES AT
24" O.C.HORIZ. AND 16" O.C. VERT.,
SECURELY ATTACHED TO STUDS
CONTINUOUS SELF-ADHERED
FLEXIBLE WALL FLASHING EXTENDS
6" ABOVE MORTAR NET, MORTAR
NET OR EQ. "FILL CAVITY", WEEP
BAFFLE @ 24" O.C., 3" STAINLESS
STEEL DRIP PLATE SET IN A BED OF
SEALANT
1E
8" SMOOTH FACE CMU
CONCRETE MASONRY UNIT
WITH LOOSE FILL INSULATION
AT NON-GROUTED CORES,
TYPE D2 (2 HOUR) CMU
PARGE EXPOSED CONCRETE
FOUNDATION WALL SMOOTH
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.13HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:49:12 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
13 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
BLOCK VENEER METAL TILE TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
CMU TO WOOD TRANSITION DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL
STAIR 1
GARAGE RAMP
GARAGE
LEVEL-3
LOW ROOF
STAIR 1
GARAGE
LEVEL-2 (BEYOND)
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"6'-1114"4'-11"9'-0"4'-11"SECOND FLOOR
ELEV. = 23'-0"7'-8"INTERMEDIATE LANDING
ELEV. = 38'-10 1/4"
INTERMEDIATE LANDING
ELEV. = 48'-11"
INTERMEDIATE LANDING
ELEV. = 58'-11"5'-034"5'-1"5'-1"GARAGE RAMP
ELEV. = VARIESVARIESMETAL SHINGLE -
MILLENNIUM FORMS, ZALMAG
COLOR: PRE-PATINA II
10
ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND METAL TILE SIDING
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
2B
METAL TILE SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
2 PIECE COUNTERFLASHING BY
METAL ERA OR EQUAL
ROOFING MANUFACTRURER'S
STANDARD TERMINATION BAR,
FASTENER(S), AND SEALANT
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
1 1/2" METAL ROOF DECK
REFER TO STRUCTURAL
DRAWINGS
STEEL BAR JOIST(S)
2B
ADDITIONAL LAYER OF 5/8"
GYPSUM WALL BOARD AT 2
HOUR STAIR WELL WALL
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
9B
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.14HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:52:55 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
14 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
LOW ROOF TO METAL TILE TRANSITION DETAIL
GARAGE RAMP
GARAGE
GARAGE HOTEL
HOTEL
LOW ROOF
HOTEL ELECTRIC
HOTEL
HOTEL
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"9'-0"GARAGE RAMP
ELEV. = VARIESVARIES7'-8"SECOND FLOOR
ELEV. = 23-0"
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
OR
COLOR: P020, 967 GRANITE
*SEE EXTERIOR BUILDING ELEVATIONS
10
11'-0"ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
4B
3 4"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
SELF ADHERED WEATHER RESISTANT
BARRIER (SHOWN DASHED) BEHIND ALL
FIBER CEMENT PANEL LOCATIONS
1/2" PLYWOOD SHEATHING
2 PIECE COUNTERFLASHING BY
METAL ERA OR EQUAL
ROOFING MANUFACTRURER'S
STANDARD TERMINATION BAR,
FASTENER(S), AND SEALANT
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
4B
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
INFILL BEAM WITH SOUND BATT
INSULATION, CONTINUOUS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
1 1/2" METAL ROOF DECK
REFER TO STRUCTURAL
DRAWINGS
STEEL BAR JOIST(S)
13 512"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.A4.15HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:56:16 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
15 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
LOW ROOF TO FIBER CEMENT PANEL TRANSITION DETAIL
GARAGE
ELECTRIC
HOTEL TRASHGARAGE
HOTEL MECHANICAL
GARAGE
HOTELHOTEL
HOTELHOTEL
HOTELHOTEL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"9'-0"FIRST FLOOR
ELEV. = 14'-0"1'-4"SECOND FLOOR
ELEV. = 23-0"7'-8"T
11'-0"ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
2x6 WOOD STUD BEARING
WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
18
3" METAL ROOF DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
2x6 WOOD STUD BEARING
WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
18
3" METAL FLOOR DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
2x6 WOOD STUD BEARING
WALL TOP PLATE
CONTINUOUS 5/8" TYPE X GYPSUM
BOARD OVER SUSPENDED METAL
FURRING CHANNELS
18
ACOUSTICAL SEALANT
18
3" METAL FLOOR DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
CONTINUOUS 5/8" TYPE X GYPSUM
BOARD OVER SUSPENDED METAL
FURRING CHANNELS
13
ACOUSTICAL SEALANT
18
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
INFILL BEAM WITH SOUND BATT
INSULATION, CONTINUOUS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.512"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.16HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:57:46 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
16 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
WALL TO ROOF DECK DETAIL
SCALE: 1 1/2" = 1'-0"
WALL TO FLOOR DECK DETAIL
SCALE: 1 1/2" = 1'-0"
WALL TO FLOOR DECK DETAIL
RAMP-2
ELEVATOR LOBBY
GARAGE LEVEL-2
GARAGE LEVEL-3
HOTEL
ELEVATOR LOBBY
ELEVATOR LOBBY
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"9'-0"RAMP-2
ELEV. = VARIES
VARIESSECOND FLOOR
ELEV. = 23-0"7'-8"HOTELELEVATOR LOBBY
HOTELELEVATOR LOBBY
6'-8" DOOR2" HEADM
11'-0"ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
2x6 WOOD STUD BEARING
WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
25
3" METAL FLOOR DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
2x6 WOOD STUD BEARING
WALL TOP PLATE
CONTINUOUS 5/8" TYPE X GYPSUM
BOARD OVER SUSPENDED METAL
FURRING CHANNELS
ACOUSTICAL SEALANT
25
25
3" METAL FLOOR DECK
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
13
ACOUSTICAL SEALANT
25
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
INFILL BEAM WITH SOUND BATT
INSULATION, CONTINUOUS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.512"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.17HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:59:42 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
17 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
WALL TO ROOF DECK DETAIL
SCALE: 1 1/2" = 1'-0"
WALL TO FLOOR DECK DETAIL
SCALE: 1 1/2" = 1'-0"
WALL TO FLOOR DECK DETAIL
THIRD FLOOR
ELEV. = 32'-0"
HOTEL FIRST FLOOR
ELEV. = 15'-4"12'-0"9'-0"FIRST FLOOR
ELEV. = 14'-0"1'-4"SECOND FLOOR
ELEV. = 23-0"7'-8"FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"FOURTH FLOOR
ELEV. = 44'-0"
HOTEL
HOTELGARAGE LEVEL-3
HOTEL
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
OR
COLOR: P020, 967
GRANITE
*SEE EXTERIOR
BUILDING ELEVATIONS 2'-0"R.O. = 6'-0"2'-0"2'-0"R.O. = 7'-1012"112"R.O. = 7'-1012"112"GARAGE LEVEL-2
GARAGE LEVEL-1
10 7
11'-0"ROOF LEVEL
ELEV. = 75'-0"3'-0"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
4B
3 4"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
VENT SCREEN
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
4B
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
INFILL BEAM WITH SOUND BATT
INSULATION, CONTINUOUS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
1 1/2" METAL ROOF DECK
REFER TO STRUCTURAL
DRAWINGS
STEEL BAR JOIST(S)
CORNER BEAD
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
2 PIECE COUNTERFLASHING BY
METAL ERA OR EQUAL
ROOFING MANUFACTRURER'S
STANDARD TERMINATION BAR,
FASTENER(S), AND SEALANT
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
THERMALLY BROKEN WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE 12"
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
3 5/8" METAL FRAMING AT 24"
O.C. WITH 5/8" GYPSUM WALL
BOARD UP TO ROOF DECK
PROVIDE SOUND BATT
INSULATION
SUSPENDED ACOUSTICAL
CEILING TILE 512"5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEADTHERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING 4"1'-4"512"12"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
VENT SCREEN
WINDOW HEAD FLASHING
BY WINDOW MANUFACTURER
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
4B
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.18HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:06:40 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
18 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
LOW ROOF TO FIBER CEMENT PANEL TRANSITION AT WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
FIBER CEMENT PANEL WINDOW SILL DETAIL WITH PTAC
SCALE: 1 1/2" = 1'-0"
FIBER CEMENT PANEL WINDOW HEAD DETAIL
DRYER
HOTEL
HOTEL
HOTEL
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14'-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"9'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
LEVEL-3
GARAGE
LEVEL-2
VALET9'-0"LOW
ROOF
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
OR
COLOR: P020, 967
GRANITE
*SEE EXTERIOR
BUILDING ELEVATIONS 2'-0"R.O. = 6'-0"2'-0"2'-0"R.O. = 7'-1012"112"R.O. = 7'-1012"112"GARAGE LEVEL-1
10
11'-0"ROOF LEVEL
ELEV. = 75'-0"3'-0"3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING 4"4"
4B
3 4"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
VENT SCREEN
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
4B
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
INFILL BEAM WITH SOUND BATT
INSULATION, CONTINUOUS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
(2) LAYERS OF CONTINUOUS 5/8"
TYPE X GYPSUM BOARD OVER
SUSPENDED METAL FURRING
CHANNELS AT LAUNDRY ROOM
1 1/2" METAL ROOF DECK
REFER TO STRUCTURAL
DRAWINGS
STEEL BAR JOIST(S)
CORNER BEAD
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
2 PIECE COUNTERFLASHING BY
METAL ERA OR EQUAL
ROOFING MANUFACTRURER'S
STANDARD TERMINATION BAR,
FASTENER(S), AND SEALANT
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
THERMALLY BROKEN WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE 12"
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
SUSPENDED ACOUSTICAL
CEILING TILE
9C 512"5/8" GYPSUM WALL BOARD OVER 6
MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND PTAC UNIT
CORNER BEADTHERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING 4"1'-4"512"12"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
VENT SCREEN
WINDOW HEAD FLASHING
BY WINDOW MANUFACTURER
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
(SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT G.W.B.
AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
4B
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 3 HOUR FIRE RATING
SELF ADHERED WEATHER
RESISTANT BARRIER (SHOWN
DASHED) BEHIND ALL FIBER
CEMENT PANEL LOCATIONS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
8" METAL FRAMING WIITH
5/8" DENSGLASS SHEATHING
SPIRAL ALUMINUM HIGH-SPEED
ROLLING DOOR ASSEMBLY
R-21 FIBERGLASS BATT INSULATION
5/8" DENSGLASS SHEATHING
SELF ADHERED WEATHER RESISTANT
BARRIER (SHOWN DASHED) BEHIND
ALL FIBER CEMENT PANEL
LOCATIONS
2" RIGID INSULATION
3 5/8" METAL FRAMING 24" O.C.
U.L. LISTED FIRE CAULK TO
PROVIDE A TIGHT SEAL
BETWEEN TOP OF WALL AND
UNDERSIDE OF ROOF DECK
INFILL STEEL BEAM WITH
Z-FRAMING AND RIGID INSULATION
SUSPENDED G.W.B. CEILING
ASSEMBLY
(2) LAYERS OF 5/8" PLYWOOD
BLOCKING
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
WHEEL STOP
ELEVATED CONCRETE FLOOR
SLAB, REFER TO
STRUCTURAL DRAWINGS
8C
614"09-14-18 FOR DRB REVIEW
.
.
.
.
.
.
.A4.19HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:12:33 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
19 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
LOW ROOF TO FIBER CEMENT PANEL TRANSITION AT WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
FIBER CEMENT PANEL WINDOW SILL DETAIL WITH PTAC
SCALE: 1 1/2" = 1'-0"
FIBER CEMENT PANEL WINDOW HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
VALET TO GARAGE ENTRY DETAIL
RETAIL
GARAGE
LEVEL-3HOTEL BREAKROOM
EXIT CORRIDOR
HOTEL
HOTEL
HOTEL
LOW
ROOF
GARAGE
LEVEL-2
GARAGE
LEVEL-1
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
OR
COLOR: P020, 967
GRANITE
*SEE EXTERIOR
BUILDING ELEVATIONSR.O. = 7'-1012"R.O. = 7'-1012"2'-0"R.O. = 6'-0"2'-0"2'-0"112"FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"FOURTH FLOOR
ELEV. = 44'-0"
THIRD FLOOR
ELEV. = 32'-0"
SECOND FLOOR
ELEV. = 23'-0"
FIRST FLOOR
ELEV. = 14'-0"
TENANT SPACE
ELEV. = 16'-4"12'-0"9'-0"6'-8"2'-4"112"I
3'-0"11'-0"ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL
TOP PLATE
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK
PRIME ROOF BOARD OR 1/2" HIGH
DENSITY POLYISOCYANURATE
5" RIGID POLYISOCYANURATE
INSULATION; MECHANICALLY
FASTENED TO ROOF DECK
STRUCTURAL GRID LINE
MEMBRANE COUNTERFLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING4"4"
4B
3 4"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
VENT SCREEN
ROOF MEMBRANE MECHANICALLY
FASTENED OVER 1/2" DENSDECK PRIME
ROOF BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
4B
PROVIDE FRAMING PROUD OF
S.A.F.R.M. AT STEEL BEAM
SPRAY-APPLIED FIRE RESISTIVE
MATERIAL AROUND STEEL BEAM
ACHIEVE A 2 HOUR FIRE RATING
INFILL BEAM WITH SOUND BATT
INSULATION, CONTINUOUS
Z-CLIP FRAMING ATTACHED TO
UNDERSIDE OF STEEL PRIOR TO
APPLYING S.A.F.R.M.
(2) LAYERS OF CONTINUOUS 5/8"
TYPE X GYPSUM BOARD OVER
SUSPENDED METAL FURRING
CHANNELS AT LAUNDRY ROOM
1 1/2" METAL ROOF DECK
REFER TO STRUCTURAL
DRAWINGS
STEEL BAR JOIST(S)
CORNER BEAD
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
WINDOW SILL SHIM
WINDOW SILL PER FINISH SCHEDULE
2 PIECE COUNTERFLASHING BY
METAL ERA OR EQUAL
ROOFING MANUFACTRURER'S
STANDARD TERMINATION BAR,
FASTENER(S), AND SEALANT
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
THERMALLY BROKEN WINDOW UNIT
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE 12"
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
SUSPENDED ACOUSTICAL
CEILING TILE
9C 512"5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
R-15 FIBERGLASS BATT INSULATION
WINDOW SILL SHIM
2x SOLE PLATE OVER SILL SEAL
(WOOD NOT IN CONTACT W/ CONC.)
WOOD PTAC SUB BASE
BASE & FLOOR FINISH, REFER TO
FINISH SCHEDULE
ELEVATED CONCRETE FLOOR SLAB
WINDOW SILL PER FINISH SCHEDULE
2x4 INFILL FRAMING AROUND
PTAC UNIT
CORNER BEAD
THERMALLY BROKEN WINDOW UNIT
W/ INTERGRAL PTAC LOUVER
INTEGRAL INSULATED PANEL AT NON
AIR FLOW SIDES OF PTAC BY MFG.
INSTALL W.R.B. TO ENSURE A
COMPLETE WEATHER AND AIR
TIGHT SEAL AROUND WINDOW UNIT
PERIMETER WINDOW SEALANT W/
BACKER ROD (AVOID FILLING WEEP
HOLES)
PREFINISHED METAL FLASHING
WITH HEMMED EDGE
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS
RECOMMENDATIONS
WEATHER RESISTANT BARRIER
(SHOWN DASHED) OVER 1/2"
PLYWOOD SHEATHING4"1'-4"512"12"
FIBER CEMENT PANEL WITH
COLOR MATCH FASTENERS
1" DEEP ALUMINUM SUB FRAMING
WITH FASTENERS AND SPACING
PER MANUFACTURERS RECOMMENDATIONS
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 1/2" PLYWOOD SHEATHING
INSTALL W.R.B. TO ENSURE A COMPLETE
WEATHER AND AIR TIGHT SEAL AROUND
WINDOW UNIT. LAP W.R.B./FLASHING
TAPE OVER WINDOW FLASHING
VENT SCREEN
WINDOW HEAD FLASHING
BY WINDOW MANUFACTURER
WOOD FRAMED HEADER, REFER TO
STRUCTURAL DRAWINGS
WINDOW NAILING FIN
PERIMETER SEALANT, SEAL TO
WEATHER RESISTANT BARRIER
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
PROVIDE TEAR AWAY BEAD AT
G.W.B. AND WINDOW JOINT
THERMALLY BROKEN WINDOW UNIT
4B
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
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.A4.20HOTELWALLSECTIONKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:15:58 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
20 SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ROOF EAVE DETAIL
SCALE: 1 1/2" = 1'-0"
LOW ROOF TO FIBER CEMENT PANEL TRANSITION AT WINDOW SILL DETAIL
SCALE: 1 1/2" = 1'-0"
FIBER CEMENT PANEL WINDOW SILL DETAIL WITH PTAC
SCALE: 1 1/2" = 1'-0"
FIBER CEMENT PANEL WINDOW HEAD DETAIL
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"9'-0"6'-4"10'-0"SECOND FLOOR
ELEV. = 23'-0"
RETAIL TENANT
ELEV. = 20'-1"2'-8"GARAGE4"RETAIL
GARAGE
ROOF
GARAGEUNIT C1
UNIT C1
UNIT C1
UNIT C1
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV10'-934"I
214"ROOF LEVEL
ELEV. = 75'-6"
TOP OF WALL
ELEV. = 75'-2 3/4"
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.21WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:07:03 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
21 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"9'-0"6'-4"10'-0"SECOND FLOOR
ELEV. = 23'-0"
RETAIL TENANT
ELEV. = 20'-1"2'-8"GARAGE4"RETAIL
GARAGE
ROOF
GARAGEUNIT C1
UNIT C1
UNIT C1
UNIT C1
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV10'-934"I
PRE-FINISHED ROOF
EDGE FLASHING
ROOF LEVEL
ELEV. = 75'-6"
TOP OF WALL
ELEV. = 75'-2 3/4"214"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.22WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:19:39 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
22 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"9'-0"6'-4"10'-0"SECOND FLOOR
ELEV. = 23'-0"
RETAIL TENANT
ELEV. = 20'-1"2'-8"GARAGE4"RETAIL
GARAGE
GARAGECORRIDOR
CORRIDOR
CORRIDOR
UNIT B1CORRIDOR
UNIT B1
UNIT B111'-0"ROOF LEVEL
ELEV. = 75'-0"
31
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.23WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:24:00 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
23 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"9'-0"6'-4"10'-0"SECOND FLOOR
ELEV. = 23'-0"
RETAIL TENANT
ELEV. = 20'-1"2'-8"GARAGE4"RETAIL
GARAGE
GARAGECORRIDOR
CORRIDOR
CORRIDOR
UNIT B1CORRIDOR
UNIT B1
UNIT B1
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV 10'-934"Y.3 Z.3
PRE-FINISHED ROOF
EDGE FLASHING
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"214"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.24WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:25:40 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
24 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
PARKING
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
RESIDENCE LOBBY
ELEV. = 26'-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"6'-0"9'-0"10'-0"PARKING
PARKING
UNIT C1
UNIT C1
UNIT C1
SECOND FLOOR
ELEV. = 23'-0"3'-0"CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV 10'-934"Z.3
Y.1 Y.3
PRE-FINISHED ROOF
EDGE FLASHING
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"214"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.25WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:28:32 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
25 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"9'-0"9'-0"10'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGECORRIDOR
CORRIDOR
CORRIDOR
UNIT C1CORRIDOR
UNIT C1
UNIT C1
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV 10'-934"Y.3 Z.3
PRE-FINISHED ROOF
EDGE FLASHING
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"214"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.26WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:29:49 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
26 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"9'-0"9'-0"10'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE
UNIT C1
UNIT C1
UNIT C1
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
Z.3
10'-934"PRE-FINISHED ROOF
EDGE FLASHING214"TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE OVER MECHANICALLY
FASTENED 1/2" DENSDECK PRIME ROOF
BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE INSULATION BOARD
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
MEMBRANE COUNTER FLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND FIBERCEMENT SIDING
FIBERCEMENT SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
1" GALV. VERTICAL Z-FURRING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 5/8" PLYWOOD SHEATHING
4B 10"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.27WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:31:20 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
27 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
SCALE: 1 1/2" = 1'-0"
ROOF EDGE DETAIL
THIRD FLOOR
ELEV. = 32'-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"12'-0"10'-0"10'-934"10'-0"GARAGE
UNIT C1
UNIT C1
UNIT C1
Z.3
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV214"TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE OVER MECHANICALLY
FASTENED 1/2" DENSDECK PRIME ROOF
BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE INSULATION BOARD
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
MEMBRANE COUNTER FLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND FIBERCEMENT SIDING
FIBERCEMENT SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
1" GALV. VERTICAL Z-FURRING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 5/8" PLYWOOD SHEATHING
4B 10"FIBERCEMENT SIDING WITH
MANUFACTURERS RECOMMENDED
FASTENERS
1" VERTICAL GALV. Z-FURRING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 5/8" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
R-19 BATT INSULATION
2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
4B
ELEVATED CONCRETE FLOOR
SLAB, REFER TO STRUCTURAL
DRAWINGS
34"2x6 WOOD FRAMING
6 MIL POLY VAPOR BARRIER
R-19 BATT INSULATION
5/8" GWB, TYPE 'X'
CONCRETE SLAB ON GRADE,
REFER TO STRUCTURAL DRAWINGS
1" RIGID INSULATION
THERMAL BREAK
PT BOTTOM PLATE WITH SILL SEAL
WEATHER RESISTIVE BARRIER
WITH TAPED JOINTS
CEMENTITIOUS SIDING
APA RATED, EXPOSURE 1
PLYWOOD SHEATHING
CONCRETE FOUNDATION
WALL
FINISH GRADE
1" VERTICAL GALV. Z-FURRING
PERFORATED ALUMINUM
VENTILATION PROFILE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.28WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:32:45 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
28 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
SCALE: 1 1/2" = 1'-0"
ROOF EDGE DETAIL
SCALE: 1 1/2" = 1'-0"
EDGE OF FLOOR SLAB DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL
PARKING
MECHANICAL
STORAGE
MECHANICAL
UNIT C1
UNIT C1
FIRST FLOOR
ELEV. = 14-0"
SECOND FLOOR
ELEV. = 23'-0"
UNIT C1
UNIT C1
12'-0"10'-0"9'-0"9'-0"10'-0"UNIT C1 UNIT C1
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"11'-0"ROOF LEVEL
ELEV. = 75'-0"
51 50
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
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.
.A4.29WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:34:07 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
29 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-934"10'-0"GARAGE
UNIT C1
UNIT C1
UNIT C1
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
Z.3
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE OVER MECHANICALLY
FASTENED 1/2" DENSDECK PRIME ROOF
BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE INSULATION BOARD
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
MEMBRANE COUNTER FLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND FIBERCEMENT SIDING
FIBERCEMENT SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
1" GALV. VERTICAL Z-FURRING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 5/8" PLYWOOD SHEATHING
4B 10"FIBERCEMENT SIDING WITH
MANUFACTURERS RECOMMENDED
FASTENERS
1" VERTICAL GALV. Z-FURRING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 5/8" PLYWOOD SHEATHING
2X6 WOOD BEARING WALLS,
REFER TO STRUCTURAL DRAWINGS
R-19 BATT INSULATION
2x6 SOLE PLATE OVER
CONTINUOUS SILL SEAL
4B
ELEVATED CONCRETE FLOOR
SLAB, REFER TO STRUCTURAL
DRAWINGS
34"2x6 WOOD FRAMING
6 MIL POLY VAPOR BARRIER
R-19 BATT INSULATION
5/8" GWB, TYPE 'X'
CONCRETE SLAB ON GRADE,
REFER TO STRUCTURAL DRAWINGS
1" RIGID INSULATION
THERMAL BREAK
PT BOTTOM PLATE WITH SILL SEAL
WEATHER RESISTIVE BARRIER
WITH TAPED JOINTS
CEMENTITIOUS SIDING
APA RATED, EXPOSURE 1
PLYWOOD SHEATHING
CONCRETE FOUNDATION
WALL
FINISH GRADE
1" VERTICAL GALV. Z-FURRING
PERFORATED ALUMINUM
VENTILATION PROFILE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.30WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:43:23 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
30 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
SCALE: 1 1/2" = 1'-0"
ROOF EDGE DETAIL
SCALE: 1 1/2" = 1'-0"
EDGE OF FLOOR SLAB DETAIL
SCALE: 1 1/2" = 1'-0"
BASE OF WALL DETAIL
6'-1014"4'-11"4'-11"11'-334"INTERMEDIATE LANDING
ELEV. = 38'-10 1/4"5'-134"INTERMEDIATE LANDING
ELEV. = 48'-11"5'-1"INTERMEDIATE LANDING
ELEV. = 58'-11"5'-1"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
STAIR 3
STAIR 3
STAIR 3
STAIR 3214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
ROOF LEVEL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
3" METAL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD OVER
6 MIL. POLYETHYLENE VAPOR
BARRIER (SHOWN DASHED)
2x6 WOOD STUD BEARING WALL TOP PLATE
ROOF MEMBRANE OVER MECHANICALLY
FASTENED 1/2" DENSDECK PRIME ROOF
BOARD OR 1/2" HIGH DENSITY
POLYISOCYANURATE INSULATION BOARD
5" RIGID POLYISOCYANURATE INSULATION;
MECHANICALLY FASTENED TO ROOF DECK
MEMBRANE COUNTER FLASHING
24 GA. GRAVEL STOP/FLASHING WITH KYNAR
COLORED FINISH. FASTEN ROOF FLANGE 12" O.C.
WITH MIN. 1" GALV. ROOFING NAILS
22 GA. CONT. HOLD DOWN CLIP,
FASTEN TO BLOCKING @ 12" O.C.
W.R.B. TO WRAP UP AROUND AND
BE SEALED BENEATH ROOF MEMBRANE
PROVIDE SEALANT BETWEEN ROOF FLASHING
AND FIBERCEMENT SIDING
FIBERCEMENT SIDING WITH MANUFACTURERS
RECOMMENDED FASTENERS
1" GALV. VERTICAL Z-FURRING
WEATHER RESISTANT
BARRIER (SHOWN DASHED)
OVER 5/8" PLYWOOD SHEATHING
4B 6"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.31WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:44:24 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
31 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
SCALE: 1 1/2" = 1'-0"
ROOF EDGE DETAIL
12'-0"10'-0"10'-0"10'-934"GARAGE
UNIT C1
UNIT C1
UNIT C1
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
52
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
FIBER CEMENT - CEMBRIT
'TRANSPARENT', COLOR:
T383, 302 VESUV
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.32WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:47:18 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
32 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
STAIR 3
STAIR 3
STAIR 3
STAIR 3214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.33WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:48:12 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
33 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
STAIR 3
STAIR 3
STAIR 3
STAIR 3214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.34WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:49:28 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
34 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
53
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.35WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:50:53 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
35 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT A1
UNIT A1
UNIT A1
UNIT A1
53
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.36WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:52:13 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
36 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT A1
UNIT A1
UNIT A1
UNIT A1
53
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE,, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.37WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:53:12 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
37 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT A1
UNIT A1
UNIT A1
UNIT A1
X.1
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.38WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:54:42 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
38 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT A1
UNIT A1
UNIT A1
UNIT A1
X.1
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.39WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:55:44 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
39 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT A1
UNIT A1
UNIT A1
UNIT A1
X.1
214"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.40WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:57:04 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
40 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT C3
UNIT C3
UNIT C3
UNIT C3
X.3
214"TOP OF WALL
ELEV. = 75'-3 3/4"
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
PRE-FINISHED ROOF
EDGE FLASHING
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
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.A4.41WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 1:00:53 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
41 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
12'-0"10'-0"10'-0"11'-334"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"
UNIT C3
UNIT C3
UNIT C3
UNIT C3
X.3
214"CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
PRE-FINISHED ROOF
EDGE FLASHING
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
6"1'-0"
TOP OF WALL
ELEV. = 75'-3 3/4"
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.42WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:04:20 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
42 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
RESIDENCE LOBBY
ELEV. = 26'-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"18'-0"10'-0"10'-0"11'-334"X.1
214"ELECTRIC
ROOM
TOP OF WALL
ELEV. = 75'-3 3/4"
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
TOP OF PARAPET
ELEV. = 75'-6"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.
.
.A4.43WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:05:29 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
43 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"18'-0"10'-0"10'-0"11'-334"X.1
RESIDENCE LOBBY
ELEV. = 26'-0"214"TOP OF PARAPET
ELEV. = 75'-6"
TOP OF WALL
ELEV. = 75'-3 3/4"
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P050,
922 GRAPHITE
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: OLD PORT
BLEND, PINKERTON
RANGE, MORTAR: SPEC
MIX, SM730 -
BRIARWOOD
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
CAST STONE - PRECAST
CONCRETE, COLOR:
LIGHT LIMESTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.44WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:08:38 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
44 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-0"10'-0"10'-934"18'-0"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
X.1
RESIDENCE LOBBY
ELEV. = 26'-0"214"TOP OF WALL
ELEV. = 74'-9 3/4"16'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"(R.O.)(R.O.)(R.O.)(R.O.)16'-0"38"38"1'-1114"8'-0"38"1'-1114"38"8'-0"38"1'-1114"38"8'-0"38"2'-7"ROOF LEVEL
ELEV. = 75'-0"
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.45WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:09:43 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
45 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
X.1
10'-0"10'-0"10'-934"18'-0"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
RESIDENCE LOBBY
ELEV. = 26'-0"214"16'-0"2'-0"8'-0"2'-0"8'-0"2'-0"8'-0"(R.O.)(R.O.)(R.O.)(R.O.)16'-0"38"38"1'-1114"8'-0"38"1'-1114"38"8'-0"38"1'-1114"38"8'-0"38"2'-6516"5"FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
FIBER CEMENT - CEMBRIT
'COVER', COLOR: C160,
118 LONDON
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
ANODIZED ALUMINUM
INSULATED STOREFRONT
GLAZING SYSTEM
TOP OF WALL
ELEV. = 74'-9 3/4"
ROOF LEVEL
ELEV. = 75'-0"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.46WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:10:39 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
46 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"12'-734"FIRST FLOOR
ELEV. = 21'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
29
THIRD FLOOR
ELEV. = 32'-0"12'-0"214"TOP OF WALL
ELEV. = 76'-7 3/4"16'-11"1'-1"12"7'-1112"38"2'-118"38"7'-1018"38"2'-118"38"7'-1018"38"4'-738"ROOF LEVEL
ELEV. = 76'-10"
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.A4.47WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:11:43 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
47 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"12'-734"FIRST FLOOR
ELEV. = 21'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
29
THIRD FLOOR
ELEV. = 32'-0"12'-0"214"TOP OF WALL
ELEV. = 76'-7 3/4"
ROOF LEVEL
ELEV. = 76'-10"
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
7'-0"4'-0"1'-0"7'-0"2'-0"2'-0"(R.O.)(R.O.)(R.O.)(R.O.)1'-0"1'-0"7'-0"1'-0"7'-0"3'-6"5'-1"(R.O.)1'-11"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.48WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:13:13 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
48 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"12'-734"FIRST FLOOR
ELEV. = 21'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"12'-0"D
214"TOP OF WALL
ELEV. = 76'-7 3/4"
ROOF LEVEL
ELEV. = 76'-10"
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.A4.49WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:14:24 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
49 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"FIRST FLOOR
ELEV. = 21'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
D
THIRD FLOOR
ELEV. = 32'-0"12'-0"214"12'-734"TOP OF WALL
ELEV. = 76'-7 3/4"3'-6"5'-0"2'-0"8'-0"4'-0"7'-212"2'-912"7'-212"2'-912"7'-212"9'-10"8"5'-014"2'-818"7'-358"3'-012"1112"7'-238"1'-1138"7'-258"958"38"1'-1138"7'-258"38"958"958"38"1'-958"2'-934"10"(R.O.)(R.O.)(R.O.)(R.O.)(R.O.)5'-11116"
3'-612"
ROOF LEVEL
ELEV. = 76'-10"
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.A4.50WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:15:24 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
50 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 21'-6"
TOP OF PARAPET
ELEV. = 78'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
C
THIRD FLOOR
ELEV. = 32'-0"12'-0"TOP OF WALL
ELEV. = 77'-7"11"6'-058"1'-1138"8'-0"2'-1012"12"1'-1"12"1'-0"6'-1112"3'-012"6'-1112"6'-534"1'-0"38"2'-6"6'-0"2'-0"(R.O.)4'-0"2'-0"2'-0"(R.O.)(R.O.)(R.O.)6'-1112"3'-012"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
1'-0"7'-0"1'-0"7'-0"1'-0"7'-0"8'-0"(R.O.)09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.A4.51WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:16:25 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
51 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"FIRST FLOOR
ELEV. = 21'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
C
THIRD FLOOR
ELEV. = 32'-0"12'-0"12'-734"1'-6"7'-0"2'-0"8'-0"4'-0"7'-212"2'-912"7'-212"2'-912"7'-212"9'-10"8"7'-1"1'-11"8'-0"3'-012"1112"7'-238"1'-1138"7'-258"958"38"1'-1138"38"958"958"38"1'-958"2'-934"10"(R.O.)(R.O.)(R.O.)(R.O.)(R.O.)5'-11116"
3'-612"214"TOP OF WALL
ELEV. = 76'-7 3/4"
ROOF LEVEL
ELEV. = 76'-10"
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.52WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:17:30 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
52 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 21'-6"
TOP OF PARAPET
ELEV. = 78'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
23
THIRD FLOOR
ELEV. = 32'-0"12'-0"TOP OF WALL
ELEV. = 77'-7"11"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
.
.
.
.A4.53WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:18:26 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
53 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 21'-6"
TOP OF PARAPET
ELEV. = 78'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
B
THIRD FLOOR
ELEV. = 32'-0"12'-0"TOP OF WALL
ELEV. = 77'-7"11"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.
.
.A4.54WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:19:36 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
54 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 21'-6"
TOP OF PARAPET
ELEV. = 78'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
B
THIRD FLOOR
ELEV. = 32'-0"12'-0"TOP OF WALL
ELEV. = 77'-7"11"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
8'-6"2'-0"(R.O.)4'-0"2'-0"(R.O.)(R.O.)(R.O.)1'-0"7'-0"1'-0"7'-0"1'-0"7'-0"8'-0"(R.O.)2'-0"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.A4.55WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:20:38 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
55 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
10'-6"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 21'-6"
TOP OF PARAPET
ELEV. = 78'-6"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
B
THIRD FLOOR
ELEV. = 32'-0"12'-0"TOP OF WALL
ELEV. = 77'-7"11"FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
8'-6"2'-0"(R.O.)4'-0"2'-0"(R.O.)(R.O.)(R.O.)1'-0"7'-0"1'-0"7'-0"1'-0"7'-0"8'-0"(R.O.)2'-0"09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.
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.A4.56WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:21:47 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
56 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11'-8"10'-0"9'-1178"FIRST FLOOR
ELEV. = 20'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
D
THIRD FLOOR
ELEV. = 32'-0"12'-0"12'-734"214"TOP OF WALL
ELEV. = 76'-7 3/4"
ROOF LEVEL
ELEV. = 76'-10"
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
9'-0"2'-0"8'-0"4'-0"7'-212"2'-912"7'-212"2'-912"7'-212"(R.O.)(R.O.)(R.O.)(R.O.)(R.O.)09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.A4.57WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:22:51 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
57 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11'-8"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 20'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"12'-0"FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
TOP OF PARAPET
ELEV. = 78'-6"
A
TOP OF WALL
ELEV. = 77'-7"11"PRE-FINISHED ROOF
EDGE FLASHING
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.A4.58WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:24:01 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
58 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11'-8"10'-0"10'-0"14'-7"FIRST FLOOR
ELEV. = 20'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"12'-0"FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
9'-8"2'-0"(R.O.)4'-0"2'-0"(R.O.)(R.O.)(R.O.)1'-0"7'-0"1'-0"7'-0"1'-0"7'-0"8'-0"(R.O.)2'-0"TOP OF PARAPET
ELEV. = 78'-6"
A
TOP OF WALL
ELEV. = 77'-7"11"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.
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.A4.59WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:25:12 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
59 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11'-8"10'-0"10'-0"14'-7"FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"12'-0"FIRST FLOOR
ELEV. = 20'-4"
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
9'-8"2'-0"(R.O.)4'-0"2'-0"(R.O.)(R.O.)(R.O.)1'-0"7'-0"1'-0"7'-0"1'-0"7'-0"8'-0"(R.O.)2'-0"TOP OF PARAPET
ELEV. = 78'-6"
A
TOP OF WALL
ELEV. = 77'-7"11"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.
.
.A4.60WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:26:10 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
60 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11'-8"10'-0"10'-0"FIRST FLOOR
ELEV. = 20'-4"
TOP OF PARAPET
ELEV. = 76'-10"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
A.5
THIRD FLOOR
ELEV. = 32'-0"12'-0"214"12'-734"TOP OF WALL
ELEV. = 76'-7 3/4"
PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
9'-8"2'-0"(R.O.)4'-0"8'-0"(R.O.)7'-212"2'-912"7'-212"2'-912"7'-212"(R.O.)(R.O.)(R.O.)09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
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.
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.
.A4.61WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:27:15 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
61 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
11'-8"10'-0"10'-0"FIRST FLOOR
ELEV. = 20'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"
THIRD FLOOR
ELEV. = 32'-0"12'-0"FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
AUTUMN BROWN
FIBER CEMENT - NICHIHA
'MASONRY SERIES',
SANDSTONE, COLOR:
DESERT BEIGE
4'-912"7'-212"(R.O.)7'-212"2'-912"7'-212"2'-912"7'-212"(R.O.)(R.O.)(R.O.)16
TOP OF WALL
ELEV. = 76'-7 3/4"214"12'-734"PRE-FINISHED ROOF
EDGE FLASHING
FIBER CEMENT - CEMBRIT
'PATINA', COLOR: P222, 901
PEARL
TOP OF PARAPET
ELEV. = 76'-10"
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.A4.62WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:28:30 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
62 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
B.7
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"11'-0"ROOF LEVEL
ELEV. = 75'-0"10'-0"10'-0"12'-0"13'-8"11'-8"3'-038"9'-1114"FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
TOP OF FDN WALL
ELEV. = 18'-4"2'-0"7'-1114"2"2'-0"38"38"2'-0"38"38"2'-0"38"38"7'-1114"2'-0"38"38"7'-1114"38"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.63WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:21:25 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
63 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
B.7
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"11'-0"ROOF LEVEL
ELEV. = 75'-0"10'-0"10'-0"12'-0"13'-8"R.O. = 11'-2"2'-0"2'-0"3'-0"R.O. = 10'-0"FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
FIBER CEMENT -
CEMBRIT 'SOLID'
COLOR: S101, 508 PLUTO
TOP OF FDN WALL
ELEV. = 18'-4"2'-0"2'-0"R.O. = 8'-0"2'-0"R.O. = 8'-0"R.O. = 8'-0"6"2"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.A4.64WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:23:01 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
64 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8"R.O. = 9'-0"8"2'-0"8"7'-1114"38"38"38"4'-0"7'-1114"38"2'-0"7'-1114"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
TOP OF FDN WALL
ELEV. = 17'-8"38"1'-412"1'-4"1"38"38"2'-0"214"514"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P222, 901 PEARL
B
10'-1"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = 74'-1"4'-3"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"2'-9"3'-7"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P222, 901 PEARL
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.65WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:23:52 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
65 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8"R.O. = 9'-0"8"2'-0"8"112"R.O. = 7'-1012"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
TOP OF FDN WALL
ELEV. = 17'-8"1'-412"1'-4"214"514"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P222, 901 PEARL 4'-0"112"R.O. = 7'-1012"2'-0"112"R.O. = 7'-1012"2'-0"112"B
10'-1"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = 74'-1"3'-614"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
2'-934"3'-614"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P222, 901 PEARL
R.O. = 7'-1012"TOP PLATE
ELEV. = 74'-9 3/4"834"8"1'-7"
09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
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.
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.
.A4.66WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:25:29 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
66 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-0"R.O. = 9'-8"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
TOP OF FDN WALL
ELEV. = 17'-0"8"8"8"2'-0"8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"38"38"7'-1114"38"38"38"2'-0"7'-1114"2'-0"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"4'-0"6"
B
10'-1"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = 74'-1"4'-3"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"6'-3"6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.67WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:26:28 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
67 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-0"R.O. = 9'-8"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
TOP OF FDN WALL
ELEV. = 17'-0"8"8"8"2'-0"8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
112"R.O. = 7'-1012"4'-0"112"R.O. = 7'-1012"2'-0"112"R.O. = 7'-1012"2'-0"112"6"
B
10'-1"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = 74'-1"4'-3"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
6'-3"R.O. = 7'-1012"6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.A4.68WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:28:47 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
68 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8"R.O. = 10'-4"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"38"38"7'-1114"38"38"38"2'-0"7'-1114"2'-0"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
38"4'-0"FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
6"10'-1"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = 74'-1"4'-3"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"6'-3"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
B
6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.A4.69WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:30:16 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
69 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-1"TOP OF PARAPET WALL
ELEV. = 78'-4"10'-0"10'-0"12'-0"15'-8"10'-4"2'-0"8"2'-0"8"ROOF DECK BEARING
ELEV. = 74'-1"4'-3"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"6'-3"112"R.O. = 7'-1012"4'-0"112"R.O. = 7'-1012"2'-0"112"R.O. = 7'-1012"2'-0"112"R.O. = 7'-1012"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
B
6"
6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.A4.70WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:31:39 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
70 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"14'-4"TOP OF PARAPET WALL
ELEV. = 78'-4"10'-0"10'-0"12'-0"15'-8" 10'-4"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"ROOF DECK BEARING
ELEV. = VARIES
38"38"7'-1114"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"38"38"38"2'-0"7'-1114"2'-0"7'-1114"6'-3"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
38"4'-0"1
6"
6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.71WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:34:10 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
71 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8" 10'-4"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
112"R.O. = 7'-1012"4'-0"112"R.O. = 7'-1012"2'-0"112"R.O. = 7'-1012"2'-0"112"6"
MASONRY SHELF
ELEV. = VARIESVARIES14'-4"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = VARIES
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
6'-3"1
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
R.O. = 7'-1012"6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.72WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:37:37 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
72 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8" 10'-4"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"8"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"38"38"7'-1114"38"38"38"2'-0"7'-1114"2'-0"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
1"
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
38"4'-0"FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
6"
MASONRY SHELF
ELEV. = VARIESVARIES14'-4"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = VARIES
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"6'-3"1
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
6"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.73WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:40:07 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
73 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8"R.O. = 10'-4"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"8"7'-1114"38"38"38"4'-0"7'-1114"38"38"38"2'-0"7'-1114"2'-0"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
MASONRY SHELF
ELEV. = 14'-4"2'-0"38"1"
1'-0"
1'-0"
11"
1
14'-4"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = VARIES
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"6'-3"1'-0"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.74WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:41:28 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
74 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8"R.O. = 10'-4"1'-412"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"8"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
MASONRY SHELF
ELEV. = 14'-4"2'-0"1"
1'-0"
1'-0"
11"514"214"FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
FIBER CEMENT -
CEMBRIT 'COVER'
COLOR: C160, 118 LONDON
112"R.O. = 7'-1012"4'-0"112"R.O. = 7'-1012"2'-0"112"R.O. = 7'-1012"2'-0"112"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
1
14'-4"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = VARIES
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
6'-3"1'-0"1"R.O. = 7'-1012"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.75WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:43:52 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
75 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
THIRD FLOOR
ELEV. = 32'-0"
TENANT FIRST FLOOR
ELEV. = 16'-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"10'-0"10'-0"12'-0"15'-8"2'-0"FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
8"2'-0"3'-4"7'-1114"38"38"38"4'-0"7'-1114"38"38"38"2'-0"7'-1114"2'-0"MASONRY -
GENEST 'MANCHESTER
BLOCK' 24" X 8"
COLOR: #131 ASHLAND
GRAY, FINISH: GROUND
FACE MORTAR: SPEC MIX,
SM770 - SABLE
MASONRY SHELF
ELEV. = 14'-4"2'-0"38"1"
1'-0"
11"4"9'-4"1'-0"
1
14'-4"TOP OF PARAPET WALL
ELEV. = 78'-4"
ROOF DECK BEARING
ELEV. = VARIES
FIBER CEMENT -
CEMBRIT 'PATINA'
COLOR: P070, 921 FLINT
38"7'-1114"6'-3"1'-0"1"09-14-18 FOR DRB REVIEW
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.76WALLSECTIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:45:02 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
76 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
W
GARAGE ENTRANCE
GARAGETHIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"7'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE ENTRANCE
ELEV. = 16-0"2'-0"7'-4"18'-8"2'-0"(11 CRS)(84 CRS)(3 CRS)MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.78WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:30:23 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
78 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
W
GARAGE ENTRANCE
GARAGETHIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"7'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE ENTRANCE
ELEV. = 16-0"2'-0"W
7'-4"1'-61116"1'-4"7'-61116"1'-4"6'-101116"2'-0"3'-21116"3'-4"2'-5516"3'-1516"4'-0"(11 CRS)(7 CRS)(2 CRS)(34 CRS)(31 CRS)(3 CRS)(M.O.)(M.O.)(2 CRS)MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.79WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:31:16 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
79 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
WW
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"4'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE5'-0"TOP OF SHELF
ELEV. = 18-0"5'-4"18'-8"2'-0"(3 CRS)(84 CRS)(8 CRS)MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.80WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:32:34 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
80 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
FIRST FLOOR
ELEV. = 14-0"4'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE5'-0"TOP OF SHELF
ELEV. = 18-0"
GARAGE
GARAGE
THIRD FLOOR
ELEV. = 32'-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"WW
5'-4"1'-61116"1'-4"7'-61116"1'-4"6'-101116"2'-0"(34 CRS)(2 CRS)(31 CRS)(3 CRS)(2 CRS)(7 CRS)(8 CRS)4'-0"3'-4"1'-8"3'-234"3'-4"2'-514"3'-1516"4'-0"M.O.M.O.MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.81WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:33:49 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
81 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
WW
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"5'-4"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE3'-8"TOP OF SHELF
ELEV. = 19-4"4'-0"18'-8"2'-0"(84 CRS)(3 CRS)(6 CRS)2'-9"2'-9"MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.82WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:34:36 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
82 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
WW
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"5'-4"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE3'-8"TOP OF SHELF
ELEV. = 19-4"4'-0"1'-61116"1'-4"7'-61116"1'-4"6'-101116"2'-0"(2 CRS)(31 CRS)(3 CRS)(2 CRS)(7 CRS)(6 CRS)(34 CRS)3'-234"3'-4"2'-514"3'-1516"4'-0"M.O.M.O.MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.83WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:35:45 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
83 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
WW
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE9'-0"4"18'-8"2'-0"(84 CRS)(3 CRS)MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.84WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:36:56 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
84 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
WW
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE9'-0"4"1'-61116"1'-4"7'-61116"1'-4"6'-101116"2'-0"(34 CRS)(7 CRS)(2 CRS)(31 CRS)(3 CRS)3'-234"3'-4"2'-514"3'-1516"4'-0"M.O.M.O.(2 CRS)MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.85WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:38:02 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
85 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
WW
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE9'-0"T.9
8'-8"3'-9516"4'-0"M.O.7'-0"M.O.3'-1516"(17 CRS)1'-0"6'-0"(27 CRS)1'-4"(2 CRS)(1.5 CRS)6'-101116"2'-0"(31 CRS)(3 CRS)2'-0"MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.86WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:39:18 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
86 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
W51
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE9'-0"4"18'-8"2'-0"(3 CRS)(84 CRS)MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.87WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:40:16 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
87 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
W51
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"12'-0"9'-0"SECOND FLOOR
ELEV. = 23'-0"
GARAGE
GARAGE
GARAGE9'-0"8'-5516"1'-61116"2'-0"4'-10"
MASONRY - GENEST,
MANCHESTER BLOCK,
24"x8", COLOR: #125 N.E.
GRANITE, FINISH:
GROUND FACE, MORTAR:
SPEC MIX, SM750 -
SILVERSTONE
PRE-FINISHED ROOF
EDGE FLASHING
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
MASONRY - MORIN BRICK
COLOR: ROYAL RIVER,
RED RANGE, MORTAR:
SPEC MIX, SM660 -
SALMON
09-14-18 for Design Review Board
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.A4.88WALLSECTIONSKAKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:41:20 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
88 SCALE: 1/2" = 1'-0"
WALL SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
15'-4"
23'-0"
UP
UP
4'-014"11"11'-11"2'-83 4"7'-1"
U.2
V
5710
8"8'-4"1'-2"1'-4"3'-4"22'-0"
14 RISERS @ 6 9/16" AND 13 TREADS @ 11"
16 RISERS @ 6 3/4"
AND 15 TREADS @ 11"
HOTEL
FIRST
FLOOR
LEVEL
GARAGE
SECOND
FLOOR
LEVEL
1'-11"4'-014"4'-014"7
A5.01
5A
5A
5A
1E
U.2
V
1A
DN
14 RISERS @ 6 9/16"
AND 13 TREADS @ 11"
UP
UP
16 RISERS @ 6 3/4" AND 15 TREADS @ 11"
23'-0"GARAGE
SECOND
FLOOR
LEVEL
32'-0"HOTEL
THIRD
FLOOR
LEVEL 8"8'-4"22'-8"3'-4"1'-4"4'-014"4'-014"1'-11"
1'-0"
4'-014"14'-8"6'-13 4"11"11"
5A
5A
1E
1A
32'-0"
HOTEL THIRD
FLOOR LEVEL
UP
DNUP 9'-5"OPEN 12 RISERS @ 6 7/8" AND 11 TREADS @ 11"
16 RISERS @ 6 3/4"
AND 15 TREADS @ 11"
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
10'-1"6'-53 4"9B
20B
1A
1D
43" HIGH WALL WITH
FINISHED CAP
38'-10 1/4"
44'-0"
HOTEL
FOURTH
FLOOR
LEVEL
OPEN
2B
25
49'-0"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
UP
1'-11"
1'-11"
1'-11"
7
A5.01
7
A5.01
7
A5.01
7
A5.01
7
A5.01
5710
U.2
5710
6A
M.O.
M.O.
LINE OF WALL TO
ENCLOSE UNDERSIDE
OF LANDING
6A
6A
C1
C2
C1
C1
C1
C1
C2
C4 C4
EST1
1ST1
2ST1
3ST1
4ST1
358"5A
10"358"1'-11"10"
13
8"
FUR-OUT WALL TO ALIGN WITH
MASONRY WALL BELOW..1'-2"8"
20B
6"1'-0"
11"11"4'-4"
C5
C2
4'-714"358"(WOOD FRAMED STAIR)
(STEEL FRAMED STAIR)4'-014"4'-014"9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"9'-5"7'-4"9'-23 4"
1D
1'-11"
6A
FUR-OUT WALL TO ALIGN WITH
MASONRY WALL BELOW.20B
11"11"4'-4"4'-1114"358"4'-014"4'-014"1'-11"1'-0"
1'-0"
1'-0".54'-0"
HOTEL
FIFTH
FLOOR
LEVEL
OPEN
2B
25
59'-0"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
UP 5ST1
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"9'-5"7'-4"9'-23 4"
1D
1'-11"
6A
FUR-OUT WALL TO ALIGN WITH
MASONRY WALL BELOW.20B
11"11"4'-4"4'-1114"358"4'-014"4'-014"1'-11"1'-0"
1'-0".64'-0"
HOTEL
SIXTH
FLOOR
LEVEL
OPEN
2B
25
59'-0"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
DN 6ST1
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"9'-5"7'-4"9'-612"
1D
1'-11"
FUR-OUT WALL TO ALIGN WITH
MASONRY WALL BELOW.20B
714"
11"4'-4"4'-1114"358"4'-014"4'-014"1'-0"
1'-0".FINISHED WALL CAP, TOP OF GUARD
WALL AT 43" ABOVE STAIR NOSINGS
43" HIGH WALL WITH
FINISHED CAP
43" HIGH WALL WITH
FINISHED CAP
43" HIGH WALL WITH
FINISHED CAP
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 15-4"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"6'-1014"5'-0"11'-0"9'-0"5'-0"ROOF LEVEL
ELEV. = 75'-0"
SECOND FLOOR
ELEV. = 23'-0"7'-8"GARAGE RAMP
ELEV. = VARIES
VARIES10
INTERMEDIATE LANDING
ELEV. = 38'-10 1/4"
INTERMEDIATE LANDING
ELEV. = 49'-0"
INTERMEDIATE LANDING
ELEV. = 59'-0"5'-134"5'-0"5'-0"57
3'-6" TOP OFGUARD WALL6'-8" MINIMUM CLEARHEAD ROOM HEIGHT11"6916"GWB WALL TO ENCLOSE
UNDERSIDE OF BOTTOM
RUN AND LANDING
GWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
DIVIDER WALL IN
VIEW BEYOND
1 1/2" Ø x STEEL HANDRAIL
MC12x10.6 STEEL CHANNEL
STRINGER, PAINTED
2" CONCRETE FILLED
METAL PAN STAIR TREADS634"11"3'-0" TO TOPOF HANDRAILINSIDE HANDRAIL SHALL
BE CONTINUOUS, TYPICAL3'-7" TO TOP OFGUARDWALLGWB FINISH AT
UNDERSIDE OF STAIR
FRAMING, TYPICAL
SUSPENDED ACOUSTICAL
CEILING TILE
11"678"678"11"
2 HOUR FIRE RATED
WALL ASSEMBLY
3 HOUR FIRE RATED
CMU WALL ASSEMBLY
3 HOUR FIRE RATED
CMU WALL ASSEMBLY
2 HOUR FIRE RATED
WALL ASSEMBLY
TYPE 5ACONSTRUCTIONTYPE 1ACONSTRUCTION6'-8" MINIMUM CLEARHEAD ROOM HEIGHTFINISHED WALL CAP, TOP
OF GUARD WALL AT 3'-7"
ABOVE STAIR NOSINGS
1 1/2" Ø x STEEL HANDRAIL
WOOD FRAMED
STAIR ASSEMBLY 3'-7"3'-0"GWB FINISH AT UNDERSIDE
OF STAIR PANS, TYPICAL WOODSTEELGWB FINISH AT
UNDERSIDE OF STAIR
FRAMING, TYPICAL
WOOD FRAMED
STAIR ASSEMBLY
INSIDE HANDRAIL SHALL
BE CONTINUOUS, TYPICAL
SUSPENDED ACOUSTICAL
CEILING TILE
GWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
DIVIDER WALL IN
VIEW BEYOND
1 1/2" Ø x STEEL HANDRAIL3'-0" TO TOPOF HANDRAIL3'-7" TOP OFGUARD WALL11"61116"61116"11"
11"61116"61116"11"
GWB FINISH AT
UNDERSIDE OF STAIR
FRAMING, TYPICAL
WOOD FRAMED
STAIR ASSEMBLY
3 5/8" METAL STUD
FRAMING WITH 5/8" G.W.B.
SUSPENDED ACOUSTICAL
CEILING TILE
SUSPENDED ACOUSTICAL
CEILING TILE
c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:35:30 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsA5.01STAIR #1PLANS ANDSECTIONKAKSCO1 SCALE: 1/4" = 1'-0"
STAIR #1 FIRST FLOOR PLAN
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED SECTIONS AND PLAN DETAILS
.
.
.
2 SCALE: 1/4" = 1'-0"
STAIR #1 SECOND FLOOR PLAN
3 SCALE: 1/4" = 1'-0"
STAIR #1 THIRD FLOOR PLAN
4 SCALE: 1/4" = 1'-0"
STAIR #1 FOURTH FLOOR PLAN
5 SCALE: 1/4" = 1'-0"
STAIR #1 FIFTH FLOOR PLAN
6 SCALE: 1/4" = 1'-0"
STAIR #1 SIXTH FLOOR PLAN
7 SCALE: 3/8" = 1'-0"
STAIR #1 SECTION
F I
COL
COL
F I
COL
COL
F I
COL
COL
F I
14
16
UP
16 RISERS @ 6 3/4" AND 15 TREADS @ 11"
8"20'-0"6'-8"1'-0"1'-4"3'-4"8'-0"4"14'-0"
GARAGE
FIRST
FLOOR
LEVEL
M.O.5'-912"
1'-11"
7"6'-0"M.O.6'-0"5A
5A
5A5A
7
A5.02
14'-0"
GARAGE
FIRST
FLOOR
LEVEL
14'-0"
GARAGE
FIRST
FLOOR
LEVEL
23'-0"
GARAGE
SECOND
FLOOR
LEVEL
DN
16 RISERS @ 6 3/4" AND 15 TREADS @ 11"
5A
5A
5A
4"26'-8"
7"5'-912"
7
A5.02
1'-11"
13'-9"11"5'-7"
UP
16 RISERS @ 6 3/4" AND
15 TREADS @ 11"5'-7" CLEAR5'-7" CLEAR1'-4"3'-4"7'-4"4"M.O.38'-10 1/4"20B
1'-0"
9B
5'-514"5'-7" CLEAR2'-4"4'-014"DN
16 RISERS @ 6 3/4"
AND 15 TREADS @ 11"
UP
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
UP
12 RISERS @ 6 7/8" AND 11 TREADS @ 11"
32'-0"
GARAGE
THIRD
FLOOR
LEVEL
32'-0"
HOTEL
THIRD
FLOOR
LEVEL 4'-014"4'-014"1'-11"1'-0"
11"
1'-11"
1'-11"
7
A5.02
OUTLINE OF CMU STAIR
SHAFT WALL BELOW1'-4"10'-7"1'-11"4'-014"4'-014"5'-912"10'-1"
7'-712"11"1'-4"7'-9"1'-0"1'-11"
44'-0"
HOTEL
FOURTH
FLOOR
LEVEL
49'-0"
UP
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
OPEN
7
A5.02
43" HIGH WALL WITH
FINISHED CAP 412"412"OPEN
13'-61116"
6C
6C
25
6A
6A
6C
6A
C1
C1C1
C1
C1
C1
C1
C4
SHIPS LADDER UP
TO ROOF HATCH
1ST2
2ST2
3ST2B
3ST2A
4ST2
6ST2A
6ST2B
8"
12
9B
8"8"8"5'-7" CLEAR914"8"4"
5A
9B
13
(STEEL
FRAMED STAIR)
(WOOD FRAMED STAIR)1'-6"MIN.358"11"4'-512"6'-1"
5'-912"
43" HIGH WALL WITH
FINISHED CAP20B
20B
9B
4B
25
1'-0"
20B
7'-4"11"4'-512"6'-4"
25
F I
14
16
1'-11"4'-014"4'-014"412"7'-712"11"1'-4"7'-9"1'-0"1'-11"
54'-0"
HOTEL
FIFTH
FLOOR
LEVEL
59'-0"
UP
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
OPEN
7
A5.02
6A5ST2
4B
25
1'-0"
20B
7'-4"11"4'-512"6'-4"
25
14
14
14
F I
14
16
7'-4"1'-212"1'-4"5'-312"1'-11"
54'-0"
HOTEL
SIXTH
FLOOR
LEVEL
59'-0"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
OPEN
7
A5.02
6A
4B
25
1'-0"
20B
7'-4"11"4'-512"6'-4"
6A
6A
25
358"412"412"412"358"412"412"4'-014"4'-014"358"412"412"2'-512"9"UP
FINISHED WALL CAP, TOP OF GUARD
WALL AT 43" ABOVE STAIR NOSINGS
1'-0"
43" HIGH WALL WITH
FINISHED CAP
43" HIGH WALL WITH
FINISHED CAP
43" HIGH WALL WITH
FINISHED CAP
I F
THIRD FLOOR
ELEV. = 32'-0"
FIRST FLOOR
ELEV. = 14-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"6'-1114"5'-0"11'-0"9'-0"5'-0"ROOF LEVEL
ELEV. = 75'-0"
SECOND FLOOR
ELEV. = 23'-0"9'-0"INTERMEDIATE LANDING
ELEV. = 38'-10 1/4"
INTERMEDIATE LANDING
ELEV. = 49'-0"
INTERMEDIATE LANDING
ELEV. = 59'-0"5'-034"5'-0"5'-0"2 HOUR FIRE RATED
WALL ASSEMBLY
TYPE 5ACONSTRUCTIONTYPE 1ACONSTRUCTIONGWB WALL TO ENCLOSE
UNDERSIDE OF BOTTOM
RUN AND LANDING
3 HOUR FIRE RATED
CMU WALL ASSEMBLY
3 HOUR FIRE RATED
CMU WALL ASSEMBLY
2 HOUR FIRE RATED
WALL ASSEMBLY
11"634"GWB FINISHED AT
DIVIDER WALL SUPPORT
BEAM, ALL SIDES
30" x 96" BILCO-TYPE L (OR EQUAL) ROOF HATCH,
INSULATED, PROVIDE KEYED LOCK, SET LEVEL.6'-8" MINIMUM CLEARHEAD ROOM HEIGHT11"634"MC12x10.6 STEEL CHANNEL
STRINGER, PAINTED
2" CONCRETE FILLED
METAL PAN STAIR TREADS
GWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
GWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
DIVIDER WALL IN
VIEW BEYOND
1 1/2" Ø x STEEL
HANDRAIL
3'-0" TO TOPOF HANDRAILSUSPENDED ACOUSTICAL
CEILING TILE
3 5/8" METAL STUD
FRAMING WITH 5/8" G.W.B.
PARGE EXPOSED
CONCRETE WALL SMOOTH3'-7" TO TOP OFGUARDWALL3'-0" TO TOPOF HANDRAILINSIDE HANDRAIL SHALL
BE CONTINUOUS, TYPICAL
SUSPENDED ACOUSTICAL
CEILING TILE
WOODSTEEL11"678"GWB FINISH AT
UNDERSIDE OF STAIR
FRAMING, TYPICAL
WOOD FRAMED
STAIR ASSEMBLY 678"11"
11"61116"61116"11"
11"61116"61116"11"
GWB FINISH AT
UNDERSIDE OF STAIR
FRAMING, TYPICAL
WOOD FRAMED
STAIR ASSEMBLY
INSIDE HANDRAIL SHALL
BE CONTINUOUS, TYPICAL3'-0" TO TOPOF HANDRAIL3'-7" TOP OFGUARD WALLGWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
DIVIDER WALL IN
VIEW BEYOND
1 1/2" Ø x STEEL HANDRAIL
SUSPENDED ACOUSTICAL
CEILING TILE
3 5/8" METAL STUD
FRAMING WITH 5/8" G.W.B.
FINISHED WALL CAP, TOP
OF GUARD WALL AT 3'-7"
ABOVE STAIR NOSINGS
1 1/2" Ø x STEEL HANDRAIL
STEEL SHIPS LADDER
WITH FLUSH RAILING
METAL STUD FRAMING
WITH GYPSUM WALL
BOARD ENCLOSURE
AROUND ROOF ACCESS
SUSPENDED ACOUSTICAL
CEILING TILE
c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:38:06 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsA5.02STAIR #2PLANS ANDSECTIONKAKSCO1 SCALE: 1/4" = 1'-0"
STAIR #2 FIRST FLOOR PLAN
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED SECTIONS AND PLAN DETAILS
.
.
.
2 SCALE: 1/4" = 1'-0"
STAIR #2 SECOND FLOOR PLAN
3 SCALE: 1/4" = 1'-0"
STAIR #2 THIRD FLOOR PLAN
4 SCALE: 1/4" = 1'-0"
STAIR #2 FOURTH FLOOR PLAN
5 SCALE: 1/4" = 1'-0"
STAIR #2 FIFTH FLOOR PLAN
6 SCALE: 1/4" = 1'-0"
STAIR #2 SIXTH FLOOR PLAN
7 SCALE: 3/8" = 1'-0"
STAIR #2 SECTION
Y.3
52
Y.3
52
52
Y.3
52
32'-0"
RESIDENCE
THIRD
FLOOR
LEVEL
5'-112"10'-1"10"
UP
12 RISERS @ 6 7/8" AND 11 TREADS @ 11"
UP
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
20B
1D
1D
20B
38'-10 1/4"
44'-0"RESIDENCE
FOURTH
FLOOR
LEVEL
6A
21'-7"
5
A5.03
5
A5.03
5
A5.03
11"
EST3
3ST3
4ST3
5ST3
6ST3
12
4'-012"4'-012"358"4'-714"
1'-11"
1'-0"1'-11"
52
7'-912"7'-4"11"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
20B
1D
1D
25
49'-0"
6A
5
A5.03
11"4'-012"4'-012"358"4'-714"
1'-11"
1'-0"1'-11"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
DN
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
Y.3
54'-0"RESIDENCE
FOURTH
FLOOR
LEVEL
7'-912"7'-4"11"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
20B
1D
1D
25
59'-0"
6A 11"4'-012"4'-012"358"4'-714"
1'-11"
1'-0"1'-11"
UP
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
DN
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
64'-0"RESIDENCE
SIXTH
FLOOR
LEVEL
7'-4"
DN
9 RISERS @ 6 11/16"
AND 8 TREADS @ 11"
20B
4B
4B
25
59'-0"
11"4'-012"4'-012"358"4'-714"
1'-11"
1'-0"
DN
9 RISERS @ 6 7/8"
AND 8 TREADS @ 11"
1'-0"
1'-0"
1'-0"
8'-112"
7"
FINISHED WALL CAP, TOP OF GUARD
WALL AT 43" ABOVE STAIR NOSINGS
THIRD FLOOR
ELEV. = 32'-0"
FOURTH FLOOR
ELEV. = 44'-0"
FIFTH FLOOR
ELEV. = 54'-0"
SIXTH FLOOR
ELEV. = 64'-0"6'-1014"5'-0"11'-0"5'-0"ROOF LEVEL
ELEV. = 75'-0"
INTERMEDIATE LANDING
ELEV. = 49'-0"
INTERMEDIATE LANDING
ELEV. = 59'-0"5'-134"5'-0"5'-0"INTERMEDIATE LANDING
ELEV. = 38'-10 1/4"
Y.3
2 HOUR FIRE RATED
WALL ASSEMBLY
SUSPENDED GWB
CEILING AT UNDERSIDE
OF LANDINGS, TYPICAL 3'-0" TO TOPOF HANDRAIL3'-0" TO TOPOF HANDRAIL3'-0"3'-7"2 HOUR FIRE RATED
WALL ASSEMBLY
GWB WALL TO ENCLOSE
UNDERSIDE OF BOTTOM
RUN AND LANDING
FINISHED WALL CAP, TOP
OF GUARD WALL AT 3'-7"
ABOVE STAIR NOSING
1 1/2" Ø x STEEL HANDRAIL
GWB FINISH AT
UNDERSIDE OF STAIR
FRAMING, TYPICAL
WOOD FRAMED
STAIR ASSEMBLY
INSIDE HANDRAIL SHALL
BE CONTINUOUS, TYPICAL
SUSPENDED ACOUSTICAL
CEILING TILE
GWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
DIVIDER WALL IN
VIEW BEYOND
1 1/2" Ø x STEEL
HANDRAIL
6'-8" MINIMUM CLEARHEAD ROOM HEIGHTGWB CEILING AT
UNDERSIDE OF
LANDINGS, TYPICAL
DIVIDER WALL IN
VIEW BEYOND
1 1/2" Ø x STEEL
HANDRAIL
WOOD FRAMED
STAIR ASSEMBLY 678"11"
11"61116"61116"11"
11"61116"61116"11"
11"678"SUSPENDED ACOUSTICAL
CEILING TILE
WALL BASE PER FINISH SCHEDULE
VINYL NOSING
11" TREAD
FLOOR FINISH OVER 3/4" PLYWOOD
LANDING FRAMING, REFER
TO STRUCTURAL
DRAWINGS
7/8" RESILIENT CHANNEL
5/8" GWB, PAINTED
LANDING FRAMING, REFER TO
STRUCTURAL DRAWINGS
2x WOOD KICK PLATE
2x WOOD STRINGER
3/4" PLYWOOD RISER
1"5"MIN.6"11"
MIN.MAX.WALL BASE PER FINISH SCHEDULE
VINYL NOSING
FLOOR FINISH OVER
3/4" PLYWOOD RISER
1 5/8" L.G.M.F
5/8" GWB, PAINTED
LANDING FRAMING, REFER
TO STRUCTURAL
DRAWINGS
JOIST HANGER
FLOOR FINISH OVER
3/4" PLYWOOD TREAD 1"11"7"MAX.7"VINYL NOSING
2x12 WOOD STAIR STRINGER
2x12 WOOD STAIR
STRINGER
1 5/8" L.G.M.F
5/8" GWB, PAINTED
FLOOR FINISH OVER
3/4" PLYWOOD
MIN.
BLOCKING AS REQUIRED
FOR RAILING
112"12" @ TOP OF STAIRS
23" @ BOTTOM OF STAIRS
RETURN HANDRAIL
TO WALL
PLAN
112"3"SECTION ELEVATION
BLOCKING AS REQUIRED
FOR RAILING
PROVIDE COVER PLATE
OVER ATTACHMENT PLATE
c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:46:23 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsA5.03STAIR #3PLANS ANDSECTIONKAKSCO1 SCALE: 1/4" = 1'-0"
STAIR #3 THIRD FLOOR PLAN
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED SECTIONS AND PLAN DETAILS
.
.
.
2 SCALE: 1/4" = 1'-0"
STAIR #3 FOURTH FLOOR PLAN
3 SCALE: 1/4" = 1'-0"
STAIR #3 FIFTH FLOOR PLAN
4 SCALE: 1/4" = 1'-0"
STAIR #3 SIXTH FLOOR PLAN
5 SCALE: 3/8" = 1'-0"
STAIR #3 SECTION
7 SCALE: 1 1/2" = 1'-0"
DETAIL AT FLOOR LANDING
8 SCALE: 1 1/2" = 1'-0"
DETAIL AT STAIR
6 SCALE: 1 1/2" = 1'-0"
DETAIL AT STAIR LANDING
9 SCALE: 3" = 1'-0"
DETAIL AT HANDRAIL
ELEVATOR HOIST BEAM(S)
ELEVATOR SUPPORT BEAM
LEVEL 1 (GROUND)
ELEV. = 15'-4"
LEVEL 3
ELEV. = 32'-0"
LEVEL 4
ELEV. = 44'-0"
LEVEL 5
ELEV. = 54'-0"
LEVEL 6
ELEV. = 64'-0"
TOP OF WALL
ELEV. = VARIES
16'-8"12'-0"10'-0"10'-0"14'-8"TOP OF CMU WALL
ELEV. = 78'-8"
ELEVATOR PIT
ELEV. = 10'-4"5'-0"NOTE: 2 HOUR U.L. RATED ELEVATOR ENCLOSURE13'-4" CLEAR3 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDROOF ASSEMBLY1 HR. FIRE RATEDFLOOR SLABLOBBY
1ELB
ELEVATOR
1
A5.05
7
A5.04
MACHINE
1EM
ELEVATOR
15'-4"4" BEAM8'-8" CLEARA7.01
X
X
X
X
13
5B
5B
VALET
1VT
9B
5A
4A
4A 9C 13
9A8"10"8"7'-10"9'-4"
LOBBY
3ELB
ELEVATOR
1
A5.05
7
A5.04
ICE
3ICE
32'-0"4" BEAM8'-8" CLEARA7.01
X
X
X
X
X
LAUNDRY
1LD
138"6"8"7'-10"X
X
X
LOBBY
4ELB
ELEVATOR
1
A5.05
7
A5.04
ICE
4ICE
44'-0"4" BEAM8'-8" CLEARA7.01
X
X
X
X
QUEEN
H-424
8"8'-1"4'-8"
DOUBLE 8"6"4'-4"3'-8"
4'-4"8'-8" CLEAR17'-8" CLEAR8'-8" CLEAR17'-8" CLEAR8'-8" CLEAR17'-8" CLEAR7'-6"
CLR
8"
4"8"
X
18
5A
5A
9B
6A
4'-5"
5A
9B
9B
19
20B
7'-6"
CLR
8"
4"8"
414"
ADD 7/8" METAL
FURRING AND (1)
LAYER OF 5/8" TYPE X
GYPSUM BOARD
8"8"3'-8"X
13
5A
5A
9B
6A
4'-5"
5A
9B
9B
20B
7'-6"
CLR8"8"
414"
ADD 7/8" METAL
FURRING AND (1)
LAYER OF 5/8" TYPE X
GYPSUM BOARD
8"8"3'-8"ADD 7/8" METALFURRING AND (1)LAYER OF 5/8" TYPE XGYPSUM BOARDX9B
C4
C4 C5
XC5
414"8"8"6A
ADD 7/8" METAL
FURRING AND (1)
LAYER OF 5/8" TYPE X
GYPSUM BOARD
LOBBY
5ELB
ELEVATOR
1
A5.05
7
A5.04
ICE
4ICE
54'-0"4" BEAM8'-8" CLEARA7.01
X
X
X
X
KING
H-524
8"8'-2"X
4'-8"
LOBBY
6ELB
ELEVATOR
1
A5.05
7
A5.04 8'-8" CLEAR17'-8" CLEARICE
6ICE
64'-0"4" BEAM8'-8" CLEARA7.01
X
X
X
X
18
5A
5A
KING
H-624
9B
6A8"8'-2"4'-5"
5A
9B
9B
19
20B
4'-8"3'-8"8"6"8"6"7'-6"
CLR
8"
4"8"8'-8" CLEAR17'-8" CLEAR8"ADD 7/8" METAL
FURRING AND (1)
LAYER OF 5/8" TYPE X
GYPSUM BOARD
414"
18
5A
5A
9B
6A8"8'-2"4'-5"
5A
9B
9B
19
20B
4'-8"
7'-6"
CLR
8"
4"8"
414"
ADD 7/8" METAL
FURRING AND (1)
LAYER OF 5/8" TYPE X
GYPSUM BOARD8"8"8"3'-8" c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:52:51 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsA5.04HOTEL ELEVATORFLOOR PLANSAND SECTIONKKJJD10-26-18 FOR BUIILDING PERMIT
.
.
.
.
.
.
.
7 3/8" = 1'-0"
HOTEL ELEVATOR SECTION
1 3/16" = 1'-0"
HOTEL ELEVATOR LEVEL 1 FLOOR PLAN
3 3/16" = 1'-0"
HOTEL ELEVATOR LEVEL 3 FLOOR PLAN
4 3/16" = 1'-0"
HOTEL ELEVATOR LEVEL 4 FLOOR PLAN
5 3/16" = 1'-0"
HOTEL ELEVATOR LEVEL 5 FLOOR PLAN
6 3/16" = 1'-0"
HOTEL ELEVATOR LEVEL 6 FLOOR PLAN
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
3 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDROOF ASSEMBLY1 HR. FIRE RATEDFLOOR SLABLEVEL 1 (GROUND)
ELEV. = 15'-4"
LEVEL 3
ELEV. = 32'-0"
LEVEL 4
ELEV. = 44'-0"
LEVEL 5
ELEV. = 54'-0"
LEVEL 6
ELEV. = 64'-0"
TOP OF WALL
ELEV. = 73'-5 3/4"16'-8"12'-0"10'-0"10'-0"9'-534"TOP OF CMU WALL
ELEV. = 78'-8"
ELEVATOR PIT
ELEV. = 10'-4"5'-0"ELEVATOR HOIST BEAM
ELEVATOR SUPPORT BEAM
13'-4" CLEARNOTE: 2 HOUR U.L. RATED ELEVATOR ENCLOSURE5'-214"NOTE: 2 HOUR U.L. RATED ELEVATOR ENCLOSURE 1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDROOF ASSEMBLY1 HR. FIRE RATEDFLOOR SLABELEVATOR HOIST BEAM
LEVEL 1 (GROUND)
ELEV. = 26'-0"
LEVEL 3
ELEV. = 32'-0"
LEVEL 4
ELEV. = 44'-0"
LEVEL 5
ELEV. = 54'-0"
LEVEL 6
ELEV. = 64'-0"
TOP OF WALL
ELEV. = VARIES
6'-0"12'-0"10'-0"10'-0"14'-8"TOP OF CMU WALL
ELEV. = 78'-8"
ELEVATOR PIT
ELEV. = 21'-0"5'-0"FUTURE SLAB
ELEV. = 21'-4"
c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:55:35 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsA5.05HOTEL/RESIDENT.ELEVATORSECTIONSKKJJD10-26-18 FOR BUIILDING PERMIT
.
.
.
.
.
.
.
1 3/8" = 1'-0"
HOTEL ELEVATOR SECTION
2 3/8" = 1'-0"
RESIDENTIAL ELEVATOR SECTION
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
ELEVATOR HOIST BEAM(S)
ELEVATOR SUPPORT BEAM
13'-4" CLEARNOTE: 2 HOUR U.L. RATED ELEVATOR ENCLOSURE
3 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDFLOOR SLAB1 HR. FIRE RATEDROOF ASSEMBLY1 HR. FIRE RATEDFLOOR SLABLEVEL 1 (GROUND)
ELEV. = 26'-0"
LEVEL 3
ELEV. = 32'-0"
LEVEL 4
ELEV. = 44'-0"
LEVEL 5
ELEV. = 54'-0"
LEVEL 6
ELEV. = 64'-0"
BOTTOM OF ANGLE
ELEV. = 73'-6 1/2"6'-0"12'-0"10'-0"10'-0"9'-612"TOP OF CMU WALL
ELEV. = 78'-8"
ELEVATOR PIT
ELEV. = 21'-0"5'-0"5'-112"PARKING LEVEL 1
ELEV. = 14'-0"7'-0"PARKING LEVEL 2
ELEV. = 23'-0"2'-0"2 HR. FIRE RATEDFLOOR SLAB9'-0" CLR8"8"
2
A5.05
6
A5.06
8"8"8"7'-6" CLEARLOBBY
RL
RESIDENTIAL
26'-0"
MACHINE
EMR
ELEVATOR
26'-0"
21'-6"
FUTURE
SLAB
23'-0"
ROOM
WR
WATER
ROOM
5A5A
9B
5A
9'-0" CLR8"8"
2
A5.05
6
A5.06
8"4"8"7'-6" CLEAR32'-0"
CORRIDOR-2
R3CR2
5A5A
5A
5A
UNIT
R-387
9'-0" CLR8"8"
2
A5.05
6
A5.06
8"4"8"7'-6" CLEAR44'-0"
CORRIDOR-2
R4CR2
5A
UNIT
R-487
UNIT
R-489
8"8"
9A
ADD 7/8" METAL FURRING
AND (1) LAYER OF 5/8"
TYPE X GYPSUM BOARD
8"
8"
9B
5A
5A
ADD 7/8" METAL FURRING
AND (1) LAYER OF 5/8"
TYPE X GYPSUM BOARD
9B
21
21
5A
8"
8"
9'-0" CLR8"8"
2
A5.05
6
A5.06
8"4"8"7'-6" CLEAR54'-0"
CORRIDOR-2
R5CR2
UNIT
R-587
UNIT
R-589
9'-0" CLR8"8"
2
A5.05
6
A5.06
8"4"8"7'-6" CLEAR64'-0"
CORRIDOR-2
R6CR2
UNIT
R-687
UNIT
R-689
5A
5A
5A
ADD 7/8" METAL FURRING
AND (1) LAYER OF 5/8"
TYPE X GYPSUM BOARD
9B
21
21
5A
5A
5A
5A
ADD 7/8" METAL FURRING
AND (1) LAYER OF 5/8"
TYPE X GYPSUM BOARD
9B
21
21
5A
8"
8"
8"
8"
c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:57:05 AM
Washington St. Mixed Use Development
Washington Street
Salem, MassachusettsA5.06RESIDENT. ELEV.FLOOR PLANSAND SECTIONKKJJD10-26-18 FOR BUIILDING PERMIT
.
.
.
.
.
.
.
6 3/8" = 1'-0"
RESIDENTIAL ELEVATOR SECTION 1 3/16" = 1'-0"
RESIDENTIAL ELEVATOR LEVEL 1 FLOOR PLAN
AO.01
LEVEL 1
A3.01
EXTERIOR ELEVATIONS
AO.02
LEVEL 2
AO.03
LEVEL 3
AO.04
LEVEL 4
AO.05
LEVEL 5
AO.06
LEVEL 6
AO.07
ROOF LEVEL
A3.02
EXTERIOR ELEVATIONS
A3.03
EXTERIOR ELEVATIONS
A3.00
ELEVATION KEY PLAN
2 3/16" = 1'-0"
RESIDENTIAL ELEVATOR LEVEL 3 FLOOR PLAN
3 3/16" = 1'-0"
RESIDENTIAL ELEVATOR LEVEL 4 FLOOR PLAN
4 3/16" = 1'-0"
RESIDENTIAL ELEVATOR LEVEL 5 FLOOR PLAN
5 3/16" = 1'-0"
RESIDENTIAL ELEVATOR LEVEL 6 FLOOR PLAN
VARIES
6'-8" MIN. - 7'-0" MAX.2"2"VARIES2"VARIES
6'-8" MIN. - 7'-0" MAX.4"2"VARIES2"DOOR SCHEDULE#LOCATIONSIZETYPEMATERIALTHRESHOLDHDWRFRAMERATINGNOTESGUESTROOMSGR-1GUESTROOM ENTRY3'-0" X 6'-8"ASC WOODSET #1HM-W20 MIN1WNWOMEN3'-0" X 6'-8"CHM-KD1VSVESTIBULE (INTERIOR)SEE ELEVATIONX/A6.01ALUMECR2STAIR-2 EGRESS TO EXTERIOREVSHOTEL VESTIBULE (EXTERIOR)SEE ELEVATIONALUMALUMALUMAUTOMATIC DOOR HDWR BY SUPPLIERALUMEST1STAIRWELL TO EXTERIOR3'-0" X 7'-0"ALUMEVOX/A6.01HOTEL COMMON AREASEGLGARAGE LEVEL 1 TO EXTERIORX/A6.01ALL HARDWARE BY DOOR SUPPLIER1EM1ELEVATOR MACHINE3'-0" X 6'-8"CHM-W90 MIN2ST1STAIR 1 (INTERIOR)3'-0" X 6'-8"FHM-W90 MIN2ST2STAIR 2 (INTERIOR)3'-0" X 6'-8"FHM-W90 MIN2TRTRASH ROOM(2) 3'-0" X 6'-8"HM-W90 MINEXTERIORGUEST BATH / CLOSET3'-2 1/2" X 6'-8"HWOODSC WOODALUMALUMALUMALUMVALET OFFICE (EXTERIOR)FGALV. HMGALV. HM3ST1STAIR 1 (INTERIOR)3'-0" X 6'-8"FHM-W90 MIN4ST1STAIR 1 (INTERIOR)3'-0" X 6'-8"HM-W90 MIN4ST2STAIR 2 (INTERIOR)3'-0" X 6'-8"HM-W90 MIN3'-0" X 6'-8"4UTUTILITY (FROM CORRIDOR)3'-0" X 6'-8"CHM-W45 MINNOTESHARDWARE SCHEDULESET #13 EA. HINGES1 EA. CARD READER1 EA. DOOR GUARD1 EA. TAMPER-PROOF 1-WAY VIEWER W/ COVER1 EA. DOOR GASKETING1 EA. THRESHOLD1 EA. WALL STOP1 EA. DOOR CLOSER1 EA. SWEEPSET #23 EA. RECESSED PULLS1 EA. BARN DOOR SLIDING RAIL HARDWARESET #33 EA. HINGES1 EA. LOCKSETSET #42 EA. SPRING HINGES1 EA. HINGE1 EA. CONNECTING LATCHES1 EA. DEADBOLTS1 EA. DOOR GASKETING1 EA. DOOR STOPS1 EA. DOOR SWEEPS1 EA. DOOR GUARD1 EA. THRESHOLDSET #51 EA. REMOTE CARD READER1 EA. INTERCOM @ VESTIBULE DOORBALANCE OF HARDWARE BY DOOR SUPPLIERSET #6ALL HARDWARE BY DOOR SUPPLIERSET #71 EA. REMOTE CARD READERBALANCE OF HARDWARE BY DOOR SUPPLIERSET #83 EA. HINGES1 EA. DOOR CLOSER1 EA. PERIMETER GASKET1 EA. WALL STOPSET #93 EA. HINGES1 EA. LOCK SET1 EA. DOOR CLOSER1 EA. DOOR STOPSET #103 EA. HINGES1 EA. LOCK SET1 EA. DOOR CLOSERSET #113 EA. HINGES1 EA. KEY PAD LOCK1 EA. DOOR CLOSER1 EA. DOOR VIEWER1 EA. WALL STOPSET #123 EA. HINGES1 EA. PRIVACY SET1 EA. KICK PLATE1 EA. DOOR CLOSER1 EA. DOOR STOP2 EA. COAT HOOK (HI, LO)SET #133 EA. HINGES1 EA. OFFICE LOCK1 EA. WALL STOPSET#143 EA. HINGES1 EA. CARD READER1 EA. LOCK SET1 EA. DOOR CLOSER1 EA. DOOR STOPSET #153 EA. HINGES1 EA. LOCKSET1 EA. DOOR CLOSER1 EA. THRESHOLD1 EA. SOUND SEALSET #163 EA. HINGES1 EA. CARD READER1 EA. LOCK SET1 EA. DOOR CLOSER1 EA. DOOR GASKETING1 EA. KICK PLATE1 EA. WALL STOP1 EA. CYLINDER1 EA. DOOR VIEWERSET #173 EA. HINGES1 EA. DOOR CLOSER1 EA. DOOR STOP1. DOOR FINISHES ARE STAIN GRADE OAK, PLASTIC LAMINATE, PAINTED OR PREFINISHED.2. GLASS COLOR OF ENTRANCE DOORS AND FINISH OF ALUMINUM STOREFRONTS TO BE SELECTED BASED ON THE EXTERIOR SCHEME.3. PROVIDE REMOTE CARD READERS AT INDICATED LOCATIONS TO BE MOUNTED WITHIN ACCESSIBLE REACH RANGE, MUST BE ON AN ACCESSIBLE ROUTE AND HAVE CLEAR FLOOR SPACE FOR FRONT OR PARALLEL APPROACH AT THE CARD READER4. PROVIDE GLASS SIDELIGHT OR GLASS VISION LITE.5. AUTOMATIC SLIDING DOORS SHALL BE PROVIDED AT THE LOBBY ENTRANCE. SINGLE SLIDERS ARE NOT ALLOWED. 12'-0" OVERALL UNIT WIDTH 60" CLEAR OPENING - PROVIDE REMOTE DOOR LOCK RELEASE AT FRONT DESK.6. ALL DOOR RATING REQUIREMENTS SHALL BE VERIFIED WITH THE LOCAL JURISDICTION.7. ALL DOOR FRAMES TO BE PAINTED FINISH.8. MEETING ROOMS MUST HAVE A TAMPER PROOF 1-WAY VIEWER LOOKING INTO MEETING ROOM9. ALL DOORS MUST HAVE A 32" MINIMUM CLEAR WIDTH OPENING WHEN DOOR IS FULLY OPEN.10. THRESHOLDS AT ACCESSIBLE DOORS TO MEET ALL APPROPRIATE ACCESSIBILITY REQUIREMENTS. ACCESSIBLE DOORS INCLUDE ALL PUBLIC ACCESS SPACES, ALL PUBLIC EXTERIOR DOORS, ALL EGRESS DOORS AND EMPLOYEE DOORS THAT ARE INDICATED WITH A CLEAR FLOOR AREA.11. EACH DOOR SUB-CONTRACTOR (ALUM. STOREFRONT/ WOOD/ HOLLOW METAL) SHALL BE RESPONSIBLE TO ADJUST ALL INTERIOR DOORS SO THAT THE DOOR'S REQUIRED OPENING FORCE IS 5 LBS OR LESS. ANY DOOR WITH A CLOSER SHALL BE ADJUSTED TO SLOW THE CLOSING TIME TO A MINIMUM OF THREE SECONDS, BUT NO MORE THAN 4 SECONDS FROM A STARTING POINT OF 70 DEGREES OPEN 3" FROM CLOSING. HARDWARE SHALL BE SELECTED TO ALLOW FOR CLOSING SPEED REQUIREMENTS FOR ACCESSIBILITY - REFER TO DIAGRAM.12. CHANGES IN LEVEL AT FLOOR TRANSITION PERMITTED TO BE 1/4" MAXIMUM OR 1/2" W/ 1:2 SLOPE (TYPICAL, ALL THRESHOLDS).3"
3
SEC.70°SET #2SET #12SET #9SET #8SET #8SET #9SET #8SET #8SET #8SET #19SET #6SET #5SET #24SET #7SEE ELEVATIONALL HARDWARE BY DOOR SUPPLIERGR-2GUESTROOM COMMUNICATING3'-0" X 6'-8"CHM-WSC WOODSET #4GR-320 MINACC-GUEST BATH / CLOSET3'-6" X 6'-8"HWOODSC WOODSET #29GR-53'-0" X 7'-0"ALUMFGALV. HMGALV. HMSET #243'-8" X 7'-0"ALUMFGALV. HMGALV. HMSET #24ALUMERST1X/A6.01ALL HARDWARE BY DOOR SUPPLIERALUMALUMRESTAURANT MAIN ENTRY (EXTERIOR)SET #XSEE ELEVATIONALUMERST2X/A6.01ALL HARDWARE BY DOOR SUPPLIERALUMALUMRESTAURANT SIDE ENTRY (EXTERIOR)SET #XSEE ELEVATION1MNMEN3'-0" X 6'-8"CHM-KD1PL1POOL ROOM3'-0" X 7'-0"X/A6.011PVPOOL VESTIBULEALL HARDWARE BY DOOR SUPPLIER3'-0" X 7'-0"6/A6.01ALUMALUMMANUFACTURERSET #12SET #7SET #61GL1GARAGE LEVEL-1 FROM HOTEL3'-0" X 6'-8"X/A6.01ALL HARDWARE BY DOOR SUPPLIERALUMALUMMANUFACTURERSET #71GL2GARAGE LEVEL-1 TO EGRESS3'-0" X 6'-8"GALV. HMMANUFACTURERSET #8FGALV. HM1MGMANAGER (OFFICE)3'-0" X 6'-8"CHM-KDSET #13SC WOODSC WOOD1SLSALES (OFFICE)3'-0" X 6'-8"CHM-KDSC WOODSET #131CPCOMPUTER / ABXHM-KD45 MINSET #1424" X 36" LOUVER3'-0" X 6'-8"CSC WOOD1SR1STORAGE (WORK AREA CLOSET)3'-0" X 6'-8"CHM-KDSET #10NO LOCK SET, PROVIDE PASSAGE SETSC WOODSC WOODSC WOODALUMALUM1PL2POOL ROOM3'-0" X 6'-8"SET #24FGALV. HM1PMPOOL MECHANICAL3'-6" X 6'-8"FGALV. HMGALV. HMSET #20GALV. HM1PSPOOL STORAGE3'-6" X 6'-8"FGALV. HMGALV. HMSET #201SR2STORAGECHM-W3'-0" X 6'-8"SET #9SC WOOD45 MIN1EL2ELECTRIC (HOTEL)CHM-W3'-0" X 6'-8"SET #9SC WOOD45 MIN**PANIC HARDWARE REQUIRED1LSLIFE SAFTEYFHM-W3'-0" X 6'-8"SET #945 MIN**PANIC HARDWARE REQUIREDHM1ST1STAIR 1 (INTERIOR)3'-0" X 7'-0"FHM-W90 MINSET #81ST2STAIR 2 (INTERIOR)3'-0" X 7'-0"FHM-W90 MINSET #8GALV. HM1VOVALET OFFICE3'-0" X 6'-8"FHM-KDSET #13GALV. HMFGALV. HMGALV. HMGALV. HM1EGENGINEER/MAINTENANCE3'-0" X 6'-8"CGALV. HMGALV. HMSET #93ST2ASTAIR 2 (INTERIOR)3'-0" X 6'-8"FHM-W90 MINSET #83ST2BSTAIR 2 (INTERIOR)3'-0" X 6'-8"FHM-W90 MINSET #8GALV. HM3MEMECHANICAL3'-0" X 6'-8"CHM-W45 MINSET #9SC WOOD3TRTRASH ROOM3'-0" X 6'-8"HM-W90 MINSET #9FGALV. HM3FCFITNESS CENTERALUMALUM3'-0" X 7'-0"X/A6.01ALL HARDWARE BY DOOR SUPPLIERMANUFACTURERSET #83FPFOOD PREP ROOM4'-0" X 6'-8"CSET #9HM-KDSC WOOD3PT1PANTRY3'-0" X 6'-8"CSET #27HM-KDSC WOOD3WNWOMEN3'-0" X 6'-8"CHM-KDSET #9SC WOOD3MNMEN3'-0" X 6'-8"CHM-KDSET #9SC WOOD3BR2BREAKFAST AREA TO CORRIDOR3'-0" X 6'-8"CHM-KDSET #9SC WOOD3EBBREAK ROOM3'-0" X 6'-8"HM-KD3BOHBACK OF HOUSE (CORRIDOR)3'-6" X 6'-8"CHM-W45 MINSET #20SET #10NO LOCK SET, PROVIDE PASSAGE SETSC WOODPROVIDE KICK PLATES3HOHOUSEKEEPING OFFICE3'-6" X 6'-8"CHM-KDSET #13SC WOOD3ERREMPLOYEE RESTROOM3'-0" X 6'-8"CHM-KDSET #21SC WOOD3ELCELECTRIC (FROM BOH)3'-0" X 6'-8"HM-W45 MIN**PANIC HARDWARE REQUIREDSET #9CSC WOODCSC WOOD3SR1STORAGE3'-0" X 6'-8"CHM-KDSET #10SC WOOD3SR2STORAGE3'-0" X 6'-8"HM-KDSET #103WAWASHER ACCESS3'-0" X 6'-8"CHM-KDSET #10SC WOODSC WOODCNO LOCK SET, PROVIDE PASSAGE SET3LD1LAUNDRY (FROM BOH)3'-6" X 6'-8"CHM-WSET #12SC WOODNO LOCK SET, PROVIDE PASSAGE SET90 MIN3LD2LAUNDRY (FROM GARAGE)(2) 3'-0" X 6'-8"FHM-W90 MINSET #20PROVIDE KICK PLATESGALV. HM3DRDRYER ACCESS2'-6" X 6'-8"DHOLLOW METALHM-KDSET #103CR2CORRIDOR-2 (HOTEL)3'-0" X 6'-8"CHM-W45 MINSET #83CR3CORRIDOR-3 (RESIDENCE)3'-0" X 6'-8"CHM-W45 MINSET #8SC WOODSC WOODFFHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALSC WOOD3'-0" X 6'-8"4ELELECTRIC (FROM CORRIDOR)3'-0" X 6'-8"CHM-W45 MINSET #19SC WOOD4CR2CORRIDOR-2 (HOTEL)3'-0" X 6'-8"CHM-W45 MINSET #84CR3CORRIDOR-3 (RESIDENCE)3'-0" X 6'-8"CHM-W45 MINSET #8SC WOODSC WOOD5ST1STAIR 1 (INTERIOR)3'-0" X 6'-8"HM-W90 MIN5ST2STAIR 2 (INTERIOR)3'-0" X 6'-8"HM-W90 MIN3'-0" X 6'-8"5UTUTILITY (FROM CORRIDOR)3'-0" X 6'-8"CHM-W45 MINSET #8SET #8SET #19FFHOLLOW METALHOLLOW METALSC WOOD3'-0" X 6'-8"5ELELECTRIC (FROM CORRIDOR)3'-0" X 6'-8"CHM-W45 MINSET #19SC WOOD5CR2CORRIDOR-2 (HOTEL)3'-0" X 6'-8"CHM-W45 MINSET #85CR3CORRIDOR-3 (RESIDENCE)3'-0" X 6'-8"CHM-W45 MINSET #8SC WOODSC WOOD6ST1STAIR 1 (INTERIOR)3'-0" X 6'-8"HM-W90 MIN6ST2STAIR 2 (INTERIOR)3'-0" X 6'-8"HM-W90 MIN3'-0" X 6'-8"6UTUTILITY (FROM CORRIDOR)3'-0" X 6'-8"CHM-W45 MINSET #8SET #8SET #19FFHOLLOW METALHOLLOW METALSC WOOD3'-0" X 6'-8"6ELELECTRIC (FROM CORRIDOR)3'-0" X 6'-8"CHM-W45 MINSET #19SC WOOD6CR2CORRIDOR-2 (HOTEL)3'-0" X 6'-8"CHM-W45 MINSET #86CR3CORRIDOR-3 (RESIDENCE)3'-0" X 6'-8"CHM-W45 MINSET #8SC WOODSC WOOD6STRSTAIR 2 (TO ROOF ACCESS)3'-0" X 6'-8"HM-KDSET #8FHOLLOW METAL3PT2BREAKFAST TO PANTRYMULTI-SLIDE--HM-KDSC WOODSOLID CORE WOODPREFINISHED STAIN ORPAINTED - REFERENCESCHEDULESET #183 EA. HINGES1 EA. DOOR CLOSERS1 EA. PERIMETER GASKET1 EA. WALL STOPSET #193 EA. HINGES1 EA. LOCK SET1 EA. DOOR CLOSER1 EA. PERIMETER GASKET1 EA. KICK PLATE1 EA. WALL STOPSET #204 EA. HINGES1 EA. STOREROOM LOCK1 EA. DOOR CLOSER2 EA. ARMOR PLATES1 EA. PERIMETER GASKET1 EA. DOOR STOPPROVIDE HOLD OPEN,PUSH/PULL PLATES AT LAUNDRYSET #213 EA. HINGES1 EA. PRIVACY SET1 EA. DOOR STOPSET #226 EA. HINGES2 EA. EXIT DEVICE2 EA. DOOR CLOSERS2 EA. MAGNETIC HOLD OPENS1 EA. PERIMETER GASKETSET #233 EA. HINGES1 EA. EXIT DEVICE1 EA. DOOR CLOSER1 EA. THRESHOLD1 EA. DOOR SWEEP1 EA. WEATHERSTRIPPING1 EA. RAIN DRIP CAP1 EA. FLOOR STOPSET #243 EA. HINGES1 EA. EXIT DEVICE1 EA. DOOR CLOSER1 EA. THRESHOLD1 EA. DOOR SWEEP1 EA. WEATHERSTRIPPING1 EA. RAIN DRIP CAP1 EA. FLOOR STOP1 EA. KICK PLATESET #253 EA. HINGES1 EA. LOCK SET1 EA. DOOR CLOSER1 EA. DOOR STOP1 EA. THRESHOLDSET #263 EA. HINGES1 EA. CARD READER1 EA. DOOR CLOSER1 EA. PERIMETER GASKET1 EA. WALL STOPSET #273 EA. EXTENDED HINGES1 EA. EXIT DEVICE1 EA. LOCK SET1 EA. DOOR CLOSER1 EA. MAGNETIC HOLD-OPEN1 EA. DOOR STOPSET #283 EA. EXTENDED HINGES1 EA. LOCK SET1 EA. DOOR STOPSET #292 EA. ACCESSIBLE PULLS1 EA. BARN DOOR SLIDING RAILHARDWARESINGLE ALUMINUMSTOREFRONTCENTER OPENINGAUTOMATIC SLIDINGALUMINUM DOORSHOLLOW METALPAINTEDREFER TOSCHEDULE FOROCCURRENCE OFDOOR LOUVERS ORVISION LITESSOLID CORE WOODPREFINISHED,REFERENCE SCHEDULESLIDING STILE AND RAILWOOD DOORATTACHED MIRRORWHERE INDICATEDIN DOORSCHEDULESOLID CORE WOODPREFINISHED,REFERENCE SCHEDULEA1A6.01BCDEFHNOT USEDG24ALL HARDWARE BY DOOR SUPPLIERMANUFACTURERPUSH / PULL HARDWAREPUSH / PULL HARDWAREE4RLOW ROOF ACCESS3'-0" X 5'-10"ALUMFGALV. HMGALV. HMSET #24SOLID CORE WOODPANEL DOORTAMPER PROOF 1-WAYVIEWER W/ COVERGUEST ROOM KEYCARD LOCKSETNOTE:VERIFY ALL DIMENSIONSWITH MANUFACTURER/INDUSTRY STANDARDS/APPLICABLE CODESSAFETY DOOR LATCHCOORDINATE WITH LIGHT SWITCHCLCLCLCLCLADDITIONAL VIEWERREQUIRED ATACCESSIBLE ROOMSGUEST SUITE EVACUATIONPLAN / INFORMATION SIGN5'-0" TYPICAL
3'-7" ACCESSIBLE
3'-4" ACCESSIBLE 234"4'-0" REQUIRED11" = 1'-0"ELEVATION AT GUEST ROOM ENTRY DOORDOOR(S) PER SCHEDULEDOOR SWEEP (TYP. EACH DOOR)TILE FLOORACCESSIBLE VINYL TRANSITION STRIP.1/4" MAX VERTICAL CHANGE, 1/2" MAXVERTICAL CHANGE IF SLOPED AT 1:2 1/4" - 1/2" MAX.3" = 1'-0"THRESHOLD DETAIL AT COMMUNICATING DOOR(S)DOOR(S) PER SCHEDULECARPET ON PADDOOR SWEEPACCESSIBLE VINYL TRANSITION STRIP.1/4" MAX VERTICAL CHANGE, 1/2" MAXVERTICAL CHANGE IF SLOPED AT 1:2TILE FLOORCARPET TILEACCESSIBLE VINYL TRANSITION STRIP.1/4" MAX VERTICAL CHANGE, 1/2" MAXVERTICAL CHANGE IF SLOPED AT 1:2TILE FLOOR3" = 1'-0"THRESHOLD DETAIL AT GUEST ENTRY DOOR3" = 1'-0"FLOOR TRANSITION DETAIL10-26-18 FOR BUIILDING PERMIT
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.A6.01HOTEL DOORSCHEDULEKAKJJD1/4" = 1'-0"DOOR ELEVATION TYPES1/4" = 1'-0"HOLLOW METAL DOOR FRAME TYPES c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 11:59:17 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
DOOR SCHEDULE#LOCATIONSIZETYPEMATERIALFUNCTIONFRAMERATINGNOTESEXTERIOR2SRSTORAGE ROOMKHM3'-0" X 7'-0" (2)3RSRESIDENTIAL STORAGE3'-0" X 7'-0"3EL1ELEVATOR LOBBY3'-0" X 7'-0"3ST3JHM903'-0" X 7'-0"3RT1RESIDENCE TRASH ROOM3'-0" X 7'-0"3RT2RESIDENCE TRASH ROOM3'-0" X 7'-0"4ST3STAIR 33'-0" X 7'-0"UNIT TYPES A1- UNITS 397, 497, 597, 697AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBUNIT TYPE B1 - UNITS 386, 586, 686DEN3'-0" X 6'-8"AWD#LOCATIONSIZETYPEMATERIALFRAMERATINGNOTESSOLID CORE90ERT1RETAIL TENANT 13'-0" X 7'-0" (2)CALUM.HMERT2RETAIL TENANT 23'-0" X 7'-0" (2)ERT3RETAIL TENANT 33'-0" X 7'-0" (2)E3GR3'-0" X 7'-0"JE3ST3E1RVINSUL. MTL3'-0" X 8'-0"B1GSRSTORAGE ROOMHM603'-0" X 7'-0"1GMEMECHANICAL ROOM3'-0" X 7'-0"HM1EM21EL13'-0" X 7'-0"3'-0" X 7'-0"ELEVATOR MACHINE ROOMELECTRIC ROOMHMGHMHMHM--3'-0" X 7'-0"J90STAIR 3GARAGE LEVEL 3STAIR 3RESIDENTIAL ENTRY VESTIBULESOLID COREHMHM2WRWATER ROOM3'-0" X 7'-0"FUNCTIONVARIES
6'-8" OR 7'-0"2"2"VARIES2"7'-0"4"2"VARIES2"ABCDJIFGH10"
10"6"4"4"10"
10"K3'-0" X 8'-0"RESIDENTIAL ENTRY VESTIBULEB1RV90UNIT TYPES A3 - UNITS 382, 482, 682LUNIT TYPE C3 - UNITS 393, 493, 593, 693, 395, 495, 595, 695UNIT TYPE C4 - UNITS 383, 483, 583, 683UNIT TYPE C5 - UNITS 481, 581, 681UNIT TYPE C2 UNITS - 489, 589, 698UNIT TYPE C1 - UNITS 480, 580, 680, 490, 590, 690, 492, 592, 692, 494, 594, 694, 496, 596, 6963RFRESIDENTIAL FITNESSIHM3'-0" X 7'-0"3EL2ELEVATOR LOBBY3'-0" X 7'-0"WD/GLASSCOMMON AREACCALUM.ALUM.ALUM.ALUM.HMHMINSUL. MTLHM3GR1GARAGE TO ELEVATOR LOBBY3'-0" X 7'-0"45CLOSER, FLUSH BOLTSGGGGGALUM.ALUM.ALUM.GGWD/GLASSHMHMJWD/GLASS5ST3STAIR 33'-0" X 7'-0"JWD/GLASS90906ST3STAIR 33'-0" X 7'-0"JWD/GLASSBBBALUM.ALUM.ALUM.HMHM------45------60HM60--451" INSULATED GLAZING AND INSULATED FRAME1" INSULATED GLAZING AND INSULATED FRAME1" INSULATED GLAZING AND INSULATED FRAME1" INSULATED GLAZING AND INSULATED FRAMEDOOR SCHEDULE: GENERAL NOTES1.5/8" UNDERCUT AT INTERIOR DOORS2.DOOR THICKNESS OF ALL DOORS IS 1 3/4" UNLESS NOTED OTHERWISE.3.ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED.4.PROVIDE SAFETY GLAZING AT ALL GLAZING.5.ALL UNIT INTERIOR DOORS SHALL BE 1 3/8" THICK.6.HINGE-MOUNTED DOOR STOPS ARE NOT ALLOWED.7.DOOR GUARDS AT THE UNIT ENTRY DOORS REQUIRE A SPACER TO CLEAR THE DOOR TRIM.8.ALL UNIT ENTRY DOORS TO HAVE 10" FLUSH BOTTOM.9.ALL UNIT ENTRY DOORS TO HAVE ONE-WAY VIEWER AT 60"AFF.ENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5NOT USEDDLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5UNIT TYPES A2- UNITS 392, 492, 592, 692GJULIET BALCONY SLIDER3'-0" X 7'-0" (2)MINS. VINYL----NOTE 4, AT FLOORS 4 - 6MN6'-0"1'-6"3'-0"1'-6"7'-0"
7'-0"6'-0"3'-0"3'-0"FIXEDSWINGHEXTERIOR TO LIVING ROOM3'-0" X 7'-0"NINS. VINYL----NOTE 4, AT FLOOR 3AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GJULIET BALCONY SLIDER3'-0" X 7'-0" (2)MINS. VINYL----NOTE 4, AT FLOORS 4 - 6HEXTERIOR TO LIVING ROOM3'-0" X 7'-0"NINS. VINYL----NOTE 4, AT FLOOR 3AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5G--NOTE 5, SEE 2/A6.02UNIT TYPE B2 - UNITS 385, 485, 585, 685AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSER, SEE 2/A6.02 SIM.SOLID CORE--BENTRY CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL3'-0" X 6'-8"ASOLID COREWD--NOTE 5EBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5GJULIET BALCONY SLIDER3'-0" X 7'-0" (2)PINS. VINYL----NOTE 4, AT FLOORS 4 - 6DEN3'-0" X 6'-8"AWDSOLID COREH--NOTE 5JDEN CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5, SEE 2/A6.02HMASTER CLOSET3'-0" X 6'-8" (2)LSOLID COREWD--NOTE 5JMASTER CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5KMASTER BATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET3'-0" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL3'-0" X 6'-8"ASOLID COREWD--NOTE 5EBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5, SEE 2/A6.02HMASTER CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5, SEE 2/A6.02HMASTER CLOSETSOLID COREWD--NOTE 5J3'-0" X 6'-8"AKMASTER BATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5LJULIET BALCONY SLIDER3'-0" X 7'-0" (2)MINS. VINYL----NOTE 4, AT FLOORS 4 - 6EXTERIOR TO LIVING ROOM3'-0" X 7'-0"NINS. VINYL----NOTE 4, AT FLOOR 3AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL3'-0" X 6'-8"ASOLID COREWD--NOTE 5EBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5, SEE 2/A6.02HMASTER CLOSET3'-0" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHJMASTER CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5KMASTER BATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5JULIET BALCONY SLIDER3'-0" X 7'-0" (2)PINS. VINYL----NOTE 4, AT FLOORS 4 - 6L6'-0"7'-0"FIXEDPAUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5, SEE 2/A6.02HMASTER CLOSET3'-0" X 6'-8" (2)HSOLID COREWD--NOTE 5JMASTER CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5KMASTER BATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5JULIET BALCONY SLIDER3'-0" X 7'-0" (2)PINS. VINYL----NOTE 4, AT FLOORS 4 - 6LJULIET BALCONY SLIDER3'-0" X 7'-0" (2)PINS. VINYL----NOTE 4, AT FLOORS 3 - 6MUNIT TYPE C6 - UNITS 387, 487, 587, 687AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL3'-0" X 6'-8"ASOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5HMASTER CLOSET3'-0" X 6'-8" (2)LSOLID COREWD--NOTE 5JMASTER BATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5JULIET BALCONY SLIDER3'-0" X 7'-0" (2)PINS. VINYL----NOTE 4, AT FLOORS 4 - 6LUNIT TYPES A3 ACCESSIBLE - UNITS 582AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET3'-0" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5UNIT TYPE B1 ACCESSIBLE - UNITS 486DEN3'-0" X 6'-8"AWDSOLID COREAUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET3'-0" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL2'-6" X 6'-8" (2)HSOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5G--NOTE 5, SEE 2/A6.02UNIT TYPE C5 - UNITS 381AUNIT ENTRY3'-0" X 7'-0"AHM20 MINNOTES 2, 3, 7, 8 - FLAT RETURN FRAME, CLOSERBSOLID COREENTRY CLOSET3'-0" X 6'-8" (2)LSOLID COREWD--NOTE 5, SEE 2/A6.02CBATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5DLAUNDRY/MECHANICAL3'-0" X 6'-8"ASOLID COREWD--NOTE 5, BALL CATCHEBEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5FBEDROOM CLOSET2'-6" X 6'-8" (2)LSOLID COREWD--NOTE 5GMASTER BEDROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5, SEE 2/A6.02HMASTER CLOSET3'-0" X 6'-8" (2)HSOLID COREWD--NOTE 5JMASTER CLOSET3'-0" X 6'-8"ASOLID COREWD--NOTE 5KMASTER BATHROOM3'-0" X 6'-8"ASOLID COREWD--NOTE 5JULIET BALCONY SLIDER3'-0" X 7'-0" (2)PINS. VINYL----NOTE 4, AT FLOORS 3 - 6MNOT USEDBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORBI-PASS DOORSLIDIND DOORSLIDIND DOORSLIDING DOORSLIDIND DOORSLIDIND DOORSLIDIND DOORSLIDIND DOORSLIDIND DOORCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERCLOSERHMHMHMHMHM----ALUM.ALUM.CLOSERCLOSERCLOSERALUM.ALUM.ALUM.----CLOSERCLOSER5"6"8"1'-8"134"12"14"DOOR FRAME BEYONDREFER TO DOOR SCHEDULEFOR DOOR TYPEPVC THRESHOLD TO ALIGNUNDER DOOR; SEE IFI FORTRANSITION TYPE. IFI#182CARPET AND PAD, REFER TOFINISH SCHEDULETACK STRIPA3" = 1'-0"UNIT ENTRY THRESHOLDB3" = 1'-0"UNIT BATH THRESHOLDDOOR FRAME BEYONDREFER TO DOOR SCHEDULEFOR DOOR TYPEMARBLE THRESHOLD TOALIGN UNDER DOOR IFI #183TILE, REFER TOFINISH SCHEDULE3 4"14"FLOORING, REFER TOFINISH SCHEDULEWALL TYPE PER PLANHOLLOW METAL DOORFRAMEFILL FRAME WITH BATT.INSUL.DOOR SILENCERDOOR AS SCHEDULEDINTERIOR BEARING WALLPER PLANWOOD CASING ASSCHEDULEDWOOD SPLIT JAMBDOOR AS SCHEDULED5/8" TYPE 'X' GWB AT HEADAND JAMBS TO MAINTAINWALL FIRE RATINGWALL TYPE PER PLANSEALANTHOLLOW METAL DOORFRAMEFILL FRAME WITH BATT.INSUL.DOOR SILENCERDOOR AS SCHEDULED10-26-18 FOR BUIILDING PERMIT
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.A6.02RESIDENCEDOORSCHEDULEKAKSCO1/4" = 1'-0"DOOR ELEVATION TYPES1/4" = 1'-0"HOLLOW METAL DOOR FRAME TYPES c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:00:08 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts1SCALE: 1 1/2" = 1'-0"DOOR JAMB DETAIL - LGMF2SCALE: 1 1/2" = 1'-0"DOOR JAMB DETAIL - RATED WALL-SPLIT JAMB3SCALE: 1 1/2" = 1'-0"DOOR JAMB DETAIL - 2x FRAMING
OUTSIDE CORNER
OUTSIDE CORNER
FLOOR ELEVATIONPTAC SLEEVELOCATION(TYPICAL)W1DOUBLE HUNG6'-0" R.O.
2'-0"
A.F.F
5'-1114" UNIT DIMENSION
2'-758" U.D.2'-838" R.O.6'-0" R.O.
2'-0"
A.F.F
5'-1114" UNIT DIMENSION
5'-358" U.D.5'-438" R.O.W2DOUBLE HUNG6'-0" R.O.
2'-0"
A.F.F 5'-1158" U.D.6'-038" R.O.5'-1114" UNIT DIMENSION
EQUALEQUALW3FIXEDW45'-1114"
7'-93 4" UNIT DIMENSION
1'-1012"FIXED7'-1012" R.O.
112"
A.F.F 5'-1158" U.D.6'-038" R.O.W55'-1114"
7'-93 4" UNIT DIMENSION
1'-1012"FIXED7'-1012" R.O.
112"
A.F.F 4'-1158" U.D.5'-038" R.O.EQUALEQUALW65'-1114"
7'-93 4" UNIT DIMENSION
1'-1012"FIXED7'-1012" R.O.
112"
A.F.F 8'-758" U.D.8'-838" R.O.6'-0" R.O.4'-1158" U.D.5'-038" R.O.5'-1114" UNIT DIMENSION
EQUALEQUALW7FIXEDW8FIXED6'-0" R.O.
2'-0"
A.F.F
5'-1114" UNIT DIMENSION
3'-1158" U.D.4'-038" R.O.DASHED LINE DENOTESINTEGRAL NAILING FIN (TYPICAL)W9FIXED4'-0" R.O.VARIES
3'-1114" U.D.3'-1158" U.D.4'-038" R.O.W10FIXED3'-4" R.O.VARIES 3'-314" U.D.3'-1158" U.D.4'-038" R.O.PTAC SLEEVELOCATION(TYPICAL)W115'-9"7'-93 4" UNIT DIMENSION2'-03 4"FIXED WINDOW7'-1012" R.O.112"A.F.F 5'-1158" U.D.6'-038" R.O.EQUALEQUALTT6'-0" R.O.2'-0"A.F.F 5'-1114" UNIT DIMENSION 6'-358" U.D.6'-438" R.O.W12DOUBLE HUNG7'-0" R.O.1'-0"A.F.F 6'-1158" U.D.7'-038" R.O.W13DOUBLE HUNG4'-912"6'-1114" UNIT DIMENSION2'-13 4"EQUALEQUAL1/4" = 1'-0"WINDOW ELEVATIONS8'-0" R.O.
5'-912"
7'-1114" UNIT DIMENSION
2'-13 4"8'-1158" U.D.9'-038" R.O.1'-11"1'-11"4'-8"W14FIXED MIDDLE UNITDOUBLE HUNG SIDE UNITSW15NOT USEDFLOOR ELEVATION6'-0" R.O.
2'-0"
A.F.F
5'-1114" UNIT DIMENSION
7'-1158" U.D.8'-038" R.O.W16DOUBLE HUNGDASHED LINE DENOTESINTEGRAL NAILING FIN (TYPICAL)EQUALEQUALEQUAL8'-0" R.O.
3'-8"
7'-1114" UNIT DIMENSION
1'-95 8"10'-958" U.D.10'-1038" R.O.3'-0"W18FIXED1'-95 8"TTTTTTTTTEQUALEQUALEQUAL3'-0"TTTTEQUALEQUALEQUAL3'-8"
7'-1114" UNIT DIMENSION
1'-95 8"10'-958" U.D.10'-1038" R.O.1'-95 8"W17FIXED8'-0" R.O.W195'-1114"
7'-93 4" UNIT DIMENSION
1'-1012"FIXED7'-1012" R.O.
112"
A.F.F 8'-758" U.D.8'-838" R.O.EQUALEQUALEQUALEQUALEQUALEQUALEQUALEQUALEQUALTTTEQUALTEQUALEQUAL4'-0"7'-1114" UNIT DIMENSION1'-75 8"8'-1158" U.D.9'-038" R.O.1'-75 8"W20FIXED8'-0" R.O.TTEQUALEQUAL4'-2"9'-1114" UNIT DIMENSION1'-75 8"8'-1158" U.D.9'-038" R.O.EQ.W21FIXED10'-0" R.O.TEQ.TEQUALEQUAL5'-4"11'-114" UNIT DIMENSION1'-75 8"8'-1158" U.D.9'-038" R.O.EQ.W22FIXED11'-2" R.O.TEQ.
10'-4" R.O.7'-358" U.D.7'-438" R.O.8"
10'-314" UNIT DIMENSION
6'-10"2'-114"SF1STOREFRONT10'-4" R.O.11'-358" U.D.11'-438" R.O.8"
10'-314" UNIT DIMENSION
6'-10"2'-114"SF2STOREFRONTEQUALEQUALTT10'-4" R.O.6'-758" U.D.8"
10'-314" UNIT DIMENSION
6'-10"2'-114"SF3STOREFRONTOUTSIDE CORNER
EQUALEQUALTTT7'-758" U.D.7'-838" R.O.13'-4" R.O.
1'-0"
13'-314" UNIT DIMENSION
7'-8"3'-1114"EQUALEQUALTTSF4STOREFRONT10'-4" R.O.6'-758" U.D.8"6'-10"2'-114"SF5STOREFRONTINSIDE CORNER
T412"10'-314" UNIT DIMENSION
OUTSIDE CORNER
INSIDE CORNER 12'-758" U.D.412"8"6'-10"2'-114"10'-314" UNIT DIMENSION
3'-0"3'-0"EQUALEQUALSF6STOREFRONT WITH ENTRY DOORTTTT11'-358" U.D.11'-438" R.O.10'-4" R.O.
9'-612" R.O.912" A.F.F.9'-53 4" UNIT DIMENSION8"7'-0"2'-114"10'-314" UNIT DIMENSION10'-4" R.O.TTEQUALEQUAL3'-0"SF7STOREFRONT WITH ENTRY DOOR9'-612" R.O.912" A.F.F.8"6'-212"2'-114"9'-53 4" UNIT DIMENSION 11'-358" U.D.11'-438" R.O.EQUALEQUALSF8STOREFRONTTT8'-1012" R.O.1'-512"
A.F.F.11'-358" U.D.11'-438" R.O.8"5'-612"2'-114"
8'-93 4" UNIT DIMENSION
EQUALEQUALSF9STOREFRONT6'-0" R.O.
2'-6"
A.F.F.
10"4'-714"
5'-1114" UNIT DIMENSION
9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUALSF10STOREFRONT5'-0" R.O.
3'-6"
A.F.F.
4'-1114" U.D.9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUALSF11STOREFRONT9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUALTTTT9'-8" R.O.
9'-714" UNIT DIMENSION
2'-6"6'-714"
7'-0"SF12STOREFRONT WITH ENTRY DOOR9'-8" R.O.9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUALSF13STOREFRONT9'-714" UNIT DIMENSION
2'-6"6'-714"
8'-6" R.O.9'-1158" U.D.10'-038" R.O.8'-514" UNIT DIMENSION1'-4"6'-714"8'-6" R.O.9'-1158" U.D.10'-038" R.O.8'-514" UNIT DIMENSION1'-4"6'-714"TTTT7'-0"TTTTTTSF14STOREFRONT WITH ENTRY DOORSF15STOREFRONT9'-0" R.O.9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUALSF16STOREFRONT8'-1114" UNIT DIMENSION1'-10"6'-714"TTT7'-0" R.O.9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUALSF17STOREFRONT6'-1114" UNIT DIMENSION
1'-10"4'-714"TTT16'-0" R.O.
5'-10"
15'-1114" UNIT DIMENSION
1'-10"10'-958" U.D.10'-1038" R.O.3'-0"SF191'-10"TTTTEQUALEQUALEQUAL3'-0"TTTTEQUALEQUALEQUAL5'-10"
15'-1114" UNIT DIMENSION
1'-10"10'-958" U.D.10'-1038" R.O.1'-10"SF1816'-0" R.O.
3'-714"
3'-714"1'-10"
1'-10"
8'-0"STOREFRONTSTOREFRONT WITH ENTRY DOORTTTTTTTTT13'-4" R.O.
1'-0"
13'-314" UNIT DIMENSION
7'-8"3'-1114"24'-6" U.D.13'-4"6"10'-2"EQUAL-AEQUAL-BEQUAL-A6"EQUAL-BEQUAL-BSF20STOREFRONT13'-4" R.O.
1'-0"13'-314" UNIT DIMENSION7'-8"3'-1114"12'-6" U.D.EQUAL6'-0"EQUAL6"12'-0"SF21SLIDING HOTEL ENTRY DOORS7'-23 8" R.O.4'-8" U.D.8'-1" U.D.3'-2"4'-11"3'-0"SF22STOREFRONT WITH ENTRY DOOR7'-0"TW19XFIXEDWITH OPAQUEGLAZINGW6XFIXEDWITH OPAQUEGLAZINGW4XFIXEDWITH OPAQUEGLAZINGSF23STOREFRONTTTTT6'-1114" UNIT DIMENSION1'-10"4'-714"9'-1158" U.D.10'-038" R.O.EQUAL6'-0"EQUAL7'-0" R.O.
10-26-18 FOR BUIILDING PERMIT
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.A6.03STOREFRONT& WINDOWELEVATIONSKAKJJD1/4" = 1'-0"WINDOW AND WINDOW WALL ELEVATION TYPES c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:00:42 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
3'-1158" U.D.4'-038" R.O.3'-4" R.O.
3'-314" U.D.3'-1158" U.D.4'-038" R.O.3'-358" U.D.3'-438" R.O.LV1LV2LV34'-0" R.O.
6'-0" R.O.
3'-1114" U.D.
5'-1114" U.D.SF25STOREFRONTSF24STOREFRONTTTTT3'-0"EQUALEQUALEQUAL3'-714"1'-10"10'-958" U.D.10'-1038" R.O.1'-10"
7'-1114" UNIT DIMENSION
8'-0" R.O.1/4" = 1'-0"WINDOW WALL AND LOUVER ELEVATIONSTTTEQUALEQUALEQUALT3'-0"10'-958" U.D.10'-1038" R.O.8'-0" R.O.
3'-714"1'-10"1'-10"
7'-1114" UNIT DIMENSION
10-26-18 FOR BUIILDING PERMIT
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.A6.04STOREFRONT& WINDOWELEVATIONSKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:01:44 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
1RA8.01COMP./VAN PARKING1HA8.011HA8.011RA8.01TENANT 2RETAILRETAILLOBBYTENANT 3RETAILTENANT 1RESIDENTIALELEVATORMACHINEROOMMECHANICALGMRROOMSTORAGEGSRMAINELECTRICTENANTRESTAURANTMACH.ELEV.VESTIBULEPOOLENG./FRONTDESKPOOLSTOR.STOR.RAMPMAINT.ELECMANAGERSALESWORK AREASTOR.VEST.DRIVE-INVALETACCESSIBLEVALET1PS1PM1EL21LSOFFICEHOTELABXPOOLPOOLMECH.STAIR-1WOMENMENTREATSSHOPMAIN LOBBYLOBBYELEV.CARTSL.S.VEST.RESI.MAILGARAGE1GLLEVEL 11EL11ML1RVS1RLB1EM21RT31RT21RT11RST1VL1VO1ELB1EM11CT1ML1FD1TS1WN1MN1SR11CP1WA1SL1MG1PL1PV1EG1ST11SR21HVSGWB7'-6"OPENABOVEGWB8'-2"GWB7'-6"GWB7'-6"REFER TO ENLARGED HOTEL REFLECTED CEILING PLAN ON SHEET HA8.01 FOR HOTEL CEILING INFORMATIONGWB9'-0"ALL SOFFITS SHOWN ARE 3HR GWB WRAPS AT BEAMS.BOTTOM OF GWB TO BE 7'-0"MIN AFF, TYPICALREFER TO ENLARGED HOTEL REFLECTED CEILING PLAN ON SHEET RA8.01 FOR RETAIL/RESIDENTIAL CEILING INFORMATIONALL BEAMS ABOVE CEILINGTO HAVE SPRAY APPLIED3-HR FIRE RESISTANCEPROTECTION.S.A.C.T7'-4"060706070607070648" LINEAR LEDLIGHT FIXTURES48" LINEAR LEDLIGHT FIXTURESNOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.GWBSTRUCTURECEILING TYPE ABBREVIATIONSG.W.B. = GYPSUM WALL BOARDG.W.B.S. = GYPSUM WALL BOARD SOFFIT WITH PAINTED FINISHS.A.C.T. = REVEALED EDGE SUSPENDED ACOUSTICAL CEILING TILES.A.C.T.C. = SUSPENDED ACOUSTICAL CEILING TILE CLEANROOM RATED2'x2' REVEALED EDGE SMOOTH FACE SUSPENDEDACOUSTICAL CEILING TILE AND WHITE PAINTED METALGRID UNLESS NOTED OTHERWISE (S.A.C.T.)GYPSUM WALL BOARD FINISHEXHAUST FAN DIFFUSERRETURN AIR DIFFUSERSUPPLY AIR DIFFUSERRECESSED DOWNLIGHTFLUORESCENT STRIP LIGHT2'x2' or 2'x4' RECESSED FLUORESCENT LIGHT WITH PARABOLIC LENS2'x4' RECESSED FLUORESCENT LIGHT WITH PRISMATIC LENSREFLECTED CEILING PLAN LEGENDDESCRIPTIONSYMBOLLINEAR DIFFUSERDECORATIVE SUSPENDED LIGHTA8.01LEVEL 1REFLECTEDCEILING PLANKKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:07:02 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.11/16" = 1'-0"LEVEL 1 REFLECTED CEILING PLANNPLAN
K.7Q.5P.31518212427WO.7Q.1R.6M.1N.3N.4Q.7T.949454340383533Z.4Z.6K.7Q.5P.31518212427WO.7Q.1R.6M.1N.3N.4Q.7T.949454340383533Z.4Z.6K.7Q.5P.31518212427WO.7Q.1R.6M.1N.3N.4Q.7T.949454340383533Z.4Z.6STORAGE2SRLEVEL 2GARAGE2GLTRASH2TRWATER2WRSTAIR-1STAIR-22ST23ST1EXPOSED FLOOR DECKABOVE, 8'-4 3/4" AFF,TYPICALALL BEAMS SHOWNDASHED TO HAVE SPRAYAPPLIED 3-HR FIREREISTANCE PROTECTION.ENSURE 7'-0" MIN CLEARHEIGHT TO UNDERSIDE OFFIRE PROTECTION ISMAINTAINED, TYPICALNOTE: ALL GYPSUM WALLBOARD IN THEGARAGE TO BE MOLD AND MILDEW RESISTANT.A8.02LEVEL 2REFLECTEDCEILING PLANKKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:08:32 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.21/16" = 1'-0"LEVEL 2 REFLECTED CEILING PLANNPLAN
32.032.03
2
.
0
32.02
6
.
0
32.032.03HA8.033RA8.033HA8.033RA8.03RESIDENCELOBBYBELOWRESIDENCELOBBYBELOWK.7Q.5P.31518212427WO.7Q.1R.6M.1N.3N.4Q.7T.949454340383533Z.4Z.6K.7Q.5P.31518212427WO.7Q.1R.6M.1N.3N.4Q.7T.949454340383533Z.4Z.6SHADED INDICATESINTERIOR DESIGNED SPACE32.0ELECTRICROOM BELOWQUEENH-323DOUBLEQUEENH-321DOUBLEQUEENH-319DOUBLEKINGH-317QUEENH-315DOUBLEKINGH-311KINGH-309ACC-KINGH-307QUEENH-305DOUBLEKINGH-303KINGH-301BREAKSTAIR-1CORRIDOR-13CR1CORRIDOR-2
3CR2
CORRIDOR-3
3CR3
CORRIDOR-43CR4R-381C5R-383C4R-385B2R-387C6R-397A1R-395C3R-393C3R-391A2STAIR-2STAIR-3LOBBY3ELBELEV.ICEEMPLOYEEELEV. LOBBY3RELRESIDENTIAL3EB3ST23ST13ST3RESIDENCERTRLAUNDRY3LDLINEN3LNDRYER3DRSTORAGE3SR2STOR3SR1ELEC3ELCRR3EREMPOFFICE3HOHOUSEKEEPINGBOH3BOHMEN3MNWOMEN3WNBREAKFAST AREA3BRPANTRY3PTCOFFEEPREP3FPFOODSTOR3FSRFOODCENTER3FCFITNESSMECHANICAL3METRASH3TR2
6
.
0
32.032.0FITNESSRESIDENTIAL3RFCSTORAGERESIDENTIAL3RSRREFER TO ENLARGED HOTEL REFLECTED CEILING PLAN ON SHEET HA8.03 FOR HOTEL CEILING INFORMATIONREFER TO ENLARGED HOTEL REFLECTED CEILING PLAN ON SHEET RA8.03 FOR RESIDENTIAL CEILING INFORMATIONTRASH ROOM GWB8'-6"NOTE:ALL BEAMS ABOVE THIS GWB CEILING ARE TORECEIVE 1-HOUR SPRAY FIREPROOFINGGWB8'-6"NOTE:ALL BEAMS ABOVE THIS GWB CEILING ARETO RECEIVE 1-HOUR SPRAY FIREPROOFINGGWB8'-6"GARAGE3GLLEVEL 3GARAGE3GLLEVEL 3S.A.C.T8'-6"1 HOUR NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.A8.03LEVEL 3REFLECTEDCEILING PLANKKDLS c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:10:59 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.31/16" = 1'-0"LEVEL 3 REFLECTED CEILING PLANNPLAN
N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"3'-0"214'-8"C.66'-10"N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"3'-0"214'-8"C.66'-10"7'-8"6'-0"C1C110'-0"24'-2"12'-8"6'-4"7'-4"6'-10"
1'-8"12'-8"7'-0"11'-4"1'-4"11'-4"11'-4"19'-10"16'-4"1'-8"11'-4"1'-4"11'-4"1'-4"115'-10"6'-8"1'-4"4'-0"7'-4"3'-0"3'-6"7'-8"3'-4"7'-8"6'-0"7'-8"4'-0"7'-8"6'-0"7'-8"4'-0"7'-8"6'-0"7'-8"4'-0"7'-8"3'-4"7'-8"3'-4"4'-0"7'-8"10'-8"3'-4"21'-4"
2'-0"
18'-0"
60'-8"219'-0"67'-0"36'-2"12'-8"1'-4"11'-4"1'-4"11'-4"1'-4"12'-8"52'-4"216'-6" TO END OF FACADE
1'-2"1PLPOOL1PMPOOLMECH.1PM1PVPOOLVEST.1PV1PL1SF4SF4SF4SF4SF4SF4SF4SF1SF2SF2SF2SF3SF7SF8SF9SF9W22SF4SF6SF4SF51MLMAIN LOBBY1FDDESKFRONT1TSSHOPTREATS1WNWOMEN1MNMEN1MN1WN1EGENG./MAINT.1PSPOOLSTOR.1PS1ST1STAIR-11LS1EL2ELECTRIC1SR2STORAGE1ST1LIFESAFETY1LS1EL21SR21HA2.011EM1MACH.ELEV.1ELBLOBBYELEV.1HVSVEST.RAMP-1UPUPUP1VLDRIVE-IN1VOOFFICEVALETRAMP-2UP1CTCARTS1SR1STORAGE1CP/ABXCOMPUTER1WAAREAWORK1SLSALES1MGMANAGER1SR11CP1SL1MGEVS1VS1GL11GLGARAGE LEVEL 1 (14)UP1CR1CORRIDOR-11CR2CORRIDOR-21ST2STAIR-21ST2EVO1VOECR2UPHOTELVALET1RSTTENANTRESTAURANT6'-4"ERST1ERST21EM1EST1EGL1GL21PL2UP20'-1"
2'-0"
3'-4"8'-4"4'-0"
157'-3" TO END OF FACADE
5'-3"6"13'-9"18'-11"12'-0"
8"8"
8'-0"
1'-1"
17'-3"
6'-1"1A5.0227'-4"20'-6"7'-2"9'-0"8"5'-4"12'-0"8'-4"7'-6"
6'-0"17'-3"
1'-4"
1'-1"
4'-0"
1'-4"1'-4"SF1SF110'-2"8"1'-6"4'-4"8"28'-10"3'-4"1'-8"4'-2"2" OUT TOFACE IF PIER6'-6"10'-8"8'-0"2" OUT TOFACE IF PIERC1C1C2C1C1C1C1C1C1C1C1C1C1C1C1C1C2C1C1C1C1C1C1C1C1C1C2C2C1C2C2C1C1C1C1C2C1C1C1C1C1C1C1C115A4.1516A4.1618A4.1819A4.1920A4.2017A4.1710A4.1011A4.1112A4.1213A4.1365A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.068A4.089A4.0976A4.7678A4.7879A4.7980A4.8081A4.8114A4.146162A4.62 63A4.6364A4.64SF4SF410"4"1'-10"1EM11EGSHADED AREA DENOTES INTERIOR DESIGNED SPACESF21SF20LV1SF225'-9"W22SF44A5A1A1A4A4A4A9B9C5B5A4A7B1A7A7A1A1B1B1E5A1313131AF.E.F.E.C.F.E.C.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.C.NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.HA1.01HOTEL LEVEL 1FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:16:44 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.
.13/32" = 1'-0"HOTEL LEVEL 1 FLOOR PLANNPLANELEV. 14.0', 15.25' & 16.25'SEE 1/RA1.01SEE 1/RA1.01SEE 1/A0.01SEE 1/A0.01
N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"3'-0"214'-8"C.66'-10"N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"3'-0"214'-8"C.66'-10"15A4.1516A4.1618A4.1819A4.1920A4.2017A4.1710A4.1011A4.1112A4.1213A4.1365A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.068A4.089A4.0976A4.7678A4.7879A4.7980A4.8081A4.8114A4.146162A4.62 63A4.6364A4.642ST12ST2STAIR 2STAIR 12TRTRASH2A5.024A5.012GLLEVEL 2 (23)GARAGE2ST12TR2ST22'-9"4'-1"10'-7"6'-0"13'-3"8"8'-4"8"DNUPUPDN88'-8"8'-2"7'-6"CLEAR26'-6"5'-4"13'-2"6'-8"12'-8"4'-9"1'-212"5'-812"20'-8"6'-2"
17'-8" CLEAR7'-10"
12'-0"8"8"8"8"8"8"8"8"27'-4"9'-4"18'-11"7'-4"8"42'-8"7'-2"19'-10"8"C1C1C1C1C1C14'-0"
157'-3" TO END
10"
6'-4"5'-0"
60'-8"
4'-0"6'-4"
1'-4"
6'-8"4'-0"C1C2C1C1C1C1C1C1C1C1C1C1C1C1C1C2C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C2C2C1C2C2C1C1C2C1C1C1C2C1C1C1C1C1C2C1C1C2C1C1C1C1C1C1C2C1C1C1C1C1C1C2C1C2C1C1C1C1C1C1C1W10W10LV113139A9C9C115A9A5A1A1E5A9C9A9B5A5A5A13139C9B5A9C9B5A5A5A5A13F.E.F.E.F.E.NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.8CHA1.02HOTEL LEVEL 2FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:17:58 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.23/32" = 1'-0"HOTEL LEVEL 2 FLOOR PLANNPLANELEV. 32.0'SEE 2/RA1.02SEE 2/RA1.02
N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"3'-0"214'-8"C.66'-10"N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"3'-0"214'-8"C.66'-10"12'-8"5'-4"12'-8"H-321DOUBLE QUEENH-319DOUBLE QUEENH-317KINGH-315DOUBLE QUEENH-311KINGH-309KINGH-307ACC-KINGH-305QUEENH-303KINGH-301KING3SR2STORAGE3ST13ST2STAIR 23ELCELECTRIC3FCCENTER3FSRFOOD STOR3FPPREP3BRBREAKFAST AREA3LDLAUNDRY3HOOFFICE3PTPANTRY3EBBREAKROOMH-323DOUBLE QUEENH-319DOUBLE QUEENH-317KING3BOHBOHSTAIR 13CR2CORRIDOR-23ST13ST2B20A9C1D4D4B4B4B4DW19W19W19W19XW19XW19W19191920B1913254B4BX4DW111DW8W8181818193CR1CORRIDOR-13FC3LD13WN3MN1D20B3TRTRASH3MEMECHANICALFITNESS3LNLINENHOUSEKEEPING3SR1STOR3DRDRYERICE3ELBLOBBYELEV3GLLEVEL 3 (32)GARAGE4'-10"7'-5"7'-5"10'-0"8'-7"8'-8"38'-1"8'-8"8'-8"12'-8"8'-1"8'-7"25'-10"24'-10"8'-9"8'-8"7'-5"8'-2"3'-0"8'-8"3'-0"8'-2"3'-0"3'-0"4'-6"5'-8"6'-0"4'-0"24'-10"41'-6"36'-4"103'-6"12'-4"3'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"6'-4"6'-4"
5'-8"6'-0"5'-4"4'-0"19'-8"218'-6"217'-11" TO END OF FACADE
12'-8"
1'-0"3A5.027'-11"1'-11"6'-3"4A5.071'-0"21'-8"12'-8"12'-8"12'-8"12'-8"4'-10"29'-7"6'-0"6'-8"7'-3"3'-10"4'-7"27'-8"6'-0"9'-3"9'-4"
8'-9"
12'-8"9'-1"
13'-0"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"4'-8"3'-2"2'-4"6'-0"6'-0"4'-0"4'-0"6'-4"4'-0"5'-0"4'-0"6'-4"
1'-4"
6'-8"4'-0"5'-0"3HA2.035'-0"EMPLOYEE3'-1"1'-4"10'-7"5'-10"3'-11"6'-3"
8'-9"6'-3"9'-7"12'-8"13'-0"8"9'-1"4'-9"8'-8"
1'-6"
7'-0"10'-6"3WNWOMEN3MNMEN15A4.1516A4.1618A4.1819A4.1920A4.2017A4.1710A4.1011A4.1112A4.1213A4.1365A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.068A4.089A4.0976A4.7678A4.7879A4.7980A4.8081A4.8114A4.1461A4.6162A4.62 63A4.6364A4.643MEW63TR3FP3PT13BOH3HO3WA3ERRR.R.EMP.3ERR3ELC3LD23SR13SR23EB3BR3CR28'-8"3CR33ST2AW213DRC4C4C4C4C4C5C54'-4"10'-7"215'-11" TO END OF FACADE
60'-8"157'-3" TO END OF FACADE DOUBLEW4W4W4W4W4W4XW4W4W4W6W4W6X2BW19W11W111C8'-8"256'-0"C4C4C41DC4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C5C4C4C4C4C4C4C4C4C4C4C4C4C4C4C518181818181920B2420B192424242420B20B20B9A20B17A4"
10"10"4"FOODSHADED AREA DENOTES INTERIOR DESIGNED SPACE3PT2W9W9LV2W212B9A9A20B20B9B17A22A17A17A20BF.E.F.E.C.F.E.F.E.C.F.E.C.F.E.C.F.E.F.E.F.E.F.E.F.E.F.E.F.E.C.NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.HA1.03HOTEL LEVEL 3FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:19:06 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.
.33/32" = 1'-0"HOTEL LEVEL 3 FLOOR PLANNPLANELEV. 32.0'SEE 3/RA1.03SEE 3/RA1.03SEE 3/A0.03SEE 3/A0.03
N1ABEFGHIJMA.5B.7D.3KOPQRSTUV234689101112131416147K.6J.6LU.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"214'-8"C.66'-10"11'-4"5'-8"8'-8"2'-4"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"12'-8"12'-8"8'-8"9'-6"2'-9"18'-7"6'-1"7'-5"7'-5"10'-0"8'-7"8'-8"8'-8"12'-8"8'-1"8'-7"25'-10"24'-10"8'-9"8'-8"7'-5"8'-2"3'-0"8'-8"3'-0"8'-2"3'-0"3'-0"4'-6"5'-8"12'-8"12'-8"5'-4"6'-2"6'-6"24'-10"41'-6"36'-4"38'-1"102'-8"12'-8"3'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"H-443KINGH-435DOUBLE QUEENH-445KINGH-441KINGH-439KINGH-437KINGH-444DOUBLE QUEENH-442KINGH-433DOUBLE QUEENH-431DOUBLE QUEENH-429DOUBLE QUEENH-427DOUBLE QUEENH-425DOUBLE QUEENH-423DOUBLE QUEENH-421DOUBLE QUEENH-419DOUBLE QUEENH-417KINGH-415DOUBLE QUEENH-411KINGH-409KINGH-407ACC-KINGH-405QUEENH-440KINGH-436DOUBLE QUEENH-434KINGH-432KINGH-430KINGH-424KINGH-422KINGH-403KINGH-401KINGH-404DOUBLE QUEENH-402KING4UTUTILITY4SRSTORAGE4ELELEC.4ST1STAIR 14ST2STAIR 24CR1CORRIDOR-14CR2CORRIDOR-24ST14UTW3W3W3W3W3W3W7W34EL4ST2H-438QUEEN4ELBLOBBYELEVICEW20W46'-4"
8'-2"12'-0"10'-4"8'-0"22'-10"218'-0"61'-4"156'-9"12'-8"4A5.024A5.017'-11"4A5.074'-9"5'-8"7'-0"1'-0"27'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"13'-0"27'-8"6'-0"27'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"16'-3"9'-5"27'-4"29'-7"6'-0"4'-8"4'-5"8'-3"6'-8"5'-6"10'-11"4'-3"27'-8"6'-0"9'-3"9'-4"15'-0"12'-8"9'-1"
13'-0"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"4'-8"4A5.044'-8"4CR24CR3ACCPOOLACCUGENERATOR 15A4.1516A4.1618A4.1819A4.1920A4.2017A4.1710A4.1011A4.1112A4.1213A4.1365A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.068A4.089A4.0976A4.7678A4.7879A4.7980A4.8081A4.8114A4.146162A4.62 63A4.6364A4.648'-8"1'-11"215'-11" TO END OF FACADE 4"
4"4"4"W206'-3"4'-4"10'-7"W4W4W4W41'-0"W44B4B4BW4XW8W8W11W11W6W4W4W4W3W6W6W6W6W6W6W6W6W4W6W64B2B2B4D4B4B4D4B4D2B1D2B1D9'-8"147'-1"W3W3W3DOUBLEW34B2BE4R4'-4"L16"
4"DOUBLEW1191918181818191818181818181820B20B181825251818181818181818181820B2518181818181818252520B1920B191819199A20B20B189A20B20B22B9A9A9A9B3'-0"3'-11"1'-4"7'-9"2'-10"F.E.F.E.C.F.E.F.E.C.F.E.C.F.E.C.HA1.04HOTEL LEVEL 4FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:20:50 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.43/32" = 1'-0"HOTEL LEVEL 4 FLOOR PLANNPLANELEV. 44.0'SEE 4/RA1.04SEE 4/RA1.04
10'-4"12'-0"8'-0"12'-8"18'-7"147'-1"2'-4"6'-2"11'-4"8'-8"6'-6"12'-8"5'-4"8'-8"4'-0"3'-0"8'-8"N1ABEFGHIJMA.5B.7D.3KOPQRSTUV234689101112131416147K.6J.6LU.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"214'-8"C.66'-10"15A4.1516A4.1618A4.1819A4.1920A4.2017A4.1710A4.1011A4.1112A4.1213A4.1365A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.068A4.089A4.0976A4.7678A4.7879A4.7980A4.8081A4.8114A4.146162A4.62 63A4.6364A4.64H-543KINGH-535DOUBLE QUEENH-545KINGH-541KINGH-539KINGH-537KINGH-544DOUBLE QUEENH-542KINGH-533DOUBLE QUEENH-531DOUBLE QUEENH-529DOUBLE QUEENH-527DOUBLE QUEENH-525DOUBLE QUEENH-523DOUBLE QUEENH-521DOUBLE QUEENH-519DOUBLE QUEENH-517KINGH-515DOUBLE QUEENH-511KINGH-509KINGH-507ACC-KINGH-505QUEENH-540KINGQUEENH-536DOUBLE QUEENH-534KINGH-532KINGH-530KINGH-524KINGH-522KINGH-503KINGH-501KINGH-504DOUBLE QUEENH-502KING5UTUTILITY5SRSTORAGE5ELELEC.5ST1STAIR 15ST2STAIR 2H-5385ELBLOBBYELEVICE5A5.025A5.015A5.075A5.045CR1CORRIDOR-15CR2CORRIDOR-2
ACC12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"12'-8"12'-8"18'-8"9'-6"2'-9"6'-1"7'-5"7'-5"10'-0"8'-7"8'-8"8'-8"12'-8"8'-1"8'-7"25'-10"24'-10"8'-9"8'-8"7'-5"8'-2"3'-0"8'-2"3'-0"3'-0"4'-6"5'-8"12'-8"24'-10"41'-6"36'-4"38'-1"102'-8"12'-8"3'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"5ST15UTW4W4W4W4W3W4W5W45EL5ST2W20W46'-4"
8'-2"22'-10"218'-0"61'-4"156'-9"12'-8"7'-11"4'-9"5'-8"7'-0"1'-0"27'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"13'-0"27'-8"6'-0"27'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"16'-3"9'-5"27'-4"29'-7"6'-0"4'-8"4'-5"8'-3"6'-8"5'-6"10'-11"4'-3"27'-8"6'-0"9'-3"9'-4"15'-0"12'-8"9'-1"
13'-0"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"4'-8"
4'-8"5CR25CR38'-8"1'-5"215'-11" TO END OF FACADE 4"
4"4"4"W206'-3"4'-4"10'-7"W4W4W4W41'-0"W4X4C4B4BW4XW8W8W11W11W6W4W4W4W4W6W6W6W6W6W6W6W6W4W6W64B2B2B4D4C4B4D4B4D2B1D2B1D9'-8"W4W4W4W44B2B6"
4"DOUBLE6"6"4B4C4B4C6"6"1'-0"DOUBLEW1191918181818191818181818181820B20B181825251818181818181818181820B2518181818181818252520B1920B191819199A20B20B189A20B20B22B9A9A9A9B3'-0"3'-11"1'-4"7'-9"2'-10"F.E.F.E.C.F.E.F.E.C.F.E.C.F.E.C.HA1.05HOTEL LEVEL 5FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:22:46 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.
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.
.53/32" = 1'-0"HOTEL LEVEL 5 FLOOR PLANNPLANELEV. 54.0'SEE 5/RA1.05SEE 5/RA1.05
N1ABEFGHIJMA.5B.7D.3KOPQRSTUV234689101112131416147K.6J.6LU.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"214'-8"C.66'-10"12'-8"18'-7"147'-1"8'-9"8'-8"12'-8"12'-8"12'-8"12'-8"12'-10"6'-6"12'-8"12'-8"3'-0"8'-8"12'-8"9'-6"6'-1"18'-8"H-643KINGH-635DOUBLE QUEENH-645KINGH-641KINGH-639KINGH-637KINGH-644DOUBLE QUEENH-642KINGH-633DOUBLE QUEENH-631DOUBLE QUEENH-629DOUBLE QUEENH-627DOUBLE QUEENH-625DOUBLE QUEENH-623DOUBLE QUEENH-621DOUBLE QUEENH-619DOUBLE QUEENH-617KINGH-615DOUBLE QUEENH-611KINGH-609KINGH-607KINGH-605QUEENH-640KINGQUEENH-636DOUBLE QUEENH-634KINGH-632KINGH-630KINGH-624KINGH-622KINGH-603KINGH-601KINGH-604DOUBLE QUEENH-602KING6UTUTILITY6SRSTORAGE6ELELEC.6ST1STAIR 16ST2STAIR 26A5.026A5.0115A4.1516A4.1618A4.1819A4.1920A4.2017A4.1710A4.1011A4.1112A4.1213A4.1365A4.6566A4.6667A4.6768A4.6869A4.6970A4.7071A4.7172A4.7273A4.7374A4.7475A4.751A4.012A4.023A4.034A4.045A4.056A4.068A4.089A4.0976A4.7678A4.7879A4.7980A4.8081A4.8114A4.146162A4.62 63A4.6364A4.64H-6386CR1CORRIDOR-16CR2CORRIDOR-2
6A5.076ELBLOBBYELEVICEACC6A5.0411'-4"12'-8"9'-8"12'-8"12'-8"12'-8"12'-8"2'-9"
7'-5"7'-5"10'-0"8'-7"8'-8"8'-8"12'-8"8'-1"8'-7"25'-10"24'-10"7'-5"8'-2"3'-0"8'-2"3'-0"3'-0"4'-6"5'-8"24'-10"41'-6"151'-8"38'-1"12'-8"12'-8"12'-8"12'-8"12'-8"6ST16UTW4W4W4W4W3W4W5W46EL6ST2W20W46'-4"
8'-2"12'-0"10'-4"8'-0"22'-10"218'-0"61'-4"156'-9"12'-8"7'-11"4'-9"5'-8"7'-0"1'-0"27'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"13'-0"27'-8"6'-0"27'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"16'-3"9'-5"27'-4"29'-7"6'-0"4'-8"4'-5"8'-3"6'-8"5'-6"10'-11"4'-3"27'-8"6'-0"9'-3"9'-4"15'-0"12'-8"9'-1"
13'-0"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"4'-8"
4'-8"6CR26CR38'-8"1'-5"215'-11" TO END OF FACADE 4"
4"4"4"W206'-3"4'-4"10'-7"W4W4W4W41'-0"W419191818181819181818181818181920B20B1818254C4B4BW8W8W11W11W4W4W4W4W4W4W4W4W4W4W4W4W4W4W4W4254B2B4D4C4B4D4B4D2B2B2B1818181818181818181820B2518181818181818259'-8"W4W4W4W44B2B2520B1920B191819199A20B20B189A4"6"6"4B4C4B4C6"6"20B1'-0"DOUBLE6STRW4XW1DOUBLE20BAFDA22B9A3'-0"3'-11"1'-4"7'-9"2'-10"9A9A9BF.E.F.E.C.F.E.F.E.C.F.E.C.F.E.C.HA1.06HOTEL LEVEL 6FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 12:27:26 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.63/32" = 1'-0"HOTEL LEVEL 6 FLOOR PLANNPLANELEV. 64.0'SEE 6/RA1.06SEE 6/RA1.06
1PLPOOL1PMPOOLMECH.1PM1PVPOOLVEST.1PV1PL1SF4SF4SF4SF4SF4SF4SF4SF4SF41MLMAIN LOBBY1FDDESKFRONT1TSSHOPTREATS1WNWOMEN1MNMEN1MN1WN1EGENG./MAINT.1PSPOOLSTOR.1PS1ST1STAIR-11LS1EL2ELECTRIC1SR2STORAGE1ST1LIFESAFETY1LS1EL21SR21EM1MACH.ELEV.1ELBLOBBYELEV.1HVSVEST.RAMP-1RAMP-21CTCARTS1SR1STORAGE1CP/ABXCOMPUTER1WAAREAWORK1SLSALES1MGMANAGER1SR11CP1SL1MGEVS1VS1GL11CR1CORRIDOR-1HOTEL1EM1EST11PL2SF4SF41EM11EGSF21SF20SF4NOTES:1. SHADED DASHED LINE DENOTES INTERIOR WALL TYPES THAT FORM THE POOL AREA ENCLOSURE.2. ALL FRAMING MEMBERS ON THE POOL AREA SIDE WALLS AND CEILING SHALL RECEIVE DOUBLEDSIDED BITUTHENE TAPE PRIOR TO PLACEMENT OF 10 MIL POLY VAPOR BARRIER.3. ALL SEAMS AND PENETRATIONS OF 10 MIL POLY VAPOR BARRIER SHALL BE LAPPED, TAPED, ANDSEALED PRIOR TO INSTALLATION OF MOISTURE RESISTANT GYPSUM WALLBOARD.A7.00XA7.00XXA6.00XA6.00X6"1'-2"7'-8"11'-2"7'-8"12'-8"5'-6"14'-0"1'-2"8"4'-2"15'-4"1'-0"1'-0"UPUPUPA6.00X12'-9"7'-0"1'-0"10"2"1'-10"7'-10"1'-0"16'-0"1'-0"5'-10"4"34'-6"13'-0"4'-3"8'-5"51'-0"6"6'-8"2'-6"3'-10"4'-3"8'-5"2'-9"3'-4"9"8'-3"10'-9"3'-8"8'-8"9'-0"8'-7"5'-9"5'-8"9'-8"6"6"10'-8"17'-0"6'-0"6'-8"A6.00XA6.00X4'-11"4'-11"6'-2"27'-1"8'-6"6'-11"8'-6"30'-4"8"6'-8"6'-2"6"
3'-7"
3'-5"10'-1"3'-6"
4'-6"8'-9"8'-3"6'-0"
7'-4"27'-6"
2"
6"5'-6"
2'-7"
6'-4"14'-4"
20'-8"
8"1A7.001A5.011A5.04SHADED AREA DENOTES INTERIOR DESIGNED SPACE10"8"17'-8" CLEAR7'-10"4'-6"7'-6"CLEAR8"8"9C13129A9C4A5A5B5B9B6A3'-8"6B131313138C138B8A5A5A1E1A1B1BC2C2C2C2C1C1C1C1C1C1C1C1C2C2C1C1C1C1C1C16C7C6A7A7A7A7A6A7A7A14B7A7C7A7A7A7A7A7A6C5A7AC1C1C1C1C1C11A1AC1C1C1C1C1C1C1C1C1C1C17A7A7A7A1B1E8"F.E.C.F.E.C.F.E.F.E.F.E.F.E.F.E.F.E.NOTE: ALL GYPSUMWALLBOARD IN THEGARAGE TO BE MOLDAND MILDEW RESISTANT.HA2.01ENLARGEDHOTEL LEVEL 1FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:20:56 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.13/16" = 1'-0"ENLARGED HOTEL LEVEL 1 FLOOR PLANNPLANELEV. 14.0', 15.25' & 16.25'
3ST13FCCENTER3FSRFOOD STOR3FPPREP3BRBREAKFAST AREALAUNDRY3PTPANTRYSTAIR 13ST1W19W19W19W19XW19XW19W19W11W8W83CR1CORRIDOR-13FC3WN3MN3TRTRASH3MEMECHANICALFITNESS3LNLINEN3DRDRYERICE3ELBLOBBYELEV3WNWOMEN3MNMEN3MEW63TR3FP3PT13BRW6XW19W11W11FOOD3PT2A7.00XXXXA7.00XA7.00XA7.00XXXA7.00XXXXA6.00X8'-6"5'-4"60'-11"1'-3"10'-1112"2'-11"11'-512"38'-4"6"8"8'-5"3'-1"4'-0"3'-1"8'-5"6'-0"6"13'-6"13'-6"6'-11"20'-8"5'-9"27'-8"6"8'-1"1"49'-6"1'-3"6'-1112"6'-11"11'-512"12'-8"12'-8"13'-0"6"5'-1"6"17'-8"5'-2"12'-5"
4'-11"6"18'-0"4'-9"6'-0"6'-8"COFFEE3'-3"4'-8"
22'-3"6"5'-10"5'-7"
6'-7"
1"
3'-0"3'-5"8'-2"12'-7"3A5.0110'-0"6'-3"9'-5"6"88'-8"2'-9"4'-3"8'-2"3A5.041A7.00SHADED AREA DENOTES INTERIOR DESIGNED SPACE9CC49CC513136B8"7'-6" CLEAR8"8"17'-8" CLEAR8"5A126A5A9BADD 7/8" METAL FURRING AND(1) LAYER OF 5/8" TYPE XGYPSUM BOARD OVER CMU13C5C4C4C4C4C4C4C4C4139B13C59C9A9A20B139BC4C51C1D1D1D1D1D1D2B1D9B8B6BC47BC48B8B7A7BC49BC49B7B9A6A6BC56B6B6B127BC4C4C4C46A7A7B7A6A7B257A20B6A7A6A7AF.E.C.F.E.C.F.E.F.E.F.E.F.E.C.NOTE: ALL GYPSUMWALLBOARD IN THEGARAGE TO BE MOLDAND MILDEW RESISTANT.HA2.03ENLARGEDHOTEL LEVEL 3FLOOR PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:19:27 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.33/16" = 1'-0"ENLARGED HOTEL LEVEL 3 FLOOR PLANNPLANELEV. 32.0'
TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBWALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSHA2.04657412'-8"4'-1012"5'-11"1'-1012"18'-9"6'-10"2'-1"2'-3"5'-612"GR-1GR-212HA2.04CDXBVERIFY W/ SUBMITTALXHA2.0X3'-0"T10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBSFSFHVBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"4'-4"GR-205GR-502GR-400GR-504GR-100GR-300GR-506GR-307GR-206GR-105GR-106122GR-305GR-2022120GR-600GR-601GR-602GR-612GR-324GR-500GR-301GR-304GR-20323XGR-501GR-312GR-309GR-201GR-503GR-316CPTTILE
CPT TILE 3TA-4.71718TA-25.1TA-25.2TA-2XXXTA-1TA-21G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUAL5G.W.B.8'-6"5GR-205GR-502GR-400GR-504GR-100GR-300GR-506GR-307GR-206GR-105GR-106122GR-305GR-202213'-112"2'-10"9'-10"HA2.04KING TYPICALPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:35:42 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts1/4" = 1'-0"LEVEL 44 ARCHITECTURAL PLAN1/4" = 1'-0"LEVEL 44 FINISH & FURNITURE PLAN1/4" = 1'-0"LEVEL 44 REFLECTED CEILING PLAN
HA2.05657413'-0"5'-212"5'-11"1'-1012"18'-9"6'-10"2'-1"2'-3"5'-612"GR-112HA2.05CDBAVERIFY W/ SUBMITTALXHA2.0XGR-23'-0"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSGR-504GR-502GR-400GR-506GR-307GR-206GR-105GR-1061GR-600GR-601GR-602GR-612GR-501GR-312GR-309GR-201GR-503GR-316CPTTILE
CPT TILE 3TA-4.71718TA-25.1TA-25.2TA-2XXXTA-1TA-21XGR-205GR-100GR-3002022GR-305GR-20221GR-301GR-304GR-20323GR-324GR-500GR-400GR-4005G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUAL55TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBSFSFHVBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"4'-4"HA2.05KING CORNERPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:36:48 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
12'-8"4'-1012"5'-11"1'-1012"12'-9"6'-10"2'-1"2'-3"5'-612"GR-1GR-212HA2.06CDBAVERIFY W/ SUBMITTALXHA2.0XHA2.0665743'-0"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANS1GR-205GR-100GR-400GR-304GR-20323XGR-501GR-312GR-309GR-201GR-503GR-316CPTTILE
CPT TILE 3TA-4.71718TA-25.1TA-25.2TA-2XXXTA-1TA-21GR-600GR-601GR-602GR-612GR-301GR-502GR-504GR-3002022GR-305GR-20221G.W.B.8'-6"5G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUALTOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"
4'-4"T10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVWCVBVBSFSFHVBHA2.06KING SHORTPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:38:16 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
12'-8"4'-1012"5'-11"1'-1012"12'-9"6'-10"2'-1"2'-3"5'-612"GR-1GR-212HA2.07CDBAVERIFY W/ SUBMITTALXHA2.0XHA2.0765743'-0"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSGR-205GR-100GR-400GR-304GR-20323XGR-501GR-312GR-309GR-201GR-503GR-316CPTTILE
CPT TILE 3TA-4.71718TA-25.1TA-25.2TA-2XXXTA-1TA-21GR-600GR-601GR-602GR-612GR-301GR-504GR-3002022GR-305GR-202215G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUALTOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVWCVBVBSFSFHVBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"
4'-4"HA2.07KING WDW WALLPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:43:33 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
6AHA2.08657412'-8"4'-1012"5'-11"1'-1012"14'-0"6'-10"2'-0"2'-3"5'-612"GR-1GR-212HA2.08CDBAVERIFY W/ SUBMITTALXHA2.0X4'-9"7'-0"5'-8"20B20B3'-0"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANS191822GR-305GR-20221GR-304GR-20323XGR-501GR-312GR-309GR-201GR-503GR-316CPTTILE
CPT TILE
3TA-4.71718TA-25.1TA-25.2TA-2XXXTA-1TA-21GR-205GR-502GR-400GR-506GR-206GR-105GR-1061GR-100GR-504GR-30020GR-600GR-601GR-602GR-612GR-324GR-500GR-301G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQ.CL1'-8"CLEQUALEQUAL5G.W.B.8'-6"6'-0"TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBSFSFHVBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"4'-4"TA-25.1TA-4.7REVERSE ELEVATIONSHA2.08KING SHAFTPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:42:45 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
20BHA2.09657412'-8"4'-1012"4'-912"3'-0"16'-10"6'-10"3'-11"2'-3"5'-612"GR-1GR-2HA2.09CDBAVERIFY W/ SUBMITTALXHA2.0X3'-0"20B199A1'-11"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSGR-205GR-502GR-400GR-504GR-100GR-300GR-506GR-307GR-206GR-105GR-106122GR-305GR-2022120GR-600GR-601GR-602GR-612GR-324GR-500GR-301GR-304GR-20323XGR-501GR-312GR-309XGR-201XGR-503GR-316CPTTILE
CPT TILE
3TA-4.71718TA-25.1TA-25.2TA-2XXXTA-1TA-21G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUAL5TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBSFSFHVBREVERSE ELEVATIONSD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17132'-4"1'-11"TA-16'-0"4'-4"TA-25.1TA-4.7HA2.09KING CNR DUCTPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:45:39 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
HA2.10767412'-8"4'-1012"5'-11"1'-1012"18'-9"6'-10"2'-1"2'-3"5'-612"GR-1GR-212HA2.10CBDAVERIFY W/ SUBMITTALXHA2.0X3'-0"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSGR-205GR-502GR-400GR-504GR-100GR-300121GR-306GR-2042220GR-604GR-605GR-606GR-614GR-324GR-500GR-302XGR-501GR-312GR-309GR-201TA-25.2GR-503GR-316CPTTILE
CPT TILE 3TA-4.71718TA-25.1TA-2XXXTA-1TA-2123GR-302G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUAL53'-112"2'-10"9'-10"GR-205GR-502GR-400GR-504GR-100GR-3001GR-302G.W.B.8'-6"5TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBSFSFHVBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"4'-4"HA2.10DOUBLE QUEENPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:47:02 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts1/4" = 1'-0"LEVEL 44 ARCHITECTURAL PLAN1/4" = 1'-0"LEVEL 44 FINISH & FURNITURE PLAN1/4" = 1'-0"LEVEL 44 REFLECTED CEILING PLAN
HA2.1167413'-0"4'-1112"5'-11"2'-112"18'-9"6'-10"2'-1"2'-3"5'-912"GR-1GR-212HA2.11CDBAVERIFY W/ SUBMITTALXHA2.0X3'-0"5WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSGR-500GR-502GR-400GR-205GR-100GR-300121GR-306GR-2042220GR-604GR-605GR-606GR-614GR-302XGR-501GR-312GR-309GR-201GR-503GR-316CPTTILECPTTILE
3XTA-4.71718TA-25.1TA-25.2TA-2XXTA-1TA-21GR-30223GR-324GR-400G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"1'-7"2'-1"EQUALEQUALCL1'-8"CLEQUALEQUAL5TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBVBSFSFHVBD1/2" = 1'-0"BATH ELEVATIONC1/2" = 1'-0"BATH ELEVATIONA1/2" = 1'-0"BATH ELEVATIONB1/2" = 1'-0"BATH ELEVATIONTA-111EQEQ2'-8"1'-0"7'-6"109TA-21814151'-9"1'-8"13TA-25.2103'-4"TA-25.218TA-2147'-0"TA-4.71'-1"2'-6"131'-3"TA-25.14'-9"8109TA-21EQEQ4'-812"17131'-5"1'-11"TA-16'-0"4'-4"TA-25.1TA-4.7HA2.11DOUBLE QUEENCNR PLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:48:04 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
HA2.12657417'-4"9'-3"8'-1"17'-8"8'-9"2'-2"5'-11"GR-1AGR-512HA2.12CDBAVERIFY W/ SUBMITTALXHA2.0X3'-0"
3'-2"
1'-6"
6'-0"712"WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANSLAV 48"x30"BED 36"x48"Ø5'-0"GR-205GR-502GR-400GR-504GR-100GR-300GR-506GR-206GR-105GR-106121GR-304GR-2022220GR-600GR-601GR-602GR-612GR-324GR-500GR-305GR-20323XGR-501GR-310GR-312GR-201GR-505GR-316CPTTILE
CPT TILE 3TA-6TA-17ATA-2XXXTA-1TA-4.6BED 36"x48"DOOR 60"x48"GR-301CLOSET
30"x48"DOOR 42"x54"DOOR 48"x32"WC 56"x60"SHR 60"x30"TA-4.6TA-3.1TA-7XØ5'-0"G.W.B.8'-6"G.W.B.7'-6"367GR-2011'-6"EQUAL2'-6"CLCLEQUALEQUAL52'-0"6'-0"EQUAL1'-6"5'-1"TOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBT10A MAX41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLCASEGOOD MOUNTED POWER HUBSFVBVWCVBVBSFSFHVBD1/2" = 1'-0"ACC-BATH ELEVATION SHOWERC1/2" = 1'-0"ACC-BATH ELEVATION SHOWERA1/2" = 1'-0"ACC-BATH ELEVATION B1/2" = 1'-0"ACC-BATH ELEVATION SHOWER141'-7"TA-1.1CL8TA-4.6TA-4.93'-4"1'-6"4"TA-3.1TA-4.3145'-4"TA-23'-4"TA-25.14'-0"282725TA-3.17'-0"9TA-211'-0"3'-8" MAX.10TA-1.18"TA-4.63'-4" ABOVESHOWER FLOOR 3'-0" ADJ. MOUNTING BAR 2'-0"EQ4'-0"EQTA-4.93'-0"3'-7"3'-0"6"1'-6"3'-6"1'-0"3'-0"3'-0"22EQEQ6'-3"7'-6"103'-4" MAX.92423TA-3.1TA-25.1TA-4.33'-8"143'-4"TA-17ATA-17AHA2.12ACC-KINGPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0"ARCHITECTURAL PLAN21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:49:40 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
HA2.13657416'-3"5'-2"5'-4"GR-1AGR-5HA2.13CDBAVERIFY W/ SUBMITTALXHA2.0X3'-0"
1'-6"5'-9"16'-11"5'-8"2'-1"3'-0"5'-512"3'-312"2'-2"129A11WALL NOTES:1. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.2. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 6A UNLESS NOTED OTHERWISE.3. EXTERIOR WALL AND WINDOW TYPES VARY, SEE HA1.00 SERIES FLOOR PLANS20B18GR-205GR-502GR-400GR-504GR-100GR-30020GR-324GR-500XGR-501GR-316CPTTILE
CPT TILE
3TA-6TA-17ATA-2XXXTA-1TA-4.6DOOR 48"x60"
CLOSET
30"x48"DOOR 42"x54"WC 56"x60"SHR 60"x30"TA-4.6TA-3.1TA-7XØ5'-0"1GR-312GR-309GR-201GR-503TA-2121GR-306BGR-20422GR-605GR-606GR-607GR-615GR-302GR-30223LAV 30"x48"DOOR 48"x32"Ø5'-0
"BED 48"x36"G.W.B.8'-6"G.W.B.7'-6"361'-6"EQUALCLCLEQUALEQUALEQUAL1'-6"52'-0"6'-0"7GR-201EQUALEQUALEQUALCL EQUAL
3'-112"2'-10"13'-5"GR-205GR-502GR-400GR-504GR-100GR-3001GR-302G.W.B.8'-6"516'-3"5'-2"5'-4"GR-1AGR-5HA2.13FGEAVERIFY W/ SUBMITTALXHA2.0X3'-0"1'-6"5'-9"5'-8"2'-1"3'-0"5'-512"3'-312"2'-2"12XXTOILET ACCESSORY TAG(REFER TO LEGEND ON A2.15)KEY NOTEDOOR TAG(REFER TO SCHEDULE ON SHEET A6.03)SYMBOLS LEGENDWALL TAG(REFER TO SCHEDULE SHEET LS2.01)72BTA-2AFINISH TAGK E Y N O T E S:1.HARDWIRED PACKAGED TERMINAL AIR CONDITIONER(PTAC) UNIT2.EXTERIOR WINDOW AND ASSOCIATED TREATMENTS3.BARN DOOR ON EXPOSED HARDWARE - REFER TO DOORSCHEDULE FOR MIRROR INSET APPLICATION4.COMMUNICATING DOOR LOCATION WHEN USED5.PENDING FIELD VERIFICATION BLACKOUT ROMAN SHADETO BE OUTSIDE MOUNTED AT CEILING. SHEER/SOLARSHADE TO BE INSIDE MOUNTED WITHIN WINDOWOPENING.6.LIGHTS IN THIS AREA MUST BE DAMP LOCATION RATEDAND W/ SHATTER PROOF LENSES7.WALL MOUNTED VANITY LIGHT - PROVIDE JUNCTION BOX,COORDINATED WITH FIXTURE8.STARTING POINT OF TILE - BEGIN WITH FULL TILE9.ALL ROOMS TO HAVE HSIA PER HILTON STANDARDS. IFHARD WIRED INTERNET ACCESS IS DESIRED, ARECEPTACLE MUST BE PLACED @ 34" A.F.F. WHENOPTIONAL WIRED CONNECTION FOR GUESTS IS ALSOPROVIDED, ANOTHER Cat-RJ45 CABLE TERMINATED ON AN8-PIN RJ45 FEMALE JACK MUST BE PROVIDED ON THEWALL BELOW DESK/WORK AREA. MAINTAIN 6" CLEARANCEFOR ALL OTHER OUTLETS AND DEVICES. A PATCH CORDSHOULD BE PROVIDED AT THE DESKTOP FOR GUESTSCONVENIENCE. PROVIDE (1) Cat6-RJ45 CABLE IN EVERYGUESTROOM ON THE WALL BELOW THE DESK/WORK AREATERMINATED ON AN 8-PIN RJ45 FEMALE JACK FORWIRELESS ACCESS POINT INFRASTRUCTURE (LINEPOWERED WAP). EACH CABLE MUST BE HOMERUNBETWEEN THE GUESTROOM AND THE IDF ON EACHFLOOR. COORDINATE WAP LOCATION WITH CASEGOODSTO AVOID CONFLICT.10.SHOWER / BATH DRAIN LOCATION11.NO FINISHES UNDER SHOWER PAN / TUB12.PROVIDE DEDICATED ELECTRICAL CIRCUIT FOR EACHUNDERCOUNTER APPLIANCE13.DOORBELL ON/OFF SWITCH FOR COMMUNICATIONFEATURE ROOMS ONLY - SIGNAGE AS REQUIRED14.THRESHOLD - REFER TO STANDARDS MANUAL15.SHOWER INDICATED: BATH TUBS MAY BE SUBSTITUTED- REFER TO STANDARDS16.DASHED BOXES AND CIRCLES REPRESENT ACCESSIBLECLEAR FLOOR AREAS - REFER TO ACCESSIBLE PLANSSHEET FOR ADDITIONAL INFORMATION17.ACCESSIBLE DRAPERY CONTROL18.DESK MUST PROVIDE MIN. 30" WIDE CLEAR FLOOR SPACEAND A MIN. 27" HIGH KNEE CLEARANCE19.PROVIDE DRAIN IN THIS LOCATION IN GUEST BATHSEQUIPPED WITH ROLL-IN SHOWERS. DISH DRAIN AT A 6"RADIUS (1:48 SLOPE MAX). PROVIDE TRAP PRIMER20.FLAT SCREEN TV21.CLOCK22.TELEPHONE23.CENTER SCONCE ABOVE NIGHTSTAND24.EDGE OF PTAC SKIRT AT FLOOR25.SHOWER CONTROL VALVE LOCATIONGR-100ACTIVITY CHAIRGR-102SOFA SLEEPERGR-104SINGLE ARM CHAISEGR-105LOUNGE CHAIRGR-106 SUPPORT PILLOWGR-201GUESTROOM VANITY LIGHTGR-202BEDSIDE TABLE LAMP @ NIGHTSTANDGR-203SINGLE NIGHTSTAND SCONCEGR-204DOUBLE NIGHTSTAND SCONCEGR-205DESK LAMPGR-206FLOOR LAMPGR-300STREAMLINE UNIT - ADA COMPLIANTGR-301KING HEADBOARDGR-302QUEEN HEADBOARDGR-303DOUBLE HEADBOARDGR-304NIGHTSTAND WITH POWERGR-305NIGHTSTAND WITH POWERGR-306DOUBLE NIGHTSTAND WITH POWERGR-306BDOUBLE NIGHTSTAND WITH POWER - ADA COMPLIANTGR-307 C-TABLEGR-30868" VANITY @ GUEST BATHGR-30958" VANITY @ GUEST BATHGR-31058" ACCESSIBLE VANITY - ADA COMPLIANTGR-312 CANTILEVERED SHELFGR-313STREAMLINE DIVIDER UNIT - ADA COMPLIANTGR-316WALL MOUNTED VALETGR-31842" VANITY @ GUEST BATHGR-324LUGGAGE BENCHGR-400WINDOW TREATMENTGR-500ARTWORK @ GUESTROOMGR-501ARTWORK @ GUEST BATHGR-502ARTWORK @ FOCAL WALLGR-503FRAMED MIRROR @ VANITYGR-504FRAMED MIRROR @ DESKGR-505FRAMED MIRROR @ ACCESSIBLE VANITYGR-506 ARTWORK @ SOFA & LOUNGE CHAIRGR-600KING BED BASEGR-601KING MATTRESS SETGR-602KING BEDDING SETGR-603ACCESSIBLE KING BED BASEGR-604QUEEN BED BASEGR-605QUEEN MATTRESS SETGR-606QUEEN BEDDING SETGR-607ACCESSIBLE QUEEN BED BASEGR-608 DOUBLE BED BASEGR-609 DOUBLE MATTRESS SETGR-610 DOUBLE BEDDING SETGR-611 ACCESSIBLE DOUBLE BED BASEGR-612 KING BED WRAPGR-613 ACCESSIBLE KING BEDSKIRTGR-614 QUEEN BED WRAPGR-615 ACCESSIBLE QUEEN BEDSKIRTGR-616 DOUBLE BED WRAPGR-617 ACCESSIBLE FULL BEDSKIRTF U R N I S H I N G L E G E N D :--VBTA-21T41/2" = 1'-0"INTERIOR ELEVATION - BATH WALL51/2" = 1'-0"INTERIOR ELEVATION - BED WALL71/2" = 1'-0"INTERIOR ELEVATION - DESK WALL61/2" = 1'-0"INTERIOR ELEVATION - WINDOW WALLCLSFVBVBVBSFSFHVBCASEGOOD MOUNTED POWER HUBVWCA1/2" = 1'-0"ACC-BATH ELEVATIONTA-1.18"TA-4.63'-6"1'-0"3'-0"22EQEQ6'-3"103'-4" MAX.92423B1/2" = 1'-0"ACC-BATH ELEVATION SHOWER1014TA-3.1TA-25.1TA-4.3C1/2" = 1'-0"ACC-BATH ELEVATION SHOWERTA-4.3TA-23'-4"TA-25.14'-0"282725TA-3.17'-0"2'-0"EQ4'-0"EQTA-4.93'-0"3'-7"141'-0"1093'-8" MAX.TA-4.93'-4"1'-6"4"TA-3.1TA-4.3143'-4" ABOVESHOWER FLOOR 3'-0" ADJ. MOUNTING BARTA-1.1CL8TA-4.65'-4"3'-0"6"1'-6"3'-0"1'-7"3'-8"3'-4"D1/2" = 1'-0"ACC-BATH ELEVATION SHOWERTA-17ATA-17ATA-21E1/2" = 1'-0"ACC-BATH ELEVATION TUB10F1/2" = 1'-0"ACC-BATH ELEVATION TUBTA-4.3TA-23'-4"TA-17BTA-25.14'-0"2827TA-37'-0"2'-0"EQ4'-0"EQTA-4.93'-0"141'-0"1093'-8" MAX.TA-1.1CL8TA-4.65'-4"3'-0"6"1'-6"3'-0"
1'-7"
3'-8"3'-4"G1/2" = 1'-0"ACC-BATH ELEVATION TUB14TA-3TA-25.1TA-4.3TA-4.93'-4"1'-6"4"TA-3TA-4.3143'-4" ABOVEBOTTOM OF TUB 3'-0" ADJ. MOUNTING BAR
TA-17B3'-7"
1'-9"
2'-4"EQUALEQUALHA2.13ACC-DBL QNPLANS ANDELEVATIONSKKJJD10-26-18 FOR BUILDING PERMIT
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.11/4" = 1'-0" ROOM# 444ARCHITECTURAL PLAN - ACC SHOWER21/4" = 1'-0"FINISH & FURNITURE PLAN31/4" = 1'-0"REFLECTED CEILING PLAN c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 2:51:52 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts1/4" = 1'-0"LEVEL 44 ARCHITECTURAL PLAN1/4" = 1'-0"LEVEL 44 FINISH & FURNITURE PLAN1/4" = 1'-0"LEVEL 44 REFLECTED CEILING PLAN1A1/4" = 1'-0" ROOM# 544 & 644ARCHITECTURAL PLAN - ACC TUB
1PLPOOL1PMPOOLMECH.1PVPOOLVEST.1MLMAIN LOBBY1FDDESKFRONT1TSSHOPTREATS1WNWOMEN1MNMEN1EGENG./MAINT.1PSPOOLSTOR.1LS1EL2ELECTRIC1SR2STORAGELIFESAFETY1EM1MACH.ELEV.1ELBLOBBYELEV.1HVSVEST.RAMP-11VLDRIVE-IN1VOOFFICEVALETRAMP-21CTCARTS1SR1STORAGE1CP/ABXCOMPUTER1WAAREAWORK1SLSALES1MGMANAGER1GLLEVEL 1 (14)1CR1CORRIDOR-11CR2CORRIDOR-21ST2STAIR-2HOTELVALET1RSTTENANTRESTAURANT1HA8.07G.W.B.U.S.S.PAINTEDSTRUCTUREPAINTED
STRUCTUREGARAGEOPENABOVEG.W.B.7'-6"ALL SOFFITS SHOWN ARE 3 HR GWBWRAPS AT BEAMS. BOTTOM OFGWB TO BE 7'-0" MIN AFF, TYPICALG.W.B.7'-6"G.W.B.8'-2"G.W.B.9'-0"G.W.B.7'-6"G.W.B.7'-6"G.W.B.SLOPEDG.W.B.
8'-6"
G.W.B.
SLOPEDLANDING
G.W.B.OPENG.W.B.8'-6"2 HOURS.A.C.T.9'-0"S.A.C.T.8'-6"G.W.B.10'-0"G.W.B.10'-0"G.W.B.8'-0"PAINTED
STRUCTURE
S.A.C.T.9'-0"SHADED AREADENOTES INTERIORDESIGNED SPACEFIRE PROTECTION OFSTRUCTURAL BEAM(S)14'-5"±FIRE PROTECTION OFSTRUCTURAL BEAM(S)FIRE PROTECTION OFSTRUCTURAL BEAM14'-10"±14'-5"±FIRE PROTECTION OFSTRUCTURAL BEAM(S)14'-5"±SA.C.T.7'-4"060706070607070648" LINEAR LEDLIGHT FIXTURES48" LINEAR LEDLIGHT FIXTURESNOTE: ALL GYPSUMWALLBOARD IN THEGARAGE TO BEMOLD AND MILDEWRESISTANT.G.W.B.STRUCT.1ST1STAIR-1S.A.C.T.
8'-10"G.W.B.7'-8"G.W.B.H.7'-8"HA8.01HOTEL LEVEL 1REFLECTEDCEILING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:52:35 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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11-02-18 UPDATED STAIR CEILINGS
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.13/32" = 1'-0"HOTEL LEVEL 1 REFLECTED CEILING PLANNPLANELEV. 14.0', 15.33' & 16.33'SEE 1/RA8.01SEE 1/RA8.01SEE 1/A8.01
2ST12ST2STAIR 2STAIR 12TRTRASH2GLLEVEL 2 (23)GARAGEEXPOSED FLOORDECK ABOVE,8'-4 3/4" AFF,TYPICALALL BEAMS SHOWN DASHED TO HAVESPRAY APPLIED 3-HR FIRE REISTANCEPROTECTION. ENSURE 7'-0" MIN CLEARHEIGHT TO UNDERSIDE OF FIREPROTECTION IS MAINTAINED, TYPICALG.W.B.SLOPEDG.W.B.SLOPEDLANDINGG.W.B.OPENG.W.B.
SLOPED
G.W.B.
SLOPED
LANDING
G.W.B.OPENNOTE: ALL GYPSUM WALLBOARD IN THEGARAGE TO BE MOLD AND MILDEW RESISTANT.HA8.02HOTEL LEVEL 2REFLECTEDCEILING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:57:41 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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11-02-18 UPDATED STAIR CEILINGS
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.23/32" = 1'-0"HOTEL LEVEL 2 REFLECTED CEILING PLANNPLANELEV. 23.0'SEE 2/RA8.02SEE 2/A8.02SEE 2/RA8.02
3LNLINENH-323DOUBLE QUEENH-321DOUBLE QUEENH-319DOUBLE QUEENH-317KINGH-315DOUBLE QUEENH-311KINGH-309KINGH-307ACC-KINGH-305DOUBLE QUEENH-303KINGH-301KING3SR2STOR3ELCELEC3FCCENTER3FSRFOOD STOR3FPFOOD PREP3BRBREAKFAST AREA3LDLAUNDRY3HOOFFICE3PTPANTRY3EBBREAKROOMH-323DOUBLE QUEENH-319DOUBLE QUEENH-317KINGBOH3CR2CORRIDOR-2
3CR1CORRIDOR-13MNMEN3TRTRASH3MEMECHANICALFITNESS3WNWOMENHOUSEKEEPING3SR1STOR3DRDRYERICE3ELBLOBBYELEV3GLLEVEL 3 (32)GARAGE3HA8.07EMPLOYEEREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"S.A.C.T.8'-0"G.W.B.S.7'-6"G.W.B.S.7'-6"G.W.B.SLOPEDLANDINGG.W.B.OPENS.A.C.T.8'-6"S.A.C.T.8'-6"3BOHG.W.B.H.8'-2"S.A.C.T.8'-6"G.W.B.9'-0"G.W.B.8'-6"2 HOURG.W.B.H. DOWN TO DRYERSG.W.B.10'-0"2 HOURFIRE PROTECTION OFSTRUCTURAL BEAM(S)S.A.C.T.8'-6"G.W.B.H.8'-2"G.W.B.10'-0"G.W.B.8'-6"G.W.B.9'-2"G.W.B.
SLOPED
G.W.B.
SLOPEDLANDINGG.W.B.OPENG.W.B.8'-6"1 HOUR9'-7"±FIRE PROTECTION OFSTRUCTURAL BEAM(S)10'-4"±FIRE PROTECTION OFSTRUCTURAL BEAM9'-7"±FIRE PROTECTION OFSTRUCTURAL BEAM10'-0"±FIRE PROTECTION OFSTRUCTURAL BEAM9'-10"±FIRE PROTECTION OFSTRUCTURAL BEAM9'-7"±SHADED AREADENTOES INTERIORDESIGNED SPACENOTE: ALL GYPSUM WALLBOARD IN THEGARAGE TO BE MOLD AND MILDEW RESISTANT.(2) LAYERS OF CONTINUOUS5/8" TYPE X GYPSUM BOARDAT LAUNDRY ROOM3ST1STAIR 1S.A.C.T.9'-6"S.A.C.T.9'-6"3ST2STAIR 2G.W.B.H.9'-2"HA8.03HOTEL LEVEL 3 REFLECTEDCEILING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:55:23 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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11-02-18 UPDATED STAIR CEILINGS
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.33/32" = 1'-0"HOTEL LEVEL 3 REFLECTED CEILING PLANNPLANELEV. 32.0'SEE 3/RA8.03SEE 3/RA8.03SEE 3/A8.03
H-443KINGH-435DOUBLE QUEENH-445KINGH-441KINGH-439KINGH-437KINGH-444DOUBLE QUEENH-442KINGH-433DOUBLE QUEENH-431DOUBLE QUEENH-429DOUBLE QUEENH-427DOUBLE QUEENH-425DOUBLE QUEENH-423DOUBLE QUEENH-421DOUBLE QUEENH-419DOUBLE QUEENH-417KINGH-415DOUBLE QUEENH-411KINGH-409KINGH-407ACC-KINGH-405DOUBLE QUEENH-440KINGH-436DOUBLE QUEENH-434KINGH-432KINGH-430KINGH-424KINGH-422KINGH-403KINGH-401KINGH-404DOUBLE QUEENH-402KING4UTUTILITY4STOSTORAGE4ELELEC.4CR1CORRIDOR-14CR2CORRIDOR-2
H-438DOUBLE QUEEN4ELBLOBBYELEVICEACCPOOLACCUGENERATOR REFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"REFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONREFER TO HA2 SERIES ENLARGED GUEST ROOMPLANS FOR REFLECTED CEILING INFORMATIONREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"S.A.C.T.8'-0"G.W.B.S.7'-6"G.W.B.S.7'-6"G.W.B.S.7'-6"G.W.B.H.8'-0"G.W.B.H.7'-6"G.W.B.S.8'-0"G.W.B.H.7'-6"S.A.C.T.8'-6"S.A.C.T.8'-6"1'-0"TYP.G.W.B.
SLOPED
G.W.B.
SLOPEDLANDINGG.W.B.OPENG.W.B.H.8'-0"G.W.B.SLOPEDG.W.B.SLOPEDLANDINGG.W.B.OPENS.A.C.T.8'-4"4ST1STAIR 1G.W.B.S.8'-0"S.A.C.T.8'-6"END OF CORRIDOR ONLY4ST2STAIR 2S.A.C.T.8'-4"HA8.04HOTEL LEVEL 4 REFLECTEDCEILING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 12:01:07 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILINGS
.
.
.43/32" = 1'-0"HOTEL LEVEL 4 REFLECTED CEILING PLANNPLANELEV. 44.0'SEE 4/RA8.04SEE 4/RA8.04
H-543KINGH-535DOUBLE QUEENH-545KINGH-541KINGH-539KINGH-537KINGH-544DOUBLE QUEENH-542KINGH-533DOUBLE QUEENH-531DOUBLE QUEENH-529DOUBLE QUEENH-527DOUBLE QUEENH-525DOUBLE QUEENH-523DOUBLE QUEENH-521DOUBLE QUEENH-519DOUBLE QUEENH-517KINGH-515DOUBLE QUEENH-511KINGH-509KINGH-507ACC-KINGH-505DOUBLE QUEENH-540KINGDOUBLE QUEENH-536DOUBLE QUEENH-534KINGH-532KINGH-530KINGH-524KINGH-522KINGH-503KINGH-501KINGH-504DOUBLE QUEENH-502KING5UTUTILITY5SRSTORAGE5ELELEC.STAIR 15ST2STAIR 2H-5385ELBLOBBYELEVICE5CR1CORRIDOR-15CR2CORRIDOR-2
ACCREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"REFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONREFER TO HA2 SERIES ENLARGED GUEST ROOMPLANS FOR REFLECTED CEILING INFORMATIONREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"S.A.C.T.8'-0"G.W.B.S.7'-6"G.W.B.S.7'-6"G.W.B.S.7'-6"G.W.B.H.7'-6"G.W.B.S.8'-0"G.W.B.H.7'-6"S.A.C.T.8'-6"S.A.C.T.8'-6"1'-0"TYP.G.W.B.
SLOPED
G.W.B.
SLOPEDLANDINGG.W.B.OPENG.W.B.SLOPEDG.W.B.SLOPEDLANDINGG.W.B.OPENG.W.B.H.8'-0"G.W.B.H.8'-0"S.A.C.T.8'-4"G.W.B.S.8'-0"S.A.C.T.8'-6"END OF CORRIDOR ONLYS.A.C.T.8'-4"5ST1HA8.05HOTEL LEVEL 5REFLECTEDCEILING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 12:03:18 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILINGS
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.
.53/32" = 1'-0"HOTEL LEVEL 5 REFLECTED CEILING PLANNPLANELEV. 54.0'SEE 5/RA8.05SEE 5/RA8.05
H-643KINGH-635DOUBLE QUEENH-645KINGH-641KINGH-639KINGH-637KINGH-644DOUBLE QUEENH-642KINGH-633DOUBLE QUEENH-631DOUBLE QUEENH-629DOUBLE QUEENH-627DOUBLE QUEENH-625DOUBLE QUEENH-623DOUBLE QUEENH-621DOUBLE QUEENH-619DOUBLE QUEENH-617KINGH-615DOUBLE QUEENH-611KINGH-609KINGH-607KINGH-605DOUBLE QUEENH-640KINGDOUBLE QUEENH-636DOUBLE QUEENH-634KINGH-632KINGH-630KINGH-624KINGH-622KINGH-603KINGH-601KINGH-604QUEENH-602KING6UTUTILITY6SRSTOR6ELELEC.H-6386CR1CORRIDOR-16CR2CORRIDOR-2
6ELBLOBBYELEVICEACCREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"ROOF HATCHREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONREFER TO HA2 SERIES ENLARGED GUEST ROOMPLANS FOR REFLECTED CEILING INFORMATIONREFER TO HA2 SERIES ENLARGED GUEST ROOM PLANS FOR REFLECTED CEILING INFORMATIONS.A.C.T.8'-0"S.A.C.T.8'-0"G.W.B.S.7'-6"G.W.B.S.7'-6"G.W.B.S.7'-6"DOUBLEG.W.B.H.7'-6"G.W.B.S.8'-0"G.W.B.H.7'-6"S.A.C.T.8'-6"S.A.C.T.8'-6"1'-0"TYP.ROOFACCESS6ST1STAIR 1S.A.C.T.8'-6"G.W.B.8'-0"S.A.C.T.8'-0"6ST2STAIR 2G.W.B.S.8'-0"S.A.C.T.8'-6"END OF CORRIDOR ONLYHA8.06HOTEL LEVEL 6REFLECTEDCEILING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 12:03:50 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.
.
11-02-18 UPDATED STAIR CEILINGS
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.63/32" = 1'-0"HOTEL LEVEL 6 REFLECTED CEILING PLANNPLANELEV. 64.0'SEE 6/RA8.06SEE 6/RA8.06
1PLPOOL1PMPOOLMECH.1PVPOOLVEST.1MLMAIN LOBBY1FDDESKFRONT1TSSHOPTREATS1WNWOMEN1MNMEN1EGENG./MAINT.1PSPOOLSTOR.1LS1EL2ELECTRIC1SR2STORAGELIFESAFETY1EM1MACH.ELEV.1ELBLOBBYELEV.1HVSVEST.RAMP-11CTCARTS1SR1STORAGE1CP/ABXCOMPUTER1WAAREAWORK1SLSALES1MGMANAGER1CR1CORRIDOR-1HOTEL1ST1STAIR-1NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.HA8.07ENLARGEDHOTEL LEVEL 1RCPKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 12:07:39 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
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.
.13/32" = 1'-0"ENLARGED HOTEL LEVEL 1 REFLECTED CEILING PLANNPLANELEV. 14.0', 15.25' & 16.25'
3LNLINEN3FCCENTER3FSRFOOD STOR3FPFOOD PREP3BRBREAKFAST AREA3PTPANTRY3CR1CORRIDOR-13MNMEN3TRTRASH3MEMECHANICALFITNESS3WNWOMEN3DRDRYERICE3ELBLOBBYELEV3ST1STAIR 1NOTE: ALL GYPSUM WALLBOARD IN THE GARAGE TO BE MOLD AND MILDEW RESISTANT.HA8.08ENLARGEDHOTEL LEVEL 3RCPKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 12:08:45 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
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.
.33/32" = 1'-0"ENLARGED HOTEL LEVEL 3 REFLECTED CEILING PLANNPLANELEV. 32.0'
1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"ROOM1GMEMECHANICALROOM1SRGSTORAGE21A4.212
6
A
4
.
2
6
29A4.2925
A
4
.
2
5
2
4
A
4
.
2
423A4.2335A4.3537A4.373
9
A
4
.
3
9
40
A
4
.
4
0
4
1
A
4
.
4
1
4
2
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4
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A
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6
32A4.3233A4.3334A4.3436A4.363
8
A
4
.
3
8
43
A
4
.
4
3
47A4.4748A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5984A4.8483A4.8382A4.8280A4.8081A4.8187A4.8788A4.8822A4.2227
A
4
.
2
7
2
8
A
4
.
2
8
3
0
A
4
.
3
0
3
1
A
4
.
3
1
53A4.5351A4.5161A4.6162A4.62 A4.6385A4.8586A4.861RLBLOBBYRESIDENTIAL1EM2MACH.ELEV.1EL1ELECTRICMAIN1MLMAIL1RVSVEST.RESI.1GLLEVEL 11RT3RETAIL TENANT-31RT2RETAIL TENANT-21RT1RETAIL TENANT-1GARAGE1RA2.013'-
2
1
2"
1
2
'
-
1
1
1
2"
2'-
1
"
8'-
2
"11'-8"4"11"1'-5"4"1'-8"1'-0"1'-0"1'-8"4"1'-0"1'-0"4"1'-8"1'-0"1'-0"1'-8"4"1'-0"1'-0"4"1'-8"1'-0"1'-0"1'-8"4"1'-4"1'-4"3'-0"4"4"11'-8"3'-8"4"4"13'-1"3'-0"4"4"7'-8"4"29'-434"4"
5'-67
1
6"
12'-8"26'-0"12'-0"26'-0"12'-0"26'-0"12'-8"1GME1GSRERT1ERT2ERT3SF1310'-0"SF13SF1210'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"SF1610'-0"SF14SF15SF17SF10SF11SF23SF18SF193A5.06C1C2C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C2C2C2C2C2C2C2C2C1C1C1C1C
2C1C2C
2
C1C
3C3C1
C
1
C
1
C
1
C
1
C
1
C
1
C
1
C
1
C
1
C
1
C
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C
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1
C
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1
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1 C2C1C
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1
1
3
131
3 131
3
CONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGSCONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGS7B7BC
1
7
B 5AC11EM21EL11RVE1RVLV1W10NOTE: ALL GYPSUM WALLBOARD IN THEGARAGE TO BE MOLD AND MILDEW RESISTANT.F.E.F.E.F.E.C.F.E.C.F.E.RA1.01RESIDENTIALLEVEL 1FLOOR PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 8:57:48 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.13/32" = 1'-0"RETAIL LEVEL 1 FLOOR PLANNPLANELEV. 20.8', 21.5, 22.1, & 26.0 PARKING AT 14.0'SEE 1/HA1.01SEE 1/HA1.01SEE 1/GA1.01
SEE 1/GA1.01
ROOM2WRLEVEL 22GL2SR1181718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"181718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"181718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
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0
"
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4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
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"21A4.212
6
A
4
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2
6
29A4.2925
A
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423A4.2335A4.3537A4.373
9
A
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3
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40
A
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32A4.3233A4.3334A4.3436A4.363
8
A
4
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8
43
A
4
.
4
3
47A4.4748A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5984A4.8483A4.8382A4.8287A4.8788A4.8822A4.2227
A
4
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2
7
2
8
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2
8
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0
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53A4.5351A4.5185A4.8586A4.86WATERGARAGESTORAGEELEVATOR3RA2.012SR1
2
'
-
1
0
"
13
'
-
8
1
4"11'-8"C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C2C2C2C2C2C2C2C1C1C3C
1
C
1
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1 C1C
1
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1
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1
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B CONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGSCONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGSC1C
1
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3
2WRW10W10W10W10W10W10W10NOTE: ALL GYPSUM WALLBOARD IN THEGARAGE TO BE MOLD AND MILDEW RESISTANT.F.E.F.E.RA1.02RESIDENTIALLEVEL 2FLOOR PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 8:58:54 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.23/32" = 1'-0"RESIDENTIAL LEVEL 2 FLOOR PLANNPLANPARKING AT 23.0'SEE 2/GA1.02SEE 2/GA1.02
C5R-381STAIR-33ST3STAIR-23ST2LEVEL 33GL3RTRTRASH ROOMC4R-383B2R-385C6R-387CORRIDOR-1R3CR1ELEV. LOBBY3RELMAILROOMBELOWA2R-391C3R-393CORRIDOR-43CR4ELECTRICROOMBELOWRESIDENCELOBBYBELOWC3R-395A1R-3971518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
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4
"1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
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"21A4.212
6
A
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29A4.2925
A
4
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423A4.2335A4.3537A4.373
9
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40
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32A4.3233A4.3334A4.3436A4.363
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43
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3
47A4.4748A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5984A4.8483A4.8382A4.8280A4.8081A4.8187A4.8788A4.8822A4.2227
A
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53A4.5351A4.5161A4.6162A4.62 A4.6385A4.8586A4.86GARAGESTORAGE3RSRRESIDENTIALFITNESS3RFCRESIDENTIALRESIDENTIALRESIDENCE4'-5"6'-0"3"10'-8"12'-8"25'-912"12'-212"25'-912"12'-212"25'-912"12'-814"22'-714"5'-
6
"1'-1"10'-1038"1114"10'-1038"10"3'-0"8'-0"3'-0"3'-0"5'-4"2'-0"M.O.2'-4"6'-4"2'-4"M.O.M.O.2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"2'-4"M.O.M.O.M.O.M.O.3'-0"5'-4"2'-0"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"2'-4"3'-0"5'-4"2'-0"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"4'-0"M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.6'-
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7
'
-
4
"21'-812"8'-1"4'-012"11'-014"5'-312"11'-014"2'-03 4"
4'-0"10'-7"2'-1"12'-8"12'-8"11'-2"5'-0"11'-2"19'-11"6'-4"6'-4"6'-103 4"12'-0"6'-13 8"6'-114"12'-0"6'-114"6'-118"6'-103 4"6'-103 4"6'-103 4"6'-103 4"12'-0"6'-103 4"6'-514"6'-3"8'-0"7'-0"3'-4"13'-5"4'-0"12'-0"3'-4"14'-2"2'-
0
1
2"
3'-
1
1
1
2"
4'-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"25'-4"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"4'-
0
"
2
3
'
-
7
"
6'-
0
"3RT13RT2E3GR3GR13EL23EL13RSSF25W14W14W14W14W14W14W14W14W14W14W13SF24W16W1W2W2W2W2W2W2W1W1W1W1W1W1W23ST3E3ST31A5.032A5.0624'-7"14'-0"11'-0"27'-0"11'-0"27'-0"11'-0"27'-0"12'-8"3
1
'
-
0
"
21
'
-
4
"165'-3"3'-
2
"
2'-
3
"
5'-
5
"
3
6
'
-
9
3
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1
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1
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1D1D1D1D3B3B19
1
9
1
9
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9 1919191920B20B20B20A19
1
4
B
14
B
14
B
14
B
1
4
B
2
0
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B 23BJANITORSINK20B181818183B3B3B3B3B3B3B3B3B3B3B3B3B22B14B20B1
4
B 14B23B23B23B23B23B23B23B1
8
18
1
8
1
8
1
8
C
4
C
4
C
4
C
4
C
4
C
4
C
4
C
4
C
4
C4
C
4
C4C4C422A1D1
D
C
4
C
4
C
4
C
4 6A3RFFUTURE STORAGEUNITS BY OTHERS11'-2"11'-2"W9LV2W9W9W9W9W9W9W9W9NOTE: ALL GYPSUM WALLBOARD IN THEGARAGE TO BE MOLD AND MILDEW RESISTANT.F.E.F.E.C.F.E.F.E.C.F.E.C.UNIT TYPETOTAL1 Bedroom . A1AREAAccessibleRoomsAPARTMENTS UNIT MATRIXAllocationof TypesMixed Use Development, Salem, Massachusetts--1,0482ndFLOOR3rdFLOOR--4thFLOORTOTAL7%35thFLOOR455,2375616658 sf975 sf1 Bedroom . A31 @ LVL 5760 sf5%1 @ LVL 41 BR + den . B131 BR + den . B2901 sf7%--28%151,050 sf--2 Bedroom . C12 Bedroom . C41,005 sf181507%162 5%7,6381 Bedroom . A27%--4651 sf1----161115,517515%--2 Bedroom . C23968 sf116%--2 Bedroom . C381,002 sf2141111151111--1--2------------15,51715,517Amenity (Lobby & Mail)1,048 sflobbyLEVEL2 Bedroom . C51,238 sf2 Bedroom . C61,107 sf----411113011120014111141111 @ LVL 3----7%7%RA1.03RESIDENTIALLEVEL 3FLOOR PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:03:10 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.33/32" = 1'-0"RESIDENTIAL LEVEL 3 FLOOR PLANNPLANELEV. 32.0' PARKING AT 32.0'SEE 3/HA1.03SEE 3/HA1.03
C5R-381STAIR-33ST3STAIR-23ST2LEVEL 33GL3RTRTRASH ROOMC4R-383B2R-385C6R-387CORRIDOR-3R3CR3ELEV. LOBBY3RELMAILROOMBELOWA2R-391C3R-393CORRIDOR-43CR4ELECTRICROOMBELOWRESIDENCELOBBYBELOWC3R-395A1R-3971518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"ACCESSIBLEGARAGESTORAGE3RSRRESIDENTIALFITNESS3RFCRESIDENTIALRESIDENTIALRESIDENCEREFER TO GA8.03GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO GA8.03GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATION2'-
0
"EQEQA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"S.A.C.T.8'-4"A.C.T.9'-0"A.C.T.9'-0"A.C.T.9'-0"A.C.T.8'-0"B.O.D.OPEN8'-0"15'-0"6"6"8'-97 16"6'-11716"6"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"20'-0"REFER TO RA2.01 ENLARGED RESIDENCE ENTRYFOR REFLECTED CEILING INFORMATION10'-0"8'-038"16'-0"4'-0"10'-018"10'-018"6"6"6"
6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8-0"GWB7'-8"G.W.B8'-0"5'-0"EQEQG.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.E
Q
E
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6"6"6"6"
6"
6"6"6"3'-6"3'-6"
EQ EQ EQEQEQEQ10'-0"10'-0"EQEQ
TYPTYPTYP24'-0"5'-0"12'-0"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"
G.
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.
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.
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2
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A
.
C
.
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6
"
SL
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D
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.
B
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LA
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I
N
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G.
W
.
B
.RA8.03RESIDENTIALLEV 3 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:47:36 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
.
.
.33/16" = 1'-0"RESIDENTIAL LEVEL 3 REFLECTED CEILING PLANNPLANSEE 3/HA8.03SEE 3/HA8.03
STAIR-34ST3C1R-480A3R-482B1R-486C1R-490C1R-492C1R-494C1R-496C2R-489A2R-491C3R-493C3R-495A1R-497CORRIDOR-34CR3CORRIDOR-44CR4C5R-481C4R-483B2R-485C6R-487GENERATOR21A4.212
6
A
4
.
2
6
29A4.2925
A
4
.
2
5
2
4
A
4
.
2
423A4.2335A4.3537A4.373
9
A
4
.
3
9
40
A
4
.
4
0
4
1
A
4
.
4
1
4
2
A
4
.
4
2
4
4
A
4
.
4
4
4
5
A
4
.
4
5
4
6
A
4
.
4
6
32A4.3233A4.3334A4.3436A4.363
8
A
4
.
3
8
43
A
4
.
4
3
47A4.4748A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5984A4.8483A4.8382A4.8280A4.8081A4.8187A4.8788A4.8822A4.2227
A
4
.
2
7
2
8
A
4
.
2
8
3
0
A
4
.
3
0
3
1
A
4
.
3
1
53A4.5351A4.5161A4.6162A4.62 A4.6385A4.8586A4.86161718192022252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-1112"6'-0"6'-8"4'-5"6'-0"3"10'-8"12'-8"25'-912"12'-212"25'-912"12'-212"25'-912"12'-814"22'-714"5'-
7
"1'-1"10'-1038"1114"10'-1038"10"3'-0"8'-0"3'-0"3'-0"5'-4"2'-0"2'-4"6'-4"2'-4"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"2'-4"3'-0"5'-4"2'-0"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"2'-4"3'-0"5'-4"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"4'-0"M.O.M.O.M.O.M.O.M.O.6'-
0
"
5'-
4
"
1
4
'
-
4
"
2'-
8
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2'-
8
"
M
.
O
.
M
.
O
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21
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-
4
"9'-714"3'-8"236'-114"6'-4"23 4"7'-3"5'-5"23 4"6'-13 8"23 4"6'-114"23 4"5'-5"6'-114"6'-118"7'-3"7'-3"7'-3"23 4"7'-3"5'-5"7'-3"23 4"6'-418"6'-118"3"8'-0"6'-9"3"3'-4"13'-5"4'-0"12'-0"3'-4"4'-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"4'-
0
"
2
3
'
-
7
"12'-8"3'-2"4'-8"4'-10"6'-4"6'-4"5'-2"4'-8"
2'-10"
6'-0"6'-8"3'-434"4'-8"4'-10"6'-4"6'-4"5'-2"4'-8"2'-10"2'-10"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"6'-4"6'-4"6'-4"6'-4"6'-4"6'-4"6'-0"4'-10"6'-8"6'-0"4'-2"3'-2"4'-10"5'-2"5'-2"5'-2"4'-10"3'-2"3'-2"4'-10"2'-10"2'-10"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"5'-5"5'-5"5'-5"2'-0"W13W13W13W13W13W13W13SF25SF24W16W1W2W1W1W1W1W2W2W2W2W2W1W1W1W2W2W2W2W2W2W2W1W1W11'-10"W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W2W22A5.033A5.06127'-13 4"M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.24'-7"14'-0"11'-0"27'-0"11'-0"27'-0"11'-0"27'-0"12'-8"3
1
'
-
0
"165'-3"5'-
5
"
6
1
'
-
9
"1D1
D
1D4
B
1
D
1
D
1
D
1D1D1D1D4B4B1919191920B20B20B20A19
2
0
B 181818183B3B3B3B3B3B3B4B3B3B3B3B3B1
8
18
1
8
1
8 4B4B4
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4
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B
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81822A
1
8
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1
8
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8
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1
9
1
9
1
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4
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4
C
4
C
4
C
4
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4
C
4
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4
C
4
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C
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C4 22A12
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8
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4
4ST3F.E.C.F.E.C.UNIT TYPETOTAL1 Bedroom . A1AREAAccessibleRoomsAPARTMENTS UNIT MATRIXAllocationof TypesMixed Use Development, Salem, Massachusetts--1,0482ndFLOOR3rdFLOOR--4thFLOORTOTAL7%35thFLOOR455,2375616658 sf975 sf1 Bedroom . A31 @ LVL 5760 sf5%1 @ LVL 41 BR + den . B131 BR + den . B2901 sf7%--28%151,050 sf--2 Bedroom . C12 Bedroom . C41,005 sf181507%162 5%7,6381 Bedroom . A27%--4651 sf1----161115,517515%--2 Bedroom . C23968 sf116%--2 Bedroom . C381,002 sf2141111151111--1--2------------15,51715,517Amenity (Lobby & Mail)1,048 sflobbyLEVEL2 Bedroom . C51,238 sf2 Bedroom . C61,107 sf----411113011120014111141111 @ LVL 3----7%7%RA1.04RESIDENTIALLEVEL 4FLOOR PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:04:37 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.13/32" = 1'-0"RESIDENTIAL LEVEL 4 FLOOR PLANNPLANELEV. 44.0'SEE 4/HA1.04SEE 4/HA1.04
C5R-581STAIR-35ST3C4R-583B2R-585C6R-587C1R-580A3R-582B1R-586C1R-590C1R-592C1R-594C1R596C2R-589A2R-591C3R-593C3R-595A1R-597CORRIDOR-35CR3CORRIDOR-45CR421A4.212
6
A
4
.
2
6
29A4.2925
A
4
.
2
5
2
4
A
4
.
2
423A4.2335A4.3537A4.373
9
A
4
.
3
9
40
A
4
.
4
0
4
1
A
4
.
4
1
4
2
A
4
.
4
2
4
4
A
4
.
4
4
4
5
A
4
.
4
5
4
6
A
4
.
4
6
32A4.3233A4.3334A4.3436A4.363
8
A
4
.
3
8
43
A
4
.
4
3
47A4.4748A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5984A4.8483A4.8382A4.8280A4.8081A4.8187A4.8788A4.8822A4.2227
A
4
.
2
7
2
8
A
4
.
2
8
3
0
A
4
.
3
0
3
1
A
4
.
3
1
53A4.5351A4.5161A4.6162A4.62 63A4.6385A4.8586A4.86161718192022252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-1112"6'-0"6'-8"4'-5"6'-0"3"10'-8"12'-8"25'-912"25'-912"12'-212"25'-912"12'-814"22'-714"5'-
7
"1'-1"10'-1038"1114"10'-1038"10"3'-0"8'-0"3'-0"3'-0"5'-4"2'-0"M.O.2'-4"6'-4"2'-4"M.O.M.O.2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"2'-4"M.O.M.O.M.O.M.O.3'-0"5'-4"2'-0"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"2'-4"3'-0"5'-4"2'-8"1'-0"2'-8"2'-0"5'-4"3'-0"2'-4"6'-4"4'-0"M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.M.O.6'-
0
"
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4
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1
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8
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8
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"9'-714"3'-8"236'-114"6'-4"23 4"7'-3"5'-5"23 4"6'-114"23 4"6'-114"23 4"5'-5"6'-114"6'-114"7'-3"7'-3"7'-3"23 4"7'-3"5'-5"7'-3"23 4"6'-418"6'-118"3"8'-0"6'-9"3"3'-4"13'-5"4'-0"12'-0"3'-4"4'-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"4'-
0
"
2
3
'
-
7
"12'-8"3'-2"4'-8"4'-10"6'-4"6'-4"5'-2"4'-8"
2'-10"
6'-0"6'-8"3'-434"4'-8"4'-10"6'-4"6'-4"5'-2"4'-8"2'-10"2'-10"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"6'-4"6'-4"6'-4"6'-4"6'-4"6'-4"6'-0"4'-10"6'-8"6'-0"4'-2"1'-10"3'-2"4'-10"5'-2"5'-2"5'-2"4'-10"3'-2"3'-2"4'-10"2'-10"2'-10"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"5'-5"5'-5"5'-5"2'-0"12'-212"3A5.034A5.06W13W13W13W13W13W13W13SF25SF24W16W12W12W1W2W1W12W12W1W1W1W2W2W2W2W2W1W1W1W2W2W2W2W2W2W2W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W2W25'-
5
"
6
1
'
-
9
"24'-7"14'-0"11'-0"27'-0"11'-0"27'-0"11'-0"27'-0"12'-8"165'-3"1D1
D
1D4
B
1
D
1
D
1
D
1D1D1D1D4B4B1919191920B20B20B20A19
2
0
B 181818183B3B3B3B3B3B3B4B3B3B4B3B3B3B1
8
18
1
8
1
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4
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1
8
18
1
8
1
8
19
1
9
1
9
1
9 22A12
20B18
5ST3F.E.C.F.E.C.UNIT TYPETOTAL1 Bedroom . A1AREAAccessibleRoomsAPARTMENTS UNIT MATRIXAllocationof TypesMixed Use Development, Salem, Massachusetts--1,0482ndFLOOR3rdFLOOR--4thFLOORTOTAL7%35thFLOOR455,2375616658 sf975 sf1 Bedroom . A31 @ LVL 5760 sf5%1 @ LVL 41 BR + den . B131 BR + den . B2901 sf7%--28%151,050 sf--2 Bedroom . C12 Bedroom . C41,005 sf181507%162 5%7,6381 Bedroom . A27%--4651 sf1----161115,517515%--2 Bedroom . C23968 sf116%--2 Bedroom . C381,002 sf2141111151111--1--2------------15,51715,517Amenity (Lobby & Mail)1,048 sflobbyLEVEL2 Bedroom . C51,238 sf2 Bedroom . C61,107 sf----411113011120014111141111 @ LVL 3----7%7%RA1.05RESIDENTIALLEVEL 5FLOOR PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:05:45 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
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.
.
.53/32" = 1'-0"RESIDENTIAL LEVEL 5 FLOOR PLANNPLANELEV. 54.0'SEE 5/HA1.05SEE 5/HA1.05
C5R-681STAIR-36ST3C4R-683B2R-685C6R-687C1R-680A3R-682B1R-686C1R-690C1R-692C1R-694C1R-696C2R-689A2R-691C3R-693C3R-695A1R-697CORRIDOR-36CR3CORRIDOR-46CR421A4.212
6
A
4
.
2
6
29A4.2925
A
4
.
2
5
2
4
A
4
.
2
423A4.2335A4.3537A4.373
9
A
4
.
3
9
40
A
4
.
4
0
4
1
A
4
.
4
1
4
2
A
4
.
4
2
4
4
A
4
.
4
4
4
5
A
4
.
4
5
4
6
A
4
.
4
6
32A4.3233A4.3334A4.3436A4.363
8
A
4
.
3
8
43
A
4
.
4
3
47A4.4748A4.48 49A4.4950A4.5051A4.5154A4.5455A4.5556A4.5660A4.6057A4.5758A4.5859A4.5984A4.8483A4.8382A4.8280A4.8081A4.8187A4.8788A4.8822A4.2227
A
4
.
2
7
2
8
A
4
.
2
8
3
0
A
4
.
3
0
3
1
A
4
.
3
1
53A4.5351A4.5161A4.6162A4.62 A4.6385A4.8586A4.86161718192022252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-1112"6'-0"6'-8"4'-5"6'-0"3"10'-8"12'-8"25'-912"25'-912"12'-212"25'-912"12'-814"22'-714"5'-
7
"1'-1"10'-1038"1114"10'-1038"1'-4"9'-014"3'-8"236'-114"6'-4"23 4"7'-3"5'-5"23 4"6'-114"23 4"6'-114"23 4"5'-5"6'-114"6'-114"7'-3"7'-3"7'-3"23 4"7'-3"5'-5"7'-3"23 4"6'-418"6'-118"3"6'-9"3"3'-4"13'-5"4'-0"12'-0"3'-4"4'-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-11"4'-
0
"
2
3
'
-
7
"12'-8"3'-2"4'-8"4'-10"6'-4"6'-4"5'-2"4'-8"
2'-10"
6'-0"6'-8"3'-434"4'-8"4'-10"6'-4"6'-4"5'-2"4'-8"2'-10"2'-10"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"6'-4"6'-4"6'-4"6'-4"6'-4"6'-4"6'-0"4'-10"6'-8"6'-0"4'-2"1'-10"3'-2"4'-10"5'-2"5'-2"5'-2"4'-10"3'-2"3'-2"4'-10"2'-10"2'-10"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"5'-5"5'-5"5'-5"12'-212"12'-8"6'-6"6'-434"6'-114"6'-114"5'-034"6'-0"1'-10"1'-10"6'-0"5'-034"6'-114"6'-114"5'-034"6'-0"1'-10"1'-10"6'-0"5'-034"6'-114"6'-114"5'-034"6'-0"1'-10"1'-10"6'-0"5'-034"6'-114"6'-7"8'-
1
"
1
5
'
-
6
"
2'-
6
"
2
1
'
-
4
1
4"
6'-
0
"4A5.035A5.06W13W13W13W13W13W13W13SF25SF24W16W12W12W1W2W1W12W12W1W1W1W2W2W2W2W2W1W1W1W2W2W2W2W2W2W2W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W2W237'-1134"12'-212"25'-912"12'-212"25'-912"12'-212"25'-912"12'-814"164'-8"3'-
8
3
4"
61
'
-
2
"4B4
B
4B4
B
4
B
4
B
4
B
4B4B4B4B4B4B1919191920B20B20B20A19
2
0
B 181818183B3B3B3B3B3B3B4B3B3B4B3B3B3B1
8
18
1
8
1
8 4B4B4
B
4
B
4
B
4
B
4B4B4
B 4B4B4B1818181
81822A
1
8
18
1
8
1
8
19
1
9
1
9
1
9 22A12
20B1
8
6ST3F.E.C.F.E.C.UNIT TYPETOTAL1 Bedroom . A1AREAAccessibleRoomsAPARTMENTS UNIT MATRIXAllocationof TypesMixed Use Development, Salem, Massachusetts--1,0482ndFLOOR3rdFLOOR--4thFLOORTOTAL7%35thFLOOR455,2375616658 sf975 sf1 Bedroom . A31 @ LVL 5760 sf5%1 @ LVL 41 BR + den . B131 BR + den . B2901 sf7%--28%151,050 sf--2 Bedroom . C12 Bedroom . C41,005 sf181507%162 5%7,6381 Bedroom . A27%--4651 sf1----161115,517515%--2 Bedroom . C23968 sf116%--2 Bedroom . C381,002 sf2141111151111--1--2------------15,51715,517Amenity (Lobby & Mail)1,048 sflobbyLEVEL2 Bedroom . C51,238 sf2 Bedroom . C61,107 sf----411113011120014111141111 @ LVL 3----7%7%RA1.06RESIDENTIALLEVEL 6FLOOR PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:06:48 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.63/32" = 1'-0"RESIDENTIAL LEVEL 6 FLOOR PLANNPLANELEV. 64.0'SEE 6/HA1.06SEE 6/HA1.06
1RLLOBBYRESIDENTIAL1EM2MACH.ELEV.1EL1ELECTRICMAIN1MLMAIL1RVSVESTRESHALL34363739Y.1X.13"10'-1"2'-7"4'-10"7'-10"12'-8"1'-0"1'-10"4'-0"11'-1"9'-5"2'-0"3'-10"2'-0"2'-33 4"4'-0"1'-10"
4"8'-10"18'-2"3'-3"3'-0"1'-7"1'-4"10'-1038"1114"10'-1038"1'-4"9"7'-1"ELEVATOR1EM21EL11RVERV48"x60"CLEARAREA48"x60"CLEARAREA54"x60"CLEARAREAØ5'-0
"9A4B9B9B5A5A8BC11D4B6B8B7A7A7A6C6CC1C1C1C1C1F.E.C.F.E.C.F.E.F.E.U.O.D.OPENU.O.D.OPENGWB17'-0"EQ.4'-0"EQ.EQ.EQ.EQ.EQ.EQ.6'-0"6'-0"6'-0"EQ.EQ.EQ.EQ.EQ.EQ.EQ.
EQ.EQ.EQ.EQ.EQ.4'-0"4'-0"EQ.
EQ.5'-0"EQ.GWB17'-0"GWB16'-6"GWB10'-0"34363739Y.1X.11114"1114"EQ4'-0"4'-0"EQEQ 2'-6"2'-6"EQ
EQEQALIGN SOFFITWITH WALLALIGN SOFFITWITH WALLLOBBYRESIDENTIALMACH.ELEV.ELECTRICMAINMAILVESTRESHALLELEVATOR1RL1EM21EL11ML1RVSELEVATOR2WRROOMWATER10'-2116"4"4"4"14'-111316"4"
1'-0"3'-0"2'-0"10'-3"2WRORIENTATION OF COLUMN3-HR GWB WRAPS TO BE ASSHOWN ON THIS PLAN, TYP.8C8C8C8C5A5AF.E.2WRROOMWATERELEVATOREQ 6'-0"EQ EQEQU.O.D.OPENRA2.01ENLARGEDRESIDENTIALENTRY PLANSKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 9:08:36 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.
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.
.13/16" = 1'-0"ENLARGED RESIDENTIAL ENTRANCE FLOOR PLANNPLAN23/16" = 1'-0"ENLARGED RESIDENTIAL ENTRANCE REFLECTED CEILING PLAN33/16" = 1'-0"SECOND FLOOR ENLARGED WATER ROOM PLAN43/16" = 1'-0"SECOND FLOOR WATER ROOM RCP
LIVING ROOMBEDROOMKITCHENENTRYBATHROOMHALLLAUNDRY/MECHWHW/DCLOSETCLOSETARA2.02ABCRA2.02DRA2.02EHFG2'-1018"7'-418"2'-534"2'-158"10'-938"1'-73 4"5'-43 4"6'-03 4"2'-312"12'-214"4'-1112"2'-33 8"3'-93 8"3'-53 4"3'-63 4"2'-3"2'-1"BCDEFALIGN
5'-0" - VERIFY
1'-6"WITH SUBMITTAL
MIN.ELEC.PANEL8'-312"2'-238"
10'-93 4"WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBAR3'-412"3'-634"246A6A12GHAT 3rdFLOORGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"LIVING ROOMBEDROOMKITCHENENTRYBATHROOMHALLLAUNDRY/MECHEQ EQ1'-6"EQEQCLOSET3'-3"4'-0"6'-6"3'-2"EQ EQEQEQEQ6'-0"EQ2'-6"5'-0"EQEQEQEQ
EQ EQ1'-0"EQEQ2'-6"5'-0"CLOSETOUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWLIVING ROOMCPTPTCPTBEDROOM KITCHENENTRYBATHROOMHALLLAUNDRY/MECHWHW/DCLOSETCLOSETELEC.PANEL30"x48"CLEARAREA54"x60"CLEARAREAØ5'-0"36"x60"CLEARAREA36"x60"CLEARAREA60"x42"CLEARAREA30"x48"CLEARAREA60"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA30"x48"CLEARAREACPTCTCPTPTCPTCPT CTPTPTCPTCPTSV30"x48"CLEARAREA1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL.9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.GENERAL NOTES:ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"
3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"
4"
1'-2"3'-6"4"
8'-0"
8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPER CABINETSK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"3'-6"1"2'-6"9"6'-8"2'-412"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄K-3323SANTA ROSATOILETVITREOUS CHINA 3'-0"7'-4"4'-0"4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASE6"2'-4"
4'-0"
BLOCKING
4'-0"
7'-0"
4'-0"
6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄6"2'-4"
4'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYRA2.02UNIT PLANA1KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:39:35 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT A1 FLOOR PLAN (GROUP 1)NPLANUNITS 397, 497, 597 , 69721/4" = 1'-0"UNIT A1 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT A1 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAE1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMC1/4" = 1'-0"ELEVATION - KITCHENH1/4" = 1'-0"ELEVATION - BATHROOM
LIVING ROOMBEDROOMKITCHENENTRYLAUNDRY/MECHWHW/DBATHROOMDECK(4TH FLOOR ONLY)HALLRA2.03DRA2.03EHFGRA2.03ACCABCDEFWOOD SHELF @ 72"AFF w/ HANGBARCLOSETELEC.PANEL1'-73 4"5'-43 4"6'-03 4"2'-312"12'-214"
5'-0" - VERIFY
WITH SUBMITTAL 10'-658"2'-138"2'-534"7'-418"2'-1018"1'-6"MIN.3'-63 4"3'-53 4"3'-938"2'-33 8"4'-1112"2'-3"3'-412"2'-1"3'-634"8'-034"2'-23 8"
10'-93 4"
ALIGN
WOOD SHELF @ 72"AFF w/ HANGBARCLOSET1'-1134"12246A6AGHAT 3rdFLOORGWB8'-2"LIVING ROOMGWB8'-2"GWB8'-2"BEDROOMGWB8'-2"GWB8'-2"HALLKITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOM3'-3"4'-0"3'-2"6'-6"EQEQEQEQ
EQEQ1'-6"EQEQEQEQEQEQ
1'-0"EQEQ
2'-6"5'-0"EQEQEQ6'-0"EQ2'-6"5'-0"OUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWLIVING ROOMBEDROOMKITCHENENTRYLAUNDRY/MECHWHW/DBATHROOMDECK(4TH FLOOR ONLY)HALLCPTCLOSETCPTCPTELEC.PANELCPTSVPTCPT PTØ5'-0"CTCLOSETPT30"x48"CLEARAREA60"x48"CLEARAREACTCPT36"x60"CLEARAREA36"x60"CLEARAREA60"x42"CLEARAREACPT30"x48"CLEARAREA54"x60"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA30"x48"CLEARAREAPTCPT30"x48"CLEARAREA1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL.9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.GENERAL NOTES:ADJUSTABLE SHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCORE DOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"
3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"
3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSWOOD UPPER CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINET3'-0"4"1'-2"3'-6"4"
8'-0"
8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPERCABINETSK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"3'-6"1"2'-6"9"6'-8"2'-412"TOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMICTILE BASE℄℄K-3323SANTA ROSATOILETVITREOUS CHINA
4'-0"
4'-0"
3'-0"
7'-4"TOWEL BARHAND TOWELBARCERAMICTILE BASEGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE℄EQEQ7'-0"
4'-0"
6"2'-4"
4'-0"
6'-8"
BLOCKING
TOWEL BARCERAMICTILE BASECURVED SHOWER RODWOOD BLOCKINGCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"2'-4"4'-0"BLOCKING2'-0"6'-8"7'-0"CURVEDSHOWER RODCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYRA2.03UNIT PLANA2KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:37:13 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT A2 FLOOR PLAN (GROUP 1)NPLANUNITS 392, 492, 592, 69221/4" = 1'-0"UNIT A2 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT A2 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOM
BATHROOMKITCHENENTRYLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DCLOSET10'-93 4"8'-034"10'-638"2'-158"2'-534"7'-418"2'-1018"1'-6"MIN.WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBAR1'-73 4"5'-43 4"6'-03 4"5'-10"2'-21516"
143.
0
0
°4'-1112"2'-1"3'-618"2'-138"11'-9"3'-63 4"3'-53 4"3'-938"2'-33 8"
2'-23 8"2'-10"7'-
1
0
"127.00
°
7'-
0
3
1
6"ELEC.PANELDECABCLOSETF3'-534"RA2.04ERA2.04CBDARA2.04GFHEHALL5'-0" - VERIFY
WITH SUBMITTAL 6A6A1224GWB8'-2"BATHROOMKITCHENENTRYGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"HALLGWB8'-2"LAUNDRY/MECHCLOSETEQ6'-0"EQ3'-0"7'-0"
5'-
0
"
3'-
0
"
3'-0"EQEQEQEQEQEQ
EQEQ EQ
1'-0"EQEQEQ EQ
1'-6"EQEQEQ EQ
EQ EQ
EQEQ3'-2"6'-6"4'-0"3'-3"EQOUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWCLOSETBATHROOMKITCHENENTRYLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DCLOSETELEC.PANELCLOSETCPTCPTØ5'-0"60"x42"CLEARAREA54"x60"CLEARAREACPTCPTPTCPTSVPTCPTCTCT30"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA36"x60"CLEARAREA36"x60"CLEARAREA60"x42"CLEARAREA30"x48"CLEARAREAHALLCPT30"x48"CLEARAREA60"x48"CLEARAREAPTCPTPT30"x48"CLEARAREA30"x48"CLEARAREA1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL.9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.GENERAL NOTES:ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"
3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"
4"
1'-2"3'-6"4"
8'-0"
8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPER CABINETSK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"3'-6"1"2'-6"9"6'-8"2'-412"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄K-3323SANTA ROSATOILETVITREOUS CHINA 3'-0"7'-4"4'-0"4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASE6"2'-4"
4'-0"
BLOCKING
4'-0"
7'-0"
4'-0"
6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄6"2'-4"
4'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYRA2.04UNIT PLANA3KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:35:03 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT A3 FLOOR PLAN (GROUP 1)NPLANUNITS 382, 482, 68221/4" = 1'-0"UNIT A3 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT A3 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BATHROOM
DENKITCHENENTRYLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMCLOSETCLOSETABEDCGHALLFWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARRA2.05DRA2.05CBARA2.05GFHE1'-6"MIN.2'-1018"7'-418"2'-534"2'-138"10'-658"14'-434"2'-23 8"8'-034"2'-03 4"2'-1112"10'-93 4"
12
7
.
0
0
°143.00°7'-018"7'-458"5'-814"10'-13 4"
1'-73 4"
5'-43 4"6'-03 4"2'-312"4'-1112"3'-3"1'-1134"2'-534"3'-734"3'-634"3'-63 4"3'-53 4"3'-938"2'-33 8"ELEC.PANEL5'-0" - VERIFY
WITH SUBMITTAL 2'-1"2424126A6AGWB8'-2"DENGWB8'-2"KITCHENENTRYGWB8'-2"GWB8'-2"GWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"HALLGWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMEQ6'-0"EQ3'-0"6'-6"EQEQ3'-3"5'-0"EQEQEQEQ
EQEQ
1'-0"EQEQEQ EQ
1'-6"3'-3"4'-0"3'-2"6'-6"EQ 6'-0"EQEQ6'-0"EQEQEQEQEQOUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWCLOSETCLOSETDENKITCHENENTRYLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMCLOSETCLOSETHALLELEC.PANELPT30"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREAPTCPTCPTCPTCPTCPTCPTPT
CPTSVCPTPTCPTCT
CTØ5'
-
0
"30"x48"CLEARAREA54"x60"CLEARAREA36"x60"CLEARAREA54"x60"CLEARAREA30"x48"CLEARAREA60"x48"CLEARAREA36"x60"CLEARAREA36"x60"CLEARAREA60"x42"CLEARAREA30"x48"CLEARAREASV30"x48"CLEARAREA30"x48"CLEARAREAADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPER CABINETS1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.K-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING
3'-0"
3'-6"
7'-4"
4'-0"1'-6"3'-6"1"2'-6"9"6'-8"2'-412"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄K-3323SANTA ROSATOILETVITREOUS CHINA
3'-0"
7'-4"
4'-0"
4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASE6"2'-4"4'-0"BLOCKING4'-0"
7'-0"
4'-0"6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄6"2'-4"
4'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYRA2.05UNIT PLANB1KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:32:40 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT B1 FLOOR PLAN (GROUP 1)NPLANUNITS 386, 586, 68621/4" = 1'-0"UNIT B1 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT B1 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - KITCHENF1/4" = 1'-0"ELEVATION - KITCHENG1/4" = 1'-0"ELEVATION - KITCHENH1/4" = 1'-0"ELEVATION - KITCHEN
DENLIVING ROOMBEDROOMKITCHENENTRYLAUNDRY/MECHWHW/DBATHROOMCLOSETCLOSETHALLCLOSETAJHECFBRA2.06CABRA2.06DRA2.06HJRA
2
.
0
6
E
F
WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARMIN.1'-6"D6'-614"5'-658"8'-658"5'-0" - VERIFYWITH SUBMITTAL3'-1134"5'-5116"5'-434"1'-4"2'-9516"2'-038"9'-934"143.00°143.00°127.00
°
2'-812"4'-4"
2'-103 4"
6'-514"4'-33 4"8'-2"4'-6"10'-834"6'-434"2'-434"9'-078"3'-61316"2'-514"5'-53 4"2'-1038"3'-23 8"
8'-03 4"2'-238"1'-1138"6"16'-3"7'-538"6'-434"4'-2"2'-13 4"
143.
0
0
°127.00
°
2'-1"1'-1034"ELEC.PANEL2424246A6A12121212GAT 4th - 6thFLOORUNITSG
GWB8'-2"DENGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"HALLGWB8'-2"KITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMCLOSETCLOSET4'-6"6'-0"6'-0"EQEQEQ EQ
3'-6"EQEQEQEQ
2'-6"3'-0"EQEQ3'-0"3'-0"4'
-
6
1
1
6"8'-0"4'-0"EQ 6'-0"EQ
EQEQEQ EQ
4'-0"6'-6"3'-2"6'-6"EQEQEQEQ
6'-0"4'-0"3'-
0
"CLOSETOUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWDENLIVING ROOMBEDROOMKITCHENENTRYLAUNDRY/MECHWHW/DBATHROOMCLOSETCLOSETHALLCLOSETCPTCPTCPTCPTCPTCPTCTSVPTPTPTCPTPTCPTPTCPTCTSVCTØ5'-0"30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA60"x48"CLEARAREA60"x48"CLEARAREAØ5'-0"36"x48"CLEARAREA60"x54"CLEARAREA42"x54"CLEARAREA42"x54"CLEARAREA60"x54"CLEARAREA60"x54"CLEARAREAELEC.PANEL1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-24WOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHWOOD ENDPANELWOOD BASE CABINETSWOOD UPPER CABINETS CAPABLEOF BEING RELOCATED SO THATTHE BOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF8'-4"3'-0"4"1'-2"3'-6"4"8'-0"8'-034" CLEARWOOD BASE, PTDGRANITECOUNTERTOP ANDBACKSPLASHGWB, PTD.WOOD UPPER CABINETS CAPABLEOF BEING RELOCATED SO THATTHE BOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFK-3323SANTA ROSATOILETVITREOUS CHINA TOWEL BARTOWEL BARTOILETPAPERHOLDER4'-0"2'-0"2'-0"4'-0"K-3323SANTA ROSATOILETVITREOUS CHINA 1"GRANITECOUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARWOODBLOCKINGAREA FORFUTUREGRAB BARINSTALLATIONCERAMICTILE BASE℄1'-6"1'-3"3'-3"3'-0"3'-6"7'-4"2'-0"2'-6"9"4'-0"3'-0"7'-4"GRANITECOUNTERTOP ANDBACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASEHAND TOWEL BARCERAMICTILE BASEBLOCKING
6'-8"CURVED SHOWER RODWOOD BLOCKINGEQEQCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER℄7'-0"
4'-0"
6"2'-4"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVEDSHOWER ROD4'-0"
BLOCKING
6"2'-4"
4'-0"
6'-8"
7'-0"RA2.06UNIT PLANB2KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:30:41 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT B2 FLOOR PLAN (GROUP 1)NPLANUNITS 385, 485, 585, 68521/4" = 1'-0"UNIT B2 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT B2 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BATHROOMJ1/4" = 1'-0"ELEVATION - BATHROOM
LIVING ROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMBATHROOMBEDROOMKITCHENENTRYCLOSETCLOSETCLOSETCLOSETWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARRA2.07DRA2.07CBARA2.07LKMJRA2.07GFHEELEC.PANEL5'-0" - VERIFY
WITH SUBMITTAL
1'-8"5'-43 4"7'-912"2'-934"7'-4316"2'-6"2'-138"10'-658"9'-1112"2'-812"2'-534"4'-534"5'-812"2'-03 8"2'-158"8'-034"4'-012"
2'-018"5'-6"
5'-114" - VERIFY
WITH SUBMITTAL
6'-03 4"2'-312"
3'-812"2'-0"2'-1"3'-634"1'-9"1'-834"2'-238"
3'-914"ABDCEKGJHHALLF1'-6"MIN.1'-6"MIN.2424242412126A6A1'-23 8"
4'-103 8"GWB8'-2"LIVING ROOMGWB8'-2"KITCHENENTRYGWB8'-2"BEDROOMGWB8'-2"LAUNDRY/MECHGWB8'-2"HALLGWB8'-2"BATHROOMGWB8'-2"BATHROOMGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"BEDROOMGWB8'-2"GWB8'-2"CLOSETCLOSETEQEQEQ6'-0"EQ
EQ EQ
3'-0"EQEQEQ EQ
EQ EQ
EQEQEQ6'-0"EQ3'-0"7'-0"EQEQ2'-6"5'-0"EQEQ1'-6"EQ EQ
3'-3"4'-0"6'-6"3'-2"EQEQ1'-6"EQ EQ
EQEQEQ EQ
EQEQ 1'-4"OUTLINE OFVANITY BELOWOUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWCLOSETCLOSETLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMBATHROOMBEDROOMKITCHENENTRYCLOSETCLOSETCLOSETCLOSETELEC.PANELØ5'-0"Ø5'-0"CPTCPTCPTCPTCPTCPTHALLCPTSVCTCTPTPTCPTPT
CPTCT CPTSVCPTCT 30"x48"CLEARAREA54"x60"CLEARAREA36"x60"CLEARAREA48"x60"CLEARAREA48"x60"CLEARAREA30"x48"CLEARAREA36"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA48"x60"CLEARAREA30"x48"CLEARAREA36"x60"CLEARAREA48"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA48"x60"CLEARAREA48"x60"CLEARAREAPT1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLE SHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCORE DOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSWOOD UPPER CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINET3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPERCABINETSK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"
3'-6"
7'-4"
4'-0"1'-6"4'-0"1"2'-6"9"6'-8"2'-412"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄6"2'-4"
4'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITY6"2'-4"4'-0"BLOCKING4'-0"7'-0"4'-0"6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄K-3323SANTA ROSATOILETVITREOUS CHINA
3'-0"
7'-4"
4'-0"
4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASE6"3'-6"4'-0"BLOCKING7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET SHOWNDASHED FOR CLARITYGLASS SHOWER ENCLOSUREWITH INTEGRAL DOOR32" CLEAROPENING℄EQEQ7'-0"
4'-0"
6"3'-6"
4'-0"
BLOCKING
TOWEL BARCERAMICTILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERK-3323SANTA ROSATOILETVITREOUS CHINA 4'-0"4'-0"3'-0"7'-4"TOWEL BARHAND TOWELRINGCERAMIC TILEBASEGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE2'-0"TOILET PAPERHOLDERK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"3'-6"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"3'-6"1"2'-6"9"2'-6"TOWEL BARWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMIC TILE BASE℄℄TEMPERED GLASSENCLOSURERA2.07UNIT PLANC1KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:27:47 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT C1 FLOOR PLAN (GROUP 1)NPLANUNITS 480, 580, 680, 490, 590, 690, 492, 592, 692, 494, 594, 694, 496, 596, 69621/4" = 1'-0"UNIT C1 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT C1 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - MASTER BATHROOMH1/4" = 1'-0"ELEVATION - MASTER BATHROOMG1/4" = 1'-0"ELEVATION - MASTER BATHROOMF1/4" = 1'-0"ELEVATION - MASTER BATHROOMJ1/4" = 1'-0"ELEVATION - BATHROOMM1/4" = 1'-0"ELEVATION - BATHROOML1/4" = 1'-0"ELEVATION - BATHROOMK1/4" = 1'-0"ELEVATION - BATHROOM
LIVING ROOMELEVATORBEDROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMKITCHENENTRYHALLCLOSETCLOSETCLOSETRA2.08DWOOD SHELF @ 72"AFF w/ HANGBARABGHECDFRA2.08EHFGRA2.08ABCWOOD SHELF@ 72" AFF w/HANGBAR5'-0" - VERIFY
WITH SUBMITTAL 1'-6"MIN.3'-8"9'-0"10'-658"2'-138"2'-7"1'-618"5'-43 4"5'-93 4"2'-43 4"2'-1"3'-612"2'-038"2'-1"3'-612"3'-534"5'-03 4"4'-3"1'-113 4"8'-034"2'-23 8"8'-738"
4'-1112"
3'-10"3'-5"7'-1"5'-7"REFER TO DRAWINGA5.05 FOR ADDITIONALINFORMATION ONTHE ELEVATORELEC.PANEL1224246A6A121224GWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"BEDROOMGWB8'-2"HALLKITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMCLOSETEQEQ
6'-6"3'-2"4'-0"3'-3"6'-0"2'-6"EQEQEQEQ
5'-0"
8'-0"EQ6'-0"EQ3'-0"7'-0"EQEQ2'-6"5'-0"EQEQEQEQ1'-6"EQEQEQEQEQEQ1'-0"EQEQ
3'-6"CLOSETCLOSETOUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWLIVING ROOMELEVATORBEDROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMKITCHENENTRYHALLCLOSETCLOSETCLOSETCPTCPTCPTCPTCPTPTPTPTSVCTCPTCPT PT
CTCPT
CPTSVELEC.PANELØ5'-0
"30"x48"CLEARAREA54"x60"CLEARAREAØ5'-0"48"x60"CLEARAREA48"x60"CLEARAREA42"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA 30"x48"CLEARAREA54"x60"CLEARAREA36"x48"CLEARAREA30"x48"CLEARAREA48"x60"CLEARAREA30"x48"CLEARAREA36"x60"CLEARAREA48"x60"CLEARAREA36"x60"CLEARAREA1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"
3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPER CABINETSK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"4'-0"1"2'-6"9"6'-8"2'-412"GRANITECOUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄K-3323SANTA ROSATOILETVITREOUS CHINA 3'-0"7'-4"4'-0"4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"2'-4"
4'-0"
BLOCKING
4'-0"
7'-0"
4'-0"
6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄6"2'-4"4'-0"BLOCKING2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYRA2.08UNIT PLANC2KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:24:05 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT C2 FLOOR PLAN (GROUP 1)NPLANUNITS 489, 589, 68921/4" = 1'-0"UNIT C2 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT C2 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOM
LIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMKITCHENENTRYHALLBATHROOMDECK(4TH FLOOR ONLY)CLOSET1'-6"MIN.1'-6"MIN.CLOSETCLOSET2'-10"7'-4"2'-6"2'-138"10'-658"9'-1112"2'-812"2'-018"5'-6"6'-03 4"2'-312"2'-0"5'-114" - VERIFY
WITH SUBMITTAL
5'-334"1'-834"3'-612"3'-812"
3'-03 8"ELEC.PANEL2'-1"1'-8"5'-43 4"7'-912"
5'-0" - VERIFY
WITH SUBMITTAL2'-138"4'-218"6'-412"3'-9"
2'-238"8'-73 8"8'-034"3'-23 4"WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARABJCRA2.09DEGHDRA2.09JMKLRA2.09ABCRA2.09EHFG3'-534"F3'-5"24246A6A241212KLAT 3rdFLOORGWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"GWB8'-2"GWB8'-0"GWB8'-2"BEDROOMGWB8'-2"HALLKITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMGWB8'-2"BATHROOMCLOSETEQEQ1'-51316"EQEQ
3'-3"4'-0"6'-6"3'-2"EQEQ
EQEQEQEQEQEQ
1'-6"EQEQ4'-0"EQEQEQEQEQ
EQ3'-0"6'-0"EQEQ2'-6"5'-0"EQ6'-0"EQ2'-6"6'-0"EQEQEQEQ
EQEQ
1'-0"OUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWCLOSETCLOSETLIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMKITCHENENTRYHALLBATHROOMDECK(4TH FLOOR ONLY)CLOSETCLOSETCLOSETELEC.PANELSVCTCTCPTCPTCPTCPTCPTPTPTCPT PT CPTSVCPTPTCTCPT
CTCPTØ5'-0"Ø5'-0"36"x60"CLEARAREA48"x60"CLEARAREA48"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA60"x36"CLEARAREA60"x42"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA60"x48"CLEARAREA30"x48"CLEARAREA60"x54"CLEARAREA60"x48"CLEARAREA30"x48"CLEARAREAPTCPT36"x60"CLEARAREAADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPER CABINETS1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.K-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"4'-0"1"2'-6"9"6'-8"2'-412"GRANITECOUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄K-3323SANTA ROSATOILETVITREOUS CHINA 3'-0"7'-4"4'-0"4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"2'-4"
4'-0"
BLOCKING
4'-0"
7'-0"
4'-0"
6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄6"2'-4"4'-0"BLOCKING2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYK-3323SANTA ROSATOILETVITREOUS CHINA
4'-0"
4'-0"
3'-0"
7'-4"TOWEL BARHAND TOWELRINGCERAMIC TILE BASEGRANITECOUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE2'-0"TOILET PAPERHOLDER℄EQEQ7'-0"4'-0"6"3'-6"4'-0"BLOCKING TOWEL BARCERAMIC TILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"3'-6"4'-0"BLOCKING7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET SHOWNDASHED FOR CLARITYGLASS SHOWER ENCLOSUREWITH INTEGRAL DOOR32" CLEAROPENINGK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"3'-6"BLOCKING
3'-0"
3'-6"
7'-4"
4'-0"1'-6"3'-6"1"2'-6"9"2'-6"TOWEL BARWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMIC TILE BASE℄℄TEMPERED GLASSENCLOSURERA2.09UNIT PLANC3KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:22:00 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT C3 FLOOR PLAN (GROUP 1)NPLANUNITS 393, 493, 593, 693, 395, 495, 595, 69521/4" = 1'-0"UNIT C3 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT C3 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - MASTER BATHROOMH1/4" = 1'-0"ELEVATION - MASTER BATHROOMG1/4" = 1'-0"ELEVATION - MASTER BATHROOMF1/4" = 1'-0"ELEVATION - MASTER BATHROOMJ1/4" = 1'-0"ELEVATION - BATHROOMM1/4" = 1'-0"ELEVATION - BATHROOML1/4" = 1'-0"ELEVATION - BATHROOMK1/4" = 1'-0"ELEVATION - BATHROOM
LIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHW/DBATHROOMKITCHENENTRYHALLBATHROOMWHMASTERCLOSETCLOSETDECK(4TH FLOOR ONLY)CLOSETCLOSETABKCDGEJHF2'-10"1'-6"7'-4"2'-6"2'-112"10'-612"9'-1112"2'-812"3'-912"
2'-018"5'-6"5'-53 4"2'-312"2'-0"2'-1"3'-612"3'-434"5'-0" - VERIFY
WITH SUBMITTAL
2'-03 8"ELEC.PANEL5'-4"1'-8"5'-43 4"7'-912"
5'-0" - VERIFY
WITH SUBMITTAL MIN.MIN.1'-6"8'-034"2'-534"4'-534"2'-4"4'-012"2'-03 8"
2'-238"
3'-10"
3'-103 4"WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARRA2.10ABCRA2.10JMKLRA2.10EHFGRA2.10D12126A6A242424LAT 4th - 6thFLOORUNITS2'-13 8"3'-43 8"GWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"BEDROOMGWB8'-2"HALLKITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMGWB8'-2"BATHROOMGWB8'-2"CLOSETMASTERCLOSETEQEQEQEQ1'-6"3'-3"4'-0"6'-6"3'-2"EQEQ
EQEQEQEQEQEQ
1'-6"EQEQEQEQ EQEQEQEQEQ
EQ3'-0"6'-0"EQ6'-0"EQ3'-6"7'-0"EQ6'-0"EQEQ EQ EQEQEQEQ1'-0"EQEQ
OUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWCLOSETCLOSETLIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHW/DBATHROOMKITCHENENTRYHALLBATHROOMWHMASTERCLOSETCLOSETDECK(4TH FLOOR ONLY)CLOSETCLOSETELEC.PANELPTPTPTCTCTSVCPTCPTCPTCPTCPTCPTCPTØ5'-0"60"x54"CLEARAREA36"x48"CLEARAREAØ5'-0"48"x60"CLEARAREA48"x60"CLEARAREA36"x60"CLEARAREA36"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA60"x36"CLEARAREA60"x42"CLEARAREA60"x54"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA48"x60"CLEARAREA48"x60"CLEARAREACTCPT
CPT PT CPTPTCTCPTCPTSV30"x48"CLEARAREAADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPER CABINETS1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.K-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"4'-0"1"2'-6"9"6'-8"2'-412"GRANITECOUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄K-3323SANTA ROSATOILETVITREOUS CHINA 3'-0"7'-4"4'-0"4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"2'-4"
4'-0"
BLOCKING
4'-0"
7'-0"
4'-0"
6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄6"2'-4"4'-0"BLOCKING2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITYK-3323SANTA ROSATOILETVITREOUS CHINA
4'-0"
4'-0"
3'-0"
7'-4"TOWEL BARHAND TOWELRINGCERAMIC TILE BASEGRANITECOUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE2'-0"TOILET PAPERHOLDER℄EQEQ7'-0"4'-0"6"3'-6"4'-0"BLOCKING TOWEL BARCERAMIC TILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"3'-6"4'-0"BLOCKING7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET SHOWNDASHED FOR CLARITYGLASS SHOWER ENCLOSUREWITH INTEGRAL DOOR32" CLEAROPENINGK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"3'-6"BLOCKING
3'-0"
3'-6"
7'-4"
4'-0"1'-6"3'-6"1"2'-6"9"2'-6"TOWEL BARWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMIC TILE BASE℄℄TEMPERED GLASSENCLOSURERA2.10UNIT PLANC4KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:19:27 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT C4 FLOOR PLAN (GROUP 1)NPLANUNITS 383, 483, 583, 68321/4" = 1'-0"UNIT C4 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT C4 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - MASTER BATHROOMH1/4" = 1'-0"ELEVATION - MASTER BATHROOMG1/4" = 1'-0"ELEVATION - MASTER BATHROOMF1/4" = 1'-0"ELEVATION - MASTER BATHROOMJ1/4" = 1'-0"ELEVATION - BATHROOMM1/4" = 1'-0"ELEVATION - BATHROOML1/4" = 1'-0"ELEVATION - BATHROOMK1/4" = 1'-0"ELEVATION - BATHROOM
LIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHW/DBATHROOMKITCHENENTRYHALLBATHROOMWHMASTERCLOSETCLOSETDECK(4TH FLOOR ONLY)CLOSETRA2.11DRA2.11ABCRA2.11JMKLRA2.11EHFGABJKCGEDFH1'-6"MIN.2'-812"9'-1112"10'-658"2'-2"12'-738"1'-8"5'-43 4"8'-912"
5'-0" - VERIFY
WITH SUBMITTAL
5'-812"2'-418"2'-158"2'-534"4'-9"
4'-4"2'-23 8"8'-034"2'-23 8"8'-738"
6'-412"3'-914"3'-77 8"6'-03 4"
1'-1118"5'-6"6'-03 4"2'-312"
5'-114" - VERIFY
WITH SUBMITTAL2'-6"2'-0"2'-1014"3'-038"2'-1"3'-612"3'-534"WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARCLOSET2'-1014"1'-6"MIN.ELEC.PANEL242424121220B20A20B20BLAT 4th - 6thFLOORUNITSMAT 3rd - 6thFLOORUNITSGWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"GWB8'-2"GWB8'-2"BEDROOMGWB8'-2"HALLKITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMGWB8'-2"BATHROOMGWB8'-2"CLOSETCLOSETMASTERGWB8'-2"EQEQ1'-6"EQEQ
3'-3"4'-0"6'-6"3'-2"EQ EQEQEQ
EQEQEQEQ
1'-6"EQEQEQEQ
EQEQEQEQ
CLOSETEQEQ4'-0"7'-0"EQ6'-0"EQEQEQ3'-0"5'-0"EQEQEQ EQ
1'-0"EQ EQ
3'-6"9'-0"OUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWOUTLINE OFVANITY BELOWCLOSETLIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHW/DBATHROOMKITCHENENTRYHALLBATHROOMWHMASTERCLOSETCLOSETDECK(4TH FLOOR ONLY)CLOSETPTPTPTCTCTCPTCPTCPTCPTCPTCPTCPTCLOSETSVCPT PT
CTCPT
CTCPT
CPTSVØ5'-0"Ø5'-0"48"x60"CLEARAREA36"x60"CLEARAREA48"x60"CLEARAREA36"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA60"x42"CLEARAREA60"x42"CLEARAREA60"x48"CLEARAREA54"x60"CLEARAREA54"x60"CLEARAREAELEC.PANEL1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLE SHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCORE DOOR, PTD.WOOD TRIM, PTD.WOOD END PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSWOOD UPPER CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINET3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.WOOD UPPERCABINETS6"3'-6"4'-0"BLOCKING7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET SHOWNDASHED FOR CLARITYGLASS SHOWER ENCLOSUREWITH INTEGRAL DOOR32" CLEAROPENING℄EQEQ7'-0"4'-0"6"3'-6"4'-0"BLOCKING TOWEL BARCERAMICTILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERK-3323SANTA ROSATOILET
VITREOUS CHINA
4'-0"
4'-0"
3'-0"
7'-4"TOWEL BARHAND TOWELRINGCERAMIC TILEBASEGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE2'-0"TOILET PAPERHOLDERK-3323SANTA ROSATOILETVITREOUS CHINA
6"
4'-0"
3'-6"
BLOCKING
3'-0"
3'-6"
7'-4"
4'-0"1'-6"3'-6"1"2'-6"9"2'-6"TOWEL BARWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMIC TILE BASE℄℄TEMPERED GLASSENCLOSUREK-3323SANTA ROSATOILETVITREOUS CHINA
6"
4'-0"
2'-4"
BLOCKING
3'-0"
3'-6"
7'-4"
4'-0"1'-6"4'-0"1"2'-6"9"
6'-8"2'-412"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHT℄REMOVABLEVANITY BASETOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND℄6"2'-4"
4'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVED SHOWER RODTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITY6"2'-4"4'-0"BLOCKING4'-0"7'-0"4'-0"6'-8"EQEQTOWEL BARCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKING℄K-3323SANTA ROSATOILETVITREOUS CHINA 3'-0"7'-4"4'-0"4'-0"GRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASETOWEL BARHAND TOWELBARCERAMICTILE BASERA2.11UNIT PLANC5KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:16:34 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT C5 FLOOR PLAN (GROUP 1)NPLANUNITS 481, 581, 68121/4" = 1'-0"UNIT C5 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT C5 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMJ1/4" = 1'-0"ELEVATION - MASTER BATHROOMH1/4" = 1'-0"ELEVATION - MASTER BATHROOMG1/4" = 1'-0"ELEVATION - MASTER BATHROOMK1/4" = 1'-0"ELEVATION - MASTER BATHROOM
DECK(4TH FLOOR ONLY)LIVING ROOMBEDROOMMASTERBEDROOMLAUNDRY/MECHW/DWHKITCHENENTRYBATHROOMBATHROOMHALLHALLCLOSETCLOSETCLOSETABCDEGJFH3'-3"2'-2"1'-
8
1
4"
4'-
0
1
8"12'-412"11'-434"2'-434"2'-758"6'-1034"2'-434"1'-6"MIN.127.00
°3'-814"3'-4"9'-
5
5
8"
2'-
7
5
8"
6'-
1
0
3
4"
2'-
2
3
4"
2'-
6
1
2"
1'-
6
"
M
I
N
.127.00
°2'-11116"10'-834"2'-238"8'-012"
2'-
0
3
8"
2'-
0
3
8"
143.
0
0
°
6'-514"127.00
°5'-0" - VERIFYWITH SUBMITTAL1'-
1
0
7
8"
143.
0
0
°ELEC.PANEL4'-6"10'-258"9'-9"4'-11"2'-1"
2'-1"
3'-612"
3'-612"3'-6"
3'-6"
5'-212" - VERIFY
WITH SUBMITTAL
10"5'-43 4"93 4"2'-0"4'-718"WOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARRA2.12XXXXRA2.12XRA2.12JMKLRA
2
.
1
2
G
F
H
E 24246A6A1
2 12121212LAT 4th - 6thFLOORUNITSGWB8'-2"LIVING ROOMGWB8'-2"BEDROOMMASTERGWB8'-2"GWB8'-2"GWB8'-2"BEDROOMLAUNDRY/MECHGWB8'-2"KITCHENENTRYGWB8'-2"GWB8'-2"BATHROOMGWB8'-2"BATHROOMGWB8'-2"HALLGWB8'-2"HALLGWB8'-2"CLOSETCLOSETCLOSETEQEQ3'-
0
"
5'-
0
"
6'-
0
"
6'-
0
"
4'-
0
"3'-4"E
Q
E
Q EQEQ1'-
6
"5'-6"6'-6"3'-2"EQEQEQ EQ
4'-0"EQ6'-0"EQ
3'-0"7'-0"2'-7"6'-0"5'-0"9'-0"EQEQEQ EQ
3'-6"5'-0"4'-6"EQEQEQEQ
1'-6"OUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWOUTLINE OFVANITY BELOWDECK(4TH FLOOR ONLY)LIVING ROOMBEDROOMMASTERBEDROOMLAUNDRY/MECHW/DWHKITCHENENTRYBATHROOMBATHROOMHALLHALLCLOSETCLOSETCLOSETELEC.PANELCPTCPTCPTCPTCPTCPTPTPTPTPTPTPTSVCTCTCPTPTCTCPT
CTPTSVPTØ5'-0"Ø5'-0"60"x42"CLEARAREA60"x42"CLEARAREA60"x54"CLEARAREA60"x54"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA60"x48"CLEARAREA60"x48"CLEARAREA30"x48"CLEARAREA60"x54"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-24WOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHWOOD ENDPANELWOOD BASE CABINETSOPEN BEYONDWOOD UPPER CABINETS CAPABLEOF BEING RELOCATED SO THATTHE BOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFW3024RANGEMICROWAVEBCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842W3042BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASHWOOD BASE CABINETSWOOD BASE, PTD.REMOVABLE WOODBASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP.BOARDGRANITE COUNTERTOPWOOD BASE CABINETSBASE FILLERREMOVABLE WOODSINK BASE CABINETWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"4"8'-0"8'-4"8'-034" CLEARWOOD BASE, PTDGRANITECOUNTERTOP ANDBACKSPLASHGWB, PTD.OPEN BEYONDWOOD UPPER CABINETS CAPABLEOF BEING RELOCATED SO THATTHE BOTTOM OF THE CABINET ISBETWEEN 42" & 54" AFFK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"2'-4"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"3'-6"1"2'-6"9"6'-8"2'-412"TOWEL BARCURVED SHOWER RODWOOD BLOCKINGWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMIC TILE BASE℄℄K-3323SANTA ROSATOILET
VITREOUS CHINA
4'-0"
4'-0"
3'-0"
7'-4"TOWEL BARHAND TOWELBARCERAMICTILE BASEGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE℄EQEQ7'-0"
4'-0"
6"2'-4"
4'-0"
6'-8"
BLOCKING
TOWEL BARCERAMICTILE BASECURVEDSHOWER RODWOOD BLOCKINGCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER6"2'-4"4'-0"BLOCKING2'-0"6'-8"7'-0"CURVEDSHOWER RODCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET PAPER HOLDERTOILET SHOWNDASHED FOR CLARITY6"3'-6"4'-0"BLOCKING7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERTOILET SHOWNDASHED FOR CLARITYGLASS SHOWER ENCLOSUREWITH INTEGRAL DOOR32" CLEAROPENING℄EQEQ7'-0"
4'-0"
6"3'-6"
4'-0"
BLOCKING
TOWEL BARCERAMICTILE BASECULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERK-3323SANTA ROSATOILET
VITREOUS CHINA
4'-0"
4'-0"
3'-0"
7'-4"TOWEL BARHAND TOWELRINGCERAMIC TILEBASEGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLEVANITY BASE2'-0"TOILET PAPERHOLDERK-3323SANTA ROSATOILETVITREOUS CHINA 6"4'-0"3'-6"BLOCKING3'-0"3'-6"7'-4"4'-0"1'-6"3'-6"1"2'-6"9"2'-6"TOWEL BARWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCULTURED MARBLESURROUNDGRANITE COUNTERTOPAND BACKSPLASHMIRRORVANITY LIGHTREMOVABLE VANITYBASECERAMIC TILE BASE℄℄TEMPERED GLASSENCLOSURERA2.12UNIT PLANC6KKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:13:55 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT C6 FLOOR PLAN (GROUP 1)NPLANUNITS 387, 487, 587, 68721/4" = 1'-0"UNIT B2 REFLECTED CEILING PLAN31/4" = 1'-0"UNIT B2 FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMJ1/4" = 1'-0"ELEVATION - MASTER BATHROOMM1/4" = 1'-0"ELEVATION - MASTER BATHROOML1/4" = 1'-0"ELEVATION - MASTER BATHROOMK1/4" = 1'-0"ELEVATION - MASTER BATHROOM
BATHROOMKITCHENENTRYBEDROOMLAUNDRY/MECHWHW/DCLOSETLIVING ROOMCLOSETHALLELEC.PANELDECABFRA2.13DRA2.13CBARA2.13EHFGWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBAR1'-6"MIN.10'-93 4"
2'-23 8"8'-034"4'-6"4'-37 8"4'-038"2'-03 8"
1'-618"5'-43 4"1'-11"6'-03 4"5'-6"
73 4"
143.
0
0
°
7'-
0
1
8"2'-758"7'-712"2'-478"2'-158"10'-638"11'-614"7'-
1
0
"2'-10"2'-1"3'-612"2'-1"4'-1112"2'-9"3'-1"3'-634"3'-534"5'-0" - VERIFY
WITH SUBMITTAL 1'-1178"6A6A1224GWB8'-2"BATHROOMKITCHENENTRYGWB8'-2"GWB8'-2"GWB8'-2"GWB8'-2"BEDROOMGWB8'-2"HALLGWB8'-2"LAUNDRY/MECHCLOSETGWB8'-2"LIVING ROOMEQEQ1'-6"EQEQ EQEQEQEQ
1'-0"EQEQ
3'-3"4'-0"3'-2"6'-6"EQEQ
EQEQEQEQ2'-0"EQEQ3'-
0
"
5'-
0
"
3'-0"EQ6'-0"EQ3'-0"7'-0"CLOSETOUTLINE OFVANITY BELOWOUTLINE OFCABINETS ANDCOUNTER BELOWBATHROOMKITCHENENTRYBEDROOMLAUNDRY/MECHWHW/DCLOSETLIVING ROOMCLOSETHALLELEC.PANELØ5'-0"Ø5'-0"Ø5'-0"30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREA30"x60"CLEARAREA30"x48"CLEARAREA36"x60"CLEARAREA36"x60"CLEARAREA36"x60"CLEARAREA60"x42"CLEARAREA54"x60"CLEARAREACPTCPTCPTCPTPT
CPTSVPTCPTCT
CTCPTPTSV1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL.9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.GENERAL NOTES:ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"1'-0"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.FINISHED WOODEND PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF44" TO BOT OF FREEZEROR PROVIDE SIDE BY SIDE 15" WIDE COUNTERTOPPROVIDED NEXT TOREFRIGERATORINTERCOM MOUNTED48" AFF TO CONTROLSW3024BCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842BASE FILLER1'-2"3'-6"1'-0"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASH15" SLIDE OUTSHELF ADJACENTTO WALL OVENWOOD BASE, PTD.WOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF2'-6"EXHAUST HOOD,SWITCH IN FRONTOF BASE CABINETCOOKTOPWALL OVENREMOVABLEBASE CABINETSW3039FINISHED END PANEL3'-0"COUNTERTOP AT SINK SHALLBE CAPABLE OF BEINGLOWERED TO 34" AFF.GRANITE COUNTERTOPAND BACKSPLASHOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"
3'-0"4"1'-2"3'-6"1'-0"8'-034" CLEARPAINTED GYP. BOARDGRANITE COUNTERTOPWOOD SINK BASE CABINETSHALL BE CAPABLE OFBEING REMOVEDBASE FILLERWOOD BASE, PTD.COUNTERTOP AT SINK SHALLBE CAPABLE OF BEINGLOWERED TO 34" AFF.GARBAGE DISPOSALSWITCHWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"1'-0"
8'-0"
9'-0"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.FINISHED END PANELAT WALL OVENK-3323SANTA ROSATOILETVITREOUS CHINA 5'-0"3'-8"BLOCKING4'-0"1'-6"2'-6"9"6'-8"2'-412"TOWEL BARCURVEDSHOWER RODWOOD BLOCKINGWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND42" CLEAR MIN.15"-19"16"-18"℄3'-8"5'-0"BLOCKING2'-0"6'-8"7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVEDSHOWER RODTOILET PAPERHOLDERTOILET SHOWNDASHED FORCLARITY℄2'-4"CERAMICTILE BASEHAND HELDSHOWER &SLIDE BAR3'-4"3'-0"
3'-0"
3'-6"
7'-4"3'-6"1"GRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREMIRRORVANITY LIGHT℄REMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.3'-8"
5'-0"
BLOCKING
4'-0"
7'-0"
6'-8"EQEQCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMIC TILEBASECURVEDSHOWER RODWOOD BLOCKING℄HAND HELD SHOWER& SLIDE BAR16"-18"
3'-0"
7'-4"
4'-0"MIRRORVANITY LIGHTHAND TOWELRINGCERAMICTILE BASEGRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREREMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.RA2.13UNIT PLANA3 ACCKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:11:39 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT A3 ACCESSIBLE FLOOR PLAN (GROUP 2A)NPLANUNIT 58221/4" = 1'-0"UNIT A3 ACCESSIBLE REFLECTED CEILING PLAN31/4" = 1'-0"UNIT A3 ACCESSIBLE FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND3/8" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BEDROOM
DENKITCHENENTRYLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMABEDCGFWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARRA2.14DRA2.14CBARA2.14EHFG1'-6"MIN.2'-758"7'-738"2'-5"2'-138"10'-658"14'-434"2'-23 8"8'-034"2'-03 4"2'-1112"10'-93 4"
12
7
.
0
0
°143.00°7'-018"7'-458"5'-814"10'-13 4"
1'-618"
5'-43 4"6'-03 4"4'-0"3'-038"4'-512"4'-438"4'-038"2'-03 8"
5'-0" - VERIFY
WITH SUBMITTAL
2'-312"1'-11"ELEC.PANEL1'-1178"2'-9"2'-1"3'-612"4'-1112"2'-1"CLOSETCLOSETHALL24126A6A24GWB8'-2"DENGWB8'-2"KITCHENENTRYGWB8'-2"GWB8'-2"GWB8'-2"LIVING ROOMGWB8'-2"BEDROOMGWB8'-2"HALLLAUNDRY/MECHGWB8'-2"BATHROOMGWB8'-2"3'-3"4'-0"3'-2"6'-6"EQ 6'-0"EQEQ6'-0"EQEQEQEQEQ EQ6'-0"EQ3'-0"6'-6"2'-6"6'-0"2'-0"6'-0"EQEQEQEQ
EQEQ
1'-0"1'-6"2'-6"2'-6"EQEQ4'-3"OUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWCLOSETCLOSETDENKITCHENENTRYLIVING ROOMBEDROOMLAUNDRY/MECHWHW/DBATHROOMELEC.PANELCLOSETCLOSETPT30"x48"CLEARAREA30"x48"CLEARAREA54"x60"CLEARAREAPTCPTCPTCPTCPTCPTCPTPT
CPTSVCPTCT
CT30"x48"CLEARAREA54"x60"CLEARAREA36"x60"CLEARAREA54"x60"CLEARAREA30"x48"CLEARAREA60"x48"CLEARAREA36"x60"CLEARAREA60"x42"CLEARAREASV30"x48"CLEARAREA30"x48"CLEARAREA36"x60"CLEARAREAØ5'-0"Ø5'-0"30"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREAPTHALL1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"1'-0"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCOREDOOR, PTD.WOOD TRIM, PTD.FINISHED WOODEND PANELWOOD BASE CABINETSWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF44" TO BOT OF FREEZEROR PROVIDE SIDE BY SIDE 15" WIDE COUNTERTOPPROVIDED NEXT TOREFRIGERATORINTERCOM MOUNTED48" AFF TO CONTROLSW3024BCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842BASE FILLER1'-2"3'-6"1'-0"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASH15" SLIDE OUTSHELF ADJACENTTO WALL OVENWOOD BASE, PTD.WOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF2'-6"EXHAUST HOOD,SWITCH IN FRONTOF BASE CABINETCOOKTOPWALL OVENREMOVABLEBASE CABINETSW3039FINISHED END PANEL3'-0"COUNTERTOP AT SINK SHALLBE CAPABLE OF BEINGLOWERED TO 34" AFF.GRANITE COUNTERTOPAND BACKSPLASHOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"1'-0"8'-034" CLEARPAINTED GYP. BOARDGRANITE COUNTERTOPWOOD SINK BASE CABINETSHALL BE CAPABLE OFBEING REMOVEDBASE FILLERWOOD BASE, PTD.COUNTERTOP AT SINK SHALLBE CAPABLE OF BEINGLOWERED TO 34" AFF.GARBAGE DISPOSALSWITCHWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"1'-0"8'-0"9'-0"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.FINISHED END PANELAT WALL OVENK-3323SANTA ROSATOILETVITREOUS CHINA
5'-0"
3'-8"BLOCKING4'-0"1'-6"2'-6"9"
6'-8"2'-412"TOWEL BARCURVEDSHOWER RODWOOD BLOCKINGWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMICTILE BASECULTURED MARBLESURROUND42" CLEAR MIN.15"-19"16"-18"℄3'-8"
5'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVEDSHOWER RODTOILET PAPERHOLDERTOILET SHOWNDASHED FORCLARITY℄2'-4"CERAMICTILE BASEHAND HELDSHOWER &SLIDE BAR3'-4"3'-0"
3'-0"
3'-6"
7'-4"3'-6"1"GRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREMIRRORVANITY LIGHT℄REMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.3'-8"5'-0"BLOCKING4'-0"7'-0"6'-8"EQEQCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMIC TILEBASECURVEDSHOWER RODWOOD BLOCKING℄HAND HELD SHOWER& SLIDE BAR16"-18"
3'-0"
7'-4"
4'-0"MIRRORVANITY LIGHTHAND TOWELRINGCERAMICTILE BASEGRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREREMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.RA2.14UNIT PLANB1 ACCKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:09:36 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 REVISED CEILING HEIGHTS & SOFFITS
.
.
.11/4" = 1'-0"UNIT B1 ACCESSIBLE FLOOR PLAN (GROUP 2A)NPLANUNIT 48621/4" = 1'-0"UNIT B1 ACCESSIBLE REFLECTED CEILING PLAN31/4" = 1'-0"UNIT B1 ACCESSIBLE FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BEDROOM
LIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHW/DBATHROOMKITCHENENTRYHALLBATHROOMWHMASTERCLOSETCLOSETCLOSETCLOSETBWOOD SHELF @ 72"AFF w/ HANGBAREDF2'-1"3'-612"3'-534"WOOD SHELF @ 72"AFF w/ HANGBARELEC.PANELRA2.15DGWOOD SHELF @ 72"AFF w/ HANGBARWOOD SHELF @ 72"AFF w/ HANGBARRA2.15ABCRA2.15JMKLRA2.15EHFGAKJHC1'-6"MIN.1'-6"MIN.4'-814"42" CLEAR MIN.3'-714"42" CLEAR MIN.3'-7"9'-1"10'-658"2'-2"12'-738"2'-312"5'-718"2'-7"6'-53 4"5'-6"5'-114" - VERIFYWITH SUBMITTAL2'-83 4"2'-6"2'-0"2'-018"778"1018"2'-038"
6'-412"4'-614"4'-612"
1'-618"5'-43 4"1'-012"2'-7"3'-338"2'-338"2'-534"4'-4"2'-23 8"
5'-0" - VERIFY
WITH SUBMITTAL
2'-012"8'-912"
4'-9"OUTLINE OF DECK ABOVE2424241212126A6A20B20A20B20BMAT 3rd - 6thFLOORUNITSGWB8'-2"LIVING ROOMBEDROOMGWB8'-2"GWB8'-2"GWB8'-2"BEDROOMGWB8'-2"HALLKITCHENENTRYGWB8'-2"GWB8'-2"LAUNDRY/MECHGWB8'-2"BATHROOMGWB8'-2"BATHROOMGWB8'-2"CLOSETCLOSETMASTERGWB8'-2"3'-3"4'-0"6'-6"3'-2"EQ EQEQEQEQ6'-0"EQ3'-6"9'-0"EQEQEQEQ1'-6"EQEQEQ EQ
1'-0"EQ EQGWB8'-2"EQEQ3'-0"5'-0"EQEQ4'-0"7'-0"
4'-3"EQEQEQ EQ1'-6"EQEQEQEQ EQEQEQEQ
CLOSETCLOSETOUTLINE OFCABINETS ANDCOUNTER BELOWOUTLINE OFVANITY BELOWOUTLINE OFVANITY BELOWLIVING ROOMBEDROOMBEDROOMLAUNDRY/MECHW/DBATHROOMKITCHENENTRYHALLBATHROOMWHMASTERCLOSETCLOSETCLOSETCLOSETELEC.PANELPTPTCTCTCPTCPTCPTCPTCPTCPTCPTSVCPT PT
CTCPT
CTCPT
CPTSV48"x60"CLEARAREA36"x60"CLEARAREA48"x60"CLEARAREA36"x60"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x48"CLEARAREA30"x60"CLEARAREA30"x48"CLEARAREA60"x42"CLEARAREA60"x48"CLEARAREA60"x48"CLEARAREA54"x60"CLEARAREA54"x60"CLEARAREAØ5'-0"Ø5'-0"PTØ5'-0"60"x54"CLEARAREAØ5'-0"Ø5'-0"30"x48"CLEARAREA1. ALL RESIDENTIAL UNITS ARE EITHER GROUP 1 OR GROUP 2A ADAPTABLE UNITS. THE TYPICAL ONE BEDROOM, ONE BEDROOM WITH A DEN AND TWO BEDROOM UNITS ARE GROUP 1 ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR. THE THREE UNITS DESIGNATED AS ACCESSIBLE ARE GROUP 2A ADAPTABLE UNITS AND SHALL COMPLY WITH THE REQUIREMENTS OF MAAB 521 CMR.2. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER PROBLEMS IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.3. ALL INDICATIONS AND NOTATIONS ON THESE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS OR COMPONENTS UNLESS CLEARLY INDICATED OTHERWISE.4. DIMENSIONS ARE TAKEN FROM THE COLUMN CENTER LINE AND ARE FROM PARTITION CENTERLINE. CLEAR DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION.5. REFER TO OVERALL FLOOR PLANS FOR DEMISING AND CORRIDOR WALL TYPES.6. ALL INTERIOR GUESTROOM WALLS TO BE TYPE 7A UNLESS NOTED OTHERWISE. REFER TO DRAWINGS LS2.01 & LS2.02 FOR WALL TYPES.7. EXTERIOR WALL AND WINDOW TYPES VARY, SEE RA1.0 SERIES FLOOR PLANS.8. PROVIDE MOISTURE RESISTANT GWB AT ALL BATHROOM WET WALLS AND CEILINGS, TYPICAL..GENERAL NOTES:9. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT.10. INSTALL BLOCKING REINFORCEMENT IN ALL BATHROOM WALLS FOR FUTURE GRAB BARS, TOILET PAPER HOLDER, TOWEL BARS AND SHOWER CURTAIN RODS.11. DASHED LINES ON FLOOR FINISH PLAN INDICATE THE REQUIRED ACCESSIBLE CLEAR MANEUVERING AREA.12. CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING SHELVES AND HANG RODS WHICH CAN BE MOUNTED TO COMPLY WITH THE REACH RANGE REQUIREMENTS OF 521 CMR.13. ALL BATHROOM VANITIES FOR GROUP 1 AND GROUP 2A UNITS (ALL UNITS) SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.14. ALL KITCHEN SINK BASES IN GROUP 1AND 2A UNITS SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR FLOOR AREA AND KNEE & TOE CLEARANCES AS REQUIRED BY 521 CMR.15. GROUP 1 UNIT KITCHENS THE UNDERMOUNT SINK MUST BE CAPABLE OF BEING REPLACED WITH A 6 1/2" DEEP SINK FOR FUTURE ADAPTABILITY. IN GROUP 2A UNIT KITCHENS A 6 1/2" DEEP SINK WITH AN OFFSET DRAIN MUST BE INSTALLED AT FIRST OCCUPANCY.ADJUSTABLESHELVINGSHOWN DASHEDW2442WA18427'-1" CLEAR8'-0"3'-0"TOEKICK4"1'-2"3'-6"4"BCFS36LB12L1"WF3-245'-0"DOOR VIEWERWOOD BASEGWB. PTD.GRANITE COUNTERTOPAND BACKSPLASHSOLIDCORE DOOR, PTD.WOOD TRIM, PTD.FINISHED WOODEND PANELWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF44" TO BOT OF FREEZER 15" WIDE COUNTERTOPPROVIDED NEXT TOREFRIGERATORINTERCOMMOUNTED 48" AFFTO CONTROLSWOOD BASE CABINETSOR PROVIDE SIDE BY SIDEW3024BCFS36L8'-0"3'-0"TOEKICK4"8'-012" CLEARWA1842BASE FILLER1'-2"3'-6"4"PAINTED GYP. BOARD10"W12422'-3"GRANITE COUNTERTOPAND BACKSPLASH15" SLIDE OUT SHELFADJACENT TO WALLOVENWOOD BASE, PTD.2'-6"EXHAUST HOOD,SWITCH IN FRONTOF BASE CABINET COOKTOPWALL OVENREMOVABLEBASE CABINETSW3039FINISHED END PANEL3'-0"COUNTERTOP AT SINKSHALL BE CAPABLE OFBEING LOWERED TO 34" AFF.GRANITE COUNTERTOPAND BACKSPLASHWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFFOPEN BEYONDSB395'-8" CLEARDISHWASHER3'-0"TOEKICK8'-0"3'-0"4"1'-2"3'-6"4"8'-034" CLEARPAINTED GYP. BOARDGRANITE COUNTERTOPWOOD SINK BASECABINET SHALL BECAPABLE OF BEINGREMOVEDBASE FILLERWOOD BASE, PTD.COUNTERTOP AT SINKSHALL BE CAPABLE OFBEING LOWERED TO 34" AFF.GARBAGE DISPOSALSWITCHWOOD UPPER CABINETSCAPABLE OF BEINGRELOCATED SO THAT THEBOTTOM OF THE CABINETIS BETWEEN 42" & 54" AFF3'-0"4"1'-2"3'-6"4"8'-0"
8'-4"8'-034" CLEARWOOD BASE, PTDGRANITE COUNTERTOPAND BACKSPLASHGWB, PTD.FINISHED END PANELAT WALL OVENK-3323SANTA ROSATOILETVITREOUS CHINA
3'-0"
3'-6"
7'-4"
4'-0"1'-6"3'-6"1"2'-6"9"GRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREMIRRORVANITY LIGHT℄REMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.TOWEL BARCERAMICTILE BASE42" CLEAR MIN.15"-19"℄2'-0"WOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATION5'-0"BLOCKING CULTURED MARBLESURROUNDWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMIC TILEBASECURVEDSHOWER RODWOOD BLOCKING2'-0"TOILET PAPERHOLDERHAND HELD SHOWER& SLIDE BARK-3323SANTA ROSATOILETVITREOUS CHINA 4'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVEDSHOWER ROD℄38"-48"CERAMICTILE BASEHAND HELDSHOWER &SLIDE BAR3'-4"3'-0"7'-0"6'-8"
3'-0"
7'-4"
4'-0"MIRRORVANITY LIGHTHAND TOWELRINGCERAMIC TILE BASE7'-0"℄GRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREREMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.5'-0"BLOCKING EQEQCULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCONTROL VALVEAND DIVERTER3'-0"
3'-6"
7'-4"3'-6"1"2'-6"9"2'-412"GRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREMIRRORVANITY LIGHT℄REMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.3'-8"
5'-0"
BLOCKING
4'-0"CULTURED MARBLESURROUNDWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMIC TILEBASECURVEDSHOWER RODWOOD BLOCKING42" CLEAR MIN.16"-18"
K-3323SANTA ROSATOILETVITREOUS CHINA1'-6"15"-19"℄3'-0"7'-4"4'-0"MIRRORVANITY LIGHTHAND TOWELRINGCERAMICTILE BASEGRANITE COUNTERTOPAND BACKSPLASH -SHALL BE CAPABLE OFBEING LOWERED TO 34"AFF IN THE FUTUREREMOVABLE VANITYBASE. PIPING SHALL BEOFFSET TO THE BACKWALL TO ALLOW FORFUTURE REQUIREDKNEE CLEARANCES.5'-0"3'-8"BLOCKING4'-0"6'-8"TOWEL BARCURVEDSHOWER RODWOOD BLOCKINGWOOD BLOCKINGAREA FOR FUTUREGRAB BARINSTALLATIONCERAMICTILE BASEEQEQCULTURED MARBLESURROUNDSHOWER HEAD℄16"-18"HAND HELD SHOWER& SLIDE BAR6'-8"
3'-8"
5'-0"
BLOCKING
2'-0"
6'-8"
7'-0"CULTURED MARBLESURROUNDSHOWER HEADWOOD BLOCKING AREAFOR FUTURE GRAB BARINSTALLATIONCONTROL VALVEAND DIVERTERCURVEDSHOWER RODTOILET PAPERHOLDERTOILET SHOWNDASHED FORCLARITY℄2'-4"CERAMICTILE BASEHAND HELDSHOWER &SLIDE BAR3'-4"3'-0"RA2.15UNIT PLANC5 ACCKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, November 1, 2018 3:07:14 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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11-02-18 REVISED CEILING HEIGHTS & SOFFITS
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.11/4" = 1'-0"UNIT C5 ACCESSIBLE FLOOR PLAN (GROUP 2A)NPLANUNIT 38121/4" = 1'-0"UNIT C5 ACCESSIBLE REFLECTED CEILING PLAN31/4" = 1'-0"UNIT C5 ACCESSIBLE FINISHES PLANA1/4" = 1'-0"ELEVATION - KITCHENB1/4" = 1'-0"ELEVATION - KITCHEND1/4" = 1'-0"ELEVATION - PENINSULAC1/4" = 1'-0"ELEVATION - KITCHENE1/4" = 1'-0"ELEVATION - BATHROOMF1/4" = 1'-0"ELEVATION - BATHROOMG1/4" = 1'-0"ELEVATION - BATHROOMH1/4" = 1'-0"ELEVATION - BEDROOMJ1/4" = 1'-0"ELEVATION - MASTER BATHROOMK1/4" = 1'-0"ELEVATION - MASTER BATHROOML1/4" = 1'-0"ELEVATION - MASTER BATHROOMM1/4" = 1'-0"ELEVATION - MASTER BEDROOM
1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"ROOMMECHANICALROOMSTORAGE1RLLOBBYRESIDENTIAL1EM2MACH.ELEV.1EL1ELECTRICMAIN1MLMAIL1RVSVESTESTIBULERESIDENTIAL1GLLEVEL 11RT3RETAIL TENANT-31RT2RETAIL TENANT-21RT1RETAIL TENANT-1GARAGEPROVIDE TEMPORARYLIGHTING AT FUTURETENANT FIT-UP SPACESPROVIDE TEMPORARYLIGHTING AT FUTURETENANT FIT-UP SPACESPROVIDE TEMPORARYLIGHTING AT FUTURETENANT FIT-UP SPACES2RA2.01REFER TO GA8.01GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO GA8.01GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAGSTGMRRA8.01RESIDEN./RETAIL REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:33:45 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.13/32" = 1'-0"RESIDENTIAL/RETAIL LEVEL REFLECTED CEILING PLANNPLANSEE 1/HA8.01SEE 1/HA8.01SEE 1/GA8.01
SEE 1/GA8.01
ROOM2WRLEVEL 22GL2SR1181718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"181718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"181718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"WATERGARAGESTORAGEELEVATOR4RA2.01REFER TO A8.01 RESIDENCE/RETAIL ENTRY FORREFLECTED CEILING PLANINFORMATIONREFER TO A8.01 RESIDENCE/RETAIL ENTRY FORREFLECTED CEILING PLANINFORMATIONREFER TO GA8.01GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO GA8.02GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREA1RT3RETAIL TENANT-31RT2RETAIL TENANT-21RT1RETAIL TENANT-1RA8.02RESIDENTIALLEV 2 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:34:23 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.23/32" = 1'-0"RESIDENTIAL LEVEL 2 REFLECTED CEILING PLANNPLANSEE 2/GA8.02SEE 2/GA8.02
C5R-381STAIR-33ST3STAIR-23ST2LEVEL 33GL3RTRTRASH ROOMC4R-383B2R-385C6R-387CORRIDOR-3R3CR3ELEV. LOBBY3RELMAILROOMBELOWA2R-391C3R-393CORRIDOR-43CR4ELECTRICROOMBELOWRESIDENCELOBBYBELOWC3R-395A1R-3971518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"ACCESSIBLEGARAGESTORAGE3RSRRESIDENTIALFITNESS3RFCRESIDENTIALRESIDENTIALRESIDENCEREFER TO GA8.03GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO GA8.03GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATION2'-
0
"EQEQA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.9'-0"A.C.T.9'-0"A.C.T.9'-0"A.C.T.8'-0"B.O.D.OPEN8'-0"15'-0"6"6"8'-97 16"6'-11716"6"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"20'-0"REFER TO RA2.01 ENLARGED RESIDENCE ENTRYFOR REFLECTED CEILING INFORMATION10'-0"8'-038"16'-0"4'-0"10'-018"10'-018"6"6"6"
6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8-0"GWB7'-8"G.W.B8'-0"5'-0"EQEQG.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.E
Q
E
Q
6"6"6"6"
6"
6"6"6"3'-6"3'-6"
EQ EQ EQEQEQEQ10'-0"10'-0"EQEQ
TYPTYPTYP
EQEQ2'-
6
"
24'-0"5'-0"12'-0"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"RA8.03RESIDENTIALLEV 3 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:36:52 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
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.33/16" = 1'-0"RESIDENTIAL LEVEL 3 REFLECTED CEILING PLANNPLANSEE 3/HA8.03SEE 3/HA8.03
C5R-381STAIR-33ST3STAIR-23ST2LEVEL 33GL3RTRTRASH ROOMC4R-383B2R-385C6R-387CORRIDOR-3R3CR3ELEV. LOBBY3RELMAILROOMBELOWA2R-391C3R-393CORRIDOR-43CR4ELECTRICROOMBELOWRESIDENCELOBBYBELOWC3R-395A1R-3971518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
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"ACCESSIBLEGARAGESTORAGE3RSRRESIDENTIALFITNESS3RFCRESIDENTIALRESIDENTIALRESIDENCEREFER TO GA8.03GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO GA8.03GARAGE REFLECTEDCEILING PLAN FORREFLECTED CEILINGPLAN THIS AREAREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATION2'-
0
"EQEQA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"S.A.C.T.8'-4"A.C.T.9'-0"A.C.T.9'-0"A.C.T.9'-0"A.C.T.8'-0"B.O.D.OPEN8'-0"15'-0"6"6"8'-97 16"6'-11716"6"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"20'-0"REFER TO RA2.01 ENLARGED RESIDENCE ENTRYFOR REFLECTED CEILING INFORMATION10'-0"8'-038"16'-0"4'-0"10'-018"10'-018"6"6"6"
6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8-0"GWB7'-8"G.W.B8'-0"5'-0"EQEQG.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.E
Q
E
Q
6"6"6"6"
6"
6"6"6"3'-6"3'-6"
EQ EQ EQEQEQEQ10'-0"10'-0"EQEQ
TYPTYPTYP24'-0"5'-0"12'-0"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"
G.
W
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B
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9'-
2
"
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9'-
6
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LA
N
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G.
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.
B
.RA8.03RESIDENTIALLEV 3 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 1:43:33 PM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
.
.
.33/16" = 1'-0"RESIDENTIAL LEVEL 3 REFLECTED CEILING PLANNPLANSEE 3/HA8.03SEE 3/HA8.03
A.C.T.8'-0"STAIR-34ST3STAIR-24ST2C1R-480A3R-482B1R-486C1R-490C1R-492C1R-494C1R-496C2R-489A2R-491C3R-493C3R-495A1R-497C5R-481C4R-483B2R-485C6R-487GENERATORACCESSIBLE
1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"8'-0"15'-0"6"6"6'-11716"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"28'-0"10'-0"8'-038"16'-0"6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.6"6"6"6"
6"
6"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONG.W.B8'-0"REFER TO RA2 SERIES ENLARGED RESIDENCE UNITPLANS FOR REFLECTED CEILING INFORMATIONCORRIDOR-3R4CR3CORRIDOR-44CR46'-034"1'-6"8'-9"1'-6"6"6"
24'-0"5'-0"12'-0"9'-858"4'-6"EQEQ
2'-
0
"EQEQEQEQ4'-
0
"
3'-112"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"4'-0"RA8.04RESIDENTIALLEV 4 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:37:50 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.43/32" = 1'-0"RESIDENTIAL LEVEL 4 REFLECTED CEILING PLANNPLANSEE 4/HA8.04SEE 4/HA8.04
A.C.T.8'-0"STAIR-34ST3STAIR-24ST2C1R-480A3R-482B1R-486C1R-490C1R-492C1R-494C1R-496C2R-489A2R-491C3R-493C3R-495A1R-497C5R-481C4R-483B2R-485C6R-487GENERATORACCESSIBLE
1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-4"A.C.T.8'-0"8'-0"15'-0"6"6"6'-11716"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"28'-0"10'-0"8'-038"16'-0"6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.6"6"6"6"
6"
6"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONG.W.B8'-0"REFER TO RA2 SERIES ENLARGED RESIDENCE UNITPLANS FOR REFLECTED CEILING INFORMATIONCORRIDOR-3R4CR3CORRIDOR-44CR46'-034"1'-6"8'-9"1'-6"6"6"
24'-0"5'-0"12'-0"9'-858"4'-6"EQEQ
2'-
0
"EQEQ3'-112"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"4'-0"
G.
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B
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7'-
8
"
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A
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8'-
0
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SL
O
P
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D
G.
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B
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D
G.
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.
B
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LA
N
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I
N
G
G.
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.
B
.RA8.04RESIDENTIALLEV 4 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:48:25 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
.
.
.43/32" = 1'-0"RESIDENTIAL LEVEL 4 REFLECTED CEILING PLANNPLANSEE 4/HA8.04SEE 4/HA8.04
C5R-581STAIR-35ST3STAIR-25ST2C4R-583B2C6C1R-580A3R-582B1R-586C1R-590C1R-592C1R-594C1R596C2R-589A2R-591C3R-593C3R-595A1R-597ACCESSIBLE1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"CORRIDOR-3R5CR3CORRIDOR-45CR4REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONA.C.T.9'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"8'-0"15'-0"6"6"6'-11716"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"28'-0"10'-0"8'-038"16'-0"6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.6"6"6"6"
6"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONG.W.B8'-0"REFER TO RA2 SERIES ENLARGED RESIDENCE UNITPLANS FOR REFLECTED CEILING INFORMATION6'-034"1'-6"8'-9"1'-6"6"6"
24'-0"5'-0"12'-0"3'-112"9'-858"4'-6"EQ
2'-
0
"EQEQEQEQ4'-
0
"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"4'-0"RA8.05RESIDENTIALLEV 5 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:39:03 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
.
.
.
.53/32" = 1'-0"RESIDENTIAL LEVEL 5 REFLECTED CEILING PLANNPLANSEE 5/HA8.05SEE 5/HA8.05
C5R-581STAIR-35ST3STAIR-25ST2C4R-583B2C6C1R-580A3R-582B1R-586C1R-590C1R-592C1R-594C1R596C2R-589A2R-591C3R-593C3R-595A1R-597ACCESSIBLE1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"CORRIDOR-3R5CR3CORRIDOR-45CR4REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONA.C.T.9'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-4"A.C.T.8'-0"8'-0"15'-0"6"6"6'-11716"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"28'-0"10'-0"8'-038"16'-0"6"6"6"6"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.6"6"6"6"
6"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONG.W.B8'-0"REFER TO RA2 SERIES ENLARGED RESIDENCE UNITPLANS FOR REFLECTED CEILING INFORMATION6'-034"1'-6"8'-9"1'-6"6"6"
24'-0"5'-0"12'-0"3'-112"9'-858"4'-6"EQ
2'-
0
"EQEQ6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"EQEQ6'-0"4'-0"
G.
W
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B
.
7'-
8
"
S.
A
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C
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8'-
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D
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B
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D
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B
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LA
N
D
I
N
G
G.
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.
B
.RA8.05RESIDENTIALLEV 5 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:49:24 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
.
.
.53/32" = 1'-0"RESIDENTIAL LEVEL 5 REFLECTED CEILING PLANNPLANSEE 5/HA8.05SEE 5/HA8.05
C5R-681STAIR-36ST3C4R-683B2R-685C6R-687C1R-680A3R-682B1R-686C1R-690C1R-692C1R-694C1R-696C2R-689A2R-691C3R-693C3R-695A1R-6971518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"CORRIDOR-3R6CR3CORRIDOR-46CR4REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"15'-0"6"6"6"6"6'-11716"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"28'-0"10'-0"8'-038"16'-0"6"6"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.6"6"6"6"
6"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONG.W.B8'-0"REFER TO RA2 SERIES ENLARGED RESIDENCE UNITPLANS FOR REFLECTED CEILING INFORMATION6'-034"1'-6"8'-9"1'-6"6"6"
8'-0"24'-0"5'-0"12'-0"3'-112"9'-858"4'-6"EQ
2'-
0
"EQEQEQEQ4'-
0
"EQEQ6'-0"4'-0"G.W.B8'-0"RA8.06RESIDENTIALLEV 6 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 25, 2018 10:30:18 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
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.
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.
.63/32" = 1'-0"RESIDENTIAL LEVEL 6 REFLECTED CEILING PLANNPLANSEE 6/HA8.06SEE 6/HA8.06
C5R-681STAIR-36ST3C4R-683B2R-685C6R-687C1R-680A3R-682B1R-686C1R-690C1R-692C1R-694C1R-696C2R-689A2R-691C3R-693C3R-695A1R-6971518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
2
3
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"CORRIDOR-3R6CR3CORRIDOR-46CR4REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONREFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONA.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-0"A.C.T.8'-4"A.C.T.8'-0"15'-0"6"6"6"6"6'-11716"6"6"6'-0"32'-0"6'-0"24'-0"6'-0"32'-0"6'-078"28'-0"10'-0"8'-038"16'-0"6"6"6"6"GWB7'-8"G.W.B8'-0"A.C.T.8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"GWB7'-8"GWB7'-8"G.W.B8'-0"GWB7'-8"GWB7'-8"G.W.B8'-0"G.W.B8'-0"GWB7'-8"CENTER LIGHT FIXTUREIN GWB CEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.CENTER LIGHTFIXTURE IN GWBCEILING, TYP.6"6"6"6"
6"REFER TO RA2 SERIES ENLARGED RESIDENCE UNIT PLANS FOR REFLECTED CEILING INFORMATIONG.W.B8'-0"REFER TO RA2 SERIES ENLARGED RESIDENCE UNITPLANS FOR REFLECTED CEILING INFORMATION6'-034"1'-6"8'-9"1'-6"6"6"
8'-0"24'-0"5'-0"12'-0"3'-112"9'-858"4'-6"EQ EQEQ6'-0"4'-0"G.W.B8'-0"S.A.C.T.8'-0"RA8.06RESIDENTIALLEV 6 REFLECTEDCEILING PLANKKSCO c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Friday, November 2, 2018 11:50:36 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
10-26-18 FOR BUILDING PERMIT
.
.
.
11-02-18 UPDATED STAIR CEILING
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.63/32" = 1'-0"RESIDENTIAL LEVEL 6 REFLECTED CEILING PLANNPLANSEE 6/HA8.06SEE 6/HA8.06