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HomeMy WebLinkAboutStony Brook Asbuilts - FINAL77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID G-1 DRAWING INDEX A COLUMN TAG AND & CENTER LINE TSL 501'-8" FFE 501'-8"SPOT ELEVATION ELEVATION CALLOUT LEVEL NAME ELEVATION 1 A-2 1 A-2 A-1 1 2 3 4 A-101 ROOM NAME ROOM TAG BUILDING DESIGNATION (IF APPLICABLE) ROOM NUMBER 001 SUB BASEMENT 01 BASEMENT 101 GROUND FL 201 SECOND FL INTERIOR ELEVATION SHEET NO. ELEVATION NO. 1 A-2 BUILDING SECTION INDICATOR WALL SECTION INDICATOR DETAIL INDICATOR IF SECTION OR DETAIL IS DRAWN ON THE SAME SHEET THAT IT IS TAKEN FROM, THE SHEET NUMBER IS A HYPHEN. IF THE SECTION IS REFERENCED ON MULTIPLE SHEETS, THE SHEET NUMBER SHOWN INDICATES THE FIRST SHEE THE SECTION IS TAKEN FROM. FIRE EXTINGUISHERFE-X FE-1 SEMI-RECESSED FE-2 WALL MOUNTED FE-3 CARBON DIOXIDE (WALL MOUNTED) 1 KEYNOTE CALLOUT KEYNOTE DESIGNATION, CORRESPONDS TO KEY ON EACH SHEET D*-202A DOOR DESIGNATION BUILDING DESIGNATION ROOM NUMBER SEQUENTIAL LETTER DESIGNATION ASSIGNED TO EACH ADDITIONAL DOOR 001 SUB BASEMENT 01 BASEMENT 101 FIRST FL 201 SECOND FL L*-202A LOUVER DESIGNATION BUILDING DESIGNATION ROOM NUMBER SEQUENTIAL LETTER DESIGNATION ASSIGNED TO EACH ADDITIONAL LOUVER USUALLY LABELD IN PLAN VIEW; HOWEVER, OPENINGS NOT SHOWN IN PLAN ARE LABELED ON ELEVATIONS CONCRETE MASONRY UNIT (CMU) BRICK EARTH PRECAST CONCRETE CAST-IN-PLACE CONCRETE WOOD BLOCKING WOOD FINISH PLYWOOD RIGID INSULATION STEEL ALUMINUM STUCCO / GROUT CAULK GRAVEL BLANKET INSULATION 8" 7 5/8" GYP BD GYP BD EQEQ VARIES, SEE PARTITION TYPES DIMENSION GIVEN TO CENTERLINE OF WALL (UON) ACTUAL DIMENSION AS BUILT NOMINAL DIMENSION GIVEN ON PLAN SEE SCHEDULES MO/RO NOMINAL MO ON PLAN +3/8" ACTUAL AS BUILT RO = MASONRY (TYP)METAL STUD (TYP) WINDOW OR LOUVER OPENING IN PLAN8"6'-0"A B 2 1 4" MO 3'-4"1'-4"RO4'-0"4'-0"5'-0" MO 5'-4" COLUMN CENTERLINES NOTE: WALL THICKNESS AND MO'S ARE NOMINAL 5"4'-4 7/8" RO 3'-4" TYPICAL DOOR LOCATION FOR STUD FRAMED WALLS MO 3'-4"8" TYPICAL DOOR LOCATION FOR CMU WALLS 4" TYPICAL OFFSET FROM FACE OF STUD (UON) TYPICAL OFFSET FROM NOM FACE OF CMU WALL (UON) & < @ AB ABV ACMU AFF AFG AL, ALUM AMP ANOD ASSY BBT BD BEV BLDG BLK BLKG BRG BRK BRS BRZ BTM BS C TO C CAB CEM CF CGFB CH CHAM CHAN CIP CJ CL OR CLG CLKG CMU COL COMP CONC CONT CRPT CRS CT CET DF DIA DIAG DIM DISP DN DP DR ELEC ELEV EQ EQPT EWC EXP EJ EXIST, (E) FD FE FF FGL FIN FLG FL FLR FR FRP FO FV FXD GA GALV GL AND ANGLE AT ANCHOR BOLT ABOVE ACOUSTICAL CONCRETE MASONRY UNIT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALUMINUM ACOUSTICAL METAL PANELS ANODIZE(D) ASSEMBLY BIOBASED TILE BOARD BEVEL(ED) BUILDING BLOCK BLOCKING BEARING BRICK BRASS BRONZE BOTTOM BOTH SIDES CENTER TO CENTER CABINET CEMENT COMPRESSIBLE FILLER CEMENTITIOUS GLASS FIBER BOARD CONCRETE HARDENER CHAMFER CHANNEL CAST IN PLACE CONTROL JOINT CENTERLINE CEILING CAULKING CONCRETE MASONRY UNIT COLUMN COMPRESSIBLE CONCRETE CONTINUOUS CARPET, CARPET TILE COURSE(S) CERAMIC TILE DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DAMPPROOFING DRAIN ELECTRICAL ELEVATION EQUAL(LY) EQUIPMENT ELECTRICAL WATER COOLER EXPOSED EXPANSION JOINT EXISTING FLOOR DRAIN FIRE EXTINGUISHER FACTORY FINISH FIBERGLASS FINISH(ED) FLASHING FLOOR(ING) FILLER FRAME FIBERGLASS REINFORCED PLASTIC FRAME OPENING FIELD VERIFY FIXED GAGE, GAUGE GALVANIZED GLASS GB GRT GYP GWB HARD HD HDWD HDWR HGR HGT HM HOR HP HR IN INST INSUL JC JT JT FLR L LAB LAD LAM LAV LG LINO LKR LNTL LP LT MAS MATL MAX MEMB MFR MIN MISC MO MP MR MRAT MTD MTG MTL NIC NOM NTS OC OH OPNG OPP HD ORD OSB OV OVHD PERIM GLASS BLOCK GRATING GYPSUM GYPSUM WALL BOARD HARDENER HEAVY DUTY HARDWOOD HARDWARE HANGER HEIGHT HOLLOW METAL HORIZONTAL HIGH POINT HANDRAIL INCH INSTRUMENTATION ISULATION JANITOR'S CLOSET JOINT JOINT FILLER LINE OF STRUCTURAL ANGLE DESIGNATION LABORATORY LADDER LAMINATED LAVATORY LAMINATED GLASS LINOLEUM LOCKER LINTEL LOW POINT LIGHT(S) MASONRY MATERIAL MAXIMUM MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING METAL PANEL MOISTURE RESISTANT MOISTURE RESISTANT ACOUSTICAL TILE MOUNTED MOUNTING METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OVERHANG OPENING OPPOSITE HAND OVERFLOW ROOF DRAIN ORIENTED STRAND BOARD OVER OVERHEAD PERIMETER REF REINF REQ'D REV RF RFG RGH RJ RL RLG RM RO RT RWL S SAT SB SCHD SCRN SECT SF SGFT SHT SIM SK SL SLNT SPEC SST STD STL STOR STRU STWY SUPT SUSP T TBM T&G TEMP TEMP TEMP TER TERB THK THR TKBD TOB TOC TOIL TOM TOPG TOS TS TSL TWF TYP UC UL UON UR VB VCT VERT VEST VTR W W/ W/A W/O WC WD WDW WF WPG WT WWF ROOF EXHAUST FAN REINFORCE (D, ING) REQUIRED REVISED ROOF FAN ROOFING ROUGH REVEAL/RUSTICATION JOINT RAIN LEADER RAILING ROOM ROUGH OPENING RUBBER TILE RAIN WATER LEADER STEEL S-SHAPED DESIGNATION SUSPENDED ACOUSTICAL TILE SEAMLESS BASE SCHEDULE SCREEN(ED, ING) SECTION SEAMLESS FLOORING STRUCTURAL GLAZED FACING TILE SHEET SIMILAR SINK SLOPE SEALANT SPECIFICATION, SPECIFIED STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURE(S, URAL) STAIRWAY SUPERINTENDENT SUSPENDED TREAD(S) TRAFFIC BEARING MEMBRANE TONGUE AND GROOVE TEMPERATURE TEMPERED TEMPORARY TERRAZZO TERRAZZO BASE THICK(NESS) THRESHOLD TACKBOARD TOP OF BRICK TOP OF CONCRETE TOILET TOP OF MASONRY TOPPING TOP OF STEEL STRUCTURAL TUBING (STEEL UNLESS NOTED) TOP OF SLAB THROUGH WALL FLASHING TYPICAL UNDERCUT UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED URINAL VAPOR BARRIER VINYL COMPOSITE TILE VERTICAL VESTIBULE VENT THRU ROOF WITH WITH WHERE APPLICABLE WITHOUT WATER CLOSET WOOD WINDOW WIDE FLANGE WATERPROOFING STEEL TEE-SHAPE DESIGNATION WELDED WIRE FABRIC PL PL PLAS PLK PLYWD PM PR PRD PRCST PREFAB PT PRMLD PSF PTD QT QTB R R+S RB RD RECT PLATE PROPERTY LINE PLASTER PLANK PLYWOOD PRESSED METAL PAIR PROMENADE ROOF DRAIN PRECAST PRE-FABRICATED PREASSURE TREATED PREMOLDED POUNDS PER SQUARE FOOT PAINTED QUARRY TILE QUARRY TILE BASE RISER(S) BACKER ROD & SEALANT RUBBER BASE ROOF DRAIN RECEPTACLE 3 HOUR FIRE RATING EXIT DISCHARGE EXIT SIGN FIRE EXTINGUISHERFE EGRESS PATH TRAVEL DISTANCE (FEET) COMMON PATH OF TRAVEL (FEET) AREA OR SPACE EXIT X X E D 21 3 4 C B A F G H 142 FE FE ROOF DRAIN BODY & DOME CLAMPING RING MEMBRANE ROOFING SYSTEM UNDER MEMBRANE BD TAPERED RIGID INSUL 1 1/2" METAL ROOF DECK (EXISTING) UNDERDECK CLAMP A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 808-2266 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM S. BRADFORD A. MICHAEL G. STEIN A. LEBLANC B. GIORGI ABBREVIATIONS AND SYMBOLS BUILDING CODE SUMMARY A-1 96538-221206 ASZ001DF ISSUE FOR BID SYMBOLS OPENINGS MATERIAL SYMBOLS DIMENSIONING SYSTEMABBREVIATIONS Life Safety Legend FLOOR PLAN NTS CODE SUMMARY _ DETAIL 1 1/2" = 1'-0" L ROOF DRAIN LIFE SAFETY A-2 E N 2 A-3 2 A-3 1 A-3 1 A-3 D 21 3 4 C 14'-6"15'-0"15'-8" B A 45'-2"84'-0"F G H 111'-6"18'-0"17'-0"17'-0"17'-0"15'-0"13'-1"13'-9"1"18'-1"1'-2" VESTIBULE CF-101 DAF BUILDING CF-100 F.1 DA-101A DA-101B DA-101C DA-100A 7"8"27'-6"14'-6"15'-0"15'-8" 3HR PARTITION DA-100B 3HR PARTITION GRID LINE TO F.O. EXIST. BUILDING 2'-4 5/8"3'-4 1/2"2'-11"12'-0"A-4 5 A-4 6 R.O. R.O. R.O. FE FE 3'-0"3'-4 1/2" 2'-5"3'-4 1/2" E 2 A-3 2 A-3 1 A-3 1 A-3 D 21 3 4 C B A 14'-6"15'-0"15'-8" F G H 18'-0"17'-0"17'-0"17'-0"15'-0"13'-9"13'-9"111'-6"F.1 7" 45'-9" N ADDED CMU PARAPET AT EXIST. BUILDING L A-1 EXIST. ALUM COPING NEW ALUM COPING CORNER PIECE INSUL MTL WALL PANEL MTL CLOSURE ALUM LOUVER STEEL CHANNEL BY BLDG. MANUFACTURE TRIM COMP FILLER, ROD AND SEALANT B/S BIRD SCREEN 8"3/8"2" INSUL MTL WALL PANEL ALUM LOUVER STEEL CHANNEL BY BLDG. MANUFACTURE TRIM COMP FILLER, ROD AND SEALANT B/S BIRD SCREEN 8"GRIT JAMB TRIM 3/8" ALUM LOUVER COMP FILLER, ROD AND SEALANT B/S INSUL MTL WALL PANEL STEEL CHANNEL BY BLDG. MANUFACTURE TRIM PERIMETER ANGLE BIRD SCREEN 8"3/8"WALL PANEL ROD AND SEALANT (BOTH SIDE) TYP STEEL CHANNEL BY BLDG. MANUFACTURE 2-PIECE HEAD FLASHING SEALANT (BOTH SIDE) TYP LOCK-IN TYPE ANCHOR (TYP) 8" INSUL MTL WALL PANEL DOOR- SEE SCHEDULE DA-101CDOOR 1 1/4" WALL PANEL STEEL CHANNEL BY BLDG. MANUFACTURE JAMB TRIM DOOR (SEE SCHEDULE) ROD AND SEALANT (BOTH SIDE) TYP INSUL MTL WALL PANEL SEALANT (BOTH SIDE) TYP DA-101CDOOR DOOR FRAME INSUL METAL WALL PANEL SYSTEM ON GIRT TRIM / FLASHING TO COVER STEEL CHANNEL FRAME HIGH LIFT OVERHEAD DOOR + TRACK OUTSIDE INSIDE 8" EXISTING 8" CMU COMP FILLER, ROD AND FIRE RATED SEALANT @ BOTH SIDES HM FRAME HM DOOR7 5/8"2"3/8"RO3HR RATED PARTITION 5 3/4" 2 LAYERS OF 1" GYP SHAFT WALL SHIM AS REQ'D, CONT ROD & FIRE RATED SEALANT EA SIDE HM FRAME HM DOOR EXISTING 8" CMU RO 3HR RATED PARTITION 3/8" 2" 2 LAYERS OF 1" GYP SHAFT WALL ALUM THRESHOLD ANCHORED TO CONC AND SET IN CONT SEALANT BEADS EA SIDE FIN FLOOR AS SCHED DOOR AS SCHED WEATHER SEAL AS SPECIFIED METAL TRIM TO COVER METAL PANEL AND STEEL CHANNEL INSUL MTL PANEL SYSTEM ON GIRT BATT INSULATION STEEL CHANNEL BY BLDG MANUFACTURER OVERHEAD DOOR FRAME OVERHEAD DOOR WEATHER STRIPPING GIRT LINE STRUCTURE BY BLDG MANUFACTURE A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 808-2266 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM S. BRADFORD A. MICHAEL G. STEIN A. LEBLANC B. GIORGI DISSOLVED AIR FLOTATION BUILDING FLOOR PLANS AND ROOF PLAN A-2 96538-221206 ASZ001DF ISSUE FOR BID 1/8" = 1'-0" GROUND FLOOR PLAN 1/8" = 1'-0" ROOF PLAN EXISTING TREATMENT PLANT MASONRY WALL EXISTING DOOR OPENING PROVIDE CONCRETE SUPPORT PADS FOR COMPRESSORS, SATURATION TANKS AND RECYCLE PUMPS CONCRETE SUPPORT PADS FOR DAF EQUIPMENT SEE STRUCTURAL DWGS 4" ROOF DRAIN PROVIDE TAPERED INSULATION TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING CURB WALL 4" ROOF DRAIN PROVIDE ADDITIONAL ROOF DECKING SUPPORTS BETWEEN STEEL TRUSSES AT DRAIN LOCATIONS. LIMITS OF NEW EPDM ROOFING PROVIDE 2'-8" HIGH CMU PARTITION ABOVE EXIST WALL FULL WIDTH OF EXIST. BUILDING SEE SECTION 2/A-4 FOR INSULATED ROOFING PANELS AND INSULATED SIDING PANELS SEE SPECIFICATION (TYP.) PROVIDE REGLET FLASHING AT EXISTING SPLIT FACE CMU WALL AND NEW METAL ROOF TRANSTION, SEAL REGLET WATER TIGHT, SEE SECTION GUTTER WITH DOWNSPOUTS EDGE OF EXIST. BUILDING 4" ROOF DRAIN GRID LINE B 1" FROM FACE OF EXISTING BUILDING LINE OF CONCRETE LINE OF CONCRETE LINE OF CONCRETELINE OF CONCRETE CROSS BRACING LOCATIONS - TYP. 14" GIRTS AT GRID LINE 1 FACE OF STEEL REMOVE EXIST. DOOR/ REPLACE W/ NEW DOOR F.1 GRID = CENTERLINE OF COLUMNS GUTTER WITH DOWNSPOUTS _ DETAIL 1 1/2" = 1'-0" A LOUVER HEAD _ DETAIL 1 1/2" = 1'-0" C LOUVER JAMB _ DETAIL 1 1/2" = 1'-0" B LOUVER SILL _ DETAIL 1 1/2" = 1'-0" D DOOR HEAD _ DETAIL 1 1/2" = 1'-0" E DOOR JAMB _ DETAIL 1 1/2" = 1'-0" F OVERHEAD DOOR HEAD _ DETAIL 1 1/2" = 1'-0" J EXISTING DOOR HEAD _ DETAIL 1 1/2" = 1'-0" K EXISTING DOOR JAMB _ DETAIL 1 1/2" = 1'-0" H DOOR THRESHOLD _ DETAIL 1 1/2" = 1'-0" G OVERHEAD DOOR JAMB T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 E 2 A-3 23'-0"DCBA F G H 18'-0"17'-0"17'-0"17'-0"15'-0"13'-9"13'-9" T.O. EXIST. WALL 280.00 F.1 4 A-4 8" 3 A-4 SIM T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 1 A-3 +/-25'-11"2 134 8'-8"4'-0"6'-0"2'-0"4'-9"4'-0" 12 1/2 14'-6"15'-0"15'-8" T.O. EXIST. WALL 280.00 L-105 L-104 L-103 18'-0"7'-4"R.O.T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 1 A-321 3 4 +/-25'-10"17'-6"2'-6"4'-0"5'-0"4'-0"5'-0" 14'-6"15'-0"15'-8" 12 1/2 18'-0"T.O. EXIST. WALL 280.00 L-102L-101L-100 7'-4"R.O.T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 E 2 A-3D C B AFGH 15'-0"17'-0"17'-0"17'-0"18'-0" F.1 10'-0"27'-10 3/8"5 A-4 T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 1 A-3 2 134 14'-6"15'-0"15'-8"23'-0"A-4 1 A-4 2 T.O. EXIST. WALL 280.00 T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 E 2 A-3D C B AF 15'-0"17'-0"17'-0"17'-0"18'-0" F.1 8" A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 808-2266 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM S. BRADFORD A. MICHAEL G. STEIN A. LEBLANC B. GIORGI DISSOLVED AIR FLOTATION BUILDING BUILDING ELEVATIONS AND SECTIONS A-3 96538-221206 ASZ001DF ISSUE FOR BID 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" WEST ELEVATION 1/8" = 1'-0"A-2 2 BUILDING SECTION 1/8" = 1'-0"A-2 1 BUILDING SECTION EXISTING TREATMENT BUILDING ALUM. GUTTER WITH DOWNSPOUTS INSULATED SIDING PANELS AND ROOFING PANELS FOR DAF BLDG AND VESTIBULE TO MATCH IN COLOR AND PROFILE PROVIDE INSIDE CORNER EXPANSION JOINT COMPLETE WITH NEOPRENE SEAL AGAINST EXISTING SPLIT FACE CMU SURFACE, SECURE AND SEAL TO METAL SIDING AND CMU LIGHT FIXTURE (TYP.) EXISTING TREATMENT BUILDING LIGHT FIXTURE (TYP.) PROVIDE INSIDE CORNER EXPANSION JOINT COMPLETE WITH NEOPRENE SEAL AGAINST EXISTING SPLIT FACE CMU SURFACE, SECURE AND SEAL TO METAL SIDING AND CMU PROVIDE INSIDE CORNER FLASHING COMPLETE WITH NEOPRENE SEAL AGAINST EXISTING SPLIT FACE CMU SURFACE, SECURE AND SEAL TO METAL SIDING AND CMU LIGHT FIXTURE (TYP.) LIGHT FIXTURE (TYP.) 12'Wx10'H INSULATED HIGH LIFT SECTIONAL OVERHEAD DOOR X BRACING LOCATIONS TYP. FLASHING AT ROOF TO WALL INTERSECTION EXISTING NEW EXISTING NEW EXISTING TREATMENT BUILDING NEW SPLIT FACE PARAPET AT EXIST. BLDG. - MATCH EXISTING COLOR AND HEIGHT DOWNSPOUTS TYP. @ EA. COL. LINE DOWNSPOUTS ALUM COPING TO MATCH EXISTING COLOR NEW ONE PIECE CORNER COPING PIECE - TO MATCH EXISTING ROOF - WALL FLASHING BY BLDG MANUFACTURER NEW 1 PIECE CORNER COPING T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 4 12 1/2 INSULATED METAL PANEL SYSTEM INSUL. METAL PANEL CLADDING FASTENED TO 8" HORIZ. GIRTS (14" AT COL. LINE 1) FIN. GRADE - REFER TO CIVIL DOC.S VAPOR BARRIER ABOVE 2" RIGID INSUL 2" RIGID INSUL. OVER DAMPPROOFING SEE STRUCTURAL FOR FOUNDATION DESIGN STRAIGHT COLUMNS, TYP. 6" GUTTER MTL. PANEL ROOF SYSTEM BY MANUF. BUILDING FABRICATOR CONC. CURB - REFER TO STRUCTURAL 2'-0"(TYP.) T.O. SLAB 260.32 B.O. ROOF STEEL AT LOW POINT 283.32 1 12 1/2 EXIST 8" NOM. CMU SPLIT FACE MASONRY EXTERIOR WALL ADD 4 COURSES ( 32" ) 8" CMU TO FULL WIDTH EXISTING EAST WALL- MATCH EXISTING SPLIT FACE CMU (WHERE EXPOSED 3 HR FIRE RATED ASSEMBLY UL U415, SYSTEM G FIRE SAFE ALL PENETRATIONS THROUGH RATED ASSEMBLY 2" SEPARATION (CAVITY) ALUM. FLASHING / SLIP JOINT TO ALLOW 2" HORIZ. MOVEMENT T.O. EXIST. WALL 280.00 14" GIRTS AT GRID LINE 1 INSULATED WALL PANEL SYSTEM A-4 3 VAPOR BARRIER OVER 2" RIGID INSULATION BELOW SLAB 8" HORIZ. GIRT INBOARD OF GRID LINE 1 ( BETWEEN GRID LINES B - H ) 1 ROOF MEMBRANE ON COVERBOARD OVER NEW TAPERED INSULATION - PITCH TO ROOF DRAIN 3" CANT STRIP AND MEMBRANE FLASHING AT CMU - LAP OVER BLOCKING 2 PIECE ALUM FLASHING SYSTEM FASTEN TO WOOD BLOCKING CONTINUOUS BACKER ROD & SEALANT INSULATED METAL PANEL CLADDING AND HORIZ. GIRTS PER SPEC. METAL CLOSURE PIECE BY MANUFACTURER METAL ROOF BY MANUFACTURER - REFER TO SPECIFICATIONS 4 COURSES 8" CMU ABOVE EXIST. WALL 1/2" Ø ANCHOR BOLTS @ 32" O.C. EXIST. SPLIT FACE CMU 7" RATED PARTITION - BRACE TO MANUF. BUILDING ONLY 2" MIN. CLEAR EXIST. ROOF DECK 8" GIRT INBOARD OF GRID LINE 1 14" GIRT AT METAL PANEL 1'-2" FACE OF STEEL COL. CONT BOND BEAM W/ #4 GROUT SOLID #4 ROD @ 48" O.C. GROUT CMU CELLS FULL AT EXISTING CMU GROUT CELLS FULL @ #4 RODS FOR A DEPTH OF 2 BLOCK COURSES METAL TRIM BY BUILDING MANUFACTURE. FASTEN TO GRIT 2 - PT 2 X 8 UL FIRE RATED SEALANT SYSTEM ALUM COPING SYSTEM UL FIRE RATED SEALANT SYSTEM 3 HOUR FIRE RATED PARTITION COVER BOARD HORIZONTAL JOINT REINFORCING @16" O.C. 1 2" 7" FIRE SEAL AROUND ALL BEAM PENETRATIONS TYPICAL INSULATED METAL ROOFING SYSTEM ON PURLINS, BY MANUF. RATED PARTITION - BRACE TO MANUFACTURED BUILDING STRUCTURE ONLY ROUT HORIZ. MORTAR JOINT TO 1" DEPTH- INSTALL PLASTIC WEDGES IN REGLET, SEAL W/ CONT SEALANT ALUMINUM COUNTER FLASHING WITH SLIP JOINT - ALLOW 1" MOVEMENT EACH DIRECTION 8"EXIST SPLIT FACE CMU 1" CLR COORD. LOCATION OF ROOF SUPPORT TO ALLOW RATED PARTITION CONTINUITY UL FIRE RATED SEALANT SYSTEM 1 B 2"INSUL. METAL PANEL SIDING STL. ANGLE SUPPORT AS REQ. VERTICAL EXPANSION JOINT FASTENED TO EXISTING CMU & NEW PANEL - PROVIDE SHIMS AND SEALANT AT EXIST. BLOCK. NEW / EXISTING BUILDING CMU 3 HR RATED PARTITION NOTE: VERTICAL EXPANSION JOINT AT GRID LINES 1 & H SIM. PROVIDE 4" EXPANSION JOINT AT GRID LINE 1 & H 2"LINE OF WALL PANEL ABOVE EXISTING ROOF LEVEL 7" FIRE RATED SEALANT W/ MINERAL BOARD BAC-UP CONT 3 HOUR FIRE RATED MINERAL WOOL- FULL HEIGHT 1 H 7" 1" CONT ROD + SEALANT TRIM INSUL METAL PANNEL GIRT EXIST SPLIT FACE CMU 3 HR FIRE RATED PARTITION A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 808-2266 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM S. BRADFORD A. MICHAEL G. STEIN A. LEBLANC B. GIORGI DISSOLVED AIR FLOTATION BUILDING WALL SECTIONS AND SCHEDULES A-4 96538-221206 ASZ001DF ISSUE FOR BID DOOR SCHEDULE DOOR NUMBER SIZE DOOR FRAME DETAILS - SHT. A-2 HARDWARE SET FIRE RATING GLASS TYPE NOTESWIDTH HEIGHT TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB THRESHOLD DA-100A 3'-0" 7'-2" F HM PTD HM D E H 1 - DA-100B 12'-0" 10'-0" ALUM FF STL PTD F G - BY MFR - INSULATED HIGH BAY OVERHEAD DOOR -SEE SPEC. DA-101A 3'-0" 7'-2" F HM PTD HM PTD D E H 1 - DA-101B 3'-0" 7'-2" F HM PTD HM PTD J K H 3 3 HR - DA-101C 3'-0" 7'-2" F HM PTD HM PTD D E H 2 - FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR CEILING WALLS NOTESMATERIAL FINISH BASE MATERIAL FINISH HEIGHT NORTH EAST SOUTH WEST MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH CF-100 DAF BUILDING CONCRETE SEALER N/A MP FF MP FF MP FF MP FF GWB PTD PAINT EXPOSED STEEL CF-101 VESTIBULE CONCRETE SEALER N/A MP FF MP FF MP FF MP FF GWB PTD PAINT EXPOSED STEEL LOUVER SCHEDULE LOUVER NUMBER TYPE R.O. SIZE DEPTH MATERIAL FINISH DETAIL - SHT. A-2 + A-4 NOTESWIDTH HEIGHT HEAD JAMB SILL L-100 2'-6" 2'-6" 6" ALUMINUM FF A C B L-101 5'-0" 5'-0" 6" ALUMINUM FF A C B L-102 5'-0" 5'-0" 6" ALUMINUM FF A C B L-103 4'-0" 4'-0" 6" ALUMINUM FF A C B L-104 2'-0" 2'-0" 6" ALUMINUM FF A C B L-105 4'-0" 4'-0" 6" ALUMINUM FF A C B L-106 6'-0" 2'-6" 6" ALUMINUM FF A C B 1/2" = 1'-0"A-3 1 EXTERIOR WALL SECTION 1/2" = 1'-0"A-3 2 WALL SECTION COL LINE 1 _ 1 1/2" = 1'-0" 3 EXTERIOR WALL AT EXISTING BLDG 1 1/2" = 1'-0"A-3 4 ROOF TO WALL INTERSECTION 3" = 1'-0"A-2 5 VERTICAL EXPANSION JOINT @ DAF BUILDING 1 1/2" = 1'-0"A-2 6 VERTICAL JOINT @ VESTIBULE M-1 MECHANICAL ABBREVIATIONS, LEGEND AND PIPING SYMBOLOGY MECHANICAL PIPING GENERAL ABBREVIATIONS: A B C D E F G H I J L M N O P Q R S T U V W X Y VALVE SYMBOLS MISCELLANEOUS PIPING COMPONENTS VALVE OPERATOR EXAMPLES PROCESS PIPE IDENTIFICATION MISCELLANEOUS SYMBOLS PROCESS VALVE LOOP IDENTIFICATION PIPE TAG TYPICAL PIPE ELEVATION NOTES F 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-2 MECHANICAL DEMOLITION AND PIPING NOTES AND LEGEND MECHANICAL PIPING GENERAL NOTES:DEMOLITION GENERAL NOTES:EXISTING FACILITIES INFORMATION: 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID EXISTING FACILITIES AND NEW WORK SYMBOLOGY AND ANNOTATION EXISTING FACILITIES DEMOLITION SYMBOLOGY AND ANNOTATION 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID PLAN M-3 EXISTING PROCESS AREA DEMOLITION PLAN N 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID SECTION 1 M-4 EXISTING PROCESS AREA DEMOLITION SECTIONS SECTION 2 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID PLAN M-5 EXISTING PROCESS AREA NEW WORK PLAN N 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-6 EXISTING PROCESS AREA NEW WORK SECTIONS SECTION 1 SECTION 2 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-7 DAF AREA NEW WORK PLAN NPLAN DETAIL A 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-8 DAF AREA NEW WORK SECTIONS I SECTION 1 SECTION 2 SECTION 3 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-9 DAF AREA NEW WORK SECTIONS II SECTION 4 SECTION 5 DETAIL A SECTION 6 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-10 DAF AREA NEW WORK ISOMETRIC VIEWS NN DETAIL L DETAIL G DETAIL H DETAIL J DETAIL EDETAILDDETAILCDETAILBDETAILA 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-11 STANDARD MECHANICAL DETAILS DETAIL M DETAIL P DETAIL N DETAIL K DETAIL F 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID M-12 DAF AREA EQUIPMENT PLATFORM PLAN NPLAN SECTION 1 AV ABA B S S SYMBOLS VALVES SYMBOLS PIPE FITTINGS SYMBOLS DUCTWORK GENERAL NOTES SPECIALTIES FS S T PD P H PA 12X20 20X12 16X8 AD R 20X12 20X12 12X20 UNCLASSIFIED. TYPE AS SHOWN ON THE DRAWINGS ADJACENT TO SYMBOL FLOW METER GATE VALVE GLOBE VALVE NEEDLE VALVE BALL VALVE 3-WAY BALL VALVE CONE VALVE PINCH VALVE DIAPHRAGM VALVE FLOW BALANCING AND SHUTOFF VALVE BUTTERFLY VALVE PLUG VALVE 3-WAY PLUG VALVE 4-WAY PLUG VALVE CHECK VALVE, GENERAL SYMBOL BALL CHECK VALVE DOUBLE DOOR CHECK VALVE SOLENOID VALVE 3-WAY SOLENOID VALVE ANGLE VALVE PRESSURE CONTROL VALVE (SELF CONTAINED) PRESSURE CONTROL VALVE (ACTIVATED BY STEAM PRESSURE) DIFFERENTIAL PRESSURE REDUCING REGULATOR WITH INTERNAL AND EXTERNAL PRESSURE TAPS 2-WAY CONTROL VALVE 3-WAY CONTROL VALVE 3-WAY MIXING VALVE AUTOMATIC AIR RELEASE VENT GATE VALVE (NC) WITH HOSE CONNECTOR CAP BOTTOM CONNECTION TOP CONNECTION ELBOW UP ELBOW DOWN REDUCER CONCENTRIC REDUCER ECCENTRIC STRAIGHT REDUCER ECCENTRIC STRAIGHT CROWN TEE TEE UP TEE DOWN UNION SCREWED UNION FLANGED ALIGNMENT GUIDE ANCHOR HUMIDISTAT PRESSURE GAUGE AND COCK STRAINER THERMOMETER PRESS. DIFF. W/ INDICATOR LIGHT & REMOTE ALARM @ ATC THERMOSTAT SMOKE SENSOR FLOW SWITCH TO SPACE FROM SPACE 1/2" UC 100 CFM UNDERCUT DOOR 20X12 LD OR DG 200 CFM LOUVER DOOR OR DOOR GRILLE MANUAL VOLUME DAMPER FIRE DAMPER ∆ -1.5 (1-1/2 HR RATED) MOTOR OPERATED DAMPER DIRECTION OF FLOW DUCT SIZE - FIRST NUMBER IS SIDE SHOWN DUCT SECTION, POSITIVE PRESS. FIRST NUMBER IS TOP DUCT SECTION, NEGATIVE PRESS. FIRST NUMBER IS TOP ELEVATION CHANGE (R) RISE, (D) DROP ACCESS DOOR FLEXIBLE CONNECTION FLEXIBLE DUCT DUCT LINING TRANSITION TURNING VANES SIDE MOUNTED DEVICE BOTTOM MOUNTED DEVICE PIPE MATERIAL CODES FLOW STREAM CODE REGISTER GRILLES AND DIFFUSERS TYPICAL TAG CU COPPER FRP FIBER REINFORCES PLASTIC GS GALVANIZED STEEL PVC POLYVINYL CHLORIDE STL BLACK STEEL D DRAIN RS REFRIGERANT SUPPLY RL REFRIGERANT LIQUID RG REFRIGERANT-HOT GAS REFRIGERANT LIQUID EAG EXHAUST GRILLE EAR EXHAUST REGISTER RAG RETURN GRILLE RAR RETURN REGISTER SAD SUPPLY DIFFUSER SAG SUPPLY GRILLE SAR SUPPLY REGISTER TAG TRANSFER GRILLE WAG WALL GRILLE TYPE OF DEVICE EG 20X20 SIZE 400 CFM CAPACITY NOTE: THIS IS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL ITEMS SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS. AIR COOLED CONDENSER AIR CONDITIONER UNIT (W/DX OR CHILL. WTR COILS) ABOVE FINISHED FLOOR ABOVE GRADE AIR HANDLING UNIT ALTITUDE ACCESS PANEL ACCESS DOOR AUTOMATIC TEMPERATURE CONTROL AUTOMATIC AUXILIARY AVERAGE AUTOMATIC AIR RELEASE VENT ACC ACU AFF AG AHU ALT AP AD ATC AUTO AUX AVG AV GENERAL ABBREVIATIONS A BACK TO BACK BRAKE HORSEPOWER BOTTOM BRITISH THERMAL UNIT BACK DRAFT SELF ACTING DAMPER BASE BOARD HEATER B TO B BHP BOT BTU BBD BBH B CENTER TO CENTER COUNTER CLOCKWISE CENTRIFUGAL CUBIC FEET PER MINUTE CHILLED WTR GLYCOL PUMP CHILLER (WTR OR AIR COOLED) CENTER LINE CEILING CLEAR COLUMN CENTER VALVE FLOW COEFFICIENT CLOCKWISE C TO C CCW CENT CFM CGP CHIL CL CLG CLR COL CTR CV CW C TO DRAIN (NEAREST) DOOR GRILLE DRY BULB DIAMETER DISCHARGE DOWN DRAWING DIRECT EXPANSION COIL D DG DB DIA DISCH DN DWG DX D ELECTRIC UNIT HEATER EACH EXHAUST AIR FAN ENTERING ELECTRICAL ELEVATION EMERGENCY EXHAUST EXPANSION/COMPRESSION TANK EUH EA EAF ENT ELEC ELEV EMERG EXH EXP E FAHRENHEIT FLOW BALANCE & SHUTOFF VALVE FLEX CONNECTION FIRE DAMPER FLOOR GRILLE FLOOR FLANGE FLAT ON BOTTOM FLAT ON TOP FEET PER MINUTE FIRE DAMPER FLOW SENSOR FIN-TUBE RADIATION F FBV FC FD FG FLR FLG FOB FOT FPM FD FS FTR F GALLONS PER MINUTEGPMG HAND-OFF-AUTO HORSEPOWER HEATING AND VENTILATING HEATING, VENTILATING AND AIR CONDITIONING HERTZ H-O-A HP H&V HVAC HZ H INSIDE DIAMETER INSULATE,INSULATION INSTRUMENT(ATION) ID INS INST I LEAVING AIR TEMPERATURE LEAVING WATER TEMPERATURE LEAVING LAT LWT LV L MOTOR THOUSAND BTU PER HOUR MATERIAL MAXIMUM MOTOR CONTROL CENTER MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED M MBH MATL MAX MCC MECH MFR MIN MISC MTD M NORMALLY CLOSED NORMALLY OPEN NOMINAL AMERICAN NATIONAL TAPER PIPE THREAD NOT TO SCALE NC NO NOM NPT NTS N OUTSIDE AIR ON CENTER OUTSIDE DIAMETER OPPOSITE OA OC OD OP O POUNDS PER SQUARE IN PSI ABSOLUTE PSI GUAG PSI PSIA PSI P RETURN AIR RETURN AIR FAN REGISTER RELATIVE HUMIDITY REVOLUTIONS PER MINUTE REDUCER RA RAF REG RH RPM RED R SUPPLY AIR SUPPLY AIR FAN SCHEDULE STATIC PRESSURE SPECIFICATION STAINLESS STEEL SA SAF SCH SP SPEC SS S TRANSFER AIR FAN TEMPERATURE DIFFERENCE TEMPERATURE TOP OF STEEL THERMAL EXPANSION VALVE TAF TD TEMP TOS TXV T HEAT TRANSFER COEFFICIENT UNIT HEATER UNDERWRITERS LABORATORY U UH UL U VOLTS VARIABLE AIR VOLUME VELOCITY V VAV VEL V WITH WITHOUT WET BULB WALL GRILLE W/ W/O WB WG W HVAC EQUIPMENT DIMENSIONS, LOCATIONS, DUCTWORK AND PIPING SYSTEM LAYOUTS ARE BASED ON EQUIPMENT SELECTED BY THE ENGINEER. IF THE CONTRACTOR PROPOSES TO FURNISH EQUIPMENT THAT REQUIRES AN ARRANGEMENT OR SPACE DIFFERING FROM THAT INDICATED ON THE DRAWINGS OR SPECIFIED, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR APPROVAL, DETAILED ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, INSTRUMENTATION, HVAC AND ELECTRICAL DRAWINGS AND EQUIPMENT LISTS SHOWING ALL NECESSARY CHANGES AND EMBODYING ALL FEATURES OF THE HE PROPOSES TO FURNISH. THIS INFORMATION SHALL INCLUDE BUT EQUIPMENT NOT BE LIMITED TO PLANS, SECTIONS, DETAILS, AND SCHEMATICS OF ALL SUCH CHANGES IF APPROVED BY THE ENGINEER APPURTENANCES REQUIRED. SHALL BE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL ASSUME THE COST OF, AND THE RESPONSIBILITY FOR SATISFACTORILY ACCOMPLISHING ALL THE NECESSARY CHANGES CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE EQUIPMENT SUBMITTED AND APPROVED BY THE ENGINEER. REFER TO SPECIFICATIONS FOR FURTHER DETAILS. HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS AND FITTINGS SMALL PIPING etc. REQUIRED FOR THE COMPLETE SYSTEM. TO SCALE BUT NOT EVERY FITTING AND OFFSET IS SHOWN. IS SHOWN APPROXIMATELY APPURTENANCES MAY BE OMITTED FOR THE SAKE OF CLARITY. SOME VALVES AND THE CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL HVAC SYSTEMS SHOWN AND/OR AS DEFINED IN THE SPECIFICATIONS TO ON THE DRAWINGS AND DETAILS, PROVIDE THE COMPLETE SYSTEM. UNLESS OTHERWISE SHOWN ON THE DRAWING ALL FLOOR SLAB AND WALL PENETRATIONS SHALL BE AS SHOWN ON THE WALL PENETRATION DETAILS. ABOVE GROUND EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF APPROVED BY THE ENGINEER, THE CONTRACTOR MAY SUBSTITUTE ALTERNATE METHODS PROVIDING THEY MEET INTENDED DESIGN REQUIREMENTS. NOT ALL AND ONLY CERTAIN TYPES OF SUPPORTS ARE SHOWN ON THE HVAC DRAWINGS. UNLESS OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED AND TO THE APPROVAL OF THE ENGINEER. 1. 2. 3. 4. A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID H. CALLAHAN H. CALLAHAN D. FLAHERTY A. LEBLANC D. FLAHERTY HVAC LEGEND, SYMBOLS, AND ABBREVIATIONS H-1 96538-221206 HWZ001DF.RVT C D E 1 2 3 4 G H F A EF-3 3500 CFM D-3 GUH-1 55 MBH GUH-2 55 MBH N CUH-1 2 KW EF-2 3500 CFM 18"X30" EG 1,000 CFM (TYP OF 3) 18"X18" EG 500 CFM 18"X30" EG 1,000 CFM (TYP OF 3) 18"X18" EG 500 CFM 24"x20"24"x20"MMM M M D-2D-1 D-4 D-5 D-6 1 H-2 3" CONCENTRIC VENT KIT 3" CONCENTRIC VENT KIT DF-1 GUH-3 55 MBH 3" CONCENTRIC VENT KIT EF-1 500 CFM 3/4" COND DRAIN TO OED 3/4" COND DRAIN TO OED 3/4" COND DRAIN TO OED 24"X20" (AL) BOD = 19'6" 24"X20" (AL) BOD = 19'6" M DAF BUILDING (CF-101) VESTIBULE (CF-100) T T T LINE VOLTAGE THERMOSTAT FURNISHED W/ HEATER INSTALLED AND WIRED BY DIV 16 (TYP) DF-1 WALL CONTROLLER FURNISHED W/ FAN INSTALLED AND WIRED BY DIV 16. ELBOW W/ TURNING VANES (TYP FOR ALL ELBOWS) 3" VENT TERMINATION 18'-0" AFF HI TSTAT LOW TSTAT HUMIDISTAT HI STAT LOW STAT HUMIDISTAT B MD-6 EF-3 3,500 CFM 30"X18" EG 1,000 CFM (TYP OF 3) GUH-3 55 MBH 3/4" COND DRAIN TO OED 3/4" COND DRAIN TO OED GUH-1 55 MBH 18"x18" EG 500 CFM 20"X24" (AL)20"X24" (AL) T.O. SLAB 260.32 T.O. DAF PAD 263.40 B.O. ROOF STEEL AT LOW POINT 283.32 E D C B A T.O. DAF 275.40 F A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID H. CALLAHAN H. CALLAHAN D. FLAHERTY A. LEBLANC D. FLAHERTY DAF AREA - NEW WORK PLAN H-2 96538-221206 HWZ001DF.RVT 1/8" = 1'-0" HVAC PLAN 1/8" = 1'-0" SECTION 1 0 16'8'4' 1/8" = 1'-0"SCALE: T H L T H L INSULATED W/ 2" RIGID PLENUM BOX (SAME SIZE AS LOUVER) FAN HOUSING OSHA FAN GUARD BELT DRIVE ANGLE SUPPORT (BY SHEET METAL CONTRACTOR) DAMPER MOTORIZED ACTUATOR PROPELLER FAN MOTOR LOUVER 1'-8" MIN 1'-0" C - DETAIL NTS WALL MOUNTED PROPELLER EXHAUST FAN WALL SLEEVE WEEP HOLES SEAL WITH SEALANT MOTORIZED DAMPER ACTUATOR LOUVER ALUMINUM BIRDSCREEN D - DETAIL NTS LOUVER WITH MOTORIZED DAMPER MOUNTING 12" PLUS MAXIMUM SNOW DEPTH FOR AREA ABOVE GRADE PITCH FLUE PIPE DOWN TOWARD OUTLET 1/4" PER FOOT OF RUN TO ALLOW FOR CONDENSATION DRAINAGE. FLASHINGWALL8"-10" MIN. CLEARANCE AS SPECIFIED IN TYPE "B" WALL VENT FLUE DIAMETER SEAL JOINT BETWEEN SINGLE WALL VENT AND "B" VENT AND THE ANNULAR SPACE OF THE "B" VENT. VENT DIAMETER (SEE TABLE) APPROVED VENT CAP 24" MIN. 3'-0" MIN. 6'-0" MIN. ADJACENT BUILDING BUILDING OVERHANG ADETAIL NTS WALL VENTS FOR GAS UNIT HEATER ATTACH SUPPORT RODS PER SPECIFICATION SECTION 15500. ROOF OR FLOOR SLAB. SEE PLAN FOR CONTINUATION. AND DUCT SIZES. EF INLINE FAN, MOUNT FROM ALL THREAD RODS. SUPPORTS SHALL HAVE NEOPRENE VIBRATION ISOLATORS. SUPPORT RODS WITH NEOPRENE VIBRATION ISOLATORS. TYPICAL. FLEXIBLE DUCT CONNECTION, TYPICAL OF 2. E - DETAIL NTS INLINE FAN MOUNTING DUCT DOUBLE THICKNESS TURNING VANES 4.5" R B - DETAIL NTS SHEET METAL DUCT TURNING VANES GAS-FIRED UNIT HEATER F - DETAIL NTS HORIZONTAL VENTING SYSTEM & CONDENSATE DRAIN CONNECTIONS COMBUSTION AIR INTAKE VENT OUTLET TO BUILDING EXTERIOR CONDENSATE DRAIN TO DRAIN TO OED. SEE PLUMBING DRAWINGS FOR OED LOCATION. CONDENSATE NEUTRALIZATION KIT (TYP) SEE NOTE 1. NOTES: 1.PROVIDE MANUFACTURER'S SUPPLIED CONDENSATE NEUTRALIZATION KIT. PROVIDE SEPARATE KIT FOR VENT DRAIN AND CONDENSATE DRAIN, UNLESS OTHERWISE SPECIFIED BY UNIT MANUFACTURER. A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID H. CALLAHAN H. CALLAHAN D. FLAHERTY A. LEBLANC D. FLAHERTY HVAC SCHEDULES AND DETAILS H-3 96538-221206 HWZ001DF.RVT FAN SCHEDULE UNIT SERVICE FAN DATA MOTOR V/PH/HZ WEIGHT (LBS) MANUFACTURER MODEL #NOTESTYPE CFM ESP DIAMETER (FEET)FAN RPM DRIVE TYPE HP MOTOR ENCLOSURE EF-1 EXHAUST WALL MOUNTED 500 0.2 - 1066 DIRECT 1/4 ODP 120/1/60 27 GREENHECK SE1-12-432-VG 1,2 EF-2 EXHAUST INLINE 3500 0.5 - 1355 DIRECT 2 TEFC 208/1/60 118 GREENHECK SQ-160-VG 1, EF-3 EXHAUST INLINE 3500 0.5 - 1355 DIRECT 2 TEFC 208/1/60 118 GREENHECK SG-160-VG 1 DF-1 DESTRATIFICATION CEILING - - 10 148 DIRECT 1 TEFC 460/3/60 150 BIG ASS FAN POWERFOIL 8 1,3,4 CONDENSING UNIT HEATER SCHEDULE UNIT CAPACITY (MBH) BTU/HR INPUT AIR FAN ELECTRICAL WEIGHT (LBS) MANUFACTURER MODEL #NOTES FLOW (CFM) AIR TEMP RISE (F)HP RPM MOTOR ENCLOSURE V/PH/HZ AMPS GUH-1 51 55,000 1097 43 1/8 1440 TEFC 120/1/60 4.35 93 MODINE PTC-55-S-S-01-21-F 1,2,3,4 GUH-2 51 55,000 1097 43 1/8 1440 TEFC 120/1/60 4.35 93 MODINE PTC-55-S-S-01-21-F 1,2,3,4 GUH-3 51 55,000 1097 43 1/8 1440 TEFC 120/1/60 4.35 93 MODINE PTC-55-S-S-01-21-F 1,2,3,4 DAMPER SCHEDULE UNIT UNIT SERVING OPENING DIMENSIONS BLADE ACTION CONTROL MANUFACTURER MODEL #NOTES WIDTH (IN) LENGTH (IN) D-1 EF-1 30 30 OPPOSED BLADE ACTUATOR RUSKIN TED-50 1 D-2 EF-2 60 60 OPPOSED BLADE ACTUATOR RUSKIN TED-50 1 D-3 EF-3 60 60 OPPOSED BLADE ACTUATOR RUSKIN TED-50 1 D-4 EF-2 48 48 OPPOSED BLADE ACTUATOR RUSKIN TED-50 1 D-5 EF-1 24 24 OPPOSED BLADE ACTUATOR RUSKIN TED-50 1 D-6 EF-3 48 48 OPPOSED BLADE ACTUATOR RUSKIN TED-50 1 ELECTRIC CABINET UNIT HEATER SCHEDULE UNIT LOCATION CAPACITY (kW) AIRFLOW (CFM) MOTOR ENCLOSURE V/PH/HZ WEIGHT (LBS) MANUFACTUR ER MODEL #NOTES CUH-1 VESTIBULE 2 250 TEFC 208/60/1 115 INDEECO - CUI SERIES 1,2 NOTES: 1.PROVIDE INTEGRAL THERMOSTAT, SETPOINT 55°F (ADJ.) 2.WALL MOUNTED, CONFIGURED FOR FRONT SUPPLY AND RETURN. NOTES: 1.PROVIDE WALL MOUNTED, SINGLE-STAGE THERMOSTAT. 2.PROVIDE NATURAL GAS TO PROPANE CONVERSION KIT. 3.PROVIDE CONDENSATE pH NEUTRALIZATION KIT 4.PROVIDE 3" HORIZONTAL CONCENTRIC VENT KIT. NOTES: 1.PROVIDE INTEGRAL FAN SPEED CONTROL. 2.PROVIDE W/ MOTOR SIDE OSHA GUARD. 3.PROVIDE STANDARD WALL MOUNT CONTROLLER. 4.COORDINATE MOUNTING OPTIONS W/ BUILDING MANUFACTURER. NOTES: 1.ACTUATOR SHALL BE 120VAC, 70 LB-IN, W/ END SWITCH RATED AT 5A. JCI MODEL M208-BAC-3 OR EQUAL. B C D E 1 2 3 4 GFA FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 B 4" SEE NOTE 1 4"W (UP) TO FCO SEE NOTE 3 1" 1"1"1"1" 4" 4" 4" 4"W (UP) TO FCO 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"W (UP) TO OED 2"V (UP) 4"W (UP) TO FD (TYP OF 7) 2"2" 3"4" VTR 4" 4"W (UP) TO FCO 3/4"P (DROP) TO WHS WHS 3/4"P (DROP) TO WHS WHS 3/4" 3/4" 3/4" 4"W (UP) TO OED3/4"P (DROP) TO WHS WHS 3" 2" 4"W (UP) TO FCO 4"W (UP) TO OED 2"V (UP) 4"W (UP) TO FCO P P PGGGGPPG G 1"1" 3/4" 3/4" 3/4"G (DROP) TO GUH-1 (55 BTU/HR) 3/4"G (DROP) TO GUH-3 (55 BTU/HR) 3/4" 3/4"G (DROP) TO GUH-2 (55 BTU/HR) 3/4" 3/4" 1" 4" 3/4" 4" 4" 4" 4"P2" 4"W(UP) TO 8" OED SEE DETAIL D ON SHEET P-3 4"W(UP) TO 8" OED SEE DETAIL D ON SHEET P-3 EX 1 1/4" EX 1" EX 2" DP SEE NOTE 1 BURIED PIPING (SEE NOTE 6) BURIED PIPING (SEE NOTE 6) BURIED PIPING (SEE NOTE 6) BURIED PIPING (SEE NOTE 6) 3/4" P(RISE) P 3/4" 3/4" P(DROP) TO WHS) SEE NOTE 8. WHS (LOCATED ON MEZZANINE) SEE NOTE 3 PRV (11" WC) (SEE GAS PIPING DIAGRAM ON P-4) 6" RL DOWNSPOUT @ EL 12" ABOVE GRADE (SEE NOTE 9) 6" RL (DROP) 6" RL 6" RL 4" RL 4" RL UP TO ROOF DRAIN (TYP OF 3) (SEE ARCH DWGS) 6" RL4" RL A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 701 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID J. SHEEHAN K. ASHOK C. WERME A. LEBLANC D. FLAHERTY DAF AREA NEW WORK PLUMBING PLAN P-2 96538-221206 PWZ001DF.RVT 1/4" = 1'-0" PLUMBING PLAN NNOTES: 1.FOR CONTINUATION OF PIPING REFER TO CIVIL DRAWINGS. 2.FOR CONTINUATION OF PROTECTED WATER PIPING REFER TO EXISTING PLUMBING DRAWINGS. 3.CONNECT TO EXISTING 2" GAS LINE. 4.CONTRACTOR SHALL INSTALL BALL VALVES ON ALL DROPS TO WHS. 5.CONTRACTOR SHALL INSTALL 4"X8" REDUCER FROM OED & INSTALL 8" PIPE VERTICALLY A MINIMUM OF 36". FINAL HEIGHT OF 8" VERTICAL PIPING SHALL BE COORDINATED WITH PROCESS MECHANICAL CONTRACTOR. 6.BURIED 4" SANITARY PIPING SHALL BE ENCASED IN CONCRETE AS SHOWN ON THE STRUCTURAL DETAIL SHEET. 7.ALL RL PIPING SHALL BE SLOPED AT MINIMUM OF 1/8" PER FOOT. 8.PROVIDE SUPPLEMENTAL STEEL SUPPORTS FOR 3/4" P DROP PIPING TO MEZZANINE WHS. 9.6" RL DOWNSPOUT SHALL BE ZURN Z199, OR EQUAL. 0 8'4'2' 1/4" = 1'-0"SCALE: 1 1/4" 1 1/4" SEE NOTE 2 BLACK IRON 3 1/2" MINIMUM ANODELESS RISER ANODELESS RISER GRADE BALL VALVE PRV (11" WC) UNION CONNECT TO EXISTING BLACK IRON 18" 12" PE PIPING MAGNETIC TAPE FROM PROPANE TANKS TO BUILDING GAS DISTRIBUTION BY PLUMBING CONTRACTOR BY GENERAL CONTRACTOR 1" G UNDERGROUND 1" ANODELESS RISER 1"G 3' - 0"3' - 0" PRESSURE RELIEF VALVE (TYP) PRESSURE REDUCING VALVE (10 PSI) (TYP) SEE STRUCTURAL DRAWINGS FOR PROPANE STORAGE TANK PAD DIMENSIONS EXCESS FLOW VALVE (TYP) FLEXIBLE CONNECTION (TYP) A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 701 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID D. FLAHERTY H. CALLAHAN J. SHEEHAN A. LEBLANC D. FLAHERTY PLUMBING GAS PIPING DIAGRAM AND PROPANE TANK PLAN P-4 96538-221206 PWZ001DF.rvt NTS GAS PIPING DIAGRAM NTS PROPANE STORAGE TANK PAD LAYOUT DIAGRAM NOTES: 1.ABOVE GRADE PIPING SHALL BE BLACK IRON. 2.BELOW GRADE PIPING SHALL BE POLYETHYLENE. 3.SEE SPECIFICATION SECTION 13425. 4.FOR LOCATION OF CONCRETE FOUNDATION AND CONTINUATION OF UNDERGROUND PIPING, SEE CIVIL DRAWINGS. 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-1 ELECTRICAL LEGEND I DETAIL A SECTION 1 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-2 ELECTRICAL LEGEND II 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-3 ELECTRICAL SITE PLAN PLAN SECTION 1 SECTION 2 N N SECTION 3 6" TYP. DETAIL A 3'-6"6"PLAN ATS SB MM F.1 XFMR-2 (NOTE 7) PANEL LV PANEL HV EXISTING ATS NEW PANEL HP CONNECT TO EXISTING GROUND GRID EXOTHERMIC WELD TO BUILDING STEEL COLUMN (TYP.) CONNECT TO EXISTING GROUND GRID #4/0 BARE COPPER GROUND, MINIMUM 2.5' BELOW GRADE (TYP.) RAW WATER TURBIDIMETER (LP1-34) ALUM METERING PUMPS (TYP.OF 3) GUH-2 (LV -13) GUH-3 (LV-23) GUH-1 (LV-21) CUH-1 (LV-22,24) M OVERHEAD DOOR INDOOR/OUTDOOR CONTROL STATION WITH OPEN/CLOSE/STOP PUSHBUTTONS AND KEY LOCK-OUT (ON-OFF) (NOTE 1) FLOC-2B FLOC-1B FLOC-2A FLOC-1A D-EF-1 D-EF-2 (NOTE 2) D-EF-3 (NOTE 2) M DF-1 (HV-19,21,23) 480V DF-1 DISCONNECT SWITCH MM M EF-2 (LV-17,19) EF-3 (LV-18,20) EF-1 (LV-15) T FILTERED WATER TURBIDIMETERS (TYP. 2) FINISHED WATER TURBIDIMETER E-4 1 GROUNDING TEST WELL (TYP.) BFV-570 BFV-520 HS-571-2A HS-571-1A HS-521-1B LSL-574 LSH-574 LSL-524 LSH-524 M M MM BFV-575 BFV-525 MM BV-565 BV-515 DAF MAIN PANEL (NOTE 7) EF-1 MOTOR RATED TOGGLE SWITCH 208V DISCONNECT SWITCH (TYP. OF 2) WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI HS-521-2B WP GFCI WP GFCI WP GFCI ENCLOSED CIRCUIT BREAKER FOR DAF PANEL M M MX-576 MX-526 EXISTING SWITCHBOARD EXISTING 150KVA TRANSFORMER M M BWP-1 BWP-2 AE-575 A B C D E F G H 1 2 3 4 AE-525 LE-573 LE-523 DS OVERHEAD DOOR NOTE 3 FE-520 FE-570 AE/AIT-674 (NEW STREAMING CURRENT ANALYZER) AE/AIT-614 (RELOCATED STREAMING CURRENT ANALYZER) FIT-520 FIT-570 (NOTE 6) NEW POLYMER BLENDING UNIT NO. 3 EXISTING POLYMER BLENDING UNIT EXISTING POLYMER BLENDING UNIT NEW FIRE ALARM CONTROL PANEL. SEE SHEET E-8 FOR FURTHER INFORMATION REFER TO ENLARGED PLAN ON THIS SHEET UPS EXISTING PLANT MAIN CONTROL PANEL LV-3 LV-1 (TYP.) M M MM CONDUIT STUB-UP I E-10 ALUM METERING PUMP CONTROL PANELS (TYP.OF 3) 2 3 AC-580-2 AC-580-1 RP-1 RP-2 RP-3 MV-565 M PSH-580-2 PSL-580-2 PSH-580-1 PSL-580-1 2 3 MV-505 M PIT-560 LSL-560 LSH-560 LSHH-560 PIT-510 LSL-510 LSH-510 LSHH-510HS-551-1C TSH-551-1 PSH-551-1 FE/FIT-552-1 HS-551-3C TSH-551-3 PSH-551-3 FE/FIT-552-3 PSH-551-1 FE/FIT-552-1 TSH-551-1 HS-551-1C M M M A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. J. CLEMENTE J. CLEMENTE J. DONALDSON A. LEBLANC N. HOLWAY STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM CITY OF NORWICH, CONNECTICUT ELECTRICAL DAF AREA POWER PLAN ISSUED FOR BID E-4 96538-221206 EWZ001DF WET 1/8" = 1'-0" ELECTRICAL DAF AREA POWER AND INSTRUMENTATION PLAN OH DOOR 3/8" = 1'-0"1 SATURATOR SYSTEM ENLARGED PART PLAN N N NOTES: 1. SEE SHEET E-9 FOR OVERHEAD DOOR WIRING DIAGRAMS. 2. SEE SHEET E-9 FOR EXHAUST FAN WIRING DIAGRAMS. 3. PROVIDE 3/4"C., 2#14, 1#14G FOR INTRUSION ALARM TO EXISTING ALARM PANEL. 4. REFER TO DETAILS J, L AND M ON SHEET E-10 FOR MOUNTING OF PANELBOARDS, RECEPTACLES, AND SWITCHES ALONG THE '1' COLUMN GRID LINE. 5. PROVIDE 3/4"C., 4#14, 1#14G FROM HEATED ENCLOSURE TO DAF MAIN PANEL. 6. SCADA PC ABOVE ON DAF BRIDGE. FURNISH AND INSTALL RECEPTACLE FOR PC. RECEPTACLE SHALL BE WEATHERPROOF AND GFCI. PROVIDE 3/4"C., 2#12, 1#12G FROM NEW UPS IN EXISTING CONTROL ROOM TO RECEPTACLE. PROVIDE 3/4"C., CAT6 FROM SCADA PC TO EXISTING ETHERNET SWITCH IN EXISTING CONTROL ROOM. 7. EQUIPMENT TO BE PAD-MOUNTED. SEE STRUCTURAL DRAWINGS FOR EQUIPMENT PAD DETAILS. GENERAL NOTES: 1. CONTRACTOR SHALL NOT MOUNT OR FASTEN SUPPORTS ONTO NEW OR EXISTING WALLS FOR MOUNTING OF ANY ELECTRICAL EQUIPMENT OR COMPONENTS, TO INCLUDE SWITCHES AND RECEPTACLES. CONTRACTOR TO PROVIDE UNISTRUT RACKS AND ADDITIONAL ACCESSORIES NECESSARY TO MOUNT CONDUITS OFF OR AWAY FROM THE WALLS. ALL INSTALLATIONS SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE. 2. ALL CONDUIT PENETRATIONS ALONG '1' COLUMN GRID LINE SHALL BE FIRESTOPPED. 3. REFER TO PANELBOARD SCHEDULES ON SHEET E-7 FOR CONDUIT AND WIRING OF LOADS AS INDICATED ON THIS SHEET. EXISTING MOTOR CONTROL CENTER EXISTING MCC DISCONNECT SWITCH 0 3/8" = 1'-0" 1'2' 3' 5' SCALE: 0 16'8'4' 1/8" = 1'-0"SCALE: N A B C D E F G H 1 2 3 4 RH-1BU-1(1) RH-1BU-1(1) RH-1 BU-1(1) EDG 44 44 43 RH-1 BU-1(1) RH-1 BU-1(1) NOTE 5 NOTE 5 BU-1 1 RH-1 BU-1(1) 21 3 4 A B C D E F G H 10'-0" MAX (TYP.) 5'-0" MAX (TYP.)~~~~~~~~~~~~~A B C D E F G H 1 2 3 4 © 2014 CDM SMITH ALL RIGHTS RESERVED.REUSE OF DOCUMENTS: THEESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USER, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.DATE: APPROVED BY: CROSS CHK'D BY: SHEET CHK'D BY: DRAWN BY: DESIGNED BY: MAY 2018 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 PROJECT NO. FILE NAME: SHEET NO. REMARKSCHKDDRWNDATEREV. NO. J. CLEMENTE J. CLEMENTE J. DONALDSON A. LEBLANC N. HOLWAY STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM CITY OF NORWICH, CONNECTICUT ELECTRICAL DAF AREA LIGHTING AND SYSTEMS PLAN ISSUED FOR BID E-5 96538-221206 EWZ001DF 1/8" = 1'-0" ELECTRICAL DAF BUILDING LIGHTING PLAN 3 a 3 b 3 a 3 b 3 c 3 c Lighting Fixture Schedule Type Description Manufacturer Electrical Data Comments A 48" X 9.5" IP66 WET LABEL RATED. EXTRUDED ALUMINUM HOUSING. 4000K DOUBLE LED ARRAY, STANDARD DRIVER. SELUX SUR9L 2L35 OR EQUAL 277 V/1-64 VA FURNISH WITH APPROPIATE MOUNTING HARDWARE. B IP66 INGRESS PROTECTION RATED AND UL 1598 WET LOCATION LISTED. CLASS 2 RATED, OPERATING TEMPERATURE OF -40 TO 55 DEGREES CELSIUS. ONE-PIECE DIE-CAST ALUMINUM HOUSING. LUMARK WAL-PAK 2LED OR EQUAL 277 V/1-70 VA PROVIDE WITH INTEGRAL PHOTOCELL CONTROL. PROVIDE WITH BATTERY BACKUP FOR FIXTURES ABOVE EXTERIOR DOORS. (NOTE 4) BU-1 2-HEAD NEMA 4X EMERGENCY LIGHT UNIT. 100W BATTERY CAPACITY. MINIMUM OF 90 MINUTES EMERGENCY ILLUMINATION. MAINTENANCE FREE, LEAD-ACID BATTERY WITH TEST SWITCH AND STATUS INDICATOR. LITHONIA INDX1236 OR EQUAL. 277 V/1-100 VA EDG ABL RECESSED EXIT SIGN. WET LOCATION LISTED. MAX 5 WATTS. LITHONIA EDG OR EQUAL 0 V/1-0 VA RH-1 2-HEAD REMOTE UNIT. NEMA 4X. WET LOCATION LISTED, WEATHERPROOF AND GASKETED. 1 WATT PER LAMP HEAD. LITHONIA ELA LED WP OR EQUAL 277 V/1-0 VA 4 c A A A A B B B B B BB BU-1 EDG EDG B MOUNTED AT 11 FT A.F.F. (ABOVE OVERHEAD DOOR) WET c c b a DRY 44 44 44 44 43 43 43 4343 43 43 43 0 16'8'4' 1/8" = 1'-0"SCALE: 1/8" = 1'-0" ELECTRICAL DAF BUILDING SYSTEMS PLAN F 60 F60 F 15 WET DRY NOTES: 1. LINEAR HEAT DETECTOR, TO BE MOUNTED ON CEILING SURFACE. MAXIMUM LENGTH OF CABLE RUN AND SPACING SHALL BE DETERMINED BY THE CONTRACTOR BY COORDINATING WITH CABLE MANUFACTURER. SEE SPECIFICATION SECTION 16720 FOR FURTHER DETAIL. 2. INDIVIDUAL ADDRESSABLE MODULE TO BE PROVIDED IN NEMA 4X JUNCTION BOX AS PART OF HEAT DETECTION SYSTEM. MODULE TO BE WIRED BACK TO THE FIRE ALARM CONTROL PANEL IN THE ELECTRICAL ROOM. SEE SHEET E-4 FOR LOCATION. 3. END-OF-LINE ZONE BOX TO BE PROVIDED IN NEMA 4X JUNCTION BOX AS PART OF HEAT DETECTION SYSTEM. INSTALL TEST SWITCH AND END-OF- LINE RESISTOR WITHIN BOX. 4. FIXTURES DESIGNATED FOR USE AS EMERGENCY EGRESS LIGHTING SHALL BE WIRED TO THE LINE SIDE OF THE SWITCH FOR THE SUPERVISED CIRCUIT. 5. REMOTE HEAD TO BE MOUNTED ON HANDRAIL OF DAF BRIDGE. FURNISH AND INSTALL APPROPIATE MOUNTING HARDWARE. GENERAL NOTES: 1. CONTRACTOR SHALL NOT MOUNT OR FASTEN SUPPORTS ONTO NEW OR EXISTING WALLS FOR MOUNTING OF ANY ELECTRICAL EQUIPMENT OR COMPONENTS, TO INCLUDE SWITCHES AND RECEPTACLES. CONTRACTOR TO PROVIDE UNISTRUT RACKS AND ADDITIONAL ACCESSORIES NECESSARY TO MOUNT CONDUITS OFF OR AWAY FROM THE WALLS. ALL INSTALLATIONS SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE. 2. FOR CONDUIT AND WIRING TO FIXTURES, REFER TO PANELBOARD SCHEDULE FOR PP-HV ON SHEET E-7. 3. TYPE 'A' AND 'AE' FIXTURES TO BE PENDANT MOUNTED AT 20 FT A.F.F. UNLESS OTHERWISE NOTED. 4. TYPE 'B' FIXTURES TO BE MOUNTED AT 8.5 FT A.F.F. UNLESS OTHERWISE NOTED. 5. TYPE 'EM1' FIXTURES TO BE MOUNTED AT 8.5 FT A.F.F. UNLESS OTHERWISE NOTED. 6. TYPE 'RH1' FIXTURES TO BE MOUNTED AT 8.5 FT A.F.F. UNLESS OTHERWISE NOTED. 7. TYPE 'EDG' FIXTURES TO BE MOUNTED AT 8.5 FT A.F.F. UNLESS OTHERWISE NOTED. TO EXISTING PROCESS BUILDING TO EXISTING PROCESS BUILDING IAMEOL NOTE 2 NOTE 3 NOTE 1 SURFACE MOUNT TYPE 'A' AND 'AE' FIXTURES ABOVE DAF BRIDGE 44 43 2 0 16'8'4' 1/8" = 1'-0"SCALE: A a 43 A b 43 A a 43 A a 43 A a 43 A a 43 A b 43 A b 43 A b 43 A b 43 A a 43 A a 43 A a 43A a 43 A a 43A a 43 A b 43A b 43 A b 43A b 43 A b 43 A b 43 EDG 43 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-6 ELECTRICAL ONE-LINE DIAGRAM ONE-LINE DIAGRAM ELEVATION 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-7 ELECTRICAL PANELBOARD SCHEDULES 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-8 ELECTRICAL INSTRUMENTATION RISER RISER DIAGRAM RISER DIAGRAM 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E CONTROL WIRING DIAGRAM CONTROL WIRING DIAGRAM CONTROL WIRING DIAGRAM E-9 ELECTRICAL DETAILS I DETAIL F DETAIL G BILL OF MATERIAL BILL OF MATERIAL 77 Hartland Street, Suite 201 East Hartford, Connecticut 06108 Tel: (860) 529-7615 CITY OF NORWICH, CONNECTICUT STONY BROOK WATER TREATMENT PLANT DISSOLVED AIR FLOTATION CLARIFIER SYSTEM ISSUED FOR BID E-10 ELECTRICAL DETAILS II DETAIL H SECTION 1 PLAN DETAIL K DETAIL J DETAIL L DETAIL M DETAIL N DETAIL I DETAIL O