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TENITSUS
TILUTSNART
IUQ
AGENCY
PUBLIC WORKS
APPROVALS
LOCATION PLAN
BUILDING PLAN
DATE
DATE
D.P.W. BUILDING NUMBER: BI-NN- 665
DEPARTMENT OF ADMINISTRATIVE SERVICESDIVISION OF CONSTRUCTION SERVICES
MELODY A. CURREYCOMMISSIONER
DANNEL P. MALLOY, GOVERNOR
PROJECT NO. BI-NN-665
IMPROVEMENTS TO 40 SHORE ROADWATERFORD, CONNECTICUT
STATE OF CONNECTICUT
FOR BIDDING - 07.14.2017
MEPRZ DESIGN ASSOCIATES
750 OLD MAIN STREET -SUITE 202ROCKY HILL, CT 06067
860.436.4336
ARCHITECTAMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREETHARTFORD, CT 06103
860.549.4725
PROJECT
LOCATION
DEPARTMENT OF DEVELOPMENTAL SERVICESJORDAN A. SCHEFF
COMMISSIONER
CONTRACT DRAWINGS
SHEET NO. DRAWING TITLE
00 GENERAL
COVER SHEET COVER, DRAWING INDEX
G1.00 GENERAL NOTES, SYMBOLS, GRAPHICS LEGEND
G1.01 TYPICAL MOUNTING HEIGHTS AND CLEARANCES, CODE INFO
04 DEMOLITION
D1.01 DEMOLITION PLAN
05 ARCHITECTURAL
A1.00 CONSTRUCTION PLANS, PARTITION TYPES
A2.00 REFLECTED CEILING PLAN
A3.00 INTERIOR ELEVATIONS
A4.00 DOOR SCHEDULE, DOOR DETAILS, ELEVATIONS
A5.00 FINISH PLAN AND SCHEDULE, FLOORING DETAILS
06 MECHANICAL
M1.1 FLOOR PLANS
M2.1 MECHANICAL SYMBOLS, LEGENDS AND ABBREVIATIONS
M2.2 MECHANICAL DETAILS
M3.1 MECHANICAL SCHEDULES AND DETAILS
07 ELECTRICAL
ED1.1 ELECTRICAL DEMOLITION FLOOR PLANS
E0.0 ELECTRICAL SYMBOLS AND NOTES
E1.1 ELECTRICAL FLOOR PLAN
E4.1 ELECTRICAL DETAILS
E6.1 ELECTRICAL POWER RISER AND SCHEDULES
08 PLUMBING
PD1.0 PARTIAL PLANS PLUMBING DEMOLITION
P0.1 PLUMBING ABBREVIATIONS, SYMBOLS AND LEGEND
P1.0 PLUMBING PARTIAL PLANS FIRST FLOOR
09 FIRE PROTECTION
FP1.1 FIRE PROTECTION PLANS
Grand total: 22
WOMEN'S ROOM
MEN'S ROOM
PORCHN
F.E.C.
EL: 100'-0"
A 1.01
3
4
1
2
A101
1A101
101
000
1
ROOM
202A
150 SF
A
A
ENLARGED PLAN / DETAIL IDENTIFICATION
SECTION IDENTIFICATION
INTERIOR ELEVATION IDENTIFICATION
DIMENSION TO CENTERLINE
DIMENSION LINE
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE REMOVED
NEW CONSTRUCTION
CENTERLINE
DOOR NUMBER
WINDOW NUMBER
PARTITION TYPE
Room Name
ELEVATION MARKER
SPOT ELEVATION
ROOF PITCH
KEYED NOTE
EXTERIOR ELEVATION IDENTIFICATION
FURNITURE TAG
NORTH ARROW
DRAWING REVISION / REVISION NUMBER
A101
1
SHEET NUMBER
COLUMN GRID TAG
ACCESSIBLE ELEMENT
CLEAR FLOOR SPACES FOR WHEELCHAIR: 2'-6" x 4'-0" AND 5'-0" DIAMETER
DIRECTION OF DOWNWARD SLOPE
STAIR TAG
ROOM FINISH TAG
3' - 0"
3' - 0"
WALL
CEILING
BASE
FLOOR
SEMI RECESSED FIRE EXTINGUISHER
12
6.0
1
N
R @ 7 1/2"20
XX
XX
WALLCEILING
WALL FINISH TAG
FINISH TRANSITION TAG
0
Detail NumberSheet Number
Detail NumberSheet Number
Elevation NumberSheet Number
Sheet Number SequenceSheet Type
Discipline
Elevation NumberSheet Number
Room Number
Room Area (If Displayed)
ROOM TAG
CL
ACOUSTICAL TILE
ALUMINUM
CARPET
DISTURBED EARTH
UNDIST. EARTH
EIFS
GLASS ELEVATION
GLASS SECTION
GYPSUM BOARD
HOMOSOTE
INSULATION - RIGID
GRAVEL
MASONRY -CONC. BLOCK
PLYWOOD
SAND
SHINGLE
STEEL
STONE
WOOD
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
GENERAL NOTES, SYMBOLS,GRAPHICS LEGEND
G1.00
AF
CB
19 FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT AND FOR THEMANUFACTURE OR TRANSPORTATION OF ANY OF THE MATERIALS OR EQUIPMENT TO BE USED ORINSTALLED, THE CONTRACTOR SHALL EMPLOY ONLY SUCH LABOR THROUGHOUT AS WILL NOTINTERFERE WITH THE SPEEDY AND UNINTERRUPTED COMPLETION OF THE PROJECT. ALL WORKSHALL BE DONE BY MECHANICS SKILLED IN THEIR TRADE AND SHALL BE INSTALLED IN A NEAT ANDWORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES.
20 ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAWINGS ANDSPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT HISOWN EXPENSE, AND THE SAME SHALL BE REPLACED WITH OTHER MATERIALS OR WORKSATISFACTORY TO THE ARCHITECT. THE CONTRACTOR SHALL ALSO ASSUME THE COST OFREPLACING THE WORK WHICH MAY BE DISTURBED.
21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY LAYING OUT THEWORK AND FOR THE LINES AND MEASUREMENTS HEREIN. HE SHALL ESTABLISH NECESSARYREFERENCE LINES AND PERMANENT BENCH MARKS FROM WHICH BUILDING LINES AND ELEVATIONSSHALL BE TAKEN. ELEVATION HEIGHTS OF ALL WORK INCLUDING BUT NOT LIMITED TO SOFFITS,CEILINGS, DOORS, HOLLOW METAL SHALL BE TRUE AND LEVEL WITHIN A MAXIMUM TOLERANCE OF1/8" OVERALL THE ENTIRE PROJECT.
22 FOR ALL PARTITIONS REFER TO PARTITION SYMBOLS ON DRAWINGS AND THE PARTITION TYPEDETAILS WHICH SHOWS PARTITION CORES AND FINISHES.
23 A. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLYCONDITION AND KEPT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURINGTHE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS AND OTHER FLAMMABLE WASTEMATERIALS OR TRASH FROM THE WORK AREAS AT THE END OF EACH WORKING DAY.
B. ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES AND SIMILAR SPACESWHICH ARE GENERALLY UNFINISHED SHALL BE CLEANED AND LEFT FREE FROM RUBBISH, LOOSEPLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIALS, DIRT AND DUST.
C. CARE SHALL BE TAKEN BY WORKMEN NOT TO MARK, SOIL, OR OTHERWISE DEFACE FINISHEDSURFACES. IN THE EVENT THAT FINISHED SURFACES BECOME DEFACED, THE CONTRACTOR ISRESPONSIBLE FOR CLEANING AND RESTORING SUCH SURFACES TO THEIR ORIGINAL CONDITION. IFTHIS IS NOT POSSIBLE, DAMAGED SURFACES SHALL BE REPLACED.
D. CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK.
E. CLEAN AREAS OF THE BUILDING IN WHICH PAINTING AND FINISHING WORK IS TO BE PERFORMEDJUST PRIOR TO THE START OF THIS WORK, AND MAINTAIN THESE AREAS IN SATISFACTORYCONDITION FOR PAINTING AND FINISHING.
F. THIS CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM THESE AREAS, BROOMCLEANING OF FLOORS, THE REMOVAL OF ANY PLASTER, MORTAR, DUST AND OTHER EXTRANEOUSMATERIALS FROM FINISH SURFACES, INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METAL,WOODWORK, PLASTER, GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRICALEQUIPMENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VISIBLE AFTER GRILLES, REGISTERS ANDOTHER SUCH FIXTURES OR DEVICES ARE IN PLACE.
G. IN ADDITION TO THE CLEANING SPECIFIED ABOVE AND THE MORE SPECIFIC CLEANING WHICHMAY BE REQUIRED IN VARIOUS SECTIONS OF THE SPECIFICATIONS, THE PREMISES SHALL BEPREPARED FOR OCCUPANCY BY:
(i)A THOROUGH CLEANING THROUGHOUT INCLUDING WASHING OR CLEANING BY OTHER APPROVEDMETHODS OF ALL FLOORS AND SURFACES ON WHICH DIRT OR DUST HAS COLLECTED AND BYWASHING GLASS, REMOVING ALL PAINT, PUTTY AND STAINS THEREFROM.
(ii)PROVIDING AND MAINTAINING PROTECTION OF EXISTING AND INSTALLED PORTIONS OF THE WORK.
(iii)LEAVING ALL FIXTURES AND EQUIPMENT IN AN UNDAMAGED, BRIGHT, CLEAN, POLISHEDCONDITION.
(iv)CLEAN AND POLISH ALL HARDWARE, AND OTHER METAL WORK.
(v)FOR FINAL CLEANING, CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONALCLEANING COMPANY TO ACCOMPLISH THE FOLLOWING: REMOVAL OF PUTTY STAINS AND PAINTSPOTS, WASHING AND POLISHING OF GLASS, CLEANING AND POLISHING OF ALL EXPOSED FINISHHARDWARE, AND A THOROUGH CLEANING OF ALL SURFACES; RESILIENT TILE / SHEET VINYLFLOORING POLISHED & BUFFED
24 THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS OF HIS WORK. NOWORK SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN DULY INSPECTED AND APPROVED.SHOULD UNINSPECTED WORK BE COVERED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE,UNCOVER ALL SUCH WORK SO THAT IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION,HE SHALL PROPERLY REPAIR AND REPLACE ALL WORK INTERFERED WITH.
25 THE WORK IS SUBJECT TO INSPECTION BY THE ARCHITECT AND ACCEPTANCE BY THE OWNER.
26 PROTECT OWNER'S PROPERTY, EQUIPMENT AND EMPLOYEES FROM INJURY AND DAMAGE.
27 ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE COORDINATED SO THAT NOCONFLICTS OCCUR. ANY CONFLICTS WHICH RESULT IN A RELOCATION OF A FINISHED SURFACE MUSTBE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.
28 CONTRACTOR SHALL CONSULT WITH ELECTRICAL AND PLUMBING SUB-CONTRACTORS FORLOCATIONS OF CONDUIT AND PIPES IN FOUNDATION, SLABS ON GRADE, AND EXTERIOR WALLS ANDSHALL INSTALL WATERTIGHT PIPE SLEEVES AT THEIR RESPECTIVE LOCATIONS.
29 A SET OF THE INSTRUCTION MANUALS AND INSTALLATION INSTRUCTIONS OF ALL EQUIPMENT ANDACCESSORIES INSTALLED IN THIS JOB SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TOTHE OWNER AT THE COMPLETION OF THE JOB. IN ADDITION, AS-BUILT DRAWINGS OF THECOMPLETED WORK ARE TO BE COMPLETED, SIGNED AND SEALED, AND DELIVERED TO THEARCHITECT AND OWNER AT THE COMPLETION OF THE JOB.
30 PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED EQUIPMENT,ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING OR OTHER MISCELLANEOUS ITEMS AS SHOWNON DRAWINGS TO ASSURE A SECURE INSTALLATION.
31 SUBMITTALS THAT REQUIRE THE REVIEW OF THE ARCHITECT/ENGINEERING TEAM SHALL BEDELIVERED IN DIGITAL FORMAT, AND IF REQUIRED BY THE ARCHITECTURE/ENGINEERING TEAM, BESUBMITTED AS HARDCOPY AS WELL. A SEVEN (7) BUSINESS DAY PERIOD OF TIME WILL BE ALOTTEDFOR ARCHITECT'S/ENGINEER'S REVIEW OF THE CONSTRUCTION SUBMITTAL, AND IT CANNOT BEGUARANTEED THAT AN EXPEDITED SCHEDULE CAN BE ACCOMMODATED.
32 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OR OBTAINING SHOP DRAWINGS FROM THESUBCONTRACTORS AND MANUFACTURERS. THE APPROVAL AND SUBMITTAL OR SHOP DRAWINGS TOTHE ARCHITECT REPRESENTS THAT THE CONTRACTOR HAS REVIEWED AND VERIFIED THE USE OFAPPROPRIATE MATERIALS, PROPER FIELD MEASUREMENTS, FIELD CONSTRUCTION REQUIREMENTS,AND HAVE COORDINATED THE INFORMATION CONTAINED IN THE SUBMITTAL. DEVIATIONS FROM THECONTRACT DOCUMENTS MUST BE CALLED TO THE ATTENTION OF THE ARCHITECT IN WRITING ANDREQUIRES SPECIFIC APPROVAL OF THE ARCHITECT. ARCHITECTURAL APPROVAL OF THE SHOPDRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF ERRORS OROMISSIONS, PER AIA DOCUMENT A201-2007 STANDARDS.
33 ALL QUESTIONS TO THE ARCHITECT/ENGINEERING TEAM SHALL BE SUBMITTED AS REQUEST'S FORINFORMATION (RFI'S), WITH THE CONSTRUCTION MANAGER'S LETTERHEAD. THE CONSTRUCTIONMANAGER WILL PROVIDE A NUMBER TO THE RFI. A ONE (1) WEEK PERIOD OF TIME WILL BE ALOTTEDFOR ARCHITECTURAL/ENGINEERING REVIEW OF THE RFI. ALL CORRESPONDENCE REGARDING RFI'SWILL BE FROM THE CONSTRUCTION MANAGER TO THE ARCHITECT. THE ARCHITECT WILLDISSEMINATE THE INFORMATION TO THE APPROPRIATE ENGINEER'S IF REQUIRED. NOSUB-CONTRACTOR IS TO CONTACT THE ARCHITECT OR ENGINEER WITH A QUESTION DIRECTLY; ALLQUESTIONS TO THE ARCHITECTURE/ENGINEERING TEAM SHALL BE SENT THROUGH THECONSTRUCTION MANAGER.
1 THE TERM CONTRACTOR IS USED IN THESE NOTES TO IDENTIFY THE PARTY WHO IS CONTRACTED TOTHE OWNER AND WHO CAUSES THE WORK OF THE CONTRACT TO BE PERFORMED EITHER BY HISOWN FORCES OR BY OTHER CONTRACTORS RETAINED BY HIM.
2 THE CONTRACTOR SHALL DO THIS WORK IN ACCORDANCE WITH LOCAL LAWS AND ORDINANCESHAVING JURISDICTION. OTHER THAN THE BULDING PERMIT, THE CONTRACTOR SHALL OBTAIN ALLOTHER PERMITS AND APPROVALS AS REQUIRED BY LAW FOR THE COMPLETION OF THE WORK ANDISSUANCE OF A FULL CERTIFICATE OF OCCUPANCY.
3 THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE CONSTRUED AS EVIDENCE THAT ACAREFUL AND THOROUGH EXAMINATION OF THE SITE HAS BEEN MADE AND LATER CLAIMS FORLABOR, MATERIALS OR EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULDHAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. ITSHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR HAS CHECKED AND VERIFIEDALL QUANTITIES, WORK AND MATERIALS INVOLVED AND THAT HE SHALL TAKE RESPONSIBILITY FORANY DEFICIENCIES THEREIN.
4 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, EACH TRADE SHALL VERIFY ALLMEASUREMENTS IN THE FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NOEXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEENACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DISCREPANCIESBETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE FOUND SHALL BE SUBMITTED TOTHE ARCHITECT FOR CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
5 ALL OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLIMENTARY AND WHATIS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL: ANY WORK SHOWN ORREFERRED TO ON ANY ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DRAWINGS.WHENEVER AN ITEM IS SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE ITSHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY INTENDED TO BE THESAME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY NAMED BUT DO SERVE THE SAMEFUNCTION.
6 THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, TOOLS,TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN ACCORDANCE WITH THESENOTES AND DRAWINGS AND PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT ANDINSTALL COMPLETE AND IN SATISFACTORY CONDITION THE VARIOUS MATERIALS AND EQUIPMENT ATTHE LOCATIONS SHOWN. IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITEAND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING THE FACT THATEVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. ANY ITEMWHICH MAY BE REASONABLY CONSTRUED AS INCIDENTAL TO THE PROPER AND SATISFACTORYCOMPLETION OF THE WORK IN ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS ISHEREBY INCLUDED.
7 THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND MEANING OF THEDRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF OF ANY OBVIOUSERRORS OR OMISSIONS, SHOULD ANY EXIST. SHOULD ANY ERROR OR DISCREPANCY APPEAR ORANY DOUBT ARISE AS TO THE TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTORSHALL BRING SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OFPROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER THE SUBMISSION OF PROPOSAL,THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH ITEMS.
8 THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAWINGS AND NOTES. TOINTERPRET AND EXPLAIN THE DRAWINGS OTHER INFORMATION DEEMED NECESSARY BY THEARCHITECT WILL BE FURNISHED TO THE CONTRACTOR WHEN AND AS REQUIRED BY THE WORK, ANDIT IS TO BE UNDERSTOOD THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUALFORCE WITH THESE.
9 FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL SCALE DRAWINGS WHICHTHEY ARE INTENDED TO AMPLIFY. DETAILS OR CONDITIONS INDICATED FOR A PORTION OF THE WORKBUT NOT CARRIED OUT FULLY FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILARPORTIONS EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE THE GREATER QUANTITY,OR A MORE EXPENSIVE ITEM OR METHOD SHALL BE ASSUMED OVER A LESSER QUANTITY OR A LESSEXPENSIVE ONE AND DIMENSIONS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE ORSCALE.
10 ALL PARTITIONS ARE DIMENSIONED TO THE FINISHED FACES OF WALLS. ALL PARTITIONTHICKNESSES SHOWN ARE NOMINAL DIMENSIONS.
11 ALL MISCELLANEOUS WOOD BLOCKING, GROUNDS, FURRING AS REQUIRED, TO BE FIRE RETARDANTTREATED.
12 THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATERIALS AND EQUIPMENTSPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THEARCHITECT. IF THE SPECIFIED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE ANALTERNATE MATERIAL AND SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS,MANUFACTURER'S LITERATURE, PERFORMANCE DATA, ETC. IN ORDER THAT THE ARCHITECT CANEVALUATE THE PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A CORRELATEDFUNCTION, ADJACENT CONSTRUCTION, OR THE WORK OF ANY OTHER CONTRACTOR OR TRADE, THENECESSARY CHANGES AND MODIFICATIONS TO THE AFFECTED WORK SHALL BE SUBMITTED WITHTHE SUBSTITUTION AND ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THEOWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTERTAINED BY THE ARCHITECT DUE TOCONTRACTOR'S FAILURE TO ORDER MATERIALS IN A TIMELY MANNER.
13 THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE IN THE PROJECTARE HEREBY MADE A PART OF THESE NOTES WITH THE SAME FORCE AND EFFECT AS THOUGHHEREIN WRITTEN OUT IN FULL, EXCEPT THAT WHEREVER THE DRAWINGS REQUIRE HEAVIERMEMBERS, BETTER QUALITY MATERIALS OR ARE OTHERWISE MORE STRINGENT, THESE STRINGENTREQUIREMENTS SHALL GOVERN.
14 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT FOR ANY REASONCOMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND DRAWINGS.
15 THE CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK OF ALL SUB-CONTRACTORS. HESHALL BE RESPONSIBLE FOR GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY BEREQUIRED FOR THE PROPER INSTALLATION AND COMPLETION OF THEIR WORK.
16 THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, AND FIXTURE CUTSFOR THE ARCHITECT'S REVIEW AS REQUIRED AND/OR INDICATED ON DRAWINGS. THE ARCHITECT'SREVIEW SHALL NOT BE CONSTRUED AS AN INDICATION THAT SUBMITTAL IS CORRECT OR SUITABLENOR THAT WORK REPRESENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TOMATTERS OF FINISH, COLOR, AND OTHER AESTHETIC MATTERS. ACTION NOTED ABOVE DOES NOTRELIEVE THE CONTRACTOR FROM RESPONSIBILITY TO COORDINATE ALL TRADES AND TO CHECKQUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. CONTRACTORS AND ENGINEERSSHALL ASSUME RESPONSIBILITY FOR ALL ERRORS ON THEIR DRAWINGS.
17 ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL BE NEW AND OF THEBEST QUALITY OF KINDS SPECIFIED, ALL SUBJECT TO THE APPROVAL OF THE ARCHITECT. THE USEOF OLD OR SECOND-HAND MATERIALS IS STRICTLY FORBIDDEN. THE CONTRACTOR SHALL, IFREQUIRED, FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS ANDWORKMANSHIP. MATERIALS SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S PRINTEDINSTRUCTIONS. UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE SHALL GO TO THE SITEAND INSTRUCT THE MECHANICS IN THE USE OF THE MATERIALS OR SHALL SUPERVISE THEIR USE.
18 THE CONTRACTOR SHALL PROVIDE BLOCKING AT ALL LOCATIONS FOR SCHEDULED WALL CABINETSAND/OR TV WALL MOUNTING BRACKETS; REFER TO DRAWINGS FOR LOCATION.
16 GENERAL NOTES
TO TOP OF (SEE OTHER WORD)
TV TELEVISION
TW TOP OF WALL
TYP TYPICAL
U ---------------------------------------------
U.O.N. UNLESS OTHERWISE NOTED
V ---------------------------------------------
VCT VINYL COMPOSTION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VT VINYL TILE
VWC VINYL WALL COVERING
W ---------------------------------------------
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WP WORK POINT
WR WATERRESISTENT/REPELLANT
HW HOT WATER
I ---------------------------------------------
ID INSIDE DIAMETER
IN INCH
INCL INCLUDED / INCLUDING
INSUL INSULATION
INT INTERIOR
INV INVERT
J ---------------------------------------------
JAN JANITOR
JC JANITOR'S CLOSET
L ---------------------------------------------
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LB POUND
LF LINEAR FOOT
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
M ---------------------------------------------
MACH MACHINE
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MBL MARBLE
MDF MEDIUM DENSITYFIBERBOARD
MDO MEDIUM DENSITY OVERLAYPLYWOOD
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL,PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINUMUM
MISC MISCELLANEOUS
MM MILLIMETER
MO MASONRY OPENING
MTD MOUNTED
MTG MOUNTING
N NORTH
N ---------------------------------------------
NA NOT APPLICABLE
NC NOISE CRITERIA
NIC NOT IN CONTACT
NOM NOMINAL
NTS NOT TO SCALE
O ---------------------------------------------
OC ON CENTER
OD OUTSIDEDIAMETER/DIMENSION
OFCI OWNER FURNISHED, CONTRINSTALLED
OFOI OWNER FURNISHED, OWNERINSTALLED
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
OVHD OVERHEAD
P ---------------------------------------------
P. PAINT
PBD PARTICLEBOARD
PC PRECAST CONCRETE
PERF PERFORATED
PERIM PERIMETER
PERP PERPENDICULAR
PL PLATE
PLAM PLASTIC LAMINATE
PLF POUNDS PER LINEAR FOOT
PR PAIR
PREFAB PREFABRICATED
PROJ PROJECT
PSF POUNDS PER SQUARE FOOT
PT POINT
PTD PAINTED
Q ---------------------------------------------
QT QUARRY TILE
QTY QUANTITY
R RADIUS OR RISER
R ---------------------------------------------
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFERENCE
REINF REINFORCED / REINFORCING
REQ'D REQUIRED
REV REVISION/REVISED
RM ROOM
RO ROUGH OPENING
RWL RAIN WATER LEADER
S ---------------------------------------------
SC SOLID CORE
SCHED SCHEDULE
SF SQUARE FEET/FOOT
SIM SIMILAR
SP STANDPIPE
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
T ---------------------------------------------
T&G TONGUE AND GROOVE
T. TREAD
TC TOP OF CURB
TEL TELEPHONE OR TELECOM
(E) EXISTING
(N) NEW
(R) RELOCATED
A: ---------------------------------------------
AC AIR CONDITIONING
ACC ACCESSIBLE
ACT ACOUSTICAL CEILING TILE
ADD ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECTURAL
AV AUDIO VISUAL
B ---------------------------------------------
BD BOARD
BLDG BUILDING
BO BOTTOM OF
BUR BUILT-UP ROOFING
C ---------------------------------------------
CB CATCH BASIN
CG CORNER GUARD
CIP CAST-IN-PLACE
CJ CONTROL / CONSTRUCTIONJOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
COORD COORDINATE
CORR CORRIDOR
CT CERAMIC TILE
CW COLD WATER
D ---------------------------------------------
DEMO DEMOLITION
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DN DOWN
DO DOOR OPENING
DP DIMENSION POINT
DR DOOR
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
E ---------------------------------------------
EA EACH
EFS EXTERIOR INSULATION &FINISH SYSTEM
EIFS EXTERIOR FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELECT ELECTRICAL
ELEV ELEVATOR
EMERG EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRICAL WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXT EXTERIOR
F ---------------------------------------------
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHERCABINET
FF&E FURNITURE, FINISHES, &EQUIPMENT
FFEL FINISH FLOOR ELEVATION
FHC FIRE HOSE CABINET
FL FLOOR
FND FOUNDATION
FO FACE OF
FP FIRE PROTECTION
FPG FIREPROOFING
FRTW FIRE RETARDANT TREATEDWOOD
FT FEET
FURN FURNITURE
FWC FABRIC WALLCOVERING
FWP FABRIC WRAPPED PANEL
G GROUND
G ---------------------------------------------
GA GAUGE / GAGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFRC GLASS FIBER REINFORCEDCONCRETE
GFRG GLASS RIBER REINFORCEDGYPSUM
GL GLASS
GYPBD GYPSUM WALLBOARD
H ---------------------------------------------
HB HOSE BIB
HC HOLLOW CORE
HCP HANDICAPPED
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL (STEELFRAME)
HORIZ HORIZONTAL
HR HOUR
HVAC HEATING, VENTILATION, AIRCONDITIONING
8 ABBREVIATIONS 4 SYMBOL LEGEND
1 GRAPHICS LEGEND
TYPICAL LOCATION FOR TWO ROWS OF LIGHT SWITCHES, DIMMERS, EGRESS BUTTONS, THERMOSTATS, ETC.
3' -
2"
FINISH FLOOR
POWER AND TELEPHONE RECEPTACLE
DOOR LEVER, PULL
LIGHT SWITCH, DIMMERS, EGRESS BUTTON, INTERCOM BUTTON, CARD READER, ETC. CLUSTER (SEE PLAN FOR QUANTITY OF EACH CLUSTER)
THERMOSTAT, INTERCOM OR 2ND ROW OF RECEPTACLES CENTER TO CLUSTER
FIRE ALARM DEVICE
DOOR FRAME
COAT HOOK
DOOR OR OPENING
1' - 0"
TYPICAL LOCATION FOR LIGHT SWITCHES, DIMMERS, EGRESS BUTTONS, THERMOSTATS, WALL HUNG TELEPHONE, FIRE ALARM DEVICES, FIRE EXTINGUISHER, ETC. ON WALLS 2'-6" OF LENGTH OR LESS
FINISH FLOOR
POWER AND TELEPHONE RECEPTACLE
LIGHT SWITCH, DIMMERS, EGRESS BUTTON, INTERCOM BUTTON, CARD READER, ETC. CLUSTER (SEE PLAN FOR QUANTITY OF EACH CLUSTER)
THERMOSTAT, INTERCOM OR 2ND ROW OF RECEPTACLES CENTER TO CLUSTER
FIRE ALARM DEVICE
DOOR FRAME OR CORNER
EQ.
DOOR OR OPENING
WALL OR CORNER
EQ.
IF 2' - 6" OR LESS
REFER TO 8/G1.01 FOR PLAN DIAGRAMTYPICAL LOCATION FOR LIGHT SWITCHES, DIMMERS, EGRESS BUTTONS, THERMOSTATS, WALL HUNG TELEPHONE, FIRE ALARM DEVICES, FIRE EXTINGUISHER, ETC. FOR DOORS AT OPEN POSITION
FINISH FLOOR
LIGHT SWITCH, DIMMERS, EGRESS BUTTON, INTERCOM BUTTON, CARD READER, ETC. CLUSTER (SEE PLAN FOR QUANTITY OF EACH CLUSTER)
THERMOSTAT, INTERCOM OR 2ND ROW OF RECEPTACLES CENTER TO CLUSTER
FIRE ALARM DEVICE
DOOR ATOPEN POSITION
6"
TYPICAL LOCATION FOR FIRE ALARM PULL STATION, WARDEN STATION & FIRE EXTINGUISHER CABINETS
OP
ER
AB
LE C
OM
PO
NE
NT
4' -
0"
MA
X T
O H
IGH
ES
T
OP
ER
AB
LE C
OM
PO
NE
NT
4' -
0"
MA
X T
O H
IGH
ES
T
FIRE ALARM PULL STATION
WARDEN STATION
FIRE EXTINGUISHER CABINET
U.O
.N.
1' -
6"
6"
EQ EQ EQ EQ
FINISH FLOOR
POWER AND TELEPHONE RECEPTACLE CENTER BETWEEN PANEL AND JOINT
TYPICAL WALL PANEL JOINT
TYPICAL HEIGHTS OF MILLWORK COUNTERTOPS, WORKSURFACES, AND TRANSACTIONS SURFACES, UNLESS OTHERWISE NOTED ON ELEVATIONS OR PLANS
FINISH FLOOR
MILLWORK WORKSURFACE
CABINET / PANTRY MILLWORK & COUNTERTOP
TRANSACTION OR BAR HEIGHT COUNTERTOP
2' -
5"
2' -
10"
3' -
6"
6"
OUTLET LOCATION
*
*
**
TO
ILE
T S
EA
T1'
- 5
" T
.O.
LINE OF TOILET1' - 4" TO CENTER-
TOILET FRONT ELEVATION(1 1/2" DIAMETER GRAB
BARS ASSUMED IN DIAGRAM)
OF
18"
VE
RT
ICA
L G
RA
B B
AR
3' -
4"
TO
BO
TT
OM
CENTERLINE OF GRAB BAR
3' - 4" FROM SCHEDULEDWALL FINISH FACE TO
CA
LL F
OR
AID
1' -
0"
TO
BO
TT
OM
OF
CO
RD
FO
R
TOILET SIDE ELEVATION(1 1/2" DIAMETER GRAB BARS
ASSUMED IN DIAGRAM)
RE
CE
PT
AC
LE2'
- 1
0 3/
4" T
.O. W
AS
TE
PA
PE
R T
OW
EL
DIS
PE
NS
ER
3' -
10
3/4"
TO
BO
TT
OM
OF
MOUNT WITH OPERABLE PART OF DISPENSER @ 4'-0".
NOTE: PROVIDE BLOCKING AS REQUIRED FOR ALL TOILET ACCESSORY INSTALLATIONS
UNDERLAVATORY GUARD, 102800
LAVATORY SIDE ELEVATION
NOTE: ALL EXPOSED PIPES BELOW THE SINK OR COUNTERTOP SHALL BE INSULATED AND ALL SHARP OR ABRASIVE SURFACES SHALL BE REMOVED OR PROTECTED.
FLU
SH
VA
LVE
V.I.
F.
2' -
1"
HE
IGH
T O
F
NOTE: ENSURE HEIGHT OF FLUSH VALVE ACCOMMODATES PROPER INSTALLATION OF REAR GRAB BAR
OF
DIS
PE
NS
ER
1' -
7"
TO
OU
TLE
T
CL
CL
SURFACE MOUNTED PAPER TOWEL DISPENSER &
SURFACE MOUNTED WASTE RECEPTACLE
SOAPDISPENSER
NOTE: PLACE FLUSH VALVE ON WIDE SIDE OF STALL, RE: PLUMBING
4' -
0"
MOP AND BROOM HOLDER
OF 18" GRAB BAR
4
11
15
13
2
3
4
1
38
4
1
2
3
17
18
16
31
3' -
4"
FLU
SH
OM
ET
ER
2' -
6"
T.O
. FLU
SH
OM
ET
ER
V.I.
F. W
ITH
SU
BM
ITT
ED
1 1/
2" M
IN.
DO
WN
GR
AB
BA
R
2' -
11"
T.O
. SW
ING
GR
AB
BA
R2'
- 9
" T
.O. 3
6"
GR
AB
BA
R2'
- 9
" T
.O. 3
6" R
EA
R W
ALL
GR
AB
BA
R2'
- 1
1" T
.O. 4
2" S
IDE
WA
LL
CL
12"
2' - 0"1' - 0"
FLOOR MOUNTED TOILET PLAN
NOTE: 11" MAXIMUM REACH DEPTH FOR OPERABLE PORTION OF FAUCET17" MINIMUM DEPTH OF LAVATORY
13
38
NOTE: MOUNTING HEIGHTS INDICATED ON THIS SHEET SHALL GOVERN THROUGHOUT ENTIRE PROJECT, UNLESS SPECIFIC DIMENSIONS AND/OR REQUIREMENTS ARE PROVIDED/INDICATED WITHIN THE A SERIES OF DRAWINGS. COORDINATE INSTALLATION OF OWNER SUPPLIED ITEMS WITH MOUNTING HEIGHT DIAGRAM. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OR ROUGH-IN OF ANY ITEMS IN QUESTION.
CONTROL AND HAND SHOWER INSTALLATION ZONE
AUTOMATIC DOOR OPENER
RE: DOOR SCHEDULE
COORDINATE WITH CRASH RAILS
2' -
10"
UNDERMOUNT LAVATORY SINK PLAN
2' - 8 1/2"
2' -
6"
7
11
SOLID-SURFACE COUNTERTOP
REQUIRED KNEE AND TOE CLEARANCE
11" MIN.
6"
MIN
.9"
27"
MIN
.
8" MIN.
5' - 0" MIN.
CL16"-18"
6" 1
12"
3' -
4"
2
CL
EQ EQ
3
15
NOTE: ALL TOILET ACCESSORIES SHALL BE LOCATED WITHIN 48" OF TOILET
STANDARD ROLL IN SHOWER PLAN "GANGED SHOWER" LAYOUT
ROLL IN SHOWER WALL, WALL ELEVATION,
("BACK WALL" CONTROL WALL)
REFER TO SHEET A5.00 FOR FLOOR
PITCHING INFORMATION2'
- 6
" M
IN.
RE
FE
R T
O A
1.00
REFER TO A1.00
9
9
6" M
AX
.
1'-7
" M
AX
.
6" MAX.
LINEAR FLOOR DRAIN, RE: PLUMBING
2' -
7 1
/4"
C LS
HO
WE
R
CO
NT
RO
LS
3' -
2"
4' -
0"
2' -
9"
MIN
.
3' -
0"
MA
X
CL
ACCESSIBLE HAND SHOWER SYSTEM, RE: PLUMBING
OF CONTROLS AND WALL
EQ EQ
2' -
8"
2
6' -
8"
3' - 1"
"BACK WALL"
12 3
/8"
C LO
F
DR
AIN
EQ EQ
CLOF
SINK
R 1/2"
2' -
10"
MA
X.
6
OF
DIS
PE
NS
ER
1' -
7"
TO
OU
TLE
T
TOILET PAPER DISPENSER
2
13
3 1/
4"
5' -
0"
MIN
.
16" MIN.27" MAX
10
1' -
5"
NOTE: SHOWER HEAD AND CONTROLS SHALL HAVE THERMOSTAT THAT CONTROLS THE TEMPERATURE OF THE WATER TO BE 1200 MAX.
NOTE: COORDINATE TEMPERATURE CONTROL LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION.
("B
AC
K W
ALL
" C
ON
TR
OL
WA
LL)
1 1/2" MAX.
2 1/
2" M
AX
.
2'-6" X 5'-0" APPROACH ZONE
10
5' DIA. TURNING RADIUS, TYP.
2'-6" X 5'-0" CLEAR AREA
END WALL
1'-3
" M
IN.
1' -
4"
MA
X.
2
3' - 0" MAX.
PROVIDE BLOCKING IN WALL FOR FUTURE FOLD DOWN SEAT
+ - 3' - 0"
10 3/4"
3' - 6"3 1/
4"
1.0 EXISTING BUILDING (Chapter 34) 1.1 Continuation of Existing Use 1.2 Change of Use 1.3 Complying with International Existing Building Code
2.0 NEW BUILDING OR ADDITIONS 2.1 Exceeds Threshold Building Limits
6.0 MEANS OF EGRESS 6.1 Occupant Load by Floor
6.2 Total Occupant Load
7.0 FIRE RESISTANT RATING OF STRUCTURAL ELEMENTS (TABLE 602) 7.1 Structural Frame, including columns, girders, & trusses 7.2 Bearing Walls
7.2.1 Exterior (704) (not less than table 602)7.2.2 Interior
7.3 Non-bearing walls and partitions7.3.1 Exterior (704) (not less than table 602)7.3.2 Interior
7.4 Floor Construction including Supporting Beams & Joists (714)
7.5 Roof Construction Including Supporting Beams & Joists (714)
7.6 Fire Walls & Party Walls (Table 705.4)Note: An automatic sprinkler system is allowed to substitute for1 HR fire resistant construction per table 601
1.0 FIXTURE COUNTS (TABLE 403.1) Group I-1
malefemale
TOTALS
INTERNATIONAL PLUMBING CODE (ICC 2003)yesyesyes
nonono
N/AN/AN/A
XXX
yes no N/AX
3 stories 50 feet1 story 20 feet2 stories 15 feet COMPLIANT
8.0 FIRE PROTECTION SYSTEM 8.1 Fire Suppression System (Fully Sprinklered) (Existing) 8.2 Alarms 8.3 Automatic Fire Detection System 8.4 Smoke Control System 8.5 Supervision
occupant load2424
48
TOILETratios req.1/10 3 41/10 3 4
6 8
LAVATORYratios req.1/10 3 6 1/10 3 6
6 12
SHOWER/BATHTUBSratios 1/8 3 31/8 3 3
FOUNTAINratios req. 1/100 1 1 1/100 1 1
2 2
UTILITY SINKratios req.1 1
0
13.0 USE GROUP CLASSIFICATION (302.1) CASE 1 (Single use or non-separated mixed use) 3.1 Single Occupancies
4.0 HEIGHTS AND AREA COMPUTATION + CONSTRUCTION TYPE 4.1 Type of Construction Assumed for Review (602)
4.2 Building Height (tabular with allowable adjustments) 4.2.1 Allowable Building Height (Table 503):4.2.2 Height Modifications (504.2) Fully Sprinklered, ADD:4.2.3 Actual Building Height:
5.0 AREA COMPUTATION - (tabular with allowable adjustments) 5.1 Type of Construction Assumed for Review (602)
5.2 Allowable Tabular Floor Area (Table 503): 5.7 Actual Gross Floor Area
5.3 LARGEST Floor Area - Main Level
Lower Level Main Level14 33
47 occupants
provided provided req. provided
6 6
provided
7,541 s.f. COMPLIANT
Lower Level Main Level3,770 sf 7,541 sf
10,500 s.f. per floor
provided30
3
yesyesyesyesyes
nonononono
N/AN/AN/AN/AN/A
XXX
XX
STATE BUILDING CODE (IBC International Building Code 2012, as supplemented in 2016)
APPLICABLE CODES:- 2012 INTERNATIONAL BUILDING CODE, 2016 CONNECTICUT SUPPLEMENT- 2010 AMERICANS WITH DISABILITIES ACT AND ASSOCIATED GUIDELINES- 2009 ICC/ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES,
2016 CONNECTICUT SUPPLEMENT- 2012 INTERNATIONAL PLUMBING CODE, 2016 CONNECTICUT SUPPLEMENT- 2012 INTERNATIONAL MECHANICAL CODE, 2016 CONNECTICUT SUPPLEMENT- 2012 INTERNATIONAL ENERGY CONSERVATION CODE, 2016 CONNECTICUT SUPPLEMENT- 2014 NATIONAL ELECTRICAL CODE NFPA 70, 2016 CONNECTICUT SUPPLEMENT
- 2016 CONNECTICUT STATE FIRE SAFETY CODEPart I: ADMINISTRATIVE Part II: GENERALPart III: NEW CONSTRUCTION, RENOVATION, OR CHANGE
OF USE2012 INTERNATIONAL FIRE CODE
I-1 GROUP HOME
5A - COMBUSTIBLE, PROTECTED
5A - COMBUSTIBLE, PROTECTED
1 HR
1 HR
1 HR
0 HR
0 HR
1 HR
1 HR
N/A
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
TYPICAL MOUNTING HEIGHTSAND CLEARANCES, CODE INFO
G1.01
CDL
CAB
NOTE: ALL GANG OUTLETS SHALL BE VERTICALLY MOUNTED 18" A.F.F. AT DEVICE C.L.ALL GANG OUTLETS SHALL BE HORIZONTALLY MOUNTED AT 6"
9 TYPICAL MOUNTING HEIGHTSNTS
2 TYPICAL SURFACE HEIGHTSNTS
10TYPICAL MOUNTING HEIGHTS @ CORNER
CONDITIONNTS
5TYPICAL MOUNTING HEIGHTS IN A WALL
PANEL ASSEMBLYNTS
6TYPICAL MOUNTING HEIGHTS @ DOOR
WHEN OPENNTS
3TYPICAL MOUNTING HEIGHTS @ FIRE
PROTECTION EQUIPMENTNTS7
TYPICAL MOUNTING LOCATION @ DOOR
WHEN OPENNTS
KEYNOTE # TOILET ACCESSORY / PLUMBING FIXTURE
18 WASTE RECEPTACLE, 102800
19 NOT USED
20 NOT USED
21 NOT USED
22 NOT USED
23 NOT USED
24 NOT USED
25 NOT USED
26 NOT USED
27 NOT USED
28 NOT USED
29 NOT USED
30 NOT USED
31 MOP AND BROOM HOLDER, 102800
32 NOT USED
33 NOT USED
34 NOT USED
35 NOT USED
36 NOT USED
37 NOT USED
38 FLOOR MOUNTED TOILET, RE: PLUMBING
KEYNOTE # TOILET ACCESSORY / PLUMBING FIXTURE
1 36" LONG GRAB BAR, 102800
2 42" LONG GRAB BAR, 102800
3 18" TALL GRAB BAR, 102800
4 SWING-DOWN GRAB BAR, 102800.HORIZONTAL DISTANCE FROM CENTER OFSWING DOWN GRAB BAR TO CENTER OFTOILET SHALL MATCH DISTANCE OF SIDEGRAB BAR TO CENTER OF TOILET
5 5'-0" DIAMETER TURNING RADIUS AREA
6 4'-8" X 5'-0" CLEAR FLOOR AREA FORTOILET
7 2'-6" X 4'-0" CLEAR FLOOR AREA
8 ADA COMPLIANT UTILITY SINK, RE:PLUMBING
9 48" LONG GRAB BAR, 102800
10 FOLDING SEAT, N.I.C. (FUTURE)
11 UNDERMOUNT SINK IN COUNTER, RE:PLUMBING
12 NOT USED
13 TOILET PAPER DISPENSER, 102800.HORIZONTAL DISTANCE FROM CENTER OFDISPENSER TO FRONT OF TOILET TO BE7"-9"
14 NOT USED
15 EMERGENCY CALL FOR AID, RE:ELECTRICAL
16 SOAP DISPENSER, 102800
17 PAPER TOWEL DISPENSER, 102800
MOUNTING HEIGHT DIAGRAM
= OWNER SUPPLIED, CONTRACTOR INSTALLED*
CODE INFORMATION
1 TOILET ACCESSORY KEYNOTESNTS
EXISTING BATHING ROOM
NOTE: REMOVE ALL SHELVING/STORAGE UNITS AND ALL LOOSE ITEMS WITHIN EXISTING RESTROOMS. COORDINATE RELOCATION WITH OWNER
3
3
4
4
3
1
21
4
6
9
7
7
SCOPE OF WORK LIMIT LINE
5
EXISTING TUB TO REMAIN
12 13
13
14
9
NOTE: GRIND DOWN EXISTING FLOOR SLAB TO PROVIDE LEVEL FLOOR TO ACCEPT NEW SCHEDULED FLOORING IN THIS AREA. LARGE HUMPS IN EXISTING
FLOOR ARE PRESENT IN THIS DASHED LINE AREA
REMOVE/DEMOLISH EXISTING FINISH FLOORING DOWN TO EXISTING FLOOR SLAB. REMOVE/DEMOLISH ALL WALL FINISHES, FRP PANELS, FIXTURES, ACCESSORIES, WOOD TRIM, WALL BASE, ETC. ON EXISTING PARTITIONS TO REMAIN BACK TO SUBSTRATE. REFER TO MEP DRAWINGS FOR ADDITIONAL SCOPE
1
REMOVE/DEMOLISH EXISTING FINISH FLOORING DOWN TO EXISTING FLOOR SLAB. REMOVE/DEMOLISH ALL WALL FINISHES, FRP PANELS, FIXTURES, ACCESSORIES, WOOD TRIM, WALL BASE, ETC. ON EXISTING PARTITIONS TO REMAIN BACK TO SUBSTRATE. REFER TO MEP DRAWINGS FOR ADDITIONAL SCOPE
NOTE: REMOVE ALL SHELVING/STORAGE UNITS AND ALL LOOSE ITEMS WITHIN EXISTING RESTROOMS. COORDINATE RELOCATION WITH OWNER
3
2
4
9
4
9
41
4
10
SCOPE OF WORK LIMIT LINE
5
7
7
11
13
13
1
8
REMOVE/DEMOLISH ALL EXISTING CEILING COMPLETE INCLUDING ALL CEILING FIXTURES, ACCESSORIES, TRACKING SYSTEM, ETC. IN THEIR ENTIRETY
NOTE: UPON DEMOLITION/REMOVAL OF EXISTING CONCEALED SPLINE CEILING SYSTEM, REMOVE EXISTING INSULATION ABOVE CEILING SYSTEM AS REQUIRED
SCOPE OF WORK LIMIT LINE
EXISTING WALL MOUNTED FAN TO
BE REMOVED
8
REMOVE/DEMOLISH ALL EXISTING CEILING COMPLETE INCLUDING ALL CEILING FIXTURES, ACCESSORIES, TRACKING SYSTEM, ETC. IN THEIR ENTIRETY
NOTE: UPON DEMOLITION/REMOVAL OF EXISTING CONCEALED SPLINE CEILING SYSTEM, REMOVE EXISTING INSULATION ABOVE CEILING SYSTEM AS REQUIRED
EXISTING ACCESS PANEL TO BE
REMOVED
SCOPE OF WORK LIMIT LINE EXISTING WALL MOUNTED FAN TO BE REMOVED
REMOVE EXISTING CEILING MOUNTED PRIVACY CURTAIN AND TRACK
REMOVE EXISTING PORTION OF PARTITION TO ACCOMMODATE NEW DOOR LOCATION
REMOVE DOOR AND FRAME WITH ASSOCIATED HARDWARE IN ITS ENTIRETY
REMOVE EXISTING PARTITION IN ITS ENTIRETY
REMOVE EXISTING PLUMBING FIXTURES, U.O.N.,RE: MEP DRAWINGS FOR ADDITIONAL SCOPE
REMOVE/MODIFY PORTION OF CORRIDOR CRASH RAIL TO ACCOMMODATE NEW LAYOUT. REMOVE EXISTING MILLWORK TRIM AND METAL HAND RAIL AND SAVE FOR REUSE AND MODIFICATION.
REMOVE EXISTING MOP SINK IN ITS ENTIRETY, RE: MEP DRAWINGS FOR ADDITIONAL SCOPE
REMOVE/MODIFY PORTION OF EXISTING BASE RADIATORS TO ACCOMMODATE NEW LAYOUT
REMOVE EXISTING CONCEALED SPLINE CEILING IN ITS ENTIRETY INCLUDING ALL ASSOCIATED FIXTURES, TRACKING AND INSULATION ABOVE CONCEALED SPLINE CEILING, ETC
CUT MODIFY EXISTING FLOOR SLAB TO ACCOMMODATE NEW TROUGH DRAIN. SEE DETAIL
REMOVE FLOOR MOUNTED GRAB BAR IN ITS ENTIRETY. PATCH/REPAIR SLAB AS REQUIRED TO PROVIDE SMOOTH LEVEL FINISH
REMOVE MILLWORK WALL CUBBY
REMOVE RAISED "HUMPED" CONCRETE FLOOR WHERE FLOOR IS RAISED TO PROVIDE FLUSH CONDITION BETWEEN ADJACENT FLOOR AREA.
REMOVE EXISTING GRAB BARS AND ASSOCIATED WOOD TRIM
REMOVE EXISTING PAPER TOWEL DISPENSER, WIRE BASKET, EYE WASH SIGNAGE AND LAMINATED INSTRUCTION DOCUMENTS. SALVAGE FOR REINSTALLATION AFTER COMPLETION OF NEW WORK
1
2
3
4
5
6
7
8
10
11
12
/18 A5.00
13
14
9
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE REMOVED
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
DEMOLITION PLAN
D1.01
AF
CB
SCALE: 1/4" = 1'-0"8 FIRST FLOOR PARTIAL DEMOLITION PLAN OF MENS ROOM
SCALE: 1/4" = 1'-0"6FIRST FLOOR PARTIAL DEMOLITION PLAN
OF WOMENS ROOM
N
N
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
SCALE: 1/4" = 1'-0"10FIRST FLOOR PARTIAL DEMOLITION REFLECTED
CEILING PLAN OF WOMENS ROOM
SCALE: 1/4" = 1'-0"16 FIRST FLOOR PARTIAL DEMOLITION REFLECTED CEILING PLAN OF MENS ROOM
SCALE: 12" = 1'-0"3 DEMOLITION KEYNOTES
1 DEMOLITION PLANS SHOW APPROXIMATE LAYOUT OF EXISTING PARTITIONS, DOORS,WINDOWS, FURNITURE, ETC. AND ARE NOT INTENDED TO REPRESENT AS-BUILTCONDITIONS. ALL INFORMATION MUST BE VERIFIED ON SITE.
2 NO BUILDING ELEMENTS SHALL BE LEFT IN A TEMPORARY CONDITION OR EXPOSED FOR ANEXCESSIVE OR UNREASONABLE AMOUNT OF TIME.
3 PARTITIONS AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED. WHERE WALLS ARETO BE REMOVED, SERVICES IN WALLS SHALL ALSO BE REMOVED OR RELOCATED.COORDINATE WITH MEP/FP, STRUCTURAL AND CIVIL. CONTRACTOR TO FIELD VERIFY ALLEXISTING ELECTRICAL FIXTURES & RECEPTACLES SCHEDULED TO REMAIN. REMOVE ANYDEVICES AND WIRING THAT DO NOT CORRESPOND WITH PROPOSED ELECTRICAL LAYOUTPLAN. REMOVE ALL ABANDONED ELECTRICAL WIRING FROM ABOVE CEILING & EXISTINGWALLS THAT WILL REMAIN; REMOVE WIRING BACK TO PANEL OR NEXT LOGICAL JUNCTIONBOX LOCATION.
4 PROVIDE NECESSARY BARRIERS AS REQUIRED TO SECURE SCOPE OF WORK AREA AT THEEND OF EACH DAY.
5 ERECT AND MAINTAIN DUST PROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OFDUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION,REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.
6 IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTEDAREAS AT NO COST TO THE OWNER.
7 PROVIDE PROTECTION OF ADJACENT AREAS AND BUILDING COMPONENTS NOT TO BEDISTURBED, INCLUDING PATHS OF TRAVEL FROM SITE ENTRANCE TO SPECIFIC SCOPE OFWORK AREAS.
8 PROVIDE SUITABLE COVERED CONTAINERS TO RECEIVE DEBRIS. USE OF WATER SHALL BELIMITED TO A LIGHT SPRAY TO PREVENT THE SPREAD OF DUST. NO BURNING OFMATERIALS SHALL BE PERMITTED.
9 PROVIDE AND MAINTAIN FIRE PROTECTION THROUGHOUT DEMOLITION ANDCONSTRUCTION.
10 ANY ITEM NOT SPECIFICALLY IDENTIFIED, BUT REQUIRED TO BE REMOVED OR REPAIREDTO PREPARE THE BUILDING FOR NEW WORK IS THE RESPONSIBILITY OF THECONTRACTOR.
11 SCHEDULE ALL SHUTDOWNS OF UTILITIES IN OCCUPIED PORTIONS OF THE BUILDING WITHTHE OWNER (AND LOCAL FIRE DEPARTMENT IF NECESSARY) PRIOR TO IMPLEMENTING.
12 SEE MEP/FP FOR ASSOCIATED DEMOLITION. CONTRACTOR SHALL COORDINATEDEMOLITION DRAWINGS AND NOTES WITH ALL DISCIPLINES.
13 REMOVE ALL EXISTING FINISH FLOORING DOWN TO EXISTING STRUCTURAL SLAB / FLOORSUBSTRATE. REPAIR STRUCTURAL FLOOR / FLOORING SUBSTRATE AS REQUIRED TOPREPARE FOR SCHEDULED FLOORING SYSTEMS PER MANUFACTURER SPECIFICATIONS &REQUIREMENTS.
14 ANY ELECTRICAL, PHONE, THERMOSTAT, OR OTHER DEVICES & WIRING LOCATED WITHINSCOPE OF WORK AREA SCHEDULED TO BE DEMOLISHED SHOULD BE RELOCATED OUT OFREACH FOR FURTHER DEMOLITION BY THEIR RESPECTIVE TRADES.
15 ALL PLUMBING NO LONGER IN USE SHALL BE REMOVED IN ITS ENTIREITY.
16 EXISTING WINDOW BLINDS, DRAPES, CURTAINS, ETC. ARE TO BE REMOVED BY THEDRAPERIES CONTRACTOR FOR CLEANING, REPAIR AS REQUIRED AND REINSTALLATION.
17 REMOVE EXISTING LIGHT FIXTURES, DIFFUSERS, ETC. AS REQUIRED DUE TO NEW LAYOUT.SAVE CEILING ITEMS FOR REUSE WHERE INDICATED. REFER TO REFLECTED CEILING PLANFOR SCOPE OF WORK REGARDING NEW CEILING AND EXISTING CEILING TO REMAIN.SPRINKLER PIPING AND DUCTWORK SHALL BE MODIFIED AS REQUIRED TO ACCOMMODATENEW LAYOUT. REMOVE AND REPLACE EXISTING CEILING PANELS AND SYSTEM ASREQUIRED FOR SCOPE OF WORK.
18 REMOVE EXISTING PARTITIONS AS REQUIRED FOR SCHEDULED DOORS TO BE INSTALLEDUNDER THE NEW SCOPE OF WORK; REFER TO CONSTRUCTION PLAN.
19 AFTER REMOVAL OF EXISTING FINISH FLOORING, GRIND EXISTING CONCRETE FLOOR SLABAS NECESSARY TO FACILITATE INSTALLATION OF SCHEDULED TILE AND ACHIEVEINDICATING FLOOR PITCHING
14 GENERAL DEMOLITION NOTES
SCALE: 1/4" = 1'-0"
DEMOLITION SYMBOLS
121
120
122
CLOSET
120
WOMEN'S ROOM A
121
WOMEN'S ROOM B
122
T31
U61
E01
E01
E01
A3.00 12
14
15
13
A3.00
18
19
17
16
SCOPE OF WORK LIMIT LINE
CONDENSATE LINE COVER. REFER TO DETAIL FOR ADDITIONAL INFORMATION
E01
PROVIDE (6) ADJUSTABLE WHITE MELAMINE CLAD PARTICLEBOARD SHELVES, 14" DEEP, ON HEAVY
DUTY STANDARDS AND BRACKETS. SET STANDARDS TO ALLOW SHELVING TO BE
INSTALLED BETWEEN 12" AND 80" A.F.F.
6"
E01
T31
STANDARD ROLL-IN TYPE ACCESSIBLE SHOWER, FULLY TILED
MOVEABLE ROLLING SHOWER / TOILET CHAIR BY OWNER, N.I.C., TYP.
EXISTING WINDOW TO REMAIN, TYP. OF 2
4' -
0"5
1/2"
MA
X
E01
V31
V31
C LO
F
SH
OW
ER
HE
AD
AN
D
GR
AB
BA
R
EQ
EQ
ADJUSTABLE SHOWER HEAD W/SHOWER WAND, RE: PLUMBING
+/- 8' - 3 1/4" (V.I.F.)
E01
U31
T31
5' -
3 3
/8"
E01
C LO
F C
HA
SE
&
CO
VE
R
INFILL PARTITION AT EXISTING SHELF WITH CONSTRUCTION TO MATCH EXISTING ADJACENT
CONTINUOUS LINEAR FLOOR DRAIN, RE: PLUMBING
STANDARD ROLL-IN TYPE ACCESSIBLE SHOWER, FULLY TILED
ALI
GN
ALI
GN
C LC L
7' -
5 5
/8"
5' -
5 1
/2"
7' -
4 1
/4"
OF
DO
OR
OF
SH
OW
ER
HE
AD
AN
D
GR
AB
BA
R
C L
EQ
EQ
5' - 0" CLEAR
+/- 8' - 3 3/4" (V.I.F.)5' - 0 3/8"
5' -
3"
6' -
9 7
/8"
1' -
3 5
/8"
6' -
10
5/8"
5' -
2 1
/2"
EQ
EQ
OF
WA
LL &
CH
AS
E
PROVIDE NEW SCHED. 40 STEEL PIPE RAIL TO ACCOMMODATE NEW DOOR LOCATIONS. MATCH EXISTING
RAILING PROFILE, HEIGHT AND FINISH. PROVIDE NEW STAINED AND URETHANE 1X WOOD TRIM TO MATCH
EXISTING ADJACENT, TYP. ASSUME75 LINEAR FEET OF NEW HANDRAIL FOR BIDDING REFER TO DETAIL
FOR FLOOR PITCHING INFORMATION
ADJUSTABLE SHOWER HEAD W/ SHOWER WAND, RE: PLUMBING
CONTINUOUS LINEAR FLOOR DRAIN, RE: PLUMBING
/1 A1.00
7
11
11
7
5
ALIGN,TYP.
ALIGN,
/14 A5.00
EXTEND NEW PIPE RAIL AND WOOD TRIM TO NEXT EXISTING RAIL JOINT. MODIFY EXISTING
RAIL AND TRIM AS NECESSARY FOR SEAMLESS APPEARANCE, TYP. BOTH ENDS
6
5
6
NEW FLUSH MOUNT DOOR OPERATOR, TYP., RE: DOOR SCHEDULE - MODIFY WALL AS
REQUIRED FOR INSTALLATION, INCLUDING WIRING
DO
2D
O 2
+ - 3' - 0"
PROVIDE BLOCKING IN WALL FOR FUTURE
FOLD DOWN SEAT
FUTURE FOLD DOWN SEAT
3' - 0" MAX.
+ - 3' - 0"
PROVIDE BLOCKING IN WALL FOR FUTURE FOLD DOWN SEAT
3' - 0" MAX.
FUTURE FOLD DOWN SEAT
1' -
0"
MIN
.
E101
102A104
105
103
BATHING ROOM
101
MEN'S ROOM A
102
CLOSET
103
MEN'S ROOM B
104
JANITOR CLOSET
105
102B
U31
E01
A3.00 4
5
7
6
A3.00
1 A3.00 8
10
11
9
A3.00
3
2
SCOPE OF WORK LIMIT LINE 4' - 9 5/8"
8
31
PROVIDE (6) ADJUSTABLE MELAMINE CLAD PARTICLE BOARD SHELVES, 9" DEEP, ON HEAVY DUTY STANDARDS AND BRACKETS. SET STANDARDS TO ALLOW SHELVING TO BE INSTALLED BETWEEN 12" AND 80" A.F.F.
U61
C LE
QE
Q
4' -
6 1
/4"
RECESSED ELECTRICAL PANEL, RE: ELECTRICAL. CENTER ON WALL
T61
E01
E01
6' -
11
1/2"
T31
T31U31
U31
V31
5' -
1 1
/2"
(CLE
AR
)
T31
5' -
0 7
/8"
E01
V31
T31V31
5' - 2 1/2"
CONTINUOUS LINEAR FLOOR DRAIN, RE: PLUMBING
CLOF
SHOWER
HEAD
REFER TO DETAIL FOR FLOOR PITCHING INFORMATION
MOVEABLE ROLLING SHOWER / TOILET CHAIR BY OWNER, N.I.C.,TYP.
ADJUSTABLE SHOWER HEAD W/ SHOWER WAND, RE: PLUMBING
CONTINUOUS LINEAR FLOOR DRAIN, RE: PLUMBING
CONDENSATE LINE COVER. REFER TO DETAIL FOR ADDITIONAL INFORMATION
11' - 11 5/8"1' - 4 1/4"12' - 0 1/4"
2' - 10" 8' - 9 1/8"
PROVIDE (6) ADJUSTABLE MELAMINE CLAD PARTICLE BOARD SHELVES, 14" DEEP, ON HEAVY DUTY STANDARDS
AND BRACKETS. SET STANDARDS TO ALLOW SHELVING TO BE INSTALLED BETWEEN 12" AND 80" A.F.F.
CL4' - 1 3/8"7' - 7 1/8"
OF DOOR
CENTER PAIR OF DOORS ON WALL
CL3' - 2 3/8"7' - 8 1/2"
CLOF FUTURE
SHOWER
HEAD
EQEQ
5' - 5 7/8"
/16 A5.00
EXTEND NEW PIPE RAIL AND WOOD TRIM TO NEXT EXISTING RAIL JOINT. MODIFY EXISTING RAIL AND TRIM AS NECESSARY FOR SEAMLESS APPEARANCE, TYP. BOTH ENDS
5' - 3"
EQEQ
EXISTING TUB TO REMAIN
FUTURE ADJUSTABLE SHOWER HEAD W/ SHOWER WAND - PROVIDE ROUGH-IN, RE: PLUMBING
8"
RELOCATE EXISTING EYEWASH AND TEMP.
VALVE, RE: PLUMBING
PROVIDE NEW SINK, RE: PLUMBING
ALIGN
17A5.00
2' - 8" TYP.
DO DO
NEW FLUSH MOUNT DOOR OPERATOR, TYP., RE: DOOR SCHEDULE - MODIFY WALL AS REQUIRED FOR INSTALLATION, INCLUDING WIRING
REINSTALL EXISTING ELEMENTS SALVAGED DURING DEMOLITION,
RE: D1.01
PROVIDE NEW SCHED. 40 STEEL PIPE RAIL TO ACCOMMODATE NEW DOOR LOCATIONS. MATCH EXISTING RAILING PROFILE, HEIGHT AND FINISH. PROVIDE NEW STAINED AND URETHANE 1X WOOD TRIM TO MATCH EXISTING ADJACENT, TYP. ASSUME 75 LINEAR FEET OF NEW HANDRAIL FOR BIDDING
PROVIDE NEW INFILL PARTITION TO MATCH EXISTING ADJACENT WIDTH -PROVIDE TILE FINISH AT MEN'S ROOM A SIDE, SIM. TO PARTITION TYPE U31
11
7
5
STANDARD ROLL-IN TYPE ACCESSIBLE SHOWER, FULLY TILED
/1 A1.00
11
7
6
5
66'
- 0
1/2
"
OF DOOR
ALI
GN
, TY
P.
E01
E01
C L 1' -
10
5/8" 2'
- 0
"
2' - 0" 2' - 0" 2' - 0"
+-
3' -
0"
PR
OV
IDE
BLO
CK
ING
IN
WA
LL F
OR
FU
TU
RE
F
OLD
DO
WN
SE
AT FUTURE FOLD DOWN SEAT
3' -
0"
MA
X.
2' -
0"
MTL STUD FR, 092216 - REF SCHED FOR SIZE; GAUGE & SPACING PER PARTITION TYPE NOTES, U.O.N.
5/8" TYPE 'X' GYPSUM BOARD - REF FIN SCHED FOR FIN, 092900
UNDERSIDE OF ROOF STRUCTURE ABOVE
BASE
PLAN
HEAD
SCHED CEILING, RE: RCP
STEEL TRACK, FASTEN 2'-0" OC MAX, 092216
FLOOR FINISH AS SCHEDULED
ACOUSTICAL SEALANT BOTH SIDES
FULL DEPTH SOUND BATT INSULATION WHERE SCHEDULED, RE: SCHEDULE
CERAMIC TILE - TYPE AS PER ELEVATIONS AND FINISH SCHEDULE, 093013
SLIP CLIP, TYP.
PROVIDE 2X WOOD BLOCKING @16" O.C. BETWEEN TRUSSES WHERE PARTITIONS DON'T FALL ON A TRUSS OR ARE NOT PERPENDICULAR TO THE TRUSSES
LATEX PORTLAND CEMENT MORTAR, 093013
1/2" TILE BACKING PANEL, 093013
WALL BASE AS SCHEDULED
PROVIDE FSK FACED FIBER GLASS BATT R-38 MIN.WITH FLAME SPREAD INDEX OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT INDEX OF NO MORE THAN 45
MTL STUD FR, 092216 - REF SCHED FOR SIZE; GAUGE & SPACING PER PARTITION TYPE NOTES, U.O.N.
UNDERSIDE OF ROOF STRUCTURE ABOVE
BASE
PLAN
HEAD
SCHED CEILING, RE: RCP
STEEL TRACK, FASTEN 2'-0" OC MAX, 092216
FLOOR FINISH AS SCHEDULED
ACOUSTICAL SEALANT BOTH SIDES
FULL DEPTH SOUND BATT INSULATION WHERE SCHEDULED, RE: SCHEDULE
CERAMIC TILE - BOTH SIDES - TYPE AS PER ELEVATIONS AND FINISH SCHEDULE, 093013
SLIP CLIP, TYP.
PROVIDE 2X WOOD BLOCKING @16" O.C. BETWEEN TRUSSES WHEREPARTITIONS DON'T FALL ON A TRUSSOR ARE NOT PERPENDICULAR TO THETRUSSES
LATEX PORTLAND CEMENT MORTAR, 093013
1/2" TILE BACKING PANEL - BOTH SIDES, 093013
PROVIDE FSK FACED FIBER GLASS BATT R-38 MIN. WITH FLAME SPREAD INDEX OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT INDEX OF NO MORE THAN 45
BASE
PLAN
HEAD
UNDERSIDE OF ROOF STRUCTURE ABOVE
SCHED CEILING, RE: RCP
FLOOR FINISH AS SCHEDULED
CERAMIC TILE - TYPE AS PER ELEVATIONS AND FINISH SCHEDULE, 093013
PROVIDE 2X WOOD BLOCKING @16" O.C. BETWEEN TRUSSES WHEREPARTITIONS DON'T FALL ON A TRUSSOR ARE NOT PERPENDICULAR TO THETRUSSES
LATEX PORTLAND CEMENT MORTAR, 093013
1/2" TILE BACKING PANEL OVER EXISTING PARTITION, 093013. SECURE TO EXISTING PARTITION WITH LATEX PORTLAND CEMENT
EXISTING WALL CONSTRUCTION TO REMAIN - PREP WALL AS NECESSARY FOR NEW TILE BACKING UNITS
PROVIDE FSK FACED FIBER GLASS BATT R-38 MIN. WITH FLAME SPREAD INDEX OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT INDEX OF NO MORE THAN 45
MTL STUD FR, 092216 - REF SCHED FOR SIZE; GAUGE & SPACING PER PARTITION TYPE NOTES, U.O.N.
UNDERSIDE OF ROOF STRUCTURE ABOVE
BASE
PLAN
HEAD SCHED CEILING, RE: RCP
STEEL TRACK, FASTEN 2'-0" OC MAX, 092216
FLOOR FINISH AS SCHEDULED
ACOUSTICAL SEALANT
FULL DEPTH SOUND BATT INSULATION WHERE SCHEDULED, RE: SCHEDULE
CERAMIC TILE - TYPE AS PER ELEVATIONS AND FINISH SCHEDULE, 093013
SLIP CLIP, TYP.
PROVIDE 2X WOOD BLOCKING @16" O.C. BETWEEN TRUSSES WHEREPARTITIONS DON'T FALL ON A TRUSSOR ARE NOT PERPENDICULAR TO THETRUSSES
LATEX PORTLAND CEMENT MORTAR, 093013
1/2" TILE BACKING PANEL - BOTH SIDES, 093013
PROVIDE FSK FACED FIBER GLASS BATT R-38 MIN. WITH FLAME SPREAD INDEX OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT INDEX OF NO MORE THAN 45
EXISTING WALL CONSTRUCTION TO REMAIN
1"
V.I.
F.
+/-
4"
1"
+/- 4" V.I.F.
PROVIDE PRE-FINISHED, 0.050" WHITE ALUMINUM COVER PLATE FULL HEIGHT OF WALL TO COVER CONDENSATE LINE, RE: MECHANICALFOR EXTENTS OF LINES
CONDENSATE PIPING, RE: MECHANICAL
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
CONSTRUCTION PLANS,PARTITION TYPES
A1.00
AF, KDC
CB
1 ALL WORK SHALL BE INSTALLED PER ALL APPLICABLE CODES AND ALL OTHER AUTHORITIESHAVING JURISDICTION.
2 OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIESGOVERNING THE WORK.
3 REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK ISBUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FORCLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. REFER TO GENERAL NOTESREGARDING THE REQUEST FOR INFORMATION (RFI) PROCESS.
4 SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEWPRIOR TO PURCHASE, FABRICATION OR INSTALLATION. REFER TO GENERAL NOTES PAGEREGARDING SUBSTITUTIONS & REVISIONS.
5 COORDINATE WORK WITH THE OWNER/LANDLORD INCLUDING SCHEDULING TIME ANDLOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES,AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.
6 OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT.INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE ANDCOORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION.
7 COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS WITHVENDORS.
8 MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITHTENANT AND LANDLORD TO ENSURE SECURITY.
9 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULTTHE ARCHITECT.
10 THE ARCHITECT'S RESPONSIBILITY IN GENERAL ADMINISTRATION OF CONSTRUCTION IS FOR THEPURPOSE OF DETERMINING THAT THE WORK WHEN COMPLETED WILL BE IN CONFORMANCEWITH THE CONTRACT DOCUMENTS AND ENDEAVOR TO GUARD THE OWNER AGAINST DEFECTSAND DEFICIENCIES IN THE WORK. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHARGEOF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITHTHE WORK. THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
11 OVERLAPPING/CONFLICTING REQUIREMENTS. MOST STRINGENT (GENERALLY MOST COSTLY)APPLY AND WILL BE ENFORCED. REFER TO ARCHITECT/ENGINEER FOR DECISION BEFOREPROCEEDING.
12 CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO DETERMINEALL EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXTENT OF ALLDEMOLITION AND NEW WORK. G.C. SHALL VERIFY CONDITION OF EXISTING WALLS TO REMAIN.G.C. SHALL VERIFY THIS WORK BEFORE PRICING PROJECT. CONTRACTOR IS RESPONSIBLE FORNOTIFYING THE ARCHITECT OF ANY DISCREPANCIES. FOLLOW GENERAL NOTES REGARDINGRFI'S.
13 ALL DIMENSIONS NOTED AS "HOLD" ARE CRITICAL.
14 PROVIDE FIRE TREATED WOOD BLOCKING (COMPLYING WITH ASTM E84) WITHIN NEW ANDEXISTING WALLS AS REQUIRED FOR ANCHORING OF ALL BUILT-INS, SHELVING, CABINETRY, ANDWALL MOUNTED ACCESSORIES. VERIFY LOCATIONS WITH ARCHITECT. COORD. TELEVISIONLOCATIONS WITH POWER PLAN & BLOCKING REQUIREMENTS W/ A) AUDIOVISUAL DOCUMENTSAND CONSULTANT, OR B) CLIENT PROVIDED TELEVISION WALL MOUNTED BRACKET.
15 PROVIDE TWO (2) 20 GAUGE METAL STUDS AT JAMBS OF ALL NEW DOOR OPENINGS.
16 ALL CONCEALED BLOCKING SHALL BE FIRE TREATED, COMPLYING WITH ASTM E84.
17 DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR LOCATIONS UNLESS OTHERWISE NOTED.
18 CONTRACTOR'S PRICE SHALL INCLUDE A COMPLETE CONSTRUCTION CLEANUP.
19 CONTRACTOR TO HAVE A "SHOP VAC" OR SIMILAR EQUIPMENT ON SITE TO KEEP SITE CLEANDURING THE CONSTRUCTION PROCESS.
20 INTERIOR DIMENSIONS SHOWN IN PLAN ARE TO FINISHED FACE OF PARTITION, INCLUDING ANYAPPLIED FINISHES SUCH AS CERAMIC TILE, UNLESS OTHERWISE NOTED.
21 PROVIDE CONTINUOUS TAPEABLE J-TRIM AT ALL EXPOSED EDGES OF GYPSUM WALL BOARD.PROVIDE COMPRESSIBLE BACKER ROD AND SEALANT IF GWB ABUTS ADJACENT CONSTRUCTION.
22 PATCH ALL EXISTING WALLS WHERE REQUIRED TO CREATE SMOOTH SURFACE FOR PAINT,STUCCO, PLASTER, OR CERAMIC TILE FINISH AS SCHEDULED. WHERE NEW FINISH IS NOTSCHEDULED, PATCH WALLS AND/OR TOOTH IN SALVAGED MATERIALS, AS REQUIRED TO MATCHEXISTING ADJACENT FINISH.
23 COORDINATE PARTITION CONSTRUCTION WITH FINISH PLANS.
24 PREPARE EXISTING FLOOR SUBSTRATE AS REQUIRED FOR SCHEDULED FLOOR FINISH. PROVIDEFLOOR LEVELING COMPOUND AS REQUIRED TO PROVIDE LEVEL FINISH (1/4" PER 10') WITHINENTIRE TENANT AREA.
25 AT ANY EXISTING CONSTRUCTION TO RECEIVE NEW WORK (RE: NEW DOOR, INFILL PARTITION,ETC.) G.C. TO PATCH EXISTING CONSTRUCTION AS REQUIRED TO MATCH EXISTING ADJACENTSURFACE, U.O.N.
26 ALL NEW DOORS SHALL BE LOCATED 4" OFF FINISH WALL UNLESS OTHERWISE NOTED. (4" TOINSIDE FACE OF FRAME)
27 PROVIDE FIRESTOPPING JOINT SYSTEM AT ALL PENETRATIONS THROUGH ALL FIRE-RATED WALLAND FLOOR SYSTEMS. FIRESTOPPING SHALL BE DESIGNED TO RESIST THE SPREAD OF FIRE FORA TIME PERIOD NOT LESS THAN THE REQUIRED FIRE RESISTANT RATING OF THE ADJACENTASSEMBLY. ALL FIRE STOPPING ASSEMBLIES SHALL BE UL ASSEMBLIES.
28 PROVIDE ACOUSTICAL SEALANT FOR PENETRATIONS THROUGH ANY NON-FIRE RATEDPARTITIONS OR ASSEMBLIES.
29 ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR.
30 REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND TYPES OF DEVICES. REFER TOARCHITECTURAL DRAWING G1.01 FOR TYPICAL MOUNTING HEIGHTS AND LOCATIONS, NOTIFYARCHITECT OF ANY DISCREPANCIES.
31 ALL WIRING, CONDUIT, RACEWAYS, ETC. SHALL BE CONCEALED WITHIN WALLS. G.C. TO PROVIDECUTTING, PATCHING, PLASTER RINGS AND PULL STRINGS AS REQUIRED TO PROVIDE SUCHCONCEALMENT. PATCH AND PAINT ENTIRE WALL AFFECTED BY NEW WORK.
32 WHERE ANY TELEPHONE, DATA & ELECTRICAL WIRING HAVE BEEN DEMOLISHED, PATCH WALL &FINISH AS SCHEDULED. WHERE ANY EXISTING JUNCTION BOXES OR CONDUIT HAVE BEENREMOVED, PATCH WALL & FINISH AS SCHEDULED UNLESS INDICATED OTHERWISE.
33 CONTRACTOR TO INCLUDE IN HIS PRICING ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIREPROTECTION WORK PER ENGINEERS DRAWINGS TO COORDINATE WITH ARCHITECT'S DESIGNAND PROVIDE COMPLETE SYSTEMS.
34 CONTRACTOR RESPONSIBLE FOR PROTECTING DOOR FRAMES DURING CONSTRUCTION ASREQUIRED.
35 WHERE FLOOR TRENCHING IS REQUIRED FOR SCOPE OF WORK, PATCH FLOOR TO MATCHEXISTING ADJACENT STRUCTURAL SLAB / FLOOR SUBSTRATE
36 REMOVE AND REPLACE THE EXISTING CEILING SYSTEM BELOW MEN'S ROOM A & B IN ORDER TOFACILITATE THE INSTALLATION OF NEW PLUMBING PIPING UNDER THE EXISTING COMPOSITEFLOOR CONSTRUCTION
37 REPAIR AND FLASH THE NEW EXHAUST FAN CURB (RE: MECHANICAL) TO THE EXISTING ASPHALTROOFING SYSTEM PER ASPHALT ROOFING MANUFACTURER'S RECOMMENDATIONS. PROVIDEWATER-TIGHT INSTALLATION AND STEP FLASHING IN ORDER TO FACILITATE INSTALLATION OFPREFABRICATED FAN CURB
N
N
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
SCALE: 1/4" = 1'-0"6 FIRST FLOOR CONSTRUCTION PLAN OF WOMENS ROOM
SCALE: 1/4" = 1'-0"8 FIRST FLOOR CONSTRUCTION PLAN - MENS ROOM
SCALE: 3/4" = 1'-0"
PARTITION TYPE U - TILE ONE SIDE
SCALE: 3/4" = 1'-0"
PARTITION TYPE T - TILE BOTH SIDES
TY
PE
WID
TH
FR
AM
ING
FIR
E R
AT
ING
ST
C R
AT
ING
SO
UN
D IN
SU
L.
COMMENTS
U31 0' - 51/8"
0' - 3 5/8" 0 No FULL HEIGHT CERAMIC TILE 1 SIDE
U61 0' - 71/2"
0' - 6" 0 No FULL HEIGHT CERAMIC TILE 1 SIDE
TY
PE
WID
TH
FR
AM
ING
FIR
E R
AT
ING
ST
C R
AT
ING
SO
UN
D IN
SU
L.
COMMENTS
T31 0' - 53/8"
0' - 3 5/8" 0 No FULL HEIGHT CERAMIC TILE BOTH SIDES
T61 0' - 73/4"
0' - 6" 0 No FULL HEIGHT CERAMIC TILE BOTH SIDES
1 REFER TO PARTITION TYPE DIAGRAMS, REFERENCED BY THE "PARTITION SYMBOL", INDICATINGTHE COMPONENTS AND ASSEMBLY OF EACH PARTITION.
2 PROVIDE 20 GAUGE METAL STUDS AT 16" O.C., U.O.N.
3 GYPSUM BOARD SHALL BE 5/8" THICK, U.O.N.
4 FIRE-RESISTANCE-RATED & STC-RATED PARTITIONS & STC-RATED SHALL CONFORM TO THEMINIMUM REQUIREMENTS OF THE TESTED ASSEMBLY UNLESS MORE STRINGENTREQUIREMENTS ARE DESIGNATED BY DETAIL.
5 FIRESTOP SHALL BE USED AT FIRE RATED PARTITIONS. RECESSED BOXES SHALL BE SEALEDAND RUNNERS SHALL BE SET IN 2 BEADS OF SEALANT OR AS REQUIRED BY MANUFACTURER.FIRESTOPPING SHALL BE PROVIDED FOR FOR ALL FIRE RATED WALL OR SLAB PENETRATIONS INORDER TO MAINTAIN FIRE RATINGS AS REQUIRED.
6 ALL NON-FIRE RATED PARTITIONS SHALL HAVE ALL PENETRATIONS AND INTERSECTIONSSEALED AIR TIGHT WITH ACOUSTICAL SEALANT.
7 PROVIDE METAL BACKING PLATES FOR WALL-MOUNTED ACCESSORIES & CONSTRUCTION.
8 TILE BACKER BOARD IS REQUIRED AT ALL TILE LOCATIONS. COORDINATE WITH FINISHES ANDELEVATIONS AS REQUIRED.
PARTITION TYPE NOTES
SCALE: 3/4" = 1'-0"
PARTITION TYPE E - TILE OVER EXISTING
TY
PE
WID
TH
FR
AM
ING
FIR
E R
AT
ING
ST
C R
AT
ING
SO
UN
D IN
SU
L.
COMMENTS
E01 0' - 07/8"
No NEW TILE ON EXISTING GYPSUM BOARD
SCALE: 3/4" = 1'-0"
PARTITION TYPE T - TILE BOTH SIDES
TY
PE
WID
TH
FR
AM
ING
FIR
E R
AT
ING
ST
C R
AT
ING
SO
UN
D IN
SU
L.
COMMENTS
V31 0' - 41/2"
0' - 3 5/8" 0 No FULL HEIGHT CERAMIC TILE 1 SIDE @ CHASE
SCALE: 3" = 1'-0"1 CONDENSATE LINE COVER DETAIL
16 GENERAL CONSTRUCTION NOTES
OS
OS
OS
OS
OS
OS
OSOS
OSOS
OS
RECESSED DOWNLIGHT, RE: ELECTRICAL
SUSPENDED GYPSUM BOARD CEILING (MOISTURE-RESISTANT), 092216
DENOTES MILLWORK TO UNDERSIDE OF NEW GYPSUM BOARD CEILING, RE: ELEVATIONS
WALL SCONCE LIGHTING FIXTURE, RE: ELECTRICAL
CEILING HEIGHT TAG1'-0"
CEILING ACCESS PANEL
HVAC EXHAUST PANEL
HVAC RETURN
HVAC SUPPLY
OCCUPANCY SENSOR
HORN / STROBE TIED TO BUILDING FIRE ALARM
STROBE TIED TO BUILDING FIRE ALARM
CEILING MOUNTED FAN, RE: MECHANICALFAN
RAIN SHOWER HEAD, RE: PLUMBING
SPRINKLER HEAD, RE: FIRE PROTECTION
3' - 6"3' - 0"FAN
FAN3' - 6"
EQ
EQ
EQ
EQ
EQ
EQ
RECESSED CAN LIGHTING FIXTURE, TYP., RE: ELECTRICAL
CEILING FAN GRILLE, TYP., RE: MECHANICAL
RAIN SHOWER HEAD, TYP., RE: PLUMBING
CL OF DOOR AND OVERHEAD TRACKING
CL OF DOOR AND OVERHEAD TRACKING
PROVIDE NEW TAPEABLE ACCESS PANEL - SIZE AND LOCATION TO
MATCH EXISTING REMOVED (ASSUMED 3'-0" X 3'-0")
PROVIDE KRAFT FACED FIBERGLASS R-38 BATT INSULATION OVER ENTIRE CEILING AREA WITHIN EACH BATHROOMNOTE: COORDINATE LOCATIONS OF ALL NEW
DEVICES WITH EXISTING TRUSS LOCATIONS/SPACING IN FIELD. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO BEGINNING FRAMING/PLACEMENT OF ANY DEVICES
CL
EQEQ
WALL SCONCE LIGHTING FIXTURE, TYP., RE: ELECTRICAL
C LO
F D
OO
R
AN
D L
IGH
T
CL CL
3' - 6"
EQ
EQ
C L
EL: 7' - 10"
EL: 7' - 10"
CLEQEQ
C L
EQ
EQ
CLEQEQ
C LE
QE
Q
EQ
EQ
C LNOTE: CEILING HEIGHT INDICATED IS INTENDED TO MATCH EXISTING CEILING HEIGHT. CONTRACTOR SHALL VERIFY EXISTING TRUSS AND ACHIEVABLE CEILING HEIGHT IN FIELD AND NOTIFY ARCHITECT IF ACHIEVABLE HEIGHT VARIES FROM INDICATED HEIGHT
15A2.0015
A2.00
NOTE: PROVIDE OVERHEAD LIFT SYSTEM BY HORCHER, THE UNILIFT TRACK AND UDL LIFT SYSTEM. PROVIDE UNISTRUT AND THREADED ROD INSTALLATION AS PER MANUFACTURERS INSTRUCTIONS. UNISTRUT TO REST ON THE EXISTING WOOD TRUSSES ABOVE NEW GYPSUM BOARD CEILING AS PER DETAIL 15/A2.00. PROVIDE SPREADER BAR TO WORK WITH THE EXISTING PATIENT PERSONAL SLINGS. COORDINATE WITH OWNER AS NECESSARY
WALL MOUNTED FAN COIL UNITS
EQ
EQ EQEQEQEQ
3' -
0"
3' -
6"
2' - 6 1/4"2' - 6 5/8"
EQ
EQ
EQEQEQEQ
3' -
6"
3' -
0"
2' - 6 5/8"
FAN
FANCENTER FIXTURE BOTH WAYS WITHIN ROOM
RECESSED CAN LIGHTING FIXTURE, TYP.,
RE: ELECTRICAL
WALL SCONCE LIGHTING FIXTURE, TYP.,
RE: ELECTRICAL
RAIN SHOWER HEAD, TYP., RE: PLUMBING
CEILING FAN GRILLE, TYP., RE: MECHANICAL
OF DOOR AND OVERHEAD TRACKING
CL
OF DOOR AND OVERHEAD TRACKING
CL
PROVIDE KRAFT FACED FIBERGLASS R-38 BATT
INSULATION OVER ENTIRE CEILING AREA WITHIN EACH
BATHROOM
COORDINATE LOCATIONS OF ALL NEW DEVICES WITH EXISTING TRUSS LOCATIONS/SPACING IN
FIELD. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO BEGINNING FRAMING/PLACEMENT OF ANY DEVICES
EQEQ
EQEQ
EL: 7' - 10"
EL: 7' - 10"
NOTE: CEILING HEIGHT INDICATED IS INTENDED TO MATCH EXISTING CEILING HEIGHT. CONTRACTOR
SHALL VERIFY EXISTING TRUSS AND CEILING HEIGHT IN FIELD AND NOTIFY ARCHITECT IF HEIGHT VARIES
FROM INDICATED HEIGHT
15A2.00
15A2.00
PROVIDE OVERHEAD LIFT SYSTEM BY HORCHER, THE UNILIFT TRACK AND UDL LIFT SYSTEM. PROVIDE UNISTRUT AND THREADED ROD INSTALLATION AS PER MANUFACTURERS INSTRUCTIONS. UNISTRUT TO REST ON THE EXISTING WOOD TRUSSES ABOVE NEW GYPSUM BOARD CEILING AS PER DETAIL 15/A2.00. PROVIDE SPREADER BAR TO WORK WITH THE EXISTING PATIENT PERSONAL SLINGS. COORDINATE WITH OWNER AS NECESSARY
WALL MOUNTED FAN COIL UNITS
NEW SUSPENDED GYPSUM BOARD CEILING AS SCHEDULED, 092216 -SECURE TO EXISTING WOOD TRUSSES
EL: 7' - 10"
+/- V.I.F.
EXISTING WOOD TRUSS TO REMAIN, TYP.
NEW KRAFT-FACED BATT INSULATION, RE: RCP FOR ADDITIONAL INFORMATION
PROVIDE OVERHEAD LIFT SYSTEM BY HORCHER, THE UNILIFT TRACK AND UDL LIFT
SYSTEM. PROVIDE UNISTRUT AND THREADED ROD INSTALLATION AS PER MANUFACTURERS
INSTRUCTIONS. UNISTRUT TO REST ON THE EXISTING WOOD TRUSSES AS INDICATED.
PROVIDE SPREADER BAR TO WORK WITH THE EXISTING PATIENT PERSONAL SLINGS.
COORDINATE WITH OWNER AS NECESSARY
UNISTRUT, TYP.
THREADED ROD, TYP.
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
REFLECTED CEILING PLAN
A2.00
AF, KDC
CB
SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN LEGEND1 SCHEDULED CEILING HEIGHT SHALL BE MAINTAINED. EXISTING HVAC AND PLUMBING
SYSTEMS SHALL BE MODIFIED AS REQUIRED TO MEET CEILING HEIGHTS.
2 ALL NEW OR RELOCATED SPRINKLER HEADS, RECESSED CAN LIGHT FIXTURES, ETC. SHOWNTO BE RELOCATED WITHIN CENTER OF 2X2 OR 2X4 CEILING TILE UNLESS OTHERWISE NOTED
3 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL WIRING ABOVETHE CEILING WHICH IS ABANDONED AS PART OF THIS OR PAST WORK
4 CONTRACTOR TO NOTIFY ARCHITECT IF ANY DISCREPANCIES EXIST BETWEENARCHITECTURAL RCP AND ELECTRICAL WIRING PLAN.
5 DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL % OF THE WEIGHT OFTHE CEILING ASSEMBLY AND ANY FORCE OF 20 LOADS TRIBUTARY TO THE SYSTEM. USE AMINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE LATERALFORCE.
6 WHERE CEILING LOADS DO NO EXCEED 5 POUNDS PER SQUARE FOOT AND WHEREPARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACINGMETHODS MAY BE EMPLOYED:
A. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED INFOUR DIRECTIONS 90 DEGRESS APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OFTHE CROSS RUNN AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12FEET ON CENETER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' FROM EACH WALL.
B. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSSRUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THERUNNERS AT THE OTHER TWO WALLS.
C. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION,VERTICALLY SUPPORT ENDS OF RUNNERS WITH 8" OF DISCONTINUITIES SUCH AS MAY OCCURWHERE THE CEILING IS INTERRUPTED BY A WALL.
D. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY TO THE STRUCTURE ABOVE.
7 CEILING HEIGHT SHALL BE 7'-10" A.F.F., U.O.N.
8 ALL CEILINGS SHALL BE CENTERED ON ROOMS, U.O.N.
9 EXISTING CEILING STRUCTURE SCHEDULED TO BE EXPOSED SHALL BE PAINTED WHITETHROUGHOUT.
10 A SHOP DRAWING SHALL BE PROVIDED FOR THE LIGHTING FIXTURE LAYOUTS. DIMENSIONSPROVIDED ON THE PLANS REPRESENT THE DESIGN INTENT AND WILL BE REVIEWED AFTER
THE CONTRACTOR HAS VERIFIED THE FIELD CONDITIONS.
11 PROVIDE NEW R-38 KRAFT FACED BATT INSULATION AT ALL NEW CEILING LOCATIONS WHEREEXISTING INSULATION HAS BEEN REMOVED.
GENERAL REFLECTED CEILING PLAN NOTESSCALE: 1/4" = 1'-0"8 FIRST LEVEL REFLECTED CEILING PLAN OF MENS ROOM
SCALE: 1/4" = 1'-0"10 FIRST LEVEL REFLECTED CEILING PLAN OF WOMENS ROOM
N
N
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
SCALE: 1 1/2" = 1'-0"15 DETAIL @ OVERHEAD TRACKING
18A4.00
DUCTLESS-SPLIT SYSTEM FAN COIL UNIT, RE: MECHANICAL
CL OF TILE AND FAN COIL UNIT
CLOF ELECTRIC
PANEL
RECESSED ELECTRICAL PANEL,
RE: ELECTRICAL
EQ EQ
CL OF TOILET & FCUCL OF SCONCEEQ EQ
CLOF
MIRROR & SINK
1' - 4"
WALL SCONCE, TYP. OF 2, RE: ELECTRICAL -
MATCH DISTANCE TO CL FROM MIRROR ON
BOTH SIDES OF MIRROR
TIL
EF
ULL
V.I.
F.
6' -
9"
RAIN SHOWER HEAD, RE: PLUMBING
PITCHED FLOOR, RE: /16 A5.00
LINE OF FLOOR HIGH POINT BEYOND, RE:
/16 A5.00
GRAY TONE INDICATES INSTALLATION ZONE FOR GRAB BARS, 33" MIN. - 36" MAX. TO TOP OF BAR, ABOVE FLOOR HIGH POINT
CUT BOTTOM ROW OF TILE AS NECESSARY FOR PITCHED FLOOR. TYP. ALL ELEVATIONS WHETHER INDICATED OR NOT - REFER TO GENERAL FINISH NOTES
LOW
PO
INT
FU
LL H
EIG
HT
TIL
E @
FLO
OR
RAIN SHOWER HEAD, RE: PLUMBING - CENTER ON SHOWER HEAD
EXISTING WINDOW TO REMAIN
CUT TOP COURSE OF TILE AS NECESSARY
17A5.00
LOW
PO
INT
, TY
P.
FU
LL H
EIG
HT
TIL
E @
FLO
OR
CUT BOTTOM ROW OF TILE AS NECESSARY FOR PITCHED FLOOR -REFER TO GENERAL FINISH NOTES
EQ 7 FULL TILES EQ
RAIN SHOWER HEAD, RE: PLUMBING - CENTER
ON SHOWER HEAD
EQ 7 FULL TILES EQ
EXISTING WINDOW TO REMAIN
RETURN TILE TO WINDOW FRAME, TYP. TOP AND
SIDES
17A5.00
LOW
PO
I NT
FU
LL H
EIG
HT
TIL
E @
FLO
OR
CUT BOTTOM ROW OF TILE AS NECESSARY FOR
PITCHED FLOOR - REFER TO GENERAL FINISH
NOTES
102A
30" HIGH STAINLESS STEEL ARMOR PLATE, TYP. BOTH SIDES OF NEW DOORS
18A4.00
16A4.00
REFER TO DETAILFOR TYPICAL
NOTES AT MILLWORK/1 A3.00
REFER TO DETAILFOR TYPICALNOTES AND DIMENSIONSOF FIXTURES, ACCESSORIES, ETC.
/4 A3.00
CUT BOTTOM ROW OF TILE AS NECESSARY
FOR PITCHED FLOOR - REFER TO GENERAL
FINISH NOTES
LOW
PO
INT
, TY
P.
FU
LL H
EIG
HT
TIL
E @
FLO
OR
SCRIBE1"
SCRIBE1"
RAIN SHOWER HEAD, RE: PLUMBING - CENTER ON SHOWER HEAD
EQ3' - 0"EQ
LOW
PO
INT
, TY
P.
FU
LL H
EIG
HT
TIL
E @
FLO
OR
CUT BOTTOM ROW OF TILE AS NECESSARY FOR PITCHED FLOOR -REFER TO GENERAL FINISH NOTES
104
30" HIGH STAINLESS STEEL ARMOR PLATE,
TYP. BOTH SIDES OF NEW DOORS
EXISTING WINDOW TO REMAIN
RETURN TILE TO WINDOW FRAME, TYP. TOP AND SIDES
17A5.00
REFER TO DETAILFOR
ELEVATION BEYOND/2 A3.00
OPEN
EQ4 FULL TILESEQ 120
30" HIGH STAINLESS STEEL ARMOR PLATE, TYP. BOTH SIDES OF NEW DOORS
RAIN SHOWER HEAD, RE: PLUMBING - CENTER
ON SHOWER HEAD
18A4.00
16A4.00
REFER TO DETAILFOR TYPICAL NOTES AT MILLWORK
REFER TO DETAILFOR TYPICAL
NOTES AND DIMENSIONSOF FIXTURES,
ACCESSORIES, ETC.
/4 A3.00
CUT BOTTOM ROW OF TILE AS NECESSARY FOR PITCHED FLOOR - REFER
TO GENERAL FINISH NOTES
LOW
PO
INT
FU
LL H
EIG
HT
TIL
E @
FLO
OR
/1 A3.00
SCRIBE1"
SCRIBE1"
V.I.
F.
C L102B103
30" HIGH STAINLESS STEEL ARMOR PLATE, TYP. BOTH SIDES OF NEW DOORS
16A4.00
18A4.00
REFER TO DETAILFOR TYPICAL NOTES AT MILLWORK
/1 A3.00REFER TO DETAILFOR TYPICAL
NOTES AND DIMENSIONSOF FIXTURES,
ACCESSORIES, ETC.
/4 A3.00
SCRIBE1"
SCRIBE1"
121
30" HIGH STAINLESS STEEL ARMOR PLATE, TYP. BOTH SIDES OF NEW DOORS
RAIN SHOWER HEAD, RE: PLUMBING - CENTER
ON SHOWER HEAD
EQ EQ
'A'
EQ 3' - 0"
'A'
EQ
CUT BOTTOM ROW OF TILE AS NECESSARY
FOR PITCHED FLOOR -REFER TO GENERAL
FINISH NOTES
LOW
PO
INT
, TY
P.
FU
LL H
EIG
HT
TIL
E @
FLO
OR
122EQ EQ
'A'
EQ 3' - 0"
'A'
EQ
30" HIGH STAINLESS STEEL ARMOR PLATE,
TYP. BOTH SIDES OF NEW DOORS
RAIN SHOWER HEAD, RE: PLUMBING - CENTER ON SHOWER HEAD
16A4.00
OPEN
1' -
0"
2' -
1 5
/8"
5/4 x 3 POPLAR FACE TRIM
1" SCRIBE, TYP. BOTH SIDES
POPLAR CROWN MOULDING, BROSCO B-614 OR EQUAL - PAINT FINISH
5/4 POPLAR FACE FRAME WITH RECESSED PANEL DOORS - PAINT FINISH
OPEN SHELF WITH RECESSED CLOCK OUTLET - CENTERED ON OPENING, TYP.
3 EQUAL
1' -
0"
COUNTER SUPPORT BRACKET, TYP.
SCRIBE1"
SCRIBE1"
17A5.00
EXISTING WINDOW TO REMAIN
RAIN SHOWER HEAD, RE: PLUMBING
FULL TILEREFER TO TYPICAL MOUNTING HEIGHT DIAGRAM FOR INSTALLATION HEIGHTS OF GRAB BARS, PLUMBING FIXTURES,
ETC. - TYPICAL ALL ELEVATIONS
RETURN TILE TO WINDOW FRAME, TYP. TOP AND SIDES
LOW
PO
INT
, TY
P.
FU
LL H
EIG
HT
TIL
E @
FLO
OR
CUT BOTTOM ROW OF TILE AS
NECESSARY FOR PITCHED FLOOR -
REFER TO GENERAL FINISH NOTES
FULL TILE
RAIN SHOWER HEAD, RE: PLUMBING
REFER TO DETAILFOR
ELEVATION BEYOND/9 A3.00
OPEN
LOW
PO
INT
, TY
P.
FU
LL H
EIG
HT
TIL
E @
FLO
OR
CUT BOTTOM ROW OF TILE AS NECESSARY FOR PITCHED FLOOR -REFER TO GENERAL FINISH NOTES
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
1/4" = 1'-0"
INTERIOR ELEVATIONS
A3.00
Designer
Approver
SCALE: 1/4" = 1'-0"4 EAST ELEVATION - MEN'S ROOM ASCALE: 1/4" = 1'-0"8 EAST ELEVATION - MEN'S ROOM B
SCALE: 1/4" = 1'-0"12 EAST ELEVATION - WOMEN'S ROOM ASCALE: 1/4" = 1'-0"16 EAST ELEVATION - WOMEN'S ROOM B
SCALE: 1/4" = 1'-0"5 NORTH ELEVATION - MEN'S ROOM ASCALE: 1/4" = 1'-0"13 NORTH ELEVATION - WOMEN'S ROOM A
SCALE: 1/4" = 1'-0"17 NORTH ELEVATION - WOMEN'S ROOM BSCALE: 1/4" = 1'-0"9 NORTH ELEVATION - MEN'S ROOM B
SCALE: 1/4" = 1'-0"6 SOUTH ELEVATION - MEN'S ROOM ASCALE: 1/4" = 1'-0"10 SOUTH ELEVATION - MEN'S ROOM B
SCALE: 1/4" = 1'-0"14 SOUTH ELEVATION - WOMEN'S ROOM ASCALE: 1/4" = 1'-0"18 SOUTH ELEVATION - WOMEN'S ROOM B
SCALE: 1/4" = 1'-0"7 WEST ELEVATION - MEN'S ROOM ASCALE: 1/4" = 1'-0"11 WEST ELEVATION - MEN'S ROOM B
SCALE: 1/4" = 1'-0"15 WEST ELEVATION - WOMEN'S ROOM A
SCALE: 1/4" = 1'-0"19 WEST ELEVATION - WOMEN'S ROOM B
SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION - MEN'S ROOM A MILLWORK
SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION - MEN'S ROOM B SHOWER
SCALE: 1/4" = 1'-0"3 NORTH ELEVATION -MEN'S ROOM B SHOWER
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
1
HOLLOW METAL DOOR FRAME
SEE DOOR SCHEDULE
SE
E D
OO
R S
CH
ED
ULE
A
SEE SCHEDULE
SE
E S
CH
ED
ULE
1-3/4" THK. FLUSH, SOLID CORE, PAINT GRADE WOOD
DOOR; PAINT TO MATCH ADJACENT GWB WALLS
B
SEE SCHEDULE
SE
E S
CH
ED
ULE
1-3/4" THK. FLUSH, SOLID CORE, PAINT GRADE WOOD
DOOR; PAINT TO MATCH ADJACENT GWB WALLS
2"
1/2" THROAT WIDTH 1/2"
2" 2"VARIES
F1
SCHEDULED CEILING
POPLAR CROWN MOULDING, BROSCO B-614 OR EQUAL
5/4 x 3 POPLAR FACE FRAME
1/2" BALTIC BIRCH PLYWOOD RECESSED PANEL
1X PAINTED POPLAR SHELF, TYP. OF 3
CONTINUOUS "U-SHAPED" ALUMINUM PILASTER, CLEAR ALUMINUM FINISH, TYP. (OUTWATER PRODUCTS SERIES 255 OR EQUAL) - ROUTE OUT PLYWOOD TO PROVIDE FLUSH INSTALLATION
3/4" BALTIC BIRCH PLYWOOD CABINET BOX (TOP, BOTTOM AND BACK) WITH DADO JOINTS
4 1/
4"1"
2 1/
2"2
1/2"
LINE OF 3/4" BALTIC BIRCH PLYWOOD CABINET BOX BEYOND
2' -
0"
1"
1' -
0"
1"1'
- 0
"2
1/2"
1 x POPLAR TRIM, TYP.
3/4" BALTIC PLYWOOD BOTTOM SHELF
5/4" PAINTED POPLAR CABINET SUPPORT BRACKET, BOTH SIDES
CONTINUOUS WOOD CLEAT, TYP. BACK AND SIDES -SECURE TO PARTITIONS AS NECESSARY
WALL FINISH AS SCHEDULED
1" THICK BALTIC PLYWOOD SHELF - LAMINATE 2 LAYERS OF 1/2" OR PROVIDE 1" THICK PANEL
NOTE: ALL COMPONENTS OF CABINET (PLYWOOD, POPLAR, ETC.) TO RECEIVE PAINT FINISH. PREPARE SURFACE AS NECESSARY FOR PAINT FINISH
RECESSED CLOCK OUTLET,RE: ELECTRICAL - TYP. EACH OPEN SHELF
ALI
GN
ALI
GN
8"
8"
1 1/4"
1 1/
4"
R 6 3
/4"
ALI
GN
1 X POPLAR
5 1/
2"
1"1' - 2"
1/2 SOLID SURFACE COUNTER ADHERED WITH SILICONE TO 3/4" CONTINUOUS
PARTICLEBOARD, TYP. 123623.13 - SCRIBE COUNTER TO WALL
WALL PARTITION AS SCHEDULED
FINISH FLOOR AS SCHEDULED
1/2" SOLID SURFACE BACKSPLASH, 123623.13
RETURN BACKSPLASH AND CLEAT WHEN COUNTER MEETS ADJACENT WALL, 123623.13
NOTE: ALL EXPOSED PIPES BELOW THE COUNTERTOP
SHALL BE INSULATED AND ALL SHARP OR ABRASIVE SURFACES
SHALL BE REMOVED OR PROTECTED
18"X36" SLANTED MIRROR WITH STAINED WOOD FRAME WITH
MITERED CORNERS
UNDERMOUNT SINK AND FAUCET AS SCHEDULED, RE: PLUMBING -
ADJUST SENSOR TO ACTIVATE WITHIN 11" OF COUNTER EDGE
NOTE: G.C. TO PROVIDE FIRE TREATED WOOD BLOCKING AS
REQUIRED FOR THE MOUNTING OF CABINETRY, COUNTERS, ETC. TYP.
MOTION ACTIVATING FAUCET, ACTIVATION TO OCCUR WITHIN 11"
OF COUNTER EDGE8"
2' -
3"
1' - 5"9"
6"
2" x 2" STEEL TUBE FULLY WELDED TO 3" X 3" STEEL TUBE IN WALL (2 BRACKET ASSEMBLIES PER SINK)
STAINED OAK WOOD END CAP TO MATCH FRAME
12A4.00
3' -
4"
MA
X. T
.O. R
EF
LEC
TIN
G S
UR
FA
CE
4 7/8" @ MIRROR
2 1/2"
2 ' - 11"
2 1/2"
2' - 6"
2' -
10"
CONTINUOUS FRENCH CLEAT
1 1/
4"2"
2' -
6 3
/4"
CLE
AR
2' -
10"
2"
1/2"
1/4"
3" X 9" X 1/8" STEEL PLATE ANCHORED TO CONCRETE SLAB W/ (4) 1/2" "DIA." EXPOXY BOLTS AT EACH POST
3" X 3" STEEL TUBE WITHIN WALL, WELDED TO STEEL BASE PLATE
4"
1/4"
1/4"
1/2" PLYWOOD BACKING
2" X 2" CONTINUOUS STEEL TUBE, FULLY WELDED TO STEEL BRACKET ASSEMBLIES
1/4"
CL DRAIN
8 3/8"
STAINED OAK WOOD END CAP AND MIRROR FRAME
3/4" PLYWOOD MIRROR BACKER
1/4" MIRROR GLASS
1X2 CONT. NAILER
3/4"
2 1/2"
FINISHED WALL SURFACE AS SCHEDULED
1"
1/2" PLYWOOD
JAMB ANCHOR, 081113 (4 PER JAMB)
PROVIDE CONT. SEALANT AROUND FRAME, 079200, BOTH SIDES OF DOOR
HM FRAME, 081113
SCHEDULED DOOR
EXISTING PARTITION TO REMAIN -MODIFY AS NECESSARY FOR NEW DOOR OPENING
(2) 2X WOOD STUDS - DEPTH TO MATCH EXISTING WALL CONSTRUCTION
1/2" TILE BACKING PANEL OVER EXISTING PARTITION, 093013. SECURE TO EXISTING PARTITION WITH LATEX PORTLAND CEMENT, 093000
CERAMIC TILE - TYPE AS INDICATED ON ELEVATIONS AND FINISH SCHEDULE ON LATEX PORTLAND CEMENT, 093000
1/8"
ALIGN
JAMB ANCHOR, 081113 (4 PER JAMB)
PROVIDE CONT. SEALANT AROUND FRAME, 079200, BOTH SIDES OF DOOR
HM FRAME, 081113
SCHEDULED DOOR
GYPSUM BOARD AS SCHEDULED IN PARTITION TYPES, 092900
2 (20) GAUGE MTL STUDS, 092216, AT JAMB (REPLACE STUDS WITH METAL RUNNER AT HEAD)
TILE BACKING PANELS, 093000
LATEX PORTLAND CEMENT MORTAR, 093000
CERAMIC TILE - TYPE AS INDICATED ON ELEVATIONS AND FINISH SCHEDULE, 093000
1/8"
ALIGN
JAMB ANCHOR, 081113 (4 PER JAMB)
PROVIDE CONT. SEALANT AROUND FRAME, 079200, BOTH SIDES OF DOOR
HM FRAME, 081113
SCHEDULED DOOR
2 (20) GAUGE MTL STUDS, 092216, AT JAMB (REPLACE STUDS WITH METAL RUNNER AT HEAD) - AT SIM. JAMB CONDITION PROVIDE (2) 2X WOOD STUDS TO MATCH EXISTING PARTITION - REFER TO DETAIL 3/A4.00 FOR ADDITIONAL NOTES
GYPSUM BOARD AS SCHEDULED, BOTH SIDES, 092900
NOTES
1 ALL NEW DOORS WITHIN SCOPE OF WORK AREA SHALL RECEIVEBUILDING STANDARD LEVER TYPE (ADA COMPLIANT) HARDWARE.FINISH TO MATCH EXISTING.
2 PAINT ALL WOOD DOORS - COLOR AS SELECTED BY ARCHITECT
REMARKS
A EXISTING DOOR TO REMAIN
B INDICATED DOOR WIDTH IS FOR (2) EQUAL DOORS
C DOOR IS INSTALLED INTO AN EXISTING PARTITION - VERIFYTHROAT DEPTH PRIOR TO SUBMITTING SHOP DRAWINGS
D PROVIDE POWER TO DOOR FOR DOOR OPERATION
HW SET (PER DOOR)
HW SET #11 PASSAGE FUNCTION LOCKSET MATCH EX. SARGENT1 DOOR OPERATOR 6010/6060 NORTON1 WALL SWITCH 531 NORTON1 PERIMETER GASKET S88 PEMKO4 SILENCERS 608/609 ROCKWOOD2 ARMOR PLATE K1062 48" 4BE CSK ROCKWOOD1 ELECTRIC STRIKE 9600 HES1 FLOOR/WALL STOP 404/440 ROCKWOOD4 HINGE (HEAVYWEIGHT) T4A3786 4-1/2" X 4-1/2" MCKINNEY
HW SET #21 CYLINDRICAL LOCK (STOREROOM) MATCH EX. SARGENT1 PERIMETER GASKET S88 PEMKO3 SILENCERS 608/609 ROCKWOOD2 ARMOR PLATE K1062 48" 4BE CSK ROCKWOOD1 FLOOR/WALL STOP 404/440 ROCKWOOD3 HINGE (HEAVYWEIGHT) T4A3786 4-1/2" X 4-1/2" MCKINNEY1 PERMANENT CORE 6300 X 4 KEYS SARGENT1 SURFACE CLOSER 351 PH10 SARGENT
HW SET #31 CYLINDRICAL LOCK (STOREROOM) MATCH EX. SARGENT1 PERIMETER GASKET S88 PEMKO3 SILENCERS 608/609 ROCKWOOD2 ARMOR PLATE K1062 48" 4BE CSK ROCKWOOD1 FLOOR/WALL STOP 404/440 ROCKWOOD6 HINGE (HEAVYWEIGHT) T4A3786 4-1/2" X 4-1/2" MCKINNEY2 FLUSH BOLT (@ INACTIVE LEAF) 555 ROCKWOOD1 DUST PROOF STRIKE 570 ROCKWOOD1 PERMANENT CORE 6300 X 4 KEYS SARGENT
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
DOOR SCHEDULE, DOORDETAILS, ELEVATIONS
A4.00
KDC
Approver
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
DOOR AND FRAME SCHEDULE
#
DOOR FRAME HEADDETAIL
JAMBDETAIL
SILLDETAIL
FIRERATING
HARDWARESET REMARKSWIDTH HEIGHT TYPE MATERIAL TYPE MATERIAL ELEVATION THROAT SIZE
102A 3' - 6" 7' - 0" A HM F1 HM 1 0' - 4 7/8" 3/A4.00 (SIM) 3/A4.00 19/A5.00 - 1 C, D
102B 3' - 6" 7' - 0" A HM F1 HM 1 0' - 4 7/8" 3/A4.00 (SIM) 3/A4.00 19/A5.00 - 1 C, D
103 4' - 0" 7' - 0" B HM F1 HM 1 0' - 5 1/8" 2/A4.00 (SIM) 2/A4.00 - 3 B
104 3' - 6" 7' - 0" A HM F1 HM 1 0' - 4 7/8" 3/A4.00 (SIM) 3/A4.00 19/A5.00 - 1 C
105 3' - 6" 7' - 0" A HM F1 HM 1 0' - 4 7/8" 7/A4.00 (SIM) 7/A4.00 (SIM) - - 2 C
120 3' - 0" 7' - 0" A HM F1 HM 1 0' - 5 1/8" 2/A4.00 (SIM) 2/A4.00 - 2
121 3' - 6" 7' - 0" A HM F1 HM 1 0' - 4 7/8" 3/A4.00 (SIM) 3/A4.00 19/A5.00 - 1 C, D
122 3' - 6" 7' - 0" A HM F1 HM 1 0' - 4 7/8" 3/A4.00 (SIM) 3/A4.00 19/A5.00 - 1 C, D
E101 3' - 6" 7' - 0" EX EX EX EX EX EX EX EX EX EX A
SCALE: 1/4" = 1'-0"
DOOR AND FRAME TYPES LEGEND FRAME DETAILSSCALE: 1 1/2" = 1'-0"16 TYPICAL MILLWORK SECTION
SCALE: 1" = 1'-0"18 TYPICAL SECTION AT SINK
SCALE: 3" = 1'-0"12 MIRROR DETAIL
SCALE: 3" = 1'-0"3 HM JAMB DETAIL - TYPE E PARTITIONS
SCALE: 3" = 1'-0"2 HM JAMB DETAIL - TYPE U PARTITIONS
SCALE: 3" = 1'-0"7 HM JAMB DETAIL
DOOR & HARDWARE NOTES
CT-1
GWB-1
N/A
CT-3
CT-1
GWB-1
N/A
CT-3
PT-1
GWB-1
RB-1
CT-3
PT-2
GWB-1
RB-2
CT-3
REPAIR EXISTING WALL FINISH TO MATCH EXISTING ADJACENT AFTER
NEW DOOR INSTALLATION EX. VCT
CT-3
EX. VCT
CT-3
EX. VCT
CT-3
EXISTING
EXISTING
EXISTING
EXISTING
PROVIDE NEW / REPAIR EXISTING FINISH TO MATCH EXISTING ADJACENT,
TYP. FULL EXTENTS OF LINETYPE
EX
. VC
T
CT
-3
CT-2
GWB-1
N/A
CT-3
PT-1
GWB-1
RB-1
CT-3
CT-2
GWB-1
N/A
CT-3
PROVIDE NEW / REPAIR EXISTING FINISH TO MATCH EXISTING ADJACENT,
TYP. FULL EXTENTS OF LINETYPE
EX
. VC
T
CT
-3
EX
. VC
T
CT
-3
BATHING ROOM
101
PITCH TO DRAIN1:48
18A5.00
+1 1/4"
+0"
+0" +0" +0" +0"
+3/8"
+3/8"
+1 1/4"
+1 1/4"
PITCH TO DRAIN1:48
+1 1/4"
+3/8"
+3/8"
+1 1/4" +1 1/4"
18A5.00
MIR
UP
UP
1:48
MA
X.
1:48
MA
X.
CONTRACTOR SHALL COORDINATE FINAL HEIGHT OF TILE FLOOR TO ACCOMMODATE THE HEIGHT OF FLOOR TRENCH DRAIN
CE
ILIN
GW
AL
L
GWB-1 INTERIOR GYPSUM WALL BOARD CEILING - PAINTED (PT-1)
PT-1
PT-2
FIELD COLOR
ACCENT COLOR
RB-1 RUBBER BASE TO BE USED WITH PT-1
MARK DESCRIPTION
FINISH LEGEND
GENERAL NOTES
1. FRAMES TO BE PAINTED THE SAME COLOR AS WALL DOOR IS LOCATED ON, UNLESS OTHERWISE NOTED.
2. ALL DOORS (SCHEDULED TO BE PAINTED) TO BE PAINTED SAME COLOR AS WALL DOOR IS LOCATED ON.
3. REFER TO INTERIOR ELEVATIONS FOR WALL TILE PATTERN AND EXTENTS.
4. ALL WALLS TO BE PAINTED PT-1, UNLESS OTHERWISE NOTED.
5. CENTER ALL FLOOR TILE WITHIN ROOM UNLESS OTHERWISE NOTED.
6. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PT-1, UNLESS OTHERWISE NOTED.
7. PROVIDE BULLNOSE TILE MATCHING FIELD TILE AT ALL CERAMIC TILE OUTSIDE CORNER CONDITIONS.
8. PRIOR TO INSTALLATION OF ALL TILE / STONE PRODUCTS, TILE / STONE SUBCONTRACTOR TO CONFIRM LAYOUT WITH ARCHITECT.
9. ALL FINISHES SHALL BE APPLIED/INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONSAND/OR INSTRUCTIONS.
10. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE EXISTING CONDITIONS AND REPORT ANYDISCREPANCIES OR CONFLICTS TO THE ARCHITECT PRIOR TO BEGINNING INSTALLATION OF FINISH MATERIAL.
11. ENSURE THAT ALL WALL TILE IS INSTALLED WITH TRUE HORIZONTAL LINES. AT SLOPING FLOOR LOCATIONS, CUT TILETO MATCH SLOPE OF FLOOR TO MAINTAIN CONSISTENT JOINT THICKNESS BETWEEN WALL AND FLOOR, 1/4" MAX.
FINISH TAG
X
X
X
X
CEILING FINISH
WALL FINISH
BASE FINISH
FLOOR FINISH
RB-2 RUBBER BASE TO BE USED WITH PT-2
FINISH
FINISH
FINISH TRANSITION TAG
CT-1 CERAMIC TILE - 6" X 36" - MEN'S ROOMS
CT-2 CERAMIC TILE - 18" X 18" - WOMEN'S ROOMS
N/A NO BASE - CERAMIC WALL TILE EXTENDS TO FLOORBA
SE
CT-3 MOSAIC CERAMIC TILE - 3" X 3"
FL
OO
R
T.O.S.0' - 0"
EXISTING CONCRETE SLAB ON GRADE OR SLAB ON DECK TO REMAIN
1/4" / 12"
NEW SANITARY PIPING,RE: PLUMBING
CERAMIC TILE AS SCHEDULED ON THICKSET MORTAR BED, 093013. PITCH SETTING BED TO DRAIN
WATERPROOFING MEMBRANE, 093013
LINEAR FLOOR DRAIN, RE: PLUMBING
WATERPROOFING MEMBRANE - TYP. OF
LINETYPE, 093013
2" MIN. LAP
SHOWER SIDE
EXISTING VCT FLOORING TO REMAIN
FLEXIBLE SEALANT, 093013
WATERPROOF MEMBRANE/CRACK ISOLATION MEMBRANE BELOW ALL NEW TILE/THRESHOLD - TURN MEMBRANE UP AT THRESHOLD, 093013
TILE FLOORING ON THICKSET SETTING BED -PITCH UP AS PER PITCHING DIAGRAM
1/4"
1/4"
MARBLE THRESHOLD ON 1/8" SETTING BED, 093013
1/8"
(V
.I.F
.)
1" 1"PROVIDE CONTINUOUS SEALANT BETWEEN VCT AND
MARBLE THRESHOLD
ALIGN
BULLNOSE TILE AT SILL, JAMBS AND HEAD CONDITIONS, TYP.
DRAIN LEFT IN THE PROJECT FOR FUTURE POTENTIAL SHOWER LOCATION
EXISTING WINDOW
CONTINUOUS SEALANT AROUND PERIMETER
PRESSURE TREATED 2X WOOD BLOCKING
+1 1/4"
PIT
CH
TO
DR
AIN
1:48
PIT
CH
TO
DR
AIN
1:48
18A5.00
+0" +3/8"
+0" +3/8" +1 1/4"+1 1/4"
+1 1/4"
18A5.00
UP
UP
1:48 MAX.
1:48 MAX.
CONTRACTOR SHALL COORDINATE FINAL HEIGHT OF TILE FLOOR TO ACCOMMODATE THE HEIGHT OF THE FLOOR TRENCH DRAIN
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICESDIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.242 TRUMBULL STREET HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.17.2014 DD SUBMISSION
7.14.2017 FOR BIDDING
JULY 14, 2017
As indicated
FINISH PLAN AND SCHEDULE,FLOORING DETAILS
A5.00
Designer
Approver
SCALE: 1/4" = 1'-0"8 FIRST FLOOR FINISH PLAN OF MENS ROOM
SCALE: 1/4" = 1'-0"6 FIRST FLOOR FINISH PLAN OF WOMENS ROOM
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
SCALE: 1/4" = 1'-0"16 FLOOR PITCHING DIAGRAM - MEN'S ROOM
SCALE: 3" = 1'-0"18 DETAIL @ LINEAR FLOOR DRAIN
SCALE: 12" = 1'-0"19 TRANSITION @ EXISTING VCT TO NEW TILE
SCALE: 3" = 1'-0"17 DETAIL @ WINDOW SILL/GRAB BAR
SCALE: 1/4" = 1'-0"14 FLOOR PITCHING DIAGRAM - WOMENS ROOM
EXISTING JANITOR'S CLOSET
CLOSET120
WOMEN'S ROOM A121
WOMEN'S ROOM B122
BATHING ROOM101
MEN'S ROOM A102
CLOSET103
MEN'S ROOM B104
JANITOR'S CLOSET105
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014
DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
FLOOR PLANS
1/4"=1'-0"
SJH
ALO
M1.1
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014
DD SUBMISSION
July 14, 2017
07.14.2017FOR BIDDING
MECHANICAL SYMBOLS, LEGENDS
AND ABBREVIATIONS
N.T.S.
SJH
ALO
M2.1
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014
DD SUBMISSION
July 14, 2017
07.14.2017FOR BIDDING
MECHANICAL DETAILS
N.T.S.
SJH
ALO
M2.2
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014
DD SUBMISSION
July 14, 2017
07.14.2017FOR BIDDING
MECHANICAL SCHEDULES
AND DETAILS
N.T.S.
SJH
ALO
M3.1
EXISTING JANITOR'S CLOSET
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
PER PLAN
ELECTRICAL DEMOLITION
FLOOR PLANS
ED1.1
LP
RR
ELECTRICAL LEGEND
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
07.14.2017FOR BIDDING
PER PLAN
ELECTRICAL SYMBOLS AND
NOTES
E0.0
LP
RR
OF DOOR ANDOVERHEAD TRACKING
CL
OF DOOR ANDOVERHEAD TRACKING
CL
CLOSET120
WOMEN'S ROOM A121
WOMEN'S ROOM B122
BATHING ROOM101
MEN'S ROOM A102
CLOSET103
MEN'S ROOM B104
JANITOR'S CLOSET105
BATHING ROOM101
MEN'S ROOM A102
CLOSET103
MEN'S ROOM B104
JANITOR'S CLOSET105
OF DOOR ANDOVERHEAD TRACKING
CL
OF DOOR ANDOVERHEAD TRACKING
CL
CLOSET120
WOMEN'S ROOM A121
WOMEN'S ROOM B122
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
PER PLAN
ELECTRICAL FLOOR PLAN
E1.1
LP
RR
4'-0"
4'-0"
26'-0"
7'-11
31/32
"
OPEN TOBEYOND
OPEN TOBEYOND
OPEN CUBBIES
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
07.14.2017FOR BIDDING
PER PLAN
ELECTRICAL DETAILS
E4.1
LP
RR
E6.1
LP
RR
PER PLAN
ELECTRICAL POWER RISER
AND SCHEDULES
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014
DD SUBMISSION
July 14, 2017
07.14.2017FOR BIDDING
EXISTING JANITOR'S CLOSET
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
PARTIAL PLANS
PLUMBING DEMOLITION
1/4"=1'-0"
JRB
DM
PD1.0
ABBREVIATIONS PLUMBING PIPING SYMBOL LEGENDPLUMBING VALVE / FITTING SYMBOL LEGEND
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
PLUMBING ABBREVIATIONS,
SYMBOLS AND LEGEND
N.T.S.
JRB
DM
P0.1
OF DOOR ANDOVERHEADTRACKING
OF DOOR ANDOVERHEADTRACKING
OF DOOR ANDOVERHEADTRACKING
OF DOOR ANDOVERHEADTRACKING
CL CLCL CL
OF DOOR ANDOVERHEAD TRACKING
CL
OF DOOR ANDOVERHEAD TRACKING
CL
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
PLUMBING PARTIAL PLANS
FIRST FLOOR
1/4"=1'-0"
JRB
DM
P1.0
OF DOOR ANDOVERHEADTRACKING
OF DOOR ANDOVERHEADTRACKING
OF DOOR ANDOVERHEADTRACKING
OF DOOR ANDOVERHEADTRACKING
CL CL
BATHING ROOM101
MEN'S ROOM A102
CLOSET103
MEN'S ROOM B104
JANITOR'S CLOSET105
OF DOOR ANDOVERHEAD TRACKING
CL
OF DOOR ANDOVERHEAD TRACKING
CL
CLOSET120
WOMEN'S ROOM A121
WOMEN'S ROOM B122
drawing prepared by
drawing title
descriptiondatemark
R E V I S I O N S
IMPROVEMENTS TO 40 SHORE ROAD
BI-NN-665
WATERFORD, CONNECTICUT 06385
14052
AEA PROJECT No.
STATE OF CONNECTICUTDEPARTMENT OF CONSTRUCTION SERVICES
DIVISION OF CONSTRUCTION SERVICES
AMENTA|EMMA ARCHITECTS, P.C.
242 TRUMBULL STREET
HARTFORD CT, 06103
6.27.2014 SD SUBMISSION
project
CAD no. project no.
date
scale
drawn by
approved by
drawing no.
P:\14052.rvt
12.19.2014DD SUBMISSION
July 14, 2017
N
WOMEN'S ROOM
MEN'S ROOM
PORCH
07.14.2017FOR BIDDING
FIRE PROTECTION PLANS
1/4"= 1'-0"
GFL
RHR
FP1.1
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