HomeMy WebLinkAbout2019-02-01 Bid Set With Addendum 1Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
JULY 13, 2018
L-1.1
PLANTING PLAN (SOUTH)
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MATCHLINE - SEE SHEET L-1.0
PLANT SCHEDULE SHEET L-1.1
FINAL CONSTRUCTION DOCUMENTS
2A-A5.21A-A5.11A-A5.13" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.DNDN3" RADONRISERLOCATION,TYP.3" RADON RISERLOCATION, TYP.UPDNDNDN3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.CUT OPEN HOLE 6" TO 18" RADIUSCUT HOLE IN EXIST'GSLAB FOR 3" RADON RISERSEALANT AROUND PIPE3" RADON RISER TO ROOF-TOPEXHAUST FAN. SEAL ALL JOINTS,TYP. & PROVIDE IDENTIFICATIONOF PIPE ON EACH FLOOR OF BLDG.1BUILDING A - LEVEL ONEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT 1/8" = 1'-0"9/6/2016 9:22:16 AM
EV1.1BUILDINGSA, C, D, E, F, G, LRADONMITIGATIONPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No.DescriptionDateGlastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive 1/16" = 1'-0"2BUILDING A - LEVEL TWO7BUILDING E - LEVEL ONE8BUILDING E - LEVEL TWO5BUILDING D - LEVEL ONE6BUILDING D - LEVEL TWO 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"BUILDING C - LEVEL ONE 1/16" = 1'-0"4BUILDING C - LEVEL TWO 1/16" = 1'-0"39BUILDING F - LEVEL ONE 1/16" = 1'-0"10BUILDING F - LEVEL TWO 1/16" = 1'-0"12BUILDING L - LEVEL ONE 1/16" = 1'-0"11BUILDING G - LEVEL ONE 1/16" = 1'-0"13TYPICAL SUB-SLAB DEPRESSURIZATION DETAIL 1" = 1'-0"Final CD's7/13/18
DNDN3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISER LOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP. 1/16" = 1'-0"1BLDG B - SUB-BASEMENT 1/8" = 1'-0"9/6/2016 9:22:16 AM
EV1.2BUILDINGSB, H, J, K, MRADONMITIGATIONPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTGlastonbury, Connecticut 06033860 652 8227300 Winding Brook Drive2BLDG B - BASEMENT3BLDG B - LEVEL 1 1/16" = 1'-0" 1/16" = 1'-0"4BLDG B - LEVEL 2 1/16" = 1'-0"5BLDG B - LEVEL 3 1/16" = 1'-0"6BLDG B - LEVEL 4 1/16" = 1'-0" 1/16" = 1'-0"7BUILDINGS H, J, K & M - LEVEL ONEFinal CD's7/13/18
1. CONTRACTOR SHALL COMPLY WITH ALL STATE LOCAL AND FEDERAL REGULATIONS.2. CONTRACTOR SHALL PROTECT ALL EXISTING TREES AND SHRUBS SCHEDULED TO REMAIN & SHALL PROTECT EXISTING ADJACENT BUILDING3. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS4. NO CONSTRUCTIONS MATERIALS SHALL BE STORED WITHIN THE DRIP LINE OF EXISTING TREES5. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE GIVEN FROM FACE OF FRAMING TO FACE OF FRAMING UNLESS OTHERWISE INDICATED6. PROVIDE SOLID WOOD BLOCKING (FIRE RETARDANT IN RATED LOCATIONS) FOR WALL AND CEILING MOUNTED ITEMS7. ALL WALLS WITH INSULATION (ACOUSTIC OR THEMAL) TO EXTEND TO UNDERSIDE OF SHEATHING OR SOLID FRAMING ABOVE AND ALL JOINTS AND SEAMS SHALL BE SEALED8. FOR RATED ASSEMBLIES, CONSTRUCTION MUST CONFORM TO SPECIFIC U.L. DESIGN OR GYPSUM ASSOCIATION ASSEMBLIES9. ALL RATED WALLS SHALL BE EXTEND TO UNDERSIDE OF SHEATHIMG ABOVE AND SHALL BE SEALED WITH FIRE SAFE CAULK. ALL JOINTS, SEAMS AND PENETRATIONS TO BE FIRE-CHAULKED WITH 4800 00/DW 10. ALL WALLS AROUND PIPE & DUCT CHASES TO BE FIRE RATED 11. CUT AND PATCH ALL OPENINGS REQUIRED FOR NEW ELECTRICAL, PLUMBING AND HVAC WORK WHETHER SHOWN ON THIS PLAN OR NOT.12. FILL SOLID ANY OPENINGS OR PENETRATTION IN WALL, CEILING, AND FLOOR SURFACES WITHIN THE CONTRACT AREA WITH EQUIVALENT MATERIAL AND THICKNESS OF THE ADJACENT SURROUND SURFACE, WHETHER EXPOSED OR NOT.13. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE GIVEN FROM FACE OF FRAMING TO FACE OF FRAMING UNLESS OTHERWISE NOTED.14. GYPSUM BOARD TO BE MOLD RESISTANT IN ALL TOILET ROOMS AND AT BACK WALLS OF ALL KITCHENS. GYPSUM BOARD TO BE FIRE CODE AT ALL RATED CONDITIONS. WHEN A RATED WALL OCCURS AT A TOILET ROOM, ETC., USE FIRE CODE, MOLD RESISTANT TYPE "X" GYPSUM BOARD. 5/8" TYPE C (F.C) GYPSUM WALL BOARD MUST EXTEND BEHIND BATHTUB ENCLOSURES AT ALL RATED CONDITIONS.15. INSTALL FIRE BLOCKING AS REQUIRED PER STATE OF CONNECTICUT BUILDING CODE SECTION 717 FOR CONCEALED SPACES OF ALL NEW CONSTRUCTION. INSTALL FIRE BLOCKING AS REQUIRED PER STATE OF CONNETICUT BUILDING CODE SECTTIONS 712 AND 716 AT PENETRATIONS MADE BY ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS16. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF SHEAR WALLS WHICH REQUIRE ADDITIONAL LAYERS OF WOOD STRUCTURAL PANELS FRAMING, BLOCKING & FURRING17. G.C SHALL PROVIDE & INSTALL FRAMING, BLOCKING, FURRING, AND FINISH MATERIAL AS REQUIRED FOR SOFFITS, CEILINGS, AND CEILINGS SLOPES SHOWN ON DRAWINGS AS REQUIRED TO ENCLOSE MATERIALS AND EQUIPMENT FOR DIVISION 15 AND 16 WORK.18. G.C. SHALL PROVIDE & INSTALL FRAMING, BLOCKING, FURRING, AND FINISH MATERIAL AS REQUIRED FOR SHAFTS & FURRED OUT WALLS SHOWN AS REQUIRED TO ENCLOSE MATERIALS AND EQUIPMENT FOR DIVISION 15 AND 16 WORK.HANGING & MOUNTING FOR DIVISION 15 & 16 WORK19. G.C. AND/OR SUBCONTRACTOR TO PROVIDE & INSTALL FRAMING, BLOCKING, FURRING, HANGERS, AND STRAPS AS REQUIRED FOR PIPEING,DUCTS, RACEWAYS, AND EQUIPMENT SPECIFIED ON DIVISION 15 & 16 DRAWINGS. MOUNTING AND ATTACHMENT METHODS TO BE COMPLY WITH RECOMMENDED DETAILS OF LUMBER/FRAMING MANUFACTURER.GENERAL NOTES1. PROVIDE FIRE-BLOCKING (AS DEFINED BY BUILDING CODE SECTION 702.1 AND DETAIL BELOW) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING AT THE CEILING, FLOOR AND ROOF LEVELS.2. PROVIDE FIRE-BLOCKING (AS DEFINED BY BUILDING CODE SECTION 702.1 AND DETAIL BELOW) AT ALL INTERCONNECTIONS BETWEEN VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS OVER CABINETS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS.3. PROVIDE FIRE-BLOCKING (AS DEFINED BY BUILDING CODE SECTION 702.1 AND DETAIL BELOW) IN CONCEALED SPACES BETWEEN STAIRWAY STRINGERS AT THE TOP AND BOTTOM OF THE RUN.4. ALL PENETRATIONS @ RATED ASSEMBLIES AND NON-RATED ASSEMBLIES TO BE FIRE-CAULKED WITH ASTM.E-136 TESTED FIRESTOP SEALANT,5. RATED ASSEMBLIES TO EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. JOINTS TO BE FIRE CAULKED WITH ASTM. E-136 TESTED FIRESTOP SEALANT.6. SEE PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS ON PENETRATIONS, BLOCKING, AND SEALANT.FIRE BLOCKING & CAULKINGEXISTING WALL CONST. TO REMAIN -PLANSMATERIAL SYMBOLSCONCRETE IN SECTIONBRICK IN SECTIONCONCRETE MASONRY UNIT (C.M.U) IN SECTION CRUSHED GRAVEL FILL IN SECTIONCOMPACTED BACKFILL IN SECTIONUNDISTURBED SOIL IN SECTIONFINISH WOOD TRIM IN SECTIONGYPSUM BOARD IN SECTIONPLYWOOD IN SECTIONSPRAY FIBERGLASS INSULATION IN SECTIONCELLULOSE INSULATION IN SECTIONBATT INSULATION IN SECTIONRIGID INSULATION IN SECTIONNOMINAL LUMBER IN SECTIONBLOCKING IN SECTIONCONSTRUCTION SYMBOLS1011tDETAIL SECTION TAG -CUTDETAIL SECTION TAG -BUBBLEBUILDING SECTION TAG WINDOW TAG -SEE WINDOW SCHEDULEDOOR TAG -SEE DOOR SCHEDULEREVISION CLOUD AND TAGWALL TYPE TAGFLOOR/ LEVEL ELEVATION TAGINTERIOR ELEVATION TAGACCESSIBLE SYMBOL1t1A101SIMA1011SIMA1011Ref1Ref1Ref1RefFLOOR / LEVELEL: X'-X"A1011SIMAREA OF REFUSE ABOVE COUNTER ABOVE FINISHED FLOOR ALUMINIUM AIR CONDITIONING AVERAGE BEAM BOARD BOTTOM BOTTOM OF FOOTING BUILDING CEILING CENTER LINE CENTIMETER CERAMIC TILE COLD FORMED METAL FRAMINGCOLD WATER COLUMN CONTROL JOINT CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOS DEEP OR DEPTH DEMOLITION DETAIL DIAMETER DIMENSION DOWN DRAWING DRINKING FOUNTAIN EACH ELECTRIC ELECTRIC WATER COOLER EQUIPMENT EXHAUST FAN EXISTING EXTERIOR FEET FIRE CODE FIBERGLASS FLUORESCENT FULL SIZE OR SCALE GALVANIZED GAUGE GYPSUM BOARD HARDWOOD HANDICAPPED HEIGHT HORIZONTAL HOT WATER INCH INSULATION INTERIOR LAVATORY LAMINATED VENEER LUMBER MANUFACTURER MASONRY OPENING MATERIAL MAXIMUM MEDIUM DENSITY OVERLAY ABBREVIATIONSMECHANICAL METER MILIMETER MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOUNTED NOMINAL NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING PARTITION PLASTIC LAMINATE PLYWOOD QUARRY TILE RAIN WATER LEADER REFERENCE REINFORCE REQUIRED RISER ROOM ROUGH OPENING SANITARY SHEET SIMILAR SERVICE SINK SPECIFICATIONS SQUARE EDGE SQUARE FEET SQUARE INCHES SQUARE YARD STAINLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED SYSTEM TELEPHONE THICKNESS OR THICK TEMPORARY THRESHOLD TONGUE & GROOVE TO MATCH EXISTING TOP OF_ TOP OF CONCRETE TOP OF SUBFLOOR TREAD TYPICAL VAPOR BARRIER VENT THROUGH ROOF VERIFY IN THE FIELD VERTICAL VINYL COMPOSITION TILE WATER CLOSET WEIGHT WELDED WIRE FABRIC WIDTH OR WIDE WITH WITHOUT A.O.RA.CA.F.FALUM.A/CAVG.BM.BRD.BTM.B.O.FBLDG.CLG.℄CMC.T.C.F.M.F.C.W.COL.C.J.CONC.C.M.U.CONSTR.CONT.DDEMO DET.∅OR DIA.DIM.DNDWG.D.F.EA.ELEC.E.W.C.EQUIP.E.F.EXTG.EXT.FT. OR ( ' )F.C.F.G.FLUOR.F.S.GALV.GA.GYP. BD.HDWDH/C OR H.C.HT.HORIZ.H.W.( " ) OR IN.INSUL.INT.LAV.LVLMFR.M.O.MAT'LMAX.M.D.O.MECH.MMIL.MIN.MISC.MRMTD.NOM.N.I.C.N.T.S.O.S.O.D.OPNG.PART'NPL. LAM.PLYWD.Q.T.RWLREF.REINF.REQ'DRRM.RO.SAN.SHT.SIM.SERV. SINKSPECS.S.E.S.F.S.I.S.Y.S.S.STD.STL.STRUCT.SUSP.SYS.TEL.TH.TEMP.THRESH.T>.M.E.T.O.T.O.C.T.O.S.TTYP.V.B.V.T.RV.I.F.VERT.V.C.T.W.C.WT.W.W.F.WW/W/OScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"R.1NOTESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date
SCOPE OF WORKSOURCE:2012 INTERNATIONAL EXISTING BUILDING CODE2012 CT AMENDMENTS2012 INTERNATIONAL FIRE CODE2012 NFPA 101: LIFE SAFETY CODEWHEN REFERRED TO BY THE 2012 IEBC:2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL PLUMBING CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE2014 NFPA 70: NATIONAL ELECTRICAL CODE (NEC)2009 ICC/ ANSI A117.1 ACCESSIBLE & USABLE BUILDINGS & FACILITIESGENERAL BUILDING CODE INFORMATIONTHE SCOPE OF WORK FOR THIS PROJECT INVOLVES THE RENOVATION OF AN EXISTING FACTORY BUILDING COMPLEX. THE BUILDINGS ARE BEING EVALUATED UNDER CHAPTER 10 OF THE 2012 INTERNATIONAL EXISTING BUILDING CODE. COMPLIANCE WITH PORTIONS OF THE 2012 INTERNATIONAL BUILDING CODE AND 2005 CONNECTICUT FIRE SAFETY CODE IS ALSO PROVIDED AS DIRECTED THROUGH THE INTERNATIONAL EXISTING BUILDING CODE. A CHANGE OF USE IS PROPOSED FROM THE ASSUMED EXISTING USE OF FACTORY, LOW HAZARD (F-2) TO RESIDENTIAL (R-2). THE COMPLEX WILL CONTAIN 73 RESIDENTIAL DWELLING UNITS AND ACCESSORY USES.PROVIDED BLDG FGHJKMPROVIDED BLDG EPROVIDED BLDG DPROVIDED BLDG ABCUSE GROUP CLASSIFICATION (IEBC 1012.1, IBC 302)SPRINKLER SYSTEM (IEBC 1012.1)INTERIOR FINISH (IEBC 1012.1, IBC 302 & T803.9)MEANS OF EGRESS (IEBC 1012.1, IBC CH.10)NUMBER OF EXIT (1018.1)COMMON PATH (1013.3)TRAVEL DISTANCE (1015.1)CORRIDOR WIDTH (1016.1)EGRESS STAIR WIDTH (1009.1)HEIGHT AND AREA (IEBC 1012.5, IBC T503)CONSTRUCTION CLASSIFICATIONHEIGHT LIMITAREA LIMITFIRE RESISTANCE RATINGS (IBC T601)LOADBEARING EXTERIOR WALLSNONLOADBEARING EXTERIOR WALLSLOADBEARING INTERIOR WALLSNONLOADBEARING INTERIOR WALLSENCLOSURE OF SHAFTS (IEBC 1012.7, IBC 706)STAIR ENCLOSURES (IEBC 1012.7.2)SHAFT ENCLOSURES (IEBC 1012.7.3)FIRE WALLS (705.4)FIRE BARRIERS (IBC 706)SHAFT ENCLOSURES (706.3.1 & 707.4)EXIT ENCLOSURES (706.3.2 & 1019.1)EXIT PASSAGEWAY (706.3.3 & 1020.1)HORIZONTAL EXIT (706.3.4 & 1021.1)INCIDENTAL USE AREAS (706.3.5 & T302.1.1)SEP. OF MIXED OCCUPANCIES (706.3.6 & 302.3.2)SINGLE OCCUPANCY FIRE AREAS (T706.3.7)FIRE PARTITIONS (708.1)DWELLING UNIT SEPARATION (708.3)EXIT ACCESS CORRIDORS (708.1 & 1016.1)R-2NFPA 13? MEANS PROVIDED?'?'?"?"NFPA 13RR-2? MEANS PROVIDED?'?'?"?"NFPA 13RR-2? MEANS PROVIDED?'?'?"?"NFPA 13RR-2? MEANS PROVIDED?'?'?"?"3B3B3B3B5 STORIES/?' + BASEMENT2 STORIES/?'2 STORIES/?'1 STORY/?' + BASEMENT??? S.F./FLR ON LARGEST FLR??? S.F./FLR??? S.F./FLR??? S.F./FLR ON LARGEST FLR2 HRN/A0 HR0 HRN/AN/AN/AN/AN/AN/AN/AN/A1 HR1 HR2 HRN/A0 HR0 HRN/AN/AN/AN/AN/AN/AN/AN/A1 HR1 HR2 HRN/A0 HR0 HRN/AN/AN/AN/AN/AN/AN/AN/A1 HR1 HR2 HRN/A0 HR0 HRN/AN/AN/AN/AN/AN/AN/AN/A1 HR1 HRF-2 EXISTINGNONE EXISTINGPER OCCUPANT LOAD & TD75'250'44"36"-44"3BALLOWED: 4 STORIES/55'5 STORIES/75' W/NFPA 13 SPRINKLERSALLOWED: 16,000 S.F./FLR 48,000 S.F./FLR W/NFPA 13 SPRINKLERSREQUIRED: 2 HRREQUIRED: 0 HRREQUIRED: 0 HRREQUIRED: 0 HR2 STORIES: 0 HR3 STORIES: 1 HR4+ STORIES: 2 HR2-5 STORIES W/SPRINKLERS: 0 HR6+ STORIES: 2 HRN/AN/A, SEE SHAFT ENCLOSURES ABOVEN/A, SEE SHAFT ENCLOSURES ABOVEN/AN/AANY LAUNDRY OR STORAGE RMS OVER 100 SF? ANY FURNACE RM EQUIPMENT OVER 400,000 BTU?ANY ASSEMBLY AREAS OVER 750 SF?N/A1 HR OR 1/2 HR W/NFPA 131 HR OR 1/2 HR W/NFPA 13 OR 13ROCCUPANT LOAD (AS NOTED ON PLANS)ASSEMBLY = ?STORAGE/ MECHANICAL = ?ACCESSORY (OFFICE, RESTRMS, SEC., MAINT., LAUNDRIES.,)=?RESIDENTIAL = ?TOTAL BUILDING OCCUPANT LOAD = ?HANDICAPPED ACCESS PROVIDED, REFER TO PLANSScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"R.2NOTESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063TYPICAL PROJECT-WIDE EXTERIOR RENOVATION NOTES:1. LOW SLOPED ROOFING ASSEMBLY:A. REPLACE EXISTING ROOFING SYSTEM WITH NEW SINGLE PLY MEMBRANE ROOFING OVER 8" POLYISOCYANURATE RIGID INSUATION (R40).B. REBUILD EXISTING FASCIAS & SOFFITS.NOTE, TEST EXISTING EXTERIOR WOOD FOR LEAD BASED PAINT.IF LEAD IS FOUND, THEN ALL EXISTING WOOD SHALL BE RESTORED IN CONFORMANCE WITH EPA STANDARDS.C. INSTALL NEW 0.032" PREFIN ALUM 6" BOX GUTTERS AND 0.027" PREFIN ALUM 6" SQ DOWNSPOUTS.REFER TO SPECIFIC COMMENTS FOR EACH BUILDING ON THE ELEVATIONS.2. SLOPED ROOFING (>4:12):A. REMOVE EXISTING ROOFING, INCLUDING ALL SHEATHINGB. INSTALL NEW 3/4" EXTERIOR PLYWD SHEATHINGC. INSTALL (2) LAYERS 15# ASPHALT FELT PAPERD. INSTALL NEW ASPHALT SHINGLESE. PROVIDE 36" WIDE STRIP OF ICE & WATER SHIELD ALONG ALL EAVES, VALLEYS AND RIDGESF. PROVIDE NEW 0,032" PREFIN ALUM DRIP EDGEG. PROVIDE NEW 0.032 6" DIA HALF ROUND PREFIN ALUM GUTTERS AND 0.027" DOWNSPOUTS.PROVIDE PRECAST CONC SPLASHBLOCKS AT BASE OF ALL DOWNSPOUTS (PREFIN ALUM TO DIVERT WATER AWAY FROM BLDG)H. PROVIDE MIN 8" OPEN CELL SPARY ICYNENE INSULATION BELOW THE SHEATHING (MIN R40)I. PROVIDE CEILING FINISH, SEE FINISH SCHEDULE.ICYENE MUST NOT BE EXPOSED TO VIEW.IF NOT FINISHED CLG IS SPEC'D, THEN -INSTALL FSK PAPER OR SPRAY APPLIED FIRE RETARDANT3. EXTERIOR MASONRY WALLS:a. REPOINT THE UNDERSIDE OF EVERY SILLb. ALL EXTERIOR WALLS TO BE RESTORED.EACH BLDG HAS SPECIFIC RESTORATION NEEDS AS NOTED ON THE DRAWINGS.c. CONTRACTOR TO SUBMIT UNIT COSTS FOR REPOINTING, BRICK REPLACEMENT AND STONE REPLACEMENT.d. EACH BLDG REQUIRES DIFFERENT LEVELS OF MASONRY REPLACEMENT AND REPOINTING.SEE DRAWINGS.e. COORDINATE ALL MASONRY REPAIRS WITH STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL ENGINEER TO VERIFY ALL ITEMS SCHEDULED TO BE REMOVED AS "NON-STRUCTURAL" PRIOR TO THEIR REMOVAL.ANY ITEMS DEEMED STRUCTURALLY INTEGRAL TO THE BUILDING THAT ARE SCHEDULED FOR REMOVAL MUST BE ADDRESSED BY THE DESIGN TEAM PRIOR TO THEIR REMOVAL.f. MASONRY CONTRACTOR TO RETAIN A MATERIAL SPECIALIST TO TAKE SEVERAL 9" CORE SAMPLES (MIN 3 WYTHES THICK) OF EXISTING BRICK AND MORTAR.EVALUATE CONDITION OF THE EACH.COMFIRM STRUCTURAL INTEGRITY OF THE BRICK AND MORTAR FOR STRENGTH AND COMPOSITION.DETERMINE THE APPROPRIATE MORTAR TYPE FOR REPOINTING PRIOR TO RESTORATION OF PROJECT.g. MASONRY CONTRACTOR TO SUBMIT A MEANS AND METHODS STATEMENT FOR REVIEW AND APPROVALE PRIOR TO COMMENCE OF ANY RESTORATION WORK FOR THIS PROJECT.THE MEANS AND METHODS SUBMITTAL MUST INCLUDE, BUT NOT LIMITED TO, THE GOLLOWING: A. TYPES OF EXISTING BRICK AND MORTAR (NEW BRICKS AND MORTAR TO MATCH AND ALIGN WITH EXISTING) B. SOURCES FOR MATCHING NEW BRICK TO EXISTING C. SAMPLES OF NEW BRICKS AND THEIR RESPECTIVE LOCATIONS D. SCOPE AND QTY OF NEW MASONRY REQUIRED (INCLUDING STONE) E. REPOINTING AND BRICK REPLACEMENT METHODS, INCLUDING INSTALLATION OF CONTROL JOINTS WHERE INDICATE-REMOVE ALL EXISTING DOORS AND WINDOWS.INSTALL NEW WINDOW/DOOR ASSEMBLY W/ PERIMETER SEALANT & BACKER ROD (NEW WINDOW/DOOR ASSEMBLY TO FOLLOW ORIGINAL SETBACK DEPTH FROM FACE OF MASONRY-CLEAN ALL MASONRY AND STONE SURFACES W/ MILD DETERGENT4. REROUTE ALL EXISTING POWER DISTRIBUTION LINES FOR PROJECT SO THERE IS NOTHING ON THE ROOFS OF ANY BUILDING.5. REMOVE ALL SURFACE MOUNTED CONDUIT, PIPING, HVAC EQUIPMENT, MISC NON STRUCTURAL WOOD... FROM ALL EXTERIOR WALLS.6. REMOVE ALL VEGETATION FROM SURFACES OF BUILDING.7. REPLACE ALL WINDOWS AND DOORS THROUGHOUT THE PROJECT, INCLUDING FRAME ASSEMBLIES8. REMOVE ALL APPURTENANCES ON THE EXISTING ROOFS (CHINMEYS, VENTILATORS, CABLE HARNESSES...)No. Description Date
WALL TYPE 02 -RATED CORRIDOR WALL5/8" FIRECODE "X" GWB3" MIN. SOUND ATTENUATIONFIRE BLANKET, (SAFB)5/8" FIRECODE "X" GWBWALL TYPE 04 -RATED ELEVATOR CMU WALL1. FIRE CAULK ALL PENETRATIONS.2. FIRE BLOCKING AT AIR SPACE PRE CODE3. EXTEND TO RATED HORIZONTAL ASSEMBLY.4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.FIRE RATING: 3 HR UL # (U914)SOUND RATING: STC ± 56 FOR CMU W/SOLID CORE7 5/8" CMU, MORTAR CORES SOLID1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 01 -RATED UNIT SEPARATION WALLFIRE RATING: 1 HR UL # (U465) SOUND RATING: STC ± 54 (RAL-TL90-344)6" METAL FRAMING @ 16" O.C.5/8" FIRECODE "X" GWB3" MIN. SOUND ATTENUATIONFIRE BLANKET, (SAFB)1/2" 25 GA. RESILIENT CHANNELS@ 16" O.C. VERTICALLY5/8" FIRECODE "X" GWB1. FIRE CAULK ALL PENETRATIONS.2. FIRE BLOCKING AT AIR SPACE PRE CODE3. EXTEND TO RATED HORIZONTAL ASSEMBLY.4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 03 -RATED STAIRWELL WALL5/8" GWB1. FIRE CAULK ALL PENETRATIONS.2. FIRE BLOCKING AT AIR SPACE PRE CODE3. EXTEND TO RATED HORIZONTAL ASSEMBLY.4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 07 -FURRING WALL6" METAL FRAMING @ 16" O.C.7/8" METAL FURRING@ 16" O.C. VERTICALLY3" MIN. SOUND ATTENUATIONFIRE BLANKET, (SAFB)6" METAL FRAMING @ 16" O.C.4" METAL FRAMING @ 16" O.C.5/8" GLASROC SHEATING TYPE XGYP. PANEL (2 LAYERS)3/8" GWBWALL TYPE 05 -UNRATED INTERIOR ACOUSTIC PARTITION5/8" GWB3" MIN. SOUND ATTENUATIONFIRE BLANKET, (SAFB)4" METAL FRAMING @ 16" O.C.5/8" GWBFIRE RATING: N/ASOUND RATING: STC ± 56WALL TYPE 04A -RATED INFILL CMU WALLFIRE RATING: 1 HR UL # (U914)SOUND RATING: STC ± 56 FOR CMU W/SOLID CORE5 5/8" CMU, MORTAR CORES SOLID1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 05A -UNRATED INTERIOR PARTITION5/8" GWB4" METAL FRAMING @ 16" O.C.5/8" GWBFIRE RATING: N/ASOUND RATING: STC ± 561. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 06 -UNRATED INTERIOR ACOUSTIC PARTITION5/8" GWB3" MIN. SOUND ATTENUATIONFIRE BLANKET, (SAFB)6" METAL FRAMING @ 16" O.C.5/8" GWB1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 06A -UNRATED INTERIOR PARTITION5/8" GWB6" METAL FRAMING @ 16" O.C.5/8" GWBFIRE RATING: N/ASOUND RATING: STC ± 561. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.FIRE RATING: 1 HR UL # (U465) SOUND RATING: STC ± 54 (RAL-TL90-344)FIRE RATING: 1 HR UL # (U465) SOUND RATING: STC ± 54 (RAL-TL90-344)FIRE RATING: N/A SOUND RATING: STC ± 54 (RAL-TL90-344)WALL TYPE 8 -EXTERIOR WALLEXPOSED FACE OF EXISTING WALL TO REMAIN EXPOSED. GENTLY CLEAN SURFACE.EXTISTING EXTERIOR WALLFIRE RATING: NRSOUND RATING: NR5/8" GWB6" METAL FRAMING @ 16" O.C.FIRE RATING: N/ASOUND RATING: N/A1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 07A -FURRING WALL5/8" GWB4" METAL FRAMING @ 16" O.C.FIRE RATING: N/ASOUND RATING: N/A1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 07B -FURRING WALL5/8" GWB1 5/8" METAL FRAMING @ 16" O.C.FIRE RATING: N/ASOUND RATING: N/A1. INCLUDES A BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL, SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.WALL TYPE 8A -EXTERIOR WALL1" SEMI-PERMEABLE RIGID FOAM EXTRUDED POLYSTYRENE INSULATION (R-5) FRICTION FIT AGAINST WALLVAPOR PERMEABLE AIR AND WATER BARRIER LIQUID-APPLIED MEMBRANEEXTISTING EXTERIOR WALLFIRE RATING: NRSOUND RATING: NRWALL TYPE 8B -EXTERIOR WALL1" SEMI-PERMEABLE RIGID FOAM EXTRUDED POLYSTYRENE INSULATION (R-5) FRICTION FIT AGAINST WALLVAPOR PERMEABLE AIR AND WATER BARRIER LIQUID-APPLIED MEMBRANEEXTISTING EXTERIOR WALLFIRE RATING: NRSOUND RATING: NR1 5/8" METAL FURRING STUD @ 16" O.C.1/2" AIR SPACE5/8" GWBVARIES1" VARIES5/8"1"1/2"1"VARIES3 1/8"WALL TYPE 9 -EXTERIOR BRICK VENEER WALLBRICK VENEER1" AIR SPACEFIRE RATING: 2 HR UL # (U349) SOUND RATING: NR1 1/2" RIGID INSULATIONFIRE-RATED OSB SHEATHING (2-SIDED)6" METAL STUDS2 LAYERS TYPE X 5/8" GWBWALL TYPE 9A -EXTERIOR BRICK VENEER WALLBRICK VENEER1" AIR SPACE1 1/2" RIGID INSULATION8" METAL STUDS3 1/2" MINERAL WOOL BATT INSULATION2 LAYERS TYPE X 5/8" GWB3 1/2" MINERAL WOOL BATT INSULATIONFIRE RATING: 2 HR UL # (U349) SOUND RATING: NRWALL TYPE 10 -EXTERIOR BOARD AND BATTEN WALLVERTICAL WOOD BOARD AND BATTEN1 1/2" RIGID INSULATION6" METAL STUDS2 LAYERS TYPE X 5/8" GWB3 1/2" MINERAL WOOL BATT INSULATIONFIRE RATING: 2 HR UL # (U349) SOUND RATING: NRFIRE-RATED OSB SHEATHING (2-SIDED)FIRE-RATED OSB SHEATHING (2-SIDED)BRICK VENEER1" AIR SPACEFIRE RATING: 2 HR UL # (U349) SOUND RATING: NR1 1/2" RIGID INSULATIONFIRE-RATED OSB SHEATHING (2-SIDED)4" METAL STUDS2 LAYERS TYPE X 5/8" GWB3 1/2" MINERAL WOOL BATT INSULATIONWALL TYPE 9B -EXTERIOR BRICK VENEER WALLWALL TYPE 07C -BEARING WALLSHEATHING (SEE STRUCTURAL DRAWINGS).6" METAL FRAMING @ 16" O.C.(SEE STRUCTURAL DRAWINGS).FIRE RATING: N/ASOUND RATING: N/AWALL TYPE 07D -RATED SHAFT WALL2 LAYERS 5/8" FIRECODE "X" GWB3" MIN. SOUND ATTENUATIONFIRE BLANKET, (SAFB)CONTINUOUS ACOUSTIC SEALANT AT ALL PERIMETERS.1. FIRE CAULK ALL PENETRATIONS.2. FIRE BLOCKING AT AIR SPACE PRE CODE3. EXTEND TO RATED HORIZONTAL ASSEMBLY.4. USE MOLD RESISTANT GWB ON BATHROOM, KITCHEN & LAUNDRY WALL SIDES.4" C-H METAL STUDS @ 16" O.C.1" GYPSUM LINER PANELFIRE RATING: 1 HR UL # (U437) SOUND RATING: STC ± 50 (RAL-OT-04-019)BRICK VENEER1" AIR SPACEFIRE RATING: 2 HR UL # (U349) SOUND RATING: NR1 1/2" RIGID INSULATION8" CMUWALL TYPE 14 -EXTERIOR BRICK VENEER WALLScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1" = 1'-0"R.5WALL TYPESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date
FLOOR TYPE F21CEILING TYPE C2FIRE RATING: 1HRSOUND RATING: NOT KNOWN6" MTL FRAMING@16" O.C.3" MIN SOUNDATTENUATION INSULATION BATTS5/8" GWB.TAPED AND PAINTEDFIRE RATING: NRSOUND RATING: =/-STC 521. PROVIDE CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND PERIMETER OF WALL AND SEAL ALL PENETRATIONS AND HOLES.2. USE MOLD RESISTANT GWB AT BATHROOM, KITCHEN AND LAUNDRY WALL SIDES.STRIP, SAND AND REFINISH EXISTING FLOOR. REPLACE ANY DAMAGED MATERIAL. FIRESTOP ALL GAPS AND OPENINGS.REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.STRIP, SAND AND REFINISH EXISTING BEAMS AND UNDERSIDE OF FLOOR PLANKS. REPLACE ANY DAMAGED MATERIAL.REMOVE ALL CEILING FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.FLOOR TYPE F22FIRE RATING: 1HRSOUND RATING: NOT KNOWNNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.STRIP, SAND AND REFINISH EXISTING BEAMS AND UNDERSIDE OF FLOOR PLANKS. REPLACE ANY DAMAGED MATERIAL.REMOVE ALL CEILING FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.FLOOR TYPE F31FIRE RATING: 1HR (UL USOUND RATING: +/-58NEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW TYPE 'C' GYPSUM WALLBOARD. TAPED AND PAINTED.NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.10 MIL VAPOR BARRIER.NEW FLOOR FINISH. SEE FINISH SCHEDULE.CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS.MIN 9" COMPACTED GRANULAR FILL.UNDISTURBED EARTH..FLOOR TYPE F0310 MIL VAPOR BARRIER.NEW FLOOR FINISH. SEE FINISH SCHEDULE.CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS.EXISTING CONCRETE SLAB TO REMAIN INTACT.CRUSHED STONE. SEE STRUCTURAL DRAWINGS.FLOOR TYPE F04EXISTING CONCRETE SLAB TO REMAIN INTACT.FLOOR TYPE F01EXISTING CONCRETE SLAB TO REMAIN INTACT.FLOOR TYPE F02NEW FLOOR FINISH. SEE FINISH SCHEDULE.EXISTING CONCRETE SLAB TO REMAIN INTACT.FLOOR TYPE F11NEW CONCRETE SLAB ON METAL DECK. SEE STRUCTURAL DRAWINGS.FLOOR TYPE F12NEW FLOOR FINISH. SEE FINISH SCHEDULE.NEW FLOOR FINISH. SEE FINISH SCHEDULE.NEW 3 1/2" (R-11) SOUND-ATTENUATION FIRE BLANKET BATT INSULATION.FLOOR TYPE F32CEILING TYPE C1FIRE RATING: n/aSOUND RATING: n/aSTRIP, SAND AND REFINISH EXISTING BEAMS AND UNDERSIDE OF FLOOR PLANKS. REPLACE ANY DAMAGED MATERIAL.REMOVE ALL CEILING FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS.ELEVATOR PIT WATERPROOFING?UNDISTURBED EARTH.FLOOR TYPE F05FIRE RATING: n/aSOUND RATING: n/aNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.NEW GYPSUM WALLBOARD. TAPED AND PAINTED.FLOOR TYPE F33FIRE RATING: n/aSOUND RATING: n/aNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR 3/4" PRESSURE-TREATED SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW PRESSURE-TREATED FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.FLOOR TYPE F34FIRE RATING: 1HR (UL USOUND RATING: +/-58NEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.NEW FLOOR SUBFLOOR. SEE STRUCTURAL DRAWINGS.NEW FIRE-RATED OSB SHEATHING (BOTH SIDES).NEW FLOOR FRAMING. SEE STRUCTURAL DRAWINGS.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.NEW 3 1/2" MINERAL WOOL FIRE BLANKET BATT INSULATION.NEW 1/2" RESILIENT CHANNEL @ 16" O.C.NEW 1x3 WOOD FURRING.NEW 1x8 V-GROOVE PAINTED WOOD SIDING.FLOOR TYPE F23FIRE RATING: 1HRSOUND RATING: NOT KNOWNNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.REMOVE ALL FLOOR FINISHES DOWN TO EXISTING SUBFLOOR.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.EXISTING FLOOR FRAMING TO REMAIN.NEW TYPE 'C' GYPSUM WALLBOARD. TAPED AND PAINTED.NEW 3 1/2" (R-11) SOUND-ATTENUATION FIRE BLANKET BATT INSULATION.NEW 1/2" RESILIENT CHANNEL @ 16" O.C.FLOOR TYPE F24FIRE RATING: 1HRSOUND RATING: NOT KNOWNNEW 1/4" THICK ACOUSTIC MAT.MAXXON ACOUSTI-MAT II HP.REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.NEW FLOOR FINISH. SEE FINISH SCHEDULE.1" THICK GYPSUM FLOOR UNDERLAYMENT.REMOVE ALL FLOOR FINISHES DOWN TO ORIGINAL HEAVY TIMBER PLANK FLOOR.NEW GALVANIZED JOIST HANGERS.NEW PRESSURE-TREATED 2x8 CEILING FRAMING.NEW CONTINUOUS VAPOR BARRIER.NEW PAINTED PRESSURE-TREATED PLYWOOD SHEATHING.NEW CONCRETE SLAB ON METAL DECK. SEE STRUCTURAL DRAWINGS.FLOOR TYPE F13ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1" = 1'-0"R.6FLOOR ANDCEILING TYPESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description DateNOT TO SCALE
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18A7.0.1FINISHSCHEDULEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063Common Area FinishesArea Finish ManufacturerProductNameColorProductNumberColorNumberPhotoNotes/InstallMethodLeasing/Fitness RestroomFloor Tile Daltile Torreon Brino 12X12FieldTileTN98 Running BondPatternLeasing/Fitness RestroomFloor TIleGroutLaticrete NaturalGray24 1/8" Grout LineLeasing/Fitness RestroomWall Tile Daltile ModernDimnsionsArchitectural Gray4 1/4 X12 3/40109 Running BondPatternLeasing/Fitness RestroomWall TileGroutLaticrete NaturalGray24 1/8" Grout LineLeasing/Fitness RestroomWall Paint BenjaminMooreEggshell BrushedAluminium1485 Color Match topreferedmanufacturerStairwells Treads &LandingsJohnsonite Safe T RibHT, SquareNoseMoon Rock 29Stairwells Vinyl Base Johnsonite 4" CoveBaseMoon Rock 29 Unless NotedStairwells Wall Paint BenjaminMooreEggshell BrushedAluminium1485 Color Match topreferedmanufacturerTypical Vinyl Base Johnsonite 4" CoveBaseSnowWhite01 Unless NotedTypical Window &DoorCasingBrosco 3-1/2" FlatCasing8993FJPTypical Trim Paint BenjaminMooreSemi-GlassFinishSimplyWhiteOC-117 Color Match topreferedColor Match topreferedmanufacturerTypical CeilingPaintBenjaminMooreFlat Finish SimplyWhiteOC-117 Color Match topreferedmanufacturerVestibulesand CorridorsVestibuleFlooringShawContractPortbella 5T035 34761 MonolithicInstallVestibulesand CorridorsCorridorFlooringShawContractQuietCoverUrban Ash 0186V DV746-CVestibulesand CorridorsWall Paint BenjaminMooreEggshell BrushedAluminium1485 Color Match topreferedmanufacturerVestibulesand CorridorsAccentPaintBenjaminMooreSemi Gloss WebsterGreenHC-130 Color Match topreferedmanufacturer,unit entry doorsand ends ofcorridorsCommon Area FinishesArea Finish ManufacturerProductNameColorProductNumberColorNumberPhotoNotes/InstallMethodFitnessCenterAccentPaintBenjaminMooreSemi Gloss WebsterGreenHC-130 Color Match topreferedmanufacturerLaundryRoomFloor Tile Daltile Torreon Brino 12X12FieldTileTN98 Running BondPatternLaundryRoomFllor TileGroutLaticrete NaturalGray24 1/8" Grout LineLaundryRoomTile Base Daltile Torreon Brino 4X12BullnoseTN98 Running BondPatternLaundryRoomTile BaseGroutLaticrete NaturalGray24 1/8" Grout LineLaundryRoomFoldingCounterWilsonart StandardLaminateOiledSoapstone4882-38LaundryRoomWall Paint BenjaminMooreEggshell HerbalEscape1487 Color Match topreferedmanufacturerLeasing Office Flooring ShawContractVaporCarpet Tile- 18X36Notion 5T036 MonolithicInstallLeasing Office Wall Paint BenjaminMooreEggshell BrushedAluminium1485 Color Match topreferedmanufacturerLeasing Office Cabinets AdvantaCabinetaNewbury StormLeasing Office Counter/BacksplashWilsonart StandardLaminateOiledSoapstoneLeasing Office CabinetHardwareLibertyHardware3-3/4"SquareBow PullChrome P50413V-CHR-C7Horizontal onCenter ofDrawers:Verical onCenter of DoorRailsLeasing Office HP Sink Elkay Dayton 1Hole (6-1/2" Deep)StainlessSteelD-12521-130" CabinetRequiredLeasing Office Faucet Olympia Elite SingleHandlePull-OutKitchenFaucetPolishedChromeK-5030 Do not installdeck plateLeasing Office RefrigeratorFrigidaire UndercounterBlack FFPH44M4LBLeasing Office Microwave Frigidaire Countertop Black FFCE1439LBLeasing Office GarbageDisposalFrigidaire 1/2 HP FFD1501CMSCommon Area FinishesArea Finish ManufacturerProductNameColorProductNumberColorNumberPhotoNotes/InstallMethodBack ofHouse AreasFlooring Mannington TouchstoneVCTPuttyBack ofHouse AreasWall Paint BenjaminMooreEggshell BrushedAluminium1485CommunityRoom/KitchenFlooring ShawContractQuietCoverUrban Ash 0186V DV746-CCommunityRoom/KitchenWall Paint BenjaminMooreEggshell BrushedAluminium1485 Color Match topreferedmanufacturerCommunityRoom/KitchenElevatorWallsWilsonart Laminate AsianNight7949CommunityRoom/KitchenElevatorFlooringBolon GraphicCollectionHerringbone Black103 230CommunityRoom/KitchenCabinets AdvantaCabinetaNewbury StormCommunityRoom/KitchenCounter/BacksplashWilsonart StandardLaminateOiledSoapstone4882-38CommunityRoom/KitchenCabinetHardwareLibertyHardware3-3/4"SquareBow PullChrome P50413V-CHR-C7Horizontal onCenter ofDrawers:Verical onCenter of DoorRailsCommunityRoom/KitchenHP Sink Elkay Dayton 1Hole (6-1/2" Deep)StainlessSteelD-12521-130" CabinetRequiredCommunityRoom/KitchenFaucet Olympia Elite SingleHandlePull-OutKitchenFaucetPolishedChromeK-5030 Do not installdeck plateCommunityRoom/KitchenRefrigeratorFrigidaire Side bySideStainlessSteelFGHS2631PHCommunityRoom/KitchenMicrowave Sharp StainlessSteelKB-6524PSCommunityRoom/KitchenGarbageDisposalFrigidaire 1/2 HP FFD1501CMSFitnessCenterFlooring ShawContractQuietCoverUrban Ash 0186V DV746-CFitnessCenterWall Paint BenjaminMooreEggshell HerbalEscape1487 Color Match topreferedmanufacturerNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18A7.0.2FINISHSCHEDULEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063Apartment FinishesArea Finish Area ManufacturerProductNamecolorProductnumberColorNumberImageNotes/InstallMethodKitchen Sink Elkay Dayton 1hole (8"Deep)StainlessSteelDSE12522-130" CabinetRequiredKitchen Faucet Olympia Elite SingleHandlePull-OutKitchenFaucetPolishedChromeK-5030 Do not installdeck plateKitchen Range Frigidaire SmoothTop RangeBlack FFEF3013LBKitchen Refrigerator Frigidaire Top MountRefrigeratorBlack FFHT1814QBKitchen Dishwasher FrigidaireDishwasher Black FGBD2435NBKitchen Micro/Hood Frigidaire MicrowaveHoodBlack FFMV162LBKitchen GarbageDisposalFrigidaire 1/2 HP FFD1501CMSTypical CeilingPaintBenjaminMooreFlat SimplyWhiteOC-117 Color Matchto preferedmanufacturerTypical Wall Paint BenjaminMooreEggshell Gray Mist OC-30 Color Matchto preferedmanufacturerTypical Trim Paint BenjaminMooreSemi Gloss SimplyWhiteOC-117 Color Matchto preferedmanufacturerTypical Window &DoorCasingBrosco 3-1/2" FlatCasing8993 FJPTypical Base (AddAlt to VinylBase)Brosco 3-1/2" FlatCasing8993 FJPTypical Vinyl Base Johnsonite 4" CoveBaseSnow White 01Typical TransitionStripJohnsonite TransitionStripFawn 80Typical WindowTreatments1" MiniBlindRaw Umber PurchasethroughMariettadraperies.Typical DoorHardwareStyleSchlage LatitudeLeverChrome Leverfunctiondeterminedby doorfunction.Apartment FinishesArea Finish Area ManufacturerProductNamecolorProductnumberColorNumberImageNotes/InstallMethodHP Kitchen Cabinets AdvantaCabinetaNewbury StormHP Kitchen Countertop/BacksplashFormica Wilsonart AutumnCarnival1877K-35HP Kitchen CabinetHardwareLibertyHardware3-3/4"SquareBow PullChrome P50413V-CHR-C7Horizontal onCenter ofDrawers:Verical oncenter ofDoor RailsHP Kitchen HP Sink Elkay Dayton 1hole (6"Deep)StainlessSteelD12521-1 30" CabinetRequiredHP Kitchen Faucet Olympia Elite SingleHandlePull-OutKitchenFaucetPolishedChromeK-5030 Do not installdeck plateHP Kitchen Range Frigidaire 30" CoilTop RangeBlack FFEF3009PBHP Kitchen Refrigerator Frigidaire Side bySideBlack FFHS2313LEHP Kitchen Dishwasher Frigidaire Black FDB2410HIBHP Kitchen RangeHoodFrigidaire Black FHWC3025MBHP Kitchen GarbageDisposalFrigidaire 1/2 HP FFD1501CMSKitchen Cabinets AdvantaCabinetaNewbury StormKitchen Countertop/BacksplashFormica Wilsonart AutumnCarnival1877K-35Kitchen CabinetHardwareLibertyHardware3-3/4"SquareBow PullChrome P50413V-CHR-C7Horizontal onCenter ofDrawers:Verical oncenter ofDoor RailsApartment FinishesArea Finish Area ManufacturerProductNamecolorProductnumberColorNumberImageNotes/InstallMethodBathrooms Cabinets AdvantaCabinetsNewbury StormBathrooms CabinetHardwareLibertyHardware3-3/4"SquareBow PullChrome P50413V-CHR-C7Horizontal onCenter ofDrawers:Verical oncenter ofDoor RailsBathrooms Countertop/BacksplashBertch OasisVanity TopO31 RectangularBowl -Non-RecessedBathrooms Mirror FramelessBeveledEdgevanity width x36" h ( 42"from floor )Bathrooms Lav Faucet Olympia SingleHandle LavFaucetPolishedChromeL-6052B install withoutdeck plateBathrooms Tub/Shower FaucetOlympia SingleHandleTub/Shower Trim SetPolishedChromeP-2300-BB& P-2370-TBathrooms PaperHolderOlympia Dia PaperHolderChrome 7MT032 Mounted at26" from floorBathrooms Towel Bars Olympia Dia 18"Towel BarChrome 7MT031 Mounted at48" from floorBathrooms Towel Bars Olympia Dia 24"Towel BarChrome 7MT030 Mounted at48" from floorBathrooms Towel Ring Olympia Dia TowelRingChrome 7MT034 Mounted at48" from floorBathrooms Robe Hook Olympia Robe Hook Chrome 7MT033 Mounted at66" from floorBathrooms ShowerRod/FlangeKitCreativeSpecialtiesCurvedShowerRodPolishedStainless2102-5PS& 65-F-PSMounted at73" from floorFlooring LivingRooms/Bedrooms/KitchensShawContractQuietCoverMink 0186V 00720Flooring Bathrooms Trakett Fiberfloor -FreashStartStanbridgeStone -Greige01241Flooring Floor Tile(add alt tovinyl sheet)Daltile Torreon Cloud 12X12Field TileTN95 RunningBond PatternFlooring Floor TileGroutLaticrete LightPewter90 1/8" GroutLineNo. Description Date
EXTERIOR 51GNAGE SCHEDULE
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SC.ALE, 9" = l'-0" 300 Winding Brook Drive Glastonbury, Connecticut 06033860 652 8227 """"""'AzTECH ENGINEERS, 1Nc.
Aztech Engineers, Inc.
901 Wethersfield Avenue
Hartford, Ct. 06114
Phone (860)548-9987
Fax (860)549-2572
www.aztecheng.com
MOJRJRISSJRY
ls:NIIINEIEAINII. LLD 58 Essex Street Deep River, CT 06417 (860)532-0312OXOBOXO LOFTS
UNCASVILLE, CT
No.
4
Dakota
Partners, Inc.
Description Date
Final CD's 7/13/18
Final CD's 1 lJ/l :l/1 H
Project Number 16-063
Date Nov. 1, 2016
Drawn By so
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SCHEDULE
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WAW1W2W3W4W5W6W7W8W9A-A2.13A-A2.14D-61NEW BEARING WALLS.SEE STRUCTURAL DRAWINGS.NEW SHAFT ABOVE.EXISTING CONCRETE LEDGE TO REMAIN.EXISTING CONCRETE ENCAST CAST IRON COLUMN TO REMAIN (TYPICAL).ScaleDateDrawn ByChecked ByProject Number4FINAL CONST DOCS10/12/18 1/4" = 1'-0"12/5/2018 1:00:08 PMA-A1.0BUILDING A -LEVEL 0 PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date1 Revision 1 Date 1 1/4" = 1'-0"A-A1.01BLDG A - CRAWL SPACE
A-A2.14NEW RAIN GUTTER 1A-A4.1A-A2.11A-A2.13NEW RAIN LEADERRAIN LEADERRAIN LEADERRAIN LEADERNEW RAIN GUTTERSLOPESLOPESLOPESLOPESLOPENEW ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF NEW LOW-SLOPE MEMBRANE ROOF SYSTEM NEW LOW-SLOPE MEMBRANE ROOF SYSTEM (SEE BLDG B)7B-A5.67B-A5.6ROOF SYSTEM LEGENDNEW ASPHALT SHINGLE ROOF SYSTEMNEW LOW-SLOPE MEMBRANE ROOF SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedA-A1.3BUILDING A -ROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-A1.33BUILDING A - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date
ACBEB
B
B
B
B
B
BB
ECBEXITEXITEXITEXITEXITSDSDSDSDSDSDSDSDSDSDSDBATHROOMBATHROOMBATHROOMBEDROOMCL -7'-6"BEDROOMLIVINGKITCHENCL -7'-6"CL -7'-6"BEDROOMBEDROOMBEDROOMKITCHENKITCHENLIVINGLIVINGCORRIDOREQ EQEQEQ1/32/3EQ7' - 0"EQB
B
4' - 9 7/8"EQEQ1/32/3BECBBB
B1/32/3EQEQ2/31/3EQEQ5' - 6" 3' - 11 5/8"EQEQEQEQEQ EQEQ EQAAAEQEQEQ 10' - 0" 10' - 0" 10' - 0" EQEQEQEQ EQ
B
BBB EQEQEQ4' - 10 1/4"3' - 6"EQEQEQEQEQEQEQEQ4' - 9 7/8"B
B
BEQ EQEQ EQ5' - 0"BB5' - 0 3/8"3' - 6" 6' - 6 3/4" 3' - 5 7/8"1/34' - 5" 4' - 5"AAAAEQEQ4' - 7"EQ EQEQEQEQ EQEQ 'A'EQ 'A'EQ 'B'EQ 'B'EQ EQBCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFCBBB
B
EEC
CABB
BBB
CECCB B
BB
EXITEXITEXITEXIT
SDSDSDSDSDSDSDSDSDBATHROOMBATHROOMBEDROOMBEDROOMBEDROOMBEDROOMBATHROOMCL -10' 0"CL -10' 0"KITCHENKITCHENKITCHENCORRIDORLIVINGLIVINGLIVINGCL -10' 0"CL -10' 0"CL -10' 0"CL -10' 0"6' - 6"EQEQEQEQ2/31/3EQEQ3' - 0"10' - 0"EQEQEQEQ1/32/3EQEQEQEQ2/31/32/31/3EQ2"EQEQEQAAAAAAA4' - 7 3/8"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"EQEQ EQEQ BEQ BEQ AEQ AEQEQEQ EQEQEQEQ EQEQ EQEQEQEQ AEQ AEQ EQEQ B6' - 0"EQ BEQ EQEQ EQEQEQEQEQEQ EQAAAAEQ EQEQEQEQEQEQ EQEQ 'B'EQ 'B'EQ EQEQ EQEQ 'A'EQ 'A'A.F.F.GWB on Mtl Stud8' - 0"A.F.F.GWB on Mtl Stud8' - 0"A.F.F.GWB on Mtl Stud8' - 0"7B-A5.67B-A5.6REFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedA-A1.11BUILDING AREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-A1.111BLDG A - LEVEL 1 1/4" = 1'-0"A-A1.112BLDG A - LEVEL 2ABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date
BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REBUILD CORNER OF STONE FOUNDATION. CLEAN AND REPAIR STONE AND BRICK WALL AND FOUNDATION.CORRIDOR TO UNITS A-4, A-5, A-6NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW AND BRICKINFILL AT EXISTING MASONRY OPENINGNEW BRIDGE AND RAILINGS.NEW WALKING BRIDGE.REPAIR AND REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELNEW WINDOW AND BRICKINFILL AT EXISTING MASONRY OPENINGBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"NEW WINDOW INEXISTING MASONRY OPENING (TYPICAL).NEW ACCESS DOORS TO CRAWL SPACE.NEW BRICK CORBEL TO ALIGN WITH BLDG ANEW EXTERIOR DOOR IN NEW BRICK VENEER WALL.BUILDING AAB CONNECTORBUILDING BNEW BRICK INFILL EXISTING OPENING. EXISTING BRICK INFILL TO REMAIN. NEW WINDOW IN NEW BRICK VENEER WALL.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECKING. NEW RAIN GUTTER AND LEADERS. REPAIR AND REPLACE BRICK WALL AT REMOVED SHAFT WALL DEMOLISHED.NEW LOW SLOPE ROOF SYSTEM ON NEW ROOF DECK AND FRAMING. NEW BOARD AND BATTEN EXTERIOR WALL DOGHOUSE DORMER WITH NEW LOW SLOPE ROOF SYSTEM. REPAIR STONE FOUNDATION. REPAIR AND REPOINT STONE FOUNDATION.BLDG F - LEVEL 352' - 6 1/2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REPAIR AND REPLACE 4 ROWS OF BRICK AT GABLE END CORBEL.NEW SELF ADHERING ROOF FLASHING WITH SURFACE APPLIED TERMINATION BAR.NEW LOW-SLOPE ROOF SYSTEM OF WOOD DECK AND FRAMING.SEE BUILDING SECTION 2/AB-A3.2BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"2A-A3.22A-A3.2NEW BRICK VENEER WALL.NEW RAIN GUTTERS AND LEADERS TIED TO STORM WATER SYSTEM.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECK.CLEAN AND RESTORE EXISTING STONE SITE WALL.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELCORRIDOR TO UNITS A-1, A-2, A-3NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW IN EXISTING MASONRY OPENING (TYPICAL).NEW SLOPE ROOF SYSTEM ATAB CONNECTORNEW BOARD AND BATTEN SIDED DOGHOUSE DORMER WITH LOWSLOPE ROOF SYSTEM.NEW WALKING BRIDGE AND RAILING.NEW WINDOW IN RESTORED MASONRY OPENING.BUILDING AAB CONNECTORBUILDING B4A-D1.04A-D1.0BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"A-A2.1BUILDING AELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"A-A2.14BLDG A - WEST ELEVATION 1/8" = 1'-0"A-A2.13BLDG A - SOUTH ELEVATION 1/8" = 1'-0"A-A2.12BLDG A - EAST ELEVATION 1/8" = 1'-0"A-A2.11BUILDING A - NORTH ELEVATIONBUILDING 'A' RENOVATION NOTES1. REPOINT MASONRY & STONE PERIMETER (BUDGET 5% NEW MASONRY). 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR.ABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date
BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"W1W2W3W4W5W6W7W8W9BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"2A-A3.22A-A3.25' - 3"12' - 0"10' - 8 7/8"CONNECTOR BETWEENBLDG A AND B1AB-A3.21AB-A3.210' - 8"PART OF BUILDING BNEW UNIT SEPARATION WALLS EXTEND TO UNDERSIDE OF ROOF DECK.1/AB-A3.31AB-A3.11AB-A3.12AB-A3.22AB-A3.22AB-A3.32AB-A3.39' - 6"F11F31F01BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"A-A3.1BUILDING ASECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-A3.11BUILDING A - LONGITUDINAL SECTIONABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date
BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"WABLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"10' - 8 7/8"12' - 0"5' - 3"1A10.1F01F11F31RATED CORRIDOR WALL EXTENDED UP TO UNDERSIDE OF ROOF DECK.6' - 11"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"A-A3.2BUILDING ASECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-A3.22BUILDING A - CROSS SECTIONABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date
W1W26' - 8 3/8"2 7/8"3' - 0"A-A6.13645A-A6.1710982' - 9 3/4"8' - 0"5' - 2 1/4"5' - 2 1/4"2' - 9 3/4"8' - 0"5' - 9"2' - 6"5' - 0"3' - 0"3"5' - 0 7/8"2' - 9 1/8"8' - 3"A-A6.1121413152' - 7"8' - 0"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedA-A6.1BUILDING ATOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-A6.11TOILET PLAN ( TYPE-1 ) 1/4" = 1'-0"A-A6.12TOILET PLAN ( TYPE-2 ) 1/4" = 1'-0"A-A6.13ELEVATION 3 1/4" = 1'-0"A-A6.14ELEVATION 4 1/4" = 1'-0"A-A6.15ELEVATION 5 1/4" = 1'-0"A-A6.16ELEVATION 6 1/4" = 1'-0"A-A6.17ELEVATION 7 1/4" = 1'-0"A-A6.18ELEVATION 8 1/4" = 1'-0"A-A6.19ELEVATION 9 1/4" = 1'-0"A-A6.110ELEVATION 10 1/4" = 1'-0"A-A6.111TOILET PLAN ( TYPE-3 ) 1/4" = 1'-0"A-A6.112ELEVATION 12 1/4" = 1'-0"A-A6.113ELEVATION 13 1/4" = 1'-0"A-A6.114ELEVATION 14 1/4" = 1'-0"A-A6.115ELEVATION15BLDG A - LEVEL 1, UNITS A-1 (2-BEDS), & A-2 (1 BED)BLDG A - LEVEL 2, UNIT A-5 (1-BED)BLDG A - LEVEL 1, UNIT A-3 (2 BEDS)BLDG A - LEVEL 2, UNIT A-4 (1-BED)BLDG A - LEVEL 2, UNIT A-6 (1-BED) OPPOSITE HANDTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYNo. Description Date
A-A6.2233' - 9 3/4"6' - 9 1/8"3' - 0 7/8"12' - 3"W1536W2736 W3318REF.B27B15AS REQ'DFILLER1' - 6"3' - 0"1' - 8"2' - 10"7' - 6"AS REQ'DFILLERAS REQ'DFILLERDEPTH24"W1836W/ HOODW3018 W1536DW B30S B18 RANGEAS REQ'DFILLERAS REQ'DFILLERDEPTH24"B15A-A6.2515' - 0 7/8"2' - 0"2' - 11 1/4"4' - 11 1/4"3' - 1"10' - 2 7/8"3' - 1 1/2"2' - 10"1' - 8"3' - 0"W1236W/ HOODW3036 W2436 W2436 W24366' - 0"1' - 6"B12 RANGEW3618 W1536AS REQ'DFILLERB15REF.AS REQ'DFILLERAS REQ'DFILLERAS REQ'DFILLERDEPTH24"AS REQ'DFILLERB24DWAS REQ'DFILLERAS REQ'DFILLERA-A6.278AS REQ'DFILLERW15362' - 6"W2418W3318AS REQ'DFILLER1' - 6"3' - 0"1' - 8"2' - 10"7' - 6"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedA-A6.2BUILDING AKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063BLDG A - LEVEL 1, UNIT A-1 (2-BEDS) 1/4" = 1'-0"A-A6.21KITCHEN PLAN ( TYPE 1 ) 1/4" = 1'-0"A-A6.22ELEVATION 2 1/4" = 1'-0"A-A6.23ELEVATION 3 1/4" = 1'-0"A-A6.24KITCHEN PLAN ( TYPE 2 ) 1/4" = 1'-0"A-A6.25ELEVATION 5BLDG A - LEVEL 1, UNIT A-2 (1-BED)BLDG A - LEVEL 1, UNIT A-3 (2-BEDS) 1/4" = 1'-0"A-A6.26KITCHEN PLAN ( TYPE 3 ) 1/4" = 1'-0"A-A6.27ELEVATION 7 1/4" = 1'-0"A-A6.28ELEVATION 8No. Description Date
A-A6.3237' - 6"3' - 0"2' - 9 7/8"1' - 8 1/8"3' - 0"7' - 6"A-A6.352' - 11 5/8"9' - 9"12' - 8 5/8"2' - 1"2' - 10"1' - 7 7/8"3' - 0"4' - 7 7/8"2' - 10"A-A6.3787' - 10 3/4"2' - 0 1/4"5' - 11"3' - 0 1/4"5' - 9 3/4"10' - 11 7/8"2' - 10"1' - 8"3' - 0"2' - 8"2' - 10"7' - 6"2' - 0"2' - 10"1' - 8"3' - 0"7' - 6"7' - 6"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedA-A6.3BUILDING AKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-A6.31KITCHEN PLAN ( TYPE-4 ) 1/4" = 1'-0"A-A6.32ELEVATION 5 1/4" = 1'-0"A-A6.33ELEVATION 6BLDG A - LEVEL 2, UNIT A-4 (1-BED) 1/4" = 1'-0"A-A6.34KITCHEN PLAN ( TYPE-5 ) 1/4" = 1'-0"A-A6.35ELEVATION 5BLDG A - LEVEL 2, UNIT A-5 (1-BED) 1/4" = 1'-0"A-A6.36KITCHEN PLAN ( TYPE-6 ) 1/4" = 1'-0"A-A6.37ELEVATION 7BLDG A - LEVEL 2, UNIT A-6 (2-BEDS) 1/4" = 1'-0"A-A6.38ELEVATION 8No. Description Date
WAW1W2W3W4W5W6W7W8W9REMOVE TOP 2'-8" PORTION OF CONCRETE CLADDING AROUND COLUMN WITHOUT HARMING STEEL COLUMN.REMOVE EXISTING DOOR, HARDWARE AND WOOD SURROUND.REMOVE EXISTING WALLS ENTIRELY AT ALL FLOORS.REMOVE EXISTING WALLS ENTIRELY AT ALL FLOORS.STEEL COLUMNS TO REMAIN INTACT (TYPICAL).REMOVE ALL EXISTING WINDOWS AND ASSOCIATED FRAMING AND FASTENERS.REMOVE EXISTING DOORS AND ASSOCIATED FRAMING, HARDWARE AND FASTENERS.4A-D1.04A-D1.07B-A5.67B-A5.6WAW1W2W3W4W5W6W7W8W9REMOVE TOP 2'-8" PORTION OF CONCRETE CLADDING AROUND COLUMN WITHOUT HARMING STEEL COLUMN.REMOVE EXISTING DOOR, HARDWARE AND WOOD SURROUND.REMOVE EXISTING WALLS ENTIRELY AT ALL FLOORS.REMOVE EXISTING WALLS ENTIRELY AT ALL FLOORS.REMOVE EXISTING CONCRETE FLOOR SLAB.REMOVE EXISTING SLIDING FIRE DOOR.WAW1W2W3W4W5W6W7W8W9REMOVE ALL WINDOWS, FASTENERS AND WOOD SURROUNDS (TYPICALLY).REMOVE EXISTING WALLS ENTIRELY AT ALL FLOORS.REMOVE EXISTING WALLS ENTIRELY AT ALL FLOORS.REMOVE EXISTING WOOD FLOOR AND FRAMING.REMOVE EXISTING SLIDING FIRE DOOR.REMOVE EXISTING DOOR, HARDWARE AND WOOD SURROUND.REMOVE EXISTING ATTIC FLOOR PLANKS AND FASTENERS ABOVE. TRUSSES TO REMAIN.BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"WABLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REMOVE EXISTING DOOR, HARDWARE AND WOOD FRAME.REMOVE TOP 2'-8" OF CONCRETE COLUMN COVER (TYPICALLY). STEEL COLUMN TO REMIAN INTACT.2' - 8"4' - 0"REMOVE EXISTING WINDOW, HARDWARE AND WOOD FRAME.REMOVE EXISTING DOOR BEYOND, HARDWARE AND WOOD FRAME.REMOVE EXISTING EXTERIOR MASONRY SHAFT WALLS.REMOVE EXISTING DOOR, HARDWARE AND WOOD FRAME. BLDG F - LEVEL 352' - 6 1/2" REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"A-D1.0BUILDING ADEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"A-D1.02BUILDING A - LEVEL 1 DEMOLITION PLAN 1/8" = 1'-0"A-D1.01BUILDING A - CRAWLSPACE 1/8" = 1'-0"A-D1.03BLDG A - LEVEL 2 DEMOLITION PLANABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date 1/8" = 1'-0"A-D1.04BUILDING A - CROSS SECTION - DEMO
UNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)UNIT A-3(2 BEDROOM)NEW RAISED FLOOR AT BUILDING A LEVEL 1OPEN STAIR:8 TREADS @ 11” = 7’-4”9 RISERS @ 7 “ = 5’-3”BORROWED LITE ABOVEBORROWED LITE ABOVEBORROWED LITE ABOVEUNIT A-4(1 BEDROOM)H.C.UNIT A-5(1 BEDROOM)UNIT A-6(2 BEDROOM)H.C.BORROWED LITE ABOVEBORROWED LITE ABOVEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"A-F1.0BUILDING AFURNITUREPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"A-F1.01BLDG A - LEVEL 1, FURNITURE PLAN 1/4" = 1'-0"A-F1.02BLDG A - LEVEL 2, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"8' - 5 7/8"10' - 0 1/8"9' - 3"10' - 5 7/8"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"8' - 6"10' - 0"9' - 3"10' - 6"8' - 3"2' - 6"6' - 9"5' - 3"5' - 3"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject Number4FINAL CONST DOCS10/12/18 1/4" = 1'-0"12/5/2018 1:01:13 PMAB-A3.1BUILDING ABCONNECTORSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"AB-A3.11SECTION OF CONNECTOR LOOKING WEST 1/4" = 1'-0"AB-A3.12SECTION OF CONNECTOR LOOKING NORTHNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"8' - 5 7/8"10' - 0 1/8"9' - 3"10' - 5 7/8"2' - 0"2' - 0"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 155' - 5"10' - 0 1/8"9' - 3"10' - 5 7/8"7' - 0"9' - 0"8' - 0"7' - 6"ENLARGED EXISTING OPENING WITH NEW STEEL LINTEL TO ACCOMMODATE HEADROOM.NEW WOOD DECK AND FRAMING. SEE SCHEDULE FOR FLOOR FINISH.NEW BRICK VENEER WALL. SEE SCHEDULE FOR INFORMATION.OPEN TO BEYOND.REPAIR, RESTORE AND CLEAN BRICK FACADE AT ALL INTERIOR SURFACES.REPAIR, RESTORE, REPOINT AND CLEAN STONE FOUNDATION AT ALL INTERIOR SURFACES.REPAIR, RESTORE AND CLEAN BRICK FACADE AT ALL INTERIOR SURFACES.REPAIR, RESTORE AND CLEAN BRICK FACADE AT ALL INTERIOR SURFACES.SEE BUILDING ELEVATION 2/A-A2.1 FOR EXTEROIR NOTES.BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject Number4FINAL CONST DOCS10/12/18 1/4" = 1'-0"12/5/2018 1:01:17 PMAB-A3.2BUILDING ABCONNECTORSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"AB-A3.21SECTION OF CONNECTOR LOOKING WEST 1/4" = 1'-0"AB-A3.22SECTION OF CONNECTOR LOOKING WESTNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"W9BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG A - LEVEL 155' - 5"BUILDING D LEVEL 253' - 6 59/64"BUILIDING E ROOF65' - 4 59/64"BUILDING B LEVEL 479' - 10 59/64"BUILDING B LEVEL 369' - 10 59/64"BUILDING B LEVEL 260' - 7 59/64"BUILDING B - LEVEL 150' - 1 59/64"BUILDING A LEVEL 267' - 4 59/64"BUILDING A LEVEL 3 ATTIC78' - 1 59/64"BUILDING F LOW ROOF50' - 9 59/64"BUILDING F - HI ROOF62' - 7 59/64"W9BUILDING D ROOF52' - 4 59/64"BUILDING B ROOF BEAMS88' - 4 59/64"BUILDING A - LEVEL 1 -OLD50' - 1 59/64"BUILDING E LEVEL 253' - 6 59/64"BUILDING A - LEVEL 1 -NEW55' - 4 59/64"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 155' - 5"7' - 6"8' - 0"9' - 0"ENLARGED EXISTING OPENING WITH NEW STEEL LINTEL TO ACCOMMODATE HEADROOM.OPEN TO BEYOND.GYPSUM BOARD CEILING AT UNDERSIDE OF STAIR. (TYPICAL).PAINTED METAL HAND RAIL. (TYPICAL).2' - 10"11"1' - 0"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject Number4FINAL CONST DOCS10/12/18 1/4" = 1'-0"12/5/2018 1:01:21 PMAB-A3.3BUILDING ABCONNECTORSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"AB-A3.31SECTION OF CONNECTOR LOOKING NORTH 1/4" = 1'-0"AB-A3.32SECTION OF CONNECTOR LOOKING WESTNo. Description Date
NEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPEROOF BELOW (SEE BLDG C)LINE OF WALL BELOWNEW GUTTERLINE OF WALL BELOWEDGE OF HIGHER ROOFLINE OF WALL BELOWNEW RAIN GUTTERNEW RAIN GUTTEREDGE OF HIGHER ROOFNEW ASPHALT SHINGLE ROOFSLOPENEW RAIN GUTTEREDGE OF HIGHER ROOFNEW ASPHALT SHINGLE ROOFSLOPENEW RAIN GUTTERNEW RAIN GUTTERNEW LOW-SLOPE MEMBRANE ROOFSLOPENEW LOW-SLOPE ROOF BELOWNEW LOW-SLOPE ROOF AT BRIDGE BETWEEN B AND DLINE OF WALL BELOWEDGE OF HIGHER ROOFLINE OF WALL BELOWLINE OF WALL BELOWROOF SYSTEM LEGENDNEW ASPHALT SHINGLE ROOF SYSTEMNEW LOW-SLOPE MEMBRANE ROOF SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.7BUILDING BPLANS - LEVELROOFDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMATCH LINEMATCH LINE 1/4" = 1'-0"B-A1.71BUILDING B - ROOF PLAN 1/4" = 1'-0"B-A1.72BUILDING B - ROOF PLANNo. Description Date
AAEXITEXITEXITEXITEXITExposed Metal DeckingExposed Metal DeckingAAAAAEQ A EQ AEQ BEQ BEQ BEQ BEQ EQEQ EQEQEQFFFFFF9' - 0"4' - 6"EQ 8' - 0" 8' - 0" EQFFEQ EQ9' - 0"4' - 6"FFFFFFEQ 7' - 0" 7' - 0" EQFFFEQ9' - 0"9' - 0"EQFFFEQEQEQEQEQ 8' - 0" 8' - 0" EQBCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.11BUILDING BLEVEL SB -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A1.111BLDG B LEVEL SB, RCPABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BBBBBBB
ACCCE
EXITSDSDSDSDBATHROOM1/32/3EQEQEQEQEQEQEQEQ6' - 4 5/8"6' - 4 5/8"8' - 0"3' - 6"4' - 0 1/4"4' - 0"EQEQEQEQBEDROOMBEDROOMKITCHENAAAEQEQEQ EQEQ AEQ AEQ EQEQ BEQ BEQEQEQ EQEQEQEQ EQA.F.F.GWB on Mtl Stud7' - 6"BBBBAAAACCCCEXITEXITEXITEXITBSDSDSDSDSDBBSDBATHROOMEQEQ1/32/32/31/3EQEQEQEQ1/32/3EQEQEQEQEQEQEQEQEQEQEQEQ7' - 11 1/8"EQEQEQBEDROOMBEDROOMKITCHENEQEQEQEQEQEQEQEQ EQEQEQEQ2' - 4" 3' - 0" 1' - 6"EA.F.F.GWB on Mtl Stud7' - 6"7B-A5.67B-A5.6BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.12BUILDING BLEVEL B -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A1.121BLDG B - LEVEL B, RCP (PART A) 1/4" = 1'-0"B-A1.122BLDG B - LEVEL B, RCP (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ACEBBBBBBBBBBCCCCB
EEXITSDSDSDSDSDSDBATHROOMBATHROOM3' - 6"EQEQ2/31/39' - 0 1/8"EQEQ2/31/3EQEQEQEQ2/31/36' - 5 3/4"6' - 5 3/4"EQ5' - 11 3/4"EQ5' - 0"6' - 0"4' - 0"4' - 11 3/8"8' - 8 1/8"6' - 6 1/8"1/32/3KITCHENBEDROOMBEDROOMBEDROOMKITCHENCH: 7'-0"AAEQ EQEQEQEQEQ EQEQEQEQ EQEQEQEQ EQ1' - 6"3' - 4"2' - 7"A20' - 0"EQ EQA.F.F.GWB on Mtl Stud8' - 0"AECBBB BEC BBBCEB BAEXITEXITEXITSDSDSDSDSDSDSDSDSDBATHROOMBATHROOMBATHROOMEQEQEQEQEQEQ2/31/3EQEQ1/32/3EQEQ2/31/31/32/31/32/35' - 0"EQEQ5' - 6"EQEQEQEQ2/31/3EQEQ1/32/3KITCHENBEDROOMKITCHENKITCHENBEDROOMCH: 7'-0"BEQEQEQEQBEQ EQEQEQAA15' - 0"2' - 2 7/8" EQEQEQEQEQEQ EQEQEQEQEQA.F.F.GWB on Mtl Stud8' - 0"A.F.F.GWB on Mtl Stud7' - 0"7B-A5.67B-A5.6BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.13BUILDING BLEVEL ONE -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A1.131BLDG B - LEVEL ONE, RCP (PART A) 1/4" = 1'-0"B-A1.132BLDG B - LEVEL ONE, RCP (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
AACEBBBBBBBBBBCCCEXITSDSDSDSDSDSDEQEQEQ9' - 0"EQ1/32/3EQEQEQEQ2/31/3EQ7' - 0"EQ6' - 5 3/4"4' - 5 5/8"6' - 0"9' - 2 1/2"EQ9' - 0"EQ1/32/3EQEQEQEQEQEQEQEQEQEQ5' - 0"EQBEDROOMBEDROOMBEDROOMKITCHENBATHROOMA.F.F.GWB on Mtl Stud7' - 6"A.F.F.GWB on Mtl Stud8' - 0"BATHROOMAEBCBC
AABBB BEC BBBCEB BBEXITSDSDSDSDSDSDSDSDC1BATHROOMBATHROOMBATHROOMEQ14' - 0"EQEQEQ1/32/3EQEQBEDROOMKITCHENEQEQ1/32/3BEDROOMBEDROOMKITCHENKITCHEN1/32/3EQEQ2/31/3EQEQEQ8' - 0"EQEQEQ5' - 6"EQEQEQEQ2/3 1/32/31/3EQEQEQEQEQEQBEQ EQEQEQBEQEQEQEQEQEQEQEQEQ EQEQEQEQ EQAAAEQ EQEQ 'C'EQ 'C'EQ 'B'EQ 'B'EQ 'A'EQ 'A'EQ EQEQ EQEQEQA.F.F.GWB on Mtl Stud7' - 6"A.F.F.GWB on Mtl Stud7' - 6"A.F.F.GWB on Mtl Stud7' - 6"7B-A5.67B-A5.6BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.14BUILDING BLEVEL TWO -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A1.141BLDG B - LEVEL TWO, RCP (PART A) 1/4" = 1'-0"B-A1.142BLDG B - LEVEL TWO, RCP (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
AACEBBBBBBBBBBCCCEXITESDSDSDSDSDSDEQEQEQ8' - 11 7/8"EQ1/32/3EQ EQ1/32/3EQ EQ4' - 6" 6' - 0" 9' - 8 1/8" 6' - 5 3/4"EQ6' - 11 3/4"EQ1/32/3EQ 9' - 0" EQEQEQEQEQEQEQEQEQ EQ1' - 6"3' - 5"2' - 7"EQ EQEQEQBATHROOMA.F.F.GWB on Mtl Stud7' - 6"BEDROOMBEDROOMBEDROOMBATHROOMA.F.F.GWB on Mtl Stud7' - 0"KITCHENKITCHENAEBCBC
AABBB BEC BBBCEB BEXITSDSDSDSDSDSDSDSDSDEQ EQ2/31/3EQ EQ2/31/3EQ14' - 0"EQEQ EQEQEQ1/3 2/3EQ EQ2/31/3EQEQEQ 8' - 0" EQ1/3 2/3EQEQEQEQ5' - 6"2/3 1/3 0"EQEQEQEQEQEQBEQ EQEQEQBEQEQEQEQEQEQEQ EQEQEQEQEQEQEQEQEQ EQEQEQ EQAAAAEQEQEQ EQEQ 'C'EQ 'C'EQ EQEQ EQEQ 'A'EQ 'A'EQ EQEQ 'B'EQ 'B'BEDROOMBEDROOMBEDROOMBATHROOMBATHROOMBATHROOMA.F.F.GWB on Mtl Stud7' - 6"A.F.F.GWB on Mtl Stud7' - 6"7B-A5.67B-A5.6BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.15BUILDING BLEVEL THREE -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A1.151BLDG B - LEVEL THREE, RCP (PART A) 1/4" = 1'-0"B-A1.152BLDG B - LEVEL THREE, RCP (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
AACEBBBBBBBBBBCCCEXITSDSDSDSDSDSDEQ EQEQ9' - 0"EQ1/32/3EQ EQEQ EQ1/32/3EQ7' - 5 3/4"EQ6' - 0"4' - 6" 6' - 0"EQ 9' - 0 3/8" EQEQEQEQEQEQEQEQ EQEQEQEQ EQEQ EQEQ5' - 0"EQBATHROOMBEDROOMBEDROOMBEDROOMBATHROOMKITCHENA.F.F.GWB on Mtl Stud7' - 6"A.F.F.GWB on Mtl Stud7' - 6"AEBCBC
AABBB BEC BBBCEB BEXITSDSDSDSDSDSDSDSDSDEQ EQ2/31/3EQ EQEQ14' - 0"EQEQEQ1/3 2/3EQ EQ2/31/3EQ 8' - 0" EQEQEQ1/3 2/3EQEQ5' - 6"EQEQ2/3 1/3EQEQEQEQEQEQBEQ EQEQEQBEQEQEQ EQEQEQEQEQEQEQ EQEQ EQEQEQEQEQEQ EQAEQEQEQ EQBEDROOMBATHROOMBATHROOMBATHROOMBEDROOMBEDROOM7B-A5.67B-A5.6BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A1.16BUILDING BLEVEL FOUR -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A1.161BLDG B - LEVEL FOUR, RCP (PART A) 1/4" = 1'-0"B-A1.162BLDG B - LEVEL FOUR, RCP (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"BLDG B - AVE GRADE47' - 6"NEW PREFIN ALUM COUNTER FLASHING NEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMREPLACE ALL CLERESTORY WINDOWS & WOOD JAMBS EXIT FROM EGRESS STAIRSEE BUILDING AB CONNECTOR DRAWINGSBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"3B-A3.33B-A3.3REMOVE OUTRIGGER (CONFIRM IT IS NON-STRUCTURAL BEFORE REMOVING)NEW BOARD AND BATTEN SIDING TO MATCH EXISTINGTYPICAL AT ALL 4 EAVE CORNER CONDITIONS AT BLDG 'B' -REMOVE CANTILEVERED BRICK & REPLACED W/ NEW FLUSH PTD SYNTHETHIC PANEL REMOVE ROOF & MISC STRUCTURAL SUPPORTSREPLACE ROOFING, REBUILD FASCIA & EAVE, INSTALL NEW PREFIN ALUM GUTTER & DOWNSPOUTREBUILD/REPOINT MASONRY JAMBS OF EXISTING OPENINGSAT THESE OPENINGS REBUILD/REPOINT GABLE ENDS1B-A3.11B-A3.1MAIN ENTRY TO BUILDING BNEW FIXED WINDOW IN EXISTING OPENINGBLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"B-A2.1BUILDING BELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"B-A2.16BUILDING B - WEST ELEVATION 1/8" = 1'-0"B-A2.15BUILDING B - NORTH ELEVATIONBUILDING 'B'RENOVATION NOTES:1. REPOINT 50% OF EXISTING STONE WALLS2. REPOINT 5% OF EXISTING BRICK WALLS3. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 4. FOR ALL STONE HEADERS THAT ARE CURRENTLY "COATED" REPLACE W/ NEW STONE (MATCH & ALIGN W/ EXISTING)5. FOR ALL " NON-COATED" STONE HEADERS, BUDGET 10% FOR REPLACEMENTABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"2B-A3.22B-A3.2REPLACE ROOFING, REBUILD FASCIA & EAVE, INSTALL NEW PREFIN ALUM GUTTER & DOWNSPOUT1B-A3.11B-A3.1BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"ENTRANCE TO MECHANICAL ROOMSCORRIDOR TO UNITS B-1 AND B-2SEE BUILDING C DRAWINGSBLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"B-A2.2BUILDING BELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"B-A2.27BUILDING B - SOUTH ELEVATION 1/8" = 1'-0"B-A2.28BUILDING B - EAST ELEVATIONBUILDING 'B'RENOVATION NOTES:1. REPOINT 50% OF EXISTING STONE WALLS2. REPOINT 5% OF EXISTING BRICK WALLS3. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 4. FOR ALL STONE HEADERS THAT ARE CURRENTLY "COATED" REPLACE W/ NEW STONE (MATCH & ALIGN W/ EXISTING)5. FOR ALL " NON-COATED" STONE HEADERS, BUDGET 10% FOR REPLACEMENTABDECFGHJKLMNORTHSITE KEY PLANNEW ASPHALT SHINGLE ROOF ON EXISTING DECKNEW WINDOWS IN EXISTING OPENINGNEW GUTTERS AND LEADERSNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.LBLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"4B-A3.44B-A3.4KEY ENLARGED SECTIONSB-A5.2B-A5.37B-A5.67B-A5.6ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"B-A3.1BUILDING BSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"B-A3.11BUILDING B - KEY ENLARGED LONGITUDINAL SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.LBLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"4B-A3.44B-A3.411' - 6 3/8"8' - 5 7/8"10' - 0 1/8"9' - 3"10' - 5 7/8"8' - 11 1/8"10' - 1"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALLFIRE RATED DEMISING WALLF22F22F22F22F11F02F22F31F01F31F31F31F31BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A3.2BUILDING BSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A3.22BUILDING B - LONGITUDINAL SECTION (GL N-F)ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.AL2.BL2.CL2.DL2.EBLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"11' - 6 3/8"8' - 5 7/8"10' - 0 1/8"9' - 3"10' - 5 7/8"8' - 11 1/8"10' - 1"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL7B-A5.67B-A5.6BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A3.3BUILDING BSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A3.33BUILDING B - LONGITUDINAL SECTION (GL E-A)ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"10' - 0 5/64"9' - 3"10' - 5 59/64"8' - 11 5/64"10' - 1"11' - 6 55/128"8' - 5 59/64"BLDG B - AVE GRADE47' - 6"2B-A3.22B-A3.23B-A3.33B-A3.3CONNECTOR BUILDING BETWEEN A&BCONNECTOR BUILDING BETWEEN B AND D1B-A3.11B-A3.1REMOVE EXISTING FLOORINGFIRE RATED DEMISING WALLFIRE RATED DEMISING WALLBLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A3.4BUILDING BSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A3.44BUILDING B - CROSS SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"B-A4.1BUILDING BDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"B-A4.11ROOF B - SECTIONAL GUTTER DETAILNo. Description Date
31' - 2"STAIR 2L2.ML2.NL2.L2B-A5.42B-A5.4UP1B-A5.51B-A5.52B-A5.52B-A5.51B-A5.41B-A5.4L2.ML2.N2B-A5.42B-A5.41B-A5.51B-A5.52B-A5.52B-A5.51B-A5.41B-A5.441' - 3"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/2" = 1'-0"B-A5.1BUILDING BSTAIR 2DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/2" = 1'-0"B-A5.11STAIR 2 (BUILDING B - LEVEL SB) 1/2" = 1'-0"B-A5.12STAIR 2 (BUILDING B - LEVEL B)No. Description Date
L2.ML2.N2B-A5.42B-A5.4TypeA-5TypeA-5D-91B-A5.51B-A5.52B-A5.52B-A5.51B-A5.41B-A5.4NEW WALLS AT STAIRWELLWOOD FRAMED STAIR LANDINGL2.ML2.N2B-A5.42B-A5.410' - 0 7/8"D-6D-1TypeA-6TypeA-6TypeA-61B-A5.51B-A5.52B-A5.52B-A5.51B-A5.41B-A5.4PAINTED METAL PTD PIPEHANDRAILS ATTACHED TO NEW WALL AT STAIRWELLWOOD FRAMED STAIR LANDINGNEW WINDOW IN EXISTING MASONRY OPENING WITH FROSTED GLASS BEHIND NEW STAIRWALLScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/2" = 1'-0"B-A5.2BUILDING BSTAIR 2DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/2" = 1'-0"B-A5.21STAIR 2 (BUILDING B - LEVEL ONE) 1/2" = 1'-0"B-A5.23STAIR 2 (BUILDING B - LEVEL TWO)No. Description Date
L2.ML2.N2B-A5.42B-A5.4D-6D-11B-A5.51B-A5.52B-A5.52B-A5.51B-A5.41B-A5.4HANDRAILS ATTACHED TO NEW WALL AT STAIRWELLWOOD FRAMED STAIR LANDINGL2.ML2.N2B-A5.42B-A5.42' - 5 7/8"TypeA-5TypeA-5TypeA-5D-6D-1HANDRAILS ATTACHED TO NEW WALL AT STAIRWELLWOOD FRAMED STAIR LANDING1B-A5.51B-A5.52B-A5.52B-A5.51B-A5.41B-A5.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/2" = 1'-0"B-A5.3BUILDING BSTAIR 2DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/2" = 1'-0"B-A5.32STAIR 2 (BUILDING B - LEVEL FOUR) 1/2" = 1'-0"B-A5.31STAIR 2 (BUILDING B - LEVEL THREE)No. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"8' - 5 7/8"10' - 0 1/8"9' - 3"10' - 5 7/8"8' - 11 1/8"10' - 1"EXISTING CONCRETE FLOOR TO REMAINNEW WOOD FRAMEDSTAIR FLOORSTAIRWELL WALLEXTENDS TO UNDERSIDE OF ROOFG (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.ML2.LBLDG B - LEVEL 4 BEAMS88' - 4 7/8"NEW WOOD FRAMED STAIRPAINTED METAL PTD PIPEHANDRAILS ATTACHED TO NEW WALL AT STAIRWELLNEW WALL ENDING BELOWLEVEL 4 WINDOWSBLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A5.4BUILDING BSTAIR 2SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A5.42STAIR 2 SECTION E-W 1/4" = 1'-0"B-A5.41STAIR 2 SECTION N-SNo. Description Date
BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"NEW STAIRWELLNEW WINDOW IN EXISTING MASONRY OPENING WITH FROSTED GLASSBEHIND NEW STAIRWELLBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.ML2.NL2.LBLDG B - LEVEL 4 BEAMS88' - 4 7/8"NEW WOOD FRAMED STAIRNEW WINDOW IN EXISTING MASONRY OPENING WITH FROSTED GLASSBEHIND NEW STAIRWELLScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A5.5BUILDING BSTAIR 2SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A5.51Section E-W 1/4" = 1'-0"B-A5.52STAIR 2 SECTION N-SNo. Description Date
6B-A5.66B-A5.67B-A5.67B-A5.66B-A5.66B-A5.67B-A5.67B-A5.66B-A5.66B-A5.67B-A5.67B-A5.66B-A5.66B-A5.67B-A5.67B-A5.66B-A5.66B-A5.67B-A5.67B-A5.6BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"8' - 5 7/8"10' - 0 1/8"9' - 3"10' - 5 7/8"8' - 11 1/8"7B-A5.67B-A5.6BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"6B-A5.66B-A5.6BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-A5.6ELEVATORPLANS ANDSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date
7' - 10 1/2"3' - 0"5"7' - 2 5/8"B-A6.1272425266' - 7 3/4"L2.H4' - 6 7/8"4' - 7 3/8"6' - 10 1/2"2' - 9"4' - 11 5/8"1' - 9 7/8"6' - 9 1/2"B-A6.116171819L2.N7' - 4"11' - 3"B-A6.123212022BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"L2.HBLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.2BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.CL2.D8' - 0"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.2BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.DBLDG F - LEVEL 352' - 6 1/2"B-A6.1283130296' - 7 3/8"7' - 10 1/2"4' - 7 1/2"BLDG B - LEVEL 479' - 11"L2.2BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL 479' - 11"L2.DBLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL 479' - 11"L2.2BLDG B - LEVEL 4 BEAMS88' - 4 7/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A6.1BUILDING BTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A6.15TOILET PLAN ( TYPE-6 ) 1/4" = 1'-0"B-A6.13TOILET PLAN ( TYPE-4 ) 1/4" = 1'-0"B-A6.14TOILET PLAN ( TYPE-5 ) 1/4" = 1'-0"B-A6.116ELEVATION 16 1/4" = 1'-0"B-A6.117ELEVATION 17 1/4" = 1'-0"B-A6.118ELEVATION 18 1/4" = 1'-0"B-A6.119ELEVATION 19 1/4" = 1'-0"B-A6.120ELEVATION 20 1/4" = 1'-0"B-A6.121ELEVATION 21 1/4" = 1'-0"B-A6.122ELEVATION 22 1/4" = 1'-0"B-A6.123ELEVATION 23 1/4" = 1'-0"B-A6.124ELEVATION 24 1/4" = 1'-0"B-A6.125ELEVATION 25 1/4" = 1'-0"B-A6.126ELEVATION 26 1/4" = 1'-0"B-A6.127ELEVATION 27BLDG B - LEVEL B, UNITS B-2 (2-BEDS),BLDG B - LEVEL B, UNITS B-1 (2-BEDS), TYPE-ABLDG B - LEVEL 1, UNIT B-6 (1-BED)BLDG B - LEVEL 2, UNIT B-11 (1-BED)BLDG B - LEVEL 3, UNIT B10 (1-BED)BLDG B - LEVEL 4, UNIT B21 (1-BED) 1/4" = 1'-0"B-A6.11TOILET PLAN ( TYPE-6A ) 1/4" = 1'-0"B-A6.128ELEVATION 28 1/4" = 1'-0"B-A6.129ELEVATION 29 1/4" = 1'-0"B-A6.130ELEVATION 30 1/4" = 1'-0"B-A6.131ELEVATION 31BLDG B - LEVEL 4, UNITS B-21 (2-BEDS)TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYNo. Description Date
L2.HL2.JL2.1B-A6.24765B-A6.28111094' - 10"L2.AL2.BL2.1B-A6.212151413BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.HL2.J8' - 0"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.HL2.JBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.NBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.1BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.NBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.1BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.BBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.1BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.BBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.1BLDG F - LEVEL 352' - 6 1/2"L2.FL2.12' - 4 3/8"7' - 2 7/8"6' - 6 7/8"3' - 0"5"3' - 10 3/8"1' - 10"5' - 8 3/8"9' - 11 7/8"B-A6.217201918BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.1BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.FBLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.1BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.FBLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A6.2BUILDING BTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A6.21TOILET PLAN ( TYPE-8 ) 1/4" = 1'-0"B-A6.22TOILET PLAN ( TYPE-9 ) 1/4" = 1'-0"B-A6.23TOILET PLAN ( TYPE-10 ) 1/4" = 1'-0"B-A6.24ELEVATION 4 1/4" = 1'-0"B-A6.25ELEVATION 5 1/4" = 1'-0"B-A6.26ELEVATION 6 1/4" = 1'-0"B-A6.27ELEVATION 7BLDG B - LEVEL 1, UNIT B-4 (2-BEDS)BLDG B - LEVEL 2, UNIT B-9 (2-BEDS)BLDG B - LEVEL 3, UNIT B-14 (2-BEDS)BLDG B - LEVEL 4, UNIT B-19 (2-BEDS) 1/4" = 1'-0"B-A6.28ELEVATION 8 1/4" = 1'-0"B-A6.29ELEVATION 9 1/4" = 1'-0"B-A6.210ELEVATION 10 1/4" = 1'-0"B-A6.211ELEVATION 11 1/4" = 1'-0"B-A6.212ELEVATION 12 1/4" = 1'-0"B-A6.213ELEVATION 13 1/4" = 1'-0"B-A6.214ELEVATION 14 1/4" = 1'-0"B-A6.215ELEVATION 15BLDG B - LEVEL 2, UNIT B-10 (1-BED)BLDG B - LEVEL 3, UNIT B-13 (1-BED)BLDG B - LEVEL 4, UNIT B-20 (1-BED) 1/4" = 1'-0"B-A6.216TOILET PLAN ( TYPE-7 ) 1/4" = 1'-0"B-A6.217ELEVATION 17 1/4" = 1'-0"B-A6.218ELEVATION 18 1/4" = 1'-0"B-A6.219ELEVATION 19 1/4" = 1'-0"B-A6.220ELEVATION 20BLDG B - LEVEL 1, UNIT B-3 (1-BED) TYPE ABLDG B - LEVEL 2, UNIT B-8 (1-BED) TYPE ABLDG B - LEVEL 3, UNIT B-13 (1-BED) TYPE ABLDG B - LEVEL 4, UNIT B-18 (1-BED)BLDG B - LEVEL 1, UNIT B-7 (STUDIOBLDG B - LEVEL 2, UNIT B-12 (1-BED)BLDG B - LEVEL 3, UNIT B-17 (1-BED)BLDG B - LEVEL 4, UNIT B-22 (1-BED)TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYNo. Description Date
B-A6.3233' - 4 1/2"10' - 7 3/4"10' - 1"5' - 0"8' - 6 3/4"3' - 0"3' - 4 7/8"9' - 10 1/2"3' - 0"1' - 8"2' - 10"7' - 6"3' - 0"1' - 8"2' - 10"1' - 6"6' - 0"7' - 6"L2.2L2.NB-A6.12022B-A6.3563' - 0"1' - 2 7/8"7' - 6 1/8"2' - 4 3/8"4' - 2"2' - 1"2' - 1"1' - 0"7' - 1"4' - 8 1/2"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"L2.N3' - 0"1' - 8"2' - 10"7' - 6"1' - 6"6' - 0"BLDG B - LEVEL 150' - 2"BLDG B - LEVEL B41' - 2 7/8"L2.N2' - 10"L2.2L2.HL2.JL2.1B-A6.3983' - 11 5/8"2' - 1 3/8"11"2' - 2"9' - 2"9' - 7 7/8"2' - 3 5/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.HL2.J2' - 10"1' - 9"3' - 0"2' - 0"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.HL2.J2' - 10"1' - 8"3' - 0"1' - 6"6' - 0"7' - 6"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A6.3BUILDING BKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A6.31KITCHEN PLAN ( TYPE-8 ) 1/4" = 1'-0"B-A6.32ELEVATION 2 1/4" = 1'-0"B-A6.33ELEVATION 3BLDG B - LEVEL B, UNIT B-2 (2-BEDS) 1/4" = 1'-0"B-A6.34KITCHEN PLAN ( TYPE-7 ) 1/4" = 1'-0"B-A6.35ELEVATION 5 1/4" = 1'-0"B-A6.36ELEVATION 6BLDG B - LEVEL B, UNIT B-1 (2-BEDS) TYPE ABLDG B - LEVEL 1, UNIT B-4 (2-BEDS)BLDG B - LEVEL 2, UNIT B-9 (2-BEDS)BLDG B - LEVEL 3, UNIT B-14 (2-BEDS)BLDG B - LEVEL 4, UNIT B-19 (2-BEDS) 1/4" = 1'-0"B-A6.37KITCHEN PLAN ( TYPE 9 ) 1/4" = 1'-0"B-A6.38KITCHEN PLAN 5 1/4" = 1'-0"B-A6.39ELEVATION 6No. Description Date
L2.2L2.EL2.FB-A6.4563' - 0 5/8"2' - 6 1/8"2' - 1"8' - 4 3/4"2' - 1"10' - 5 3/4"7' - 7 3/4"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.22' - 10"1' - 8"3' - 0"7' - 6"2' - 0"2' - 8"2' - 10"7' - 6"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 150' - 2"L2.EL2.F2' - 0"2' - 8"2' - 10"7' - 6"1' - 6"3' - 2"2' - 10"BLDG F - LEVEL 352' - 6 1/2"L2.2L2.BL2.1B-A6.41037' - 3 1/2"2' - 1"9' - 4 1/2"7' - 2 7/8"3' - 0 1/4"4' - 7 1/8"3' - 6 1/4"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.2L2.12' - 10"1' - 8"1' - 6"1' - 6"7' - 6"2' - 0"2' - 8"2' - 10"7' - 6"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.AL2.B3' - 0"1' - 8"2' - 10"7' - 6"2' - 0"2' - 8"2' - 10"7' - 6"BLDG F - LEVEL 352' - 6 1/2"L2.2L2.ML2.1B-A6.420212' - 10 1/2"6' - 5 5/8"10' - 5 1/8"22BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"L2.2L2.18' - 11 1/4"2' - 10"3' - 2"1' - 6"1' - 8"3' - 0"2' - 10"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"L2.2L2.18' - 11 1/4"34"6' - 1 1/4"2' - 10"L2.2L2.FL2.GB-A6.4788' - 8"5' - 9 5/8"2' - 10 3/8"10' - 5 3/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.21' - 8"2' - 10"7' - 6"2' - 0"3' - 0"1' - 8"2' - 10"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"L2.FL2.G2' - 10"1' - 8"1' - 6"1' - 6"7' - 6"2' - 10"2' - 8"2' - 0"0"BLDG F - LEVEL 352' - 6 1/2"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"L2.M2' - 10"1' - 8"3' - 0"2' - 0"2' - 8"2' - 10"7' - 6"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"B-A6.4BUILDING BKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"B-A6.44KITCHEN PLAN ( TYPE-12 ) 1/4" = 1'-0"B-A6.45ELEVATION 5 1/4" = 1'-0"B-A6.46ELEVATION 6BLDG B - LEVEL 1, UNIT B-6 (1-BED)BLDG B - LEVEL 2, UNIT B-11 (1-BED)BLDG B - LEVEL 3, UNIT B-16 (1-BED)BLDG B - LEVEL 4, UNIT B-21 (1-BED) 1/4" = 1'-0"B-A6.42KITCHEN PLAN ( TYPE-11 ) 1/4" = 1'-0"B-A6.43ELEVATION 3 1/4" = 1'-0"B-A6.410ELEVATION 10BLDG B - LEVEL 1, UNIT B-7 (STUDIO)BLDG B - LEVEL 2, UNIT B-12 (1-BED)BLDG B - LEVEL 3, UNIT B-17 (1-BED)BLSG B - LEVEL 4, UNIT B-22 (1-BED) 1/4" = 1'-0"B-A6.419KITCHEN PLAN ( TYPE-10 ) 1/4" = 1'-0"B-A6.420ELEVATION 20 1/4" = 1'-0"B-A6.421ELEVATION 21BLDG B - LEVEL 1, UNIT B-3 (1-BED) TYPE A, BLDG B - LEVEL 2, UNIT B-8 (1-BED) TYPE A, BLDG B - LEVEL 3, UNIT B-13 (1-BED) TYPE ABLDG B - LEVEL 4, UNIT B-18 (1-BED)BLDG B - LEVEL 1, UNIT B-5 (1-BED)BLDG B - LEVEL 2, UNIT B-10 (1-BED)BLDG B - LEVEL 3, UNIT B-12 (1-BED)BLDG B - LEVEL 4, UNIT B-20 (1-BED) 1/4" = 1'-0"B-A6.41KITCHEN PLAN ( TYPE-13 ) 1/4" = 1'-0"B-A6.47ELEVATION 7 1/4" = 1'-0"B-A6.48ELEVATION 8 1/4" = 1'-0"B-A6.422ELEVATION 22No. Description Date
L2.2L2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LREMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYSHORE STRUCTURE ABOVE. DEMOLISH STRUCTURAL COLUMN. SEE STRUCTURAL DRAWINGS.SEE SITE PLAN FOR EXTERIOR STRUCTURE NOTES.DEMOLISH ELEVATOR, SHAFT AND ALL ASSOCIATED MACHINERY AND EQUIPMENT.L2.2L2.2L2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.1L2.LREMOVE WOOD FLOOR AND FLOOR FRAMING AT THIS AREA.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT. SEE STRUCTURAL DRAWINGS.DEMOLISH COLUMN AND RESUPPORT STRUCTURE.DEMOLISH COLUMN AND RESUPPORT STRUCTURE.DEMOLISH CONCRETE SLAB AT THIS AREA FOR NEW ELEVATOR PIT.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE CASED DOOR OPENINGREMOVE CASED DOOR OPENINGREMOVE ALL EXISTING WINDOWS ON THIS FLOOR TYPICALLY.SEE SITE PLAN FOR EXTERIOR STRUCTURE NOTES.DEMOLISH ELEVATOR, SHAFT AND ALL ASSOCIATED MACHINERY AND EQUIPMENT. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-D1.0BUILDING BDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"B-D1.01BUILDING B - LEVEL SB - DEMOLITION PLAN 1/8" = 1'-0"B-D1.03BUILDING B - LEVEL B - DEMOLITION PLANNo. Description Date
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.NL2.1L2.LREMOVE WOOD FLOOR AND FLOOR FRAMING AT THIS AREA.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT.SEE STRUCTURAL DRAWINGS.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR.DEMOLISH FLOOR AND FLOOR FRAMING IN THIS AREA FOR NEW ELEVATOR SHAFT.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT. SEE STRUCTURAL DRAWINGS.SEE SITE DEMO PLANS FOR NOTES ON AB CONNECTOR.SHORE STRUCTURE. DEMOLISH COLUMN AND RESUPPORT FLOOR ABOVE. SEE STRUCTURAL DRAWINGS.DEMOLISH ELEVATOR, SHAFT AND ALL ASSOCIATED MACHINERY AND EQUIPMENT.L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LREMOVE WOOD FLOOR AND FLOOR FRAMING AT THIS AREA.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT.SEE STRUCTURAL DRAWINGS.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR.DEMOLISH FLOOR AND FLOOR FRAMING IN THIS AREA FOR NEW ELEVATOR SHAFT.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT. SEE STRUCTURAL DRAWINGS.SEE SITE DEMO PLANS FOR NOTES ON AB CONNECTOR.SHORE STRUCTURE. DEMOLISH COLUMN AND RESUPPORT FLOOR ABOVE. SEE STRUCTURAL DRAWINGS.DEMOLISH ELEVATOR, SHAFT AND ALL ASSOCIATED MACHINERY AND EQUIPMENT. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-D1.1BUILDING BDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"B-D1.12BUILDING B - LEVEL 2 - DEMOLITION PLANNo. Description Date 1/8" = 1'-0"B-D1.11BUILDING B - LEVEL 1 - DEMOLITION PLANABDECFGHJKLMNORTHSITE KEY PLAN
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LREMOVE WOOD FLOOR AND FLOOR FRAMING AT THIS AREA.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT.SEE STRUCTURAL DRAWINGS.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR.DEMOLISH FLOOR AND FLOOR FRAMING IN THIS AREA FOR NEW ELEVATOR SHAFT.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT. SEE STRUCTURAL DRAWINGS.SEE SITE DEMO PLANS FOR NOTES ON AB CONNECTOR.SHORE STRUCTURE. DEMOLISH COLUMN AND RESUPPORT FLOOR ABOVE. SEE STRUCTURAL DRAWINGS.DEMOLISH ELEVATOR, SHAFT AND ALL ASSOCIATED MACHINERY AND EQUIPMENT.L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LDEMOLISH ELEVATOR, SHAFT AND ALL ASSOCIATED MACHINERY AND EQUIPMENT.REMOVE WOOD FLOOR AND FLOOR FRAMING AT THIS AREA.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT.SEE STRUCTURAL DRAWINGS.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR.DEMOLISH FLOOR AND FLOOR FRAMING IN THIS AREA FOR NEW ELEVATOR SHAFT.SHORE STRUCTURE. CUT TIMBER GIRDER AND RESUPPORT. SEE STRUCTURAL DRAWINGS.DEMOLISH PORTION OF ROOF AND ROOF FRAMING TO ACCOMMODATE NEW CONNECTOR.DEMOLISH PORTION OF EXTEROR WALL AND WINDOW TO ACCOMMODATE NEW CONNECTOR. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-D1.2BUILDING BDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date 1/8" = 1'-0"B-D1.22BUILDING B - LEVEL 3 - DEMOLITION PLAN 1/8" = 1'-0"B-D1.24BUILDING B - LEVEL 4 - DEMOLITION PLAN
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LREMOVE ALL CEILING JOISTS BETWEEN FRAMES AND CEILING PLANKS WHERE THEY OCCUR.REMOVE ALL ELEVATOR EQUIPMENT, MACHINERY AND SHAFT WALLS.REMOVE CEILING JOISTS AT FOURTH FLOOR.REMOVE EXISTING WINDOWS AT ALL FLOORS.REMOVE FLOORING AND FLOOR FRAMING AT ALL FLOORS TO ACCOMMODATE NEW STAIR WELL.REMOVE FLOORING AND FLOOR FRAMING AT ALL FLOORS TO ACCOMMODATE NEW STAIR WELL. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedB-D1.3BUILDING BDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date 1/8" = 1'-0"B-D1.31BLDG B - LEVEL 4 BEAMS, DEMOLITION PLANB-D1.32BUILDING B - DEMO CUT-AWAY AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLAN
BUILDING BSTAIR 2ELECTRICAL METER ROOMMAINTENANCE ROOMBOILER ROOMSPRINKLER ROOMTo be DemolishedBUILDING BUNIT B-1(2 BEDROOM)TYPE AUNIT B-2(2 BEDROOM)MECHMECHELEVATORBORROW LITE ABOVEBORROW LITE ABOVEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"B-F1.1BUILDING BFURNITUREPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerPB/SK10/12/201816-0631 UNIT REVISIONS 9/9/16 1/8" = 1'-0"B-F1.11BUILDING B - LEVEL SB, FURNITURE PLAN 1/8" = 1'-0"B-F1.12BUILDING B - LEVEL B, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING BUNIT B-3(1 BEDROOM)TYPE 'A'UNIT B-4(2 BEDROOM)UNIT B-5(1 BEDROOM)UNIT B-6(1 BEDROOM)UNIT B-7(STUDIO)MECHMECHMECHMECHMECHMAILBOXESTYPICAL STRAIGHT RUN EGRESS STAIR IN NEW STAIR ENCLOSURE BETWEEN BUILDINGS, WITH EXPOSED BUILDING FACADES. FLOOR-TO-FLOOR HEIGHT VARIES. HIGHEST RUN IS FIRST TO SECOND FLOOR WITH 19 RISERS AT 6 5/8” +/- = 10’-6” AND 18 TREADS AT 11” = 16’-6”.NOTE:NOT TYPE ‘A’ ON FOURTH FLOOR.To be DemolishedBORROWED LITEABOVEBORROWED LITEABOVEBUILDING BUNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)MECHMECHMECHMECHMECHBORROWED LITEABOVEBORROWED LITEABOVEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"B-F1.2BUILDING BFURNITUREPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerPB/SK10/12/201816-0631 UNIT REVISIONS 9/9/16 1/8" = 1'-0"B-F1.23BUILDING B - LEVEL ONE, FURNITURE PLAN 1/8" = 1'-0"B-F1.24BUILIDING B - LEVEL TWO, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING BUNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)MECHMECHMECHMECHMECHBORROWED LITE ABOVEBORROWED LITEABOVEBUILDING BUNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)MECHMECHMECHMECHMECHBORROWED LITE ABOVEBORROWEDLITEABOVEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"B-F1.3BUILDING BFURNITUREPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerPB/SK10/12/201816-0631 UNIT REVISIONS 9/9/16 1/8" = 1'-0"B-F1.35BUILDING B - LEVEL THREE, FURNITURE PLAN 1/8" = 1'-0"B-F1.36BUILDING B - LEVEL FOUR, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING BUNIT C-1(2 BEDROOM)STAIR 2ELECTRICAL METER ROOMMAINTENANCE ROOMBOILER ROOMSPRINKLER ROOMMATCHLINEMATCHLINEB-A3.3To be DemolishedBUILDING BUNIT B-1(2 BEDROOM)TYPE AUNIT B-2(2 BEDROOM)ELEVATORMATCHLINEMATCHLINEB-A3.4PART APART BB-A3.4BUILDING BUNIT B-3(1 BEDROOM)TYPE 'A'UNIT B-4(2 BEDROOM)UNIT B-5(1 BEDROOM)UNIT B-6(1 BEDROOM)UNIT B-7(STUDIO)MECHMECHMECHMECHMECHMAILBOXESUNIT A-2(2 BEDROOM)B-A3.5MATCHLINEPART APART BMATCHLINEB-A3.5ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/16" = 1'-0"B-KP1.1BUILDING B KEYPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/16" = 1'-0"B-KP1.11BUILDING B - LEVEL SB, KEY PLAN 1/16" = 1'-0"B-KP1.12BUILDING B - LEVEL B, KEY PLAN 1/16" = 1'-0"B-KP1.13BUILDING B - LEVEL ONE, KEY PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING ABUILDING BUNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)SEE SHEET ABC-A1.1 FOR BUILDING A LEVEL ONE PLANMECHMECHMECHMECHMECHMATCHLINEB-A3.6PART APART BMATCHLINETo be DemolishedB-A3.6BUILDING BUNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)MECHMECHMECHMECHMECHMECHMATCHLINEB-A3.7PART APART BMATCHLINEB-A3.7BUILDING BUNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)MECHMECHMECHMECHMATCHLINEB-A3.8PART APART BMATCHLINEB-A3.8B-A3.9PART APART BB-A3.9MATCHLINE MATCHLINEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/16" = 1'-0"B-KP1.2BUILDING B KEYPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/16" = 1'-0"B-KP1.24BUILIDING B - LEVEL TWO KEY PLAN 1/16" = 1'-0"B-KP1.25BUILDING B - LEVEL THREE KEY PLAN 1/16" = 1'-0"B-KP1.26BUILDING B - LEVEL FOUR KEY PLAN 1/16" = 1'-0"B-KP1.27BUILDING B - ROOF KEY PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
F-A2.2221C-A3.11C-A3.1C-A2.111C-A2.19C-A2.1102C-A3.12C-A3.1NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM SLOPESLOPEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"C-A1.2BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOM 1/4" = 1'-0"C-A1.23BLDG C - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
CEC
BEB
BBBB BB
BSDSDSDSDSDSD2/31/3EQEQ2/31/3EQEQEQ5' - 5 5/8"EQ2/31/3EQEQ2/31/3EQEQ1/32/3EQEQ8' - 0"5' - 6 1/8"BEQ EQEQ9' - 0"EQEQEQEQ EQEQEQEQ EQ
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B
BBBB BB
BSDSDSDSDSDSD7' - 0 3/8"4' - 0"1/32/3EQEQEQ7' - 0"EQ1/32/3EQEQ1/32/3EQEQ4' - 9 3/4"5' - 6 5/8"4' - 11 3/8"EQEQEQ8' - 0"EQEQEQEQEQ2/31/3EQEQ2/31/3EQ EQEQEQEQEQEQ EQBCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedC-A1.11BUILDING CREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"C-A1.111BLDG C - LEVEL ONE, RCP 1/4" = 1'-0"C-A1.112BLDG C - LEVEL TWO, RCPABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMCL -7' 0"CL -7' 0"BEDROOMKITCHENBEDROOMCL -7' 0"CL -7' 0"KITCHENBEDROOMKITCHENKITCHENBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMNo. Description Date
BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG C - ROOF52' - 4 5/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMFACE OF BLDG 'B'BLDG G - LEVEL 1B NEW30' - 8"ENTRY TO UNIT C-3ENTRY TO UNIT C-4NEW DOOR IN EXISTING/REVISED OPENING NEW WINDOW IN EXISTING/REVISED DOOR OPENING NEW DOOR IN EXISTING/REVISED WINDOW OPENINGNEW WINDOW IN EXISTING WINDOW OPENINGBLDG F - LEVEL 352' - 6 1/2"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG C - ROOF52' - 4 5/8"FACE OF BLDG 'B'ENTRY TO UNIT C-2ENTRY TO UNIT C-1NEW GUTTERS AND DOWNSPROUTSNEW WINDOWS IN EXISTING OPENINGSNEW WINDOW IN NEW OPENING IN NEW RECONSTRUCTED BRICK MASONRY TO MATCH TO EXISTINGNEW DOOR IN REVISED MASONRY OPENINGBLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG C - ROOF52' - 4 5/8"NEW 42" HIGH GUARDRAILNEW ARCHITECTURAL PRECAST COPING OVER NEW S.S THRU-WALL FLASHINGGRADENEW WINDOW IN EXISTING OPENINGREPAINT EXISTING PARGED WALLBLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"C-A2.1BUILDING CELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"C-A2.19BUILDING C - NORTH ELEVATION 1/8" = 1'-0"C-A2.111BUILDING C - SOUTH ELEVATION 1/8" = 1'-0"C-A2.110BUILDING C - EAST ELEVATIONBUILDING 'C' RENOVATION NOTES:1. REPOINT 20% OF EXISTING BRICK WALL. BUDGET 5% FOR NEW EXTERIOR BRICK WALL REPLACEMENT2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"10' - 5"BLDG C - ROOF52' - 4 5/8"1C4.2NEW LOW SLOPE ROOF SYSTEM ON EXISTING FRAMING NEW WINDOW IN EXISTING MASONRY OPENINGNEW CONCRETE SLAB ON GRADE WITH FINISH FLOORING ON TOPGWB CEILING9' - 0"10 1/2"6 1/2"9' - 6 1/2"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"9' - 0"10' - 5"BLDG C - ROOF52' - 4 5/8"FIRE RATED DEMISING WALLNEW WOOD FRAME FLOOR SYSTEMGWB CEILINGNEW CONCRETE SLAB WITHFINISH FLOORING ON TOPScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"C-A3.1BUILDING CSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"C-A3.11BUILDING C - CROSS SECTION 1/4" = 1'-0"C-A3.12BUILDING C - LONGITUDINAL SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
L2.GC-A6.165C-A6.191211105' - 0"1' - 3 3/4"6' - 3 7/8"2' - 9"7' - 2 5/8"
9' - 11 5/8"C-A6.1131415169' - 3"2' - 8 3/4"
11' - 11 7/8"C-A6.1172019185' - 8 5/8"2' - 9"12' - 0 3/4"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"9' - 0"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"C-A6.1BUILDING CTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"C-A6.11TOILET PLAN ( TYPE-11 ) 1/4" = 1'-0"C-A6.12TOILET PLAN ( TYPE-12 ) 1/4" = 1'-0"C-A6.13TOILET PLAN ( TYPE-13 ) 1/4" = 1'-0"C-A6.14TOILET PLAN ( TYPE-14 ) 1/4" = 1'-0"C-A6.19ELEVATION 9 1/4" = 1'-0"C-A6.110ELEVATION 10 1/4" = 1'-0"C-A6.111ELEVATION 11 1/4" = 1'-0"C-A6.112ELEVATION 12 1/4" = 1'-0"C-A6.113ELEVATION 13 1/4" = 1'-0"C-A6.114ELEVATION 14 1/4" = 1'-0"C-A6.115ELEVATION 15 1/4" = 1'-0"C-A6.116ELEVATION 16 1/4" = 1'-0"C-A6.117ELEVATION 17 1/4" = 1'-0"C-A6.118ELEVATION 18 1/4" = 1'-0"C-A6.119ELEVATION 19 1/4" = 1'-0"C-A6.120ELEVATION 20BLDG C - LEVEL 1, UNITS C-1 (2-BEDS)BLDG C - LEVEL 2, UNITS C-2 (2-BEDS)BLDG C - LEVEL 3, UNITS C-3 (2-BEDS) TYPE ABLDG C - LEVEL 4, UNITS C-4 (2-BEDS) TYPE ATYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY 1/4" = 1'-0"C-A6.15ELEVATION 5 1/4" = 1'-0"C-A6.16ELEVATION 6No. Description Date
C-A6.28910' - 1 3/8"2' - 1"3' - 4"2' - 11 3/4"8' - 5 3/4"5' - 4"2' - 0"7' - 4"2' - 9"3' - 0 3/4"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"2' - 10"1' - 8"1' - 6"1' - 6"2' - 10"1' - 8"3' - 0"7' - 6"BLDG G - LEVEL 1B NEW30' - 8"BLDG C - LEVEL 241' - 6 7/8"BLDG C - LEVEL 131' - 1 7/8"2' - 10"1' - 8"3' - 0"7' - 6"BLDG G - LEVEL 1B NEW30' - 8"C-A6.212112' - 5 1/8"6' - 2"3' - 0"8' - 1 1/8"
11' - 1"6' - 6 1/8"BLDG C - LEVEL 241' - 6 7/8"2' - 10"1' - 8"3' - 0"2' - 10"BLDG C - LEVEL 241' - 6 7/8"2' - 10"1' - 8"3' - 0"7' - 6"1' - 6"3' - 2"2' - 10"L2.GL2.HC-A6.2659' - 3 3/4"5' - 2 3/4"10' - 1"
3' - 0"7' - 1"3' - 0"2' - 0"5' - 0"BLDG C - LEVEL 241' - 6 7/8"2' - 10"1' - 8"3' - 0"BLDG C - LEVEL 241' - 6 7/8"2' - 10"1' - 8"1' - 6"1' - 6"2' - 10"1' - 8"3' - 0"7' - 6"L2.HC-A6.232BLDG C - LEVEL 131' - 1 7/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"C-A6.2BUILDING CKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063BLDG C - LEVEL 1, UNIT C-2 (2-BEDS)BLDG C - LEVEL 2, UNIT C-3 (2-BEDS) TYPE A 1/4" = 1'-0"C-A6.27KITCHEN PLAN ( TYPE-15 ) 1/4" = 1'-0"C-A6.28ELEVATION 8 1/4" = 1'-0"C-A6.29ELEVATION 9BLDG C - LEVEL 2, UNIT C-4 (2-BEDS) 1/4" = 1'-0"C-A6.210KITCHEN PLAN (TYPE - 17) 1/4" = 1'-0"C-A6.211ELEVATION 11 1/4" = 1'-0"C-A6.212ELEVATION 12 1/4" = 1'-0"C-A6.24KITCHEN PLAN ( TYPE-16 ) 1/4" = 1'-0"C-A6.25ELEVATION 5 1/4" = 1'-0"C-A6.26ELEVATION 6 1/4" = 1'-0"C-A6.21KITCHEN PLAN ( TYPE-14 ) 1/4" = 1'-0"C-A6.22ELEVATION 2 1/4" = 1'-0"C-A6.23Elevation 3BLDG C - LEVEL 1, UNIT C-1 (1-BED)No. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR.REMOVE ALL EXISTING EXTERIOR DOORS AT THIS LEVEL. DEMOLISH STAIR TO UPPER LEVEL.DEMOLISH ALL COLUMNS AND UPPER FLOOR SYSTEM.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS.REMOVE ALL FLOORING, SUBFLOOR AND FLOOR FRAMING AT THIS LEVEL.REMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR.REMOVE ALL EXISTING EXTERIOR DOORS AT THIS LEVEL. DEMOLISH SECOND LEVEL FLOOR ENTIRELY (FLOOR, FRAMING AND COLUMNS).DEMOLISH STAIR TO SECOND LEVEL.DEMOLISH EXTERIOR WINDOWS AND DOORS AT BOTH LEVELS ON ALL FACADES. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedC-D1.1BUILDING CDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"C-D1.11BUILDING C - LEVEL 1, DEMOLITION PLAN 1/8" = 1'-0"C-D1.12BUILDING C - LEVEL 2 DEMOLITION PLANC-D1.13BUILDING C - DEMO CUT-AWAY AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING CUNIT C-1(2 BEDROOM)UNIT C-2(2 BEDROOM)BUILDING FBORROWED LITE ABOVEBUILDING CBUILDING FUNIT C-3(2 BEDROOM)TYPE AUNIT C-4(2 BEDROOM)TYPE AScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"C-F1.1BUILDING CFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"C-F1.11BUILDING C - LEVEL ONE, FURNITURE PLAN 1/4" = 1'-0"C-F1.12BUILDING C - LEVEL TWO, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
OAO1O2O3O4O52D-A3.12D-A3.11D-A3.11D-A3.1D-A2.115D-A2.113D-A2.114NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"D-A1.2BUILDING DPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"D-A1.21BUILDING D - ROOF LEVEL , ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPNo. Description Date
ABCEB
B
B
B
B B
B
BCECACCEXITSDSDSDSDSD1/32/3EQ EQ2/3 1/3EQEQ1/32/3EQEQEQEQ2/3 1/3EQEQEQ 9' - 0" EQEQ7' - 0"EQ5' - 0"2/3 1/3EQEQEQ EQEQEQEQ EQEQEQEQ EQEQEQEQ EQEQ EQEQEQEQEQEQEQEQ EQEQEQBBB
B
B
B
B B
B
ACCEEBABSDSDSDSDSD
1/32/3EQ EQ2/3 1/3EQEQ1/32/3EQ EQEQ7' - 0"EQ2/3 1/3EQEQEQ 8' - 0" EQEQ7' - 0"EQ5' - 0"2/3 1/3EQEQEQ EQEQEQEQEQEQ EQEQEQEQ EQEQEQEQ EQBCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedD-A1.11BUILDING DREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"D-A1.111BLDG D - LEVEL ONE, RCP 1/4" = 1'-0"D-A1.112BLDG D - LEVEL TWO, RCPNOTE: CEILINGS IN BLDG 'D', 1ST FLOOR, SHALL BE @ 9'A.F.F. ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMBEDROOMKITCHENKITCHENBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMCL -8' 0"CL -8' 0"No. Description Date
BLDG D - LEVEL 253' - 6 7/8"1BLDG D - LEVEL 142' - 3 3/8"O1O2O3O4O5BLDG D - ROOF66' - 7 7/8"1SP-A2.21SP-A2.2PART OF BUILDING EREMOVE PLANTER BOX AND REPLACE THE MASONRY BELOW THE WINDOW SILLSTYPICAL -REPLACE MIN 7 ROWS OF FACE BRICK ALONG THE WALLREPOINT BANK OF BRICK BETWEEN WINDOWSREMOVE EXISTING WOOD STRUCTURENEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMNEW LOW SLOPED ROOFING SYSTEMBLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"BLDG D - ROOF66' - 7 7/8"REMOVE DETERIORATED OUTRIGGER AND REBUILD AREA W/ NEW MASONRY THE CORNER OF THIS BLDG IS IN STRUCTURAL DISTRESS AND MUST BE REBUILT IN TOTAL, INCLUDING THE INSTALLATION OF A REINFORCEDFOUNDATION. REFER TO STRUCTURAL DWGS.REMOVE EXISTING STEEL STAIRBLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"O1O2O3O4O5BLDG D - ROOF66' - 7 7/8"REBUILD ARCHED BRICK LINTELS & BRICK ABOVE , INCLUDING ALL ASSOCIATED PORTIONS OF EXISTING CORNICE REPOINT ALL BRICK ABOVE 1ST FLOOR WINDOWSREBUILD PORTION OF WALLTHE CORNER OF THIS BLDG IS IN STRUCTURAL DISTRESS AND MUST BE REBUILT IN TOTAL, INCLUDING THE INSTALLATION OF A REINFORCED FOUNDATION. REFER TO STRUCTURAL DWGS.REPOINT 5 ROWS OF BRICK THIS WALLREPAIR THIS AREA, INCLUDING SECTION OF STONE FOUNDATION WALLREMOVE EXISTING STEEL STAIRBLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"BLDG D - ROOF66' - 7 7/8"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"D-A2.1BUILDING DELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"D-A2.112BUILDING D - ELEVATION NORTH 1/8" = 1'-0"D-A2.115BUILDING D - ELEVATION EAST 1/8" = 1'-0"D-A2.113BUILDING D - ELEVATION SOUTH 1/8" = 1'-0"D-A2.114BUILDING D - ELEVATION WESTBUILDING 'D' RENOVATION NOTES:1. REPOINT 50% OF EXISTING BRICK WALL. BUDGET 20% FOR NEW EXTERIOR BRICK WALL RECONSTRUCTION. THERE ARE MANY BRICKS ON THIS BLDG THAT HAVE LOST THEIR GLAZING 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE , INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANSTAIR TO UNITS D-3 AND D-4ENTRY TO UNIT D-1ENTRY TO UNIT D-2No. Description Date
BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"O1O2O3O4O5BLDG D - ROOF66' - 7 7/8"11' - 3 1/2"13' - 1"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALLBLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"ABBLDG D - LEVEL 142' - 3 3/8"OABLDG D - ROOF66' - 7 7/8"13' - 1"11' - 3 1/2"F02F22F31BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"D-A3.1BUILDING DSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"D-A3.12BUILDING D - LONGITUDINAL SECTION 1/4" = 1'-0"D-A3.11BUILDING D - CROSS SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"D-A4.1BUILDING DDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"D-A4.11ROOF D - SECTIONAL GUTTER DETAILNo. Description Date
O4D-A6.147656' - 0"2' - 9"8' - 7 7/8"8' - 9"5' - 0"3' - 2 7/8"O3O4D-A6.18111097' - 3 7/8"2' - 9"8' - 8"11' - 5"OAO3O4D-A6.1151214135' - 0"2' - 5 3/8"2' - 9"7' - 0"9' - 9"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"O4BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"O4BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"O3O4BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"BLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"8' - 0"BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"O3O4BLDG D - ROOF66' - 7 7/8"8' - 0"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"D-A6.1BUILDING DTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"D-A6.11TOILET PLAN ( TYPE-15 ) 1/4" = 1'-0"D-A6.12Toilet Plan ( TYPE-16 ) 1/4" = 1'-0"D-A6.13TOILET PLAN ( TYPE-17 ) 1/4" = 1'-0"D-A6.14ELEVATION 4 1/4" = 1'-0"D-A6.15ELEVATION 5 1/4" = 1'-0"D-A6.16ELEVATION 6 1/4" = 1'-0"D-A6.17ELEVATION 7 1/4" = 1'-0"D-A6.18Elevation 8 1/4" = 1'-0"D-A6.19Elevation 9 1/4" = 1'-0"D-A6.110Elevation 10 1/4" = 1'-0"D-A6.111Elevation 11 1/4" = 1'-0"D-A6.112TOILET PLAN 12 1/4" = 1'-0"D-A6.113TOILET ELEVATION 13 1/4" = 1'-0"D-A6.114TOILET ELEVATION 14 1/4" = 1'-0"D-A6.115TOILET ELEVATION 15BLDG D - LEVEL 1, UNIT D-1 (2-BEDS)BLDG D - LEVEL 1, UNIT D-2 (1-BED)BLDG D - LEVEL 2, UNIT D-3 (2-BEDS)BLDG D - LEVEL 2, UNIT D-4 (1-BED)TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYNo. Description Date
OAO5D-A6.267725"65 5/16"65"36"126"90 5/16"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"O536"20"34"24"32"34"BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"OA34"20"36"54"18"18"BLDG F - LEVEL 352' - 6 1/2"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"OA34"20"33"BLDG F - LEVEL 352' - 6 1/2"OAO1D-A6.289100 15/16"25"50 15/16"25"90 5/8"37 15/16"BLDG D - LEVEL 253' - 6 7/8"BLDG D - LEVEL 142' - 3 3/8"OA18"18"20"34"18"72"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"D-A6.2BUILDING DKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"D-A6.22KITCHEN PLAN ( TYPE 18 ) 1/4" = 1'-0"D-A6.26ELEVATION 6 1/4" = 1'-0"D-A6.28ELEVATION 8 1/4" = 1'-0"D-A6.29ELEVATION 9BLDG D - LEVEL 1, UNIT D-2 (1-BED)BLDG D - LEVEL 2, UNIT D-4 (1-BED)BLDG D - LEVEL 1, UNIT D-1 (2-BEDS)BLDG D - LEVEL 2, UNIT D-3 (2-BEDS) 1/4" = 1'-0"D-A6.23KITCHEN PLAN ( TYPE 17 ) 1/4" = 1'-0"D-A6.27ELEVATION 7No. Description Date
OAO1O2O3O4O5REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL EXTERIOR DOORS AT THIS LEVEL.REMOVE ALL EXTERIOR WINDOWS AT THIS LEVEL.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURES.OAO1O2O3O4O5REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYSHORE STRUCTURE. DEMOLISH FLOOR AND FRAMING TO ACCOMMODATE NEW STAIR WELL.REMOVE ALL WINDOWS ON THIS LEVEL.SEE SITE DEMOLITION DRAWINGS FOR OUTSIDE STRUCTURES.REMOVE ALL EXTERIOR WINDOWS AT ALL LEVELS ON ALL FACADES.REMOVE ALL EXTERIOR DOORS AT ALL LEVELS ON ALL FACADES. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedD-D1.1BUILDING DDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"D-D1.11BUILDING D - LEVEL 1, DEMOLITION PLAN 1/8" = 1'-0"D-D1.12BUILDING D - LEVEL 2, DEMOLITION PLAND-D1.13BUILDING D - DEMO AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING DUNIT D-1(2 BEDROOM)UNIT D-2(1 BEDROOM)KITCHENTYPE-17KITCHENTYPE-18BUILDING DUNIT D-3(2 BEDROOM)UNIT D-4(1 BEDROOM)KITCHENTYPE-18KITCHENTYPE-17ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"D-F1.1BUILDING DFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"D-F1.11BUILDING D - LEVEL ONE, FURNITURE PLAN 1/4" = 1'-0"D-F1.12BUILDING D - LEVEL TWO, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
2SP-A2.12SP-A2.1BUILDING DBUILDING E42' - 11"42' - 3 1/2"UNIT D-1(2 BEDROOM)UNIT D-2(1 BEDROOM)1E-A3.11E-A3.1HC LAV.RECEPTIONOFFICEKITCHENOFFICEWAITINGAREAHC LAV.FILECABINETSJAN.MECH'LCONFROOMFITNESS ROOMFITNESS ROOM23' - 11 7/8"LEASING OFFICE33' - 9 3/4"COPYD-A6.222SP-A2.12SP-A2.1BUILDING DBUILDING E53' - 7"UNIT D-3(2 BEDROOM)UNIT D-4(1 BEDROOM)UNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)1E-A3.11E-A3.1 1/8" = 1'-0"DE-A1.11BUILDINGS D,E - LEVEL ONE 1/8" = 1'-0"DE-A1.12BUILDINGS D,E - LEVEL TWOScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"DE-A1.1BUILDINGS D&ELEVELS ONEAND TWODakotaPartners, Inc.OXOBOXOLOFTSCheckerPB/SK10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINENo. Description Date
3E-A3.13E-A3.11E-A3.11E-A3.12E-A3.12E-A3.1EBAAAAAAAAABBBBBBBB B
EXITEXITSDSDSDSDSDSDSD1/32/3EQ 6' - 0" EQEQ EQ1/32/3EQEQEQEQEQ 6' - 0" EQEQ EQEQ EQEQ7' - 0"EQEQ A EQ B EQ B EQ AEQ 1EQ 2EQ 2EQ 1EQEQEQ EQEQ EQ4' - 0"EQ3E-A3.13E-A3.11E-A3.11E-A3.12E-A3.12E-A3.1AAABBBBB
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BEECCCCCCC
SDSDSDSDSDEQEQEQ EQEQ 7' - 0" EQEQEQEQEQ2/3 1/3EQEQ2/3 1/3EQ EQ1/32/31/3 2/3EQ6' - 0"EQEQ EQEQ8' - 0"EQEQEQEQ EQEQ EQEQEQEQ EQEQEQ7' - 11 5/8"8' - 0"BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedE-A1.11BUILDING EREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"E-A1.111BLDG E - LEVEL ONE, RCP 1/4" = 1'-0"E-A1.112BLDG E - LEVEL TWO, RCPNOTE: CEILINGS IN BLDG 'E', 1ST FLOOR, SHALL BE @ 9'A.F.F. ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMCL: 8' 0"CL: 8' 0"No. Description Date
BLDG E - LEVEL 142' - 10 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"MAIN ENTRY TO LEASING OFFICEBLDG F - LEVEL 352' - 6 1/2"BLDG E - LEVEL 142' - 10 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMCLEAN AND REPOINT 100% OF THE MASONRY BELOW THE WINDOW SILLS, BUDGET 5% FOR NEW BRICK PART OF BUILDING DBACK ENTRY TO FITNESS ROOM AND OFFICEBLDG E - LEVEL 142' - 10 7/8"1BLDG E - ROOF65' - 4 7/8"2BLDG E - LEVEL 253' - 6 7/8"1SP-A2.21SP-A2.2PART OF BUILDING DTYPICAL RESTORE ALL EXISTING STRUCTURAL TIE-BACKS EXPOSED TO VIEW (ROOF AND FLOORS ), SCRAPE TO BARE METAL, APPLY GALVANIZING PRIMER, APPLY 2 COATS OF OIL BASED ENAMEL RESTORE MASONRY OPENINGS BACK TO THEIR ORIGINAL SIZE TYPICAL REMOVE PAINT REMOVE CROSS-OVER UTILITY PIPE BETWEEN BLDG 'D' & 'E'REMOVE DOGHOUSEREBUILD PORTION OF EXTERIOR FACE BRICK BETWEEN WINDOWSSTAIR TO UNITS E2 AND E3BLDG F - LEVEL 352' - 6 1/2"BLDG E - LEVEL 142' - 10 7/8"ABLDG E - ROOF65' - 4 7/8"BBLDG E - LEVEL 253' - 6 7/8"ENTRY TO FITNESS ROOMBLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"E-A2.1BUILDING EELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"E-A2.119BUILDING E - ELEVATION EAST 1/8" = 1'-0"E-A2.116BUILDING E - ELEVATION NORTH 1/8" = 1'-0"E-A2.117BUILDING E - ELEVATION SOUTH 1/8" = 1'-0"E-A2.118BUILDING E - ELEVATION WESTBUILDING 'E' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG E - LEVEL 142' - 10 7/8"1BLDG E - ROOF65' - 4 7/8"2BLDG E - LEVEL 253' - 6 7/8"11' - 10"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALLBLDG F - LEVEL 352' - 6 1/2"BLDG E - LEVEL 142' - 10 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"11' - 10"10' - 8"FIRE RATED DEMISING WALLBLDG E - LEVEL 142' - 10 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"11' - 10"10' - 8"FIRE RATED DEMISING WALLScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"E-A3.1BUILDING ESECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"E-A3.13BUILDING E -LOGITUDINAL SECTION 1/4" = 1'-0"E-A3.11BUILDING E - CROSS SECTION 1 1/4" = 1'-0"E-A3.12BUILDING E - CROSS SECTION 2ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
E-A6.145677' - 6"8' - 11 1/4"5' - 6 5/8"3' - 0"4 5/8"4' - 1"3' - 0"5"E-A6.18910119' - 5 5/8"5"3' - 0"2' - 7 5/8"6' - 8 5/8"2' - 9"6' - 0 5/8"E-A6.1121514132' - 8 5/8"7' - 0"5' - 6"5"2' - 6"6' - 9 5/8"4' - 11 5/8"6 3/8"9' - 8 5/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"9' - 0"BLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 352' - 6 1/2"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"8' - 0"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"E-A6.1BUILDING ETOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"E-A6.11TOILET PLAN ( TYPE-18 ) 1/4" = 1'-0"E-A6.12TOILET PLAN ( TYPE-19 ) 1/4" = 1'-0"E-A6.13TOILET PLAN ( TYPE-20 ) 1/4" = 1'-0"E-A6.18ELEVATION 8 1/4" = 1'-0"E-A6.19ELEVATION 9 1/4" = 1'-0"E-A6.110ELEVATION 10 1/4" = 1'-0"E-A6.111ELEVATION 11 1/4" = 1'-0"E-A6.14ELEVATION 4 1/4" = 1'-0"E-A6.15ELEVATION 5 1/4" = 1'-0"E-A6.16ELEVATION 6 1/4" = 1'-0"E-A6.17ELEVATION 7 1/4" = 1'-0"E-A6.112ELEVATION 12 1/4" = 1'-0"E-A6.113ELEVATION 13 1/4" = 1'-0"E-A6.114ELEVATION 14 1/4" = 1'-0"E-A6.115ELEVATION 15BLDG E - LEVEL 1 ( OFFICE )BLDG E - LEVEL 2, UNIT E-2 (2-BEDS)BLDG E - LEVEL 2, UNIT E-3 (2-BEDS)TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYNo. Description Date
E-A6.247' - 6"3' - 4 5/8"2' - 0 5/8"3' - 1"E-A6.2653' - 0 3/8"6' - 6"4' - 0 3/4"3' - 2"2' - 0 7/8"8' - 2 1/4"2' - 8 3/4"5' - 3"E-A6.2872' - 1"3' - 4"3' - 2"2' - 11 5/8"10' - 5 5/8"8' - 0 3/4"5' - 4 5/8"BLDG E - LEVEL 142' - 10 7/8"BLDG E - LEVEL 253' - 6 7/8"36"20"34"18"72"BLDG F - LEVEL 352' - 6 1/2"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"2' - 10"1' - 8"3' - 0"18"72"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"1' - 8"3' - 6"2' - 10"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"1' - 6"6' - 0"3' - 0"1' - 8"2' - 10"BLDG E - ROOF65' - 4 7/8"BLDG E - LEVEL 253' - 6 7/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"E-A6.2BUILDING EKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"E-A6.21KITCHEN PLAN ( TYPE 19 ) 1/4" = 1'-0"E-A6.22KITCHEN PLAN ( TYPE 20 ) 1/4" = 1'-0"E-A6.23KITCHEN PLAN ( TYPE 21 ) 1/4" = 1'-0"E-A6.24ELEVATION 4 1/4" = 1'-0"E-A6.25ELEVATION 5 1/4" = 1'-0"E-A6.26ELEVATION 6 1/4" = 1'-0"E-A6.27ELEVATION 7 1/4" = 1'-0"E-A6.28ELEVATION 8BLDG E - LEVEL 1 ( OFFICE )BLDG E - LEVEL 2, UNIT E-2 (2-BEDS)BLDG E - LEVEL 2, UNIT E-3 (2-BEDS)No. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL WINDOWS ON THIS LEVEL.REMOVE ALL EXTERIOR DOORS ON THIS LEVEL.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYSHORE STRUCTURE. DEMOLISH FLOOR AND FRAMING TO ACCOMMODATE NEW STAIR WELL.REMOVE ALL WINDOWS ON THIS LEVEL.REMOVE ALL EXTERIOR DOORS AND WINDOWS ON BOTH LEVELS AND ALL FACADES. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedE-D1.1BUILDING EDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"E-D1.11BUILDING E - LEVEL 1 DEMOLITION PLAN 1/8" = 1'-0"E-D1.12BUILDING E - LEVEL 2 DEMOLITION PLANE-D1.13BUILDING E - DEMOLITION AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING EHC LAV.RECEPTIONOFFICEKITCHENOFFICEWAITINGAREAHC LAV.FILECABINETSJAN.MECH'LCONFROOMFITNESS ROOMCOPYBUILDING EUNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"E-F1.1BUILDING EFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"E-F1.11BUILDING E - LEVEL ONE, FURNITURE PLAN 1/4" = 1'-0"E-F1.12BUILDING E - LEVEL TWO, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
1F-A3.11F-A3.1F-A2.120F-A2.222F-A2.1214F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2NEW ROOF (SEE SHEET F-A1.4)TYPED-1TYPED-1TYPED-1TYPED-1TYPED-1TYPED-1TYPEA-8ARCTYPED-2TYPED-1TYPED-1TYPED-1OPEN TO BELOWNEW ROOF HATCH.NEW ROOF MEMBERANE AT MECHANICAL AREASLOPE TO DRAINSLOPE TO DRAINSLOPE TO DRAINSLOPE TO DRAINScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A1.3BUILDING F PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOMNo. Description Date 1/4" = 1'-0"F-A1.31BLDG F - LEVEL 3
1F-A3.11F-A3.1F-A2.120F-A2.222F-A2.1214F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2OPEN TO BELOW (SEE SHEET FA1.3)SLOPESLOPESLOPESLOPENEW MEMBRANE ROOF SYSTEM OVER EXISTING ROOF DECKNEW MEMBRANE ROOF SYSTEM AT NEW ELEVATOR OVERRIDENEW MEMBRANE ROOF SYSTEM OVER EXISTING ROOF DECKNEW GUTTER AND RAIN LEADERNEW GUTTER AND RAIN LEADERNEW PARAPET COPING AT EXISTING PARAPET WALLScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A1.4BUILDING FROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date 1/4" = 1'-0"F-A1.41BLDG F - ROOF PLAN
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFUnderground to CDrop ChaseNew Enclose for PipeAAAAAAACCCCEQEQEQ EQEQEQEQ EQEQ EQEQEQEQ EQEQEQAAAEQ 2 EQ 1 EQ 1 EQ 1 EQ 2EQ8' - 0"EQEQEQ EQEQEQEQ EQREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedF-A1.11BUILDING FLEVEL 1 -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"F-A1.111BUILDING F - LEVEL ONE, RCPABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMC1CL: 8' 0"CL: 8' 0"No. Description Date
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTF10G-A3.410G-A3.41F-A3.11F-A3.14F-A3.14F-A3.11SP-A2.21SP-A2.22C-A3.12C-A3.13F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2ABBEQ 5' - 11 7/8" EQ2/31/3EQ EQEQEQAAAAAAAAEQ 2EQ 1EQ 1EQ 1EQ 1EQ 1EQ 2EQEQEQ AEQ AEQ B EQ BAAAAAAAAREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedF-A1.12BUILDING FLEVEL 2 -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"F-A1.122BLDG F - LEVEL 2 CEILINGABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG F - LEVEL 127' - 10 7/8"BLDG F LEVEL 241' - 2 7/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMNEW PREFIN ALUM COUNTER FLASHINGNEW BRICK MASONRY AROUND NEW ELEVATOR OVERRUNNEW MASONRY PARAPET WALL BEYONDNEW LOW SLOPED ROOFING SYSTEMRESTORE EXISTING WINDOWRESTORE EXISTING WINDOWSBLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.1BLDG F LEVEL 241' - 2 7/8"REPLACE EXISTING COPING W/ NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING REMOVE EXISTING PAINT3F-A3.13F-A3.11F-A3.21F-A3.2BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A2.1BUILDING FELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"F-A2.120BUILDING F - NORTH ELEVATION 1/4" = 1'-0"F-A2.121BUILDING F - SOUTH ELEVATIONBUILDING 'F' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 20% NEW BRICK 50% REPOINT)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG F - LEVEL 127' - 10 7/8"BLDG F LOW ROOF50' - 9 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"REPLACE EXISTING COPING W/ NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING REPLACE BRICK THIS AREA2F-A3.12F-A3.12F-A3.22F-A3.2INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT BACK DOOR TO FITNESS/COMMUNITY ROOMRESTORE EXISTING WINDOWBLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 127' - 10 7/8"BLDG F LOW ROOF50' - 9 7/8"BLDG F LEVEL 241' - 2 7/8"INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT REMOVE EXISTING CMU BLDG ADJACENT TO BLDG 'F'COORDINATE RETAINING WALL W/ STRUC DWGS2F-A3.12F-A3.12F-A3.22F-A3.2REPLACE EXISTING COPING W/ NEWARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING.RESTORE EXISITNG WINDOWMAIN ENTRY TO FITNESS/COMMUNITY ROOMREPLACE DAMAGED BRICK THESE AREAS.NEW WINDOW IN EXISTING RENOVATED OPENIING.NEW ENTRY CANOPY.BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A2.2BUILDING FELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"F-A2.222BUILDING F - WEST ELEVATION 1/4" = 1'-0"F-A2.223BUILDING F - EAST ELEVATIONABDECFGHJKLMNORTHSITE KEY PLANBUILDING 'F' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 20% NEW BRICK 50% REPOINT)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR No. Description Date
BLDG F - LEVEL 127' - 10 7/8"BLDG F LEVEL 241' - 2 7/8"3F-A3.13F-A3.11F-A3.21F-A3.211' - 3 5/8"13' - 4"NEW TUBE STEEL COLUMNS AND FRAMING AT MEZZANINE (SEE STRUCTURAL DRAWINGS).F13BLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.1BLDG F LEVEL 241' - 2 7/8"3F-A3.13F-A3.11F-A3.21F-A3.2NEW STEEL AND CONCRETE WALKWAY TO MECHANICAL MEZZANINE.NEW PREFIN ALUM ENTRYSYSTEM W/TRANSOM & SIDELIGHT W/TEMP & INSULATED GLASSNEW SINGLE PLY ROOF MEMBRANE ASSEMBLY ON 4.5" RIGID INSUL OVER EXISTING WOOD DECK2" PTD SQ STL TUBE FRAME W/PTD (OR COATED) WIRE FABRIC W/ PERIMETER FRAMEEXISTING STEEL BEAMS TO REMAIN.NEW ELEVATOR OVERRIDE.BLDG F - LEVEL 127' - 10 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"13' - 4"2F-A3.12F-A3.12F-A3.22F-A3.2NEW CONCRETE AND STEEL MEZZANINE.NEW STRUCTURAL BRACING (SEE STRUCTURAL DRAWINGS).NEW COOLING TOWER ON HOUSEKEEPING SLABNEW 4" WOOD CLAPBOARD WALLSINGLE PLY ROOF MEMBRANE OVER TAPERED RIGID INSUL, MIN 3" T.BRICK PARAPET WITH CLAY TILE ROOF COPINGNEW CONCRETE SLABEXISTING STEEL STRUCTUREDEFLECTION TRACK @ TOP OF WALL W/ FIRE RATED SEALANT EACH SIDE & CONT FIRE SAFING INSULATION5/8" TAPED AND PTD 5/8" GWB OVER REINFORCED 8" CMU ELEVATOR SHAFT2" PTD SQ STL TUBE FRAME W/PTD (OR COATED) WIRE FABRIC W/PERIMETER FRAMENEW PREFIN ALUM BOX GUTTER OVER NEW FASCIA & SOFFIT ASSEMBLYNEW EXTERIOR WINDOW IN EXISTING OPENING.NEW EXTERIOR CONCRETE ROOF DECK.NEW PTD 8" GALV STL TUBE COLUMN (CLOSED TOP)NEW CLAY PARAPET ROOF TILES, MUDSET, OVER S.S. THROUGH-WALL FLASHINGNEW ALUM THRESHOLDBLDG F - LEVEL 352' - 6 1/2"NEW STEEL SHIPS LADDER TO MECHANICAL ROOF ABOVE.NEW LANDING AND STAIR.BLDG F - LEVEL 127' - 10 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"13' - 8"13' - 4"5' - 0"2F-A3.12F-A3.12F-A3.22F-A3.2NEW TUBE STEEL COLUMNS, STEEL FRAMING AND CONCRETE DECK AT MECHANICAL MEZZANINE.NEW EXTERIOR WALL BEYOND.NEW CONCRETE SLABAND ROOFING MEMBRANEEXISTING STRUCTURE BEAM TO REMAIN.NEW MEMBRANE ROOF SYSTEM OVER EXISTING WOOD DECKING.NEW BRICK VENEER CLAD ELEVATOR OVERRIDE.BLDG F - LEVEL 352' - 6 1/2"NEW D.H. WINDOW FIXED AND GLAZED WITH TRANSLUCENT GLASS AT ELEVATOR SHAFT.NEW CONCRETE UNDERPINNING OF EXISTING WALL AT NEW ELEVATOR PIT.PROVIDE WATERPROOFING AROUND NEW CONCRETE ELEVATOR PIT BEYONDScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A3.1BUILDING FSECTIONDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date 1/4" = 1'-0"F-A3.11BUILDING F - CROSS SECTION 1 1/4" = 1'-0"F-A3.12BUILDING F - CROSS SECTION 2 1/4" = 1'-0"F-A3.13BUILDING F - CROSS SECTION 5 1/4" = 1'-0"F-A3.14BUILDING F - CROSS SECTION 4
BLDG F - LEVEL 127' - 10 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"2F-A3.12F-A3.12F-A3.22F-A3.211' - 3 5/8"13' - 4"NEW CLAY PARAPET ROOF TILES, MUDSET, OVER S.S. THROUGH-WALL FLASHINGEXISTING EXTERIOR MASONRY WALLNEW EXTERIOR FIXED WINDOW2" PTD SQ STL TUBE FRAME W/PTD (OR COATED) WIREFABRIC W/ PERIMETER FRAMENEW CONCRETE SLABNEW SINGLE PLY ROOF MEMBRANE ASSEMBLY ON 4.5" RIGID INSUL OVER EXISTING WOOD DECKNEW FASCIA AND ALUM BOX GUTTERNEW EXTERIOR WALL TO REPLACE EXISTING:-PTD VERTICAL WOOD SIDING (MATCH EXISTING)-1/2" EXT PLYWD SHEATHING-4" CFMF @ 16" O.C.-OPEN CELL SPRAY INSUL-10 MIL POLY VAPOR BARRIER-TAPED & PTD 5/8" GWBEXISTING ROOF FRAMING TO REMAINNEW EXTERIOR WINDOWNEW SINGLE PLY ROOF MEMBRANE SYSTEM OVER EXISTING WOOD DECKBLDG F - LEVEL 352' - 6 1/2"BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.1BLDG F LEVEL 241' - 2 7/8"3F-A3.13F-A3.11F-A3.21F-A3.213' - 8"13' - 4"NEW INTERIOR ROOF ASSEMBLY:-TAPED & PTD 5/8" GWB-3/4" T&G PLYWD-6" MTL FRAMING @ 16" O.C.-TAPED & PTD 5/8" GWBNEW PREFIN ALUM ENTRY DOOR & FRAME ASSEMBLY BEYONDNEW INTERIOR ROOF ASSEMBLY:-NEW 6 1/4" LIGHTWEIGHT CONC SLAB W/ 3" COMP MTL DECK-NEW STEEL STRUCTURE2" PTD SQ STL TUBE FRAME W/PTD (OR COATED) WIREFABRIC W/ PERIMETER FRAMENEW MEMBRANE ROOF SYSTEM OVER NEW ROOF DECK AT NEW ELEVATOR OVERRIDE.NEW BRICK VENEER WALL AT NEW ELEVATOR OVERRIDE.NEW MEMBRANE ROOF SYSTEM OVER EXISTING WOOD ROOF DECKINGREPLACEMENT WINDOW BEYOND WITH TRANSLUCENT GLAZINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A3.2BUILDING FSECTIONDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date 1/4" = 1'-0"F-A3.21BUILDING F - CROSS SECTION 6 1/4" = 1'-0"F-A3.22BUILDING F - CROSS SECTION 3
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"F-A4.2BUILDING FDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"F-A4.21ROOF F - SECTIONAL GUTTER DETAILNo. Description Date
F-A6.124535' - 10 3/8"7' - 2 5/8"2' - 10 1/8"2' - 6"6 1/4"8' - 0"F-A6.1783' - 10 5/8"3' - 7 7/8"9' - 11"2' - 0"7' - 11 1/4"15' - 7 7/8"2' - 10"1' - 3"3' - 0"1' - 1"6' - 0"3' - 0"1' - 3"2' - 10"F-A6.1101113125' - 10"7' - 2 5/8"3' - 0 5/8"2' - 6"3 3/8"8' - 0"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"F-A6.1BUILDING FTOILET &KITCHEN PLAN &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"F-A6.11TOILET PLAN ( TYPE-22 ) Accessible Toilet 1/4" = 1'-0"F-A6.12ELEVATION 2 1/4" = 1'-0"F-A6.13ELEVATION 3 1/4" = 1'-0"F-A6.14ELEVATION 4 1/4" = 1'-0"F-A6.15ELEVATION 5 1/4" = 1'-0"F-A6.16KITCHEN PLAN ( TYPE 22 ) 1/4" = 1'-0"F-A6.17ELEVATION 7 1/4" = 1'-0"F-A6.18ELEVATION 8 1/4" = 1'-0"F-A6.19TOILET PLAN ( TYPE-23 ) Accessible Toilet 1/4" = 1'-0"F-A6.110ELEVATION 10 1/4" = 1'-0"F-A6.111ELEVATION 11 1/4" = 1'-0"F-A6.112ELEVATION 12 1/4" = 1'-0"F-A6.113ELEVATION 13BLDG F - LEVEL 1BLDG F - LEVEL 1BLDG F - LEVEL 1ACCESSIBLE AND ADAPTABLE UNITACCESSIBLE AND ADAPTABLE UNITACCESSIBLE AND ADAPTABLE UNITTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYNo. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYDEMOLISH SLAB TO ACCOMMODATE NEW ELEVATOR PIT.REMOVE EXTERIOR DOOR.EXISTING EXTERIOR WINDOW TO BE REFURBISHED.REMOVE EXTERIOR DOOR.REMOVE EXISTING EXTERIOR DOORS.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURE.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXTERIOR WINDOWS AT THIS LEVEL.REMOVE BRICK AT INFILL OF WINDOW.REMOVE LOFT STRUCTURE.REMOVE PORTION OF WALL AT NEW MECHANICAL AREAWAY.REMOVE PORTION OF ROOF AT NEW MECHANICAL AREAWAY.REMOVE PORTION OF EXISTING ROOF TO ACCOMMODATE NEW ELEVATOR OVERRIDE.REMOVE EXISITNG WINDOWS AT THIS FACADE.REMOVE EXISTING DOOR.EXISTING WINDOW TO BE REFURBISHEDEXISTING CHIMNEY TO REMAIN.REMOVE ALL WINDOWS AT THIS LEVEL.REMOVE EXISTING BRICK AT INFILL TO PREVIOUS OPENING.REOMVE WINDOW AND BRICK BELOW SILL TO ACCOMOATE NEW DOOR OPENING.LEGENDDEMOLISHED ELEMENT REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.REMOVE ALL EXISTING WINDOWS AT THIS LEVEL.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedF-D1.1BUILDING FDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"F-D1.11BUILDING F - LEVEL 1 DEMOLITION PLAN 1/8" = 1'-0"F-D1.12BUILDING F - LEVEL 2 DEMOLITION PLANF-D1.13BUILDING F - 3D, DEMOLITIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date 1/8" = 1'-0"F-D1.14DUILDING F - LEVEL 3 DEMOLITION PLAN
1F-A3.11F-A3.1F-A2.121G-A2.1G-A2.12G-A2.113NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ROOF DIVERTER OVER DOORWAYNEW LOW -SLOPE ROOF SYSTEMOVER EXISTING ROOF DECKSLOPESLOPE3K-A3.13K-A3.1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"G-A1.3BUILDING GROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"G-A1.31BLDG G - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONEXITCBB2/3 1/3
EQ7' - 0"EQ BEQEQ
2/31/3B1/32/3EQ 7' - 0"EQC
EQ EQ
3/4"EQEQCBB1/32/3EQEQEQ EQ
2/31/3EQEQEQEQEQ EQ
EQ EQB3' - 0"EQ EQB1/32/3B3' - 0"EQ7' - 0"EQ EQEQ
BB
3' - 0"EQEQ2/31/3EQ6' - 11 7/8"EQ
BB6' - 4 1/8"8' - 11 7/8"EQEQEQBEQ EQ
EQ EQCB2/31/3EQ EQEQ
EQEQEQ
B
EQEQ
3' - 0 3/8"BBBBBEQ 7' - 0"EQ
2/31/3BBB1/32/3EQ6' - 11 7/8"EQ3' - 0 1/8"EQ EQCCEQEQEQEQEQEQEQEQB2/31/3EQ EQ
B
EQ EQ
1/32/3B 3' - 0 1/8"EQEQBB EQ7' - 0 1/4"EQ 2/31/3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedG-A1.11BUILDING GLEVEL 1 -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLAN 1/4" = 1'-0"G-A1.111BLDG G - LEVEL 1 OLDBATHROOMCL: 8' 0"CLCLCLCL: 8' 0"BATHROOMCL: 8' 0"BATHROOMBATHROOMCL: 8' 0"BATHROOMCL: 8' 0"BATHROOMCL: 8' 0"No. Description Date
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONCCCEQEQEQ EQEQEQEQEQ EQEQEQEQCEQ
EQEQEQ
B
B2/31/3EQ EQ
EQEQ
1/32/3B
1/32/3EQ EQ
B
EQEQEQ
EQ
BBEQEQEQ EQ EQ
BBEQ 6' - 11 7/8"EQ1/3 2/3
B
EQ EQ
3' - 0"B1/3 2/3
EQ EQ
10' - 0"10' - 0"9' - 11 5/8"10' - 0 1/4"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedG-A1.12BUILDING GLEVEL 1 -REFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMCL: 8' 0"BATHROOMCL: 8' 0"BATHROOMCL: 8' 0"No. Description Date
BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMFACE OF BLDG 'H'CONNECTOR TO EXISTING BLDG 'F'TYPICAL REPLACE 30% OF THE EXISTING WOOD OUTRIGGERSBLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"CORRIDOR TOUNITS G-1 TO G-9NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW WITHOUT TEMPERED GLAZING NEW BRICK INFILL ATEXISTING WINDOW OPENINGNEW EXIT DOOR IN REVISED WINDOW OPENINGNEW WINDOW WITH GRANITE SILLAND BRICK BELOW IN REVISEDDOOR OPENINGTYPICAL NO BRICK, NEW TIMBER FILL BELOW ARCHESG(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"TYPICAL REPLACE & REPLACE 30% OF THE EXISTING WOOD OUTRIGGERSBLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW WITHOUT TEMPERED GLAZINGNEW WINDOW IN ENLARGED WINDOW OPENINGG(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"500 YEAR FLOOD ELEV: 28'-6"100 YEAR FLOOD ELEV: 27'-0"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1B NEW30' - 8"NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW, GRANITE WINDOW SILL AND BRICK INFILL AT EXISTING DOOR OPENINGG(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG L - 500 YEAR FLOOD27' - 4 5/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"G-A2.1BUILDING GELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"G-A2.13BUILDING G - ELEVATION NORTH 1/8" = 1'-0"G-A2.11BUILDING G - ELEVATION SOUTH 1/8" = 1'-0"G-A2.12BUILDING G - ELEVATION WESTBUILDING 'G' RENOVATION NOTES:1. REPOINT MASONRY PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE , INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG H LEVEL 1 OLD26' - 10 3/8"BLDG K - LEVEL 1 NEW29' - 7 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"8' - 0"8' - 0"8' - 0"8' - 0"UNIT G-5UNIT G-6UNIT G-7UNIT G-8UNIT G-9G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"3' - 1"5' - 2"6"UNIT G-5CORRIDORUNIT G-4UNIT G-3UNIT G-2G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"4' - 9 3/4"8' - 10 1/8"4' - 2 5/8"1' - 8"2' - 6 5/8"CORRIDORG(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"BLDG H LEVEL 1 OLD26' - 10 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"UNIT G-1LAUNDRYBLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG H LEVEL 1 OLD26' - 10 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"1' - 6"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"G-A3.1BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"G-A3.13BLDG G - LONGITUDINAL SECTION 3 1/8" = 1'-0"G-A3.11BLDG G - LONGITUDINAL SECTION 1 1/8" = 1'-0"G-A3.12BLDG G - LONGITUDINAL SECTION 2No. Description Date
BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G ROOF TRUSS44' - 5 7/8"FIRE RATED DEMISING WALLBLDG G - LEVEL 1B NEW30' - 8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G ROOF TRUSS44' - 5 7/8"FIRE RATED DEMISING WALLBLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"G-A3.2BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"G-A3.25BLDG G - LONGITUDINAL SECTION 2 (Part 1)Match Line 1/4" = 1'-0"G-A3.22BLDG G - LONGITUDINAL SECTION 2 (Part 2)ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG G - LEVEL 1 OLD26' - 5 3/8"FIRE RATED DEMISING WALLBLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"G-A3.3BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"G-A3.38BLDG G - LONGITUDINAL SECTION 3 (Part 1) 1/4" = 1'-0"G-A3.39BLDG G - LONGITUDINAL SECTION 3 (Part 2)Match LineABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"1' - 4 1/4"12' - 7 1/8"1' - 8"2' - 6 5/8"NEW RATED CORRIDOR WALLSBLDG G - LEVEL 1 B21' - 0"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG G - LEVEL 1 OLD26' - 5 3/8"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"13' - 11 1/4"1' - 8"2' - 6 5/8"12' - 7 1/8"NEW RATED CORRIDOR WALLSBLDG G - LEVEL 1 B21' - 0"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG F - LEVEL 352' - 6 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"G-A3.4BUILDING GSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"G-A3.410BLDG G - CROSS SECTION 1 1/4" = 1'-0"G-A3.411BLDG G - CROSS SECTION 2ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"G-A4.1BUILDING GDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"G-A4.11ROOF G - SECTIONAL GUTTER DETAILNo. Description Date
G-A6.1131214155 7/8"5' - 1 1/4"5' - 7 1/8"2' - 9"6' - 10 7/8"2' - 0 5/8"
1' - 4"
3' - 9 5/8"3' - 0"
11' - 8 7/8"3' - 8 1/4"1' - 10"G-A6.1542310' - 0 7/8"7' - 3 7/8"2' - 9"1' - 4"4' - 0"3' - 2 5/8"6' - 2 3/8"
5' - 1 1/4"G-A6.18710910' - 1 3/4"2' - 9 7/8"7' - 3 7/8"1' - 4"3' - 10"3' - 4 5/8"1' - 1 1/8"5' - 1 1/4"
6' - 2 3/8"G-A6.1181719202' - 9 7/8"6' - 11 3/4"2' - 4 3/4"1' - 4"3' - 10"3' - 0 1/2"6' - 2 3/8"
1' - 1 1/8"5' - 1 1/4"12' - 2 3/8"1' - 10"4' - 4 3/8"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedG-A6.1BUILDING GTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"G-A6.111TOILET PLAN (TYPE-26 ) 1/4" = 1'-0"G-A6.11TOILET PLAN (TYPE-24 )BLDG G - LEVEL 1, UNIT G-5 (2-BEDROOM)BLDG G - LEVEL 1, UNIT G-3 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-7 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-9 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-2 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-4 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-6 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-8 (1-BEDROOM) 1/4" = 1'-0"G-A6.16TOILET PLAN (TYPE 25) 1/4" = 1'-0"G-A6.116TOILET PLAN (TYPE 27)BLDG G - LEVEL 1, UNIT G-1 (2-BEDROOM) 1/4" = 1'-0"G-A6.14ELEVATION 1/4" = 1'-0"G-A6.12ELEVATION 1/4" = 1'-0"G-A6.13ELEVATION 1/4" = 1'-0"G-A6.15ELEVATION 1/4" = 1'-0"G-A6.17ELEVATION 1/4" = 1'-0"G-A6.18ELEVATION 1/4" = 1'-0"G-A6.19ELEVATION 1/4" = 1'-0"G-A6.110ELEVATION 1/4" = 1'-0"G-A6.112ELEVATION 1/4" = 1'-0"G-A6.113ELEVATION 1/4" = 1'-0"G-A6.114ELEVATION 1/4" = 1'-0"G-A6.115ELEVATION 1/4" = 1'-0"G-A6.117ELEVATION 1/4" = 1'-0"G-A6.118ELEVATION 1/4" = 1'-0"G-A6.119ELEVATION 1/4" = 1'-0"G-A6.120ELEVATIONNo. Description Date
G-A6.223G-A6.24G-A6.259' - 11 1/8"7' - 7 1/4"4' - 11"2' - 1 1/2"2' - 1"3' - 4"2' - 1"G-A6.278G-A6.2G-A6.21099' - 10 1/4"7' - 7 1/4"1' - 11 5/8"4' - 11"2' - 1"3' - 4"2' - 1"BLDG G - LEVEL 1B NEW30' - 8"FILLERU30 U30 U19 U36 FILLERFILLER B30 2' - 6" B19 3' - 1"3' - 0"1' - 6"2' - 10"7' - 4"1' - 4"1' - 6"BLDG G - LEVEL 1B NEW30' - 8"FILLERB21SB362' - 0"END PANELFILLERU213' - 0"1' - 8"2' - 10"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1B NEW30' - 8"G-A6.21213G-A6.2G-A6.2141511' - 1"7' - 7 3/8"4' - 7"2' - 11 1/2"2' - 1"3' - 4"2' - 1"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1B NEW30' - 8"BLDG G - LEVEL 1A NEW29' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"G-A6.2BUILDING GKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"G-A6.21KITCHEN PLAN ( TYPE-23 )BLDG G - LEVEL 2, UNIT G-1 (LOFT)BLDG G - LEVEL 1, UNIT G-3 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-7 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-9 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-2 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-4 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-6 (1-BEDROOM)BLDG G - LEVEL 1, UNIT G-8 (1-BEDROOM) 1/4" = 1'-0"G-A6.26KITCHEN (TYPE-24 ) 1/4" = 1'-0"G-A6.22ELEVATION 1/4" = 1'-0"G-A6.23ELEVATION 1/4" = 1'-0"G-A6.24ELEVATION 1/4" = 1'-0"G-A6.25ELEVATION 1/4" = 1'-0"G-A6.27ELEVATION 1/4" = 1'-0"G-A6.28ELEVATION 1/4" = 1'-0"G-A6.29ELEVATION 1/4" = 1'-0"G-A6.210ELEVATION 1/4" = 1'-0"G-A6.211KITCHEN (TYPE-25) 1/4" = 1'-0"G-A6.212ELEVATION 1/4" = 1'-0"G-A6.213ELEVATION 1/4" = 1'-0"G-A6.214ELEVATION 1/4" = 1'-0"G-A6.215ELEVATIONNo. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL EXTERIOR WINDOWS AT THIS LEVEL.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURES.REMOVE LOFT STRUCTURE.REMOVE ALL EXTERIOR WINDOWS AT THIS LEVEL.REMOVE ALL EXTERIOR WINDOWS AT BUILDING G.REMOVE ENTIRE LOFT STRUCTURE AT BUILDING G.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURES. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedG-D1.1BUILDING GDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"G-D1.11BUILDING G - LEVEL 1, DEMOLITION PLANG-D1.12BUILDING G - DEMOLITION CUT-AWAY AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
UPScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"G-F1.1BUILDING GFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"G-F1.11BUILDING G - LEVEL ONE, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
10G-A3.410G-A3.4BUILDING GBUILDING H(SEE SHEET HJK-A1.1)BUILDING K(SEE SHEET HJK-A1.1)26' - 5 1/2"29' - 8"UNIT G-9(1 BEDROOM)518 SF26' - 5 1/2"G-A2.1G-A2.12G-A2.113K-A2.1312HJ-A3.12HJ-A3.11HJ-A3.11HJ-A3.111G-A3.411G-A3.43G-A3.13G-A3.11G-A3.1UNIT G-8(1 BEDROOM)508 SFUNIT G-7(1 BEDROOM)507 SFUNIT G-6(1 BEDROOM)513 SFUNIT G-5(2 BEDROOM)853 SFUNIT G-4(1 BEDROOM)516 SFUNIT G-3(1 BEDROOM)508 SFUNIT G-2(1 BEDROOM)508 SFUNIT G-1(2 BEDROOM)843 SFLAUNDRYROOMBOILER AND SPRINKLER ROOMREVISEDUNIT H-1(1 BEDROOM)519 SF30' - 8"29' - 8"3HJ-A3.13HJ-A3.128' - 4 1/2"2G-A3.112' - 5 3/4"1.G-A3.14G-A3.130' - 8"10' - 6 3/4"11' - 5 3/8"13' - 6"SEE SHEET G-A3.1SEE SHEET G-A3.2SEE SHEET G-A3.1SEE SHEET G-A3.21HJ-A3.23K-A3.13K-A3.187 1/8" = 1'-0"G-KP1.11BUILDING G - LEVEL ONEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"G-KP1.1BUILDING G KEYPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerPB/SK10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9AEXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPNo. Description Date
HJ-A2.127HJ-A2.128HJ-A2.129NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMSLOPESLOPESLOP E SLOPE
LOW SLOPE ROOF SYSTEMON EXISTING ROOF DECKREMOVE EXISTING HATCH AND PROVIDE NEW FLUSH ROOF DECKNEW FLASHING ATEXISTING ROOF CURBScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTCONCEPT PLAN1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/18 1/8" = 1'-0"HJ-A1.4BUILDING HJROOF PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"HJ-A1.42BLDG HJ - ROOF LEVELABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
2HJ-A3.12HJ-A3.11HJ-A3.11HJ-A3.11K-A3.11K-A3.13G-A3.13G-A3.11G-A3.11G-A3.12G-A3.22G-A3.29G-A3.39G-A3.3AAAAB
B
B
BBBEXIT
SDSDSDSDSDSDSD3HJ-A3.13HJ-A3.12G-A3.12G-A3.11.G-A3.11.G-A3.14G-A3.14G-A3.1EQ
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1/32/3EQEQEQEQ
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8' - 11 5/8"
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8' - 0"
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6' - 0 1/8"10' - 0"10' - 0"BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A1.11BUILDING HREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A1.111BLDG H - LEVEL ONE, RCPABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMCLCLCLBATHROOMNo. Description Date
1HJ-A3.11HJ-A3.14HJ-A3.24HJ-A3.22HJ-A3.22HJ-A3.2ACCCCCDB
B
B
B
B
B
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BBBBB
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BBBBBBEEEEEEXITEXI TSD SDSDSDSDSDSDSDSDSDSDSDSDSDEQEQ1/3
2/33' - 0"EQ
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6' - 11 5/8"
6' - 11 7/8"5' - 3 1/8"9' - 0"5' - 3 1/8"2/31/3EQ
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2' - 11 3/4"EQ EQ3' - 0"6' - 0"2/31/3EQ EQ 0"1/32/3EQ
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2HJ-A3.22HJ-A3.23HJ-A3.23HJ-A3.2CCCCCCB
B
B
B
B
B
B
B
B
B
B
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10' - 0"
4' - 5"EQEQEQ EQ
10' - 0"10' - 0"EQEQBEQ EQ2/31/31HJ-A3.21HJ-A3.2BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A1.13BUILDING JREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A1.131BLDG J - LEVEL ONE, RCP (PART B)ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMBATHROOMBATHROOMNo. Description Date
BLDG H LEVEL 1 OLD26' - 10 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"LOBBY ENTRANCEBUILDING HBUILDING JBLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"4HJ-A3.24HJ-A3.2NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'J' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING PROVIDE STRUC REPAIR FOR SHEAR CRACK,COORD W/ STRUC EGR, REPLACE MASONRY AND REPOINT AS REQD INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT REPLACE BRICK ALONG FAULT LINE & REPOINTREPLACE 75% OF BRICK BELOW WINDOW SILLS IN THIS AREANEW GRADECORRIDOR TO UNITS J-1 TO J-8RESTORE EXISTING WINDOWNEW WINDOW IN REVISED DOOR OPENING WITH NEWGRANITE WINDOW SILL AND BRICK INFILLBUILDING HBUILDING JPROVIDE NEW CONCRETE SILL ATRAISED DOORWALL & WATERPROOFINGEXISTING GRADEBLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"REFER TO STRUC DWGS FOR REINFORCEMENT OF THE SOUTHEAST CORNER OF BLDG 'J' NEW GRADEEXISTING GRADEEXISTING WATERPROOFINGBLDG G - LEVEL 1 B21' - 0"BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"4HJ-A3.24HJ-A3.2PART OF BUILDING KTYPICAL FOR ALL EAVES OF BLDG 'J' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REFER TO STRUC DWGS FOR REINFORCEMENT OF THE SOUTHEAST CORNER OF BLDG 'J' GRADE RESTORE EXISTING WINDOWEXISTING EXPOSED CONCRETE FOUNDATION ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"HJ-A2.1BUILDING HJELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"HJ-A2.127BUILDING H - ELEVATION NORTH 1/8" = 1'-0"HJ-A2.128BUILDING J - ELEVATION NORTH 1/8" = 1'-0"HJ-A2.130BUILDING J - ELEVATION EAST 1/8" = 1'-0"HJ-A2.129BUILDING J - ELEVATION SOUTHBUILDING 'J' RENOVATION NOTES:1. REPOINT MASONRY PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"FIRE RATED DEMISING WALLNEW RATED UNIT SEPARATIONWALL UPTO UNDERSIDE OF ROOFNEW CONCRETE SLAB OVERCRUSHED STONE EXISTING CONCRETE SLAB UNTOUCHEDMAILBOXESNEW CONCRETE STEM WALLAT NEW CHANGE IN FLOOR SYSTEMNEW WOOD FRAMED FLOOR SYSTEMSNEW PARTIAL HEIGHT PARTITIONS IN APARTMENT UNITSBLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"FIRE RATED DEMISING WALLNEW STRUCTURAL LINTEL AT NEW OPENING IN EXISTING MASONRYBLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"HJ-A3.1BUILDING HSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A3.11BUILDING H - LONGITUDINAL SECTION 1/4" = 1'-0"HJ-A3.12BUILDING H - CROSS SECTIONABDECFGHJKLMNORTHSITE KEY PLAN 1/4" = 1'-0"HJ-A3.13BUILDING H - CROSS SECTION1No. Description Date
BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALLBLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"FIRE RATED DEMISING WALLBLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"FIRE RATED DEMISING WALLBLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A3.2BUILDING JSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A3.22BUILDING J - LONGITUDINAL SECTION (PART 1) 1/4" = 1'-0"HJ-A3.24BUILDING J - CROSS SECTION 1/4" = 1'-0"HJ-A3.23BUILDING J - LONGITUDINAL SECTION (PART 2)Match LineABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"HJ-A3.21BUILDING J - KEY ENLARGED LONGITUDINAL SECTIONSEE 3/HJ 3.2SEE 2/HJ 3.2No. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"HJ-A4.1BUILDING HJDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"HJ-A4.11ROOF H,J - SECTIONAL GUTTER DETAILNo. Description Date
HJ-A6.125346' - 0 7/8"5' - 8 1/8"2' - 9 3/8"1' - 1 1/4"4' - 11 5/8"8' - 5 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"G (w) - 500 YEAR FLOOD29' - 7 1/4"G (w) - 500 YEAR FLOOD29' - 7 1/4"G (w) - 500 YEAR FLOOD29' - 7 1/4"HJ-A6.1710989' - 8 7/8"0"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A6.1BUILDING HTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A6.11TOILET PLAN ( TYPE-31 ) 1/4" = 1'-0"HJ-A6.12ELEVATION 2 1/4" = 1'-0"HJ-A6.13ELEVATION 3 1/4" = 1'-0"HJ-A6.14ELEVATION 4 1/4" = 1'-0"HJ-A6.15ELEVATION 5BLDG H - LEVEL 1, UNIT H-1 (1-BEDROOM) 1/4" = 1'-0"HJ-A6.16TOILET PLAN ( TYPE-32 ) 1/4" = 1'-0"HJ-A6.17ELEVATION 7 1/4" = 1'-0"HJ-A6.18ELEVATION 8 1/4" = 1'-0"HJ-A6.19ELEVATION 9 1/4" = 1'-0"HJ-A6.110ELEVATION 10BLDG H - LEVEL 1, UNIT H-2 (1-BEDROOM)No. Description Date
HJ-A6.2586710' - 0"7' - 2 5/8"2' - 9 3/8"6' - 0 7/8"
4' - 11 5/8"1' - 1 1/4"HJ-A6.2910121110' - 0"4' - 11 5/8"1' - 1 1/4"2' - 9"7' - 3"4' - 3 1/8"1' - 9 5/8"HJ-A6.2131614157' - 2 5/8"2' - 9 3/8"1' - 1 1/4"4' - 11 5/8"10' - 0"4' - 2 7/8"1' - 9 7/8"HJ-A6.2171918202' - 9"7' - 3"1' - 1 1/4"4' - 11 5/8"2' - 9"7' - 3"6' - 0 7/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A6.2BUILDING JTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A6.21TOILET PLAN ( TYPE-33 ) 1/4" = 1'-0"HJ-A6.22TOILET PLAN ( TYPE-34 ) 1/4" = 1'-0"HJ-A6.23TOILET PLAN ( TYPE-35 ) 1/4" = 1'-0"HJ-A6.24TOILET PLAN ( TYPE-36 )BLDG J - LEVEL 1, UNIT J-1 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-3 (2-BEDROOM) 1/4" = 1'-0"HJ-A6.25ELEVATION 5 1/4" = 1'-0"HJ-A6.26ELEVATION 6 1/4" = 1'-0"HJ-A6.27ELEVATION 7 1/4" = 1'-0"HJ-A6.28Elevation 8 1/4" = 1'-0"HJ-A6.29ELEVATION 9 1/4" = 1'-0"HJ-A6.210ELEVATION 10 1/4" = 1'-0"HJ-A6.211ELEVATION 11 1/4" = 1'-0"HJ-A6.212ELEVATION 12 1/4" = 1'-0"HJ-A6.213ELEVATION 13 1/4" = 1'-0"HJ-A6.214ELEVATION 14 1/4" = 1'-0"HJ-A6.215ELEVATION 15 1/4" = 1'-0"HJ-A6.216ELEVATION 16 1/4" = 1'-0"HJ-A6.217ELEVATION 17 1/4" = 1'-0"HJ-A6.218ELEVATION 18 1/4" = 1'-0"HJ-A6.219ELEVATION 19 1/4" = 1'-0"HJ-A6.220ELEVATION 20BLDG J - LEVEL 1, UNIT J-2 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-4 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-8 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-6 (1-BEDROOM)BLDG J - LEVEL 1, UNIT J-7 (1-BEDROOM)No. Description Date
HJ-A6.345762' - 9"7' - 3 1/8"1' - 1 1/4"4' - 11 5/8"10' - 0 1/8"6' - 0 7/8"HJ-A6.38911107' - 3 1/8"2' - 9"1' - 1 1/4"4' - 11 5/8"10' - 0 1/8"6' - 0 7/8"HJ-A6.3121513141' - 1 1/4"4' - 11 5/8"2' - 9"7' - 0 5/8"
9' - 9 5/8"6' - 0 7/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A6.3BUILDING JTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A6.31TOILET PLAN ( TYPE-37 ) 1/4" = 1'-0"HJ-A6.32TOILET PLAN ( TYPE-38 ) 1/4" = 1'-0"HJ-A6.33TOILET PLAN ( TYPE-39 ) 1/4" = 1'-0"HJ-A6.34ELEVATION 4 1/4" = 1'-0"HJ-A6.35ELEVATION 5 1/4" = 1'-0"HJ-A6.36ELEVATION 6 1/4" = 1'-0"HJ-A6.37ELEVATION 7 1/4" = 1'-0"HJ-A6.38ELEVATION 8 1/4" = 1'-0"HJ-A6.39ELEVATION 9 1/4" = 1'-0"HJ-A6.310ELEVATION 10 1/4" = 1'-0"HJ-A6.311ELEVATION 11 1/4" = 1'-0"HJ-A6.312ELEVATION 12 1/4" = 1'-0"HJ-A6.313ELEVATION 13 1/4" = 1'-0"HJ-A6.314ELEVATION 14 1/4" = 1'-0"HJ-A6.315ELEVATION 15BLDG J - LEVEL 1, UNIT J-6 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-5 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-5 (2-BEDROOM)No. Description Date
HJ-A6.4433' - 2"6' - 11"HJ-A6.456871' - 6"6' - 0"4' - 6"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A6.4BUILDING HKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A6.41Kitchen Plan ( TYPE-26 ) 1/4" = 1'-0"HJ-A6.42Kitchen Plan ( TYPE-27 ) 1/4" = 1'-0"HJ-A6.43Elevation 3 1/4" = 1'-0"HJ-A6.44Elevation 4 1/4" = 1'-0"HJ-A6.45Elevation 5 1/4" = 1'-0"HJ-A6.46Elevation 6BLDG H - LEVEL 1, UNIT H-1 (1-BEDROOM)BLDG H - LEVEL 1, UNIT H-2 (1-BEDROOM)No. Description Date 1/4" = 1'-0"HJ-A6.47Elevation 7 1/4" = 1'-0"HJ-A6.48Elevation 8
HJ-A6.5562' - 1"3' - 4"2' - 1"8' - 1"9' - 0 3/8"2' - 11 3/8"7' - 5 1/4"HJ-A6.5782' - 0 7/8"3' - 4"2' - 1"7' - 4"3' - 2"1' - 6"3' - 11 1/8"8' - 11 1/2"HJ-A6.51097' - 3 7/8"2' - 1"3' - 4"2' - 0 7/8"
3' - 2"1' - 6"3' - 11 1/8"2' - 11 1/2"6' - 0"HJ-A6.511123' - 2"3' - 3 7/8"2' - 1 1/4"7' - 4"
2' - 1 7/8"
2' - 9 7/8"6' - 8"7' - 5 7/8"9' - 5 7/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"3' - 0"1' - 8"2' - 10"2' - 10"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"3' - 0"1' - 8"2' - 10"1' - 6"6' - 0"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"3' - 0"1' - 8"2' - 10"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"3' - 0"1' - 8"2' - 10"6' - 0"1' - 6"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"2' - 10"1' - 8"3' - 0"2' - 10"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"2' - 10"1' - 8"3' - 0"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"2' - 10"BLDG HJ LEVEL 1 NEW28' - 4 3/8"5' - 11 1/2"1' - 6"2' - 10"1' - 7 1/2"3' - 0"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A6.5BUILDING JKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A6.51KITCHEN PLAN ( TYPE-28 ) 1/4" = 1'-0"HJ-A6.52KITCHEN PLAN ( TYPE-29 ) 1/4" = 1'-0"HJ-A6.53KITCHEN PLAN ( TYPE-30 ) 1/4" = 1'-0"HJ-A6.54KITCHEN PLAN ( TYPE-31 ) 1/4" = 1'-0"HJ-A6.55ELEVATION 5 1/4" = 1'-0"HJ-A6.56ELEVATION 6 1/4" = 1'-0"HJ-A6.57ELEVATION 7 1/4" = 1'-0"HJ-A6.59ELEVATION 9 1/4" = 1'-0"HJ-A6.510ELEVATION 10 1/4" = 1'-0"HJ-A6.511ELEVATION 11 1/4" = 1'-0"HJ-A6.512ELEVATION 12BLDG J - LEVEL 1, UNIT J-1 (1-BEDROOM)BLDG J - LEVEL 1, UNIT J-2 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-3 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-4 (2-BEDROOM) 1/4" = 1'-0"HJ-A6.58ELEVATION 8No. Description Date
HJ-A6.6236' - 3 1/4"2' - 10"3' - 2"3' - 3 7/8"2' - 1 1/4"7' - 4"1' - 9 3/8"7' - 5 7/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"2' - 10"1' - 8"3' - 0"2' - 10"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"HJ-A6.6566' - 3"2' - 10 1/8"2' - 0 7/8"3' - 4"2' - 1"7' - 3 3/4"1' - 9 3/8"7' - 6"BLDG HJ LEVEL 1 NEW28' - 4 3/8"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"HJ-A6.6987' - 1"2' - 10 3/4"2' - 1"3' - 3 7/8"2' - 1"7' - 4"2' - 7 7/8"3' - 2"3' - 3 7/8"2' - 1"BLDG HJ LEVEL 1 NEW28' - 4 3/8"2' - 10"3' - 2"1' - 6"2' - 10"1' - 8"3' - 0"BLDG K - 500 YEAR FLOOD27' - 4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG HJ LEVEL 1 NEW28' - 4 3/8"2' - 10"1' - 8"3' - 0"2' - 10"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"HJ-A6.611129' - 0 1/8"2' - 11 5/8"3' - 10 3/8"8' - 1"3' - 1"2' - 11 7/8"2' - 5 1/8"
2' - 0 7/8"3' - 4"2' - 1"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"2' - 10"1' - 8"3' - 0"2' - 10"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedHJ-A6.6BUILDING JKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"HJ-A6.61KITCHEN PLAN ( TYPE-33 ) 1/4" = 1'-0"HJ-A6.62ELEVATION 2 1/4" = 1'-0"HJ-A6.63ELEVATION 3 1/4" = 1'-0"HJ-A6.64KITCHEN PLAN ( TYPE-32 ) 1/4" = 1'-0"HJ-A6.65Elevation 5 1/4" = 1'-0"HJ-A6.66ELEVATION 6 1/4" = 1'-0"HJ-A6.67KITCHEN PLAN ( TYPE-34 ) 1/4" = 1'-0"HJ-A6.68ELEVATION 8 1/4" = 1'-0"HJ-A6.69ELEVATION 9 1/4" = 1'-0"HJ-A6.610KITCHEN PLAN ( TYPE-35 ) 1/4" = 1'-0"HJ-A6.611ELEVATION 11 1/4" = 1'-0"HJ-A6.612ELEVATION 12BLDG J - LEVEL 1, UNIT J-5 (2-BEDROOM)BLDG J - LEVEL 1, UNIT J-6 (1-BEDROOM)BLDG J - LEVEL 1, UNIT J-7 (1-BEDROOM)BLDG J - LEVEL 1, UNIT J-8 (1-BEDROOM)No. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL EXTERIOR WINDOWS AT THIS LEVEL.REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL EXTERIOR DOOR.REMOVE ALL EXTERIOR WINDOWS AT THIS LEVEL.REMOVE ALL EXTERIOR DOOR.REMOVE LOFT STRUCTURE ABOVE.DEMOLISH INTERIOR MASONRY WALL.BUILDING JBUILDING HREMOVE PORTION OF MASONRY AND RESUPPORT. SEE STRUCTURAL DRAWING. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTCONCEPT PLAN1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/18As indicatedHJ-D1.1BUILDING HJDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"HJ-D1.11BUILDINGS H, J - LEVEL 1 DEMOLITION PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING HBUILDING JBUILDING KUNIT K-2(1 BEDROOM)UNIT K-4(1 BEDROOM)UNIT H-1(1 BEDROOM)UNIT H-2(2 BEDROOM)UNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-6(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)METERROOMLAUNDRYROOMBOILER AND SPRINKLERROOMJANITORMAILBOXESLOBBYScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT 1/8" = 1'-0"HJ-F1.1BUILDING H & JFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"HJ-F1.11BUILDINGS H, J - LEVEL ONE, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
HJ-A2.127HJ-A2.128HJ-A2.130HJ-A2.1292HJ-A3.12HJ-A3.11HJ-A3.11HJ-A3.14HJ-A3.24HJ-A3.23HJ-A3.23HJ-A3.229' - 8"BUILDING HBUILDING JBUILDING KUNIT K-2(1 BEDROOM)UNIT K-4(1 BEDROOM)UNIT H-1(1 BEDROOM)UNIT H-2(2 BEDROOM)UNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-6(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)28' - 4 1/2"28' - 4 1/2"METERROOMLAUNDRYROOMBOILER AND SPRINKLERROOMJANITORMAILBOXESFLOOR RAISED TO 28'-4LOBBY34' - 3 7/8"13' - 7 5/8"9' - 10 7/8"12' - 4 3/8"24' - 5 1/4"6' - 3 1/2"10' - 5"13' - 6 5/8"13' - 5 7/8"32' - 4"
32' - 2"REFER TO BUILDING G FOR DIMENSION6' - 7 3/8"6' - 3"8' - 6 5/8"5' - 7 1/8"21' - 6 5/8"17' - 7 3/4"
10' - 5"6' - 2 1/8"8' - 10 1/4"2' - 0 7/8"2' - 0 7/8"4' - 3 5/8"4' - 2 3/4"10' - 7 1/8"10' - 7 3/8"8' - 11"
1' - 8 3/8"3' - 1 1/4"9' - 9 1/2"9' - 8 1/8"9' - 6 7/8"3' - 7 3/8"
5' - 3 7/8"19' - 6 3/8"9' - 10 1/8"4' - 8 1/2"10' - 0 7/8"2' - 6 5/8"
10' - 2 7/8"19' - 7 1/2"20' - 7 1/8"4' - 0 5/8"9' - 10 1/8"1' - 9 7/8"7' - 8 1/4"9' - 10 1/8"11' - 2 1/8"
11' - 9 1/4"REFER TO BUILDING J FOR DIMENSIONREFER TO BUILDING J FOR DIMENSION6' - 2 3/8"9' - 9 5/8"12' - 1 3/8"
7' - 2"18' - 4 1/8"15' - 11"12' - 1 1/4"
4' - 5 1/4"K-A6.278K-A6.21112G-A6.2121328' - 4 1/2"3HJ-A3.13HJ-A3.11.G-A3.11.G-A3.1G-A6.2G-A6.214151HJ-A3.21HJ-A3.23K-A3.13K-A3.187ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTCONCEPT PLAN1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/18 1/8" = 1'-0"HJ-KP2.1BUILDING HJ KEYPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9BEXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP 1/8" = 1'-0"HJ-KP2.11BUILDINGS H, J - LEVEL ONEABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
M-A2.141M-A2.1402JM-A1.12JM-A1.1TYPEE-1ARCTYPEE-1ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCNEW WOOD FRAMED FLOORTYPEE-1ARCBLDG M - LEVEL 129' - 7 7/8"BLDG J LEVEL 1 OLD26' - 5 3/8"BLDG HJ LEVEL 1 NEW28' - 4 3/8"12' - 9"14' - 4"F31F02NEW WINDOW AND INFILL WALL AT EXISTING DOOR OPENING.AAAAAEQEQEQEQAAAALIGHT FIXTURES LOCATED CENTERED IN RAFTER BAYS TYPICALLYScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"JM-A1.1BUILDING JMBRIDGEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date 1/4" = 1'-0"JM-A1.11BLDG JM BRIDGE - LEVEL 1 1/4" = 1'-0"JM-A1.12BLDG JM BRIDGE - SECTION 1/4" = 1'-0"JM-A1.13BLDG JM BRIDGE - CEILING PLAN
K-A2.132K-A2.131M-A2.1371K-A3.11K-A3.12K-A3.12K-A3.1OXOBOXO CREEKTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARC3K-A3.13K-A3.1ACCESS TO BUILDING M BASEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"K-A1.0BUILDING K PLAN- BASEMENTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-A1.01BLDG K - BASEMENTABDECFGHJKLMNORTHSITE KEY PLANMATCH LINE TO BUILDING GMATCH LINE TO BUILDING HMATCH LINE TO BUILDING MEXISTING EXTERIOR MASONRY WALLSAND PIERSNEW MASONRY INFILL AT EXISTING OPENINGS AND WOOD FRAMED WALLS TO BE REMOVEDEXISTING MASONRY ARCH OVEROXOBOXO BROOKEXISTING TIMBER BEAMS ABOVENEW MASONRY WALLS BETWEEN EXISTING MASONRY PIERS TOREPLACE WOOD FRAMED WALLSNo. Description DateMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOM
K-A2.131M-A2.137NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM BUILDING G ROOFBUILDING H ROOFSLOPESLOPEBUILDING M ROOFBUILDING M ROOFNEW FLASHING OVER EXISTING ROOF CURBBUILDING WALL BELOWNEW SLOPE ROOF SYSTEMOVER EXISTING ROOF DECKScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"K-A1.2BUILDING K -ROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-A1.22BLDG K - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTF2HJ-A3.11K-A3.11K-A3.12K-A3.12K-A3.11M-A3.1AACCCCCBBBBBBBB
BBBBBCB
B
B
E
E
EEBE
EXITEXITSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD3HJ-A3.1EQEQ1/3 2/3 EQ BEQ BEQEQ
EQ AEQ AEQ 7' - 0"EQ EQEQ2/3 1/3
EQ AEQ A
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9' - 0"
EQEQEQ EQEQ1/3 2/3
3' - 9 3/8"7' - 8 1/8"EQEQBEQ
9' - 0"
EQ
EQEQEQEQEQ A EQ A
EQ AEQ AEQEQ
EQ
8' - 11 5/8"
EQ
EQ BEQ B1/3 2/3
EQEQEQEQ2/3 1/3
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EQEQEQ EQ
EQEQEQ EQ
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AEQEQ EQEQBEQ B EQ B3' - 5 7/8"EQEQBEQ B EQ B
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BEQ EQ
3K-A3.13K-A3.1REFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedK-A1.11BUILDING KREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-A1.111BLDG K - LEVEL 1 CEILINGABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMCL: 8'-0"CL: 8'-0"BATHROOMCL: 8'-0"CL: 8'-0"CL: 8'-0"MATCH LINE BUILDING MMATCH LINE BUILDING MNo. Description Date
BUILDING K ROOF47' - 4 7/8"BLDG K - LEVEL 1 NEW29' - 7 7/8"2K-A3.12K-A3.1STRUC EGR TO EVALUATE INTERGRITY OF BRIDGE, STRUCTURAL DAMANGE DUE TO SCOURING FROM WATER COURSE AND PROVIDE ASSOCIATED DETAILS FOR RECTIFICATIONNEW FLASHING OVEREXISTING ROOF CURBBRIDGE OVEROXOBOXO BROOK3K-A3.13K-A3.1BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BUILDING K ROOF47' - 4 7/8"BLDG K - LEVEL 1 NEW29' - 7 7/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'K' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING FACE OF BLDG 'G'FACE OF BLDG 'M'REMOVE WINDOW & BRICK-IN OPENINGREPLACE DETERIORATED BRICK AROUND THIS CORNERNEW FLASHING OVER EXISTING ROOF CURBBRIDGE OVEROXOBOXO BROOKBLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"NEW WINDOW AT EXISTING DOOR OPENINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"K-A2.1BUILDING KELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"K-A2.132BUILDING K - ELEVATION EAST 1/8" = 1'-0"K-A2.131BUILDING K - ELEVATION WESTBUILDING 'K' RENOVATION NOTES:1. REPOINT BRICK PERIMETER (BUDGET 50% NEW MASONRY FOR BOTH EAST & WEST ELEVATION) 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 3. REMOVE ALL SURFACE MOUNTED COUNDUITS AND CABLES SERVING THIS BLDG.4. REPLACE EXISTING FASCIAS AND SOFFITS, REMOVE EXISTING LEAD BASED PAINT. REPAINTABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BUILDING K ROOF47' - 4 7/8"BLDG K - LEVEL 1 NEW29' - 7 7/8"17' - 9"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALLNEW STRUCTURAL STEEL LINTEL AT NEW OPENING, IN EXISTING MASONRY WALLNEW FLASHING OVER EXISTING ROOF CURBNEW PARTIAL HEIGH PARTITION IN APARTMENT UNIT (10'-0" T.O.W.) EXISTING PIERS, WALLS AND FOUNDATION WALLS TO REMAINEXISTING MASONRY ARCH AND WOOD TIMBER FRAMING TO REMAINBLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG F - LEVEL 352' - 6 1/2"17' - 9"NEW UNIT SEPARATION PARTITION WALLS TO EXTEND TO UNDERSIDEOF ROOF DECK NEW FIRE RATED CORRIDOR WALLS TO EXTEND TO UNDERSIDEOF ROOF DECK EXISTING WOOD FLOOR FRAMINGTO REMAINEXISTING MASONRY PIERSTO REMAINEXISTING CONCRETE SLABTO REMAINBUILDING K ROOF47' - 4 7/8"BLDG K - LEVEL 1 NEW29' - 7 7/8"NEW MASONRY INFILLAT EXISTING MASONRY OPENING EXISTING TIMBER FRAMING OVERCREEK TO REMAINNEW PARTIAL HEIGHT WALLSAT INTERIOR OF APARTMENTS(10' -0" T.O.W.)OXOBOXO CREEKBLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"K-A3.1BUILDING KSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-A3.11BUILDING K - LONGITUDINAL SECTION 1/4" = 1'-0"K-A3.12BUILDING K - CROSS SECTION 1ABDECFGHJKLMNORTHSITE KEY PLAN 1/4" = 1'-0"K-A3.13BUILDING K - CROSS SECTION 2BUILDING KBUILDING HBUILDING MBUILDING KNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"K-A4.1BUILDING KDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"K-A4.11ROOF K - SECTIONAL GUTTER DETAILNo. Description Date
K-A6.158679' - 8 7/8"4' - 11 5/8"2' - 9 1/4"6' - 11 5/8"K-A6.191011121' - 1 1/4"4' - 11 5/8"7' - 4"
9' - 11 3/8"
2' - 7 3/8"K-A6.1131416159' - 8 7/8"1' - 10"4' - 2 7/8"2' - 9"6' - 11 7/8"4' - 11 5/8"1' - 1 1/4"K-A6.1171819204' - 11 5/8"1' - 1 1/4"10' - 0"6' - 0 7/8"7' - 3"
2' - 9"BLDG K - LEVEL 1 NEW29' - 7 7/8"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedK-A6.1BUILDING KTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-A6.11TOILET PLAN ( TYPE-40 ) 1/4" = 1'-0"K-A6.12TOILET PLAN ( TYPE-41 ) 1/4" = 1'-0"K-A6.13TOILET PLAN ( TYPE-42 ) 1/4" = 1'-0"K-A6.14TOILET PLAN ( TYPE-43 ) 1/4" = 1'-0"K-A6.15ELEVATION 5 1/4" = 1'-0"K-A6.16ELEVATION 6 1/4" = 1'-0"K-A6.17ELEVATION 7 1/4" = 1'-0"K-A6.18ELEVATION 8 1/4" = 1'-0"K-A6.19ELEVATION 9 1/4" = 1'-0"K-A6.110ELEVATION 10 1/4" = 1'-0"K-A6.111ELEVATION 11 1/4" = 1'-0"K-A6.112ELEVATION 12 1/4" = 1'-0"K-A6.113ELEVATION 13 1/4" = 1'-0"K-A6.114ELEVATION 14 1/4" = 1'-0"K-A6.115ELEVATION 15 1/4" = 1'-0"K-A6.116ELEVATION 16 1/4" = 1'-0"K-A6.117ELEVATION 17 1/4" = 1'-0"K-A6.118ELEVATION 18 1/4" = 1'-0"K-A6.119ELEVATION 19 1/4" = 1'-0"K-A6.120ELEVATION 20BLDG K - LEVEL 1, UNIT K-1 (1-BEDROOM)BLDG K - LEVEL 1, UNIT K-2 (1-BEDROOM)BLDG K - LEVEL 1, UNIT K-3 (1-BEDROOM)BLDG K - LEVEL 1, UNIT K-4 (1-BEDROOM)No. Description Date
K-A6.2562' - 1"3' - 4 1/4"2' - 1"5' - 0"2' - 11 7/8"3' - 1 1/2"3' - 4 7/8"2' - 1"5' - 4"2' - 8 1/8"
7' - 11 7/8"7' - 5 7/8"K-A6.2782' - 1"3' - 4"2' - 0 7/8"2' - 6"4' - 10"2' - 7 7/8"
7' - 0"
2' - 11 5/8"3' - 2"1' - 6"3' - 11 1/8"7' - 5 7/8"9' - 11 5/8"K-A6.29102' - 1"3' - 3 7/8"2' - 1 1/4"2' - 6"4' - 10"
2' - 10 5/8"
5' - 1 1/8"3' - 2"3' - 3 5/8"2' - 1 1/8"7' - 11 7/8"7' - 6"K-A6.211123' - 2 1/8"3' - 0"2' - 5 1/8"4' - 11 3/4"
3' - 0 1/8"2' - 1"3' - 3 7/8"3' - 2 3/8"7' - 3 7/8"7 3/4"
7' - 11 7/8"8' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG K - LEVEL 1 NEW29' - 7 7/8"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"1' - 8"3' - 0"3' - 2"1' - 6"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedK-A6.2BUILDING KKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-A6.21KITCHEN PLAN ( TYPE-36 ) 1/4" = 1'-0"K-A6.22KITCHEN TYPE ( TYPE-37 ) 1/4" = 1'-0"K-A6.23KITCHEN PLAN ( TYPE-38 ) 1/4" = 1'-0"K-A6.24KITCHEN PLAN ( TYPE-39 ) 1/4" = 1'-0"K-A6.25ELEVATION 5 1/4" = 1'-0"K-A6.26ELEVATION 6 1/4" = 1'-0"K-A6.27ELEVATION 7 1/4" = 1'-0"K-A6.28ELEVATION 8 1/4" = 1'-0"K-A6.29ELEVATION 9 1/4" = 1'-0"K-A6.210ELEVATION 10 1/4" = 1'-0"K-A6.211ELEVATION 11 1/4" = 1'-0"K-A6.212ELEVATION 12BLDG K - LEVEL 1, UNIT K-1 (1-BEDROOM)BLDG K - LEVEL 1, UNIT K-2 (1-BEDROOM)BLDG K - LEVEL 1, UNIT K-3 (1-BEDROOM)BLDG K - LEVEL 1, UNIT K-4 (1-BEDROOM)No. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE EXTERIOR WINDOWS AT THIS LEVEL.REMOVE LOFT STRUCTURE AND PARTITIONS ABOVE.DEMOLISH PORTIONS OF MASONRY WALL AND RESUPPORT.DEMOLISH PORTIONS OF MASONRY WALL AND RESUPPORT.REMOVED RAISED FLOOR.REMOVE EXTERIOR DOOR. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedK-D1.1BUILDING KDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"K-D1.11BUILDING K - LEVEL 1 DEMOLITION PLANK-D1.12BUILDING K - DEMOLITION CUT-AWAY AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description DateREMOVE PORTION OF MASONRY WALL AND RESUPPORT. SEE STRUCTURAL DRAWINGS.REMOVE ENTIRE LOFT STRUCTURE AND PARTITIONS.BUILDING HBUILDING KBUILDING MREMOVE ALL WINDOWS ON AT BUILDING KREMOVE EXTERIOR DOOR.
UNIT K-2(2 BEDROOM)UNIT K-4(1 BEDROOM)UNIT K-1(1 BEDROOM)UNIT K-3(1 BEDROOM)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"K-F1.1BUILDING KFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"K-F1.11BUILDING K - LEVEL ONE, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG L - LEVEL 129' - 7 7/8"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG L - LEVEL 129' - 7 7/8"REMOVE WOOD AND STONE STEPS AND REPLACE NEW STAIRS RAILINGS AND RAMP2' - 7 7/8"6 3/4"6 1/4"6 1/4"6 1/4"6 1/4"EL: 27'-0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG L - LEVEL 129' - 7 7/8"REPLACE DETERIORATEDBRICK AND MORTARINSTALL NEW MASONRY IN AREAS DAMAGED BY MORTARED OPENINGSGRADE IS ABOUT 12" BELOW THE WINDOW SILLFLOOD VENT4' - 2 1/2"NEW STAIRS RAILINGS AND RAMPBLDG L - LEVEL 129' - 7 7/8"FLOOD VENTNEW STAIRS RAILINGS AND RAMPBLDG L - 500 YEAR FLOOD27' - 4 5/8"L-A2.1341' - 0"1' - 0"1' - 0"5' - 0"3' - 6" 3' - 6" 14' - 6"4' - 0"29' - 8"29'-1"27'-0"SLOPEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"L-A2.1BUILDING LELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"L-A2.133BLDG L - ELEVATION NORTH 1/8" = 1'-0"L-A2.134BLDG L - ELEVATION SOUTH 1/8" = 1'-0"L-A2.136BLDG L - ELEVATION EAST 1/8" = 1'-0"L-A2.135BLDG L - ELEVATION WESTBUILDING 'L' RENOVATION NOTES:1. REPOINT BRICK PERIMETER (BUDGET 50% NEW MASONRY FOR BOTH EAST & WEST ELEVATION) 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 3. REMOVE ALL SURFACE MOUNTED COUNDUITS AND CABLES SERVING THIS BLDG.4. REPLACE EXISTING FASCIAS AND SOFFITS, REMOVE EXISTING LEAD BASED PAINT. REPAINTABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"L-A2.11BLDG L - LEVEL 1 LANDSCAPEEXISTING WOOD STAIRS AND RAILINGS TO BE DEMOLISHEDAREA OF DAMAGED MASONRY TO BE PATCHED AND REPAIREDNo. Description Date
BLDG L - LEVEL 129' - 7 7/8"CRAWL SPACEBLDG L - 500 YEAR FLOOD27' - 4 5/8"BLDG L - LEVEL 129' - 7 7/8"CRAWL SPACEBLDG L - 500 YEAR FLOOD27' - 4 5/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"L-A3.1BUILDING LSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"L-A3.12BUILDING L - CROSS SECTION 1/4" = 1'-0"L-A3.11BUILDING L - CROSS SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"L-A4.1BUILDING LDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"L-A4.11ROOF L - SECTIONAL GUTTER DETAILNo. Description Date
L-A6.13245BUILDING M LEVEL 129' - 7 59/64"BUILDING C LEVEL 131' - 1 59/64"BUILDING G LEVEL 235' - 5 27/64"BUILDING L - LEVEL 129' - 7 59/64"BUILDING G LEVEL 1B30' - 6"BUILDING M LEVEL 129' - 7 59/64"BUILDING C LEVEL 131' - 1 59/64"BUILDING G LEVEL 235' - 5 27/64"BUILDING L - LEVEL 129' - 7 59/64"BUILDING G LEVEL 1B30' - 6"BUILDING M LEVEL 129' - 7 59/64"BUILDING C LEVEL 131' - 1 59/64"BUILDING G LEVEL 235' - 5 27/64"BUILDING L - LEVEL 129' - 7 59/64"BUILDING G LEVEL 1B30' - 6"BUILDING M LEVEL 129' - 7 59/64"BUILDING C LEVEL 131' - 1 59/64"BUILDING G LEVEL 235' - 5 27/64"BUILDING L - LEVEL 129' - 7 59/64"BUILDING G LEVEL 1B30' - 6"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedL-A6.1BUILDING LTOILET &KITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063BLDG L - LEVEL 1, UNIT L-1 (2-BEDROOM) 1/4" = 1'-0"L-A6.11TOILET PLAN 1/4" = 1'-0"L-A6.12ELEVATION A 1/4" = 1'-0"L-A6.13ELEVATION B 1/4" = 1'-0"L-A6.14ELEVATION C 1/4" = 1'-0"L-A6.15ELEVATION DNo. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL WINDOWS AT BUILDING L.TRANSFORMER PEN AND CHAIN LINK FENCE. SEE SITE DEMOLITION PLAN.REMOVE EXTERIOR DOORS.REMOVE EXTERIOR STOOP. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedL-D1.1BUILDING LDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"L-D1.11BLDG L - LEVEL 1 DEMOLITION PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"L-F1.1BUILDING LFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"L-F1.11BLDG L - LEVEL 1 FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
31M-A3.11M-A3.13M-A3.23M-A3.24M-A3.24M-A3.2TYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCACCESS TO BUILDING K BASEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"M-A1.1BUILDING MPLAN - LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description DateMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOMABDECFGHJKLMNORTHSITE KEY PLANM ATC H L INE
M ATC H L INE
31M-A3.11M-A3.13M-A3.23M-A3.24M-A3.24M-A3.2TYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"M-A1.2BUILDING MPLAN - LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description DateMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOMABDECFGHJKLMNORTHSITE KEY PLANM ATC H L INE
M ATC H L INE
MATCH LI NE MATCH LI N E
34M-A3.24M-A3.22JM-A1.12JM-A1.1TYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCTYPEH-1ARCTYPEL-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCTYPEH-1ARCEBScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"M-A1.3BUILDING MPLAN - LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date
M ATCH L INE
MATCH LI N EMARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOMABDECFGHJKLMNORTHSITE KEY PLAN
3NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"M-A1.7BUILDING MROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"M-A1.72BLDG M - LEVEL 3 roofABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
1K-A3.11M-A3.13M-A3.23M-A3.24M-A3.24M-A3.2EAAEEEEB
B
B
BB
B
B
B
BBBBBBBBB
B
BBBBBBBBB
CCCCCEXITE XIT
E XIT
SDSDSDSDSDSDSDSDSDSDSDSDSDEQ EQEQ
EQEQ8' - 0"EQ5' - 0"
5' - 0 1/8"EQEQ2/31/3EQ EQ1/32/3EQ EQ EQEQEQ EQ EQ EQ
EQ14' - 11 7/8"EQEQEQ5' - 0"
2/3 1/3EQEQ EQEQ1/3 2/3
EQ EQEQEQ EQ1 EQ1
EQ15' - 0"EQEQ EQ
EQEQEQ EQ
1/32/35' - 3 1/2"5' - 3 1/2"1/32/3EQ EQ
EQ10' - 0"EQEQEQEQ EQ
2/31/3EQ EQ EQEQEQ EQ 5' - 0"EQ EQ
EQEQEQEQ
EQEQ
EQEQEQEQEQ EQEQEQEQ
AAAAAAAAEQ EQEQEQEQEQEQAAEQ
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A1.11BUILDING MREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A1.111BLDG M - LEVEL ONE, RCP (PART A)ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMBATHROOMCL: 8'-0"CL: 8'-0"CL: 8'-0"CL: 8'-0"CL: 8'-0"No. Description Date
1K-A3.11K-A3.11M-A3.11M-A3.13M-A3.23M-A3.24M-A3.24M-A3.25M-A3.25M-A3.2AAAACCCCCCDDDDDDDEEEEESDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDBB
B
B
B
B
B
B
B
B
B
B
B
B
BBB
BBBBB
BBBBB
DDDEQ9' - 0"EQEQ
EQ EQ EQEQEQ2/31/3EQ EQ1/32/3EQ
EQ
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EQ15' - 0"EQ2/31/3EQ EQ2/31/3EQ EQ
EQ6' - 11 5/8"EQ2/3
1/32/31/32/31/31/32/31/32/3EQ EQ
EQ EQ
EQ
EQ
EQ EQEQEQEQEQEQ1EQ1EQ
7' - 0"EQEQEQEQEQEQEQEQ7' - 0 1/4"EQ
BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A1.12BUILDING MREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A1.121BLDG M - LEVEL ONE, RCP (PART B)ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMBATHROOMCL: 8'-0"CL: 8'-0"CL: 8'-0"CL: 8'-0"CL: 8'-0"No. Description Date
4M-A3.24M-A3.25M-A3.25M-A3.2AAAAAADDDDCCCCCCEEEEBBBBEXI T
SDSDSDSDSDSDSDSDSDSDSDSDSDB
B
B
B
B
B
B
B
B
B
B
B
B
2JM-A1.12JM-A1.1B
EQ EQ
EQEQEQ
EQ
EQ6' - 11 3/4"EQ5' - 4 5/8"5' - 4 3/8"2/31/32/31/3EQEQ
2/31/3EQ EQ3' - 2"6' - 4"EQ
EQEQEQEQEQ
EQ
EQ
EQ10' - 0"EQEQ EQ
2/31/3BCDAELIGHTING LEGENDBASELITE - WAREHOUSE SHADE 16" - BLACK (FURNISH WITH CORD FOR FIELD ADJUSTED HEIGHT)LITHONIA LIGHTING - LED LAMP STEP BAFFLE TRACK KIT BR20 LED LAMPPHILIPS - SLIMSURFACE 7" LED ROUND 2700KPROGRESS - LED CORD HUNG WAREHOUSE LIGHT-BRUSHED NICKELLITHONIA LIGHTING - CONTEMPORARY SQUARE VANITY - 2" 3000K CHROMEEXITEXIT LIGHTEXTERIOR WALL MOUNTED LIGHT @ 84" A.F.F.HARD WIRED SMOKE/CARBON MONOXIDE DETECTORSDCEILING HATCH FOR MECHANICAL ACCESSUTILITY 4 FOOT FLOURESCENTFREFLECTED CEILING PLAN SYMBOL LEGENDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONAREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OFCEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT, UNLESS OTHERWISE NOTED, IS 8'-0" A.F.F.AREA INDICATES NEW TAPED & PTD 5/8" GWB CEILING SYSTEM, COORDINATE INSTALLATION OF CEILINGS AT UPPER FLOORS WITH THE ROOF TYPES, THE CEILING HEIGHT TO FOLLOW SLOPE OF THE ROOF STRUCTUREAREA INDICATES EXPOSED METAL DECKING AND STEEL STRUCTURE TO BE PRIMED AND PAINTEDAREA INDICATES EXISTING STRUCTURE TO REMAIN EXPOSED (ABATE AS REQUIRED, REMOVE ALL EXISTING PAINT, SAND/PREP, APPLY MIN 3 COATS PAINT), ALL DUCTWORK TO REMAIN EXPOSED (PAINTED), ALL EXPOSED CONDUIT (PAINTED) TO BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATIONScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A1.13BUILDING MREFLECTEDCEILING PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A1.131BLDG M - LEVEL ONE, RCP (PART C)ABDECFGHJKLMNORTHSITE KEY PLANBATHROOMBATHROOMBATHROOMBATHROOMCL: 8'-0"No. Description Date
BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'M' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 75% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REMOVE EXISTING PAINT FROM EXISTING BRICKRESTORE EXISTING BASEMENT WINDOWS, TYPICAL.RESTORE EXISTING BASEMENT WINDOWS, TYPICAL.CORRIDOR ENTRANCE TO UNITS M1 THRU M11BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"BLDG F - LEVEL 352' - 6 1/2"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"RESTORE EXISTING BASEMENT WINDOWS, TYPICAL.RESTORE EXISTING BASEMENT WINDOWS, TYPICAL.RESTORE EXISTING WINDOWS, BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"BLDG F - LEVEL 352' - 6 1/2"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"REMOVE WOODEN DOGHOUSECOORDINATE STRUC ASSESSMENT OF THIS EXISTING STRUCTURAL REPAIR WITH THE STRUCTURAL ENGRBLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FACE OF BLDG 'J'FACE OF BLDG 'M'BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FACE OF BLDG 'J'BLDG 'M''BRIDGE' BLDGCORRIDOR ENTRANCE TO UNITS M1 THRU M11BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"M-A2.1BUILDING MELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"M-A2.137BUILDING M - ELEVATION NORTH 1/8" = 1'-0"M-A2.138BUILDING M - ELEVATION SOUTH 1 1/8" = 1'-0"M-A2.139BUILDING M - ELEVATION WEST 1 1/8" = 1'-0"M-A2.140BUILDING M - ELEVATION WEST 2 1/8" = 1'-0"M-A2.141BUILDING M - ELEVATION EASTBUILDING 'M' & 'BRIDGE' BLDG RENOVATION NOTES:1. REPOINT 5% BRICK PERIMETER 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALL7' - 3"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"KEY ENLARGED SECTIONSKEY ENLARGED SECTIONSM-A5.2M-A5.2M-A5.2ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A3.1BUILDING MSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A3.11BUILDING M - CROSS SECTION 1/8" = 1'-0"M-A3.12BUILDING M - KEY ENLARGED LONGITUDINAL SECTIONABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL7' - 3"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALL7' - 3"BLDG M - LEVEL 129' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"FIRE RATED DEMISING WALL7' - 3"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"BLDG H - 100 YEAR FLOOD25' - 8 3/8"G(e) 500 YEAR FLOOD26' - 6"G(e) 100 YEAR FLOOD26' - 0"BLDG L - 500 YEAR FLOOD27' - 4 5/8"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/4" = 1'-0"M-A3.2BUILDING MSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A3.24BUILDING M - LONGITUDINAL SECTION (PART 2) 1/4" = 1'-0"M-A3.25BUILDING M - LONGITUDINAL SECTION (PART 3) 1/4" = 1'-0"M-A3.23BUILDING M - LONGITUDINAL SECTION (PART 1)Match LineMatch LineABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 3" = 1'-0"M-A4.1BUILDING MDETAIL ROOFEAVE, RAKE,PARAPETDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 3" = 1'-0"M-A4.11ROOF M - SECTIONAL GUTTER DETAILNo. Description Date
M-A6.167982' - 9"7' - 2 5/8"4' - 11 5/8"1' - 1 1/8"
6' - 0 7/8"9' - 11 5/8"M-A6.11213111010' - 0"6' - 0 7/8"2' - 9 3/8"7' - 2 5/8"4' - 11 5/8"1' - 1 1/4"M-A6.1141517169' - 9 7/8"6' - 4"6' - 8 7/8"3' - 1 1/8"4' - 11 7/8"1' - 4 1/4"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"BLDG M - LEVEL 129' - 7 7/8"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A6.1BUILDING MTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A6.11TOILET PLAN ( TYPE-45 ) 1/4" = 1'-0"M-A6.12TOILET PLAN ( TYPE-46 ) 1/4" = 1'-0"M-A6.13TOILET PLAN ( TYPE-47 ) 1/4" = 1'-0"M-A6.16ELEVATION 6 1/4" = 1'-0"M-A6.17ELEVATION 7 1/4" = 1'-0"M-A6.18ELEVATION 8 1/4" = 1'-0"M-A6.19ELEVATION 15BLDG M - LEVEL 1, UNIT M-1 (1-BEDROOM)BLDG M - LEVEL 1, UNIT M-3 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-5 (2-BEDROOM) 1/4" = 1'-0"M-A6.112ELEVATION 12 1/4" = 1'-0"M-A6.113ELEVATION 13 1/4" = 1'-0"M-A6.110ELEVATION 10 1/4" = 1'-0"M-A6.111ELEVATION 11BLDG M - LEVEL 1, UNIT M-2 (2-BEDROOM) 1/4" = 1'-0"M-A6.114ELEVATION 14 1/4" = 1'-0"M-A6.116ELEVATION 16 1/4" = 1'-0"M-A6.117ELEVATION 15BLDG M - LEVEL 1, UNIT M-4 (2-BEDROOM)No. Description Date 1/4" = 1'-0"M-A6.115ELEVATION 15
3M-A6.224359' - 5 7/8"5' - 0"6' - 8 7/8"2' - 9"BLDG M - LEVEL 129' - 7 7/8"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"3G (w) - 500 YEAR FLOOD29' - 7 1/4"3M-A6.2791085' - 11 3/8"
5' - 0"2' - 9"9' - 6 7/8"6' - 9 7/8"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY8' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A6.2BUILDING MTOILET PLANS &ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A6.21TOILET PLAN ( TYPE-48 ) 1/4" = 1'-0"M-A6.22ELEVATION 2 1/4" = 1'-0"M-A6.23ELEVATION 3 1/4" = 1'-0"M-A6.24ELEVATION 4 1/4" = 1'-0"M-A6.25Elevation 5BLDG M - LEVEL 1, UNIT M-6 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-7 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-9 (2-BEDROOM) 1/4" = 1'-0"M-A6.26TOILET PLAN ( TYPE-49 ) 1/4" = 1'-0"M-A6.27ELEVATION 7 1/4" = 1'-0"M-A6.28ELEVATION 8 1/4" = 1'-0"M-A6.29ELEVATION 9 1/4" = 1'-0"M-A6.210ELEVATION 10BLDG M - LEVEL 1, UNIT M-4 (1-BEDROOM)BLDG M - LEVEL 1, UNIT M-8 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-10 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-11 (2-BEDROOM)No. Description Date
M-A6.3563' - 2"3' - 3 7/8"2' - 1 1/4"6' - 5 5/8"
3' - 0 1/4"1' - 1"7' - 6"2' - 6"4' - 10"2' - 1 7/8"M-A6.3782' - 1"3' - 4"2' - 1"8' - 0"2' - 11 3/4"2' - 5 1/4"2' - 11 3/4"3' - 1"2' - 6"4' - 10"3' - 7 7/8"7' - 6"10' - 11 3/4"M-A6.39103' - 2"2' - 11 3/4"2' - 5 1/4"8' - 0"2' - 11 7/8"2' - 1"3' - 4"2' - 1"2' - 6"4' - 10"3' - 7 7/8"7' - 6"10' - 11 7/8"M-A6.311122' - 1"3' - 3 7/8"2' - 1"3' - 1"4' - 10 1/8"2' - 5 3/4"2' - 5 1/4"2' - 11 5/8"3' - 2"7' - 5 7/8"2' - 11"7' - 5 7/8"10' - 5 1/8"BLDG M - LEVEL 129' - 7 7/8"6' - 0"1' - 6"2' - 10"1' - 8"3' - 0"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"BLDG G ROOF TRUSS44' - 5 7/8"2' - 10"1' - 8"3' - 0"6' - 0"1' - 6"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"3' - 2"1' - 6"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"1' - 8"3' - 0"2' - 10"1' - 6"1' - 8"3' - 0"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A6.3BUILDING MKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A6.31KITCHEN PLAN ( TYPE-41 ) 1/4" = 1'-0"M-A6.32KITCHEN PLAN ( TYPE-42 ) 1/4" = 1'-0"M-A6.33KITCHEN PLAN ( TYPE-43 ) 1/4" = 1'-0"M-A6.34KITCHEN PLAN ( TYPE-44 ) 1/4" = 1'-0"M-A6.35ELEVATION 5 1/4" = 1'-0"M-A6.36ELEVATION 6 1/4" = 1'-0"M-A6.37ELEVATION 7 1/4" = 1'-0"M-A6.38ELEVATION 8 1/4" = 1'-0"M-A6.39ELEVATION 9 1/4" = 1'-0"M-A6.310ELEVATION 10 1/4" = 1'-0"M-A6.311ELEVATION 11 1/4" = 1'-0"M-A6.312ELEVATION 12BLDG M - LEVEL 1, UNIT M-1 (1-BEDROOM)BLDG M - LEVEL 1, UNIT M-2 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-3 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-4 (2-BEDROOM)No. Description Date
M-A6.4232' - 6"4' - 10 1/8"2' - 7"3' - 2"2' - 0 1/4"3' - 4 5/8"7' - 0"2' - 11 1/8"2' - 1"3' - 3 7/8"2' - 1 1/4"9' - 11 1/8"7' - 6"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"6' - 0"1' - 6"G (w) - 500 YEAR FLOOD29' - 7 1/4"M-A6.4676' - 6"2' - 11 7/8"2' - 1 1/8"3' - 3 7/8"2' - 1"2' - 6"4' - 10"2' - 1 7/8"3' - 2"3' - 4 1/8"2' - 0 7/8"M-A6.4892' - 1 7/8"4' - 11"2' - 6"2' - 1"2' - 1"3' - 3 7/8"6' - 7 3/4"2' - 0 7/8"6' - 5 7/8"
7' - 5 7/8"2' - 11"9' - 6 7/8"BLDG M - LEVEL 129' - 7 7/8"2' - 10"1' - 8"3' - 0"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG M - LEVEL 129' - 7 7/8"2' - 10"G (w) - 500 YEAR FLOOD29' - 7 1/4"1' - 8"3' - 0"INTERIOR ELEVATION GENERAL NOTES1.FOR TYPICAL MOUNTING HEIGHTS AND LOCATION OF WALL MOUNTED ELEMENTS SEE REFERENCE SHEET R.42.FOR MIRROR SIZES AND TYPES SEE REFERENCE SHEET R.43.FOR MEDICINE CABINET HEIGHTS AND LOCATION SEE REFERENCE SHEET R.44.FOR ACCESSIBLITY REQUIREMENTS (COUNTER HEIGHTS AND KICK SPACES) SEE REFERENCE SHEET R.45.(1) 18" AND (1) 24" TOWEL BAR PER BATHROOM UNIT. SEE REFERENCE SHEET R.4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-A6.4BUILDING MKITCHEN PLANS& ELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/4" = 1'-0"M-A6.41KITCHEN PLAN ( TYPE-45 ) 1/4" = 1'-0"M-A6.42ELEVATION 2 1/4" = 1'-0"M-A6.43ELEVATION 3 1/4" = 1'-0"M-A6.44KITCHEN PLAN ( TYPE-46 ) 1/4" = 1'-0"M-A6.45KITCHEN PLAN ( TYPE-47 ) 1/4" = 1'-0"M-A6.46ELEVATION 6 1/4" = 1'-0"M-A6.47ELEVATION 7 1/4" = 1'-0"M-A6.48ELEVATION 8 1/4" = 1'-0"M-A6.49ELEVATION 9BLDG M - LEVEL 1, UNIT M-5 (1-BEDROOM)BLDG M - LEVEL 1, UNIT M-6 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-7 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-9 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-11 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-8 (2-BEDROOM)BLDG M - LEVEL 1, UNIT M-10 (2-BEDROOM)No. Description Date
REMOVE ALL NON-STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELYREMOVE ALL EXTERIOR WINDOWS AT BUILDING M.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURES.REMOVE EXTERIOR DOOR.REMOVE EXTERIOR STOOP AND ROOF.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURES.SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURES.REMOVE ALL WINDOWS AT MJ CONNECTING BRIDGE.REMOVE ALL EXTERIOR WINDOWS AT BUILDING M.REMOVE EXTERIOR DOORS AND STOOP. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18As indicatedM-D1.1BUILDING MDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"M-D1.11BUILDING M - LEVEL 1, DEMOLITION PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
UNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOM)UNIT M-6(2 BEDROOM)UNIT M-7(2 BEDROOM)UNIT M-8(2 BEDROOM)UNIT M-9(2 BEDROOM)UNIT M-3(2 BEDROOM)UNIT M-5(2 BEDROOM)UNIT M-10(2 BEDROOM)UNIT M-11(2 BEDROOM)UNIT M-4(2 BEDROOM)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"M-F1.1BUILDING MFURNITUREPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063 1/8" = 1'-0"M-F1.11BUILDING M - LEVEL ONE, FURNITURE PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
3BUILDING M29' - 8"29' - 8"UNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOM)UNIT M-6(2 BEDROOM)UNIT M-7(2 BEDROOM)UNIT M-9(2 BEDROOM)UNIT M-8(2 BEDROOM)UNIT M-9(2 BEDROOM)UNIT M-3(2 BEDROOM)UNIT M-5(2 BEDROOM)UNIT M-10(2 BEDROOM)UNIT M-11(2 BEDROOM)UNIT M-4(2 BEDROOM)SPRINKLER ROOMTYPEE-3ARCTYPEE-3ARCTYPEE-3ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-1ARCTYPEE-1ARCTYPEE-1ARCTYPEE-1ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARCTYPEE-2ARC2JM-A1.12JM-A1.1 1/8" = 1'-0"M-KP1.11BUILDING M - LEVEL ONEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1 90% CONST DOCS 11/1/162 90% CONST DOCS 10/31/173 FINAL CONST DOCS 07/13/184 FINAL CONST DOCS 10/12/18 1/8" = 1'-0"M-KP1.1BUILDING M KEYPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description13 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 CORRIDOR WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW9X EXTERIOR BRICK VENEER WALL AT FLOOR LINEW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW11 INFILL BRICK WALL-15"W12 3" FURRING AT BATHROOMABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date
GENERAL STRUCTURAL NOTESCODES AND STANDARDS1. 2016 CONNECTICUT STATE BUILDING CODE.2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" − AISC−10 (AISC)3. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318−11 (ACI)4. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530−11 (ACI 530)5. AMERICAN IRON AND STEEL INSTITUTE "NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD−FORMED STEEL STRUCTURAL MEMBERS, WITH SUPPLEMENT 1, DATED 2010 (AISI)6. AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION WITH 2012 SUPPLEMENT" (AF&PA)GENERAL 1. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TO MAINTAIN THE STABILITY, SAFETY, AND LATERAL LOAD RESISTANCE OF THE BUILDING AND ITS INDIVIDUAL COMPONENTS THROUGHOUT CONSTRUCTION.2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER. 4. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE GENERALLY OBTAINED FROM THE ARCHITECT AND ARE INCLUDED AS INFORMATION COMPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. LAYOUT OF BUILDING FOUNDATIONS OR OTHER ITEMS MAY BY MADE USING THE DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ONLY IF THE CONTRACTOR HAS COMPARED THESE DRAWINGS WITH THE ARCHITECTURAL DRAWING AND HAS RECEIVED CLARIFICATION, FROM THE ARCHITECT, REGARDING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS. 5. DO NOT SCALE DRAWINGS TO OBTAIN INFORMATION.DEFERRED SUBMITTALS:1. STEEL CONNECTION DETAILING AND DESIGN FOR CONNECTIONS BETWEEN BEAMS, COLUMNS AND BRACES.2. CFMF − CONNECTION DESIGN AND DETAILING.BUILDING DESIGN LOADS1. DESIGN LIVE LOADSPUBLIC ROOMS AND CORRIDORS SERVING THEM: 100PSFPRIVATE ROOMS AND CORRIDORS SERVING THEM: 40PSF2. SNOW LOADSGROUND SNOW LOAD: PG = 30IMPORTANCE FACTOR: IS = 1.0FLAT ROOF SNOW LOAD: PF = 30PSF SNOW EXPOSURE FACTOR: CE = 1.0THERMAL FACTOR: CR = 1.03. WIND LOADSNOINAL WIND SPEED, RISK CATII: 105 MPHWIND EXPOSURE CATEGORY: B4. SEISMIC LOADSSPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS: SS=0.165SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIODS: S1=0.059SEISMIC USE GROUP: ISEISMIC DESIGN CATEGORY: BSITE CLASS: CANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHODIMPORTANCE FACTOR IE: 1.0SDS: 0.132SD1: 0.067CS: 0.088 (MASONRY) 0.020(LIGHT-FRAME WALLS)S LATERAL LOAD RESISTING SYSTEMS:AT EXISTING BUILDINGS - ORDINARY PLAN MASONRY SHEAR WALLSR=1.5 CD=1.25AT NEW MEZZANINE - LIGHT-FRAME WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE R=6.5 CD=4FOUNDATIONS1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH ASSUMED VALUES FROM THE BUILDING CODE.2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR CONTROLLED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 1.5 KSF.3. ALL FOOTINGS SHALL BEAR AT LEAST 3’−6" BELOW FINISH GRADE. 4. ELEVATIONS OF THE BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING PURPOSES AND REPRESENT THE HIGHEST ALLOWABLE ELEVATION. THE BOTTOM OF FOOTING SHALL BE LOWERED AS REQUIRED TO BEAR ON SUITABLE MATERIAL AS DEFINED ABOVE OR UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 5. EXISTING UN−COMPACTED FILLS WITHIN THE BUILDING FOOTPRINT SHALL BE REMEDIATED EITHER BY REMOVAL AND REPLACEMENT, OR GROUND IMPROVEMENT DESIGNED TO ACHIEVE 1.5KSF BEARING CAPACITY.6. FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER, REMOVE ALL SURFACE TOPSOIL, PAVEMENT, AND OTHER UNSUITABLE MATERIALS. REPLACE WITH COMPACTED GRANULAR FILL. 7. FOUNDATION WALLS ARE GENERALLY NOT DESIGNED AS FREESTANDING RETAINING WALLS. AS SUCH THEY MUST BE BACKFILLED ON BOTH SIDES EQUALLY OR TEMPORARILY BRACED UNTIL OTHER STRUCTURAL ELEMENTS WHICH BRACE THESE WALLS ARE IN PLACE. 8. PIPES AND OTHER M.E.P. ELEMENTS SHALL PASS THROUGH FOUNDATION WALL, NOT UNDER FOTTINGS. STEP FOOTINGS AS REQUIRED TO PASS UNDER THESE SYSTEMS. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALL. REINFORCED CONCRETE1. ALL CONCRETE SHALL BE NORMAL WEIGHT (UNLESS INDICATED AS LIGHT WEIGHT ON PLANS) WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: WALLS AND FOUNDATIONS 3000 PSISLABS ON GRADE 4000 PSICOMPOSITE CONCRETE SLABS 3500 PSI NORMAL WEIGHT CONCRETE TO HAVE A UNIT WEIGHT OF: 150-154PSF(WET)/146-150PSF(DRY)LIGHT WEIGHT CONCRETE TO HAVE A UNIT WEIGHT OF: 120-125PSF(WET)/115-120PSF(DRY)2. ALL CONCRETE EXPOSED TO FREEZE−THAW CYCLES SHALL BE AIR ENTRAINED.3. ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING TO ASTM A 615 ˘ GRADE 60.4. ALL REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL CONFORM TO ASTM A706 WELDABLE REINFORCING. 5.ALL REINFORCING BARS SHALL BE DETAILED IN ACCORDANCE WITH ˆACI DETAILING MANUAL.˜ SHOW THE NUMBER AND LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED ON THE PLACING DRAWINGS. 6. MINIMUM CLEAR COVER FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: CONCRETE POURED AGAINST EARTH 3"CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF WEATHER: A. BARS #5 AND SMALLER 1 ½"B. BARS LARGER THAN #5 2"SLABS, WALLS NOT EXPOSED TO EARTH OR WEATHER ¾" 7. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. DEVELOPMENT / SPLICE LENGTH SHALL BE AS SHOWN ON THE TABLE IN THE TYPICAL DETAILS UNLESS OTHERWISE NOTED. VALUES SHOWN ARE IN INCHES. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 8.SLABS, BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS, HORIZONTAL KEYS AND REINFORCING CONTINUING THROUGH. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE STRUCTURAL ENGINEER. 9. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESH TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. MASONRY1. ALL MASONRY SHALL DEVELOP 1500 PSI ULTIMATE COMPRESSIVE STRENGTH (F M) IN 28 DAYS.2. ALL MORTAR SHALL BE TYPE S.3. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24˜ BENEATH AND 12˜ EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS. 4.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.5. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE USING HIGH LIFT (OR LOW LIFT) GROUTING TECHNIQUES. SEE SPECIFICATIONS FOR DETAILS. CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT AND SHALL BE PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING REINFORCING. 6.NO SPLICES IN REINFORCING BARS SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE PERMITTED, ALL SPLICES SHALL BE LAPPED AS FOLLOWS#3 BARS - 1-6"#4 BARS - 2-0"#5 BARS - 2-6"#6 BARS - 3-0"#7 BARS - 3-6"7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED OR PLASTIC BAR POSITIONERS.8.HORIZONTAL REINFORCING SHALL BE 9 GAGE WIRE CONFORMING TO ASTM A82 AND SHALL BE PLACED EVERY OTHER COURSE U.N.O.9. ALL MASONRY SHALL BE PLACED IN RUNNING BOND U.N.O.STRUCTURAL STEEL1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS:ALL WIDE FLANGE SHAPES: ASTM A572 OR A992, GRADE 50ALL TUBULAR SECTIONS: ASTM A500, GRADE BALL PIPE SECTIONS: ASTM A53, GRADE BANCHOR RODS: ASTM F1554, GRADE 36ALL MISC. PLATES AND ASTM A36CONNECTION MATERIALS:2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD OR LRFD AND THE AISC CODE OF STANDARD PRACTICE. 3. WIND/SEISMIC CONNECTIONS: LATERAL LOAD CONNECTIONS INDICATED ON THE DRAWING ARE IN ADDITION TO THE GRAVITY CONNECTIONS REQUIRED.4. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AS ENDORSED BY AISC. ALL BEAM TO COLUMN CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS AND SHALL BE FULLY TENSIONED. ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS MAY BE SNUG TIGHT UNLESS NOTED AS SLIP CRITICAL ON DRAWING.5. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT CALCULATIONS FOR EACH TYPE OF CONNECTION UTILIZED ON THE PROJECT. 6. CALCULATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER. CONNECTIONS INCLUDE, BUT ARE NOT LIMITED TO, GRAVITY FRAME CONNECTIONS, MOMENT CONNECTIONS, AND BRACED FRAMING CONNECTIONS. 7. UNLESS SPECIFICALLY NOTED, STEEL DETAILS SHOWN ON THE DRAWINGS ARE FOR CONCEPT ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS, SIZE OF WELD, ETC.8. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE ˘ STEEL D1.1, LATEST EDITION. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE. 9. ALL STEEL DECK SHALL BE DETAILED, ERECTED AND FASTENED IN ACCORDANCE WITH THE MANUFACTURER S SUGGESTED SPECIFICATIONS AND THE CURRENT STEEL DECK INSTITUTE SPECIFICATIONS. 10. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 11. ALL LINTELS SHALL HAVE 6˜ MINIMUM BEARING EACH END UNLESS NOTED OTHERWISE.POST−INSTALLED FASTENERS AND ANCHORS1. ALL HOLES INTO MASONRY OR CONCRETE WALLS FOR PROPRIETARY ANCHORING SYSTEMS SHALL BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE MANUFACTURER S RECOMMENDATIONS.2. ALL PROPRIETARY ANCHORING SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER S REQUIREMENTS AND USING ALL RECOMMENDED ACCESSORIES AND SUPPLEMENTAL COMPONENTS SUCH AS SCREEN TUBES, WASHERS, ETC.3. ALL HOLES IN HOLLOW MASONRY SHALL BE DRILLED WITH ROTARY DRILLS. HAMMER DRILLS ARE NOT PERMITTED.4. ALL EPOXY ADHESIVE SHALL BE HILTI RE−500, SIMPSON ET OR APPROVED EQUAL. U.N.O.5. ALL ACRYLIC ADHESIVE SHALL BE HILTI HIT (ICE, HY150 ORO HY20), SIMPSON AT OR APPROVED EQUAL. U.N.O.6. ALL CONCRETE/MASONRY SCREW ANCHORS SHALL BE HILTI HUS−H, SIMPSON TITEN, ITW TAP−CON OR APPROVED EQUAL. U.N.O.7. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK−BOLT 3, SIMPSON WEDGE−ALL OR APPROVED EQUAL. U.N.O.LIGHT GAGE FRAMING1. ALL STUDS AND JOISTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 18 GAGE AND LIGHTER WEIGHTS AND 50,000 PSI FOR 16 GAGE AND HEAVIER WEIGHTS AND SHALL CONFORM TO AISI ˆSPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS˜, LATEST EDITION2. ALL STUDS, JOISTS AND ACCESSORIES SHALL HAVE A MINIMUM G−60 GALVANIZED COATING.3. ALL WALL STUDS ARE C SHAPED STRUCTURAL LOAD BEARING STEEL STUDS. PROVIDE RUNNER TRACK TOP AND BOTTOM FOR ALL WALLS USING SAME GAGE AS STUD.4. ALL WALLS ARE TO HAVE HORIZONTAL STRAP BRIDGING WHICH SHALL BE INSTALLED AND PROPERLY ATTACHED TO EACH STUD TO PREVENT MINOR AXIS BENDING AND ROTATION BEFORE WALL STUDS ARE LOADED. BRIDGING SHALL BE DESIGNED FOR MINIMUM ALLOWABLE CONSTRUCTION LOADS AND SHALL NOT EXCEED 4 −3 O.C.5. ALL FLOOR JOISTS ARE "C" SHAPED STEEL JOISTS. 6. FASTENING OF LIGHT GAGE MEMBERS SHALL BE WELDED ACCORDING TO AWS D1.3 OR EQUIVALENT SCREWING AS PER MANUFACTURER S RECOMMENDATIONS.WOOD1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) DOUG−FIR. PRESSURE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CONTACT, SILL PLATES, OR EXTERIOR USE.2. STUDS SHALL BE STUD GRADE OR BETTER3. ALL OTHER MEMBERS SHALL BE NO. 2 OR BETTER.4. FOR EXPOSED FRAMING SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.5. ALL MATERIAL LABELLED "LVL" SHALL LAMINATED VENEER LUMBER WITH THE FOLLOWING PROPERTIES:E = 1,9000,000 PSIFB = 2,600 PSI6. ALL MATERIAL LABELLED "LSL" BE LAMINATED STRAND LUMBER WITH THE FOLLOWING PROPERTIES:E = 1,550,000 PSIFB = 2,325 PSI7. PROVIDE 1X4 CROSS−BRIDGING FOR ALL WOOD JOISTS AT 8’−0"O.C. MAXIMUM SPACING AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS.8.WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER MANUFACTURER S RECOMMENDATIONS.9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS.10. METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE SIMPSON STRONG−TIE CONNECTORS AND ARE SELECTED FOR LOAD REQUIREMENTS. SUBSTITUTION IS PERMITTED IF LOAD CAPACITIES OF ALTERNATE ARE OF EQUAL OR GREATER CAPACITY THAN COMPARABLE SIMPSON CONNECTOR. FASTENING SHALL BE PER MANUFACTURER S REQUIREMENTS. 11. NAILING SHALL COMPLY WITH TABLE 2304.9.1 OF THE CONNECTICUT STATE BUILDING CODE EXCEPT AS NOTED ON THESE DRAWINGS. SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"S1.0GENERAL NOTESDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"SEE NOTE 11. REMOVE CONCRETE AROUND EXISTING CAST−IRON COLUMNS. DO NOT DAMAGE OR CRACK CAST−IRON COLUMN. CONTRACTOR’S OPTION TO SHORE EXISTING CONSTRUCTION AND REPLACE EXISTING COLUMNS, AS NOTED, WITH HSS4x0.25. SEE SECTION CUT ON PLAN.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. PROVIDE 1/2" JOINT AROUND NEW AND EXISTING COLUMNS. COLUMNS ARE INTENDED TO BE ATTACHED AT BASE AND 2ND FLOOR AS SHOWN ON DETAILS WITH NO ATTACHMENT AT NEW FIRST FLOOR.LEVEL 1 NOTES:1S3.1(2) 2x10(2) 2x102x10(2) 2x102S3.1WAL2.AL2.BL2.CL2.DL2.EL2.FW1W2W3W4W5W6W7W8W9SEENOTE 6(TYP OF 9)5S3.1TYPEX. CONC. PLATFORM2S3.3SIM2S3.3SIM11S3.311S3.3SIM1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.LEVEL 2 NOTES:3S3.1WAL2.AL2.BL2.CL2.DL2.EW1W2W3W4W5W6W7W8W910S3.1ATTIC SPACE1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. 3/4" THREADED ROD AND TURNBUCKLE AT EXISTING BOTTOM TRUSS CHORD.ATTIC NOTES:SEE NOTE 2 (TYP)4S3.1WAL2.AL2.BL2.CL2.DL2.EL2.FW1W2W3W4W5W6W7W8W912S3.312S3.3SIM17S3.118S3.1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"A-S1.1BUILDING AFRAMING PLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
WAL2.AL2.BL2.CL2.DL2.EW91. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER. SEE TYPICAL DETAIL.3. MATCH EXIST. BFE. IF EXIST BFE IS LESS THAN 3.50’ BELOW FINISHED GRADE, SET NEW BFE AT (−3.50’) AND UNDERPIN EXISTING FOOTINGS. SEE TYP DETAIL.LEVEL 1 NOTES:SEE NOTE 213S3.2(−3.50’)(−3.50’)SEE NOTE 3SEE NOTE 36S3.17S3.1WAL2.AL2.BL2.CL2.DL2.E1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILING B.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. BEARING WALL TO BE 600S162−54@ 16"O/C. SEE NOTE 5 FOR ADDITIONAL INFO.8. AT UNBRACED PORTION OF WALL AT STAIR OPENING, PROVUDE A BUILT−UP GIRT. FOR ESTIMATING PURPOSES ONLY, ASSUME (2)800S162−43 WITH A 600T125 (T&B). TOP OF HEADER SHOULD MATCH TOP OF FLOOR FRAMING ELEVATION.LEVEL 2 NOTES:SEE NOTE 1@2x1016"(2) 2x10(2) 2x1010S3.1SIM6S3.1SIMSEE NOTE 7SEE NOTE 8WAL2.AL2.BL2.CL2.DL2.EW91. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILING B.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. BEARING WALL TO BE 600S162−54@ 16"O/C. SEE NOTE 5 FOR ADDITIONAL INFO.8. AT UNBRACED PORTION OF WALL AT STAIR OPENING, PROVUDE A BUILT−UP GIRT. FOR ESTIMATING PURPOSES ONLY, ASSUME (2)800S162−43 WITH A 600T125 (T&B). TOP OF HEADER SHOULD MATCH TOP OF FLOOR FRAMING ELEVATION.LEVEL 3 NOTES:SEE NOTE 16S3.1SIM7S3.1SIM10S3.1CW − SEE NOTE 6CW − SEE NOTE 610S3.1SIM6S3.1SIM@2x1016"(2) 2x10SEE NOTE 7SEE NOTE 8WAL2.AL2.BL2.CL2.DW91. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILING B.2. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. 7. BEARING WALL TO BE 600S162−54@ 16"O/C. SEE NOTE 5 FOR ADDITIONAL INFO.8. AT UNBRACED PORTION OF WALL AT STAIR OPENING, PROVUDE A BUILT−UP GIRT. FOR ESTIMATING PURPOSES ONLY, ASSUME (2)800S162−43 WITH A 600T125 (T&B). TOP OF HEADER SHOULD MATCH TOP OF FLOOR FRAMING ELEVATION.LEVEL 4 NOTES:17S3.118S3.119S3.1@2x1216"@2x1216"@2x1216"(2) 2x12(2) 2x12@2x1216"@2x1016"10S3.1SIM6S3.1SIMSEE NOTE 7SEE NOTE 86S3.31. TYPICAL FLOOR CONSTRUCTION IS 2.5" NORMAL−WEIGHT CONCRETE ABOVE FLUTES OF 2", 18 GAGE COMPOSITE STEEL DECK (4.5" TOTAL THICKNESS) REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC, SUPPORTED ON STEEL FRAMING AS SHOWN. SEE PLAN FOR SPAN ORIENTATION.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. (X) INDICATES NUMBER OF 0.75" X 3.5" HEADED SHEAR STUDS4. FOR ALL BEAMS IN AREAS OF COMPOSITE SLABS WITHOUT STUDS SHOWN, PLACE STUDS @ 2’−0" O/C.BRIDGE C/D AND D/E NOTES:W12X26W12X26BUILDING CBUILDING DBUILDING E6S3.3SIM6S3.1SIM6S3.1SIM7S3.1SIM7S3.1SIMW12X26L2.BL2.CL2.DL2.BL2.CL2.DWAL2.BL2.CL2.D1. PROVIDE 1" SEISMIC JOINT BETWEEN NEW CONNECTOR AND EXISTING BUILING B.2. TYPICAL ROOF CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. WALLS SHOWN ARE BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE BUILT−UP POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. TYPICAL CURTAINWALL FRAMING IS 600S162−43 AT 16"oc. AT NORTH WALL BETWEEN LEVEL 1 AND 3, FRAMING TO BE 800S162−54 AT 12"oc. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER. ROOF NOTES:@2x616"CW − SEE NOTE 6CW − SEE NOTE 69S3.18S3.1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"AB-S1.1AB CONNECTOR& BRIDGE PLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
UPUPL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L11S3.1BUILDING BF3.0−1.67NOTES:1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.5. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.16. FX.XXINDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO. XX.XXDENOTES BOTTOM OF FOOTING ELEVATION. 7. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER PLACED OVER CRUSHED STONE. SEE TYP SLAB ON GRADE DETAIL. SEE TYP SLAB−ON−GRADE REPLACEMENT DETAIL FOR ATTACHMENT TO EX. ADJACENT CONCRETE SLAB−ON−GRADE.SEE NOTE 4 (TYP)F3.0−1.67SEE NOTE 713S3.3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"B-S1.0 SBBUILDING BLEVEL SBFOUNDATIONPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLAN1 UNIT REVISIONS 9/9/16No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L12S3.1NOTES:1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED. SEE TYPICAL DETAIL.5. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.6. PROVIDE UNDERPINNING, AS REQUIRED, AT EXIST. FOOTINGS ADJACENT TO ELEVATOR PIT.−5.00PIT EL.15S3.1(2) 2x10@2x616"16S3.1SIM14S3.27S3.3SIM12S3.2SIM15S3.2SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"B-S1.0BBUILDING BLEVEL BFOUNDATION &FRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L14S3.116S3.113S3.11. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.5. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.NOTES:14S3.1SIM15S3.1SIM(2) 2x10@2x616"14S3.2SIM12S3.215S3.27S3.3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"B-S1.1BUILDING BLEVEL ONEFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.3. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.NOTES:15S3.1SIM@2x616"16S3.1SIM(2) 2x1014S3.2SIM7S3.3SIM12S3.2SIM15S3.2SIM14S3.1SIM14S3.1SIM13S3.1SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"B-S1.2BUILDING BLEVEL TWOFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.3. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.NOTES:15S3.1SIM(2) 2x10@2x616"16S3.1SIM14S3.2SIM7S3.3SIM12S3.2SIM15S3.2SIM14S3.1SIM14S3.1SIM13S3.1SIM10S3.1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"B-S1.3BUILDING BLEVEL THREEFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. SEE S2.2 FOR TOP OF ELEVATOR SHAFT & HOIST BEAM DETAILS.NOTES:15S3.1SIM@2x616"(2) 2x1016S3.1SIM14S3.2SIM7S3.3SIM12S3.2SIM15S3.2SIM14S3.1SIM14S3.1SIM13S3.1SIM19S3.1SEE NOTE 4ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"B-S1.4BUILDING BLEVEL FOURFRAMING PLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.FL2.GL2.HL2.JL2.KL2.L1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 2X6 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.LEVEL 1 NOTES:1S3.2L2.FL2.GL2.HL2.JL2.KL2.L@2x1012"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"@2x1016"SWSWSWSWLEVEL 2 NOTES:1. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. "SW" INDICATES INTERIOR SHEAR WALL. TYPICAL INTERIOR SHEAR WALL CONSTRUCTION IS 1/2" SHEATHING ON 2X6 STUDS AT 16"oc NAILED AT 4"oc AT PANEL EDGES WITH 0.131"x2.5" NAILS. NAILS IN FIELD OF PANEL SHALL BE NO MORE THAN 12"oc. PANELS SHALL BE INSTALLED WITH LONG DIMENSION ACROSS STUDS. ALL JOINTS IN SHEATHING SHALL OCCUR OVER FRAMING OR SOLID BLOCKING.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 2X6 STUDS AT 16"oc. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.1S3.1SIM2S3.3SIM2S3.3SIMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"C-S1.1BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
UPDNDNDNOAL2.AL2.BL2.CO1O2O3O4O5HSS4x4x3/8F3.0−1.67HSS4x4x3/81. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.5. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.6. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.17. XX.XXDENOTES BOTTOM OF FOOTING ELEVATION. FX.XXINDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO. 8.HSS COLUMNS NOT RECEIVING A CAP PLATE SHAL RECEIVE A 1/4" STEEL CAP PLATE, SEAL WELDED ALL AROUND.LEVEL 1 NOTES:F3.0−1.67OAO1O2O3O4O53S3.22S3.21. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.5. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.6. PROVIDE NEW STEEL LINTELS ABOVE BRICK ARCH AND REBUILD ARCH BELOW (6 WINDOWS TOTAL @ SOUTHEAST CORNER).7. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).LEVEL 2 NOTES:HSS4x4x3/8HSS4x4x3/8POST (TYP OF 3)@2x616"W10X39CANT@2x616"11S3.2SEE NOTE 61 3/4"x11 1/4" LVL1 3/4"x11 1/4" LVL15S3.3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"D-S1.1BUILDING DPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
UPDNUPDNUPDN1AB2F3.0HSS4x4x3/8−1.67F3.0−1.67F3.0−1.671. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.3. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.4. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.5. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.6. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.17. XX.XXDENOTES BOTTOM OF FOOTING ELEVATION. FX.XXINDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFO.LEVEL 1 NOTES:SEE NOTE 5 (TYP)5S3.21AB24S3.21. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. WALLS SHOWN ARE INTERIOR BEARING AND/OR SHEAR WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.4. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43@16"o/c WITH 600T125−43 TOP&BOT. STAIR WALLS TO BE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS.5. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED.6. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).LEVEL 2 NOTES:@2x616"@2x616"W10X39W8X13HSS4x4x3/8HSS4x4x3/8HSS4x4x3/8HSS4x4x3/8POST (TYP OF 3)2S3.2SIM11S3.2SIM1 3/4"x11 1/4" LVL1 3/4"x11 1/4" LVLScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"E-S1.1BUILDING EPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
F5.0F5.0F3.0F9’−7"x5’−0"F5.0F3.01. SEE UNDERPINNING DETAIL. UNDERPINNING REQUIRED AT FOOTINGS AT EXTERIOR WALL.2. SAWCUT, REMOVE AND REPLACE EXISTING SLAB ON GRADE WHERE REQUIRED FOR NEW FOOTING CONSTRUCTION OR AS SHOWN ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. SEE TYPICAL SLAB ON GRADE REPLACEMENT DETAIL.3. FOOTINGS TO BEAR ON COMPACTED STRUCTURAL FILL, SEE GENERAL NOTES ON S0.14. ELEVATOR SHAFT WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT CORNERS, 4’oc, AND DOOR JAMBS, AND #4 HORIZONTAL AT FLOORS AND DOOR HEAD ELEVATIONS. ALL CELLS TO BE FULLY GROUTED. SEE TYPICAL DETAIL.5. P−X XX.XXDENOTES PIER TYPE AND TOP OF PIER ELEVATION WITH RESPECT TO TOP OF SOG.. FX.XX XX.XXDENOTES FOOTING TYPE AND BOTTOM OF FOOTING ELEVATION WITH RESPECT TO TOP OF SOG.SEE FOOTING SCHEDULES AND TYP PIER DETAIL FOR ADDITIONAL INFO.6.UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).LEVEL 1 NOTES:9S3.2PIT EL.−5.008S3.2HSS8X8X3/8HSS8X8X3/8HSS8X8X3/8HSS8X8X3/8HSS8X8X3/8HSS8X8X3/8HSS8X8X3/8TYP@ EXTERIOR COLP−1−4.00(MATCH EXIST)EX. BFE=−4.00’VIF−4.00−4.00−2.33−1.67−2.00P−1−0.67−0.67P−1P−1−0.67−0.67SEE NOTE 4(MATCH EXIST)(MATCH EXIST)12S3.1SIMW16X26W16X26W12X16W12X16
W12X16W18X46
W12X16
W12X16
W12X16
W12X16
W12X16W12X16
W12X16
1. DENOTES TYPICAL FLOOR CONSTRUCTION IS 3.5" LIGHT−WEIGHT CONCRETE ABOVE FLUTES OF 3", 18 GAGE COMPOSITE STEEL DECK (6.5" TOTAL THICKNESS) REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC, SUPPORTED ON STEEL FRAMING AS SHOWN. SEE PLAN FOR SPAN ORIENTATION.2. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.3. (X) INDICATES NUMBER OF 0.75" X 3.5" HEADED SHEAR STUDS4. FOR ALL BEAMS IN AREAS OF COMPOSITE SLABS WITHOUT STUDS SHOWN, PLACE STUDS @ 2’−0" O/C.5. UON, ALL STEEL BEAM CONNECTIONS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).LEVEL 2 NOTES:10S3.26S3.21. ROOF CONSTRUCTION IS 3" LIGHT−WEIGHT CONCRETE ABOVE FLUTES OF 3", 18 GAGE COMPOSITE STEEL DECK (6" TOTAL THICKNESS) REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC, SUPPORTED ON EXISTING STEEL FRAMING AS SHOWN. SEE PLAN FOR SPAN ORIENTATION.2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS.3. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).LOW ROOF NOTES:SEE NOTE 1HSS8X4X1/4 HSS8X4X1/4HSS8X4X1/4HSS8X4X1/4
HSS8X4X1/4HSS8X4X1/41. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS.2. CONNECTION FROM WIND GIRT TO COLUMN TO BE DESIGNED FOR A HORIZONTAL LOAD OF 5.0KIPS.3. WIND GIRTS, COLUMNS AND CONNECTIONS TO BE HOT DIP GALVANIZED. ANY FIELD WELDS SHALL BE PAINTED WITH A ZINC−RICH PRIMER. PROVIDE VENT HOLE @ BASE OF COLUMN.4. COLUMNS TO RECEIVE A 1/4" CAP PLATE, SEAM WELDED TO HSS.5. UON, ALL STEEL BEAMS TO BE DESIGNED FOR A MINIMUM VERT. REACTION OF 15KIPS (ASD).6. SEE S2.2 FOR TOP OF ELEVATOR SHAFT & HOIST BEAM DETAILS.HIGH ROOF NOTES:7S3.2SEE NOTES 2& 3 (TYP)SEE NOTE 6ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"F-S1.1BUILDING FPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
L2.ML2.L1S3.34S3.33S3.3@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"
@2x8 16"@2x8 16"
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@2x8 16"
@2x8 16"@2x8 16"
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@2x8 16"@2x8 16"1. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS.3. TYPICAL TOP OF SHEATHING ELEVATION IS 30’−6", UON.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.LEVEL 1B NOTES:TOP OF SHEATHING @ 29’−0"TOP OF SHEATHING @ 29’−0"TOP OF SHEATHING @ 29’−7 7/8"2S3.31S3.1SIMSEE NOTE 1 ON J−S1.1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"G/H-S1.1BUILDING G/HPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
NOTES:1. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER PLACED OVER CRUSHED STONE. SEE TYP SLAB ON GRADE DETAIL.2. HELICAL PILES WITH UNDERPINNING BRACKETS AT EACH PIER (10’ O/C). SEE CIVIL DRAWINGS FOR FILL AND BANK PROTECTION.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.4. TYPICAL FLOOR CONSTRUCTION IS 3/4", PRESSURE TREATED, TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.SEE NOTE 1SEE NOTE 2 (TYP)5S3.34S3.3JM BRIDGE − SEE M−S1.1 FOR MORE INFO.8S3.3SEE NOTE 4PT 2x8 @ 16" o/c14S3.3EL.5" Foundation Slab 0’ − 0"ABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"J-S1.1BUILDING JFOUNDATIONPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
NOTES:1. 5" CONCRETE SLAB−ON−GRADE REINFORCED WITH 6X6 W2.9XW2.9 WWF OVER VAPOR BARRIER PLACED OVER GRAVEL. SEE TYP SLAB ON GRADE DETAIL.2. BRICK PIERS AT COLUMNS TO BE REPOINTED AND REPLACED AS NECESSARY. (TYP OF 27).SEE NOTE 1SEE NOTE 23JM BRIDGE − SEE J−S1.1 FOR MORE INFO9S3.3JM BRIDGE − SEE J−S1.1 FOR MORE INFOGRIND EX. SLAB @ END TO ALLOW FOR PLYWOOD PLACEMENT10S3.3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 1/8" = 1'-0"M-S1.1BUILDING MFOUNDATIONPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
1’ − 0"8"1’ − 6"1’ − 6"8"7"1’ − 2"ELEVATOR PIT DETAIL#4@12"oc HORZ BARS#4@16"oc VERT BARS20"x2’−0"x6" DEEP SUMPHOOK BARS AT SUMPSEE ARCH AND ELEVATOR DWGS FOR SILL DETAILS2x4 SHEAR KEY (TYP)MASONRY WALL BEYOND−SEE ARCH PLANS#4@12"oc(4)#4 EXTEND 2’−0" PAST DOOR JAMB ON EACH SIDE2’−8"3’−0"CONTINUOUS WATERSTOP FOUR SIDES #4@10"oc EW, TOP & BOT#4x4’−0" DOWELS TO MATCHVERTICAL MASONRYREINFORCEMENT.ANCHOR RODS −(4) 3/4" F1554, Gr. 36, EMBED. 10". (UON)FOOTING, SEE PLANSTEEL COLUMN, SEE PLANBASEPLATE −10"x3/4"x10" (UON)SEE BELOWTYPICAL INTERIOR COLUMN BASEPLATE & FOOTING DETAIL2" NON−SHRINK GROUT1 1/2" (TYP)(UON)SLAB ON GRADE3/8" CRUSHED STONE −DEPTH VARIESEXISTING COPACTED FILLTYPICAL SLAB ON GRADE REPLACEMENT DETAILVAPOR BARRIER1/2"x12" SMOOTH DOWEL @ 4’o/c (2 MIN./SIDE), DRILL AND GROUT INT EXISTING SLAB. EMBED 6"EXISTING SLAB ON GRADEWWFNEW SLAB ON GRADE − MATCH DEPTH OF EXIST. MIN. 5"SAW CUT AS SOON AS CONCRETEWILL NOT RAVEL (24 HRS. MAX)CONCRETE BRICK OR BLOCKSUPPORTS1 1/2"WWFTYPICAL SLAB ON GRADE CONSTRUCTION JOINT3/4"1 1/2" CLEARSTOP MESH AT JOINTVAPOR BARRIERD/3D SLAB DEPTHWWFTYPICAL SLAB ON GRADE CONTROL JOINTFOOTING SCHEDULELENGTHWIDTHTHICKNESSREINFORCINGF3.0 3’−0" 3’−0" 1’−6" (4) #5 EWF4.0F5.0SLAB ON GRADE3/8" CRUSHED STONE −9" DEEPEXISTING COMPACTED FILLTYPICAL SLAB ON GRADE DETAILVAPOR BARRIERWWFNEW SLAB ON GRADE − SEE PLAN FOR DEPTH.EXISTING FOOTINGDRY PACK GROUTUNDERPINNING4’ − 0"4’ − 0"4’ − 0"AABBCCSEQUENCE1. EXCAVATE APPROACH AND UNDERPINNING PITS FOR LOCATIONS "A". PLACE SHEETING AND BRACING AND GROUT AS REQUIRED TO PREVENT COLLAPSE OF ADJACENT SOIL. APPROACH PITS SHALL BE THE SAME WIDTH AS UNDERPINNING PITS. 2. PLACE CONCRETE FOR LOCATIONS "A". DRY−PACK GROUT SOLID BETWEEN TOP OF UNDERPINNING AND BOTTOM OF EXISTING FOUNDATION AS SOON AS POSSIBLE AFTER CONCRETE HAS ACHIEVED 750PSI STRENGTH (ABOUT 12 HOURS).3. AFTER DRY−PACK FOR LOCATIONS "A" HAS BEEN IN PLACE FOR AT LEAST 24 HOURS, REPEAT PROCESS FOR LOCATIONS "B".4. AFTER DRY−PACK FOR LOCATIONS "B" HAS BEEN IN PLACE FOR AT LEAST 24 HOURS, REPEAT PROCESS FOR LOCATIONS "C". OTHER WORK IN AREA MAY START AT THIS TIME.MATERIALS1. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH f’c=4000psi2. DRY−PACK GROUT SHALL CONSIST OF 1 PART PORTLAND CEMENT MIXED WITH 2 PARTS DAMP SAND3. ALL SHEETING AND BRACING TO REMAIN IN PLACE MUST BE TREATED WOOD OR SOME OTHER MATERIAL RESISTANT TO DECOMPOSITION.TYPICAL WALL UNDERPINNINGF1554 ANCHOR RODS W/ LEVELING NUTS, GR. 36. EMBED 10" (UON).2 TIES @ 3" TOP#3 TIES @ 12" oc@P−1VERTICAL BARS W/ STD HOOKPIERFACE OF WALL BEYONDWALL FOOTING BEYONDCOLUMN FOOTING −SEE SCHEDULEBASEPLATESTEEL COLUMN1’ − 4"1’ − 4"TIES −SEE SECTION FOR SPACING(4)#8 VERTICAL BARSP1TYPICAL COLUMN PIER & FOOTING DETAILScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA SubmissionAs indicatedS2.1TYPICAL DETAILSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063Structural Foundation ScheduleType Length WidthFoundationThicknessType Comments12" Foundation Slab 1’ − 0"F3.0 3’ − 0" 3’ − 0" 1’ − 0" (4)#5 EWF5.0 5’ − 0" 5’ − 0" 1’ − 4" (6)#6 EWF9’−7"x5’−0" 9’ − 7" 5’ − 0" 1’ − 4" (6)#6 LW, (10)#6 SWRetaining Footing − 2’ x 1’ x 1’ 0’ − 8"No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
1/4" BENT PLATEELEVATOR SHAFT3/4"x6" HEADED STUD @ 18" O/C1/4 2"@1'-0"TYPEDGE OF SLAB @ ELEVATOR SHAFT3/4"=1’−0"NOTES:1. SEE EDGE OF SLAB/OPENING REINFORCING DETAIL FOR ADDITIONAL INFORMATION.2’ − 0"2’−0"MAXPROVIDE CONTINUOUS SUPPORT FOR WWF @ 36" OC. SHOW ON SHOP DRAWINGS WWFSLAB ON DECK −SEE PLANCELL CLOSURE AND POUR STOP BY DECKING INSTALLER#4 WITH STANDARD HOOK @ 12" OC −SEE NOTES 1&2.#4 CONT −SEE NOTE 1.PROVIDE CFMF POUR STOP WHEN LESS THAN OR EQUAL TO 9". IF GREATER THAN 9", PROVIDE BENT PLATE −SEE WALL SECTION FOR INFO.PROVIDE CONTINUOUS SUPPORT FOR WWF @ 36" OC −SHOW ON SHOP DRAWINGS.SLAB ON DECK −SEE PLANEDGE OF SLAB OR OPENINGWWF#4 WITH STANDARD HOOK @ 12" OC −SEE NOTES 1&2#4 CONT −SEE NOTE 1EDGE OF SLAB/OPENING REINFORCING DETAIL3/4"=1’−0"NOTES:1. PROVIDE HOOKED BARS AND CONTINUOUS #4 AT OPENING EDGES GREATER THAN 2’−0".2. PROVIDE HOOKED BARS IN A RADIAL ARRANGEMENT @ CORNERS.3. PROVIDE #4 BAR x 2’−0" LONG DIAGONAL BAR AT ALL RE−ENTRANT CORNERS AT SLAB EDGES AND OPENINGS GREATER THAN 12"X12".4. REBAR TO BE PLACED AS CLOSE TO THE TOP OF SLABS AS POSSIBLE WHILE MAINTAINING MINIMUM REQUIRED COVER.2’ − 0"TOP PLATE OF WALL AT UNDERSIDE OF FLOOR SHEATHINGFLOOR FRAMING −SEE PLAN2X4 NAILER AT EACH FACE OF WALLSOLID BLOCKING BETWEEN STUDS AT CEILING LEVEL AND ALL JOINTS IN WALL SHEATHING.WALL SHEATHING CONTINUES UP TO UNDERSIDE OF FLOOR SHEATHINGTYPICAL INTERIOR SHEAR WALL DETAILSTEEL FRAMING −SEE PLAN (TYP)DECK OPENING −COORDINATE SIZE WITH MEP CONTRACTORL4x4x5/16T/S TO MATCH ROOF T/S (TYP)L4x4x5/16" LONG (TYP OF 4)NOTE: SEE EDGE OF SLAB/OPENING DETAIL FOR REQUIRED ADDITIONAL SLAB REINFORCEMENT1/41/4TYP1/4TYPAS3.1AS3.1SECTIONNTST/S(+5/16")TYPICAL DECK OPENING FRAME DETAILNTSPOST UP. SEE PLANS FOR SIZE AND LOCATION.BASEPLATE − SEE COL SCHEDULE(4) 3/4" DIA. A325 BOLTS.STEEL BEAM −SEE PLAN3/8" FITTED STIFFENERTYPICAL POST UP DETAILSTEEL COL. SEE PLANS FOR SIZE AND LOCATION.CAPPLATE −SEE PLAN(4) 3/4" DIA. A325 BOLTS.STEEL BEAM −SEE PLAN3/8" FITTED STIFFENERTYPICAL CAP PLATE DETAIL @ STEEL GIRDERSTEEL COL. SEE PLANS FOR SIZE AND LOCATION.CAPPLATE −SEE PLANWOOD BEAM −SEE PLANTYPICAL CAP PLATE DETAIL @ WOOD BEAM(4) 1/4" x 2.5"SDS SCREWS @ 5", CENTERED ON PLATE. PRE−DRILL STEEL PLATE. SHIM AS REQUIREDD/5 MAXNO HOLES OR NOTCHES ARE PERMITTED IN SHEAR WALL CHORDSBORED HOLE AND NOTCH LOCATIONS IN WALLS18" MIN.0.35D MAX1 1/2" MIN.’D’’D’IF EXISTING CONSTRUCTION DOES NOT MEET THE REQUIREMENTS OF THIS DETAIL, NOTIFY ENGINEER IMMEDIATELY.JOISTMAX HOLE DIA. D/3 ACTUALDJOIST/RAFTER HOLE LIMITATIONSUSE THIS DETAIL FOR SAWN LUMBER. FOR ENGINEERED WOOD PRODUCTS, CONSULT WITH MANUFACTURER’S LIMITATIONS.IF EXISTING CONSTRUCTION DOES NOT MEET THE REQUIREMENTS OF THIS DETAIL, NOTIFY ENGINEER IMMEDIATELY.DIA.<D/6 IN THIS REA1.2*DLARGER DIA.MIN. 4X(TYP T&B)2 1/2" MIN.EX. 2X FRAMINGDAMAGE/ROT @ EX FRAMINGSISTERED LVL −MATCH DEPTH OF EX. FRAMINGSIMPSON SDS SCREWS −3 1/2" LONG @ 12" O/C T&B’d’5*d (MIN)3/4"=1’−0"TYP WOOD JOIST REPAIR/SISTER DETAILEX WOOD STUD WALL. CONTRACTOR TO PROVIDE SHORING AS REQUIRED.REPLACE ROTTED/DAMAGED SILL PLATE WITH PT MEMBER. MATCH EXISTING DIMENSIONS. FASTEN TO FOUNDATION WALL ACRYLIC ADHESIVE WITH 3/4" DIA THREADED ROD, EMBED 6" @ 48" O/C.EX MASONRY FOUNDATION WALL3/4"=1’−0"TYPICAL SILL REPAIR DETAILMAX 1’−4"2x BLOCKING EACH SIDETYPICAL FRAMING AT FLOOR AND ROOF OPENINGS UP TO 16" WIDETYPICAL FRAMING AT FLOOR AND ROOF OPENINGS UP TO 32" WIDEDOUBLE 2x HEADER EACH EDGEDOUBLE 2x HEADER EACH SIDESHEATHING − COORD WITH ARCHITECTURAL DRAWINGS.2x8@16"o/c, SPAN SHORT DIRECTION2X8 RIM BOARDPT PLATE. FASTEN TO TOW W 1/4"x6" MASONRY SCREW @ 16"o/cCMU SHAFTTYPICAL ELEVATOR SHAFT −TOP OF WALL NTS3/8" END PLATEHOIST BEAM − GROUT SOLID AROUND BEAM AFTER INSTALLATION. SEE NOTE.3/4" NON−SHRINK GROUTCMU SHAFTTYPICAL ELEVATOR HOIST BEAM DETAILNTS1/4"1/4"HOIST BEAM TO BE PROVIDED BY ELEVATOR MANUFACTURER. CONFIRM WITH SELECTED ELEVATOR.SEE ELEVATOR CUT SHEETS FOR HOIST BEAM ORIENTATION AND ELEVATION.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 3/4" = 1'-0"S2.2TYPICAL DETAILSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063No. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
BUILDING A - LEVEL 1 -OLD50' - 1 7/8"BUILDING A - LEVEL 1 -NEW55' - 4 7/8"SEE ARCH DWGS FOR WALL LOCATIONS.SHEATHING −SEE PLANFRAMING −SEE PLANSOLID BLOCKINGTOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PIECE OF BLOCKING WITH (2) #10 x 2" SELF−DRILLING, TAPPING SCREWS.BEARING/SHEAR WALL −SEE PLANFRAMING ELEVATIONS SHOWN APPLY AT BUILDING A ONLY. FOR OTHER BUILDINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS FOR ELEVATIONS.BOTTOM TRACK −600T125−43 (MIN) FASTEN TO CONCRETE WITH 3/16" x1" TITEN SCREW. THIRD PARTY CFMF ENGINEER MAY SUBSTIUTE ANCHOR.LAP BEAMS. FASTEN TOGETHER WITH (6) 3" SDS SCREWS. CENTER OVERLAPPING FACES OVER WEB OF CFMF WALL STUD. EXISTING SOGELEVATIONS (VIF)AT SIM SECTIONS:BUILDING C LEVEL 1 31’−1 7/8" BUILDING G LEVEL 1 26’−5 3/8"W3BUILDING A - LEVEL 1 -OLD50' - 1 7/8"BUILDING A - LEVEL 1 -NEW55' - 4 7/8"W3SHEATHING −SEE PLANFRAMING −SEE PLANSTEEL COL −SEE PLANEXIST. 6" CONC. SLAB ON GRADE.FIELD VERIFY DEPTH.W3JOINT −SEE PLANSEE TYPICAL INTERIOR COLUMN BASEPLATE & FOOTING DETAIL. USE (4) 3/4" POST INSTALLED ADHESIVE ANCHORS. EMBED 4". (TYP)BUILDING A LEVEL 267' - 4 7/8"W3W3EXISTING SHEATHING −SEE PLANEXISTING BEAM −SEE PLANSHIM AS REQUIRED10"x3/4"x10" STEEL PLATE. SEE TYP CAP PLATE DETAIL.STEEL COL −SEE PLANW3BUILDING A LEVEL 3 ATTIC78' - 1 7/8"W3W3EXISTING BOTTOM TRUSS CHORDTHREADED ROD −SEE PLANW3#2 1/2 CLEVIS w/ 3/4" GRIP. PROVIDE PINS THROUGH STEEL PLATE AND (1) TURNBUCKLE @ CENTER OF EA. ROD.1’−4"x1/2" x10" STEEL PLATE(4) 1/4" x 2.5"SDS SCREWS @ 5", CENTERED ON PLATE. PRE−DRILL STEEL PLATE. 1 1/2" (TYP)EXISTING WALLFLOOR SHEATHING −SEE PLANSOLID BLOCKINGFLOOR FRAMING −SEE PLANWALL FRAMING −SEE PLAN1" SEISMIC JOINTTOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PICE OF BLOCKING WITH (2)#10X2" SELF−DRILLING, TAPPING SCREWS.BUILDING B LEVEL 260' - 7 7/8"EXISTING WALLFLOOR SHEATHING −SEE PLANFLOOR FRAMING −SEE PLANLEDGER1/4" MASONRY SCREWS (EMBED 1.5") @ 4" O/CLUS28. FASTEN TO LEDGER W (6) X 0.148"x1 1/2" FASTENERS AND TO JOIST W/ (4) 0.148"X1 1/2" FASTENERS. 1/4" MASONRY SCREWS (EMBED 1.5") @ 16" O/CBUILDING B LEVEL SB31' - 1 7/8"STEEL POST −SEE PLAN (TYP)EXIST. 6" CONC. SOG.FIELD VERIFY DEPTH.SAWCUT AND REMOVE EXIST SOG. REPLACE. SEE TYP DETAIL.SEE TYP INTERIOR COLUMN AND BASEPLATE DETAILNEW 6" SOG −SEE TYPICAL DETAILBUILDING G - Level 1B30' - 6"BUILDING B - LEVEL 150' - 1 7/8"CMU ELEVATOR SHAFT −SEE PLANEXIST. FRAMING2X6 LEDGER. FASTEN WITH 3/8" TITEN HD (EMBED 1 3/4")@ 32" O/C.BUILDING B - LEVEL 150' - 1 7/8"SHIM AS REQUIRED.CMU ELEVATOR SHAFT −SEE PLANEXISTING TIMBEREXISTING DECK −SUPPORT ON CMU WALL BEYONDEXIST. 12"X12" BEAM. SIZE GIVEN FOR ESTIMATING PURPOSES ONLY. VIF.PORTION OF EXIST. FRAMING TO BE REMOVED. SEE ARCH PLANSWRAP END OF BEAM WITH VAPOR BARRIER. PROVIDE (2) 1/4" SDS SCREW EACH SIDE (4 TOTAL). SDS SCREWS TO PROJECT 3" INTO MASONRY. FILL SPACE BETWEEN MASONRY AND BEAM WITH MORTAR.BUILDING B LEVEL B41' - 2 7/8"5"x3/4"x12" CAP PLATE & BASE PLATE (TYP). SEE TYP DETAILS.POST UP −SEE TYP DETAILEXIST. FRAMINGEXIST. FRAMING TO BE DEMOLISHED −COORD W/ ARCH PLANS5"EXIST. 12"x12" BEAM. SIZE GIVEN FOR ESTIMATING PURPOSES. VIF.BUILDING A - LEVEL 1 -NEW55' - 4 7/8"SHEATHING − SEE PLANRIP FRAMING TO CLEAR CONC. PLATFORMSHIM AS REQ’DEX. CONC. PLATFORMSHEATHING − SEE PLANRIP FRAMING TO CLEAR CONC. PLATFORMSHIM AS REQ’DEX. CONC. PLATFORMBUILDING B LEVEL B41' - 2 7/8"L2.CSEE ELEVATOR PIT DETAIL AND PLANMATCH FACE OF EX. FTG4" VIFSEE TYP UNDERPINNING DETAIL.FOR ESTIMATING PURPOSES ONLY, ASSUME 2 VERT FEET OF UNDERPINNING AND PROVIDE A UNIT PRICE FOR UNDERPRINNING FOR OVER/UNDER.EXISTING FOOTING − VIFBUILDING B - LEVEL 150' - 1 7/8"SHEATHING −SEE PLAN2X10 LEDGER. FASTEN WITH 1/4" ANCHOR ROD (EMBED 4 1/2") INSTALLED WITH ACRYLIC ADHESIVE. PROVIDE (1T&B) @ EA SIDE OF (2)2X10S AND (1T&B) @ 32" OC BEYOND.FRAMING − SEE PLANHHUS210−2@(2)2X10. PROVIDE (30)16d @ HEADER & (10)16d @ JOIST. LUS26 @ FRAMING BEYOND. PROVIDE (4)10d NAILS @ LEDGER & (4)10d NAILS @ JOIST.EXISTING WALL − SEE ARCH PLANSCFMF WALL − SEE PLANHU210−TF@(2)2x10HU26−TF@FRAMING BEYOND7S3.3BUILDING B LEVEL 369' - 10 7/8"FLOOR SHEATHING − SEE PLANFLOOR FRAMING − SEE PLAN. FASTEN END MEMBER TO EACH WALL STUD WITH (2) #10 x 2" SELF−DRILLING, TAPPING SCREWS.CURTAIN WALL − SEE PLANROOF FRAMING − SEE PLAN. CENTER BEAM OVER WEB OF CFMF STUD.TOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PIECE OF BLOCKING WITH (2) #10x2" SELF−DRILLING TAPPING SCREWS.BEARING WALL − SEE PLANBLOCKINGROOF SHEATHING − SEE PLAN.CONT. 2X. EXTEND TO SUPPORT PERPENDICULAR FRAMING AT NORTH & SOUTH ENDS.ROOF FRAMING − FASTEN TO WALL STUD WITH (2) #10x2" SELF−DRILLING, TAPPING SCREWS.BLOCKING @ 16" o/c.ROOF SHEATHING − SEE PLANWALL FRAMING −SEE PLANROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. CENTER FRAMING OVER WEB OF CFMF WALL STUD.TOP TRACK −600T125−43. FASTEN (FROM UNDERSIDE) TO EACH JOIST AND PIECE OF BLOCKING WITH (2)#10x2" SELF−DRILLING, TAPPING SCREWS.SOLID BLOCKINGCONT. 2X.WALL − SEE PLAN. PROVIDE DEFLETION TRACK AT TOP OF WALL. TERMINATE TRACK PRIOR TO END POSTS, SUPPORTING HEADER.BUILT−UP HEADER. FOR ESTIMATING PURPOSES ONLY, USE (2)800S162−43 WITH A 800T125, T&B. DESIGN, DETAILING AND BRACING BY CFMF ENGINEER. PROVIDE BUILT−UP POST @ EA END. ROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. FASTEN END MEMBER TO EX. MASONRY WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1 TOP & 1 BOT) @ 8" O/C. EX. MASONRY WALLEX. MASONRY WALLROOF SHEATHING − SEE PLANROOF FRAMING − SEE PLAN. FASTEN END MEMBER TO WALL STUD WITH (2) #10x2" SELF−DRILLING, TAPPING SCREWS.SEISMIC JT − SEE PLANWALL −SEE PLANSScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA SubmissionAs indicatedS3.1SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063 3/4" = 1'-0"S3.11SECTION 3/4" = 1'-0"S3.12SECTION 3/4" = 1'-0"S3.13SECTION 3/4" = 1'-0"S3.14SECTION 3/4" = 1'-0"S3.16SECTION 3/4" = 1'-0"S3.17SECTION 3/4" = 1'-0"S3.111SECTION 3/4" = 1'-0"S3.113SECTION 3/4" = 1'-0"S3.114SECTION 3/4" = 1'-0"S3.115SECTION 3/4" = 1'-0"S3.15SECTION 1/2" = 1'-0"S3.112SECTION 3/4" = 1'-0"S3.116SECTIONNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18 3/4" = 1'-0"S3.110SECTION 3/4" = 1'-0"S3.18SECTION 3/4" = 1'-0"S3.19SECTION 3/4" = 1'-0"S3.117SECTION 3/4" = 1'-0"S3.118SECTION 3/4" = 1'-0"S3.119SECTION
BUILDING C LEVEL 241' - 6 7/8"SHEATHING −SEE PLANFRAMING −SEE PLAN1/4" MASONRY SCREWS (EMBED 1.5") @ 32" O/CLEDGER1/4" MASONRY SCREWS (EMBED 1.5") @ 8" O/CHU28DECKING − SEE PLANPOST UP − SEE PLAN AND TYP DETAILHU26−TFWOOD FRAMING − SEE PLANCAP PLATE − SEE TYP DETAILSTEEL BEAM − SEE PLANLEDGER. FASTEN DIRECTLY TO WOOOD STUDS @ 16"o/c W/ (2) 1/4" x3"SDS SCREWSHU26−TF HANGEREX. FRAMINGBUILDING D LEVEL 253' - 6 7/8"O5O3O4O5O3O4O5STEEL COL − SEE PLAN (TYP)SEE TYP CAP PLATE DETAIL (TYP)STEEL FRAMING − SEE PLAN (TYP)SHEATHING − SEE PLAN (TYP)STEEL POST UP −SEE PLAN AND TYP DETAIL (TYP)STEEL CAP PL − SEE TYP DETAILSTEEL CAP PL − SEE TYP DETAILEX. WOOD GIRDER (TYP)NOTE:1. STEEL BASEPLATES AT POSTS ARE 12"X5"X3/4" UON. BASEPLATES TO BE CENTERED ON POST. BOLTS TO BE POSITIONED 1.5" FROM EACH EDGE.SEE NOTE 1SEE NOTE 1SEE NOTE 1EXIST. STEEL BEAM. FOR ESTIMATING PURPOSES ONLY, ASSUME BEAM SIZE IS 11 1/2"x 7 1/2". VIF.(TYP)LVL. EXTEND 12" BEYOND OPENING AND FASTEN TO EX. BEAM WITH (3) 3 1/2"SDS SCREWS. FASTEN TO EX. WALL W/ HU11. USE (6) 0.148"X1 1/2" INTO JOIST AND (22) 1/4"X2 3/4" TITEN 2 INTO EX. MASONRY WALL.SHEATHING − SEE PLAN (TYP)WOOD FRAMING − SEE PLAN (TYP)STEEL FRAMING − SEE PLAN (TYP)STEEL COL − SEE PLAN (TYP)BUILDING E LEVEL 253' - 6 7/8"W11SEE TYP CAP PLATE DETAIL (TYP)STEEL FRAMING − SEE PLAN (TYP)SHEATHING − SEE PLAN (TYP)STEEL POST UP − SEE PLAN AND TYP DETAIL (TYP)STEEL CAP PL − SEE TYP DETAILSTEEL COL − SEE PLAN (TYP)STEEL CAP PL − SEE TYP DETAILSEE 3/S3.2 FOR INFO NOT SHOWN.EXIST. STEEL BEAM. FOR ESTIMATING PURPOSES ONLY, ASSUME BEAM SIZE IS 11 1/2"x 7 1/2". VIF.(TYP)LVL(TYP)BUILDING F LEVEL 241' - 2 7/8"ELEVATOR CMU SHAFT WALL −SEE PLANCONCRETE SLAB ON DECK −SEE PLANCONT. L4X4X3/81/2" HILTI HIT−HY 70 ANCHOR @ 16" O/C. EMBED 4 1/2" MIN.BUILDING F LEVEL 127' - 10 7/8"STEEL COL −SEE PLAN (TYP)EXIST. 4" CONC. SOG.FIELD VERIFY DEPTH.2" NON−SHRINK GROUTNEW 5" SOG −SEE TYPICAL DETAIL3/4" BASEPLATE. SEE DETAILS BELOW @ TYP EXTERIOR OR CORNER BASEPLATE5 1/4"7"3 1/2"TYP BASEPLATE1’ − 2"11"5 1/4"CORNER BASEPLATE1’ − 1"1’ − 1"5 1/4"(TYP)1 1/2"P−1. SEE DETAIL.1 1/2" (TYP UON)4" (TYP)3 1/2" (TYP)ANCHOR RODSSEE TYPICAL COLUMN PIER & FOOTING DETAIL (SIM) FOR ADDITIONAL INFO.BUILDING F LEVEL 127' - 10 7/8"STEEL COL −SEE PLAN (TYP)EXIST. 4" CONC. SOG.FIELD VERIFY DEPTH.SEE TYP INTERIOR COLUMN AND BASEPLATE DETAILNEW 5" SOG −SEE TYPICAL DETAILBASEPLATE −1’−2"x3/4"x1’−2"STEEL WIND GIRT −SEE PLAN(4) HILTI HIT HY 70 −8" SPACING11"x1/2"x11" STEEL PLATEDRYPACK GAP BETWEEN PLATE AND WALL1 1/2"2"@24"2"@24"BUILDING F LEVEL 241' - 2 7/8"ELEVATOR CMU SHAFT WALL −SEE PLANCONCRETE SLAB ON DECK −SEE PLANSTEEL FRAMING −SEE PLANSTEEL BEARING PLATENON−SHRINK GROUTFRAMING − SEE PLANSHEATHING − SEE PLANHU26−TF INSTALLED OVER GYP BOARD. #10−16xBEARING WALL − SEE PLANGYP BOARD TO CONTINUE TO UNDERSIDE OF SHEATHINGBUILDING B - LEVEL 150' - 1 7/8"WALL −SEE ARCH DWGSSLAB ON GRADE − SEE PLAN#4 @ 4’−0" o/cALT HOOK(2) #4 CONT(2) #4 CONT (1T&B)6"6"1’2"@NORTH WALL12"@SOUTH WALL1/2" PREMOLDED JOINT FILLER (TYP)BUILDING B LEVEL B41' - 2 7/8"EXIST. FRAMINGEXIST. FRAMING TO BE DEMOLISHED −COORD W/ ARCH PLANSCFMF WALL −SEE ARCH DWGS600S162−54 @ 16" o/c (MIN)PROVIDE CONT. SHEATHING1.25"X22GAGE STRAP AT 4’−0" WITH 6 −8D NAILS EACH ENDBUILDING B - LEVEL 150' - 1 7/8"EX. GRANITE WALLCFMF WALL − SEE ARCH DWGSJOIST (MATCH WALL STUD SIZE) @ 16" oc. SCREW TO WALL STUDS WITH (2)#10x3/4" SELF−DRILLING SCREW.SHEATHING − SEE PLAN FOR SIZE/ATTACHMENT18 GA TRACK − MATCH JOIST DEPTH. FASTEN TO GRANITE WITH (2) 3/8" WEDGEALL ANCHORS, EMBED 3", @ 48" O/C.BUILDING B - LEVEL 150' - 1 7/8"EX. GRANITE WALLCFMF WALL − SEE ARCH DWGS18 GA (MIN) TRACK. FASTEN TO GRANITE WITH (2) 3/8" WEDGEALL ANCHORS, EMBED 3", @ 48" O/C.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 3/4" = 1'-0"S3.2SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063 3/4" = 1'-0"S3.21SECTION 3/4" = 1'-0"S3.22SECTION 3/4" = 1'-0"S3.23SECTION 3/4" = 1'-0"S3.24SECTION 3/4" = 1'-0"S3.25SECTION 3/4" = 1'-0"S3.26SECTION 3/4" = 1'-0"S3.28SECTION 3/4" = 1'-0"S3.29SECTION 3/4" = 1'-0"S3.27SECTION 3/4" = 1'-0"S3.210SECTION 3/4" = 1'-0"S3.211SECTION 3/4" = 1'-0"S3.213SECTION 3/4" = 1'-0"S3.214SECTION 3/4" = 1'-0"S3.212SECTION 3/4" = 1'-0"S3.215SECTIONNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18
BUILDING J LEVEL 1 - OLD26' - 5 3/8"VAPOR BARRIERCRUSHED STONECONCRETE SLAB ON GRADE −SEE PLANCONC SLAB ON DECK − SEE PLANCONT BENT PLATE − FASTEN TO DECK WITH POST−INSTALLED ANCHORS AND TO CFMF WITH SCREWSSTEEL FRAMING − SEE PLANCFMF WALL − SEE ARCH DWGSBUILDING G - Level 1B30' - 6"FLOOR SHEATHING − SEE PLANFLOOR JOISTS − SEE PLAN2x6 LEDGER. FASTEN TO EX. WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1 TOP & 1 BOT) @ 8" O/C.BLOCKING2x6 LEDGER. FASTEN TO EX. WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1 TOP & 1 BOT) @ 8" O/C.FLOOR SHEATHING − SEE PLANEXISTING MASONRY OR CONCRETE WALLBUILDING G LEVEL 126' - 5 3/8"BUILDING G - Level 1B30' - 6"2x6 LEDGER. FASTEN TO EACH STUD WITH 0.131"x3" NAIL.BLOCKINGDOUBLE TOP PLATERIM JOISTFLOOR JOISTS − SEE PLANFLOOR JOISTS −SEE PLANWALL −ARCH SEE PLANSFLOOR SHEATHING −SEE PLANFLOOR SHEATHING − SEE PLANBUILDING H & J LEVEL 1 -NEW28' - 4 3/8"BLDG K - 500 YEAR FLOOD27' - 4"BLDG K - 100 YEAR FLOOD26' - 9 1/2"BLDG M - 100 YEAR FLOOD26' - 10 3/4"BLDG M - 500 YEAR FLOOD28' - 1 1/4"G(w) - 100 YEAR FLOOD27' - 9 1/2"G (w) - 500 YEAR FLOOD29' - 7 1/4"BLDG H - 500 YEAR FLOOD27' - 0"G(e) 500 YEAR FLOOD26' - 6"HAUNCH @ EDGE OF SLAB ON GRADESEE BUILDING J FOR ADDITIONAL SOG INFO.8"4 5 .0 0 °SHEATHING − SEE PLANFRAMING − SEE PLANRIM JOISTBEARING WALL − SEE PLANDOUBLE TOP PLATEBUILDING B - LEVEL 150' - 1 7/8"HEADER − SEE PLANSHEATHING − SEE PLAN2X6 LEDGER. FASTEN TO EA CFMF STUD WITH (2) #10x1 3/4" SCREWS 2x6 LEDGER − FASTEN TO MASONRY W/ (2) 1/4"x3" TITENS @ 16" o/c. PLACE (1) ON EA SIDE OF JOIST. LU28 −FASTEN TO JOIST W/ (6)0.148"x1 1/2" NAILS AND TO LEDGER W (8)0.162"x1.5" NAILS.JOIST − SEE PLANSHEATHING − SEE PLANBLDG M - 500 YEAR FLOOD28' - 1 1/4"G (w) - 500 YEAR FLOOD29' - 7 1/4"SHEATHING − SEE PLANSLEEPERS −SEE PLAN. TOENAIL TO LEDGER w/ (3) 0.131"x3" NAILSEXISTING SLABLEDGER, RIPPED AS REQUIRED. FASTEN TO MASONRY W/ (2) 1/4"x3" TITENS @ 16" o/c. PLACE (1) ON EA SIDE OF JOIST. SHEATHING − SEE PLANSLEEPERS − FASTEN TO SLAB WITH (3) 1/4"x3" MASONRY SCREWS (ONE EACH END AND ONE CENTER)EXISTING SLABBUILDING A - LEVEL 1 -NEW55' - 4 7/8"SHEATHING −SEE PLANFRAMING −SEE PLANSOLID BLOCKING. FASTEN TO EX. WALL WITH (2) 1/4"X3" KWIK−CON II+SCREWS (1@ EA END).BEARING WALL −SEE PLANSEE 1/S3.1 FOR ADDITIONAL INFO.BUILDING A LEVEL 3 ATTIC78' - 1 7/8"EXISTING BOTTOM TRUSS CHORDTHREADED RODS (1 @ CORNERS & (2) @ CENTER) −SEE PLAN#2 1/2 CLEVIS w/ 3/4" GRIP. PROVIDE PINS THROUGH STEEL PLATE AND (1) TURNBUCKLE @ CENTER OF EA. ROD. PROVIDE (2) @ CENTER PLATE AND (1) @ CORNER PLATES.1’−1"x1/2" x10" STEEL PLATE(4) 1/4" x 2.5"SDS SCREWS @ 5", CENTERED ON PLATE. PRE−DRILL STEEL PLATE. BUILDING B LEVEL SB31' - 1 7/8"HAUNCH @ EDGE OF SLAB ON GRADE4 5 .0 0 °EX. SLAB ON GRADE8"SEE TYP SLAB−ON−GRADE DETAIL FOR ADDITIONAL INFO.EXISTING WALLSTEEL BRACKET − BY HELICAL PILE SUPPLIERHYDRAULICALLY INSTALLED HELICAL PILE DESIGNED TO SUPPORT A VERTICAL LOAD OF 40 KIPS. ADVANCE HELICAL PILE AS REQUIRED TO ACHIEVE CAPACITY. AT A MINIMUM, PILE TO HAVE A DEPTH OF 10’ BELOW ADJACENT STREAM BED.BACKFILL WITH BOULDERS/RIP−RAP. SEE CIVIL DRAWINGS FOR ADDITIONAL INFO.(3)GALV L4x3 1/2"x5/16" (LLV). LOCATE BOTTOM OF ANGLES 5" ABOVE TOP OF EXISTING ARCH. PROVIDE A MINIMUM END BEARING OF 8" AT EACH END.REBUILD EX. ARCH BELOW LINTELS. SEE ARCH DWGS FOR ADDITIONAL INFO.EX. 12"(VIF) MASONRY WALL.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, 90% CHFA Submission 3/4" = 1'-0"S3.3SECTIONSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAMOctober 12, 201816-063 3/4" = 1'-0"S3.35SECTION 3/4" = 1'-0"S3.36SECTION 3/4" = 1'-0"S3.31SECTION 3/4" = 1'-0"S3.32SECTION 3/4" = 1'-0"S3.33SECTION 3/4" = 1'-0"S3.34SECTION 3/4" = 1'-0"S3.37SECTION 3/4" = 1'-0"S3.38SECTION 3/4" = 1'-0"S3.39SECTION 3/4" = 1'-0"S3.310SECTIONNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18 3/4" = 1'-0"S3.311SECTION 3/4" = 1'-0"S3.312SECTION 3/4" = 1'-0"S3.313Section 3/4" = 1'-0"S3.314SECTION 3/4" = 1'-0"S3.315SECTION
UP
UP
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
L2.L
UNIT C-1
(2 BEDROOM)
UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCE
ROOM
BOILER
ROOM
SPRINKLER
ROOM
BUILDING B
BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
HP
HP2
C-175
C-175
B-150
B-150
B-150
B-150
B-150
D-250
D-250
T HP-2
R7-800
T
HP2
R7-800
EF-1
EWH-2
EWH-2
4" EA UP(TYPICAL)
EF-1
EF-1
EUH-1
EF-1
4" EA TO WEATHERPROOF
WALL CAP (TYPICAL FOR 4)
DOMESTIC HOT WATER BOILER
DHW BOILER 4" FLUE VENT AND CA INTAKETO TERMINATE IN CONCENTRIC VENT KIT
AXG
AXGAXG
AXG
B-1
COMBINATION FLUE EXHAUST/
COMBUSTION AIR INTAKE TO
CONCENTRIC WALL TERMINALKIT. SIZE, ROUTING, LOCATION ANDINSTALLATION AS PER MANUFACTURE'SRECOMMENDATIONS (TYPICAL)
12X6" AIR TRANFERGRILLE ASSEMBLY(AXG). PROVIDE 12"X3"TRANSFER DUCT INWALL WITH HIGHINLET GRILLE ANDLOW OUTLET GRILLE
(TYPICAL FOR ALL)
4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.SB
MECHANICAL
DUCTWORK PLAN
BLDG 'B'-LEVEL SB
BLDG 'C' - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
UNIT B-1(2 BEDROOM)
TYPE A
UNIT B-2
(2 BEDROOM)
UNIT C-3
(2 BEDROOM)TYPE A
UNIT C-4
(2 BEDROOM)
TYPE A
ELEVATOR
BUILDING B
BUILDING CBUILDING A
BUILDING G
BUILDING D
BUILDING F
HP-2
HP-7
HP-7
C-175
C-175
B-150
B-150
T HP-2
B-150
K-500
T
G-150G-150
HP-7
VD
6x4 OA DUCT UPPROVIDE FD AT DECK
4x4 EA DUCT UP
PROVIDE FDAT DECK
E1-20
VD
6x4OA TO HP-4
J-375
B-125 G-100
G-150
T
HP7
4x4 EA DUCT UP
8x6 SADUCT UPPROVIDE FD
AT DECK
G-160
E1-20
E1-20
E1-20
RA-800
8"DIA. DRYER EXHAUST UP TOBOOSTER FAN IN ATTIC.
4"DIA. DRYER VENT TO EXHAUST MANIFOLD(TYPICAL FOR 4)
RA-800
6x4 OA DUCT UP
HP-2
B-150
B-150
D-250
R7-800
T
HP-2
R7-800
EF-1
6" EA UP, 4" EA DN
(TYPICAL FOR 4)
EF-1
EF-1
EWH-3
EF-1
ERV-1
EA
0A
6x6 EA DUCT UP
6X6 OA DUCT DN
8" DIAWEATHERPROOF
WALL CAP
(TYPICAL FOR 2)HP-5
6X6 OA DUCT UP
6X6 EA DUCT UP
10X8 RA DUCT UP
10X8 SA DUCT UP
AXG
AXG
AXG
AXG
AXGAXG
AXG
AXG
AXG
VD
VD
VD
4" EA TO WEATHERPROOFWALL CAP (TYPICAL FOR 4)
12X6" AIR TRANSFER GRILLE ASSEMBLY
(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
FD
4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.B
MECHANICAL
DUCTWORK PLAN
BLDG A-CRAWL
SPACE BLDG B -
LEVEL B BLDG C -
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
BUILDING D
BUILDING B
BUILDING C
BUILDING G
BUILDING A
UNIT A-1
(2 BEDROOM)
UNIT A-2
(1 BEDROOM)
UNIT B-3
(1 BEDROOM)
TYPE 'A'
UNIT B-4
(2 BEDROOM)
UNIT B-5
(1 BEDROOM)
UNIT B-6
(1 BEDROOM)
UNIT B-7
(STUDIO)
UNIT A-3(2 BEDROOM)
HP-6
HP-6
HP-6
HP6
HP-1 HP-1
HP-1
C-175
B-150
R6-600
T
HP-1
T
C-200
B-150
B-150
A-100
HP-1
R6-600
T
HP-1
C-175
R6-600
B-125
B-150
A-125
G-125 F-275
I-250
G-150
12x12 SAPLENUM
G-125
B-275
T
HP-6
10x10 SAPLENUM
T
HP6
T HP-6
G-125
T
HP-6
J-350
HP-6
10x10 SAPLENUM
12x12 SAPLENUM
I-275G-125
H-200
T
HP-6
12x12 SA
PLENUM
E1-20
E1-20
E1-20
E1-20 VD
VD
6X6 EA DUCT UP,6X4 EA DN
OA TO HP6 (TYP OF 2)
OA TO HP4
E1-20
E1-20
E1-20
E1-20
E1-20
VD
VD
VD
VD
VD
VD
A-75
A-75
B-150
R2-290
8X8 RA UP
E1-20
6X6 EA DUCT DN & 6X4 EA DUCT UP,PROVIDE FD AT DECKS ABOVE & BELOW
6x6 OA DUCT DN AND 4X6 DUCT UP
PROVIDE FD AT DECKS ABOVE & BELOW
6x4 EA DN AND 6X4 EA UP,PROVIDE FD AT DECKS ABOVE & BELOW
E1-20E1-20
E1-20
10x10 SA DUCT UP,8x6 SA DUCT DN
RA-175
C-200
6X6 OA DUCT UP,4X4 OA DN
OA CONNECTIONTO HP6(TYP. FOR 2)
RA-600
RA-600
RA-400
RA-400
RA-400
E1-20
E1-20
FD
FD
FD
EWH-1
C-175
B-125
B-125
10X8 SA DUCT DN & 8X8 SA DUCT UP,
PROVIDE FD AT DECKS ABOVE & BELOW
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRAMSFER GRILLE
ASSEMBLY (AXG). PROVIDE 12"X3"TRANFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICALFOR ALL)
8X8 EA DUCT UP,
4X4 EA DN
EI-20
4x4 OA DUCT UP, PROVIDE FDAT DECK ABOVE
12"X6" AIR TRANSFER GRILLE
ASSEMBLY (AXG). PROVIDE 12"X3"TRANSFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICAL FOR ALL)
4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.1
MECHANICAL
DUCTWORK PLAN
BLDGS 'A', 'B', 'C' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
UNIT B-8
(1 BEDROOM)TYPE A
UNIT B-9
(2 BEDROOM)
UNIT B-10
(1 BEDROOM)
UNIT B-11
(1 BEDROOM)
UNIT B-12
(1 BEDROOM)
BUILDING B BUILDING C
BUILDING A
BUILDING G
BUILDING D
A-75
A-75
B-150
HP-6
G-125
G-125
HP-6
12x12 SA
PLENUM
I-275G-125
B-200
T HP-6
E1-20
E1-20
8x6 OA DUCT UP,6X6 OA DUCT DN
HP-6
G-125 I-275
HP-6
10x10 SAPLENUM
E1-20
E1-20 VD
VD
E1-20
E1-20
E1-20
VD
VD
VD
HP-6
HP-6 I-300
G-150
12x12 SAPLENUM
G-12510x10 SA
PLENUM
T
HP-6
E1-20
E1-20
E1-20
VD
VD
VD
R1-290
10x10 RA DUCT UP8x8 RA DUCT DN
T
8x6 EA DUCT UP
8x6 EA DUCT DN
8x6 EA DUCT UP6x6 EA DUCT DN
12x12 SA DUCT UP10x10 SA DUCT DN
OA CONNECTION TO HP4(TYP OF 2)
8x6 OA DUCT UP6x6 OA DUCT DN
RA-600
12x12 SA PLENUM
J-350
RA-600
RA-400
RA-400
B-275
RA-600
B-150
FD FD
FD
FD
FD
T
HP-6
T
HP-6
AXG
AXGAXG
AXG
AXG
AXG
EWH-5
12"X 6" AIR TRNSFER GRILLEASSEMBLY (AXG). PROVIDE12"X3" TRANSFER DUCT INWALL WITH HIGH INLET
GRILLE AND LOW OUTLET
GRILLE (TYPICAL FOR ALL)4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.2
MECHANICAL
DUCTWORK PLAN
BLDGS 'A', 'B', 'C' -
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
BUILDING G
BUILDING D
BUILDING B
(LEVEL 3)BUILDING C
BUILDING A
UNIT A-4
(1 BEDROOM)
H.C.
UNIT A-5
(1 BEDROOM)
UNIT A-6
(2 BEDROOM)
H.C.
UNIT B-13
(1 BEDROOM)
TYPE A
UNIT B-14
(2 BEDROOM)
UNIT B-15
(1 BEDROOM)
UNIT B-16
(1 BEDROOM)
UNIT B-17
(1 BEDROOM)
HP-1
HP-1
HP-1
D-250
D-250 B-150
R6-600
THP-
T
C-200
B-150
B-150
A-100
HP-1
R-600
T
HP-1
C-175 B-125
B-125
C-175
R6-600
A-75
A-75
T
T
T
T
HP-6
HP-4
G-150
I-300
12x12 SAPLENUM
G-12510x10 SAPLENUM
T
HP-6
E1-20
E1-20
E1-20
VD
VD
VD
R2-290
10x10 RA DUCT DN
12x12 RA DUCT UP
A-75
B-150
HP-6
G-125 I-275
T HP-6
10x10 SAPLENUM
E1-20
VD
E1-20
E1-20
E1-20
VD
VD
VD
A-75 HP6 G-125
G-125
HP-6
12x12 SAPLENUM
I-275G-125
H-200
T
E1-20
E1-20
OA TO HP6(TYP OF ALL)
HP-6
E1-20 VD
VD
8x8 EA DUCT UP8x6 EA DUCT DN
8x10 EA DUCT UP
8x8 EA DUCT DN
E1-20
E1-20E1-20
E1-20
E1-20
E1-20
14x12 SA DUCTUP, 12x12 SADUCT DN.PROVIDE FIREDAMPER ATDECK
R2-175
B-200
4x4 OA DUCT UP 4x6 OA DUCT DN
6x4 EA DUCT DN
4x6 EADUCT DN
8x8 OA DUCT UP8x6 OA DUCT DN
OA CONNECTION TO HP6(TYP. OF 2)
RA-600
HP-6
RA-600B-350
RA-400
-275
RA-400
RA-600
B-150
36" LONG ELECTRIC BASEBOARD HEATER
FD
FD
FD
FD
FD
R6-600
T HP-6
8X SA DUCT DN
AXG
AXGAXG
AXG
AXG
AXG
AXG
AXG
AXGAXG
OA TO HP6(TYP OF ALL)
8X8 OA DUCT UP,8X6 OA DN
8X10 EA DUCTUP, 8X6 EA DN
EWH-6
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.3
MECHANICAL
DUCTWORK PLAN
BLDGS 'A', 'B', 'C' -
LEVEL 3
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
W1 W2 W3 W4 W5 W6 W7 W8 W9
L2.L
BUILDING B
BUILDING A
UNIT B-18
(1 BEDROOM)
UNIT B-19
(2 BEDROOM)
UNIT B-20
(1 BEDROOM)
UNIT B-21
(1 BEDROOM)
UNIT B-22
(1 BEDROOM)
ATTIC SPACE
A-75
T
T
HP-6
HP-6
I-300
G-150
12x12 SAPLENUM
G-12510x10 SAPLENUM
T
HP-6
E1-20
E1-20
E1-20
VD
VD
VD
R10-290
14x14 RA DUCT UP,12x12 RA DUCT DN
8X8 OA DUCT DN
8X10 OA DUCT UP
A-75
B-150
HP-6
G-125 B-275
HP-6
10x10 SAPLENUM
E1-20
VD
VD
E1-20
E1-20
E1-20
VD
VD
VD
A-75
HP-6
G-125
G-125
HP-6
12x12 SA
PLENUM
I-275G-125
H-200
T
E1-20
E1-20
OA TO HP4 (TYP OF 5)8x6 OA DUCT DN8X8 OA DUCT UP
HP-6
E1-20 VD
VD
T
10x10 EA DUCT UP8x8 EA DUCT DN
HP-6
14x14 SA UP14x12 SA DN,PROVIDE FIREDAMPER AT DECK
8x8 OA DUCT UP8x10 OA DUCT DN
FD
FD
RA-600
RA-400
RA-600
FD
FD
RA-400
T
HP-6
RA-600
B-150
I-275
RA-400
AXG
AXG AXG
AXG
AXG
AXG
OA TO HP6 (TYP OF 5)8x6 OA DUCT DN8X8 OA DUCT UP
J-350
10x10 EA DUCT UP
8x10 EA DUCT DN
EWH-7
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.4
MECHANICAL
DUCTWORK PLAN
BLDGS 'A', 'B', 'C' -
LEVEL 4
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
W1 W2 W3 W4 W5 W6 W7 W8 W9
L2.L
VD
EA0A
ERV-2
14x14 RA DUCT DN
HP-414x14 SA DN
10x10 EA DUCT DN
8x8 OADUCT DN
8"DIA. DRYER EXHAUST TO
WEATHERPROOF WALL CAP
8" DIA. DRYER EXHAUST DOWNTO BASEMENT
DRYER BOOSTER FAN
8x10 EA DUCT DN
8x8 OA DUCT DN
SA RA
EA0A
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MD1.5
MECHANICAL
DUCTWORK PLAN
BLDGS 'A','B','C'' -
ATTIC
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UP
UP
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
L2.L
UNIT C-1
(2 BEDROOM)
UNIT C-2(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCE
ROOM
BOILERROOMSPRINKLERROOM
BUILDING B BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
1 1/4" SWS&R UP
2 1/2" SWS&R
1 1/4" SWS&R UP
3" SWS&R
1 1/2"SWS&R
1 1/4" SWS&R
1"SWS&R UP
HP2
HP2
1 1/2"ø SWS1 1/2"ø SWR3"ø SWR
3"ø SWS 4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.SB
MECHANICAL
PIPING PLAN
BLDGS 'B', 'C' -
LEVEL SB
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
UNIT B-1
(2 BEDROOM)
TYPE A
UNIT B-2(2 BEDROOM)
UNIT C-3(2 BEDROOM)
TYPE A
UNIT C-4(2 BEDROOM)
TYPE A
ELEVATOR
BUILDING B
BUILDING CBUILDING A
BUILDING G
BUILDING D
HP-2
HP-7
HP-7
2 1/2" SWS&R
1 1/4"SWS&R UP
2 1/2"SWS&R DN
1 1/4"SWS&R UP&DN
1"SWS&R UP&DN
1 1/4"SWS&R UP
1/2" SWS&R
HP-2
HP-5
ERV-1
3/4" SWS & R
3/4" SWS & R
UP
4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.B
MECHANICAL
PIPING PLAN BLDG
'B', 'C' - LEVEL B
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
BUILDING D
BUILDING B
BUILDING C
BUILDING G
BUILDING A
UNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)
UNIT B-3
(1 BEDROOM)
TYPE 'A'
UNIT B-4(2 BEDROOM)
UNIT B-5
(1 BEDROOM)
UNIT B-6
(1 BEDROOM)
UNIT B-7
(STUDIO)
UNIT A-2(2 BEDROOM)
HP-6
HP-6
HP-6
HP-6
1" SWS&R UP1 1/4" SWS&R DN
HP-1
HP-1
HP-1 HP-6
1" SWS&R 1 1/4" SWS&R 1 1/2" SWS&R
2" SWS&R
2" SWS&R
1" SWS&R UP1 1/4" SWS&R DN
1" SWS&R UP1 1/4" SWS&R DN
1" SWS&R UP1 1/4" SWS&R DN
1" SWS&R UP,
2" SWS&R DN
3/4" SWS & R DOWNTO CRAWL SPACE
4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.1
MECHANICAL
PIPING PLAN BLDG
'B', 'C' - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
UNIT B-8
(1 BEDROOM)
TYPE A
UNIT B-9(2 BEDROOM)
UNIT B-10
(1 BEDROOM)
UNIT B-11
(1 BEDROOM)
UNIT B-12
(1 BEDROOM)
BUILDING B
BUILDING C
BUILDING A
BUILDING G
BUILDING D
HP-6
HP-6
HP-6
2"SWS&R
HP-6
1" SWS&R UP& DN
(TYPICAL OF 4)
1" SWS&R UP& DN(TYPICAL OF 4)
1/2"ø SWR
1/2"ø SWS
1/2"ø SWR
4
F-MP1.1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.2
MECHANICAL
PIPING PLAN
BLDGS 'B', 'C' -
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
BUILDING G
BUILDING D
BUILDING B
BUILDING C
BUILDING A
UNIT A-4
(1 BEDROOM)
H.C.UNIT A-5
(1 BEDROOM)
UNIT A-6
(2 BEDROOM)
H.C.
UNIT B-13
(1 BEDROOM)
TYPE A
UNIT B-14
(2 BEDROOM)
UNIT B-15
(1 BEDROOM)
UNIT B-16
(1 BEDROOM)
UNIT B-17
(1 BEDROOM)
HP-6
HP-6
HP-6
HP-4
3/4" SWS&R UP,1" SWS&R DN(TYP OF 5)
3/4"SWS&R(TYP OF 3)
HP-1
HP-1
HP-1
1/2"ø SWR1/2"ø SWR
1/2"ø SWR1/2"ø SWS
1/2"ø SWR
1/2"ø SWS
HP-6
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.3
MECHANICAL
PIPING PLAN
BLDGS 'B', 'C' -
LEVEL 3
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
W1 W2 W3 W4 W5 W6 W7 W8 W9
L2.L
BUILDING B
BUILDING A
UNIT B-18
(1 BEDROOM)
UNIT B-19(2 BEDROOM)
UNIT B-20
(1 BEDROOM)
UNIT B-21
(1 BEDROOM)
UNIT B-22
(1 BEDROOM)
ATTIC SPACE
HP-6
HP-6
HP-6
HP-6
HP-6
3/4"SWS&R
DN
3/4"SWS&R DN
1/2"SWS&R DN
3/4"SWS&R DN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-MP1.4
MECHANICAL
PIPING PLAN
BLDGS 'B', 'C' -
LEVEL 4
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UP
DNDN
DN
DNDN
DN
1
A
B
2
OA
O1 O2 O3 O4 O5
BUILDING D
LEVEL 1
UNIT D-1(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE
WAITING
AREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESSROOM
BUILDING E
LEVEL 1
H-P2 HP1
C-175
D-250 D-250
T
HP-1
R7-800
R3-175
B-150
A-100
C-200
R7-750
C-175
R5-425
C-175
T
B-125
B-125
B-125
B-125
B-125 B-125 A-50
R6-625
B-150 A-100
B-150
A-100A-100
A-100A-50
A-50
RI-50
EF-1
EF-1
HP-2
HP-1
EF-1
T
HP-2EF-1
EF-1
A-50
HP-2T HP-2
R2-125
HP-2
EWH-8
EWH-10EWH-9
4" EA TO WEATHERPROOFWALL CAP 4" EA TO WEATHERPROOFWALL CAP (TYPICAL FOR 2)
EWH-12
EF-1
4" EA TO WEATHERPROOFWALL CAP
AXG
12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLE
AND LOW OUTLET GRILLE (TYPICAL
FOR ALL)
AXG
12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLE
AND LOW OUTLET GRILLE (TYPICAL
FOR ALL)
AXG
AXG
1
A
B
2
OAL2.A
L2.B
L2.C
L2.D
O1 O2 O3 O4 O5
BUILDING D
LEVEL 2
BUILDING E
LEVEL 2
UNIT D-3
(2 BEDROOM)
UNIT D-4(1 BEDROOM)
UNIT E-2
(1 BEDROOM)
UNIT E-3
(2 BEDROOM)
HP1
HP2
B-150
B-150
B-150
B-150
T R6-600
C-200
C-200
B-150
B-150 A-100
T
R7-800
HP1
R3-175
C-175
D-250 D-250
T
HP-2
R7-800
R5-425
C-175
HP-2
EF-1
C-200
B-125
T HP-1
C-150
A-100
EF-1
EF-1
EF-1
EF-1
HP-1
HP-2
4" EA TO WEATHERPROOFWALL CAP
4" EA TO WEATHERPROOFWALL CAP
EF-1
EF-1
EF-1
4" EA TO WEATHERPROOFWALL CAP
12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL)
AXG
AXG AXG
AXG
AXG
4" EA TO WEATHERPROOFWALL CAP
12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFER
DUCT IN WALL WITH INLET GRILLE
AND LOW OUTLET GRILLE (TYPICALFOR ALL)
EWH-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-MD1.1
MECHANICAL
DUCTWORK PLAN
BLDGS 'D', 'E' -
LEVELS 1 & 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
HP2
HP2
No.Description Date
UP
DNDN
DN
DNDN
DN
1
A
B
2
OAL2.A
L2.B
L2.C
L2.D
O1 O2 O3 O4 O5
BUILDING D
UNIT D-1
(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE WAITINGAREA
HC LAV.
JAN.
MECH'L
CONF
ROOM
FITNESS
ROOM
BUILDING E
HP2
HP1
HP1
1"SWS&R UP
1
A
B
2
OAL2.A
L2.B
L2.C
L2.D
O1 O2 O3 O4 O5
BUILDING D BUILDING E
UNIT D-3
(2 BEDROOM)
UNIT D-4(1 BEDROOM)
UNIT E-2
(2 BEDROOM)
UNIT E-3
(2 BEDROOM)
HP2
HP1
HP1
HP1
1"SWS&R DN
1 1/4"SWS&R
1 1/2"SWS&R
2"SWS&R HP1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-MP1.1
MECHANICAL
PIPING PLAN
BLDGS 'D', 'E' -
LEVELS 1 & 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
COMMUNITY ROOM
(OPEN ABOVE)
KITCHENETTE
JANTOILET
FITNESS ROOM(OPEN ABOVE)
TOILET
R9-2000
24X14 RA DN TO FLOOR, MOUNTBOTTOM OF GRILLE MAX. 12" AFF.ENCLOSURE BY ARCHITECT
HP-8
T
EF-1EF-1
UC3/4"UC3/4"LEVEL ONE
6" EA TO
WEATHERPROOFWALL CAP
BOILER ROOM
FITNESS ROOMBELOW
COMMUNITY
BELOW
TOILETSBELOW
S-1
COOLING TOWER
SUMP
HP8 C-200C-200
C-200C-200
C-200C-200
A-100
B-150
A-100
B-150
B-150
B-150
24X14 RA DN8" COMBUSTION AIR INTAKE AND6" AL29-4C(SS) OR PPE FLUEEXHAUST UP THROUGH ROOF(TYPICAL FOR 2)
LEVEL TWO
CT1
ROOF Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
F-MD1.1
MECHANICAL
DUCTWORK
PLANS BLDG 'F' -
LEVELS 1 & 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
COMMUNITY ROOM(OPEN ABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM(OPEN ABOVE)
TOILET
3" SWS&R RUNBELOW GRADE
5" SWS&R UP
3" SWS&R LEVEL ONE1/8"=1'-0"
BOILER ROOM
FITNESS ROOM
BELOW
COMMUNITYBELOW
TOILETS
BELOW
S-1
P5 P6
ET-1
P1 P2
6"UP TO CTI
P4HX1
B1B1
AS1
5"SWS&R DN
6"UP TO CTI
6" INTO S1
COOLING TOWER SUMP
LEVEL TWO1/4"=1'-0"
5"ø SWR
6"DN TO SUMP
CT1
ROOF1/8"=1'-0"
Production 2 T.O.ROOF
140' - 3 17/32"
BLDG C - LEVEL 2138' - 0 3/16"
BLDG G ROOFTRUSS140' - 11 1/8"
BUILDING F LOWROOF147' - 3 3/16"
BUILDING F - HI
ROOF159' - 1 3/16"
BUILDING F LEVEL2
137' - 8 3/16"
LEVEL TWOSECTION1/4"=1'-0"
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
As indicated
F-MP1.1
MECHANICAL
PIPING PLAN BLDG
'F' - LEVELS 1 & 2
AND SECTION
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING H
BUILDING G
R6-600 R6-600
R7-800
3/4"
UC
HP-1 HP-2
HP-2
UNIT G-5
(2 BEDROOM)
UNIT G-6(1 BEDROOM)
UNIT G-7
(1 BEDROOM)
UNIT G-8
(1 BEDROOM)
UNIT G-9
(1 BEDROOM)
UNIT G-4
(1 BEDROOM)UNIT G-3
(1 BEDROOM)
UNIT G-2
(1 BEDROOM)
UNIT G-1(2 BEDROOM)
A-125 CFM
A-150 CFM
HP1
HP1
HP-5
HP-5
HP1
HP1
A-100 CFM
A-100 CFM
A-100 CFM
A-100 CFM
EF-1
EF-1
A-100 CFM A-225 CFM
EF-1 EF-1
EF-1
4" EA UP TO WEATHERPROOF ROOF CAP(TYPICAL FOR ALL BATH & KITCHEN FANSU.O.N. (TYPICAL)
EF-1
EF-1
A-150 CFM
EF-1
EF-1
EF-1 EF-1
A-100 CFM
EF-1
EF-1
EF-1
EF-1
R6-600
EF-1
EF-1
A-100 CFM
A-100 CFM
AXG
AXG
AXG
AXG AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL)
12"x6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL)
D-225CFM
D-225CFM
D-100CFM
D-100CFM
D-225CFM
D-225
CFM
B-225CFM
D-225CFM
B-225 CFM
D-225
CFM
B-225 CFMR6-225 CFM
T
HP-1
T
HP-1
D-225
R6-225
D-225 CFMD-225 CFM
T HP-1
D-225CFM
T
HP-1
D-225CFM
D-225CFM
THP-1
R6-600CFM
D-225CFM
R6-600 CFM
B-175 CFM
B-175 CFM
THP-2
R7-800 CFM
B-150
CFM
B-175
CFM
AXG
T
HP-2
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
G-MD1.1
MECHANICAL
DUCTWORK PLAN
BLDG 'G' - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UNIT G-5
(2 BEDROOM)
UNIT G-6
(1 BEDROOM)
UNIT G-7
(1 BEDROOM)
UNIT G-8
(1 BEDROOM)
UNIT G-9
(2 BEDROOM )
BUILDING H
BUILDING G
HP1 HP1
HP1
HP1
HP2
HP1 HP1
HP1
HP2
UNIT G-1(2 BEDROOM )
UNIT G-2
(2 BEDROOM )
UNIT G-3
(1 BEDROOM )
3" SWS&R1/2"ø SWR
1/2"ø SWS1/2"ø SWR1/2"ø SWS1"ø SWR1"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWS1/2"ø SWR1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS3"ø SWS
3"ø SWR3"ø SWR
3"ø SWS 3"ø SWS3"ø SWR1"ø SWS
1"ø SWR
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
G-MP1.1
MECHANICAL
PIPING PLAN
BLDGS 'G' - level 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UNIT H-2(2 BEDROOM)
METERROOM
UNIT H-1
(1 BEDROOM)
METERROOM
LAUNDRY
ROOM
BOILERROOM JANITOR
LOBBY
BUILDING H BUILDING J
BUILDING KHP1
HP2
R7-800
T
B-175
CFM
A-100
C-200 C-200
B-125
R6-600
B-150
D-225
D-225
T
HP-1
HP-2
A-100 CFM
UNIT K-2
(2 BEDROOM)
UNIT K-4
(1 BEDROOM)
UNIT K-1
(1 BEDROOM)
UNIT K-3
(1 BEDROOM)
HP1
HP1
HP1
C-175
-200
D-225
R6-600
T HP-1
-225
B-150
D-225R6-600 T
HP-1
C-175
R6-600
C-200
D-225
THP-1
C-150
D-250
D-250
B-150
R7-800
HP2
EF-1
EF-1
4" DRYER EXHAUST UPTO WEATHERPROOF ROOFCAP (TYPICAL FOR 3)
T
HP-3
T
HP-2
EF-1
EF-1
EF-1EF-1
EF-1
EF-1
EF-1
EF-1
EF-1
EF-1
T
HP-3
R9-1750
CFM
R8-1050CFM
B-150 CFM
B-150 CFM
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND
LOW OUTLET GRILLE (TYPICAL FOR ALL)
EWH-13
HP3
HP3
4" EA UP TOWEATHERPOOFCAP (TYPICALFOR ALL KITCHENAND BATHROOMFANS)
DHW BOILER 4" FLUE
VENT AND CA INTAKETO TERMINATE INCONCENTRIC VENT KIT
B-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
HK-MD1.1
MECHANICAL
DUCTWORK PLAN
BLDGS, "H" & 'K' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UNIT H-1
(1 BEDROOM)
UNIT H-2
(2 BEDROOM)
METER
ROOMLAUNDRY
ROOM
BOILER AND
SPRINKLERROOM
JANITOR
BUILDING H
BUILDING J
BUILDING K
HP2
HP1
HP2
3" SWS&R
2" SWS&R
2" SWS&R
2 1/2" SWS&R
BUILDING J
BUILDINGS L & M
3/4"ø SWR
3/4"ø SWS
HP-3
HP -33/4" SWS&R
3/4" SWS&R
3/4" SWS&R
HP1
HP1
HP1
3/4" SWS&R
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
HK-MP1.1
MECHANICAL
PIPING PLAN
BLDGS "H" & 'K' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING J
UNIT J-8
(2 BEDROOM)
UNIT J-7(1 BEDROOM)
UNIT J-6
(1 BEDROOM)
UNIT J-3
(2 BEDROOM)
UNIT J-2
(2 BEDROOM)
UNIT J-1
(2 BEDROOM)
UNIT J-5
(2 BEDROOM)
UNIT J-4
(1 BEDROOM)
HP3
HP1HP-2 HP3
R7-800
C-175 D-250 D-250
HP-2
B-125 C-175 D-225
CFM
D-225
CFM
R6-600 HP-1
R7-800
R7-800
HP-2
HP-2 HP-1
HP-2
C-175
C-175
C-175
B-125
T
T
C-175
D-250D-250
T
HP-2
B-125
B-125
D-250
T
HP-2
C-175C-175
D-250
R7-800
T
HP-2
R6-600
B-125 B-150
D-225 D-225
T
HP-1
C-175 C-175
R8-1000 T HP-3
C-175 C-175
C-175
C-175
C-175
B-125
R8-1000
T
HP-3
EF-1 EF-1
D-250
D-250
EF-1
EF-1 EF-1
EF-1 EF-1
EF-1
EF-1EF-1
EF-1
EF-1
EF-1
EF-1
EF-1
EF-1
D-250
EF-1
C-100
A-100
A-100
BUILDING H
4" EA UP TO WEATHE
R
P
R
O
O
F
ROOF CAP ( TYPICAL
F
O
R
A
L
L
BATH & KITCHEN U.O.
N
.
)
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
AXG
AXG
AXG
AXG AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY
(AXG). PROVIDE 12"X3" TRANSFER DUCT
IN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)
AXG12x3
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-MD1.1
MECHANICAL
DUCTWORK PLAN
BLDG 'J' - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UNIT H-2
(2 BEDROOM)
METERROOM
BUILDING J
BUILDING J
UNIT J-8(2 BEDROOM)
UNIT J-7
(1 BEDROOM)
UNIT J-6
(1 BEDROOM)
UNIT J-3(2 BEDROOM)
UNIT J-2
(2 BEDROOM)
UNIT J-1
(2 BEDROOM)
UNIT J-5
(2 BEDROOM)
UNIT J-4
(2 BEDROOM)
HP-3
HP-1
HP-2
HP-3
1 1/2" SWS&R
1 1/4" SWS&R
1" SWS&R
3/4" SWS&R
EF-1
HP-2
HP-1
HP-2
HP-2
2"ø SWR2"ø SWS
2"ø SWS
2"ø SWR
HP1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-MP1.1
MECHANICAL
PIPING PLAN -
BLDG 'J' - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
MAINTAINANCE
OFFICE/ STORAGE
BUILDING L
FC-1B-150
C-250B-150
A-50
FC-1
EF-1
T
R5-350
4" EA UP TO WEATHERPROOFWALL CAP
CU-1
RS & RL UPTO FC-1
R4-250
3
HP-1
HP-2
HP-2
HP2 HP-2
E-275E-275B-125
B-125
R7-800
THP-2
HP-1
C-200
A-100
A-100 R6-600
T
HP-1
A-100
A-100
R6-600
HP-1
HP-1
HP-1
C-200C-200
A-100
A-100
R6-600
THP-1
C-200 C-200 A-100
R6-600
HP-1
HP-1 A-100
T
HP-2
B-150
D-250 D-250
B-150
HP-2T
B-125
D-225D-250
R6-600
B-125 D-250
D-250
C-175
D-250
D-250
C-175
THP-1 T
HP-2
T
HP2
R7-800
R7-800
B-125 B-125
D-250
E-275 B-150
R7-800
T HP-2
HP-1
B-125B-150
B-175
B-150
R6-600
HP -1 T
T
C-200
C-200 C-200
5" DIA OA UP TO
WEATHERPROOF
INTAKE CAP ON ROOF
R7-800
UNIT M-1(1 BEDROOM)
UNIT M-2(2 BEDROOMS)
UNIT M-3(2 BEDROOMS)
UNIT M-4(2 BEDROOMS)
UNIT M-5
(2 BEDROOMS)
UNIT M-11
(2 BEDROOMS)
UNIT M-10
(2 BEDROOMS)UNIT M-9
(2 BEDROOMS)
UNIT M-8(2 BEDROOMS)
UNIT M-7(2 BEDROOMS)UNIT M-6(2 BEDROOMS)
EF-1EF-1
EF-1EF-1
EF-1
EF-1EF-1
EF-1
EF-1
EF-1EF-1
EF-1
EF-1
EF-1
EF-1 EF-1
EF-1
EF-1
EF-1 EF-1
EF-1EF-1
EF-1
B-150
A-100
A-100
A-100
A-100 A-100
A-100
A-100
HP-3
T
4" OA UP TOWEATHERPROOFINTAKE CAP ON ROOF
4" OA UP TOWEATHERPROOFINTAKE CAP ONROOF
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND
LOW OUTLET GRILLE (TYPICAL FOR ALL)
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG
AXG AXG
AXG
AXG
AXG
AXG
12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND
LOW OUTLET GRILLE (TYPICAL FOR ALL)
4" EA UP TO WEQATHERPROOF
ROOF CAP (TYPICAL FOR ALL
KITCHEN AND BATH FANS U.O.N.)
5" DIA OA UP TOWEATHERPROOFINTAKE CAP ONROOF
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-MD1.1
MECHANICAL
DUCTWORK
PLANS BLDGS
'L' & 'M'
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
MAINTENANCE
OFFICE/
STORAGE
CU-1
BUILDING L
EWH-2
EWH-3
FC-1
3
HP1
HP1
HP1 HP1 HP1
HP1
HP1
HP1 HP1
HP1
HP1
2"SWS&R
1"SWS&R
1 1/4"SWS&R
1 1/2"SWS&R
1 1/4"SWS&R
1"SWS&R
3/4"SWS&R
BUILDING M
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-MP1.1
MECHANICAL
PIPING PLAN
BUILDINGS 'L' AND
'M' LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
HP-2
No.Description Date
MAX
BURNER DATA
SCHEDULE OF CHEMICAL FEED SYSTEMS
MANUFACTURER MODEL NUMBER REMARKSNUMBER
CF-1 BOILER ROOM
LOCATION
SOURCE WATERSYSTEM
SERVING
VERTICAL
TANK DATA
55 GALLONS 120
ELECTRICAL DATA
TYPE CAPACITY V
POLYETHYLENE
MATERIAL
1
PH
60
HZ
1/3
HP
PROVIDE LOW LEVEL PUMP CUT-OFF, LOW LEVEL ALARM,REMOTE MONITORING CONTACT
WATER TREATMENT/GLYCOL FEED
APPLICATION
JOHN WOOD JWGP-53-055
COOLING HEAT REJECTION WILL BE MET BY THE ABOVE SELECTIONS.
NOTE: COOLING TOWER SELECTIONS BASED ON WATERSIDE ECONOMIZER OPERATION. MECHANICAL
VOLT PHWBDB
TEMP FAN (HIGH SPEED)
HPIN.CFM
TOTAL
(FT. HD)
PD
MAX ESPTEMP
OUTIN
GPM
CONDENSER WATER DATA AIR DATA
SCHEDULE OF COOLING TOWERS
CAP.LOCATIONMANUFACTURER/SYMBOL FAN (LOW SPEED)
HP VOLT PHTONSMODEL NUMBER REMARKS
CT-1 BAC XES15E-1212-07EN/W BLDG F ROOF 167 420 95 85 -40,230 N/A 91 73 3 208 3 3 208 3
PROVIDE COMBINATION COMBUSTION AIR INTAKEAND FLUE EXHAUST TO CONCENTRICWALL TERMINAL KIT
TYPE MODEL NUMBER
SCHEDULE OF HEAT EXCHANGERS
SYMBOL MANUFACTURER/SERVEDLOCATIONEQUIPMENT FLUID
CHILLED FLUID SIDEHEATED FLUID SIDE
GPMCAPACITY
MBH FLUID TEMP
OUTIN OUT
GPM
IN
TEMP REMARKSPD
FT
HX-1 MECHANICALROOM PLATE &FRAME CT-1 ALFA LAVAL AQ6-FG 2,100 WATER 420 83 93 WATER 420 96 86 4.82 VIBRATION ISOLATION MOUNTING
PROVIDE WITH STARTER, DISCONNECT SWITCH,
VIBRATION ISOLATION MOUNTING
SCHEDULE OF PUMPS
HOT WATER BOILERS-BURNERS SCHEDULE
SCHEDULE OF EXPANSION TANKS
PUMP TYPES: DS=DOUBLE SUCTION, HS=HORIZONTALMSPLIT, ES=BASE MOUNTED CENTRIFUGAL BASE SUCTION, IL=IN LINE
MANUFACTURER/MODEL NUMBER RPM
NUMBER LOCATION PUMPTYPE
P1 MECHANICALROOM B&G E-1510 2.5AC
FLUID
WATER
GPM
350
HEAD(FT)
15 3550
HP VOLT
208
PH
3
REMARKS
SOURCE WATER PUMP, LEAD LAG
MOTOR DATA
P2 MECHANICAL
ROOM WATER 350B&G E1510 2.5AC
ES
ES 3208153550
P3 MECHANICALROOM WATER 160B&G e-80 3X3X7C IL 320811150
P4 MECHANICALROOM WATER 160B&G e-80 3X3X7C IL 320811150
P5 MECHANICALROOM WATER 420B&G e-80 5X5X7B IL 32087.5 1770
P6 MECHANICAL
ROOM WATER 420B&G e-80 5X5X7B IL 32087.5 1770
SOURCE WATER PUMP, LEAD LAG
BOILER PUMP
BOILER PUMP
COOLING TOWER PUMP, LEAD LAG
COOLING TOWER PUMP, LEAD LAG
125
125
B-1
NUMBER
MECHANICAL
LOCATION
DR1000
MODEL NUMBER REMARKS
BOILER DATA
TYPE
CONDENSING
TYPE
MODULATING
INPUT(MBH)
1,000GAS
FUEL
ROOM
∅VOLT
(5 TO 1)CAMUS
MANUFACTURER
940
GROSS
OUTPUT
(MBH)
N/A
BOILERH.P.
H.P.
MOTOR
CONTROL
∅VOLT
15
15
40
40
120 3 24 1
NOTES:1.PROVIDE FACTORY MOUNTED CIRCUIT TRANSFORMER FOR
STEPPING DOWN LINE VOLTAGE TO CONTROL VOTAGE
SYMBOL LOCATION SYSTEM MODEL NO.GPMVOL
GAL REMARKSMANUFACTURER/TANK SYSTEMCONNECTION
AIR SEPARATOR AS1
MANUFACTURER/
MODEL NO.
AIRVENT
ET-1 MECHANICAL
ROOM AMTROL AX-60V 350SOURCE WATER 33.6
ACCEPTANCE VOL GAL
11.5 1/2"5-ADS
REMARKSSYMBOLSAMANUFACTURER /
MODEL NUMBER
WATER-TO-AIR HEAT PUMP SCHEDULE
AREA SERVEDLOCATION
HP1 APARTMENTS APARTMENTS TRANE GEHE0181 600 -
(CFM)
OA
*1
(CFM)EFT
HEATING
CAPEATLAT
65 99 21910 68
(°F)BTUH(FWB)(FWB)HOA(Mbtuh)LFT(°F)COP
77 18120 4.8
EFT
COOLING
CAPEATLAT
76.6/64 56/55 17730 86
(°F)BTUH(DB/WB)(DB/WB)HOR(Mbtuh)LFT(°F)EER
96 22510 13.3
FLUID
4.2
(GPM)
FLUID
9.2
(FT H2O)
FLOW RATE PD ELECTRICAL
MCA
12.9
MAX CB(AMPS)
20
PH
1
V
208
HP2 APARTMENTS APARTMENTS TRANE GEHE024 800 *1 -65 99 29700 22,900 4.8 76.6/64 56/55 24000 86 96 29600 13.3 5.6 9.2 18 30 1 208
APARTMENTS APARTMENTS TRANE GEH030 1000 -35700 28400 4.8 28200 35600 7.0 19.2 30HP3
HP4
HP5
BLDG B ATTIC CORRIDOR TRANE GEH035 1200 -47600 37300 4.8 37700 456560 8.4 21.23 35
BLDG A ATTIC CORRIDOR TRANE GEH015 400 -18500 14800 4.8 14100 17900 3.5 10.58 15
REMARKSPH
FAN TYPES: CRCE=CENTRIFUGAL ROOF CURB MOUNTED EXHAUSTER
PRCE=PROPELLER ROOF CURB MOUNTED EXHAUSTER
PRCS=PROPELLER ROOF CURB MOUNTED SUPPLY FAN
CFC=CENTRIFUGAL FORWARD CURVED
CE=CEILING MOUNTED EXHAUSTER
NUMBER SERVICEMANUFACTURER /
MODEL NUMBER FAN TYPE
SCHEDULE OF FANS
CRCU=CENTRIFUGAL ROOF CURB UPBLAST
CAF=CENTRIFUGAL AIR FOIL CBI=CENTRIFUGAL BACKWARD INCLINED
CFMDAMPER
TYPE
VA=VANE AXIAL
DRIVEFAN
RPM(IN W.G.)EXT. S.P.MOTOR DATA
VOLTHP/W RPMCONTROLAREA SERVEDLOCATION
EF-1 CEILING KITCHENS AND BATHROOMS GREENHECK/SP-B110 EXHAUST CE WALL SWITCH 100 0.375 -DIRECT 80W 950 120 1 -
68 77
68 77
68 77
68 77
68 77
68 77
86 96
86 96
86 96
86 96
86 96
86 96
13.3
13.3
13.3
13.3
13.3
13.3
9.2
9.2
5.2
9.2
9.4
9.2
1 208
1 208
1 208
1 208
1 208
1 208
TRANE GET0181
TRANE GEH024
TRANE GEH035
HP6 BLDG B APARTMENTS BLDG B APARTMENTS
HP7 BLDG B APARTMENTS BLDG B APARTMENTS
HP8 BLDG F MEZZANINE CORRIDOR
HP9 BLDG H MECHANICAL CORRIDOR
600 21910
800 26600
2000 400 73600
1000 200 35700
65 99
65 99
65 99
65 99
65 99
65 99
65 99
68 77
68 77
4.8
4.8
4.8
4.8
76.6/64 56/55
76.6/64 56/55
76.6/64 56/55
76.6/64 56/55
76.6/64 56/55
76.6/64 56/55
76.6/64 56/55
18120
22900
59900
28400
17730
23300
59600
28200
22510
29400
75700
35600
4.2
5.6
13.9
7.0
12.9 20
18 30
24.9 40
19.2 30 1 208TRANE GEH030
*1
*1
*1
*1
*1
86 96 13.3 9.2
GRAVITYBACKDRAFT
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M2.1
MECHANICAL
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
No.Description Date
------------------------
ELECTRICAL DATA
MCALIQUID
TYPENUMBERLOCATION
VOLT
LINE SIZES
SUCTION PH
REMARKSEQUIPMENT SERVED MANUFACTURER/MODEL NUMBER
NOMINAL
CAPACITYMBH
NO. OFFANS
-CU-1 -----------
MODEL NUMBER
SCHEDULE OF ENERGY RECOVERY VENTILATORS
SYMBOL MANUFACTURER/LOCATION CFM
EXHAUST AIROUTSIDE AIR
CFM S.P. (IN. WG.)
TOTALEXT.
REMARKS
EPV-1 A ATTIC A BUILDING RENEWAIRE/480 IN 250 0.75 N/A 240 .75 N/A
ELECTRICAL
VOLTHP PH
11200.6
WINTER
452
S.P. (IN. WG.)
TOTALEXT.
SUMMER SUMMER
EAT DB/WB LAT DB/WB
91/73 80/63
AREASERVED WEIGHT
(LBS)
150
EAT DB
WINTER
LAT
EPV-2 B ATTIC B BUILDING RENEWAIRE/HE 1.5X INH 800 0.75 N/A 750 .75 N/A 11201.0 452 91/73 80/63 400
MCA
9
18
MOCP
15
20
CONDENSING UNIT SCHEDULE
SCHEDULE OF FAN COIL UNITS
REMARKSTHROWINLET SIZENUMBERTYPE
DIFFUSERS, REGISTERS & GRILLES SCHEDULE
FACE SIZEMANUFACTURER / MODEL NUMBER
NOTES:1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF AIR INLETS AND OUTLETS
SO AS TO ACHIEVE COMPATIBILITY WITH SELECTED CEILING, WALL OR DUCT SYSTEM
2. AIR INLETS AND OUTLETS SHALL BE SELECTED BASED ON THE FOLLOWING CRITERIA - MAXIMUM INLET OR OUTLET VELOCITY 500 FPM - MAXIMUM NC RATING NOT TO EXCEED 35 - THROW PATTERN AS PER SCHEDULES AND PLANS - THROWS SHALL NOT INTERSECT OR REACH WALLS AND PARTITIONS3. FINISH SELECTION BY ARCHITECT
GALVANIZED STEELALINDAB/RGS-3 DUCT MOUNT 20 X 4 17 X 3 -ADJUSTABLE
NECK SIZE DAMPER
INTEGRAL
GALVANIZED STEELBLINDAB/RGS-3 16 X 7 13 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELCLINDAB/RGS-3 20 X 7 17 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELDLINDAB/RGS-3 24 X 7 21 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELR1LINDAB/RGS-3 -INTEGRAL
GALVANIZED STEELR2LINDAB/RGS-3 -INTEGRAL
GALVANIZED STEELR3LINDAB/RGS-3 -INTEGRAL
GALVANIZED STEELGMETALAIRE/V4004D 12 X 8 10 X 6 -ADJUSTABLE OBD
GALVANIZED STEELELINDAB/RGS-3 28 X 7 25 X 6 -ADJUSTABLE INTEGRAL
GALVANIZED STEELFLINDAB/RGS-3 24 X 10 21 X 9 -ADJUSTABLE INTEGRAL
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
DUCT MOUNT
SIDEWALL MOUNT
20 X 4 17 X 3
16 X 7 13 X 6
20 X 7 17 X 6
-
-
-
GALVANIZED STEELHMETALAIRE/V4004D 14 X 8 12 X 6 -ADJUSTABLESIDEWALL MOUNT
GALVANIZED STEELIMETALAIRE/V4004D 20 X 8 18 X 6 -ADJUSTABLESIDEWALL MOUNT
GALVANIZED STEELJMETALAIRE/V4004D 18 X 10 16 X 8 -ADJUSTABLESIDEWALL MOUNT
GALVANIZED STEELKMETALAIRE/V4004D 22 X 10 20 X 8 -ADJUSTABLESIDEWALL MOUNT
OBD
OBD
OBD
OBD
GALVANIZED STEELR4METALAIRE/RHD 12 X 8 10 X 6 -SIDEWALL MOUNT OBD-
GALVANIZED STEELR5METALAIRE/RHD 20 X 10 18 X 8 -SIDEWALL MOUNT OBD-
GALVANIZED STEELR6METALAIRE/RHD 20 X 14 18 X 12 -SIDEWALL MOUNT OBD-
GALVANIZED STEELR7METALAIRE/RHD 30 X 14 28 X 12 -SIDEWALL MOUNT OBD-
GALVANIZED STEELR8METALAIRE/RHD 26 X 20 24 X 18 -SIDEWALL MOUNT OBD-
GALVANIZED STEELR9METALAIRE/RHD 32 X 26 30 X 24 -SIDEWALL MOUNT OBD-
GALVANIZED STEELR10METALAIRE/RHD 14 X 14 12 X 12 -CEILING MOUNT OBD-
GALVANIZED STEELE1METALAIRE/RHD 10 X 10 8 X 8 -CEILING MOUNT OBD-
NUMBER LOCATION GPMTEMP
CHILLED WATER DATA
GPM ENT
TEMP
COOLING AIR DATA
CFMLVG ENT LVG
HEATING AIR DATA
LVGLVGENT
HOT WATER DATA
TEMP CFM ENT
TEMP
FAN MOTOR DATA
VOLTHPRPM PH REMARKS
MANUFACTURER/
MODEL NUMBERCOOLING CAPACITY MBH MAX PD FT HEATING CAPACITY MBH MAX PD FT
ELECTRIC HEATER SCHEDULE
MANUFACTURER/
MODEL NUMBER
CAPACITY(MBH)SYMBOL LOCATION
EWH-1 BUILDING 'B' SPRINKLER ROOM BERKO / SRA-1212 -
CFM
--
ENT LVG
-
TEMP (°F)
AIR DATA FAN MOTOR DATA
HP OR W
--
RPM VOLT PH
120 1 -
REMARKS
BUILDING 'B' ELECTRIC ROOM
BUILDING 'B' SOUTH STAIRS
BUILDING 'B' NORTH VESTIBULE
EWH-2
EWH-3
EWH-4
UNIT "B" MAINTENANCE ROOMEUH-1
UNIT B-12 BEDROOMEWH-5
UNIT B-17 BEDROOMEWH-6
UNIT B-22 BEDROOMEWH-7
UNIT D-2 BEDROOMEWH-8
UNIT D-1 BEDROOMEWH-9
BUILDING 'D' STAIRSEWH-10
UNIT D-4 BATHROOMEWH-11
BUILDING 'E' STAIRSEWH-12
BUILDING 'H' METERROOMEWH-13
BUILDING "L" MAINTENANCEOFFICEEUH-2
BUILDING "L" MAINTENANCE STORAGEEUH-3
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M2.2
MECHANICAL
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
PC
RMS
11/01/2017
16-063
No.Description Date
S
(9'-4" (2.8M)
DETAIL B
STRUCTURE
DETAIL A
HANGER ROD
EQUIPMENTMECHANICAL
SUSPENDED
DETAIL B
DETAIL A
HANGER ROD
REQUIRED
HANGER IFVIBRATION
SUSPENDED
EQUIPMENT
GALVANIZED
AIRCRAFTCABLE
ELEVATION VIEW
PLAN VIEW
CABLE
AIRCRAFTGALVANIZED
EQUIPMENTMECHANICALSUSPENDED
45°45°
45°
45°
CLAMP STRUCTURE
DETAIL A
HANGER ROD
EQUIPMENTMECHANICAL
SUSPENDED
MAX. LENGTH)
6 N.T.S.
PIPE PENETRATION THROUGH WALL
DETAIL
4 N.T.S.
DUCTWORK CONSTRUCTION
DETAILS
3 N.T.S.
SEISMIC RESTRAINT FOR SUSPENDED MECHANICAL
EQUIPMENT
2 N.T.S.
HORIZONTAL FIRE DAMPER
DETAIL
8 N.T.S.
ROOF MOUNTED EXHAUST FAN
DETAIL 9 N.T.S.
KITCHEN/TOILET EXHAUST FAN
DETAIL
5 N.T.S.
VERTICAL FIRE DAMPER
DETAIL
7 N.T.S.
ROOF PENETRATION
DETAIL
1 N.T.S.
VERTICAL HEAT PUMP UNIT INSTALLATION
DETAIL
10 N.T.S.
CONCENTRIC INTAKE/ VENT
DETAIL
CEILING
PROVIDE FLEXIBLE CONNECTIONAT INLET AND OUTLET OF FAN
VIBRATION ISOLATOR
6"∅
GALVANIZED EXHAUSTDISCHARGE DUCT TOWEATHERPROOF WALLCAP
CEILING CABINET EXHAUST FANWITH INTEGRAL BACKDRAFTDAMPEREXHAUST GRILLE
FC
1/4" HANGER
RODS FASTENED
SECURELY TO
STRUCTURE
ABOVE SIZE INACCORDANCEWITHMANUFACTURER'SRECOMMENDATIONS
"S"CLIP
ONCEILING
ANGLE MOUNTING LOCATION WHEN GRILLEIS
CONFORMANCE TO LATEST NFPA BULLETIN90A
FIRE DAMPER CONSTRUCTED & INSTALLIN
FLOORSLAB
SLEEVE & ANCHORED TOSLAB
2" X 2" X 1/8" L IRON FRAME RIVETED
TO
FOR LARGERDUCTS
24" DEEP OR 36" WIDE & 14 GAUGE
SLEEVE
16 GAUGE SLEEVE FOR DUCTS SMALLER
THAN
INSULATED DUCT, BUTT INSULATION UP
TO
ACCESSPANEL
FLOOR/CEILINGSLAB
SLOPE
VD18" MINSTANDARD DUCTCONSTRUCTIONSEAMS WATER TIGHT
SPECIFIED DUCT SIZE
FLASHING
EDGES RIVETED ANDSOLDERED OR WELDED
1/2" BIRD SCREEN
PIPE
PACK VOID SPACE WITH FIRE
STOPPING MATERIAL (3M
CAULK CP25 OR EQUIVALENT)
STEEL PIPE SLEEVE.
SEE NOTES
REQUIRED CLEARANCE
SEE NOTES
FIRE-RATED MASONRY OR
FIRE-RATED STUD PARTITION.
SEE NOTES
ESCUTCHEONS
NOTES:
1. PIPE SLEEVES
2. ESCUTCHEONS
SEE NOTES BELOW
A.PIPE SLEEVES THROUGH FIRE-RATED MASONRY PARTITIONS ORFOUNDATION WALLS SHALL BE SCHEDULE 80 BLACK STEEL WITHMAXIMUM OF 1/2" CLEARANCE BETWEEN SLEEVE AND PIPE.SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION ORWALL.B.PIPE SLEEVES THROUGH FIRE-RATED STUD PARTITIONS SHALL BE#18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1" CLEARANCEBETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL INLENGTH TO DEPTH OF PARTITION.
A.
B.
C.
ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZED
ALUMINUM OR CHROME-PLATED BRASS.
ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAIN BRASS,ALUMINUM, GALVANIZED STEEL OR CAST IRON.
ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNAL SPRINGTENSION OR SET SCREW.
S CLIP OR U CLIPIS OPTIONAL ALLSUCH CONNECTIONS
TO BE SEALED
R2
R1
R
0
00
R
W1 H W1
D3
NOTE: BEAD, CROSSBREAK AND REINFORCE FLAT SURFACES AS IN STRAIGHT DUCT.
TYPE RE5 DUAL RADIUS ELBOWR1= 3/4+W1R2= R1+W2
TYPE RE6 SQUARE MITERED ELBOW
D2 = 4" MIN
D3 = 4" MIN
D1
TYPE 4B
SQUARE THROAT, R/W + 0.5, MAY BE USED,
TYPE RE3 RADIUS ELBOW WITH VANES
H
TYPE RE4 SQUARE THROAT ELBOW WITHOUT VANES1000 FPM (5 MPS) MAXIMUM VELOCITY
W
UP TO 1000 FPM (5 MPS)W2W
H
VDD2
TYPE 4A VD
W VD
CENTER LINE R = 3W/2, UNLESS OTHERWISE
TYPE RE1 RADIUS ELBOW
SPECIFIED O IS NOT RESTRICTED TO 90°,
W
H
TYPE RE2 SQUARE THROAT ELBOW WITH VANES
W
H WWTYPE 2 STATIONARY SPLITTER IS OPTIONALW = 4" MIN
VD
TYPE 1
2W TYPE 3
NOTE: VOLUME CONTROL
SHOULD BE BY BRANCH
DAMPERS. IF A SPLITTER ISSHOWN IN THE DESIGN ITSLENGTH SHOULD BE 1.5 WOR 1.5 D3
SOURCE WATER PIPINGFROM FACILITY HOUSE LOOP
RETURN GRILLE
3. INSTALLATIONS & MATERIALS PER U.L. 555.
2. DEPTH OF DAMPER TO BE COORDINATED WITH WALL THICKNESS.
NOTES:
SLEEVE
DAMPER (SEE NOTE)
1" MINIMUM 4 SIDES
1/2" CLEARANCE,TOP AND 2 SIDES, 4SIDES FORHORIZONTAL
INSULATED DUCT, BUTTINSULATION UP TO WALLOR SLEEVE AS SHOWN
1-1/2" X 1-1/2" X1/8" CONTINUOUS STEELANGLE FASTENED TOSLEEVE WITH 4" M.B.AND NUTS 8" ONCENTER, MINIMUM BOLTSEACH SIDE, TOP ANDBOTTOM
CONTINUOUS "S" JOINT
ACCESSDOOR INDUCT
ACCESSDOOR INCEILING
FASTEN DAMPER TO SLEEVE WITH BOLTS,
SCREWS OR TACK WELDS, MAX. 8" ONCENTER
1.DAMPER STYLE & SLEEVE CONFIGURATION IS GOVERNEDBYMAINTAINING A MAX. 0.06 STATIC PRESSURE @ 2500
F.P.M.FACE VELOCITY
NOTES: SIZE STACK TO MATCH REQUIREMENT OF
ITEMS TO BE INSTALLED THROUGH
2 X P.T. WOOD BLOCKING
.015" STAINLESS STEEL
BATT INSULATION
STAINLESS STEEL INSECT SCREEN
PIPING OR CONDUITAS REQ'D
ROOF MEMBRANE
MEMBRANE FLASHING
RIGID INSULATION
TAPERED INSULATION
ROOF DECK
.015" STAINLESS STEELREMOVABLE COVER OVERLAP2" WITH STACK
STAINLESS STEELSCREWS WITH EDPMWASHERS
STACK
VENT OUTLET
AIR INLET
EXTERIOR WALL
STRAP FIELD SUPPLIED
4"° COAXIAL INTAKE VENT
COLLAR-BOLTTO WALL
LOUVERED DOOR IN
MECHANICAL CLOSET
FILTER
HP-#
HEATING/COOLING COIL
SUPPLY AIR PLENUM
BLOWER FC
SA
FCSWSSWRSWSSWR
FINISHED FLOOR
PROVIDE 6'-0"OF RIGIDEXTERNAL DUCTINSULATION
DAMPER
ROOF
STAINLESS STEELANCHOR BOLTS ATEACH CORNER AND 12"O.C.
ACCESS DOOR SIDE
OR BOTTOM
AS APPROPRIATE
CURB & FLASHING
COUNTERFLASHING CAULKAND SEAL BETWEEN CURB,
FLASHING & COUNTERFLASHING
FIRST FLOOR
1" CONDENSATE TO STANDPIPEDRAIINDRIP PAN
OUTSIDE AIR DUCT
SUPPLY AIR DUCT
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
M3.1
MECHANICAL
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
PC
RMS
11/01/2017
16-063
No.Description Date
CORRIDOR SUPPLY AIR
DUCT RISER-BLDG 'B'
E F
D
2 N.T.S.
1 N.T.S.
HORIZONTAL HEAT PUMP UNIT AND DUCTWORK
DETAIL
DIRECTION OF AIR FLOW (RETURN OR EXHAUST)
DIRECTION OF AIR FLOW (SUPPLY OR OUTSIDE AIR)
FLEXIBLE CONNECTION
90° ELBOW UP
90° ELBOW DOWN
RPM
SQ.FT.
SYS
TEMP.
T-STATHD
HGT
HORIZ
HP
HR
HTG
ET-1
EXG
EXH
°F
FLEX
FT
GA
GAL
HZ
IN.
IN.WG.
KW
KWH
LBS
LF
LVG
MAX
MBH
MIN
N.T.S.
N/A
NIC
NO.
PH
CFM
CU.FT.
DL
DN
EF-1
ENT
AD
AFF
AMP
APPROX
AVG
BTU
CAP
HEAD
HEATING
HOUR
HORSE POWER
HORIZONTAL
HEIGHT
FEET
GALLON
GAUGE
FLEXIBLE
DEGREES FAHRENHEIT
EXHAUST
EXISTING
EXPANSION TANK
ENTERING
EXHAUST FAN
DOWN
DOOR LOUVER
CUBIC FEET
CUBIC FEET PER MINUTE
APPROXIMATE
CAPACITY
BRITISH THERMAL UNIT
AVERAGE
AMPERE (AMP, AMPS)
ABOVE FINISHED FLOOR
ACCESS DOOR
MAXIMUM
LEAVING
BTU PER HOUR (THOUSAND)
FREQUENCY
POUNDS
LINEAR FEET
KILOWATT HOUR
KILOWATT
INCH
INCHES WATER GAUGE
PHASE
NUMBER
NOT IN CONTRACT
NOT APPLICABLE
NOT TO SCALE
MINIMUM
SQUARE FEET
REVOLUTIONS PER MINUTE
TEMPERATURE
THERMOSTAT
SYSTEM
DESCRIPTIONSYMBOLDESCRIPTIONABBREVIATIONDESCRIPTIONABBREVIATION
AIR COOLED CONDENSER
CD CONDENSATE DRAIN PIPING
SUPPLY REGISTER OR DIFFUSER-CEILING
SUPPLY REGISTER OR GRILLE
RETURN REGISTER OR GRILLE
SIDEWALL
SIDEWALL
RETURN REGISTER OR GRILLE-CEILING
EXHAUST FAN: CEILING CABINET FAN
DUCT 90° UP
DUCT 90° UP
DUCT 90° DOWN
DUCT 90° DOWN
AHU-1 AIR HANDLING UNIT
CD CONDENSATE DRAIN
CU-1 CONDENSING UNIT
DX DIRECT EXPANSION
RL REFRIGERANT LIQUID
RS REFRIGERANT SUCTION
UNDERCUT DOOR 3/4"3/4"
UC
U.O.N.UNLESS OTHERWISE NOTED
FD FIRE DAMPER
FC
FC
ELECTRIC HEATING COILEHC-1
EWH-1 ELECTRICAL WALL HEATER
HP-1 HEAT PUMP
EF-1
SWR SOURCE WATER RETURN
SWS SOURCE WATER SUPPLY
OA OUTSIDE AIR DUCTWORK
FC-1 FAN COIL UNIT
CU-#
SWR SOURCE WATER RETURN
SWS SOURCE WATER SUPPLY
MECHANICAL SYMBOLSMECHANICAL ABBREVIATIONS
THERMOSTAT
SMOKE DETECTOR, DUCT MOUNTED
TEMPERATURE SENSOR, DUCT MOUNTEDTD
T
7.PROVIDE COMPLETE AND OPERATIONAL SYSTEM INCLUDING ALL NECESSARY MATERIAL EQUIPMENT ANDLABOR.
PROVIDE THE OWNER WITH ALL MANUFACTURERS WARRANTIES FOR EQUIPMENT AND MATERIALSPROVIDED.
PROVIDE OWNER WITH BOUND "OPERATIONS & MAINTENANCE" MANUALS FOR SYSTEMS INSTALLED.
PROVIDE OWNER WITH WARRANTY, GUARANTYING THAT IMPERFECT SYSTEM OPERATION AND ALLDEFECTS IN MATERIAL AND LABOR OR WORK WILL BE REPAIRED WITHOUT COST TO THE OWNER FORA PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT.
GIVE FULL COOPERATION TO OTHER TRADES, PROVIDING THEM WITH ALL NECESSARY INSTALLATIONDETAILS.
11.
9.
10.
8.
GENERAL MECHANICAL NOTES
MECHANICAL DRAWINGS, PLANS AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW ALLINTERFERENCES AND CONDITIONS VISIBLE OR HIDDEN THAT MAY EXIST.
ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH ALL APPLICABLESTATE, FEDERAL AND LOCAL CODES AND REGULATIONS THAT MAY APPLY.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED
INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES.
ALL EQUIPMENT AND MATERIAL SHALL BE LABELED, LISTED AND INSTALLED IN ACCORDANCE WITHMANUFACTURERS INTERACTIONS, RECOMMENDATIONS AND INSTRUCTIONS.
THE TERM "PROVIDE" SHALL MEAN FURNISH, INSTALL, CONNECT AND MAKE OPERABLE.
THE TERM "INDICATED" SHALL MEAN AS SHOWN ON THE CONTRACT DOCUMENTS (DRAWINGS,SPECIFICATIONS AND RELATED ATTACHMENTS).6.
5.
4.
3.
2.
1.
STRUCTURAL FRAMING
HANGERS, STEEL RODS WITH NEOPRENEISOLATION ELEMENT. MOUNT AIRHANDLING UNITS TIGHT TO CEILING ASHIGH AS POSSIBLE
OUTSIDE AIR DUCTCONNECTIONWHERE SHOWN ON
CONTROLLER
SUPPLY AIR DUCTWORKDISCHARGE
NOTE:
REFER TO ARCHITECTURAL DRAWINGS FOR FRAMINGDETAILS AND ACCESS REQUIREMENTS (TYPICAL)
SOURCE WATER SUPPLY
AND RETURN LINES FROM
FACILITY HEAT PUMP LOOP
CONDENSATE DRAINTO INDIRECT WASTE
AUXILIARY DRIP PANWITH CONDENSATECONNECTION TOINDIRECT DRAIN
RETURN AIRGRILLE AND DUCT
CEILINGACCESS PANEL
SECONDFLOOR
THIRDFLOOR
FOURTHFLOOR
ATTIC
FIRSTFLOOR
8"x4"
14"x12"
14"x14"
12"x12"
300
300
300
300
HP-#
FD
FD
FD
FD
HP-#
FCFC
SWS
SWR
CD
SUPPLYAIR SHAFT
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
M3.2
MECHANICAL
DETAILS, NOTES,
SYMBOLS AND
ABBREVIATIONS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
PC
RMS
11/01/2017
16-063
No.Description Date
2 N.T.S.
WATER SOURCE HEAT PUMP DETAIL
1 N.T.S.
COOLING TOWER DETAIL
3 N.T.S.
TYPICAL PIPE TRNCH DETAIL
4 N.T.S.
COOLING TOWER WATER TRATMENT PIPING 5 N.T.S.
BOILER PIPING DETAIL
6 N.T.S.
MECHANICAL ROOM HEAT PUMP RISER SCHEMATIC
TRENCHING NOTESEXISTING GROUNDLINE SEEEXISTING PAVEMENT, WALK OR
PAVEMENT OR CONCRETE1" DEEP SAWCUT OF EXISTING
EXISTING THICKNESS.
REPLACE WITH CONCRETE TO MATCHCONCRETE WALKS ARE DISTURBEDDIMENSIONS OF EXISTING CURB. IF
WITH SAME TYPE OF CURB TO
CURB IS DAMAGED OR REMOVED, REPLACEBE REPAIRED WITH SEED. IF EXISTINGGRASS AREA, DISTURBED AREAS SHALL
SUBBASE. IF EXCAVATION IS WITHIN
TYPE AND THICKNESS OF PAVEMENT ANDREMOVED, REPLACED WITH THE SAMEWHEN EXISTING PAVEMENT HAS BEEN
ACCEPTABLE QUANTITIES.ALL DIMENSIONS ARE MINIMAL
AS DIRECTED BY THE ENGINEER.
SHOWN ON THE CONTRACT DRAWINGS ORLOCATIONS AND TO THE DIMENSIONS ASCONSTRUCTION OF THE WORK AT THE
COMPACTION NECESSARY FOR THE
UNSUITABLE MATERIAL: BACKFILL ANDDISPOSAL OF ALL SURPLUS ORGOUNDWATER DIVERSION: SATISFACTORY
DEWATERING, TEMPORARY STREAM OF
EXCAVATION, TRENCH WALL SUPPORTS,THE REMOVAL OF ALL MATERIALS,TRENCH EXCAVATION SHALL CONSIST OF
RED PLASTIC WARNING TAPE
EXCAVATED MATERIALBACKFILL WITH COMPACTED
COMPACTED SAND BEDDING48" MINIMUML L6" C TO C (TYPICAL)
MINIMUM1'-0"3" MINIMUM1'-0"MIN.1'-0"MIN.
VARIES
3" MINIMUM1'-0"
MINIMUM
DETAILS.
SEE SPECIFIC SITESIZE & DESIGNATIONPIPING, FOR QUANTITY,
UNDISTURBED SOIL
AIR SEPARATORAND EXPANSIONTANK IN BLDG FMECH ROOM
FROM BOILERS AND TOWER IN BLDG FMECH ROOM
TO BOILERS AND TOWER INBLDG F MECH ROOM
WATER SOURCE HEAT
PUMP THROUGHOUT
THE COMPLEX (TYPICAL)
WATER MU FEED WITH BACKFLOWPREVENTER. SEE PLUMBINGPLANS FOR CONTINUATION
UNION (TYP.)
FLEX CONNECTION(TYP.)
SHUT-OFF VALVE (TYP.)COMBINATION BALANCING/
SENSOR POINTS (TYP.)
SWR
SWS
PRESSURE GAUGE (TYP.)
TEMP. GAUGE (TYP.)
SOURCEOUT
SOURCEIN
CONCRETE PAD
CONTINUOUSNEOPRENE PAD
FLOOR
TWO WAY VALVE (TYPICAL)
PUMPS IN BLDG F MECH ROOM
CONCRETE BOILER PAD
BURNER TEMP/PRESSURE RELIEF VALVE
PIPED TO WITHIN 12"AFF (TYP.)
DOUBLEWALL FLUE
PRESSURE GAUGE
HHWS
HHWR
BALL VALVE
UNION (TYP.)
THERMOMETER GAGE (TYP.)
P-1
HWR FROM SYSTEM
HWS TO SYSTEM
CIRCULATING PUMP
FLOOR SLAB
AQUASTAT
UNION (TYP)
MANUAL SHUT OFF VALVE (TYP)
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
SOLENOID VALVE CONNECT
TO FACTORY INSTALLED
SUMP WATER LEVEL CONTROL
MAKE UP WATER LINE
COOLING WATER CIRCULATION
PUMP, FACTORY INSTALLED
MANUFACTURES RECOMMENDATIONS
SUPPORT TOWER AS PER
AS INDICATED ON PLANS
COOLING TOWER
AIR INTAKE LOUVER
OVERFLOW LINE
MANUAL DRAINLINE
TO SANITARY
SEWER DRAIN
MAKE UP WATER LINE
BACK FLOW PREVENTER
SUCTION TUBING
CHEMICAL TANK
CHEMICAL PUMP
UNION
COOLING TOWER FOR
PIPING CONNECTION
MANUAL SHUT-OFF VALVE
CONDENSER FORPIPING CONNECTION
CONDENSER WATER CIRCULATIONPUMPS
SUMP
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M3.3
MECHANICAL
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
No.Description Date
BOILERBOILER
5"
4"
6"
P-3
5"
1"
CHEMICALTREATMENTGLYCOL
CF-1
CHEMICALSHOT FEEDER
3/4"
3/4" DRAIN VALVEWITH HOSECONNECTION
DIFFERENTIALPRESSURE SWITCH
P-4
6"
COOLING TOWER PIPING DETAIL
ASME
PRESSURE REGULATOR
UNION (TYP)
1" CW MAKE-UP
1 1/2"
BYPASS
FIN. FLOOR
P-1
P-2
1 1/2"
SAND FILTER
1 1/2"BACKWASHDRAINPIPING
SANDFILTERALARMDICW3/4"
1"
CHEMICAL TREATMENT(GLYCOL)
CT-1
LIQUID LEVELCONTROLLER
NOTE:HEAT TRACE AND INSULATE ALL CONDENSERWATER SUPPLY, RETURN, DRAIN AND OVERFLOWPIPING. INCLUDE ALL VALVES AND OTHERPIPING SUBJECT TO FREEZING.
T
T
WATERTEMPERATURE
DFVDO
DI BYPAO
VIBRATION SWITCH
DI
CWR
6"
2"
NOTES:
PROVIDE SAND FILTRATION SYSTEM CONSISTING OF:
(2) PEP: MODEL #HMF-18 WITH FLOWRATE OF 35 GPM.
(1) 100 GALLON BACKWASH TANK.
FILTER CONTROL PANEL WITH CONTROLLER.
BACKWASH LOCK OUT.
NOTES:1.PROVIDE WITH 3 PROBE ELECTRIC LEVEL CONTROL AND ASSOCIATED MAKE-UP WATER VALVE.
2.PROVIDE WITH INVERTER DUTY MOTOR.
3. SEE SPECIFICATIONS FOR DETAIL INFORMATION.
B-1
TT
TTTP
P
T
P
T
T
DP
B-1
AS-1
VFD
VFD
AI
AI
AI
T T
T T
NOTES:
ATC CONTRACTOR SHALL PROVIDEADDITIONAL INPUT AND OUTPUT POINTS TOPROVIDE COMPLETE AND OPERATIONALSYSTEM OF THE CONDENSER WATER LOOP.THE FINAL CHECK OUT AND VERIFICTIONAND PROPER SYSTEM OPERATION SHALL BEPERFORMED BY ATCATC CONTRACTOR SHALL REPORTRESULTS OF SYSTEM CHECK OUT INWRITING TO OWNER, ARCHITECT ANDENGINEER.
CF-3
P-6
P-5
ET-1
P-16
1" DRAIN LINE WITHSOLENOID CONTROL ANDSHUTOFF VALVE. ROUTE TONEAREST FLOOR DRAIN,SEE PLUMBING PLANS
BUTTERFLYVALVE(TYPICAL)
FLEXIBLE PIPINGCONNECTION (TYPICAL)
1" DRAIN LINE WITH SOLENOIDCONTROL AND SHUTOFF VALVE.ROUTE TO NEAREST FLOOR DRAIN,SEE PLUMBING PLANS
P-12
P-14
1-1/4" CW MAKE-UP TOCOOLING TOWER LOOP. PROVIDESHUT OFF VALVE, REDUCEDPRESSURE BACKFLOW PREVENTERAND SOLENOID CONTROL VALVEWITH MANUAL BYPASS
OVERFLOWDRAIN
COOLING TOWER SUMP DRAIN PIPED TOCONDENSER WATER SUPPLY FOR DRAININGIN BASEMENT MECHANICAL ROOM
1.
2.
1-1/4"
PIPE TO FLOORDRAIN FULL SIZE OFRELIEF VALVEDISCHARGEDIAPHRAGM TYPEEXPANSION TANK
HOUSEKEEPING PAD
STRAINERBLOW-OFF VALVE& CAP
BUTTERFLY VALVE(TYPICAL)FLEXIBLE PIPINGCONNECTION (TYPICAL)CWS4" CONC. PAD
GLOBE VALVE
WITH GUAGE COCKPRESSURE GUAGE
VALVEPRESSURE RELIEF
AIR SIDE DRAIN
TRIPLE DUTY VALVEB&G. REFER TODWG.UNION(TYPICAL)
CHARGING/TEST VALVE
(TYPICAL)GATE VALVE
3"
4"
4"
TEMPERATUREGAUGE (TYPICAL)
TEMPERATURESENSOR (TYPICAL)
P
T
P
T
T
DRAIN VALVE(TYPICAL)
3"
4"
HWR
S-1REMOTE SUMP INBOILER ROOM
6"
6"
6"
T
T
5"SWRSWRSWSHX-1
PRESSURE GAUGE(TYPICAL)
TEMPERATURESENSOR (TYPICAL)
PRESSURE GAUGE(TYPICAL)
TEMPERATUREGAUGE (TYPICAL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1" = 10'-0"
M3.4
MECHANICAL
DETAIL
Dakota
Partners, Inc.
OXOBOXO
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Checker
Author
11/01/2017
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No.Description Date
R-2
P-6
CS-2
R-1
P-5
CS-1
TS-2
TS-1
FS
6"
6"
VLC-#
AI
VLC-#
AI
VLC-#
DI
VLC-#
DO
VLC-#
DO
VLC-#
DI
CT-1
LIQUID LEVEL CONTROLLER
WATER TEMPERATURE
VIBRATION SWITCH
6"
CONTROL
R-1
R-4
P-4
CS-2
R-3
P-3
CS-1
PANEL
V F D
P-2
R-4
V F D
P-1
R-4
TS-3
TS-4
TS-1
PS-1
SWS
OAS
PANELCONTROL
R-2
TS-2
OUTDOOR AIR SENSOR
VLC-#
AI
VLC-#
DI
VLC-#
DO
VLC-#
AO
VLC-#
AI
VLC-#
AI
VLC-#
AI
VLC-#
AI
VLC-#
AI
VLC-#
AO
VLC-#
AO
VLC-#
DI
VLC-#
DI
VLC-#
DO
VLC-#
DO
VLC-#
AO
VLC-#
DI
VLC-#
DO
VLC-#
DO
VLC-#
DI
VLC-#
DO
VLC-#
DI
B-1
B-1
CWR
1-1/4" CW MAKE-UP TO COOLINGTOWER LOOP. PROVIDE SHUT OFFVALVE, REDUCED PRESSUREBACKFLOW PREVENTER, ANDSOLENOID CONTROL VALVE WITHMANUAL BYPASS
1-1/4"CWRNOTES:
ATC CONTRACTOR SHALL PROVIDE
ADDITIONAL INPUT AND OUTPUT POINTS TO
PROVIDE COMPLETE AND OPERATIONALSYSTEM OF THE CONDENSER WATER LOOP.THE FINAL CHECK OUT AND VERIFICTION
AND PROPER SYSTEM OPERATION SHALL BE
PERFORMED BY ATCCONTRACTOR. ATC CONTRACTOR
SHALL REPORT RESULTS OF SYSTEM
CHECK OUT IN WRITING TO OWNER,
ARCHITECT AND ENGINEER.
1.
2.
COORDINATE WITH EQUIPMENTS MANUFACTURERFOR EXACT EQUIPMENT CONNECTIONREQUIREMENTS.
PIPING AS SHOWN IS DIAGRAMMATIC. ACTUAL
LOCATION OF CONNECTIONS TO CHILLER SHALLBE COORDINATED WITH UNIT BEING FURNISHED.
SPRING TYPE VIBRATION ELIMINATOR PIPE
HANGERS TYPICAL FOR CONDENSER AND
CHILLED WATER LINES - LOCATE AS CLOSE TOCEILING AS POSSIBLE.
3.
4.
5.
AI BOILER 1 SUPPLY TEMP
AI BOILER 2 RETURN TEMP
DI PRIMARY BOILER LOOP PUMP P-3 STATUS
DI PRIMARY BOILER LOOP PUMP P-4 STATUS
DO PRIMARY BOILER LOOP PUMP P-3 START/STOP
DO PRIMARY BOILER LOOP PUMP P-4 START/STOP
AI SWS LOOP SUPPLY TEMP
AI SWS LOOP RETURN TEMP
DI SWS LOOP PUMP VFD P-1 STATUS
DI SWS LOOP PUMP VFD P-2 STATUS
DO SWS LOOP PUMP VFD P-1 START/STOP
DO SWS LOOP PUMP VFD P-2 START/STOP
AO SWS LOOP PUMP VFD P-1 SPEED CONTROL
AO SWS LOOP PUMP VFD P-2 SPEED CONTROL
AI SYSTEM SUPPLY DIFFERENTIAL PRESSURE
AI SYSTEM RETURN DIFFERENTIAL PRESSURE
DI BOILER 1 STATUS
AO BOILER 1 RESET
DO BOILER 1 ENABLE/DISABLE
DI BOILER 2 STATUS
AO BOILER 2 RESET
DO BOILER 2 ENABLE/DISABLE
AI OUTSIDE AIR TEMP
AI CONDENSER WATER LOOP SUPPLY TEMP
AI CONDENSER WATER LOOP RETURN TEMP
DI CONDENSER WATER LOOP PUMP P-5 STATUS
DO CONDENSER WATER LOOP PUMP P-5 START/STOP
DO CONDENSER WATER LOOP PUMP P-6 START/STOP
DI CONDENSER WATER LOOP PUMP P-6 STATUS
HX-1
S-1
TS-4 PS-2
VLC-#
AI
VLC-#
AI
BOILER 1
BOILER 2
SWS
SWS
SWS
SWS
T
T
DFV
DO
DI BYPAO
DI
AI
AI
AI
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
M3.5
SOURCE WATER
CONTROL
DIAGRAM
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
No.Description Date
UP
UP
BFP
BFP
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.1
L2.L
UNIT C-1
(2 BEDROOM)UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCE
ROOM
BOILERROOMSPRINKLER
ROOM
BUILDING B
BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
ET2
AS2
B1
ET1
TMV1P1
P2
(2) 300 GALLON INDIRECT HOT WATER
STORAGE TANKS SEE 11/P3.2 FORPIPING DIAGRAM
GAS FIRED DOMESTICHOT WATER BOILER
FOR DOMESTIC WATER
SERVICE INSTALLATIONSEE 7/P3.1
3"CW UP
4"CW SERVICEFROM ABOVE
CO
6" SANITARY FROM ABOVE,
PROVIDE CLEANOUT AT BASE
OF RISER
AS1
3"ø 2"ø
6"ø W
4"ø W
co
3"ø V
1 1/2"ø
2"ø
1 1/2"ø
4"ø W1 1/2V UP
1 1/2V UP
3"V UP
1/2"DH&CW DNTYP OF BATHTUB
4"ø3/4"ø DHWR
4" SANITARY FROM BUILDING D,SEE DRAWING DE-P1.1 FORCONTINUATION
4"ø WYCO
3"HW UP
1"HWR FROM ABOVE
FCO 6"ø W
S-1
L-1
WC-1
B-1 B-1
WC-1
L-1
S-1
6"ø
YCO
4" SANITARY FROM BUILDING F,SEE DRAWING F-PB1.1 FORCONTINUATION
6" SANITARY AND 2" GAS
FROM BUILDING G, SEE
DRAWING G-PB1.1 FORCONTINUATION
FCO6"ø2"ø DCW
4"ø2" HW AND
3/4" HWR UP
2" CW UP
4" W UP&DN
L-1
WC-1
B-1
S-1
L-1WC-1
B-1
1 1/2"ø
1 1/2"ø DCW
1 1/2" CW TO BUILDING F,SEE DRAWING F-PB1.1FOR CONTINUATION
B-1
SANITARY PIPING FROMRESPECTIVE FIXTURESABOVE (TYPICAL FOR ALL)
2"ø
2"ø
FD-1
2"ø
GG G
SANITARY PIPING FROMRESPECTIVE FIXTURESABOVE (TYPICAL FOR ALL)GGHP
HP
3/4" CONDENSATE DRAINS WITH
INDIRECT WASTE CONNECTION TO
NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-PB1.SB
PLUMBING PLAN
BLDG 'B' - LEVEL SB
BLDG 'C' - LEVEL 1
Dakota
Partners, Inc.
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LOFTS
DA
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A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
UNIT B-1
(2 BEDROOM)
TYPE A
UNIT B-2
(2 BEDROOM)
UNIT C-3
(2 BEDROOM)
TYPE A
UNIT C-4(2 BEDROOM)
TYPE A
ELEVATOR
BUILDING B
BUILDING C
BUILDING A
CRAWL SPACE
BUILDING G
BUILDING D
1" HWR UP&DN
3" HW UP&DN
3" CW UP&DN
4" CW SERVICE
UP&DN
L-1
WC-1
B-1 S-1
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
4" W
DN
1 1/2"ø
1/2"ø1/2"ø
4"ø1"ø
1/2"ø
1/2"ø
3/4"ø1/2"ø
1/2"ø
1/2"ø
1"ø
1/2"ø
1/2"ø1/2"ø1/2"ø
ERV-1 HP-5
HP
HP
HP
HP
1"ø1/2"ø1"ø 1"ø3/4"ø3/4"ø
3/4"ø3/4"ø1/2"ø1/2"ø1/2"ø
1/2"ø
1/2"ø1/2"ø 1/2"ø1/2"ø1/2"ø1/2"ø4"ø
1 1/2"ø1/2"ø
1/2"ø
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATION
AND ROUTING IN FIELD (TYPICAL)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-PB1.B
PLUMBING PLAN
BLDG A-CRAWL SPACE
BLDG 'B' - LEVEL B
BLDG 'C' - LEVEL 2
Dakota
Partners, Inc.
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B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
BUILDING D
BUILDING B BUILDING C
BUILDING G
BUILDING A
UNIT A-1
(2 BEDROOM)
UNIT A-2
(1 BEDROOM)
UNIT B-3
(1 BEDROOM)
TYPE 'A'
UNIT B-4(2 BEDROOM)
UNIT B-5
(1 BEDROOM)
UNIT B-6
(1 BEDROOM)
UNIT B-7
(STUDIO)
UNIT A-2
(2 BEDROOM)
4" CW SERVICE IN, SEE
SITE UTILITY PLAN FOR
CONTINUATION 4"ø
WCO
4"ø W
FD 2"ø2" W UP& DN
4"ø 3"ø 3"ø3/4"ø
4"ø
4" WUP&DN
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
4" CW SERVICE DN TOMETER EQUIPMENT, 3" CWUP TO BUILDING SERVICE 3" HW & 1" HWR DN
S-1
S-1
L-1
WC-1
B-1
L-1
WC-1
SH-1
L-1
WC-1
B-1
L-1
WC-1
B-1
L-1
WC-1B-1
L-1
WC-1B-1
S-1
S-1 S-1
FCO
2"ø2"ø
1 1/2"ø 1 1/2"ø
1 1/2"ø
2"ø
3" V UP
2"ø
1 1/2"ø
2"ø
2 1/2"ø
3" VUP
2 1/2"ø
2"ø2"ø
1 1/2"ø1 1/2"ø2"ø
3" V
UP
1 1/2"ø
2"ø2"ø
1 1/2"ø
2 1/2"ø3" VUP
2"ø
1 1/2"ø
3"ø
2"ø
2 1/2"ø
1 1/2"ø
3" VUP
1 1/2"ø
3" V UP
3" V UP
2"ø2"ø
1 1/2"ø
2 1/2"ø
2"ø
4" W UP
2"ø
HP
HP
HP
1 1/2"ø
3/4" CONDENSATEDRAINS WITH INDIRECT
WASTE CONNECTION
TO NEAREST SANITARY,VERIFY LOCATION ANDROUTING IN FIELD(TYPICAL)
2"ø
2"ø
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATION
AND ROUTING IN FIELD (TYPICAL)
HP
HP
HP
HP
HP
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
3"ø
4"ø4"ø DCW3"ø DCW3"ø DHW1"ø DHWR2"ø DCW2"ø DHW1"ø DHWR1/2"ø1/2"ø
1"ø
2"ø
2"ø
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-PB1.1
PLUMBING PLAN
BLDG 'A' - LEVEL 1
BLDG 'B' - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
OA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
UNIT B-8
(1 BEDROOM)
TYPE A
UNIT B-9(2 BEDROOM)
UNIT B-10
(1 BEDROOM)
UNIT B-11
(1 BEDROOM)
UNIT B-12(1 BEDROOM)
BUILDING B
BUILDING C
BUILDING A
BUILDING G
BUILDING D
CW, HW & HWR TO BUILDINGS D & E,
SEE DRAWING DE-P1.1 FOR
CONTINUATION
1 1/2"ø
1 1/2"ø
2"ø
3" V UP & DN
2"ø
1 1/2"ø
2 1/2"ø
3" V UP & DN
2 1/2"ø
2"ø2"ø
1 1/2"ø1 1/2"ø2"ø
3" V UP& DN
1 1/2"ø
2"ø2"ø
1 1/2"ø
2 1/2"ø
3" V UP& DN
2"ø
1 1/2"ø
3"ø
2"ø
2 1/2"ø
1 1/2"ø
3" V UP& DN
3/4" CONDENSATE DRAINS WITH
INDIRECT WASTE CONNECTION TO
NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
HP
HP
HP
HP
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TO
NEAREST SANITARY, VERIFY LOCATION
AND ROUTING IN FIELD (TYPICAL)
HP
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
1 1/4"ø DHW
1 1/2"ø DCW
1/2"ø DHWR
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-PB1.2
PLUMBING PLAN
BLDG 'B' - LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
OA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.1
O1 O2 O3 O4 O5W1W2W3W4W5W6W7W8W9
L2.L
BUILDING G
BUILDING D
BUILDING B
BUILDING C
BUILDING A
UNIT A-4(1 BEDROOM)
H.C.UNIT A-5
(1 BEDROOM)
UNIT A-6(2 BEDROOM)
H.C.
UNIT B-13
(1 BEDROOM)
TYPE A
UNIT B-14(2 BEDROOM)
UNIT B-15
(1 BEDROOM)
UNIT B-16
(1
BEDROOM)
UNIT B-17
(1 BEDROOM)
1/2" C&HW &2" W DN
1" C&HW DN
3/4"ø
3/4"ø
3/4"ø
1"ø
3/4"ø
4" WDN
2"ø2"ø
2" W DN
2" W DN
4" W DN
1 1/2"ø
1 1/2"ø
2"ø
3" V UP & DN
2"ø
1 1/2"ø
2 1/2"ø
3" V UP & DN
2 1/2"ø
2"ø2"ø
1 1/2"ø1 1/2"ø2"ø
3" V UP& DN
1 1/2"ø
2"ø2"ø
1 1/2"ø
2 1/2"ø3" V UP& DN
2"ø
1 1/2"ø
3"ø
2"ø
2 1/2"ø
1 1/2"ø
3" V UP& DN
L-1
WC-1B-1
S-1
HP
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
HP
L-1
WC-1
B-1
S-1
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
HP
HP
HP
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
HP
B-1
WC-1
3/4" CONDENSATE DRAINS WITH INDIRECT WASTECONNECTION TO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD (TYPICAL)
3" VTR
1 1/2"ø
1/2"ø1/2"ø
1 1/2"ø
2 1/2"ø
1/2"ø1/2"ø
1/2"ø1/2"ø1/2"ø
2"ø
2 1/2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-PB1.3
PLUMBING PLAN
BLDG 'A' - LEVEL 2
BLDG 'B' - LEVEL 3
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
WA
L2.2
L2.A
L2.B
L2.C
L2.D
L2.E
L2.F
L2.G
L2.H
L2.J
L2.K
L2.M
L2.N
L2.1
W1 W2 W3 W4 W5 W6 W7 W8 W9
L2.L
BUILDING B
BUILDING A
UNIT B-18(1 BEDROOM)
UNIT B-19
(2 BEDROOM)
UNIT B-20
(1 BEDROOM)
UNIT B-21(1 BEDROOM)
UNIT B-22(1 BEDROOM)
ATTIC SPACE
1 1/2"ø
1 1/2"ø
2"ø
3" V UP & DN
2"ø
1 1/2"ø
2 1/2"ø
3" V UP
& DN
2 1/2"ø
2"ø2"ø
1 1/2"ø1 1/2"ø2"ø
3" V UP& DN
1 1/2"ø
2"ø2"ø
1 1/2"ø
2 1/2"ø
3" V UP & DN
2"ø
1 1/2"ø
3"ø
2"ø
2 1/2"ø
1 1/2"ø
3" V UP
& DN
3/4" CONDENSATE DRAINS WITH
INDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
HP
HP
HP
HP
3/4" CONDENSATE DRAINS WITH
INDIRECT WASTE CONNECTION TO
NEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
HP
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-1
L-1
WC-1B-1
S-1
L-1
WC-1
B-1
S-1
L-1
WC-1
B-1
S-11"ø3/4"ø1"ø3/4"ø1"ø
3/4"ø
1"ø3/4"ø
1/2"ø1/2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-PB1.4
PLUMBING PLAN
BLDG 'A' - ATTIC
BLDG 'B' - LEVEL 4
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UP
DNDN
DN
DN
DN
1
A
B
2
OA
O1 O2 O3 O4 O5
BUILDING D
UNIT D-1
(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE
WAITINGAREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESSROOM
BUILDING E
1/2"ø DCW
1/2"ø DCW
1/2"ø DHW
1" C&HW UP
1/2"C&HWUP
1/2" C&HW UP
3/4"ø
3/4"ø1/2"ø1/2"ø
1/2"ø
1/2"ø1/2"ø
1/2"ø1/2"ø1"ø DHW
1"ø DCW 1/2"ø
1/2"ø1/2"ø1/2"ø1/2"ø
FCO
2"ø WFCO
1 1/2"ø W
4"ø4"ø W4"ø W
4"ø W UP
4"ø W UP
2"ø W
2"ø
4"ø
1 1/2"ø
4"ø
4"ø W
1 1/2" W UP
4" SANITARY TO BUILDING B,SEE DRAWING ABC-P1.SBFOR CONTINUATION
LEVEL 1
1 1/2"ø
1 1/2"ø
1 1/2"ø
2"ø
2"ø
3" V UP
2 1/2"ø
2"ø2"ø
1 1/2"ø
1 1/2"ø
1 1/2"ø
2"ø
2"ø
2 1/2"ø V UP
2 1/2"ø
1 1/2"ø
2"ø
1
A
B
2
OA
O1 O2 O3 O4 O5
BUILDING D BUILDING E
UNIT D-3
(2 BEDROOM)
UNIT D-4
(1 BEDROOM)
UNIT E-2
(2 BEDROOM)UNIT E-3
(2 BEDROOM)
1 1/2"ø1 1/4"ø1/2"ø
1/2"ø1/2"ø
1 1/2"ø
1/2"ø1/2"ø1/2"ø
1" C&HW DN 3/4"ø1/2"ø1/2"ø
3/4"ø3/4"ø
1/2"ø DHWR
1"ø DHW1"ø DCW
1/2"ø1/2"ø
1/2"ø1/2"ø1/2"ø
1 1/4"ø1"ø1/2"ø1/2"ø1"ø 1 1/4"ø1/2"ø1/2" CW&HW DN
1 1/4"ø
1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø
DCW DHWDHWR
1"ø DCW1 1/4"ø DHW1/2"ø DHWR
1 1/2" CW &1 1/4" HW
4"ø W DN
4"ø W DN
1/2"ø
1 1/2"ø W
1 1/2"ø
2"ø4"ø
1 1/2" W DN
4" W DN
2" W DN
1 1/2" W DN
LEVEL 2
1 1/2" W DN
4" W DN
3" V DN&UPTO 4" VTR
1 1/2"ø
1 1/2"ø
2"ø2"ø
1 1/2"ø
1 1/2"ø
2"ø
1 1/2"ø 2"ø2"ø2"ø
2 1/2"ø2 1/2"ø
4"ø 4" VENT
TO VTR
2 1/2"ø
1 1/2"ø2"ø
2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-PB1.1
PLUMBING PLAN
BLDGS 'D' AND 'E' -
LEVEL 1 AND 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
COMMUNITY ROOM
(OPEN ABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM
(OPEN ABOVE)
1 1/2"ø
4" W TO BLDG 'C',
SEE DRAWING
ABC-PB1.SB FORCONTINUATION
4"ø
3"ø 3"ø
2 1/2"ø
2 1/2" V &
3" W UP
3"ø
3"ø
S-1
L-2
WC-2
WH-1
L-2
WC-2
3/4"ø 4"ø
1/2"ø1/2"ø
1/2"ø1/2"ø
1/2"ø3/4"ø
1/2"ø
1 1/2" CW FROM BLDG 'C',
SEE DRAWING
ABC-PB1.SB FORCONTINUATION
1 1/2" CW DN, 1" CW UPTO BOILER ROOM
LEVEL 1
FD-1
3"ø
2"ø
2"ø
2"ø
2 1/2"ø
FCO
3" W UP
BOILER
ROOM
FITNESS ROOM
BELOW
COMMUNITY
BELOW
TOILETS
BELOW
3" W DN,
2" VTR
3" FD
1" CW MAKEUP
BOILER LOOP
1" CW FILL FORSUMP TANK
LEVEL 2
SUMPTANK
1" CW
UP&DN
1"ø1"ø
1"ø
2" V FROM BELOWTO 2" VTR
ROOF
CT-1
1" CW MAKE UP TOCOOLING TOWER
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
F-PB1.1
PLUMBING PLAN
BUILDING 'F' -
LEVEL 1, LEVEL 2
AND MEZZANINE
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING
H
BUILDING G
4"ø
UNIT G-5(2 BEDROOM)UNIT G-6
(1 BEDROOM)UNIT G-7
(1 BEDROOM)
UNIT G-8
(1 BEDROOM)UNIT G-9(2 BEDROOM)
UNIT G-4
(1 BEDROOM)
UNIT G-3
(1 BEDROOM)UNIT G-2(1 BEDROOM)
UNIT G-1(2 BEDROOM)
6"ø
3/4"ø
3/4"ø
1/2"ø
3/4"ø 3/4"ø 1/2"ø1/2"ø1/2"ø
1/2"ø3/4"ø
1"ø
6"ø
3/4"ø
1/2"ø
S-1
S-1S-1
S-1 S-1
S-1S-1
S-1
S-1
WC-1
WC-1
WC-1 WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
L-1
L-1
L-1 L-1
L-1
L-1
L-1
L-1
B-1
B-1B-1
B-1B-1
B-1
B-1 B-1B-1
1/2"ø1/2"ø
1/2"ø1/2"ø
1/2"ø1/2"ø
1/2"ø1/2"ø
4" VTR
BUILDING K
2" GAS & 6" SANITARY FROM BUILDINGS C & F,SEE DRAWING ABC-P1.SB FOR CONTINUATION
SAN, CW, HW & HWR
TO BUILDINGS H & J,
SEE DRAWING HK-PB1.1FOR CONTINUATION
FCO
1/2"ø
1/2"ø
1/2"ø
1/2"ø
3/4"ø
1 1/2"ø
2"ø2"ø
3"ø 1 1/2"ø 1 1/2"ø
1 1/2"ø
1"ø
1"ø
3/4"ø3/4"ø
1/2"ø1/2"ø
3/4"ø
SIMILAR TOUNIT G-6 SIMILAR TO
UNIT G-7
1/2"ø1/2"ø
2"ø4"ø2"ø
3/4"ø3/4"ø
2"ø 2 1/2"ø 3"ø
L-1
4" VTR
6"ø
3/4"ø
2"ø2"ø
2"ø2"ø
1 1/2"ø
2"ø
HP
HP
3/4" CONDENSATE DRAINS WITH INDIRECT WASTECONNECTION TO NEAREST SANITARY, VERIFYLOCATION AND ROUTING IN FIELD (TYPICAL)
3/4"ø
HP HP
HP HP
HP
HP HP
2" GAS DN G2"ø
1 1/2"ø
2"ø
G 2"ø G
3/4"ø3/4"ø
1/2"ø1/2"ø
1 1/2"ø
2"ø
3/4"ø3/4"ø
1 1/2"ø
2"ø 2"ø
2"ø
1 1/2"ø
1/2"ø1/2"ø
3/4"ø3/4"ø
2"ø 2"ø
1 1/2"ø
2"ø
G
3/4"ø3/4"ø
1 1/4"ø
1 1/2"ø
2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
G-PB1.1
PLUMBING PLAN
BUILDING G
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
1
2 90% CONST DOCS
No.Description Date
BFPBFP
UNIT H-2
(2 BEDROOM)
METERROOM
LAUNDRY
ROOMLOBBY
BUILDING H
(2) 300 GALLONINDIRECT HOT WATER
STORAGE TANKS,
SEE 11/P3.2 FORPIPING DIAGRAM
GAS FIRED DOMESTICHOT WATER BOILER
UNIT H-1(1 BEDROOM)
BOILER AND
SPRINKLER
ROOM
JANITOR
BUILDING J
BUILDING K
TMV1
B1
ET1
AS-1
3/4"ø DHWR
1"ø DHW
6"ø W
3/4"ø3/4"ø1 1/2"ø
1 1/4"ø
UNIT K-2
(1 BEDROOM)UNIT K-4
(1 BEDROOM)
UNIT K-1
(1 BEDROOM)UNIT K-3
(1 BEDROOM)
P-1 P-2
3"ø 3/4"ø
S-1
L-1
WC-14"ø WFCO1 1/4"ø2"øFD-1
3"ø
B-1
L-1
WC-1
B-1
3/4" H&CW TO WASHING MACHINESUPPLY MANIFOLD, PROVIDELAUNDRY MATE CONNECTION FOREACH UNIT AS SCHEDULE WMF-1
WMF-1
WMF-1
3/4"ø3/4"ø
3" STANDPIPE FORWASHING MACHINEINDIRECT DRAIN
S-1
L-1
WC-1 B-1
1"ø DCW
2"ø
B-1
WC-1
L-1
L-1
L-1WC-1
WC-1
B-1
B-1
S-1
S-1
S-1
S-1
FCO
FCO
1 1/2"ø
2"ø
2 1/2"ø
4"ø W3"ø
4"ø2"ø W1 1/2"ø
1 1/2"ø
2"ø
4" VTR
2"ø
4" VTR
2"ø
1 1/2"ø
2"ø
SAN, CW, HW & HWR TOBUILDING G, SEE DRAWING
G-PB1.1 FOR CONTINUATION
V, SAN, CW, HW & HWR TOBUILDING J, SEE DRAWINGJ-PB1.1 FOR CONTINUATION
SAN, CW, HW & HWRTO BUILDINGS L & M,SEE DRAWING LM-PB1.1
FOR CONTINUATION GGG3"ø G2"ø
GHP
HP HP
HP
HP
HPHP
HP
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATION
AND ROUTING IN FIELD (TYPICAL)
1/2"ø1/2"ø
2"ø
3/4"ø
3/4"ø
1/2"ø1/2"ø
3/4"ø3/4"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
HK-PB1.1
PLUMBING PLAN
BZELDGS 'H' & 'K' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING J
UNIT J-8
(2 BEDROOM)
UNIT J-7(1 BEDROOM)
UNIT J-6
(2 BEDROOM)
UNIT J-3
(2 BEDROOM)
UNIT J-2
(2 BEDROOM)
UNIT J-1
(2 BEDROOM)
UNIT J-5
(2 BEDROOM)
UNIT J-4
(2 BEDROOM)
INV. =-6' 2 27/64"
FCO3/4"ø
1"ø
3/4"ø
1"ø 3/4"ø3/4"ø
3/4"ø3/4"ø
3/4"ø3/4"ø
3/4"ø3/4"ø
3/4"ø3/4"ø
CONTINUE
1/2"ø 1/2"ø
1/2"ø 1/2"ø
L-1
B-1WC-1
HP
L-1
B-1 WC-1 HP
S-1
S-1
L-1
L-1
HP
HP
WC-1 WC-1B-1 B-1
BUILDING H
S-1
S-1
S-1
S-1
S-1
S-14" VTR
3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)
HP
HP
HP
HP
L-1
WC-1B-1
L-1WC-1B-1
B-1
WC-1
WC-1WC-1 WC-1B-1B-1
B-1
L-1
L-1
L-1
L-1
4" VTR
4" VTR
2"ø
2"ø
3 1/2"ø
4" VTR 4" VTR
1/2"ø1/2"ø
1 1/2"ø
3"ø
3/4"ø
3/4"ø3/4"ø
3"ø
1/2"ø1/2"ø
1"ø 3/4"ø
3/4"ø
1/2"ø
1/2"ø1/2"ø
3 1/2"ø
1/2"ø1/2"ø
8"ø
1 1/2"ø
1"ø
1/2"ø
1/2"ø1/2"ø
6"ø
1"ø
3/4"ø
1"ø
6"ø
2"ø
2"ø 3/4"ø
2"ø
2"ø
3 1/2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-PB1.1
PLUMBING PLAN
BUILDING 'J' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
MAINTENANCE
OFFICE/ STORAGE
PROVIDE 1/2" H&CW AND
2" SANITARY CAPPED
FOR FUTURE CONNECTION
1" CW AND 4" SANFROM BUILDING M,SEE BELOW FORCONTINUATION
1" CW FROM BELOW,PROVIDE 3/4" H&CWTO WH-1
WH-1
2 1/2"ø
4"ø
4"ø
3/4"ø
3/4"ø
FCO
3/4"ø
3/4"ø1"ø
L-1
WC-1
HP
1 1/2"ø
2"ø
1 1/2"ø 4"ø 1/2"ø
3" VTR
3 3"ø6"ø
3/4"ø 3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø 3"ø
3"ø
3"ø
2 1/2"ø2"ø2"ø1 1/4"ø1 1/4"ø1"ø 4"ø3/4"ø
1"ø
1"ø
4"ø
6"ø
6"ø
3/4"ø 3/4"ø
3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø 3/4"ø3/4"ø
1"ø
1"ø
3/4"ø
1"ø
6"ø
3"ø
3/4"ø 3/4"ø
3/4"ø
B-1 WC-1
L-1
S-1
PLUMBING FIXTURELABEL (TYPICALFOR ALL)
4" SANITARY FROMBUILDING L, SEEABOVE FORCONTINUATION
1" CW TO BUILDING L,SEE ABOVE FORCONTINUATION
4" SANITARY, 1 1/4"
HW AND 3/4" HWR
FROM BUILDINGK. SEE DRAWINGK-P1.1 FORCONTINUATION
2" CW FROM BUILDING K.SEE DRAWING K-P1.1FOR CONTINUATION
6" SANITARY OUT,SEE SITE UTILITYPLANFOR CONTINUATION
3" CW SERVICE IN,SEE SITE UTILITYPLANFOR CONTINUATION
FIRE PROTECTIONSERVICE IN AND
BACKFLOW.
SEE DRAWING LM-FP1.1
UNIT M-6(2 BEDROOMS)
UNIT M-7(2 BEDROOMS)
UNIT M-8
(2 BEDROOMS)
UNIT M-9(2 BEDROOMS)
UNIT M-10(2 BEDROOMS)
UNIT M-11
(2 BEDROOMS)
UNIT M-5(2 BEDROOMS)UNIT M-4(2 BEDROOMS)
UNIT M-3(2 BEDROOMS)UNIT M-2(2 BEDROOMS)
UNIT M-1(1 BEDROOM)
BUILDING M
3"ø3"ø3"øG
G
G
GG L-1
WC-1B-1B-1WC-1
L-1
S-1S-1L-1
WC-1B-1B-1WC-1L-1
S-1
S-1
L-1 S-1
WC-1B-1
S-1
L-1 WC-1
B-1
S-1
L-1 WC-1 B-1
3" GAS SERVICE ANDMETER BY UTILITYCOMPANY, SEESITE UTILITY PLANFOR CONTINUATION
G
S-1
S-1
S-1
L-1
L-1
L-1
L-1
B-1
B-1
B-1B-1
WC-1
WC-1
WC-1WC-1HP
HP
HP
HP
HP
HP
HP
HP
HP
2"ø
3/4"ø
3/4"ø
2"ø
1 1/2"ø4" VTR
4" VTR
1 1/2"ø
1/2"ø1/2"ø
2"ø
3/4"ø3/4"ø
1/2"ø
2"ø 4"ø2"ø
3"ø
2"ø
1/2"ø1/2"ø 1/2"ø1/2"ø
2"ø4"ø
2"ø 2"ø 4"ø2"ø
1"ø
HP
HP
1/2"ø1/2"ø
1/2"ø1/2"ø
1/2"ø
1/2"ø1/2"ø
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-PB1.1
PLUMBING PLAN
BUILDINGS L AND M
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BURNER DATA CONTROL
1. PROVIDE COMPLETE AND OPERATIONAL PLUMBING SYSTEMS INCLUDING ALL NECESSARY MATERIAL, LABOR,
AND EQUIPMENT.
2. THE TERM "PROVIDE" SHALL MEAN FURNISH, INSTALL, CONNECT, AND MAKE OPERABLE.
3. THE TERM "INDICATED" SHALL MEAN AS SHOWN IN CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS
AND RELATED ATTACHMENTS).
4. ALL EQUIPMENT AND MATERIAL SHALL BE LABELED, LISTED, AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS
IN ACCORDANCE WITH ALL STATE AND LOCAL GOVERNING AUTHORITIES.
6. ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
7. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES AND REGULATIONS
WHICH MAY APPLY.
8. THE CONTRACTOR MAY SUBSTITUTE EQUIPMENT OF ANOTHER MANUFACTURER IF IT IS EQUAL QUALITY AND
RATING, SUBJECT TO THE OWNER'S AND ENGINEER'S REVIEW AND ACCEPTANCE.
9. THE CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S CATALOG NUMBERS WITH MANUFACTURERS FOR
CURRENT CONFIGURATIONS AND FUNCTIONS.
10. BEFORE SELECTING MATERIALS AND/OR EQUIPMENT AND PROCEEDING WITH THE WORK, INSPECT ALLAREAS TO INSURE SUITABILITY, FIT, CLEARANCES, AND INTERCONNECTIONS.
11. PLUMBING DRAWINGS, PLANS, AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW ALL INTERFERENCESAND CONDITIONS VISIBLE AND/OR HIDDEN THAT MAY EXIST. THE CONTRACTOR MUST VISIT THE JOB SITE TOBECOME FAMILIAR WITH CONDITIONS AND ASSUME RESPONSIBILITY FOR CONDITIONS THEREOF, BEFORE
BIDDING AND DURING THE CONDUCT OF WORK.
12. PROVIDE THE OWNER WITH ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.
13. ALL SOIL, WASTE AND DRAIN PIPING SHALL BE BELOW THE FLOOR ON THE PLAN ON WHICH IT ISSHOWN OR BELOW THE SLAB, EXCEPT AS OTHERWISE NOTED.
14. WATER, VENT AND OTHER SERVICE PIPING SHALL BE RUN AT THE CEILING OF THE PLAN ON WHICH IT
IS SHOWN, EXCEPT AS OTHERWISE SHOWN.
15. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION AND MOUNTING HEIGHTS OF FIXTURES AND
EQUIPMENT.
16. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS OF FIXTURES AND EQUIPMENT.
17. ALL ROOF PENETRATIONS SHALL BE BY OWNER APPROVED ROOF CONTRACTORS. COORDINATE WITHOWNER AND ARCHITECT.
CD
ST
G
1.ALL PIPE SIZES ARE FOR SUPPLY AND DRAINAGE ONLY. PLUMBING CONTRACTOR SHALL INSTALL ALL NECESSARY FITTINGS, ADAPTERS, ECT. TO MAKE FINAL CONNECTION AND COMPLETE THE INSTALLATION.
2.COTRACTOR SHALL SUPPLY CHROME SUPPLIES WITH STOPS, CHROME SEMI-CAST PRAPS, PLUMBING FIXTURE SUPPORTS, AND ANY OTHER REQUIRED TRIM FOR INSTALLATION AND PROPER OPERATION OF THE FIXTURES.
TYPE FIXTURE SOIL VENT COLD HOT MOUNT DESCRIPTION REMARKS
WC-1 WATER CLOSET 4"2"1/2"-FLOOR
L-1 LAVATORY 1 1/2"1/2"1/2"1 1/2"
S-1 KITCHEN SINK 1/2"COUNTER1 1/2"1 1/2"1/2"
FLOOR1/2"1/2"2"3" BATHTUBB-1
SYMBOLS DESCRIPTION
P-TRAP
CAP
90° ELBOW UP
90° ELBOW DOWN
BALL VALVE
CLEANOUT
FLOOR CLEANOUT
WALL CLEANOUT
SOIL OR WASTE ABOVE FLOOR OR GRADE
SOIL OR WASTE BELOW FLOOR OR GRADE
COLD WATER PIPING
VENT
CONDENSATE PIPING
HOT WATER PIPING
COUNTER
REMARKS
WADE MODEL 6004.1-NH, CAST IRON, 4" NO HUB OUTLET, BRONZE GASKETED PLUG, REVERSIBLE CLAMPING COLLAR,
ROUND FRAME, NON SLIP COVER WITH VANDAL PROOF SCREWS
FLOOR1/2"1/2"2"3"KOHLER K-193(6,7) SHOWER BASE WITH K-9132 CP SHOWER DRAIN AND WITH DELTA MONITOR 13 SERIES
SHOWER TRIM, SHOWER VALVE AND HANSGROHE CROMA C-100 SHOWER HEAD. INSTALL KHOLER LATTIS PIVOTSHOWER DOOR IN BRUSHED NICKEL FINISH (NX)
SHOWERSH-1
STORM PIPING
GAS PIPING
KOHLER CIMARRON K-3828/RA, VITREOUS CHINA, ELONGATED BOWL, CANISTER FLUSH VALVE, 1.28 GAL/FLUSH,CACHET QUIET-CLOSE SEAT, ANGLE SUPPLY WITH STOP, POLISHED CHROME TRIP LEVER.
KOHLER CANVAS UNDERMOUNT K28740 WITH K9018CP TRAP AND K15241-7-CP FAUCET WITH LOW FLOW AERATOR
TWO BAY STAINLESS STEEL SINK, ELKAY ECTC3322104 WITH DELTA 440-WE-DST FAUCET AND SIDE SPRAY. MINIMUM36" CABINET REQUIRED.
KOHLER VILLAGER BATH K-715/716, DELTA INNOVATIONS MONITOR SCALD-GUARD TUB AND SHOWERS SINGLEHANDLE VALVE R10000. INSTALL WITH HANSGROHE CROMA C100 GREEN FLOW RATE SHOWER HEAD. INSTALL CANOPYPEVA HEAVYWEIGHT MILDEW RESISTANT SHOWER CURTAIN LINER WITH HEAVY DUTY ROLLER SHOWER CURTAIN RING ONCURVED MOEN DN2155BN STAINLESS STEEL ROD. PROVIDE WALL BLOCKING AND SUBFLOOR.
S-2 SERVICE SINK 1/2"FLOOR2"1 1/2"1/2"FIAT MSB2424 WITH 8300AA FAUCET, 3/4" THREADED OUTLET WITH 5' HOSE, MOP RACK, BUCKET HOLDER
HOT WATER RE-CIRCULATION PIPING
BACKFLOW PREVENTER
CO
FCO
WCO
WASHING MACHINE SUPPLY AND WASTE SYSTEM, SINGLE LEVER SUPPLY CUTOFF, 1/2" H&CW, 2" INDIRECT WASTE
SERVING
SYMMONS/6-400 35
SYMMONS/TEMPTROL 3.2BATHROOMS
2"/2"
1/2" / 1/2"
15
15
WC-2 WATER CLOSET 4"2"1/2"-FLOOR KOHLER CIMARRON K-3828/RA, VITREOUS CHINA, ELONGATED BOWL, CANISTER FLUSH VALVE, 1.28 GAL/FLUSH,CACHET QUIET-CLOSE SEAT, ANGLE SUPPLY WITH STOP, POLISHED CHROME TRIP LEVER.
L-2 LAVATORY 1 1/2"1/2"1/2"1 1/2"WALL AMERICAN STANDARD 0355.012 WITH 2385.049 SINGLE LEVER SUPPLY WITH POPUP AND TAILPIECE, 17 GA.,ADJUSTABLE P-TRAP, FLEX SUPPLIES AND ANGLE STOPS
FLOOR CLEANOUT
ROOF DRAIN
SYMMONS LAUNDRY MATE
REMARKS
TYPESYMBOL
TMV-1
LOCATION FLOWRATE(GPM)
INLET/OUTLET SIZE PRESSUREDIFFERENTIAL(PSI)
TMV-2
MANUFACTURER/ MODEL NUMBER
DOMESTICHOT WATER
SHOWER MIXINGVALVE
DOMESTIC WATERBOILER ROOMS
1"1240AMTROL/THERM-X-TROLET-1
ACCEPTANCEFACTORMAX
TANK VOL GALMANUFACTURER/MODEL NO.SYMBOL SYSTEMCONNECTION
ET-2
DOMESTIC COLD WATER PROVIDE MATCHING LINE SIZEAIR SEPARATOR
DOMESTIC HOT WATERAMTROL/THERM-X-TROL 1"2680 PROVIDE MATCHING LINE SIZEAIR SEPARATOR
SET TEMPERATURE TO PRODUCE MAXIMUM. 110°F ATFARTHEST FIXTURE, BRASS AND BRONZE CONSTRUCTION
SET AT MAXIMUM 110°F DISCHARGE
REMARKSDESCRIPTIONSYMBOL
WOODFORD #B65-CH, FREEZELESS, VACUUM BREAKER HOSE CONNECTION, LOCKABLE CHROME BOXHOSE BIBHB-1
WADE #1103STD6, OUTLET SIZE AS INDICATED ON PLANS, CAST IRON BODY, NICKEL BRONZE STRAINER, 4" DEEP SEAL TRAPFLOOR DRAINFD-1 PROVIDE PROSET TRAP GUARD OR APPROVED EQUAL
4
3
1A
3
4B
2C
2D
2A
1D
4B
4
1B
2B
3
1 2 4
3
1 2 4
4
FCO
RD-1
WMF-1
B-1
NUMBER LOCATION TYPE
CAMUS/DR1000
MANUFACTURER/MODEL NUMBER REMARKSBOILER DATA
100095.1%940
HEATING CAPACITY (MBH)QTY
1
TYPE
(5 TO 1)
MODULATINGNATURAL GAS
FUEL HP
-
VOLT
115 1.5
AMP
MOTOR ∅
1
VOLT
115CONDENSING
A.F.U.E.INPUT OUTPUT
DOMESTIC WATER BOILER ROOMS
REFER TO ARCHITECTURAL DRAWINGS
PUMP TYPES: DS=DOUBLE SUCTION, HS=HORIZONTALMSPLIT, ES=BASE MOUNTED CENTRIFUGAL BASE SUCTION, IL=IN LINE
MODEL NUMBER
RPM
PUMPTYPE
1641 IL
FLUID
WATER
GPM
115
HEAD(FT)
40 2 1750
HP VOLT
208
PH
3
REMARKS
BOILER CIRCULATOR
MOTOR DATA
009 IL WATER 6 15 1/8 3250 115 1 HOT WATER RECIRCULATOR
MANUFACTURERSYMBOLLOCATION
P-1 DOMESTIC WATER
BOILER ROOMS TACO
P-2 TACO
2
TYPICAL FLOOR MOUNT PLUMBING
FIXTURE FIRE STOPPING DETAILS
1
TYPICAL PLUMBING PIPING
FIRE STOPPING DETAILS
DOMESTIC WATERBOILER ROOMS
SECTION A-A
A
A
SECURED TO UNDERSIDE OF FLOOR USING THE ANCHOR HOOKS PROVIDED WITH THE COLLAR. (MINIMUM 2 ANCHOR HOOKS
FOR 1-1/2 AND 2 IN. DIAM PIPES AND 3 ANCHOR HOOKS FOR 3 AND 4 IN. DIAM PIPES). THE ANCHOR HOOKS ARE TO BE
SYMMETRICALLY INSTALLED AND SECURED TO THE SURFACE OF FLOOR WITH MIN NO. 12 MIN 3/4 IN. LONG WOOD SCREWS AND
WASHERS.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC -- CP 643 50/1.5 "N , CP 643 63/2 "N , CP 643 90/3 "N OR CP 643 110/4 "N FIRESTOP COLLAR
*BEARING THE UL CLASSIFICATION MARK
2. CHASE WALL -- THE THROUGH PENETRANT (ITEM 3) SHALL BE ROUTED THROUGH A FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD
A. STUDS -- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS. B. SOLE PLATE -- NOM 2 BY 6 IN. OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED.
C. TOP PLATE -- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENINGS IS 5 IN. D. GYPSUM BOARD* -- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND
PARTITION DESIGN.
3. THROUGH-PENETRANTS -- ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. DIAM OF OPENINGS
ASSEMBLIES, THE T RATING IS 2 HR FOR 1-1/2 IN. DIAM (AND SMALLER) PIPES AND 1-1/2 HR FOR PIPES GREATER THAN 1-1/2 IN. DIAM. FOR 1
HR RATED ASSEMBLIES, THE T RATING IS 1 HR FOR 1-1/2 IN. DIAM (AND SMALLER) PIPES, 3/4 HR FOR 2 IN. DIAM PIPES AND 0 HR FOR PIPES
GREATER THAN 2 IN. DIAM. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED:
A. POLYVINYL CHLORIDE (PVC) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE
FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM
B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED
(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE OR CELLULAR
CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
D. FLAME RETARDANT POLYPROPYLENE (FRPP) PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED
(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.
4. FIRESTOP SYSTEM -- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:
A. STEEL COLLAR -- COLLAR FABRICATED FROM PRECUT 0.017 IN. THICK (28 MSG) GALV STEEL AVAILABLE FROM SEALANT
MANUFACTURER. COLLAR SHALL BE MIN 2 IN. DEEP WITH A MIN 1-1/4 IN. WIDE BY 2 IN. LONG ANCHOR TABS FOR SECUREMENT
TO FLOOR SURFACE. RETAINER TABS 1-1/4 IN. WIDE BY 3/4 IN. LONG AND LOCATED OPPOSITE THE ANCHOR TABS ARE FOLDED 90
DEG TOWARDS THE PIPE SURFACE TO MAINTAIN THE ANNULAR SPACE AROUND THE PIPE AND TO RETAIN THE FILL MATERIAL. FOR \
NOM 2 IN. DIAM (OR SMALLER) PVC AND CPVC PIPES IN 1 HR RATED ASSEMBLIES, RETAINER TAB LENGTH MAY BE REDUCED TO
1/2 IN. COLLAR SECURED TO THE SURFACE OF FLOOR WITH WOOD SCREWS AND WASHERS AT EVERY OTHER ANCHOR TAB. A NOM
1/2 IN. WIDE STAINLESS STEEL HOSE CLAMP SHALL BE SECURED TO THE COLLAR AT MID-DEPTH.
B. FILL, VOID OR CAVITY MATERIAL* -- SEALANT -- MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH
WITH TOP SURFACE OF THE FLOOR. MIN 1/2 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS FLUSH WITH THE BOTTOM SURFACE OF THE LOWER PLATE. FILL MATERIAL ALSO INSTALLED TO COMPLETELY FILL THE STEEL COLLAR.
1. FLOOR-CEILING ASSEMBLY -- THE 1 OR 2 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTEDOF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY.
THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE RATING OF THE FLOOR-CEILING AND WALL ASSEMBLIES. THE GENERAL CONSTRUCTIONFEATURES OF THE FLOOR-CEILING ASSEMBLY ARE SUMMARIZED BELOW:
A. FLOORING SYSTEM -- LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 5 IN.
B. JOISTS -- NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH END FIRESTOPPED
C. FURRING CHANNELS -- (NOT SHOWN) -- (NOT SHOWN) (AS REQUIRED) - RESILIENT GALVANIZED STEEL FURRING INSTALLED IN
ACCORDANCE WITH THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES DESIGNS IN THE FIRE RESISTANCE DIRECTORY. D. GYPSUM BOARD* -- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN, MAX DIAM OF OPENING IS 5 IN.
1.FLOOR-CEILING ASSEMBLY - THE 1 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED
OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY.THE GENERAL CONSTRUCTION FEATURES OF THE FLOOR-CEILING ASSEMBLY ARE SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* ASSPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF OPENING SHALL BE 5 IN.
B.WOOD JOISTS* - NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES ORSTRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.GYPSUM BOARD* - NOM 5/8 IN. THICK, 4 FT WIDE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
2.CLOSET FLANGE - ACRYLONITRILE BUTADIENE STYRENE (ABS) OR POLYVINYL CHLORIDE (PVC) CLOSET STUB SIZED TO ACCOMMODATE DRAIN PIPE.CLOSET FLANGE INSTALLED OVER DRAIN PIPING WITHIN FLOOR OPENING WITH FLANGE SECURED TO PLYWOOD FLOOR WITH STEEL SCREWS. ANNULAR
SPACE BETWEEN CLOSET FLANGE AND PERIPHERY OF OPENING SHALL BE 1/4 IN.
3.DRAIN PIPING - NOM 4 IN. DIAM SCHEDULE 40 ACRYLONITRILE BUTADIENE STYRENE (ABS) OR POLYVINYL CHLORIDE (PVC) DRAIN PIPE AND 90
DEGREE ELBOW FOR USE IN VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. PIPE INSTALLED CONCENTRICALLY WITHIN FIRESTOP SYSTEM.
4.FILL, VOID OR CAVITY MATERIALS* - SEALANT - MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS,FLUSH WITH THE BOTTOM SURFACE OF FLOOR.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC - CP 606 FLEXIBLE FIRESTOP SEALANT OR FS-ONE SEALANT
5.WATER CLOSET - (NOT SHOWN) - FLOOR MOUNTED VITREOUS CHINA WATER CLOSET.
L53.8597;*BEARING THE UL CLASSIFICATION MARK
(MAINTAIN FLOOR SYSTEM FIRE RATING)RUN PIPING IN JOIST AS REQURED IN AREAS ABOVE SOFFITS
THROUGH FLOORING SYSTEM MAX 1/2 IN. LARGER THAN THE OUTSIDE DIAM OF THROUGH-PENETRANT. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED
ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE T RATING IS DEPENDENT ON THE SIZE OF THE THROUGH-PENETRANT. FOR 2 HR RATED
STUD/GYPSUM WALLBOARD CHASE WALL HAVING A FIRE RATING CONSISTENT WITH THAT OF THE FLOOR-CEILING ASSEMBLY. THE CHASE WALL SHALLBE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE ULFIRERESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTIONFEATURES:
C. FIRESTOP DEVICE* -- FIRESTOP COLLAR -- AS AN ALTERNATE TO ITEM A FILLED WITH B ABOVE. FIRESTOP COLLAR SHALL BE INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. COLLAR TO BE INSTALLED AND LATCHED AROUND THE PIPE AND PLUMBING FIXTURE SCHEDULE
PLUMBING PIPING AND SYMBOLS
ELECTRICAL DATA
KW VOLT PH
TYPESYMMANUFACTURERMODEL NUMBER
ELECTRIC WATER HEATER SCHEDULE
REMARKSLOCATION
WH-1 BUILDING 'F'A.O.SMITH ECT 40 ELECTRIC 40 -21 4500 6000 5 240 1 8" DEEP 17 GAUGE WATER TIGHT PAN, WITH 3/4" DRAIN
RECOVERY INGPH @ 90°FRISE MAXIMUM
STORE INGALS.
HEAD(FT)
PLUMBING COMPONENTS SCHEDULE
WH-2
GENERAL PLUMBING NOTES
NOTES:1.PROVIDE FACTORY MOUNTED CONTROL CIRCUIT TRANSFORMER FOR STEPPING DOWN LINE VOLTAGE TO CONTROL VOLTAGE. POWER WIRING BY ELECTRICIAN, CONTROL WIRING BY MECHANICAL CONTRACTOR.
DOMESTIC HOT WATER BOILERS-BURNERS SCHEDULE
PROVIDE COMBINATION COMBUSTION AIR INTAKE ANDFLUE EXHAUST TO CONCENTRIC WALL TERMINAL KIT
THERMOSTATIC TEMPERING VALVE SCHEDULE
SCHEDULE OF PUMPS
BUILDING 'L'A.O.SMITH ECT 40 ELECTRIC 40 -21 4500 6000 5 240 1 8" DEEP 17 GAUGE WATER TIGHT PAN, WITH 3/4" DRAIN
STANDARD
ELEMENT WATTAGE
SCHEDULE OF EXPANSION TANKS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
P2.1
PLUMBING
SCHEDULES, NOTES,
SYMBOLS AND
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
4223
BACKFLOW PREVENTER, SEE DETAIL THIS SHEET
GATE VALVE (TYPICAL)
UNION (TYPICAL)
WATER METER (TYPICAL)
PRESSURE GAUGE (TYPICAL)
ADJUSTABLE PIPE SUPPORT (TYPICAL)
CHECK VALVE (TYPICAL)
SHUT OFF VALVE (TYPICAL)
EXTERIOR WALL
1" MIN.
SCH. 40 GALV. STEEL
PIPE SLEEVE (1"∅ LARGER
THAN PIPE OUTSIDE DIAMETER)
ANCHOR COLLAR
RISER CLAMP
PLUMBING ABBREVIATIONS
2 N.T.S.
TRAP GUARD
DETAIL
1 N.T.S.
FLOOR DRAIN
DETAIL
3 N.T.S.
FLOOR CLEANOUT
DETAIL
6 N.T.S.
TYPICAL PIPE HANGER DETAIL
DETAIL
10 N.T.S.
WALL PENETRATION
DETAIL
5 N.T.S.
FLOOR PENETRATION WITH
SLEEVE 8 N.T.S.
TYPICAL WATER HAMMER ARRESTOR
DETAIL
12 N.T.S.
VENT THROUGH ROOF
DETAIL
7 N.T.S.
DOMESTIC WATER SERVICE ENTRY
DETAIL
9 N.T.S.
REDUCED PRESSURE BACKFLOW
PREVENTER
11 N.T.S.
GAS SERVICE CONNECTION
DETAIL
4 N.T.S.
MAKEUP WATER
DETAIL
COLD WATER
BALL VALVE
SUPPLY MAIN
BRANCH
CLOSET OR URINALFLUSH VALVE, WATER
FIXTURE.ARE OMITTED AT EACH INDIVIDUALBE INSTALLED WHEN AIR CHAMERS
COLD WATERBRANCH
SIZE AND LOCATIONMAINS, SEE PLANS FOR
MIN.12"HOT WATERBRANCH
2. WATER HAMMER ARRESTORS MUST BE
USED WHEN WATER FLOW IS CONTROLLED
BY SOLENOID VALVE, FLUSH VALVEOR OTHER QUICK CLOSING DEVICE.
AIR CHAMBER
HOT OR COLD
SUPPLY MAIN
SUPPLYBRANCH
SINGLE FIXTURE
BRANCH
BALL VALVE
3. WATER HAMMER ARESTORS MUST
WATER HAMMER ARRESTOR
AT ALL WATER HAMMER4. PROVIDE AN ACCESS PANEL
ARRESTOR LOCATIONS.
SUPPLY
SHOWER
WATER CLOSET WITH TANK
NOTES
LAVATORY OR SINK
1. PROTECT SYSTEM AGAINST WATERHAMMER WITH MINIMUM 12" LONGFULL SIZE AIR CHAMBERS PLACED
ON EACH INDIVIDUAL SUPPLY
OF EACH FIXTURE.
BRANCH
MULTIPLE FIXTURE GROUPING WATER HAMMER ARRESTOR
DOMESTIC COLD WATER
SERVICE FROM STREET MAIN 12" TO30" AFF
2. ESCUTCHEONS
1. PIPE SLEEVES (REFER TO DETAILS 2 & 3/P3)
NOTES:
PIPE
CENTER LINE
1/2" MIN
6"
6"
NEW PIPE INSULATION12" ON EACH SIDEOF NEW HANGER SEESPECIFICATION
NEW CLEVIS HANGERSIZE AS REQUIRED
PROVIDE ADJUSTINGNUT (NOT SHOWN)JOIN INSULATION ATJOINTS WITH HEAVYDUTY TAPE WRAP.
PIPE, SEE PLANSFOR EXACT SIZEAND TYPE
SIZE SHIELD 1/2" ABOVE MINIMUM
CENTER LINE OF INSULATION TO
PREVENT INSULATION FROM
COMPRESSING
HANGER ROD SIZE
AS REQUIRED
A. PIPE SLEEVES THROUGH FIRE-RATED MASONRY PARTITIONS OR
FOUNDATION WALLS SHALL BE SCHEDULE 80 BLACK STEEL WITH
MAXIMUM OF 1/2" CLEARANCE BETWEEN SLEEVE AND PIPE.SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION OR WALL.
B. PIPE SLEEVES THROUGH FIRE-RATED STUD PARTITIONS SHALL BE #18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1" CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION.
A. ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZED ALUMINUM OR CHROME-PLATED BRASS.
B. ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAINBRASS, ALUMINUM, GALVANIZED STEEL OR CAST IRON.
C. ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNALSPRING TENSION OR SET SCREW.
FIRE-RATED MASONRY ORFIRE-RATED STUDPARTITION. SEE NOTES
PACK VOID SPACE WITH
FIRE STOPPING MATERIAL
(3M CAULK CP25 OR
EQUIVALENT)
STEEL PIPESLEEVE. SEENOTES
REQUIREDCLEARANCE.SEE NOTES
ESCUTCHEONS.SEE NOTES THIS DETAIL
AIR SEPARATOR, SEEMECHANICAL PLANS
3/4" DRAIN
CW
STRAINER
RPZ BACK FLOW PREVENTOR
POINT OF CONNECTION
1"
IN
OUT
FINISH FLOOR
DRAIN PIPING
CLEAN OUT BOX
CLEAN OUT PLUG
CLEAN OUT BOX SHALLBE INDEPENDENT OFPIPE TO ALLOWMOVEMENT WITHSETTLEMENT OF GRADEINSTALL COVERFLUSH W/ FINISHFLOOR
SHORT LENGTH
OF PIPE
FURNISHED
W/CLEAN OUT
BOX
UNDERGROUND PIPING
INSTALL PROSETTRAPGUARD (ORAPPROVED EQUALAS PER
MANUFACTURERS
INSTRCTIONS)
TYPICAL FLOOR
DRAIN. SEE DETAIL
1/P3.1 ~TILE FLOOR
CONCRETE FILL STRAINERADJUSTABLENICKLE BRONZE
THREADED, CAULKED OR
CLAMP WITHWEEP HOLES
NO-HUB CONNECTION
CEMENT BED
AT WEEP HOLESLOOSE GRAVEL
FLASHING
STRUCTURAL SLAB
WATERPROOFMEMBRANE
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CONSTRUCTION AND PITCH OF ROOF
NOTES:MIN. 12"12" MIN.
VENT STACK OR STACK VENT
INCREASER (WHEN REQUIRED)
ROOF CONSTRUCTION
INSULATION
FLEX MF/R FIELD
MEMBRNAE
HEAT WELDED SEAM
FLEX
FABRICATED
PIPE FLANGEFLEX PLATES
AND FASTENERS
STAINLESS STEEL CLAMP
FLEX APPROVED CAULKING
VENT STACK
OUTIN
DOMESTIC WATER SERVICE TO BUILDING. SEE PLANSFOR SIZE, LOCATION AND ROUTING
FIRE PROOFCAULKING TYPE3M "FIRE SEAL"OR APPROVEDEQUAL
EXISTING FLOORSTRUCTURE
FINISHED FLOOR
DESCRIPTIONABBREVIATION ABBREVIATION DESCRIPTION
EXISTING HOT WATER
EXISTING NATURAL GASEG
EHW
FCO
CO
G
FLOOR CLEANOUT
CLEANOUT
NATURAL GAS
HW
HWR
V
CW
HOT WATER
COLD WATER
VENT
WASTE
FINISHED
W
FIN.
D
FD
CEILING
VALVE
TYPICAL
FLOOR
BEHIND
ACCESS PANELA.P.
BEH
FLR
TYP.
VL.
CLG.
WHA
HB
BV
GL.VL.
VENT THRU ROOF
EXISTING
BELOW
ABOVEABV.
BEL.
EXIST.
V.T.R.
CV
GV
ESD
ESS
COMBINATION WASTE & VENT
DRAIN
FLOOR DRAIN
WATER HAMMER ARRESTER
HOSE BIBB
GLOBE VALVE
BALL VALVE
CW&V
CHECK VALVE
GATE VALVE
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
BACKFLOW PREVENTERBFP
SLEEVE ROOF CONSTRUCTIONAS REQUIRED (PROVIDE FIRERATED CAULKING WHENREQUIRED BY LOCAL CODES)
FOR CONNECTIONFLOOR DRAIN. SEE PLANS
1" DRAIN LINE
PREVENTERBACKFLOW
OUTLETINOUT
STRAINER
AIR GAP FITTING
PIPE DISCHARGE LINE
TO APPROVED RECEPTOR OR
INLET
3/4" BLOW DOWNBALL VALVE W/ 3/4"HOSE THREADCONNECTION
PIPE, SEE PLANS
FOR SIZE AND
LOCATION
BALL VALVE
PROVIDE A METALSUPPORT PLATE WHENDRAIN IS INSTALLED IN
AN EXISTING FLOOR -
CAULK AROUND DRAIN
PRIOR TO RE-GROUTING
SUPPLYTO TENANT
GRADE
TEE WITH BUSHING10 PLUG
TEE WITHBUSHING AND 10PLUG
GAS PRESSURE
REGULATOR
INSULATING UNION
TEE WITH
BUSHING AND 10
PLUGGAS COCK
(TYPICAL)ANODELESS RISER
BUTT WELDEDSERVICE TEE
CAST IRON
EXTENSION TYPE
SERVICE BOX
GAS MAIN
HOT TAP VALVE
SWING JOINT OUTLET
(POLY)SERVICESHUT-OFF VALVE WITH50 SQ. OPERATING NUT
HOT WATER RECIRCULATION
SS-1 SERVICE SINK
S-1 SINK
L-1 LAVATORY
WATER CLOSETWC-1
WATER HEATERWH-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
P3.1
PLUMBING DETAILS
AND ABBREVIATIONS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
TYPICAL BUILDING 'B'
SANITARY RISER DIAGRAM
AQ
FLOW
STRAINER(TYP.)
1.
FIXEDSHOWERHEAD
36"
8
L-1 WC-1
B-1
2"
2"2"
2"
L-1
2"
2"
WC-12"
2"
B-1
2"
L-1
2"
2"
WC-12"
B-1
2"
L-1
2"
2"
WC-12"B-1
2"
2"
4"
4"
4"
VTR
2"
2"
2"
4"
4"
4"
T
SHUT-OFF VALVE (TYP.)
THERMOMETER 3" FACE (TYP.)
UNION (TYP.)
VOLUME CONTROL VALVE
UNION (TYP.)
HOT WATER SUPPLY
THERMOSTATICTEMPERING VALVE
INTEGRAL CHECK
STOPS (TYP.) WITH
REMOVABLE STRAINERCARTRIDGE
140°F WATER TOPOT SINK
120° F TEMPEREDWATER TO FIXTURES
COLD WATER SUPPLY TFFO
OCLDOHALL BRONZE, IN-LINE CIRCULATOR PUMP WITH FLANGED CONNECTIONSPROVIDED BY PLUMBING CONTRACTOR, WIRED BY ELECTRICALCONTRACTOR. REFER TO PUMP SCHEDULE FOR ADDITIONAL NFORMATION
CHECK VALVE (TYP.)
TO WATER
HEATER
FLOW
PLUG VALVE (TYP.)
PIG TAIL (TYP.)
DIAL TYPE PRESSURE
GAUGE (O-100 PSIG)
TIMECLOCK FOR CONTROL OF PUMP (WHEREREQUIRED BY CODE) PROVIDED BY PLUMBINGCONTRACTOR, WIRED BY ELECTRICALCONTRACTOR. SEE NOTE #1
DIRECT ACTING AQUASTAT FORCONTROL OF PUMP (WHEREREQUIRED BY CODE) PROVIDEDBY PLUMBING CONTRACTOR,WIRED BY ELECTRICALCONTRACTOR. SEENOTE #1.
TO WATERHEATER
BALL OR LUG
BUTTERFLY VALVE
(TYP.)
REDUCING TEE (OR TEST PLUG FOR
INSERTION OF GAUGE)
CIRCULATING PUMP GENERAL NOTES:
THE DOMESTIC WATER RE-
CIRCULATION PUMP SHOULD RUN
CONTINUOUSLY TO PREVENT TOGROWTH OF LEGIONELLA BACTERIAIN THE PIPE RUNS. THIS PUMPSHOULD BE EXCLUDED FROMENERGY CONSERVATIONMEASURES. REFER TO OSHATECHNICAL MANUAL, SECTIONSECTION II, CHAPTER 7. AQUASTAT AND TIMECLOCK SHALL NOTBE PROVIDED UNLESS SPECIFIEDBY LOCAL CODEOFFICIAL IN WRITING.
1 N.T.S.
DOMESTIC HOT WATER CIRCULATING PUMP
DETAIL
1 1/2" VENT UP INWALL FROM DRAIN.
1/2" H & CW, RUN
ABOVE CEILING TO
SHOWER VALVE.
1 1/2" VENT, RUN ABOVE
CEILING TO BRANCH OR
MAIN VENT SYSTEM.
40"
A.F.F.
APPROX.
6" MIN.8" MAX.
1/2" TEMPERED WATERTO SHOWER HEAD AND
HAND SPRAY
P-TRAP
3" WASTE, BURIED, TO
BRANCH OR MAIN WASTE
SERVICE.
FINISHED SHOWER FLOOR
DETAIL NOTE:
FLOOR DRAIN
SHOWER MIXING VALVE.MOUNT VALVE INSIDEOF SHOWER ENCLOSURE.SET VALVE SET POINTAT 110°F MAXIMUM.
TUB /
SHOWERENCLOSURE
SHOWER HEAD/HAND SPRAYDIVERTER VALVE(IN SHOWER ENCLOSURE)
TUB SPOUT WITH
DIVERTER
TUB SPOUT DIVERTER VALVE
(IN SHOWER ENCLOSURE)
REFER TO ARCHITECTURAL
DRAWINGS AND ADA
REQUIREMENTS FOR FIXTURE
MOUNTING REQUIREMENTS
4
TYPICAL TUB/SHOWER PIPING
INSTALLATION DETAIL - ACCESSIBLE TYPE
FLOOR CONSTRUCTION
FINISHED FLOOR
STORM LEADER SIZEAS PER DWG.CAULKING& HOT POURPJ COMPOUND
X.H.C.I. PIPE SIZE
AS PER DWG.
C.I. TEE BRANCHCLEANOUT SIZEAS REQ.
2 N.T.S.
TYPICAL STORM LEADER
DETAIL
CAST IRON TEEBRANCH CLEANOUT
SIZE: AS NOTEDON DRAWING
JOSAM 8770(SATIN FINISH)ACCESS DOOR,WITH CASTBRASS CLEANOUTPLUG DOOR TO BEALIGNED BOTHVERTICALLY &HORIZONTALLYWITH MASONRYSCOURS
3
CLEANOUT ACCESS DOOR
ON WALL DETAIL
MAY EXTEND ASWASTE OR VENT
PLUGGED TEEWITH CLEANOUT
CHROME WALLPLATE ANDSCREW
WALL
1/8 BEND -CI SOIL PIPE
BALANCE OFPIPING SAME ASCLEANOUT TOGRADE
FLOOR SLAB
5 N.T.S.
WALL CLEANOUT
DETAIL
2" CW SUPPLY
P&T RELIEF VALVEPIPED TO DRAIN PERCODE (TYPICAL)
THERMOMETER
THERMOSTATIC WATER
CONTROLLERSYMMONS TEMPCONTROL 5-1000A-PWVWITH SPARE RC CARTRIDGECOORDINATE / CONFIRM VALVESELECTION WITH OWNER
2" CW
THERMOMETER
120° TEMPERED WATER
TO SHOWERS, LAVS, ETC.
1"
CIRCULATING PUMP
3" HW
CW SUPPLY TO FIXTURES
2" CW
BACKFLOW PREVENTERS
PER LOCAL CODES (TYPICAL)
3"
1" CW
DOMESTIC WATEREXPANSION TANK
INDIRECT DOMESTIC HOT WATER
STORAGE TANK (TYPICAL FOR 2)
NOTES :
MIN. 30" SQUARE 2 1/2" LB TO 4 LB LEAD FLASHING. SET ON FINISHEDROOFING FELTS IN MASTIC. PRIME TOP SURFACE BEFORE STRIPPING
MEMBRANE PLIES METAL FLASHING AND FLASH-IN PILES EXTEND UNDER CLAMPING
RING. STRIPPING MEMBRANE EXTENDS 4" BEYOND EDGE OF FLASHING SHEET BUT
NOT BEYOND EDGE OF SUMP.
ROOF INSULATION(TAPER 24" TODRAIN)
LEAD FLASHING
DECK CLAMP
STRIPPING FELTS
CLAMPING RING
STRAINER
10 N.T.S.
ROOF DRAIN
DETAIL
7 N.T.S.
THERMOSTATIC MIXING VALVE (TMV-1) PIPING
DETAIL
1"
B-1
ET-1
RECIRCULATING PUMP
DOMESTIC HOT
WATER BOILER
11 N.T.S.
SCHEMATIC DOMESTIC HOT WATER PIPING
DIAGRAM
HOT WATER RECIRCULATION
ET-2
TMV-1
6 N.T.S.
IN-LINE PUMP
DETAIL
PRESSURE GAUGE (TYPICAL)
GATE VALVE
STRAINER WITH BLOW DOWN VALVE
DIRECTION OF FLOW
IN-LINE CIRCULATOR PUMP
UNION (TYPICAL)
PIPE HANGERS - PROVIDE DOUBLEDEFLECTION NEOPRENE (TYPE HN) FORFIRST TWO ON EACH SIDE OF PUMPSUPPORT PUMP BY PIPING ONLY
CHECK VALVE
BALANCING VALVE
LONGITUDINAL BRACING
PIPE HANGEROR SUPPORT
ADJUSTABLE HALF HINGE
ROD STIFFENERMAY BEREQUIRED
ROD STIFFENER
ALL THREADED ROD
CLEVIS HANGER
PIPE SLEEVE
ADJUSTABLE HINGE
CHANNELTRANSVERSE BRACE(9'-4" (2.8M) MAX. LENGTH)
1 (Min.)
2 MAX
1 MIN
CLEVIS HANGER TRANSVERSE BRACING
ADJUSTABLE HINGETRANSVERSE BRACE
CHANNELTRANSVERSEBRACE(9'-4" (2.8M)
MAX. LENGTH)
40 FEET ON CENTER
CHANNEL-SIZE AS REQUIRED
CHANNEL
LONGITUDINAL
BRACE
(9'-4" (2.8M)
MAX. LENGTH)
4"(101mm)
APPROVED SPLITSTEEL HANGER
PIPE STRAPS
TRANSVERSE BRACE(9'-4" (2.8M) MAX. LENGTH)
1
ADJUSTABLE HINGE
ROD STIFFENER
LONGITUDINAL BRACES(9'-4" (2.8M) MAX. LENGTH)
ALL THREADED ROD
6'-0" MAXSUPPORTING STRUCTURE EXPANSION ANCHORSHOWN FOR EXAMPLE
2 MAX1 MIN
1 (Min.)
SUPPORTING STRUCTURE
2 MAX
1 MIN
9 N.T.S.
SEISMIC RESTRAINT FOR SUSPENDED
PIPING
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
P3.2
PLUMBING DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
BUILDING D
BUILDING B
(LEVEL 1)BUILDING C
BUILDING G
BUILDING A
(LEVEL 1)
UNIT A-1
(2 BEDROOM)
UNIT A-2
(1 BEDROOM)
UNIT B-3
(1 BEDROOM)TYPE 'A'
UNIT B-4
(2 BEDROOM)
UNIT B-5
(1 BEDROOM)
UNIT B-6
(1 BEDROOM)
UNIT B-7
(STUDIO)
UNIT A-2(2 BEDROOM)
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.1
FIRE PROTECTION
PLAN BLDGS 'A', 'B', 'C'
- LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
UNIT B-8
(1 BEDROOM)
TYPE A
UNIT B-9(2 BEDROOM)
UNIT B-10
(1 BEDROOM)
UNIT B-11
(1 BEDROOM)
UNIT B-12(1 BEDROOM)
BUILDING B
BUILDING C
BUILDING A
BUILDING G
BUILDING D
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.2
FIRE PROTECTION
BLDGS 'A', 'B', 'C' -
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
BUILDING G
BUILDING D
BUILDING B
(LEVEL 3)BUILDING C
BUILDING A
UNIT A-4
(1 BEDROOM)
H.C.
UNIT A-5
(1 BEDROOM)
UNIT A-6
(2 BEDROOM)
H.C.
UNIT B-13
(1 BEDROOM)
TYPE A
UNIT B-14
(2 BEDROOM)
UNIT B-15
(1 BEDROOM)
UNIT B-16
(1 BEDROOM)
UNIT B-17
(1 BEDROOM)
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.3
FIRE PROTECTION
PLAN BLDGS 'A', 'B', 'C'
LEVEL 3
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
BUILDING B
(LEVEL 3)
BUILDING A
(ATTIC LEVEL)
UNIT B-18
(1 BEDROOM)
UNIT B-19
(2 BEDROOM)
UNIT B-20
(1 BEDROOM)
UNIT B-21
(1 BEDROOM)
UNIT B-22
(1 BEDROOM)ATTIC SPACE
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.4
FIRE PROTECTION
BLDGS 'A', 'B', 'C' -
LEVEL 4
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
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11/01/2017
16-063
SPRINKLER
MAIN TO
CONNECTWITH MAINBELOW
No.Description Date
UNIT B-1
(2 BEDROOM)TYPE A
UNIT B-2
(2 BEDROOM)
UNIT C-3(2 BEDROOM)
TYPE A
UNIT C-4(2 BEDROOM)
TYPE A
ELEVATOR
BUILDING B
(LEVEL B)
BUILDING C
(LEVEL 2)
BUILDING A
(CRAWL SPACE)
BUILDING G
BUILDING D
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.B
FIRE PROTECTION
PLAN BLDG A-CRAWL
SPACE BLDG B -
LEVEL B BLDG C -
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
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11/01/2017
16-063
No.Description Date
UP
UP
UNIT C-1
(2 BEDROOM)UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICAL
METER
ROOM
MAINTENANCEROOM
BOILER
ROOM
SPRINKLER
ROOM
BUILDING B
(LEVEL SB)
BUILDING C
(LEVEL 1)
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
ET2
AS2
B1
ET1
TMV1
P1
P2
6"ø
SPRINKLER BACKFLOWAND RISER VALVES
SPRINKLER SERVICE IN
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-FP1.SB
FIRE PROTECTION
PLAN BLDG 'B', 'C' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
UP
DNDN
DN
DNDN
DN
BUILDING D
LEVEL 1
UNIT D-1
(2 BEDROOM)
UNIT D-2
(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE WAITINGAREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESS
ROOM
BUILDING E
LEVEL 1
SPRINKLER MAINUP FROM 1STLEVEL
SPRINKLER MAIN
UP FROM 1ST
FLOOR
BUILDING D
LEVEL 2
BUILDING E
LEVEL 2
UNIT D-3
(2 BEDROOM)
UNIT D-4
(1 BEDROOM)
UNIT E-2(2 BEDROOM)
UNIT E-3
(2 BEDROOM)
SPRINKLER
MAIN UP TO 2ND
LEVEL
SPRINKLERMAIN UP TO 2NDLEVEL
A B
D E
C F
G H J
K
L M
NORTH
SITE KEY PLAN
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-FP1.1
FIRE PROTECTION
PLANS BLDGS 'D', 'E' -
LEVEL 1 & 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
No.Description Date
COMMUNITY ROOM (OPENABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM (OPEN
ABOVE)
TOILET
SPRINKLER MAINUNDERGROUND
FROM BUILDING "C"
BUILDING F
LEVEL 1
SPRINKLER MAINTO 2ND LEVEL
1" VALVE FOR
ELEVATOR PIT
SPRINKLER
1" VALVE. SIDEWALLSPRINKLER DOWNTO ELEVATORPIT AT 2'-0" FROMABOVE FLOOR
BOILER ROOM
FITNESS ROOM BELOW
COMMUNITY BELOW
TOILETS BELOW
BUILDING F
2ND LEVEL
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
F-FP1.1
FIRE PROTECTION
PLANS BLDG 'F' -
LEVELS 1 & 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
SPRINKLER MAIN
FROM 1ST LEVEL
1" VALVE
UPRIGHT SPRINKLER
AT TOP OF ELEVATOR
SHAFT
No.Description Date
UNIT G-5(2 BEDROOM)
UNIT G-6
(1 BEDROOM)UNIT G-7
(1 BEDROOM)
UNIT G-8
(1 BEDROOM)
UNIT G-9(2 BEDROOM)
BUILDING K
BUILDING H
BUILDING G
UNIT G-4
(1 BEDROOM)
UNIT G-3
(1 BEDROOM)UNIT G-2
(1 BEDROOM)
UNIT G-1
(2 BEDROOM)
BUILDING G
(CRAWL SPACE)
SPRINKLER MAINUP TO LEVEL 1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
G-FP1.1
FIRE PROTECTION
PLANS - BUILDING 'G' -
CRAWL SPACE AND
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
Author
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
SPRINKLER MAINDOWN TOCRAWL SPACE
No.Description Date
UNIT H-1(1 BEDROOM)
UNIT H-2(2 BEDROOM)
METER
ROOMLAUNDRY
ROOM
BOILER AND
SPRINKLER
ROOM
JANITOR
LOBBY
BUILDING H
BUILDING J
BUILDING KUNIT K-2(1 BEDROOM)
UNIT K-4(1 BEDROOM)
UNIT K-1(1 BEDROOM)
UNIT K-3(1 BEDROOM)
BUILDING G
BUILDING M
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
HK-FP1.1
FIRE PROTECTION
PLANS BLDGS 'H' & 'K' -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING J
UNIT J-8(2 BEDROOM)
UNIT J-7(1 BEDROOM)
UNIT J-6(1 BEDROOM)
UNIT J-3(2 BEDROOM)
UNIT J-2(2 BEDROOM)
UNIT J-1(2 BEDROOM)
UNIT J-5(2 BEDROOM)
UNIT J-4(2 BEDROOM)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-FP1.1
FIRE PROTECTION
PLAN BLDG 'J' - LEVEL
1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
MAINTENANCE
OFFICE/ STORAGE
SPRINKLER MAINFROM M BUILDING
UNDERGROUND
SPRINKLER MAINTO L BUILDING
SPRINKLER SERVICE IN
WITH BACKFLOW AND
RISER VALVES
UNIT M-1
(1 BEDROOM)
UNIT M-2
(2 BEDROOM)
UNIT M-3(2 BEDROOM)
UNIT M-4
(2 BEDROOM)
UNIT M-5(2 BEDROOM)
UNIT M-11
(2 BEDROOM)
UNIT M-10
(2 BEDROOM)
UNIT M-9(2 BEDROOM)UNIT M-8(2 BEDROOM)
UNIT M-7(2 BEDROOM)UNIT M-6(2 BEDROOM)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-FP1.1
FIRE PROTECTION
PLANS BLDGS 'L' & 'M'
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2017
16-063
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
FS TS
FIRE PROTECTION LEGEND
OS&Y WITH TAMPER SWITCH
UPRIGHT SPRINKLER
CONCEALED PENDENT SPRINKLER HEAD
FIRE SERVICE
WET SYSTEM SPRINKLER PIPING
INSPECTOR'S TEST STATION
FIRE DEPARTMENT CONNECTION (WALL MOUNTED)
CAPPED OR PLUGGED PIPE
REDUCER PIPE
ELBOW DOWN
FLOW SWITCH ALARM
TAMPER SWITCH ALARM
ELBOW UP
CHECK VALVE
PRESSURE SWITCH ALARM
PENDENT SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
HOSE VALVE
WET VALVE
COMBINATION SPRINKLER PIPING
OS&Y WITH TAMPER SWITCH
F
DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL
COMB. SPR.
THE CONTRACTOR SHALL RECEIVE APPROVAL
OF THE OWNERS INSURANCE CARRIER, LOCAL
FIRE MARSHALL AND LOCAL BUILDING OFFICIALPRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEHYDRAULIC CALCULATIONS AND DETAILED LAYOUT
OF PIPING, PIPE SIZES AND SPRINKLER HEAD
LOCATIONS IN ACCORDANCE WITH THE LATESTEDITION OF NFPA 13 AND ITS INTERPRETATIONS.
ADD SEISMIC BRACING TO SPRINKLERSYSTEM AS REQUIRED TO MEET CURRENT
NFPA AND BUILDING CODES
SPRINKLER SYSTEM HYDRAULICALLY DESIGNED
TO PROVIDE 0.10 GPM PER SQUARE FOOTOVER THE MOST REMOTE 1500 SQUARE FOOTAREA WITH A 100 GPM ALLOWANCE FOR ATOTAL COMBINED INSIDE AND OUTSIDE HOSESTREAMS. SPRINKLER HEAD SPACING AT 225SQUARE FEET MAXIMUM. SPRINKLERTEMPERATURE RATING OF 135°F TO 170°FMAXIMUM WITH 1/2" ORIFICE.
FIRE PROTECTION ABBREVIATIONS
PROVIDE COMPLETE AND OPERATIONAL FIRE PROTECTION SYSTEMS INCLUDING ALL NECESSARY MATERIAL, LABOR, ANDEQUIPMENT.
THE TERM "PROVIDE" SHALL MEAN FURNISH, INSTALL, CONNECT, AND MAKE OPERABLE.
THE TERM "INDICATED" SHALL MEAN AS SHOWN IN CONTRACT DOCUMENTS (DRAWINGS SPECIFICATIONS AND RELATEDATTACHMENTS).
THE TERM "REMOVE" SHALL MEAN TO DISCONNECT, REMOVE AND LEGALLY DISPOSE OF, IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL REGULATIONS
ALL EQUIPMENT AND MATERIAL SHALL BE LABELED, LISTED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS INACCORDANCE WITH ALL STATE AND LOCAL GOVERNING AUTHORITIES.
ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS WHICH MAYAPPLY.
THE CONTRACTOR MAY SUBSTITUTE EQUIPMENT OF ANOTHER MANUFACTURER IF IT IS OF EQUAL QUALITY AND RATING,
SUBJECT TO THE OWNER'S AND ENGINEER'S REVIEW AND ACCEPTANCE.
THE CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S CATALOG NUMBERS WITH MANUFACTURERS FOR CURRENT
CONFIGURATIONS AND FUNCTIONS.
FIRE PROTECTION PLANS, AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONSVISIBLE AND/OR HIDDEN THAT MAY EXIST. THE CONTRACTOR MUST VISIT THE JOB SITE TO BECOME FAMILIAR WITHCONDITIONS AND ASSUME RESPONSIBILITY FOR CONDITIONS THEREOF, BEFORE BIDDING AND DURING THE CONDUCT OF
WORK.
ALL APARTMENTS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY WITH 225 SQ FT. MAX BETWEEN SPRINKLERS. VIKINGVK605 16X20 EXTENDED COVERAGE SIDEWALL SPRINKLERS WERE USED IN APARTMENTS WERE INDICATED.
BEFORE SELECTING MATERIALS AND/OR EQUIPMENT AND PROCEEDING WITH THE WORK, INSPECT ALL AREAS TO INSURE
SUITABILITY, FIT, CLEARANCES, AND INTERCONNECTIONS.
PROVIDE THE OWNER WITH ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.
PROVIDE SHOP DRAWINGS INCLUDING BUT NOT LIMITED TO "AS-BUILT" DRAWING LAYOUTS OF EQUIPMENT & PIPING.
SPRINKLER PIPING SIZES INDICATED ARE BASED ON PIPING SCHEDULE METHOD FOR BASIS OF PRICING PURPOSESONLY. CONTRACTOR STILL RESPONSIBLE FOR HYDRAULIC CALCULATIONS.
COORDINATE SPRINKLER HEAD LOCATION WITH OWNER, TENANT FIT-UP DRAWINGS & NEW & EXISTING CEILING GRIDS.
GENERAL FIRE PROTECTION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
FS
TS
P
GENERAL LAYOUT REQUIREMENTS:
SEISMIC REQUIREMENTS
LIGHT HAZARD OCCUPANCY
FS FLOW SWITCH ALARM
TS TAMPER SWITCH ALARM
CV CHECK VALVE
FIRE PROTECTION SERVICEFP
D DRAIN
SPR SPRINKLER PIPING
ABBREVATION DESCRIPTION
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
ELEVATIONELEV
DN DOWN
FIRE DEPARTMENT CONNECTIONFDC
U.O.N.UNLESS OTHERWISE NOTED
HOSE RACK
SP STANDPIPE
H.R.
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
FP2.1
FIRE PROTECTION
LEGENDS, NOTES AND
ABBREVIATIONS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2017
16-063
No.Description Date
1 NOT TOSCALE
HANGER
DETAIL
2 NOT TOSCALE
WALL/FLOOR PENETRATION
DETAIL
NOT TOSCALE
TRENCHING
DETAIL6
4 NOT TOSCALE
TEST CONNECTION
DETAIL
NOT TOSCALE
FOUNDATION WALL PENETRATION
DETAIL3
NOT TOSCALE
SIDEWALL SPRINKLER
DETAIL9
NOT TOSCALE
CONCEALED PENDENT SPRINKLER
DETAIL8
5 NOT TOSCALE
SEISMIC PIPE HANGING
DETAILS
NOT TOSCALE
FIRE PROTECTION SERVICE ENTRY
DETAIL7
NOT TOSCALE
UPRIGHT SPRINKLER
DETAIL10
11 NOT TOSCALE
FLOOR MAIN CONTROL
DETAIL
4"
1. PIPE SLEEVES
FIRE RATED MASONRY OR
FIRE RATED STUD PARTITION.
SEE NOTES.
PACK VOID SPACE WITH FIRESTOPPING MATERIAL (3MCAULKCP25 OR EQUIV.)
STEEL PIPE SLEEVE. SEE NOTES
ESCUTCHEONS. SEE NOTES
PIPE SLEEVES THROUGH FIRE-RATED MASONRY PARTITIONSSHALL BE SCHEDULE 80 BLACK STEEL PIPE. SLEEVE
SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION OR
WALL.
PIPE SLEEVES THROUGH FIRE-RATED STUD PARTITIONS SHALL
BE #18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1"
CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALLBEEQUAL IN LENGTH TO DEPTH OF PARTITION.
A.
NOTES:
REQUIREDCLEARANCE.SEE NOTES.
B.
ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZEDALUMINUM OR CHROME PLATED BRASS.
ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAINBRASS, ALUMINUM, GALVANIZED STEEL OR CAST IRON.
ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNAL
SPRING OR SET SCREW.
C.
B.
2. ESCUTCHEONS
A.
HANGER ROD SIZE AS REQUIRED
EXACT SIZE AND TYPEPIPE, SEE PLANS FOR
(NOT SHOWN)PROVIDE ADJUSTING NUT
AS REQUIREDNEW BAND OR CLEVIS HANGER
NOTE: TIE DRAIN LINESTOGETHER WITH CHECK VALVESAS REQUIRED AND ROUTE TODISCHARGE AT FLOOR DRAIN
DRAIN TO FLOOR DRAIN
ACCESSIBLE LOCATION
TEST VALVE IN READILY
CONCRETE SPLASH BLOCK
GRADE
45° ELL
EXTERIOR WALL
FIRST FLOOR
SECOND FLOOR
FINISHED FLOOR
PIPE STAND AS REQUIRED
AIR GAP FITTING
PIPE STAND AS REQUIRED
TS TS
FS
TS
FLOW SWITCH
ANCHOR COLLAR / 2"WATER STOP/CONTINUOUSLYWELDED ON BOTH SIDES
STEEL WALL SLEEVE
WALL
FOUNDATION WALL
PENETRATION (TYPICAL)
BASEMENT
4X3 REDUCER
CEILING
1" ELBOW
1" ARM OVER AS REQUIRED
1" DROP NIPPLE AS REQUIRED
1" X 1/2" REDUCER
ADJUSTABLE HALF HINGEROD STIFFENER
ALL THREADED ROD
CLEVIS HANGER
PIPE SLEEVE
ADJUSTABLE HINGE
(9'-4" (2.8M) MAX. LENGTH)
TRANSVERSE BRACECHANNEL
1 (Min.)
1 MIN2 MAX
CLEVIS HANGER TRANSVERSE BRACING
TRANSVERSE BRACEADJUSTABLE HINGE
(9'-4" (2.8M) MAX. LENGTH)TRANSVERSE BRACECHANNEL
CHANNEL-SIZE AS REQUIRED
(9'-4" (2.8M) MAX. LENGTH)LONGITUDINAL BRACE
CHANNEL
(101mm)
STEEL HANGERAPPROVED SPLIT
PIPE STRAPS
(9'-4" (2.8M) MAX. LENGTH)TRANSVERSE BRACE
ADJUSTABLE HINGE
ROD STIFFENER
(9'-4" (2.8M) MAX. LENGTH)LONGITUDINAL BRACES
ALL THREADED ROD
SUPPORTING STRUCTURE
SHOWN FOR EXAMPLEEXPANSION ANCHOR
1 MIN
2 MAX1 (Min.)
SUPPORTING STRUCTURE
1 MIN
2 MAX
1
FS
TS
TO STANDPIPE SYSTEM #B
SMOOTH BORE CORROSIONRESISTANT (GALVANIZED PIPING)OUTLET GIVING FLOW
EQUIVALENT TO ONE SPRINKLER
HEAD
FROM END OFREMOTE BRANCH LINE
APPROVED TYPE WETPIPE ALARM CHECKVALVE WITH TRIM
4" OUT TO FIRE
DEPARTMENT CONNECTION
BRANCH LINE
OR MAIN
NEW CONCEALEDSPRINKLER
ROUTE HUB DRAIN
TO FLOOR DRAIN
O.S.&Y. GATE VALVE WITHMONITOR SWITCH
APPROVED TYPEBACKFLOW PREVENTER
CHECK VALVE
WITH AUTO BALL DRIP
FIRE SERVICE
WITH TIE RODS
UPRIGHT SPRINKLER HEAD
SPRINKLER MAIN
OUTLET TEE 1" CLOSE NIPPLE
TO COMBINATIONSTANDPIPE/WET SYSTEM#A
1
1/4"
INDICATING TYPE FLOORMAIN CONTROL VALVE WITHTAMPER SWITCH
6" COMBSPR./STANDPIPERISER
2" DRAIN
RISER
TO SPRINKLERSYSTEM
"TESTMASTER" ALARM TEST MODULE
PRESSURE GAUGE
WATERFLOW SWITCH
SPRINKLER MAIN
GREEN - SEWER
ORANGE - COMMUNICATIONSYELLOW - GAS, OILRED - ELECTRICAL
BLUE - WATER
WARNING TAPE (COLOR)
COLOR OF TAPE
BELOW GRADE SEE NOTES FOR
NOTES:
BEDDING (TYPICAL)
COMPACTED SAND
PLASTIC WARNING TAPE 12"
GRAVEL BACKFILL
PIPE, SEE PLAN FOR SIZE
EXISTING GRADE, SEEPLANS FOR TYPE, REFER
TO NOTES FOR DETAILS
6"
6"
54" MINIMUM
12"±
18" MIN
ALL DIMENSIONS ARE MINIMAL ACCEPTABLE QUANTITIES.
1" DEEP SAWCUTOF EXISTING
PAVEMENT OR
CONCRETE TRENCH EXCAVATION SHALL CONSIST OF THE REMOVALOF ALL MATERIALS, EXCAVATION, TRENCH WALLSUPPORTS, DEWATERING, TEMPORARY STREAM ORGROUNDWATER DIVERSION: SATISFACTORY DISPOSAL OFALL SURPLUS OR UNSUITABLE MATERIAL: BACKFILL ANDCOMPACTION NECESSARY FOR THE CONSTRUCTION OFTHE WORK AT THE LOCATIONS AND TO THE DIMENSIONSAS SHOWN ON THE CONTRACT DRAWINGS OR ASDIRECTED BY THE ENGINEER.
WHEN EXISTING PAVEMENT HAS BEEN REMOVED,REPLACE WITH SAME TYPE AND THICKNESS OFPAVEMENT AND SUBBASE. IF EXCAVATION IS WITHINGRASS AREA, DISTURBED AREAS SHALL BE REPAIREDWITH SEED. IF EXISTING CURB IS DAMAGED ORREMOVED, REPLACE WITH SAME TYPE OF CURB TODIMENSIONS OF EXISTING CURB. IF CONCRETE WALKSARE DISTURBED REPLACE WITH CONCRETE TO MATCHEXISTING THICKNESS.
PRESSURE PLATE
BOLT
ELASTOMERIC SEAL ELEMENT
1" CLOSE NIPPLE (TYPICAL)
SPRINKLER BRANCH
1" X 1/2" REDUCER (TYPICAL)
SIDEWALL SPRINKLER (TYPICAL)
WALL
SOFFIT, FOR ADDITIONAL
DETAIL REFER TO
ARCHITECTURAL PLANS
LONGITUDINAL BRACING
OR SUPPORTPIPE HANGER
ROD STIFFENER MAY BE REQUIRED
40 FEET ON CENTER
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE, CT
1 90% CONST DOCS 11/1/16
2 90% CONST DOCS 10/31/17
3 95% CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
FP3.1
FIRE PROTECTION
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RMS
11/01/2017
16-063
No.Description Date
33BUILDING D
BUILDING B
BUILDING C
BUILDING G
BUILDING A
UNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)
UNIT B-3(1 BEDROOM)
TYPE 'A'
UNIT B-4(2 BEDROOM)
UNIT B-5(1 BEDROOM)
UNIT B-6
(1 BEDROOM)
UNIT B-7(STUDIO)
UNIT A-2(2 BEDROOM)
B
BB
C
C
B
B
B
C
TPB3 - 3
TPB3 - 10
TPB3
TPB4
TPB5
E
BB
B
B B
C
C
TPB4 - 10
TPB4 - 3
B
B
B
C
TPB5 - 10
C C
C
E
B
B B
TPB6 - 10TPB6 - 3
C
E
B
B
B
TPB7
C
TPB7 - 10
TPB7 - 3
C
E
TPB5 - 3
TPB6
A
A
A
A
AAA
C C
C
C
C C C
C
C
E
E
E
B
B
B
B B B B B
BB
B
B B B
B
B
TPA1
TPA2
TPA2
TPA1 - 3
TPA1 - 10
TPA2 - 3
TPA2 - 10 TPA2 - 3
TPA2 - 10
XE
XE
XE
XE
XE
XE
XE
XE
EM
EM
EM
HPB1 - 26
HPB1 - 26
A
A
TYP B1 AND A1 CORRIDOR LTG
EM
XF
A
XF
XF
XF
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.1
ELECTRICAL
LIGHTING PLAN
BLDGS A-B-C
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UNIT B-8
(1 BEDROOM)TYPE A
UNIT B-9(2 BEDROOM)
UNIT B-10(1 BEDROOM)
UNIT B-11(1 BEDROOM)
UNIT B-12(1 BEDROOM)
BUILDING B
BUILDING C
BUILDING A
BUILDING G
BUILDING D
C
C
C C
C
C CBE
E
E
E
TPB11
TPB8
TPB9
TPB10
TPB12
A
A
B
B
B
B
B
B B
B
B
BB
B
A
B
B B
B
BB
C
C
B
C
A
A
B
B
C
C
C
C TPB12 - 3TPB12 - 10
TPB11 - 10TPB11 - 3
TPB10 - 3
TPB10 - 10
TPB9 - 10TPB9 - 3
C
TPB8 - 3
TPB8 - 10
XE
XEC
EM
EM
HPB1 - 27
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.2
ELECTRICAL
LIGHTING PLAN
BLDGS A-B-C
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING G
BUILDING D
BUILDING B
BUILDING C
BUILDING A
UNIT A-4(1 BEDROOM)H.C.
UNIT A-5(1 BEDROOM)UNIT A-6(2 BEDROOM)
H.C.
UNIT B-13(1 BEDROOM)TYPE A
UNIT B-14(2 BEDROOM)
UNIT B-15(1 BEDROOM)
UNIT B-16(1 BEDROOM)
UNIT B-17(1 BEDROOM)
C BE
B B
B
C
TPB17 - 10
TPB17
C C
C
E
B
B B
TPB16 - 10TPB16 - 3
TPB16
C
B
B
B
C
TPB15 - 10
C
E TPB15 - 3
TPB14
BB
B
B
C
C
TPB14 - 3
E
B
TPB14 - 10
B
BB
C
C
B
C
B
B
C
TPB13 - 3
TPB13 - 10
TPB13
A
A
AAAAA
A
C
C C
C
C C
E
E
E
B
B B
B
B B B
BB
B B
B
B
TPA4
TPA6
TPA5C
TPA4 - 10
TPA4 - 3 TPA5 - 10
TPA5 - 3 TPA6 - 10
TPA6 - 3
XEXE
EM
XEC
XE
EM
EM
A
A
HPB1 - 28
HPB1 - 28
CORRIROR LIGHTINGON THIS LEVEL A&B TO HPB1CIRCUIT 28 B
C
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.3
ELECTRICAL
LIGHTING PLAN
BLDGS A-B-C
LEVEL 3
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
UNIT B-18(1 BEDROOM)
UNIT B-19(2 BEDROOM)
UNIT B-20
(1 BEDROOM)
UNIT B-21(1 BEDROOM)
UNIT B-22(1 BEDROOM)
ATTIC SPACE
C BE
B B
B
C TPB22 - 3TPB22 - 10
TPB22
TPB21CC
C
E
B
TPB21 - 10TPB21 - 3
B
B
B
TPB20 - 10
C
E TPB20 - 3
E
TPB19
BB
B
C
C
TPB19 - 10
TPB19 - 3
B
BB
C
C
B
C
B
B
C
TPB18 - 3
TPB18 - 10
TPB18
TPB20
CB
A
A
A
A
A
XEC
XE
EM
EM
HPB1 - 28
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.4
ELECTRICAL
LIGHTING PLAN
BLDGS A-B-C
LEVEL 4
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UNIT B-1(2 BEDROOM)
TYPE A
UNIT B-2(2 BEDROOM)
UNIT C-3(2 BEDROOM)TYPE A
UNIT C-4(2 BEDROOM)TYPE A
ELEVATOR
BUILDING B
BUILDING CBUILDING A
BUILDING G
BUILDING D
A
A
A
A
A
C
C
CC
C
C
C
C
C
B
B
B
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
C
TPC4
TPC4 - 10
TPC4 - 3
TPC3
C
C
TPC3 - 10
TPC3 - 3
TPC4 - 10
TPB1
TPB2
TPB2 - 10
TPB2 - 3
C C C C C
TPB1 - 3
TPB1 - 10
XE
XE
XE
XE
XEC
HPB1 - 25
HPB1 - 25
TYP OF CORRIDOR LIGHTING ON BB
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.B
ELECTRICAL
LIGHTING PLAN
BUILDINGS B-C
LEVEL B
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UP
UP
UNIT C-1(2 BEDROOM)
UNIT C-2
(2 BEDROOM)
STAIR 2
ELECTRICALMETER ROOM
MAINTENANCE ROOM
BOILER ROOMSPRINKLER ROOM
BUILDING B BUILDING C
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
B
TPC1
TPC2
E B
B
B B
E
B
B
B
B
B
TPC4
C
B
TPC2 - 10
TPC2 - 3
TPC1 - 3
A
AAA
A
A
A
C
C C C
C
C
C C C
HPB1 - 24
HPB1 - 24
XE
XE XE
XE
XEXE
TPC1 - 10
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EL1.SB
ELECTRICAL
LIGHTING PLAN
BUILDINGS B-C
LEVEL SB
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
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NORTH
SITE KEY PLAN
No.Description Date
GFIGFIGFI
GFI
FF
GFI
GFIGFIGFIFF
F
J GFIJGFI
GFIGFIGFIJGFIS
FF
S
S J S
S
GFIGFI GFIGFI
J
GFI
J
S
S
GFI
GFIGFIGFIGFI
JGFI
GFIGFI
GFIGFIJ
GFIGFIGFI GFI
GFIJ GFIGFIJ
J
FFFF
GFI
J
S
S
S S
TV
TV
TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
S
S
TV
TV
BUILDING D
BUILDING B
LEVEL 1 BUILDING C
BUILDING G
BUILDING A
LEVEL 1
UNIT A-1(2 BEDROOM)
UNIT A-2(1 BEDROOM)
UNIT B-3(1 BEDROOM)TYPE 'A'
UNIT B-4
(2 BEDROOM)
UNIT B-5(1 BEDROOM)
UNIT B-6(1 BEDROOM)
UNIT B-7(STUDIO)
UNIT A-2(2 BEDROOM)
TPB7
TPB7 - 3
TPB4 - 1
TPB4 - 2
TPB4 - 3
TPB4 - 14
TPB4 - 4
TPB4 - 9
TPB4 - 7
11
1
TPA2 - 1
2
2
2 TPA2 - 2
TPA2 - 3
4
TPA2 - 4
5
5
4
TPA2 9
TPA2 - 9
TPA2 - 5
TPA2 - 6,8
TPA2 - 7
TPA2 - 11,13
KEF
2
HP1
TPA2 - 12 HPB1 - 17
HPB1 - 17
HP1
TPA1 - 1
1 1
1 1
TPA1 - 22
2
2
2
TPA1 - 3
4
TPA1 - 4
5
5
TPA1 - 5
TPA1 - 6,8
TPA1 - 7
TPA1 - 9
TPA1 - 11,13
HP1 TPA2
2
2
5
1
1
TPA2 - 1
TPA2 - 2
TPA2 - 3
4
TPA2 - 4
5
TPA2 - 5
TPA2 - 6,8TPA2 - 7
TPA2 - 9
TPA2 - 11,13
14
1414
TPA2 - 14
22 1
1
11
2
TPB7 - 1
TPB7 - 4
4
TPB7 - 5
TPB7 - 6,8
TPB7 - 7
TPB7 - 9
HP6
TPB7 - 11,13
TPB6
1 1
1
TPB6 - 1
22 2
2
TPB6 - 2
TPB6 - 3
HP1
4
4
4
55
TPB6 - 6,8
TPB6 - 7TPB6 - 9
TPB6 - 11,13
55
TPB4 - 5
4
4
11
1
2 2
2
14
14
HP6
TPB5
1
1 1
2
2
2
HP6
TPB5 - 2
TPB5 - 3
4
4
55
TPB5 - 6,8
TPB5 - 7
TPB5 - 9
TPB5 - 11,13
TPB5 - 5
14
TPB4 - 6,8
TPB4 - 11,13
TPB4
TPB3
1
11
1
TPB3 - 1
2
2
22
TPB3 - 2
4
TPB3 - 3
55
5
TPB3 - 5
TPB3 - 6,8
TPB3 - 7
4
TPB3 - 9
1
TPB3 - 4
HP2
TPB3 - 11,13
TPA2 - 12
TPA2 - 15
TPA1
TPA1 - 12
14
14
14
14
TPA1 - 14
TPA1 - 15
EF
KEF
1
TPB5 - 1
TPB5 - 4
S/CO
S/CO
S/CO
S/CO
S/CO
1A
*
1A
*
1A
*
1A
*
FAAP
HPB-19
EF-1
1A
*
1A
*
HPB1 - 17
1A
*
S/CO
S/CO
S/CO
1A
*
INDICATED CIRCUIT # INASSOC. APARTMENTTENANT. PANEL (TP) TYP
2
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
CONCEPT
90% CONSTRUCTION
DOCUMENTS 1/8" = 1'-0"
ABC-EP1.1
ELECTRICAL
POWER PLAN
BLDGS A-B-C -
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
GFI
J GFIJ
FF
S
GFI
GFI
GFIGFIJ
GFIGFIGFIGFIGFI
J
GFIGFIGFI GFI GFI
GFIJ
S
S S
S
S
TV
TV
TV
TV
TV
TV
TV
TV TV
TV
TV
UNIT B-8(1 BEDROOM)TYPE A
UNIT B-9(2 BEDROOM)
UNIT B-10(1 BEDROOM)
UNIT B-11(1 BEDROOM)
UNIT B-12(1 BEDROOM)
BUILDING B
LEVEL 2 BUILDING
BUILDING A
BUILDING
BUILDING
TPB9
TPB9 - 1
1
1
1
TPB9 - 2
2
2
2
TPB9 - 3
54
4
5
5
TPB9 - 5TPB9 - 6,8
TPB9 - 7
TPB9 - 9
TPB9 - 11,13
HP6
14
14
14
TPB9 - 14
TPB10
1
1
1TPB10 - 1
2
4
TPB10 - 4
5
5
TPB10 - 6,8
TPB10 - 7
2
TPB10 - 2
TPB10 - 4
TPB10 - 11,13
HPB1 - 18
18
2
1
2 2
2
TPB8 - 2
TPB8 - 3
44
5 5
TPB8 - 6,8
TPB8 - 7
TPB8
TPB8 - 4
5
5
2
1
11
1
TPB8 - 9
TPB10 - 5
TPB10 - 9
TPB11
1
1
1
TPB11 - 1
22
2 TPB11 - 2
TPB11 - 3
4
4TPB11 - 4
TPB10 - 3
TPB11 - 5
5
TPB11 - 6,8
TPB11 - 7
TPB11 - 9
TPB11 - 11,13
1
1
1
TPB12 - 1
2
2
2
2
TPB12 - 2
TPB12 - 3
4
TPB12 - 4
5
TPB12 - 5
TPB12 - 6,8
TPB12 - 7
4
TPB12
TPB12 - 95
TPB12 - 11,13
TPB8 - 11,13
1A
*
1
1
1
1
1
S/CO
S/CO
S/CO
S/CO
S/CO
1A
*
1A
*
HP
1A
*
HP
HP
HP
1A
*
1A
*
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EP1.2
ELECTRICAL
POWER PLAN
BLDGS A-B-C -
LEVEL 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
GFIGFIGFIJ
GFI GFIJ
FFGFIGFI
GFI GFI
GFIGFIS
S
SJ
F
GFI GFI GFI
GFIGFIGFI
J
GFIGFIGFIGFIJ
GFI GFIGFIGFIS
S
S
S
S
S
S
J
S
GFIGFIGFIGFIGFI
J
S
S
SS
S
GFIGFIGFI GFI GFI
GFIS
S
J
GFI GFIGFIGFIS S
J
TV
TV
TV
TV
TV
TV
TVTV
TV
TV
TV
TV
TV
TV
TV TV TV
TV
BUILDING G
BUILDING D
BUILDING B
LEVEL 3 BUILDING C
BUILDING A
LEVEL 2
UNIT A-4(1 BEDROOM)H.C.
UNIT A-5(1 BEDROOM)
UNIT A-6(2 BEDROOM)H.C.
UNIT B-13
(1 BEDROOM)TYPE A
UNIT B-14(2 BEDROOM)
UNIT B-15(1 BEDROOM)
UNIT B-16
(1 BEDROOM)
UNIT B-17(1 BEDROOM)
HP2
TPB14
1
1
1
TPB14 - 1
2
2
2
2
TPB14 - 3
TPB14 - 2
4
TPB14 - 4
5
5
TPB14 - 5
TPB14 - 6,8
TPB14 - 7
TPB14 - 9
TPB14 - 11,13
TPB14 - 14
14 14
14
TPB15
1
11
1
TPB15 - 1
2
2
TPB15 - 3
4
TPB15 - 4
5
5
TPB15 - 5
TPB15 - 6,8
TPB15 - 7
TPB15 - 2
TPB15 - 9
TPB15 - 11,13
HP1
TPA6
TPA6 - 1
1
1
12
2
2
TPA6 - 2
TPA6 - 3
TPA6 - 4
4
5
5
TPA6 - 6,8
TPA6 - 7
TPA6 - 11,13
TPA6 - 9
14
14
14
14
KEF
TPA6 - 12
HPB1 - 19
19
HP1
TPA4
TPA4 - 1
1
1
1
2
2
2TPA4 - 2
TPA4 - 3
44
TPA4 - 4
TPA4 - 5
TPA4 - 6,8
TPA4 - 7
TPA4 - 9
TPA4 - 11,13
HP1
TPA5
TPA5 - 1
11
1
TPA5 - 2
2
2
2
TPA5 - 3
4
4
TPA5 - 4
5
TPA5 - 5
TPA5 - 6,8
TPA5 - 7
TPA5 - 9
TPA5 - 11,13
TPB17
<unnamed>
1
1
1
TPB17 - 2 2
2
22
TPB17 - 3
4 TPB17 - 4
TPB17 - 5
4
5
TPB17 - 6,8
TPB17 - 7
HP2
2
TPB17 - 9
TPB17 - 11,13
HP2
TPB16
1
1
1
1
2 2
2
TPB16 - 2
TPB16 - 3
4
4
4
TPB16 - 4
5
TPB16 - 6,8TPB16 - 5
TPB16 - 7
TPB16 - 9
TPB16 - 11,13
TPB13
TPB13 - 1
1
11
1
2 2
2
2
2
TPB13 - 2
TPB13 - 3
TPB13 - 4
44
55TPB13 - 5
5
TPB13 - 6,8
TPB13 - 7
TPB13 - 9
HP2
TPB13 - 11,13
HP2
1
19
1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EP1.3
ELECTRICALPOWER
PLAN BLDGS A-B-C
- LEVEL 3
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
GFI
J
GFIGFIGFI GFI GFI
GFIS
S
J
GFI GFIGFIGFIS
S
J
GFIS
GFIGFIGFIGFIGFI
J
S
S
S
S S
J
GFI
F F
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
BUILDING
BUILDING
BUILDING B
LEVEL 4 BUILDING
BUILDING A
BUILDING
UNIT B-18(1 BEDROOM)
UNIT B-19
(2 BEDROOM)
UNIT B-20(1 BEDROOM)
UNIT B-21(1 BEDROOM)
UNIT B-22(1 BEDROOM)
ATTIC SPACE
KEF
TPB19
1
1
TPB19 - 11
2
TPB19 - 2
2
2
TPB19 - 3 4
TPB19 - 4
55
TPB19 - 6,8
TPB19 - 7
TPB19 - 5
TPB19 - 9
TPB19 - 12
TPB19 - 11,13
14 14
14
TPB19 - 14
TPB18 - 1
1
11
1
2 2
2
2
2
TPB18 - 3
TPB18 - 2
55
444
TPB18 - 6,8
TPB18 - 9
1
1
1
25
TPB22 - 3
4
TPB22 - 44
5
TPB22 - 6,8
HP6
2
TPB22 - 9
1
11
TPB20 - 1
2
TPB20 - 6,8
TPB20 - 5
TPB21 - 2
TPB21 - 3
2
TPB21 - 4
TPB21 - 6,8
TPB21 - 7
TPB18 - 4
TPB18 - 5 TPB18 - 7
TPB18
TPB18 - 11,13
TPB20
1
2
2
TPB20 - 2
TPB20 - 3
4
4
5 5
TPB20 - 7
TPB20 - 9
TPB20 - 11,13
TPB21
1
11TPB21 - 1
2
2
4 4 5 5
TPB21 - 9
10
TPB21 - 11,13
TPB22
TPB22 - 1 TPB22 - 2
2
2
5
TPB22 - 7
10
TPB22 - 11,13
HPB1 - 20
20
HPB1 - 29
ERV2 IN BATTIC
HP IN B ATTIC
HPB1 - 30,32
HP6
HP6
HP6
HP6
1
1
1
1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EP1.4
ELECTRICAL
POWER PLAN
BLDGS A-B-C -
LEVEL 4
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
FF
FF
J
GFIGFIGFIGFIGFIGFI
GFIGFIGFIGFIGFIGFIGFIGFIGFIGFI
GFIGFI GFIJ
J
J
GFI GFIJ
J GFIGFIS S S
SS
S
S
TV
TV
TV
TV
TV TV
S
S
S
S
S
S
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
MMMMUNIT B-1(2 BEDROOM)TYPE A
UNIT B-2(2 BEDROOM)
UNIT C-3(2 BEDROOM)TYPE A
UNIT C-4(2 BEDROOM)TYPE A
ELEVATOR 1
BUILDING B
LEVEL B
BUILDING C
LEVEL 2BUILDING A
CRAWL SPACE
BUILDING G
BUILDING D
HPB1 - 5
HPB1 - 6 HPB1 - 7
HPB1 - 8
HPB1 - 9,11 HPB1 - 13,15HPB1 - 10,12
HPB1 - 14,16
TPC4
TPC4 - 1
1
11
TPC4 - 22
2
2
2
TPC4 - 3
44
TPC4 - 4
5
5 TPC4 - 6,8
TPC4 - 7
TPC4 - 9
TPC4 - 11,13 TPC4 - 14
14
14
EF-1
TPB2
TPB1
TPC3
HP-2
2 2
TPB2 - 2
2
2 TPB2 - 1
1
1
114
14
14
TPB2 - 14
TPB2 - 4
TPB2 - 9
TPB2 - 5TPB2 - 7
TPB2 - 6,8
TPB2 - 11,13
554
4
TPB2 - 312
TPB1 - 2
TPB1 - 1
TPB1 - 5
TPB1 - 7
TPB1 - 4
TPB1 - 6,8
TPB1 - 3
2
2 2 2
2
5
5
5
4
4
1
1
114
14
14
TPB1 - 14
TPB1 - 11,13
12
TPC3 - 1
TPC3 - 4
TPC3 - 14
TPC3 - 2
TPC3 - 7
TPC3 - 3
TPC3 - 6,8
TPC3 - 9
TPC3 - 5
2
2
2
2
14
14
14
14
1
1
1
5
TPC3 - 11,134
4
4
4
HPB1 - 4
HPB - 12,14,16
ERV-1 HP-5
HPB1 - 22 HPB1 - 21,23
TPC4 - 12
TPC4 - 15
TPC3 - 12
EF-1 HP
EF-1
HP
EF
1A
*
1A
*1A
*
1A
*1A
*
1A
*
TPB1 - 9
S/CO
S/COS/CO
S/CO
HPB1 - 33
DENOTES CIRCUIT # FOR RECEPTACLEOUTLETS IN ASSOCIATED APARTMENTSTENANT PANEL
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EP1.B
ELECTRICAL
POWER PLAN
BLDGS B-C -
LEVEL B
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
UP
UP GFIGFIGFI
FF
GFIF F FFF F
FFFFFFFF
FFGFIGFIGFIGFI
J
GFI GFI
GFI GFI
GFI
GFIJ
S
S
S
S
J
TV
TV
TV
TV
TV
UNIT C-1(2 BEDROOM)
UNIT C-2(2 BEDROOM)
STAIR 2
ELECTRICALMETER ROOM
MAINTENANCE ROOM
BOILER ROOM
SPRINKLER ROOM
BUILDING B
LEVEL SB
BUILDING C
LEVEL 1
BUILDING A
(ABOVE)
BUILDING D
BUILDING G
TPC1
TPC1 - 1
TPC2
TPC2 - 1
TPC2 - 14
TPC2 - 3
TPC1 - 2
TPC1 - 3
TPC1 - 14
HPB1 - 1
HPB1 - 2
HPB1 - 3
AUTOMATIC TRANSFER SWITCH(ATS1)GENERATOR DS(GDS1)
MAIN DEVICE W/MCB SQUARE D EZM 31000 CBU 1000 AMP,208V/120V/3D/4W, FED FROMUTILITY TRANSFORMER SEE
SHEET E2.2
HPB1 HPB
TPC1 - 9
TPC1 - 5
TPC1 - 11,13
TPC1 - 12
TPC1 - 4
TPC1 - 7 TPC2 - 5
TPC2 - 9 TPC2 - 4
TPC2 - 6,8
TPC2 - 7
TPC2 - 12
TPC2 - 11,13
TPC2 - 15
HP
EF
EF-1
TPC1 - 15
TPC1 - 6,8
HPB1 - 31
HPB - 13,15,17
BRANCH DEVICE, 6 METER SOCKET. RINGLESS
WITH HORN BYPASS & 100 AMP CB, MODEL EZMH316(TYP OF 6) PLUS A 3 METER SOCKET COLUMN
H1
HPB - 2
SECURITY HEAD END
RACK - SEE SECURITYDWGS
S/CO
S/CO
P1
P2
B1
1B
TS
FS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
ABC-EP1.SB
ELECTRICAL
POWER PLAN
BLDG B-C - LEVEL
SB
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
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NORTH
SITE KEY PLAN
No.Description Date
UP
DNDN
DN
DNDN
DN
BUILDING D
UNIT D-1(2 BEDROOM)
UNIT D-2(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE
WAITINGAREA
HC LAV.
JAN.
MECH'L
CONFROOM
FITNESSROOM
BUILDING E
B
B B
B
B
B
B
B
B
C
C
C
C
E
E
C
D
TPD1 - 10
TPD1 - 3
TPD2 - 3
TPD2 - 10
HPE - 9
C
C
E
HPE
HPE - 11
HPE - 10
XE
XE
XE
XE
XE
EM
C
C
C
C
HPE - 9
HPE - 9
XE
BUILDING D BUILDING E
UNIT D-3(2 BEDROOM)
UNIT D-4(1 BEDROOM)
UNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)
TPD4
C
B
B
CB B
C C
B
B
TPD3
TPD3 - 3
TPD3 - 10
C
TPD4 - 3
C C
B
TPD4 - 10
D
D
B
B
B
B
B
B
B
B B
B
TPE3
C C
CC E
TPE3 - 3
C
CC
D
TPE2 D
D
TPE2 - 10TPE2 - 3
TPE3 - 10
HPE - 9HPE - 9
EM
EM
EM
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-EL1.1
ELECTRICAL
LIGHTING PLAN
BLDGS D-E -
LEVELS 1 AND 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
A
B
D E
C F
G H
J
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NORTH
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No.Description Date
UP GFIGFIGFIS S S
SJS
J
F F
FF
FF
FF
TV
TV
TV
TV
TV
DNDN
DN
DNDN
DN GFIJGFIJ
FFFF
GFI
J
S
S
S S S
S
S
SS
FF
GFI
J
GFI
TV
TV
TV
TV
TV
TV TV
TV
TV
BUILDING D
UNIT D-1(2 BEDROOM)
UNIT D-2(1 BEDROOM)
RECEPTION
OFFICE
KITCHEN
OFFICE WAITINGAREA
HC LAV.
JAN.
MECH'L
CONF
ROOM
FITNESSROOM
BUILDING E
HPE
HPE - 1
1
1
1 1
2
2
2
2
2
HPE - 2
3
HPE - 3
HPE - 4
HPE - 5
5
7
HPE - 7
HPE - 8
HP1
TPD1
TPD2
TPD1 - 11
1
1
2
2
222
TPD1 - 3
4
9
TPD1 - 4
5
TPD1 - 5
TPD1 - 6,8
TPD1 - 7
4
TPD1 - 2
TPD1 - 11,13
14
14
14 TPD1 - 14
11
1
1
TPD2 - 1
2
2
2
TPD2 - 2
TPD2 - 3
TPD2 - 4445
TPD2 - 6,8
TPD2 - 7
TPD2 - 9
5
TPD2 - 5
10TPD2 - 11,13
HPE - 12,14
HPE - 13,15TPD1 - 12
TPD1 - 15
TPD2 - 15
TPD2 - 12
H2
HPE - 16
SECURITY HEADEND RACK
HPE - 17
H3 SECURITY HEAD END RACK
BUILDING D BUILDING E
UNIT D-3
(2 BEDROOM)
UNIT D-4(1 BEDROOM)
UNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)
TPE3
TPE3 - 1
TPE3 - 2
TPE3 - 3
TPE3 - 4
TPE3 - 5TPE3 - 6,8
TPE3 - 7
TPE3 - 9
2 2
2
5 5
5
14
14
14
TPE3 - 14
TPE3 - 11,13
HP1
TPE3 - 12
1
1
1
1
TPD4 - 11,13
TPD4
1
1
1
1 TPD4 - 2
2
2
2
TPD4 - 4
TPD4 - 5
TPD4 - 9
TPD4 - 7
4
5
TPD4 - 3
5TPD4 - 5
TPD4 - 6,8
TPD4 - 12
TPD3
1
1
1 TPD3 - 1
TPD3 - 2
2 2
2
2
TPD3 - 3
4
4
TPD3 - 4
TPD3 - 55
TPD3 - 6,8
TPD3 - 7
TPD3 - 9
TPD3 - 11,13
14 14
14
TPD3 - 14
TPE2
1
1
1
TPE2 - 1
2
2
2
2
TPE2 - 2
TPE2 - 3
44
TPE2 - 6,8
5
5TPE2 - 5
TPE2 - 7
TPE2 - 9 TPE2 - 4
4
TPE2 - 11,13
10
TPD4 - 15
TPD3 - 15TPD3 - 12
TPE2 - 12 TPE2 - 15
TPE3 - 15
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
DE-EP1.1
ELECTRICAL
POWER PLAN
BLDGS D-E -
LEVELS 1 AND 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
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SITE KEY PLAN
No.Description Date
COMMUNITY ROOM
(OPEN ABOVE)
KITCHENETTE
JANTOILET
FITNESS ROOM
(OPEN ABOVE)
TOILET
C C
CC
CC
C
C
E E
CC
HPF - 31
TO LTG ABOVE
TO LTG ABOVE
BOILER ROOM
FITNESS ROOMBELOW
COMMUNITY BELOW
TOILETSBELOW
A A
AA
A A
AA
A A
C C
C
C
HPF - 31
HPF
TO SWITCH BELOWTO SWITCH BELOW
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
F-EL1.1
ELECTRICAL
LIGHTING PLANS
BLDG F - LEVELS 1
AND 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
GFIGFI GFI GFI GFI
GFIGFIGFIFFF F
FFFFCOMMUNITY ROOM(OPEN ABOVE)
KITCHENETTE
JAN
TOILET
FITNESS ROOM(OPEN ABOVE)
TOILET
HPF - 20
HPF - 22
HPF - 23 HPF - 24
HPF - 25
HPF - 21
HPF - 32,34,36
ELEVATOR 2
BOILER ROOM
FITNESS ROOMBELOW
COMMUNITY BELOW
TOILETSBELOW
2' - 3"
P6
P5
B1 B2
P1 P2
HPF - 1,3,5 HPF - 2,4,6
VFD
VFD
HPF - 7,9,11 HPF - 8,10,12
P3 P4
HPF - 14,16,18
HPF - 13,15,17
HPF - 19
HPF
HP
HPF - 27,29
H4
HPF - 33
SECURITY HEAD END RACK
HPF - 26,28,30
CT-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
F-EP1.1
ELECTRICAL
POWER PLANS
BLDG F - LEVELS 1
AND 2
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
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No.Description Date
3 333
33BUILDING K
BUILDING H
BUILDING G
B
B
B B
BB BB
B
C
C
E
CC
C
B B B B
E
E E E
E
E
C C
C
E
B
B
EC
B
TPG9
TPG9 - 10 TPG9 - 3
TPG8
TPG7
TPG8 - 3
TPG8 - 10
TPG7 - 3
TPG6 - 10
TPG5 - 3
TPG6
TPG5
TPG2 TPG1
TPG3
TPG4
TPG6 - 3
TPG3 - 10
TPG4 - 10
TPG1 - 10TPG2 - 10
TPG3 - 3
XE
EM EM
UNIT G-5(2 BEDROOM)
UNIT G-6(1 BEDROOM)
UNIT G-7(1 BEDROOM)
UNIT G-8(1 BEDROOM)UNIT G-9(2 BEDROOM)
UNIT G-4(1 BEDROOM)
UNIT G-3
(1 BEDROOM)
UNIT G-2(1 BEDROOM)
UNIT G-1(2 BEDROOM)LAUNDRYROOM
UNIT G-9
(1 BEDROOM)
TPG7 - 10
TPG5 - 10
TPG2 - 3
TPG1 - 3
TPG4 - 3
D
B
B
B1
B
BB
B
DB
B
B
D C
B
B
D
B
B
B B
B
B1
D
B
D
B B
D
B
BDB
B B
D
B
A
A
A
A A A A XEC
A
XEC A
A
A
A
A A
B
B
B
B
B
B
TPK2
B
B
TPK4
BB
B
A
A
A
HPH1 - 20
G
G
G
G
D
TPH1D
TPH1 - 10
E C
C
E
D
C E
TPK4 - 10
HPH1 - 20
XF
XF
XF
XF
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
GH-EL1.1
ELECTRICAL
LIGHTING PLAN
BUILDING 'G' AND
'H'
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
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NORTH
SITE KEY PLAN
No.Description Date
S
S
GFI
F F
FFGFIGFIGFIJ
GFI
J
GFIGFIJ
GFI GFI GFIGFIJ
GFI
GFIGFI GFI
GFI
GFIGFI GFIGFI
J
J GFIGFI
JGFIGFI GFIJ
J
S
S
GFI GFIGFIGFI
GFI
GFIGFIGFIGFIGFIJ GFIFFFF
FF
GFI
GFI
GFI GFIGFI
S
S
S
S
S
S
S
S
S
S
S
FFMM
TV
TV
TV
TVTV
TV
TV
TV TV
MM
TV TV
M
TV
MTVTV
TV
TV MMMMMMTV
TV
TVMTV
TV TV
TV
TV MM
M
M
TV
J
M
TV BUILDING K
BUILDING H
BUILDING G
TPG6
2
2
14
2 1
TPG6 - 3 4
TPG6 - 4
5 5
TPG6 - 5
TPG6 - 6,8
TPG6 - 7
TPG6 - 11,13
TPG4
2
2
TPG4 - 3TPG4 - 5
TPG4 - 4
TPG4 - 6,8
TPG4 - 7
TPG4 - 9
TPG4 - 11,13
4 4
55
TPG1
2
2
2
TPG1 - 4
4
4
5
TPG1 - 7
TPG2
2
2
TPG2 - 2
TPG2 - 3
4 4
TPG2 - 4
5
TPG2 - 5
TPG2 - 6,8
TPG2 - 7 TPG2 - 11,13
HP
HP
HP
HP
TPG7
2TPG7 - 2
4
5
5
5
TPG7 - 6,8
TPG7 - 7TPG7 - 5 TPG7 - 9
TPG7 - 3
TPG7 - 11,13
TPG8
TPG8 - 3
4
TPG8 - 2
5
TPG8 - 6,8
TPG8 - 7
TPG8 - 9
TPG8 - 11,13
2
TPG4 - 2
TPG3 - 3
TPG3 - 44 5TPG3 - 7
TPG3 - 9
TPG3 - 11,13
TPG9 2
2 2
TPG9 - 3
4
TPG9 - 4
5
TPG9 - 6,8
TPG9 - 7 TPG9 - 9
TPG9 - 11,13
TPG5
TPG5 - 1
TPG5 - 3
1
1
2
2
2
4
4
TPG5 - 5
5TPG5 - 6,8
TPG5 - 9
5
TPG5 - 12
TPG5 - 4
TPG5 - 7
TPG5 - 11,13
TPG5 - 2
HP
HP
HP
HP
HP KEF KEF
KEF
KEF
EF-1
EF-1
EF
EF
EF-1
EF
EF
KEF
12
12
12
TPG3 - 12
TPG9 - 12
TPG7 - 12
TPG8 - 12
TPG7 - 12
TPG2 - 12
TPG2 - 12
12HPH1 - 18
114
14
141
4UNIT G-5
(2 BEDROOM)
UNIT G-6(1 BEDROOM)
UNIT G-7(1 BEDROOM)
UNIT G-8(1 BEDROOM)
UNIT G-9(2 BEDROOM)
UNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)UNIT G-2(1 BEDROOM)
UNIT G-1(2 BEDROOM)
LAUNDRYROOM
REVISED UNIT G-9(1 BEDROOM)TPG5 - 12
TPG6 - 2
1
1TPG6 - 1
TPG3
1
1
1
TPG4 - 1
22
2
1
1
1
1
2
2
4
5
4 4
TPG9 - 1
1
1
1
TPG9 - 2
5
TPG9 - 5
5
TPG8 - 5
1
1
1
TPG7 - 1
2
2
4
4 TPG9 - 12
EF-1EF
EF-1EF
HP
2
1
1
1
TPG2 - 1
TPG1 - 11,13
1
1
1
TPG1 - 1
2
2
2
2
14
14
14
TPG1 - 14
TPG1 - 3
5
TPG1 - 6,8
TPG1 - 9
S/COS/COS/CO
S/CO
S/CO
S/CO
S/CO S/CO S/CO
HPH1 - 18
HPH1 - 18
2
2
24
45
1
1
1
12
TPH1 - 1
TPH1 - 7
TPH1 - 4
TPH1 - 5
TPH1 - 6,8
TPH1 - 9
TPH1 - 2
TPH1 - 3
TPH1 - 13,15
14
14
14
TPH2 - 14
TPH2 - 2
14
14
TPK2 - 14
14
2 2
2
TPK2 - 2
2
2
4
4 TPK2 - 5
5
TPK2 - 6,8
5
TPK2 - 9
TPK4 - 3 1
1 1
TPK4 - 1
2
TPK4 - 4
TPK4 - 9
2
TPK2 - 11,13
TPK2 - 12
TPK2
TPK4
TPH1
TPH1
S/CO
S/CO
S/CO
HPH1 - 1,3
HPH1 - 2,4
HPH1 - 5,7
HPH1 - 6
HPH1 - 8
HPH1 - 9
TPG4 - 12
EF-1
1
1A
*
1A
*
TPG6 - 9
1A
*
1 1A
*
1
2
2 2
4
TPG3 - 6,8
2
TPG2 - 9
1A
*
4
1
1A
*
1A
*1A
*
EF-1 EF-1 TPG9 - 12
EF-1
TPH1 - 12
EF-1
1A
*
1A
*
1A
*
1A
*
TPG1 - 12
TPK2 - 11,13HP
EF-1
TPK2 - 12
TPG2 - 12
HPH1 - 26,28
HPH1 - 32,34
HPH1 - 33
HPH1 - 27
HPH1 - 29
P-1
P-2
B-1
1A
*
BACK BOX AND FOR FUTURE FA ADDRESSABLEMODULE IF APARTMENT IS COVERTED FORHEARING IMPAIRED TENANTS
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
GH-EP1.1
ELECTRICAL
POWER PLAN
BLDG 'G' AND 'H'
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
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NORTH
SITE KEY PLAN
No.Description Date
33333333333UNIT H-2(2 BEDROOM)
METERROOM
BUILDING
B
C
A
A
A
A
A
A
A
B B
BB
B
B
TPJ3
TPJ3 - 10
A
A
BBB
BBB
BB
BB
B
B
A
E C
E
C
E
A B
DB B
B
B
BB
D
D
D
B
E
ED
B
EE
D
D
D
C C
C C C
C
C
C C
C C
C
B
B
B
B
B
B
B
E B
B
E
E
B
B
B
TPJ4 - 10
TPJ4 - 3
TPJ3 - 3
TPJ5
TPJ5 - 3
TPJ5 - 3
TPJ5 - 10
TPJ6
TPJ6 - 3
TPJ6 - 10
TPJ7
TPJ7 - 3
TPJ7 - 10
TPH2
TPH2 - 3
C
TPH2 - 10
TPJ2 - 3
TPJ2 - 10
TPJ1
TPJ2
TPJ1 - 3
TPJ1 - 10
TPJ1 - 10
XE
XE
XE
XE EM
EM
HPH1 - 20
HPH1 - 20
HPH1 - 20
A
A
A
A
A
A
HPH1 - 23
G
G
HPH1 - 20
E
TPH2 - 3
XE
XF
HPH1 - 20
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-EL1.1
ELECTRICAL
LIGHTING PLAN
BUILDING J
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
J
S GFISS GFIJ
J
J
F FF
GFI
JGFI
GFIJ GFIS
S
S GFIJ
J
S S
S
S
GFIJ
GFIS
S
S
S
SS
S
S
GFI
TV
TV TVTVTV
TV
TV
TVTV MMTVTV
TV
TV MMMMMMMM
TVMMTVTV
TV
TV
TV
TV
TV TVTV
MMM MMMUNIT H-2(2 BEDROOM)
METERROOM HPH1
HPH1 - 9
HPH1 - 10
TPH2
TPH2 - 1
TPH2 - 2
TPH2 - 3
TPH2 - 4
TPH2 - 5
TPH2 - 6,8
TPH2 - 9
TPH2 - 7
TPH2 - 3,10
TPH2 - 3,10 TPH2 - 11,13
HP1
AUTOMATICTRANSFERSWITCH(ATS2)
GENERATOR DS(GDS2)
SECONDARYFEEDS FROM UTILITYTRANSFORMER
21B
MAIN DEVICE W/MCB SQUARE DEZM 3800 CBU 800 AMP, 208V/120V/3D/4W
TENANT METERS IN SQUARE DEZ METER -PAK3D IN-1D OUT EZM316125,800 AMP, 208V/120V
HP1
TPJ7
TPJ7 - 1
TPJ7 - 2
TPJ7 - 11,13
TPJ7 - 3
TPJ7 - 5
TPJ7 - 6,8 TPJ7 - 4
TPJ3
TPJ3 - 1
1
1
1TPJ3 - 2
22
2
TPJ3 - 3
4
4
TPJ3 - 4
5
5
TPJ3 - 6,8TPJ3 - 9
TPJ3 - 7
TPJ3 - 11,13
HP1
14
14
14
14
TPJ3 - 14
TPJ7 - 7
TPJ4
1
1
1
TPJ4 - 3
TPJ4 - 11,13
HP1
TPJ4 - 1
2 2
2
2
4 4
4
TPJ4 - 5
TPJ4 - 6,8
TPJ4 - 7
TPJ4 - 4
TPJ4 - 2
75
TPJ5
TPJ5 - 1
1 1
1
2
2
2
2
2
2
4
4
TPJ5 - 3
TPJ5 - 2
TPJ5 - 4
5
5
5
9
TPJ5 - 7
TPJ5 - 9
14
14
14
TPJ5 - 15
TPJ6
11
1
TPJ6 - 1
2
2
2 2
2
4
TPJ6 - 3
4 4
5
5
TPJ6 - 6,8
TPJ6 - 7
14
14
14
TPJ6 - 14
TPJ6 - 15
2
14
1
11
TPH2 - 1
2
2
2
2
2
TPH2 - 3
TPH2 - 2
4
5
5 5
TPH2 - 6,8
TPH2 - 7 TPH2 - 4
TPH2 - 9
TPH2 - 11,13
TPH2 - 14
14
14
14
14
TPH2 - 5
TPJ1
1
1 1
1
TPJ1 - 1
TPJ1 - 2
2 2
2
2
TPJ1 - 3
4
TPJ1 - 4
55
5
TPJ1 - 6,8
TPJ1 - 7
TPJ1 - 5
TPJ1 - 9
10
TPJ1 - 11,13
TPJ1 - 12
14
14
14
TPJ1 - 14
1
1
1
1 1
TPJ2 - 1
2
2
2
2
TPJ2 - 2
TPJ2
TPJ2 - 3
4
TPJ2 - 5
5
5 TPJ2 - 4
TPJ2 - 6,8
TPJ2 - 7
TPJ2 - 9
TPJ2 - 11,13
TPJ1 - 12
2
TPJ5 - 14
14
14
HPH1 - 14
10
TPJ6 - 11,13
TPH1 - 2
2
TPH1 - 12
HPH1 - 17,19
SEWAGE EJECTOR PUMP
HPH1 - 24
H5
SECURITY SYSTEMHEAD END RACK
1A
*
TPJ4 - 12
5
TPJ4 - 9
TPJ5 - 6,8
TPJ5 - 16,18
1A
*
S/CO
1A
*
HP1
EF-1 TPJ5 - 17
EF-1
TPJ5 - 5
TPJ5 - 19EF-1
TPJ6 - 12
EF-1
TPJ6 - 16
EF-1
HP-1
TPJ6 - 9
TPJ6 - 17
TPJ6 - 5
EF-1
EF-1
TPJ3 - 15EF-1
TPJ3 - 16
S/CO
5 5
5
4
2
2 2 2
TPJ7 - 9
S/CO S/CO
11
1
1A
*
1A
*
HP-1
HP-1
EF-1
EF-1
EF-1
EF-1
TPJ7 - 12
1
1
1
1
EF-1
HP1
TPH2 - 15
EF-1
TPH2
TPH2 - 16
1515
15 15
DENOTES CIRCUIT IN ASSOCIATED APARTMENT TENANT PANEL TP
S/CO
S/CO
EF-1
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
J-EP1.1
ELECTRICAL
POWER PLAN
BLDG J - LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
3 33
3
BUILDING
A
A
A
A
A
A
E
C
D
B
B B
B
B
B
C
C
C
C
E
E
C
E
E
B
D
B
B
B
B
TPK4 - 10
TPK4 - 3TPK2 -
10,<unnamed>
B1B
B
B
D
D
EM
XE
XE
TPK1
HPH1 - 21
HPH1 - 21
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
K-EL1.1
ELECTRICAL
LIGHTING PLAN
BLDG K LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
S
GFI
FF
J
S
S
S
S
S
SGFIGFIGFIGFIGFIGFIGFIGFI
S MTV
TV
TV
TV MM
M
TV
TV
TV
TV
TV
S
M
TV
TV
TV
TV
TV
TV
MMMM
BUILDING K
TPK4
TPK4 - 1
TPK4 - 2
TPK4 - 9
TPK4 - 5
TPK4 - 6,8
TPK4 - 4
TPK4 - 3
TPK4 - 7
TPK1
1 1
1
1
TPK1 - 1
TPK1 - 2
2
2
2
2
TPK1 - 3
4
5
5 TPK1 - 6,8
TPK1 - 9
5
10
TPK1 - 11,13
TPK1 - 4
TPK2
1
1
1
1
TPK2 - 1
2
2
2
2
2
2
TPK2 - 2
TPK2 - 3
4
4
TPK2 - 4
5
5
TPK2 - 5
TPK2 - 6,8
TPK2 - 9
TPK2 - 11,1314
14
14
14
TPK3
1
1
1
1
TPK3 - 1
22
2
2
TPK3 - 3
4
TPK3 - 4
5
5
5
TPK3 - 6,8
TPK3 - 9
TPK3 - 11,13
10
1
1
1
TPH1 - 1
TPH1 - 13,15 1
11
2
2
2
2
4
4
TPK2 - 12
EF-1
EF-1
HP
TPK2 - 11,13
HP
EF-1
TPK3 - 12
EF-1TPK1 - 12
EF-1
EF-1
D-17
TPK2 - 12
1
EF-1
EF-1
HP HP
HP
S/CO
S/CO
S/CO
S/CO
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
K-EP1.1
ELECTRICAL
POWER PLAN
BLDG K LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
33333333
333
C
C
C
B
B
B
B B
B B
B
B
B
B
B
B
B
B
B
B
B
BB
B
BBBB
B
B
B
B
B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B
B B
B
B
B
B
B
B
C
E
E
TPM10
TPM10 - 10
TPM10 - 10
TPM10 - 10
TPM10 - 10
TPM10 - 3
TPM11
TPM11 - 10
TPM11 - 3
TPM11 - 10
TPM11 - 10
TPM11 - 10
TPM5
TPM5 - 3
TPM5 - 10
TPM5 - 10
TPM5 - 10
TPM5 - 10
TPM4
TPM3
E
C
E
C
D
E
C
C
A
TPM4 - 10
TPM4 - 10
TPM4 - 10
TPM4 - 15
TPM4 - 10
TPM4 - 3
E
D D
TPM3 - 10
TPM3 - 10
TPM9
TPM9 - 10
TPM8
TPM7 - 10
TPM8 - 10
TPM8 - 3
TPM7
TPM7 - 3
TPM6 - 3TPM6 - 10
TPM1 - 3
TPM1 - 10
TPM2
TPM2 - 3
TPM2 - 10
XE
XE
XEC
XEC
EM
EM
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
HPH1 - 22
HPH1 - 22
HPH1 - 22
UNIT M-11(2 BEDROOM)
UNIT M-10(2 BEDROOM)
UNIT M-9(2 BEDROOM)
UNIT M-8(2 BEDROOM)UNIT M-7(2 BEDROOM)
UNIT M-6(2 BEDROOM)
UNIT M-1(1 BEDROOM)
UNIT M-2(2 BEDROOM)
UNIT M-3(2 BEDROOM)
UNIT M-4(2 BEDROOM)
UNIT M-5(2 BEDROOM)
XF
XF
XF
XF XE
XF
UNIT L-1(2-BEDROOM)
C
HPL
HPL - 6
E
F
F
F
F
G
G
G
G
MAINTENANCEOFFICE/ STORAGE
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-EL1.1
ELECTRICAL
LIGHTING PLAN
BLDGS L AND M
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
S
S
S
J
GFIJFFGFI
SS
S
S
J
GFIGFIJ GFIGFI GFI
GFI
GFIGFIGFIGFI
GFIGFI
GFIGFI GFI
GFI GFI
GFI
J
J
J GFIGFI
GFIGFIGFI
GFIGFI GFI GFI
GFIGFI
GFIJ GFIGFIGFIGFI GFI GFI
GFIGFI
J
J
J GFIGFIGFIGFI
GFI GFI GFIGFIGFIGFI
GFIGFIGFI
GFI
S
S
F F
S S
S S
S
S
S S
S
S
S
S
TV
TV
TV MMTV
TVTV MMMTV
TV
MMMTV
TVTV
MM
TV
TV
TV
TV
TV
TV
TV
TV
MTV TV
TV
TV
TV
M
MM
MM
MTV
TV
TV
TV
M
MMM MTVTV
MSGFI
TPM9
TPM9 - 1
HP1
EF-1
TPM9 - 7
TPM9 - 5
TPM9 - 2
TPM9 - 14
TPM9 - 6,8
TPM9 - 9
TPM9 - 4
TPM9 - 11,13
TPM9 - 3
TPM9 - 12
TPM1
TPM1 - 2
TPM1 - 1
TPM1 - 4
TPM1 - 5
TPM1 - 6,8
TPM1 - 7
TPM1 - 9
TPM1 - 11,13
EF-1
HP1 HP1 TPM11
11
1
2
22
TPM11 - 2
TPM11 - 1
TPM11 - 3
4 4
4
55
TPM11 - 6,8
TPM11 - 4
TPM11 - 5
TPM11 - 7
TPM11 - 9
TPM11 - 11,13
TPM11 - 14
14
14
14
TPM10
EF-1
11
1
TPM10 - 1
2
22
2
TPM10 - 2
TPM10 - 3
4 4
5
55
TPM10 - 4
TPM10 - 6,8
TPM10 - 7
4
TPM10 - 9
HP1
TPM10 - 11,13
TPM10 - 12
14
14
14
TPM10 - 14
1
1
1
1
3
22
2
2
2
TPM594
5
5
5
4
TPM5 - 11,13
TPM5 - 12
14
14
14
14
14
TPM4
1
1
12
22
2
3
4 4
455
9
14
1414
TPM4 - 11,13
TPM4 - 6,8
TPM4 - 12
TPM4 - 1
TPM3 - 12
TPM3 - 5
TPM3 - 2
TPM3 - 7
TPM3 - 6,8 TPM3 - 9
TPM3 - 11
1
1
222
2
TPM3
TPM3 - 4
4
4
5
TPM3 - 3
2
2
2
2
2
1
1
5
4 4
1
TPM2
TPM2 - 12
TPM2 - 5
TPM2 - 4
TPM2 - 7TPM2 - 11,13
TPM2 - 1
TPM2 - 2
TPM8
TPM7
TPM6
2
1
22
2
1
1
5
5
4
4
2
TPM8 - 5
TPM8 - 1
TPM8 - 14
TPM8 - 12
TPM8 - 11,13
TPM8 - 6,8
TPM8 - 7
TPM8 - 4
TPM8 - 3
TPM8 - 9
14 14
14
TPM7 - 6,8
TPM7 - 5
TPM7 - 4
TPM7 - 3
TPM7 - 11,13
TPM7 - 2
TPM7 - 14
2
2
22
1414
14
14
1
1
1
5
5
4
4
TPM6 - 1
TPM6 - 14
TPM6 - 2
TPM6 - 3
TPM6 - 12
TPM6 - 4
TPM6 - 5
TPM6 - 11,13
TPM6 - 7
TPM6 - 6,81
1
1
2
2
14
14
14
2
2
5
5
4 4
TPM1 - 12
TPM2 - 3
16
16
16
16
16
HPH1 - 16
UNIT M-11(2 BEDROOM)
UNIT M-10(2 BEDROOM)UNIT M-9(2 BEDROOM)
UNIT M-8(2 BEDROOM)UNIT M-7(2 BEDROOM)
UNIT M-6(2 BEDROOM)
UNIT M-1(1 BEDRROM)
UNIT M-2(2 BEDROOM)
UNIT M-3(2 BEDROOM)
UNIT M-4(2 BEDROOM)
UNIT M-5(2 BEDROOM)
HPH1 - 25
H6
SECURITY HEADEND RACK
S/CO
1A
*
EF-1
EF-1
TPM11 - 12
1A
*
TPM10 - 12
1A
*
1A
*
S/CO
EF-1
EF-1
TPM5 - 6,8
EF-1 HP-1
TPM5 - 15
TPM5 - 7
1A
*
TPM4 - 14
TPM4 - 5
TPM4 - 2
TPM4 - 15
TPM4 - 7
TPM5 - 2
TPM5 - 14
EF-1
EF-1
TPM4 - 12
HP1
14
14
S/CO1A
*1A
*
1A
*
1A
*
1A
*1A
*
1A
*
S/CO
1
1 1
1S/CO
S/CO
EF-1
TPM7 - 12
TPM7 - 9
TPM7 - 12
EF-1
EF-1
EF-1
EF-1
EF-1
14
14
14
14
TPM2 - 14
14
14
14
14
TPM3 - 14
S/CO
HP1 EF-1
EF-1
TPM2 - 9
TPM1 - 3
TPM1 - 12
S/CO
S/CO
EF-1
EF-1
HP-1
1A
*
TPM3 - 11,13
EF-1
DENOTES CIRCUIT # INASSOCIATED TENANT
PANEL-TP (TYP)
TPM7 - 1
S/CO
S/CO
DENOTES CIRCUIT # INPANEL HPH1 FORCORRIDOR RECEPTACLES(TYP)
TPM5 - 1
HPL
1
1
HPL - 1
HPL - 2
2
2
2
HPL - 4
HPL - 5,7
HPL - 3
FC
1
CU-1
HPL - 8,10
HPL - 9
H7
SECURITY HEAD END
RACK
BUILDING L
DENOTES CIRCUIT # INPANEL HPL (TYP)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
LM-EP1.1
ELECTRICAL
POWER PLAN
BLDG L AND M
LEVEL 1
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
No.Description Date
F F F
TSPS
IA IAEOL
1 N.T.S.
BLDGS G-L ELECTRICAL POWER RISER
DIAGRAM
2 N.T.S.
FIRE ALARM PANEL
DETAIL
M
M
M
M
M
M
M
M
M
M
GRADE
M
M
M
M
MMMM
M
M
M
M
M
M
TPG1 TPG2
TPK1 TPK2
300 AMPOWNERS METER &MAIN BREAKER
BRANCH DEVICE 6 METER SOCKET.RINGLESS WITH HORN BYPASS AND100 AMP CB MODEL EZMH316TYPICAL OF 6 PLUS A 3 METERSOCKET COLUMN
NOTE:
BRANCH DEVICE METER SETS ARE 3∅ IN 1∅ OUT SO
APARTMENT HAVE 1∅ 208 V FEED.BALANCE LOADS BETWEEN
3∅ PHASE LEGS.
14A
300 AMP AUTOMATICTRANSFER SWITCH(ATS)
UTILITYTRANSFORMER
TPG3
TPM1 TPM2
TPJ1 TPJ2 TPJ3
TPM3 TPM7 TPM8 TPM9
TPJ5 TPJ6
TPG6 TPG7
TPK3 TPK4
21B
300 AMP GENDISCONNECT SWITCH
HPH1
14A14A
G
G-1
PACKAGED
GENERATOR SET
(100kW, 208Y/120V/3PH/4W)
AT EXTERIOR
7A TYPICAL FOR ALL FEEDS TO TENANT'S PANELS, TP
TENANT PANEL (TP)(TYPICAL OF 35) LETTER DESIGNATIONINDICATES UNIT TYPE
MAIN INCOMING SWITCH (CIRCUITBREAKER.800 AMP,208Y/120V/3PH/4W
M M M M MM
M M M M MM
TPH1 TPH2
TPG4 TPG5 TPG8 TPG9
TPJ4 TPJ7 TPE3
TPM4 TPM10
TPL1
TPM6TPM5 TPM11
FIRE
ALARM
CONTROL
PANEL
(FACP)
BASEMENT
120V HOTLEGS.
METER SETS
SECONDARY FEEDER
INCOMING UTILITY ELECTRICAL
POWER SERVICE
H BUILDING
G BUILDING
K BUILDING
M BUILDING
J BUILDING
L BUILDING
3/4" RACERATE AND WIRING
TO TELEPHONE SERVICE.
TO CONNECT TO FD
*
20A- IPPOWER CONNECTION
INITIATION CIRCUITS
TYPICAL MANUAL PULLSTATION. REFER TO PLANSFOR QUANTITIES ANDLOCATION
TYPICAL HORN
STROBE. REFER
TO PLANS FOR
QUANTITY AND
LOCATION
TYPICAL END
OF THE LINE
RESISTOR
TYPICAL AUDIO/VISUAL CIRCUIT.PROVIDE MULTIPLE CIRCUITS TOMEET ADA REQUIREMENTS,LOAD CIRCUITS TO A MAXIMUM OF
80%
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
E2.1
POWER RISER
DIAGRAM
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
No.Description Date
F F F
TSPS
IA IAEOL
1 N.T.S.
BLDGS A-F ELECTRICAL POWER RISER
DIAGRAM
2 N.T.S.
FIRE ALARM PANEL
DETAIL
M
M
M
M
M
M
M
M
M
M
GRADE
M
M
M
M
MMMM
M
M
M
M
M
M
TPA1 TPA2
TPB1 TPB2
300 AMPOWNERS METER &MAIN BREAKER
BRANCH DEVICE 6 METER SOCKET.RINGLESS WITH HORN BYPASS AND100 AMP CB MODEL EZMH316TYPICAL OF 6 PLUS A 3 METERSOCKET COLUMN
NOTE:
BRANCH DEVICE METER SETS ARE 3∅ IN 1∅ OUT SO
APARTMENT HAVE 1∅ 208 V FEED.BALANCE LOADS BETWEEN
3∅ PHASE LEGS.
14B
300 AMP AUTOMATICTRANSFER SWITCH
(ATS)
UTILITYTRANSFORMER
TPA3
TPA4 TPA5
TPB8 TPB9 TPB10
TPA6 TPB14 TPB15 TPB16
TPB12 TPD3 TPD4
TPB5 TPB6 TPB7
TPC3 TPC4
22B
300 AMP GENDISCONNECT SWITCH
HPB
14B14B
HPF
G
G-1
PACKAGED
GENERATOR SET
(100kW, 208Y/120V/3PH/4W)
AT EXTERIOR
7A TYPICAL FOR ALL FEEDS TO TENANT'S PANELS, TP
TENANT PANEL (TP)
(TYPICAL OF 38)
LETTER DESIGNATIONINDICATES UNIT TYPE
MAIN INCOMING SWITCH (CIRCUITBREAKER. 1000 AMP,208Y/120V/3PH/4W
M M M M MM
M M M M MM
M
M TPC1 TPC2
TPB3 TPB4 TPD1 TPD2
TPB11 TPE2 TPE3
TPB13 TPB17
TPB21 TPB22TPB20TPB19TPB18
HPE
FIRE
ALARM
CONTROL
PANEL
(FACP)
BASEMENT
12B
7A
HPB1
12B
120V HOTLEGS.
METER SETS
SECONDARY FEEDER
INCOMING UTILITY ELECTRICALPOWER SERVICE
LEVEL SB
LEVLEL ONE
LEVEL B
LEVEL THREE
LEVEL TWO
LEVEL FOUR
ROOF
3/4" RACERATE AND WIRING
TO TELEPHONE SERVICE.
TO CONNECT TO FD
*
20A- IPPOWER CONNECTION
INITIATION CIRCUITS
TYPICAL MANUAL PULLSTATION. REFER TO PLANS
FOR QUANTITIES AND
LOCATION
TYPICAL HORN
STROBE. REFER
TO PLANS FOR
QUANTITY ANDLOCATION
TYPICAL END
OF THE LINE
RESISTOR
TYPICAL AUDIO/VISUAL CIRCUIT.PROVIDE MULTIPLE CIRCUITS TO
MEET ADA REQUIREMENTS,
LOAD CIRCUITS TO A MAXIMUM OF
80%
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
E2.2
POWER RISER
DIAGRAM
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
No.Description Date
S
S S
12 N.T.S.
PAD MOUNTED TRANSFORMER WITH NO
C/T'S
11 N.T.S.
SERVICE EQUIPMENT GROUNDING
DETAIL
CLASSROOM MOTION SENSOR WIRINGDIAGRAM
NOT TO SCALE1 CALL FOR AID
NOT TO SCALE2
ELEVATOR SHUNT TRIP
NOT TO SCALE5
H
H
H
H
TYPICAL CALL FOR AID SYSTEM SCHEMATIC
NOT TO SCALE3
T
CORRIDOR DOMESTATION WITH
BUILT-IN BUZZER
24V AC BY
EDWARDS MODEL#7633-2
TRANSFORMER, 120V
TO 24V BY EDWARDS
MODEL #88-50
EMERGENCY SWITCH
120V BY EDWARDS
MODEL #7302AE
DETECTOR/RECALL SCHEMATIC
NOT TO SCALE6
CONNECTIONS TO GROUNDING ELECTRODE
NOT TO SCALE10
SYSTEM
INSTALLATION
NOT TO SCALE4
AND DETECTION SCHEMATIC
NOT TO SCALE8
S ST E E
PHOTO EYE DETAIL
NOT TO SCALE7
CORRIDOR LIGHTING CONTROL WIRING
NOT TO SCALE9
TRANSFORMER SECONDARY TERMINAL(S)
HIGH VOLTAGE SIDE OF TRANSFORMER
SECONDARY SIDE OF TRANSFORMER WITHTERMINALS FOR SECONDARY FEED CONDUCTORCONNECTION
REROUTE EXISTING SECONDARY CONDUCTORSINTO THE KILOWATT HOUR METER. PROVIDECONDUCTORS TO MATCH EXISTING FROM THEKILOWATT HOUR METER TO THE TRANSFORMERTERMINALS
OMNIOCCUPANCYSENSOR
BLUE
BLACK
REDRED
RED
WHITE
BLACK
WALL SWITCH/ES
TO LIGHTSNEUTRAL CONSTANT FEED TO EMERG. BATT. UNITS
MP
SERIES
POWER
PACK
20 AMP
120 VOLT
SINGLE
POLE
CIRCUIT
12"WALL SWITCH
RESTROOM
EMERGENCY
PULL CORD
42" TO 48"FINISHED FLOOR
CORRIDOR
BELL
WALL LIGHT
CEILING
CA 120V AC
3/4" x 10'-0" GROUND ROD
#4/O GROUNDING WIRE
#4/O BOND
BONDING BUSHING
GRADE
RIGID STEEL CONDUIT
#4/O BOND
WELDS
BONDING BUSHING
SOLDERLESS LUGS
WATER PIPE
NOTE:
TO GROUND
TERMINAL IN
EQUIPMENT
AT LEAST 20' OF ONE ORMORE STEEL REINFORCEDBARS OF NOT LESS THAN1/2" DIA
CONCRETE ENCASEDAND/OR BURIEDCONNECTIONS MAY BEUSED WHERE NECESSARY
1/4" x 3" x 6'-0"
GROUNDING BAR
TO SYSTEMGROUND TERMINAL
GROUNDCLAMP ONWATER PIPE
GROUNDING ELECTRODECONDUCTOR (PLUSCONDUIT IF USED ASPROTECTION)
GROUNDING BUSHING
JUMPER, AS NEEDEDFOR CONDUIT
CONNECTIONS TO
INTERIOR METAL WATER
PIPE GROUNDING
ELECTRODES AND TO
GROUNDED METAL FRAME
OF BUILDING MUST BEACCESSIBLE
GENSET
G
TYPICAL EMERGENCY POWER
OVERCURRENTPROTECTION
EMERGENCYLOAD
NON-EMERGENCY
LOAD
TRANSFER
SWITCH
OVERCURRENTPROTECTION
MAINDISCONNECT
UTILITY ORNORMALPOWERSOURCE
TYP. DWELLING UNIT CALL-FOR-AID
TYPICAL UNIT
TO NEXT UNIT
HALLWAY
(BATHROOM)
CONNECT AC POWER TERMINALSIN SMOKE DETECTOR TO NEARESTRECEPTACLE CIRCUIT
(BEDROOM)
EYE TO FACE OUT
PIPE TO INTERIOR
GROUND LEVEL
TO GROUNDFIXTURES
W/P BOX
3/4" PVC PIPE
EXTERNAL BUILDING GROUND GRID
EXOTHERMIC WELDS (TYP.)
#4/0 BARE COPPER IN 1"RSC
SERVICE EQUIPMENT FRAME
TO SUPPLY
WATER METER
#4/0 BARE COPPER
MAIN BOND JUMPER
METALLIC CONDUIT
GROUND BUS
NEUTRAL BUS
BUILDING GROUND
NEUTRAL
INSULATED/ISOLATED GROUND
GROUND CLAMP(TYP)
M
BOND JUMPER
BOND GROUNDING BUSHING
BOND JUMPER
MAIN SERVICE EQUIPMENT
EXG
ELEVATOR SHAFT
FIRST FLOOR
135°
EDP**
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
EXG
135°
EXGDS1
135°
EXG
TOP OF ELEVATOR SHAFT
135°
NOTE: REQUIRED ONLY WHEN SPRINKLERS ARE REQUIRED
IN SHAFT AT EVERY OTHER FLOOR LEVEL.
135° FIXEDTEMP HEATDETECTOR(TYPICAL)
1/2" EMT,2-#14(TYP) DO NOTRUN IN ELEVATORSHAFT
ELEVATORCONTROLLER W/AUTOSAFERETURN
SIDEWALL SPRINKLER HEAD
ELEV. MACH. ROOM
DETECTOR IN THE SHAFT OR MACHINE ROOM SENSE FUNCTION.
** REMOVE EXISTING 150A/3P MCCB AND PROVIDE A SHUNT
TRIP 150A/3P MCCB FOR ELEVATOR.
WHEN THE HEAT.
HEAT IT SHOULD SEND A SIGNAL TO THE SHUNT TRIP TO OPENTHE 150A/3P MCCB WHICH WILL KILL POWER TO THE ELEVATOR.THE ELEVATOR WILL THEN RETURN TO THE LOWEST LEVEL THROUGHTHE AUTOSAFE RETURN.
HYDRAULIC ELEVATOR SMOKE
BOTTOM FLOOR
S
M
ELEVATOR SHAFT
120 VAC
1/2" EMT, 2-#14
TOP FLOOR
1/2" EMT, 2-#14
1/2" EMT, 2-#14
S
ELEVATOR MACHINE ROOM
E
S E
S
S E
E
TOP OF ELEVATOR SHAFT
ES
DESIGNATED FLOOR:
ALTERNATE FLOOR :
NOTE: REQUIRED ONLY
WHEN HEAT DETECTORSAND SPRINKLERS AREREQUIRED
TO
TELEPHONE
BACKBOARD
1/2" EMT, 4-#14 TOELEVATOR CONTROL PANEL
ALLFLOORS
(TYPICAL)
LIGHTING LOAD
BLACK (COMMON)
BLUE (CONTROL)
RED
BLACK
BLUE
RED
RED
BLACK
WHITE
NEUTRAL
HOT
GROUND
RED
POWER PACKWATTSTOPPERBZ-150
ULTRASONIC CEILING SENSORWATTSTOPPERWT-2250
NOTES:
1.LIGHTING LOADS A AND B TURN ON WHEN AT LEAST ONE SENSOR DETECTS MOTION.
NOTE: CONTRACTOR SHALL INSTALLBYPASS AT EVERY LOCATION WHERE
OVERRIDE SWITCHES EXIST.
(TYPICAL FOR EACH CORRIDOR WING)
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/8" = 1'-0"
E2.3
ELECTRICAL
DETAILS
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
No.Description Date
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
E3.1
ELECTRICAL
PANELBOARD
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
Notes:
Total Est. Demand:29 A
Receptacle 180 VA 80.00%144 VA Total Conn.:27 A
Other 2880 VA 100.00%2880 VA Total Est. Demand:5934 VA
Motor 2116 VA 112.50%2381 VA Total Conn. Load:5706 VA
Lighting - Dwelling Unit 17 VA 100.00%17 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:25 A 29 A
Total Load:2615 VA 3091 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 ------529 VA 14
11 HP1 20 A 2 529 VA 1058 VA 1 20 A KEF 12
9 FRIDGE 20 A 1 180 VA 17 VA 1 20 A Lighting - Dwelling Unit 10
7 STOVE FAN 20 A 1 500 VA 90 VA ------8
5 KITCHEN RECEPTACLES 20 A 1 360 VA 90 VA 2 20 A STOVE 6
3 BATHROOM CIRCUITS 20 A 1 194 VA 720 VA 1 20 A KITCHEN RECEPTACLES 4
1 BEDROOM RECEPTACLES 20 A 1 720 VA 720 VA 1 20 A LIVING ROOM RECEPTACLES 2
CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT
Notes:
Enclosure:MCB Rating:100 A
Mounting:Recessed Wires:3 Mains Rating:100 A
Supply From:Phases:1 Mains Type:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:TPJ4
Notes:
Total Est. Demand:39 A
Receptacle 180 VA 80.00%144 VA Total Conn.:38 A
Other 3960 VA 100.00%3960 VA Total Est. Demand:8086 VA
Motor 3174 VA 108.33%3439 VA Total Conn. Load:7858 VA
Lighting - Dwelling Unit 17 VA 100.00%17 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:38 A 38 A
Total Load:3903 VA 3955 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 Motor 20 A 1 2116 VA 180 VA 1 20 A Other 16
13 ------529 VA 1080 VA 1 20 A BEDROOM 2 RECEPTACLES 14
11 HP1 20 A 2 529 VA 0 VA 1 20 A Spare 12
9 FRIDGE 20 A 1 180 VA 44 VA 1 20 A APARTMENT LIGHTING 10
7 STOVE FAN 20 A 1 500 VA 90 VA ------8
5 KITCHEN RECEPTACLE 20 A 1 360 VA 90 VA 2 20 A STOVE 6
3 BATHROOM CIRCUIT 20 A 1 0 VA 540 VA 1 20 A KITCHEN RECEPTACLE 4
1 BEDROOM 1 RECEPTACLES 20 A 1 720 VA 900 VA 1 20 A LIVING ROOM RECEPTACLES 2
CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT
Notes:
Enclosure:MCB Rating:100 A
Mounting:Recessed Wires:3 Mains Rating:100 A
Supply From:Phases:1 Mains Type:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:TPJ3
Notes:
Total Est. Demand:30 A
Total Conn.:29 A
Other 3780 VA 100.00%3780 VA Total Est. Demand:6301 VA
Motor 2116 VA 112.50%2381 VA Total Conn. Load:6036 VA
Lighting - Dwelling Unit 17 VA 100.00%17 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:34 A 22 A
Total Load:3718 VA 2318 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 Security Head End Rack 20 A 1 180 VA 18
15 ------529 VA 180 VA 1 20 A H2 SECURITY RACK 16
13 HP 20 A 2 529 VA 529 VA ------14
11 Other 20 A 1 0 VA 529 VA 2 20 A HP 12
9 Lighting 20 A 1 140 VA 0 VA 1 20 A Other 10
7 FITNESS RECEPTACLES 20 A 1 360 VA 360 VA 1 20 A FITNESS RECEPTACLES 8
5 FITNESS RECEPTACLES 20 A 1 360 VA 180 VA 1 20 A SPARE 6
3 KITCHENETTE RECEPTACLES 20 A 1 360 VA 0 VA 1 20 A TOILET ROOMS 4
1 OFFICE RECEPTACLES 20 A 1 900 VA 900 VA 1 20 A OFFICE RECEPTACLES 2
CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT
Notes:
Enclosure:MCB Rating:100 A
Mounting:Recessed Wires:3 Mains Rating:100 A
Supply From:HPB Phases:1 Mains Type:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:HPE
PANEL TPJ4 IS TYPICAL (AN EXAMPLE) OF ALL ONE BEDROOM ONE BATHROOM APARTMENTSALL CIRCUITS FEEDING RECEPTACLES IN BEDROOMS SHALL BE ARCFAULT PROTECTED (AFC) ANDTHE RECEPTACLES SHALL BE TAMPER PROOF
PANEL TPJ5 IS TYPICAL (AN EXAMPLE) OF ALL TWO BEDROOM ONE BATHROOM APARTMENTSALL CIRCUITS FEEDING BEEDROOM SHALL BE ARC FAUTL PROTECTED AND THERECEPTACLES SHALL BE TAMPER PROOF
Notes:
Total Est. Demand:25 A
Total Conn.:24 A
Receptacle 180 VA 80.00%144 VA Total Est. Demand:5207 VA
Other 3240 VA 100.00%3240 VA Total Conn. Load:4978 VA
Motor 1058 VA 125.00%1323 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:31 A 14 A
Total Load:3499 VA 1479 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 ------529 VA 720 VA 1 20 A BEDROOM 2 RECEPTACLES 14
11 HP 20 A 2 529 VA 12
9 FRIDGE 20 A 1 180 VA 0 VA 1 20 A LIGHTING 10
7 STOVE FAN 20 A 1 500 VA 90 VA ------8
5 KITCHEN CIRCUIT 20 A 1 540 VA 90 VA 2 20 A STOVE 6
3 BATHROOM CIRCUITS 20 A 1 0 VA 360 VA 1 20 A KITCHEN CIRCUIT 4
1 BEDROOM 1 RECEPTACLES 20 A 1 720 VA 720 VA 1 20 A LIVING ROOM RECEPTACLES 2
CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT
Notes:
Enclosure:MCB Rating:100 A
Mounting:Recessed Wires:3 Mains Rating:100 A
Supply From:Phases:1 Mains Type:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:TPB9
PANEL TPB9 IS TYPICAL (AN EXAMPLE) OF TWO BEDROOM ONE BATHROOM APARTMENTS IN THE B BUILDINGALL CIRCUITS FEEDING RECEPTACLES IN BEDROOMS SHALL BE ARCFAULT PROTECTED (AFC) AND THERECEPTACLES SHALL BE TAMPER PROOF
No.Description Date
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
E3.2
ELECTRICAL
PANELBOARD
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
Checker
Author
11/01/2016
16066.01
Notes:
Total Est. Demand:57 A
Receptacle 540 VA 55.00%297 VA Total Conn.:56 A
Other 5580 VA 100.00%5580 VA Total Est. Demand:11755 VA
Motor 3274 VA 108.08%3539 VA Total Conn. Load:11733 VA
Lighting - Dwelling Unit 1920 VA 100.00%1920 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:53 A 59 A
Total Load:5460 VA 6274 VA
41 42
39 40
37 38
35 36
33 Other 20 A 1 720 VA 529 VA ------34
31 529 VA 2 20 A Motor 32
29 Motor 20 A 1 50 VA 30
27 Motor 20 A 1 550 VA 529 VA ------28
25 Security Head End Rack 20 A 1 360 VA 529 VA 2 20 A Motor 26
23 Lighting - Dwelling Unit 20 A 1 192 VA 180 VA 1 20 A Security Head End Rack 24
21 Lighting 20 A 1 192 VA 512 VA 1 20 A Lighting 22
19 ------529 VA 800 VA 1 20 A Lighting 20
17 SEWAGE EJECTOR PUMP 20 A 2 529 VA 540 VA 1 20 A Other 18
15 Lighting 20 A 1 224 VA 1080 VA 1 20 A CORRIDOR RECEPTACLES 16
13 Spare 20 A 1 0 VA 540 VA 1 20 A CORRIDOR RECEPTACLES 14
11 CORRIDOR RECEPTACLES 20 A 1 360 VA 900 VA 1 20 A CORRIDOR RECEPTACLES 12
9 WASHER 20 A 1 180 VA 360 VA 1 20 A CORRIDOR RECEPTACLES 10
7 ------90 VA 180 VA 1 20 A WASHER 8
5 DRYER 20 A 2 90 VA 180 VA 1 20 A WASHER 6
3 ------90 VA 90 VA ------4
1 DRYER 20 A 2 90 VA 90 VA 2 20 A DRYER 2
CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT
Notes:
Enclosure:MCB Rating:100 A
Mounting:Recessed Wires:3 Mains Rating:100 A
Supply From:HPB Phases:1 Mains Type:
Location:Volts:120/208 single A.I.C. Rating:
Branch Panel:HPH1
Notes:
Total Est. Demand:278 A
Receptacle 1260 VA 40.00%504 VA Total Conn.:271 A
Other 16380 VA 100.00%16380 VA Total Est. Demand:100168 VA
Motor 75724 VA 104.46%79099 VA Total Conn. Load:97624 VA
Lighting - Dwelling Unit 3121 VA 97.48%3042 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:284 A 309 A 234 A
Total Load:33314 VA 36256 VA 28055 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 ------987 VA 18
15 ------987 VA 3300...------16
13 Motor 20 A 3 987 VA 3300...------14
11 ------1857...3300...3 80 A ELEVATOR 1 12
9 ------1875...6274...------10
7 HPFA 225 A 3 1931...5460...2 100 A HPH1 8
5 ------2872...2318...------6
3 ------3229...3718...2 100 A HPE 4
1 HPB1A 225 A 3 4082...180 VA 1 20 A Security Head End Rack 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:400 A
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:
Branch Panel:HPB
Notes:
Total Est. Demand:28 A
Receptacle 720 VA 50.00%360 VA Total Conn.:28 A
Other 5400 VA 100.00%5400 VA Total Est. Demand:10088 VA
Motor 2266 VA 111.67%2531 VA Total Conn. Load:10183 VA
Lighting - Dwelling Unit 1184 VA 100.00%1184 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:34 A 27 A 24 A
Total Load:4082 VA 3229 VA 2872 VA
41 42
39 40
37 38
35 36
33 Other 20 A 1 540 VA 34
31 Power 20 A 1 550 VA 529 VA ------32
29 ERV2 20 A 1 50 VA 529 VA 2 20 A HP 30
27 Lighting 20 A 1 160 VA 352 VA 1 20 A Lighting 28
25 Lighting 20 A 1 213 VA 288 VA 1 20 A Lighting 26
23 ------529 VA 331 VA 1 20 A Lighting 24
21 Motor 20 A 2 529 VA 50 VA 1 20 A Motor 22
19 LEVLEL 3 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 4 CORRIDOR RECEPTACLES 20
17 LEVEL 1 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 2 CORRIDOR RECEPTACLES 18
15 ------90 VA 90 VA ------16
13 DRYER 50 A 2 90 VA 90 VA 2 50 A DRYER 14
11 ------90 VA 90 VA ------12
9 DRYER 50 A 2 90 VA 90 VA 2 50 A DRYER 10
7 WASHER 20 A 1 180 VA 180 VA 1 20 A WASHSER 8
5 WASHER 20 A 1 180 VA 180 VA 1 20 A WASHER 6
3 MAINTENANCE RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A B CORRIDOR RECEPTACLES 4
1 BOILER ROOM RECEPTACLE 20 A 1 540 VA 540 VA 1 20 A SB RECEPTACLES 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:225 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:HPB Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:
Branch Panel:HPB1
Notes:
Total Est. Demand:167 A
Total Conn.:157 A
Total Est. Demand:60023 VA
Other 1440 VA 100.00%1440 VA Total Conn. Load:56648 VA
Motor 55208 VA 106.11%58583 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:161 A 157 A 155 A
Total Load:19310 VA 18759 VA 18579 VA
41 42
39 40
37 38
35 1590...------36
33 Security Head End Rack 20 A 1 180 VA 1590...------34
31 BLDG F LIGHTING 20 A 1 0 VA 1590...3 40 A ELEVATOR 2 32
29 ------529 VA 987 VA ------30
27 Motor 20 A 2 529 VA 987 VA ------28
25 KITCHENETTE RECEPTACLES 20 A 1 0 VA 987 VA 3 20 A CT-1 26
23 FRIDGE 20 A 1 0 VA 0 VA 1 20 A KITCHENETTE RECEPTACLES 24
21 Other 20 A 1 0 VA 0 VA 1 20 A TOILET ROOM CIRCUIT 22
19 BOILER ROOM RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A Other 20
17 ------2250...2250...------18
15 ------2250...2250...------16
13 P5 50 A 3 2250...2250...3 50 A P6 14
11 ------987 VA 987 VA ------12
9 ------987 VA 987 VA ------10
7 P3 20 A 3 987 VA 987 VA 3 20 A P4 8
5 ------4500...4500...------6
3 ------4500...4500...------4
1 P1 (VFD)80 A 3 4500...4500...3 80 A P2 (VFD)2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:225 A
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:HPB Phases:3 Mains Type:
Location:BOILER ROOM C-13 Volts:120/208 Wye A.I.C. Rating:
Branch Panel:HPF
No.Description Date
J
S
S
3,5
3/5
1/3/5
3
HOMERUN CIRCUIT SYMBOLS
120 OR 277 VOLT
120 OR 277 VOLT
208 OR 480 VOLT
208 OR 480 VOLT
SINGLE PHASE CIRCUIT
PHASE CIRCUITSCONSECUTIVE SINGLE
SINGLE PHASE CIRCUIT
THREE (3) PHASE CIRCUIT
(3 POLE)
(2 POLE)
S
C
F
S
S
TS
FACP
FS
IA
FAAP
S
S/CO
W
F L
TV
S/CO
NOTE: SEE SHEET P-1.0 FOR SITE LIGHTING DRAWINGS AND SITE LIGHTING FIXTURESCHEDULE. SEE BELOW CALCULATIONS. 34.3% OF THE SITE LIGHTING IS PHOTOVOLTAICPOWERED WITH INTEGRAL BATTERY STORAGE SO IT DOES NOT CONNECT AT ALL TO THEBUILDINGS ELECTRICAL POWER DISTRIBUTION SYSTEM.
ENERGY USAGE CALCULATIONS
PV:(25 FIX)(55 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1 KW/1,000 W) = 6,023KW/YEAR
HARDWIRE: POLES - (6 FIX)(55 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1 KW/1,000W) = 1,445 KW/YEARHARDWIRE: BOLLARDS - (43 FIX)(17.1 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1KW/1,000 W) = 3,221 KW/YEARHARDWIRE: HAND RAILS - (820 FIX)(1.9 WATT/FIX)(12 HR/DAY)(365 DAY/YEAR)(1KW/1,000 W) = 6,824 KW/YEAR TOTAL HARDWIRE - 1,445 + 3,221 + 6,824 = 11,490 KW/YEAR
% OF SOLAR = [6,023/(6,023 + 11,490)] = 34.4%
NOTE:
WHEN A FEEDER SUPPLIES AN ISOLATED GROUND PANEL OR SUB PANEL, AN ADDITIONAL GROUND WIRE SHALL BE PROVIDED WITH AND IDENTIFIED BY GREEN INSULATION WITH A YELLOW STRIPE. THE ISOLATED GROUND WIRESHALL BE ROUTED THROUGH PANELS IN ACCORDANCE WITH NEC SECTION 384-20 AND TERMINATE AT THE BUILDING INCOMING SEVICE.
STANDARD FEEDER SIZES FOR 75°C THWN/THHN COPPER WIRE IN METAL OR NON-METALLIC CONDUIT
HORN UNIT WITH ADA COMPLIANT STROBE WITHREQUIRED CANDELA (cd) RATING. HORN UNIT ONLYIF WITHIN APARTMENT/DWELLING UNIT
SPEAKER UNIT WITH ADA COMPLIANT STROBE WITHREQUIRED CANDELA (cd) RATING
1-250MCM3-500MCM(5) 4"26A
(7) 4"
(11) 4"
(8) 4"
(6) 4"
(14) 4"
(16) 4"
30A
31A
32A
28A
29A
27A
3-500MCM
3-500MCM
3-500MCM
3-500MCM
3-500MCM
3-400MCM
1-500MCM
2-350MCM
2-500MCM
1-350MCM
1-400MCM
1-250MCM
(4) 4"
(5) 4"
(5) 4"
(2) 4"
(2) 3"
(2) 3"
(2) 3"
23A
24A
25A
22A
21A
20A
19A
(2) 3"
(2) 2-1/2"
15A
18A
17A
16A
14A
13A
12A
3-1/2"
3-1/2"
3"
3"
2-1/2"
3-350MCM
3-300MCM
3-400MCM
3-400MCM
3-500MCM
3-500MCM
3-350MCM
1-#3/0
1-#4/0
1-#4/0
1-#2/0
1-#1/0
1-#1/0
1-#1
3-500MCM
3-250MCM
3-#4/0
3-500MCM
3-350MCM
3-250MCM
3-#4/0
1-#3
1-#2
1-#2
1-#3
1-#4
1-#4
1-#4
1 OR 3 PHASE, 3WIRE
CABLE
1"4A
11A
10A
9A
8A
7A
6A
5A
2"
2"
2"
1-1/2"
1-1/4"
1-1/4"
1"
CONDUIT
3A
2A
1A
FDR
NO.
1"
3/4"
3/4"
1-#103-#8
3-#3/0
3-#2/0
3-#1/0
3-#1
3-#4
3-#3
3-#6
1-#6
1-#6
1-#6
1-#6
1-#8
1-#8
1-#10
3-#12
3-#8
3-#10
1-#10
1-#10
1-#12
GROUND
4-250MCM
4-350MCM
4-500MCM
4-500MCM
4-250MCM
4-350MCM
4-500MCM
4-500MCM
4-400MCM
4-400MCM
4-500MCM
4-300MCM
4-350MCM
4-400MCM
4-500MCM
4-500MCM
4-500MCM
4-500MCM
4-500MCM
1900 (5) 4"1800 26B
2010
3040
2660
5320
6080
4180
6000
4000
5000
2500
3000
2000
32B
30B
31B
28B
29B
27B
(16) 4"
(14) 4"
(11) 4"
(8) 4"
(7) 4"
(6) 4"
620
760
760
1240
1675
1425
1005
1400
1600
1200
1000
800
700
600
24B
25B
23B
22B
21B
20B
19B
510
230
255
310
380
380
460
350
500
450
400
250
300
225
15B
18B
17B
16B
13B
14B
12B
(5) 4"
(5) 4"
(4) 4"
(3) 4"
(2) 4"
(2) 4"
(2) 3"
4"
(2) 3"
(2) 2-1/2"
4"
2-1/2"
3"
3"
4-#4/0
4-#4/0
1800 19001-250MCM
2-500MCM
1-250MCM
1-400MCM
1-350MCM
2-350MCM
1-500MCM
5000
6000
4000
3000
2500
2000
6080
4180
5320
2660
3040
2010
1-#4/0
1-#4/0
1-#3/0
1-#1/0
1-#2/0
1-#1/0
1-#1
1200
1600
1400
1000
800
600
700
1-#3
1-#3
1-#2
1-#3
1-#4
1-#4
1-#4
350
450
500
400
250
300
225
1425
1675
1240
1005
760
620
760
380
460
510
380
255
310
230
3 PHASE, 4 WIRE
CABLE
50 4B50
175
200
100
130
150
85
65
200
175
150
125
70
100
60
11B
10B
9B
8B
6B
7B
5B
CALC.
AMPS
50
30
20
40
30
20
NOM.
AMPS
3B
2B
1B
FDR
NO.
4-#81"
2-1/2"
2"
2"
2"
1-1/4"
1-1/4"
1"
4-#2/0
4-#3/0
4-#1
4-#1/0
4-#4
4-#3
4-#6
3/4"
3/4"
1"
CONDUIT
4-#8
4-#10
4-#12
501-#10
1-#6
1-#6
1-#6
1-#6
1-#8
1-#8
1-#10
175
200
125
150
70
100
60
1-#10
1-#12
1-#10
GROUND
40
20
30
NOM.
AMPS
50
200
175
150
130
85
100
65
50
20
30
CALC.
AMPS
MANUFACTURERNUMBER PART/MODEL DESCRIPTION VOLTAGE LAMPS OPTIONS
(1) 32W CFL120W516-41-32WABASELINE COEPD MATION 16" WAREHOUSE SHADE
B (3)BR20 LED, 8W120LTKSTBF
D
(2) 1.5W LED3.6ELM2
BAFFLE TRACK KIT
CEILING EXIT/EMERGENCY
LITHONIA LIGHTING
LITHONIA
LITHONIA
XEC
EM
LHQM 9.6 (2) 1.5W LED
C
WAREHOUSE CORD HUNG LEDPROSROSS LIGHTING P5094-0930K9 120 (1) 17W LED
E
XE (2) 1.5W LED9.6LHQMWALL MOUNTED EXIT/EMERGENCYLITHONIA
WALL MOUNTED EMERGENCY
120CONTEMPORARY SQUARE VANITYLITHONIA LIGHTING FMVCSL-24 MVOLT (1) 26W LED
(1) 17WLED120S7R827K10PHILIPSSURFACE ROUND CEILING LED 7"
XM (2) 1.5W LEDFLOOR PROXIMITY EXIT SIGNLITHONIA
S
S
BRANCH WIRING CONCEALED IN CEILING OR WALL
DUPLEX RECEPTACLE OUTLET (+18" AFF - TYPICAL)
GROUND FAULT CIRCUIT INTERRUPTER
BRANCH WIRING HOME RUN (ARROW INDICATES CIRCUIT NUMBER)
SINGLE - POLE SWITCH
THREE - WAY SWITCH
PANEL-
GFCI
JUNCTION BOX
SURFACE - MOUNTED PANELBOARD
SYMBOL DESCRIPTION
ELECTRICAL SYMBOL LIST
NATIONAL ELECTRICAL
NOT APPLICABLE
NOT TO SCALE
MOLDED CASE CIRCUIT BREAKER
LIGHTING PANELBOARD
JUNCTION BOX
GRD
GFCI
EQUIP
ENCL
EMT
EM
DWG
DISC
CCT
C/B
CAB
C
BR
BAT
AWG
LIGHTING
KILOWATT
INCHES
WP
SCHD
U/G
TYP
SW
ELECTRICAL ABBREVIATIONS
AFF
AC
RECPT
DESCRIPTIONABBREVIATION
GROUND-FAULT CIRCUIT-INTERRUPTER
DRAWING
EMERGENCY
ELECTRICAL METALLIC TUBING
ENCLOSURE
EQUIPMENT
GROUND
ABOVE COUNTER
ABOVE FINISHED FLOOR
AMERICAN WIRE GAUGE
BATTERY
BRANCH
CONDUIT
CABINET
CIRCUIT BREAKER
CIRCUIT
DISCONNECT
KW
LTG
LP
MCCB
N.T.S.
N/A
NEMA
IN
JB
WEATHERPROOF
UNDER GROUND
TYPICAL
SCHEDULE
SWITCH
RECEPTACLE
CEILINGCLG
EXG EXISTING
MANUALMAN
NOT IN CONTRACTNIC
DESCRIPTIONABBREVIATION
SC SEPARATE CIRCUIT
EQUIPMENT AND MATERIAL INDICATED ON THE DRAWING SHALL BE CONSIDERED AS "BASIS OF DESIGN". EQUAL PRODUCTS CAN BE SUBMITTED AND WILL BE CONSIDERED FOR
APPROVAL STRICTLY SUBJECT TO OWNERS AND DESIGN PROFESSIONAL'S APPROVAL. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING FIXTURES.
PROVIDE OWNER WITH WARRANTY, GUARANTEEING THAT IMPERFECT SYSTEM OPERATION AND ALL DEFECTS IN MATERIAL AND LABOR OF WORK WILL BE REPAIRED WITHOUT COST TO
THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT.
GIVE FULL COOPERATION TO OTHER TRADES, PROVIDING THEM WITH ALL NECESSARY INSTALLATION DETAILS.
PROVIDE COMPLETE AND OPERATIONAL SYSTEMS INCLUDING ALL NECESSARY MATERIAL EQUIPMENT AND LABOR.
THE TERM 'INDICATE' SHALL MEAN AS SHOWN ON THE CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS AND RELATED ATTACHMENTS).
THE TERM 'PROVIDE' SHALL MEAN FURNISH, INSTALL, CONNECT AND MAKE OPERABLE.
ALL EQUIPMENT AND MATERIALS SHALL BE LABELED, LISTED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS INTERACTIONS, RECOMMENDATIONS AND INSTRUCTIONS.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES.
ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN IN ACCORDANCE WITH ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES AND REGULATIONS INCLUDING BUT NOTLIMITED TO THE CURRENT NATIONAL ELECTRIC CODE (NEC).
BECOME FAMILIAR WITH THE COMPLETE SET OF CONTRACT DOCUMENTS, AS ALL OTHER SPECIFICATION SECTIONS AND DRAWINGS ARE APPLICABLE TO THE WORK OF THIS DRAWING.FOLLOW THE JOB-SITE INSTRUCTIONS OUTLINED IN THE GENERAL CONDITIONS.
ALL LOW VOLTAGE WIRING TO BE RUN WITH A MINIMUM OF 12" CLEARANCE FROM FLUORESCENT LIGHTING IN ALL DIRECTIONS.
FIRE RATING OF ALL WALLS AND CEILINGS SHALL BE MAINTAINED. ANY FIRE BARRIERS THAT MUST BE PENETRATED SHALL MAINTAIN FIRE RATINGS THAT COMPLY WITH BOTH THENATIONAL FIRE PROTECTION ASSOCIATION AND UNDERWRITER LABORATORY'S STANDARDS AND SPECIFICATIONS.
EMT CONDUIT SHALL BE USED FOR CONCEALED WALL & CEILING PENETRATIONS, RISERS AND MAY BE USED IN EQUIPMENT CLOSETS.
ALL WIRING TO BE CONCEALED WHEREVER POSSIBLE. IF BUILDING STRUCTURE PREVENTS WIRE OR CABLE FROM BEING RUN INSIDE WALLS AND CEILINGS, ALL EXPOSED WIRING TOBE RUN IN METALLIC RACEWAY.
IF ANY ASBESTOS OR MATERIALS CONTAINING ASBESTOS ARE ENCOUNTERED DURING EXECUTION OF THE PROJECT WORK IS TO BE HALTED. IT IS THE CONTRACTORS
RESPONSIBILITY TO NOTIFY THE OWNER AND PROPER AUTHORITIES IF THEY HAVE DISCOVERED ASBESTOS.
PROVIDE THE OWNER WITH ALL MANUFACTURERS WARRANTIES FOR EQUIPMENT AND MATERIAL FURNISHED.
ANY HAZARDOUS MATERIALS ENCOUNTERED (SUCH AS PCB BALLASTS) SHALL BE DISPOSED OF PROPERLY. ALL PAPERWORK RELATING TO DISPOSAL SHALL BE MAINTAINED ON FILEFOR ONE YEAR FROM COMPLETION OF JOB.
UNLESS OTHERWISE INDICATED PROVIDE COMMERCIAL GRADE, 20 AMPERE RECEPTACLES.
UNLESS OTHERWISE INDICATED, INTERIOR BRANCH CIRCUIT WIRING USING 6 AWG AND SMALLER CONDUCTORS MAY BE ARMORED CABLE (TYPE AC) WHERE ACCEPTABLE TO LOCALCODES.
UNLESS OTHERWISE INDICATED ALL ENCLOSURES FOR EQUIPMENT SHALL BE NEMA TYPE 1.
DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL FIELD CONDITIONS OR INTERFERENCES THAT MAY EXIST. CONTRACTOR SHALL VISIT THE JOB SITE, BECOME FAMILIAR WITHFIELD CONDITIONS AND ASSUME RESPONSIBILITY FOR THEM THEREOF, BEFORE BIDDING AND DURING EXECUTION OF WORK.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
GENERAL ELECTRICAL NOTES
DATA OUTLET
MOTOR
PC PHOTO CELL
SMOKE DETECTOR
ALL CONDUCTORS SHALL BE COPPER W/ THHN/THWN INSULATION. ALUMINUM CONDUCTOR WILL NOT BE ACCEPTED.22.
UNLESS OTHERWISE NOTED ALL CIRCUITS SHALL BE 2#12 AWG & 1#12 GND IN 1/2"C23.
ALL WIRING SHALL BE IN METAL CLAD CABLE OR (BX) OR IN FLEXIBLE METAL CONDUIT UNLESS OTHERWISE INDICATED ABOVE. PROVIDE A DEDUCT PRICE TO BE NON-METALLIC
CABLE (ROMEX) WHERE CONCEALED.24.
FLOOR OR COUNTERTOP MOUNTED DUPLEX RECEPTACLE OUTLET
240 VOLT OUTLET
SPECIAL PURPOSE SINGLE RECEPTACLE OUTLET
EXTERNALLY OPERATED DISCONNECT SWITCH
SWITCH LEG WIRING
AIR HANDLING UNITAH-#
SMOKE AND CARBON MONOXIDE DETECTOR
SURFACE CEILING MOUNTED LIGHT FIXTURE
EXHAUST FAN/ LIGHT
CONDENSING UNITCU-#
WI-FI HOT SPOT
TV CABLE OUTLET
DIMMER SWITCH
TIMER SWITCH
MANUFACTURERS ASSOCIATION
ADA COMPLIANT STROBE WITH REQUIRED CANDELA (cd) RATING - WALL
FIRE ALARM CONTROL PANEL
INDIVIDUAL ADDRESSABLE INPUT MODULE
SPRINKLER TAMPER SWITCH TO BE MONITORED
SPRINKLER FLOW SWITCH TO BE MONITORED
ADA COMPLIANT STROBE WITH REQUIRED CANDELA (cd) RATING - CEILING
SMOKE DETECTOR
MANUAL PULL STATION
FIRE ALARM SYMBOL LIST
SYMBOL DESCRIPTION
FIRE ALARM ANNUNCIATOR PANEL
SMOKE DETECTOR CONNECTED TO ELEVATOR RECALL SYSTEM.
LIGHT FIXTURE SCHEDULE
MOTOR SWITCH
COMBINATION SMOKE/CARBON MONOXIDE DETECTOR
Scale
Date
Drawn By
Checked By
Project Number
UNCASVILLE,
1 CONST DOCS 11/1/16
2 CONST DOCS 10/31/17
3 CONST DOCS 05/01/18
4 FINAL CONST DOCS 10/12/18
1/4" = 1'-0"
E3.3
ELECTRICAL
SCHEDULES
Dakota
Partners, Inc.
OXOBOXO
LOFTS
DA
RS
11/01/2016
16066.01
No.Description Date
PHONE OUTLET
SM