location - connecticut...m1.1 floor plans m2.1 mechanical symbols, legends and abbreviations m2.2...

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



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



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


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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


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


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


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


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


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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


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


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


/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"


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


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


/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



BASE

PLAN

HEAD




ACOUSTICAL SEALANT BOTH SIDES


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


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







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




BASE

PLAN

HEAD SCHED CEILING, RE: RCP



ACOUSTICAL SEALANT



SLIP CLIP, TYP.



1/2" TILE BACKING PANEL - BOTH SIDES, 093013


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


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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"


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


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"


EQ3' - 0"EQ

LOW

PO

INT

, TY

P.

FU

LL H

EIG

HT

TIL

E @

FLO

OR


104

30" HIGH STAINLESS STEEL ARMOR PLATE,

TYP. BOTH SIDES OF NEW DOORS


RETURN TILE TO WINDOW FRAME, TYP. TOP AND SIDES

17A5.00

REFER TO DETAILFOR

ELEVATION BEYOND/2 A3.00

OPEN

EQ4 FULL TILESEQ 120



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


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



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


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



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


REFER TO DETAILFOR

ELEVATION BEYOND/9 A3.00

OPEN

LOW

PO

INT

, TY

P.

FU

LL H

EIG

HT

TIL

E @

FLO

OR


drawing prepared by

drawing title

descriptiondatemark

R E V I S I O N S


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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



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


CERAMIC TILE - TYPE AS INDICATED ON ELEVATIONS AND FINISH SCHEDULE, 093000

1/8"

ALIGN



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


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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


BI-NN-665


14052

AEA PROJECT No.




project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt



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


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


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt

12.19.2014

DD SUBMISSION

July 14, 2017


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt

12.19.2014

DD SUBMISSION

July 14, 2017


MECHANICAL DETAILS

N.T.S.

SJH

ALO

M2.2

drawing prepared by

drawing title

descriptiondatemark

R E V I S I O N S


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt

12.19.2014

DD SUBMISSION

July 14, 2017


MECHANICAL SCHEDULES

AND DETAILS

N.T.S.

SJH

ALO

M3.1


drawing prepared by

drawing title

descriptiondatemark

R E V I S I O N S


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


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


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017


PER PLAN

ELECTRICAL SYMBOLS AND

NOTES

E0.0

LP

RR

OF DOOR ANDOVERHEAD TRACKING

CL


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


CL


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017

N

WOMEN'S ROOM

MEN'S ROOM

PORCH


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt

12.19.2014

DD SUBMISSION

July 14, 2017



drawing prepared by

drawing title

descriptiondatemark

R E V I S I O N S


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017

N

WOMEN'S ROOM

MEN'S ROOM

PORCH


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017

N

WOMEN'S ROOM

MEN'S ROOM

PORCH


PLUMBING ABBREVIATIONS,

SYMBOLS AND LEGEND

N.T.S.

JRB

DM

P0.1

OF DOOR ANDOVERHEADTRACKING




CL CLCL CL


CL


CL

drawing prepared by

drawing title

descriptiondatemark

R E V I S I O N S


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017

N

WOMEN'S ROOM

MEN'S ROOM

PORCH


PLUMBING PARTIAL PLANS

FIRST FLOOR

1/4"=1'-0"

JRB

DM

P1.0





CL CL

BATHING ROOM101

MEN'S ROOM A102

CLOSET103

MEN'S ROOM B104

JANITOR'S CLOSET105


CL


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


BI-NN-665


14052

AEA PROJECT No.




242 TRUMBULL STREET

HARTFORD CT, 06103


project

CAD no. project no.

date

scale

drawn by

approved by

drawing no.

P:\14052.rvt


July 14, 2017

N

WOMEN'S ROOM

MEN'S ROOM

PORCH


FIRE PROTECTION PLANS

1/4"= 1'-0"

GFL

RHR

FP1.1

location - connecticut...m1.1 floor plans m2.1 mechanical symbols, legends and abbreviations m2.2...

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