Attachment II-Drawings-Specifications.pdf

KREATE

DAYCARE

WEST

POND

OFFICE

E

T

X

X

X

X

X X X X

X X

X X

X X

X X X X X

X X

PHYSICAL TRAINING

CARSON

LODGE

(H3)

MURIE

LODGE

(H4)

DARLING LODGE (H2)

LEOPOLD

LODGE

(H1)

CENTRAL PLANT

INSTRUCTIONAL WEST

INSTRUCTIONAL

EAST

LABORATORY

ENTRY AUDITORIUM

WASTE WATER TREATMENT

WATER TREATMENT

SUPPORT SERVICES

GUARD HOUSE

CONSERVATION WAY

S H

E P

H E

R D

G R

A D

E R

D

TO

SHEPHERDSTOWN

3.3 MILES

COMMONS

CAPTAIN HENDRIX DR

ROOSEVELT RD

BAIRD DR

R

IV

E R V

IE

W

FA

R M

R D

SHEPHERD GRADE RD

R

IV

E R

V

IE

W F

A R

M R

D

S P

R

IN

G W

O O

D L

N

PLAN

NORTH

PROJECT LOCATION

KREATE & WEST POND BUILDINGS

b e a rd sl e y p ro je ct n u m b e r:

S e t n o

Owner Architect

Beardsley Architects + Engineers

F ile n a m e

64 South Street

Auburn, NY 13021

315.253.7301

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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RENOVATE AREAS WITHIN CREATIVE RESOURCES

AND WEST POND BUILDINGS

U.S. DEPARTMENT OF INTERIOR

NATIONAL CONSERVATION TRAINING CENTER

698 CONSERVATION WAY

SHEPERDSTOWN, WV 25443 PERMIT & BIDDING SET

U.S. FISH & WILDLIFE SERVICE

DRAWING LIST

NUMBER NAME

ALL TRADES

G-000 COVER SHEET

G-001 SYMBOLS, ABBREVIATIONS AND GENERAL PROJECT NOTES

G-101 FIRST FLOOR FIRE AND LIFE SAFETY PLAN - CODE REVIEW

ARCHITECTURE

A-001 WALL SCHEDULE

A-101 FIRST FLOOR PLAN AREA 1 DEMO- CREATIVE RESOURCES

A-102 FIRST FLOOR PLAN AREA 1 - CREATIVE RESOURCES

A-103 FIRST FLOOR REFLECTED CEILING PLAN AREA 1 - CREATIVE RESOURCES

A-104 FIRST FLOOR PLAN AREA 2 DEMO - CREATIVE RESOURCES

A-105 FIRST FLOOR PLAN AREA 2 - CREATIVE RESOURCES

A-106 FIRST FLOOR REFLECTED CEILING PLAN - CREATIVE RESOURCES

A-107 WEST POND PLANS, DETAILS, SCHEDULES

A-401 INTERIOR ELEVATIONS

A-501 SECTION & DETAILS

A-601 DOOR SCHEDULE, DOOR AND FRAME TYPES, AND DETAILS

FIRE PROTECTION

FP-001 LEGEND, SYMBOLS AND ABBREVIATIONS

FP-101 FIRST FLOOR AREA 1 SPRINKLER MODIFICATIONS

FP-102 FIRST FLOOR AREA 2 SPRINKLER MODIFICATIONS

MECHANICAL

M-101 SYMBOLS, NOTES, & ABBREVIATIONS

M-102 GROUND FLOOR HVAC MODIFICATIONS AREA 2

M-103 FIRST FLOOR HVAC MODIFICATIONS AREA 2

M-104 WEST POND HVAC MODIFICATIONS SCHEDULE AND DETAILS

ELECTRICAL

E-001 SYMBOLS, NOTES, & ABBREVIATIONS

E-101 FIRST FLOOR PLAN AREA 1 ELECTRICAL DEMOLITION

E-102 FIRST FLOOR PLAN AREA 2 ELECTRICAL DEMOLITION

E-103 FIRST FLOOR PLAN AREA 1 POWER PLAN

E-104 FIRST FLOOR PLAN AREA 2 POWER PLAN

E-105 FIRST FLOOR PLAN AREA 1 LIGHTING PLANS

E-106 FIRST FLOOR AREA 2 ELECTRICAL MODIFICATIONS

E-107 FIRST FLOOR AREA 2 ELECTRICAL MODIFICATIONS

COLUMN LINE

GENERAL ANNOTATION

REVISION INDICATOR

REFERENCE LEVEL

ROOM NAME

XXXXX

XXX

ROOM IDENTIFIER

101A DOOR IDENTIFIER

W1

F WALL IDENTIFIER

WW WINDOW AND

VISION PANEL IDENTIFIER

L1 LOUVER IDENTIFIER

E1 EQUIPMENT IDENTIFIER

6024.L CASEWOR IDENTIFIER

F1

TYP

FURNITURE IDENTIFIER

? KEYNOTE INDICATOR

(KEYNOTES STARTING WITH A 'D'

ARE FOR DEMOLITION)

SECTIONS AND DETAIL REFERENCES

SCALE:A PLAN/DETAIL TITLE

1/8" = 1'-0"

PLAN/DETAIL CALLOUTS

A101

SIM

CALLOUT NUMBER

SPECIAL NOTES

DRAWING NUMBER

A101

SIM

SECTION MARK

SECTION NUMBER (DOUBLE LETTERS

FOR BUILDING SECTIONS)

DRAWING NUMBER

HEIGHT INDICATOR

EXTERIOR ELEVATIONA

ELEVATION LETTER

DRAWING NUMBER

INTERIOR ELEVATIONB

ELEVATION LETTER(S)

DRAWING NUMBER

A

D

C

A101

SIM

DETAIL MARK

DETAIL NUMBER

SPECIAL NOTES

DRAWING NUMBER

10'-2 3/8"7

PT-1

CEILING IDENTIFIER

EARTH (UNDISTURBED)

STONE, GRAVEL

CONCRETE

PRE-CAST CONCRETE

CONCRETE MASONRY

UNITS

EARTH (COMPACTED)

GYPSUM WALL BOARD

GLASS

PLYWOOD

WOOD (FINISHED)

WOOD SHIMS

(NON-CONT.)

BRICK

WOOD BLOCKING

(CONT.) (NOM. DIMS.)

BATT INSULATION

2 6

PARTICLE BOARDRIGID INSULATION ACOUSTIC TILE

CARPET

STEEL

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED

GENERAL ABBREVIATIONS SYMBOLS LEGEND

MATERIALS LEGEND

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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U .S

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04.06.2020

SYMBOLS, ABBREVIATIONS

AND GENERAL PROJECT

NOTES

R E

N O

V A

T E

A R

E A

S W

IT

H

IN

C

R E

A T

IV

E

R E

S O

U R

C E

S A

N D

W E

S T

P O

N D

B U

IL

D

IN

G

S

N A

T

IO

N A

L C

O N

S E

R V

A T

IO

N

T R

A

IN

IN

G

C E

N T

E R

C

O N

S E

R V

A T

IO

N

W A

Y

S H

E P

E R

D S T

O W

N

W V

PERMIT & BIDDING SET

SLB

19131

JRH

SLB

RO ROUGH OPENING

ROW RIGHT OF WAY

RT RESILIENT TILE

RTU ROOF TOP UNIT

RUB RUBBER

RV ROOF VENT

RW RESCUE WINDOW

S/L SLORM LOUVER

S/P SOUNDPROOF

SAFB SOUND ATTENUATION FIRE

BLANKETS

SAN SANITARY

SCH SCHEDULE

SD SOAP DISPENSER

SDR SUB DRAIN

SECT SECTION

SF SQUARE FEET, SQUARE

FOOT

SGT STRUCTURAL GLAZED TILE

SHT SHEET

SHTH SHEATHING

SHWR SHOWER

SIM SIMILAR

SKL SKYLIGHT

SL SLEEVE

SLL SURVEY LIMIT LINE

SM SHEET METAL

SND SANITARY NAPKIN

DISPENSER

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SOG SLAB ON GRADE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

ST STORM WATER

STA STATION

STD STANDARD

STL STEEL

STO STORAGE

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SWD STORMWATER DRAIN

SYM SYMMETRY (ICAL)

SYS SYSTEM

T TREAD(S)

T&G TONGUE AND GROOVE

T/ TOP OF

TB TACKBOARD, TOWEL BAR

TECH TECHNOLOGY, TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TG TEMPERED GLASS

THK THICKNESS

THR THRESHOLD

THRU THROUGH

TOC TOC OF CURB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TEMPERED

TPTN TOILET PARTITION

TRD TRENCH DRAIN

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER

COEFFICIENT

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARIES

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VOC VOLATILE ORGANIC

COMPOUND

VOL VOLUME

VP VISION PANEL

VRB V VENTED RUBBER BASE

VWC VINYL WALL COVERING

W WATT

W/ WITH

W/O WITHOUT

WB WHITEBOARD

WC WATER CLOSET, WALL

COVERING

WD WOOD

WF WIDE FLANGE

WG WIRE GLASS

WH WATER HEATER, WALL HUNG

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOF

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWM WELDED WIRE MESH

YD YARD

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LB LAG BOLT

LBRG LOAD BEARING

LF LINEAL FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LIGHTING PANEL

LT LIGHT

LTG LIGHTING

LVR LOUVER

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLD MOLDING

MO MASONRY OPENING

MOD MODULAR

MT MOUNT(ED)(ING)

MTH MOUNTING HEIGHT

MTL METAL

MTP METAL TOILET PARTITION

MULL MULLION

MWC MULTI-COLOR WALL

COATING

MWK MILLWORK

N/A NOT APPLICABLE

N/F NEAR FACE

NEG NEGATIVE

NIC NOT IN CONTRACT

NO OR # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/A OVERALL

O/F OUTSIDE FACE

O/O OUT TO OUT

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OHE OVERHEAD ELECTRIC

OHE&T OVERHEAD ELECTRIC AND

TELEPHONE

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OUT OUTLET

P/L PROPERTLY LINE

PA PUBLIC ADDRESS

PART PARTIAL

PBD PARTICLE BOARD

PC PRECAST CONCRETE,

PLUMBING CONTRACTOR

PCL PAVEMENT CUT LINE

PE PORCELAIN ENAMEL

PEND PENDANT

PERC PERCOLATION

PERF PERFORATED

PG PLATE GLASS

PIV POST IINDICATING VALVE

PL PLATE

PLA PLASTIC

PLAM PLASTIC LAMINATE

PLAS PLASTER

PNL PANEL

PNT PAINT

POB POINT OF BEGINNING

POS POSITIVE

PP POWER PANEL

PR PAIR

PREFAB PREFABRICATED

PROP PROPERTY

PT POINT, PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

PWR POWER

QT QUARRY TILE

QTB QUARRY TILE BASE

QTR QUARTER

QTY QUANTITY

R RISER, RADIUS, HEAR

RESISTANCE

RA RETURN AIR

RAD RADIATOR

RC ROOFING CONTRACTOR,

ROOF CUT LOCATION

RD ROOF DRAIN

RECT RECTANGLE

REF REFERENCE,

REFRIGERATOR

REG REGISTER

REINF REINFORCING

REL RELOCATE

REM REMOVE, REMOVABLE

REQD REQUIRE(D)

REQMT REQUIREMENT

RESIL RESILIENT

REV REVISION, REVISE(D)

RH ROOF HATCH

RIV ROOF INTAKE VENTILATOR

RL ROOF LEADER

RM ROOM

do DITTO

DP DAMPPROOFING

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DWG DRAWING

DWL DOWEL

DWR E/F DRAWER EACH FACE

EA EACH

EB EXPANSION BOLT

EF EXHAUST FAN

EG EXHAUST GRILLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM EMERGENCY

ENC ENCLOSURE

EOS EDGE OF SLAB

EQP EQUIPMENT

ETC ET CETERA

ETR EXISTING TO REMAIN

EU EXIT UNITS

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWEF EACH WAY EACH FACE

EWH ELECTRIC WATER HEATER

EX EXISTING

EXC EXCAVATION

EXH EXHAUST

EXP EXPAND, EXPANSION

EXT EXTERIOR

F/P FIREPROOF

F/S FOOTING STEP

FA FIRE ALARM

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FGL FIBERGLASS

FHC FIRE HOSE CABINET

FIN FINSIH(ED)

FIXT FIXTURE

FL FLOOR

FLG FLANGE

FLOUR FLOURESCENT

FLX FLEXIBLE

FND FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PROTECTION

FPL FIREPLACE

FPM FEET PER MINUTE

FR FRAME(D)(ING)

FRT FIRE RETARDENT

FS FAR SIDE

FT FEET OR FOOT

FTG FOOTING

FTR FIN TUBE RADIATION

FUR FURRED, FURRING

FURN FURNISH, FURNITURE

GA GAGE, GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDBM GRADE BEAM

GL GLASS, GLAZING

GND GROUND

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRA GRANITE

GRD GRADE/GRADING

GVL GRAVEL

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIB

HC HANDICAPPED

HD HEAD

HDW HARDWARE

HEX HEXAGONAL

HM HOLLOW METAL

HOR HORIZONTAL

HPL HIGH PRESSURE LAMINATE

HR HANDRAIL

HT HEIGHT

HV HEATING AND VENTILATING

UNIT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HWD HARDWOOD

HYD HYDRANT

I/F INSIDE FACE

ID INSIDE DIAMETER

INCAN INCANDESCENT

INCL INCLUDE(D), INCLUDING

INSUL INSULATION

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

JAN JANITOR'S CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KIP ONE THOUSAND POUNDS

L LONG, LENGTH

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ABOVE COUNTER

ACT ACOUSTIC CEILING TILE

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

ADJ ADJACENT

ADJT ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHJ AUTHORITIES HAVING

JURISDICTION

AHU AIR HANDLING UNIT

AL OR

ALUM

ALUMINUM

ALT ALTERNATE

ANOD ANNODIZED

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

APPROX APPROXIMATE,

APPROXIMATELY

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

AWP ACOUSTIC WALL PANEL

B/ BOTTOM OF

B/B BACK-TO-BACK

BAT BATTEN

BBD BOILER BLOW-DOWN LINE

BD BOARD

BDRM BEDROOM

BIT BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BOC BOTTOM OF CURB

BOT BOTTOM

BOW BOTTOM OF WALL

BPL BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BSMT BAESMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

BVL BEVELED

C/C CENTER TO CENTER

CB CATCH BASIN, CHALK BOARD

CEM CEMENT, CEMENTITIOUS

CEN CENTER

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFMF COLD FORM METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CK CAULK(ING)

CL CENTERLINE

CLF CHAIN LINK FENCE

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR, CLEARANCE

CLRM CLASSROOM

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPACT(ED)

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CPT CARPET

CRS COURSE(S)

CST CAST STONE

CT CERAMIC TILE

CTG COATING

CTR COUNTER

CTSK COUNTERSUNK SCREW

CU COPPER

CUH CABINET UNIT HEATER

CUL CULVERT

CUSH CUSHION(ED)

CUST CUSTODIAL

CW COLD WATER, CLOTHES

WASHER

STC SOUND TRANSMISSION

CLASS

D DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH/DEMOLITION

DEP DEPRESS

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DI DROP INLET

DIA OR ø DIAMETER

DIAG DIAGONAL

DIFF DIFFERENCE

DIM DIMENSION

DISP DISPENSER

DL DRAIN LINE

DMT DEMOUNTABLE

DN DOWN

GENERAL DRAWING NOTES

A THE FOLLOWING GENERAL NOTES PERTAIN TO ALL DRAWINGS IN THIS PROJECT.

B EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR

CONSTRUCTION DOCUMENTS WHEN AVAILABLE. ALL EXISTING DIMENSIONS ARE

APPROXIMATE AND SUBJECT TO CONTRACTOR'S VERIFICATION. EVERY ATTEMPT

HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND WALL

CONDITIONS AS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS

AND OTHER DATA. PRIOR TO THE BID OPENING, THE CONTRACTOR SHALL WALK THE

JOB SITE AND SATISFY THEMSELVES TO EXISTING CONDITIONS. THE ARCHITECT

SHALL BE CONSULTED WHEN ANY QUESTIONS ARISE RELATIVE TO MATERIALS OR

CONDITIONS THAT ARE NOT SPECIFICALLY SHOWN OR SPECIFIED.

D GENERAL CONTRACTOR TO PROVIDE ALL INTERIOR LINTELS AT ALL MASONRY

OPENINGS EXCEEDING 16" WIDE INCLUDING, BUT NOT LIMITED TO, DOORS,

WINDOWS, LOUVERS, F.E.C., DUCTS, ETC. LINTEL LOCATIONS FOR PLUMBING,

ELECTRICAL, AND MECHANICAL WORK BE COORDINATED WITH RESPECTIVE

DRAWINGS.

E PROVIDE CONCEALED 16 GAUGE LIGHT METAL STEEL BACKING SUPPORT IN ALL

STEEL STUD PARTITIONS BEHIND SURFACE FOR SEMI-RECESSED OR SURFACE

MOUNTED ACCESSORIES.

F THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL ACCESSORIES AND

ITEMS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION PER THE

MANUFACTURER'S RECOMMENDATIONS.

G EXTERIOR PERIMETER OF ALL WINDOWS, LOUVERS OR OTHER ITEMS INSERTED IN

AN EXTERIOR WALL SHALL BE SEALED WITH BACKER ROD AND SEALANT (TYPICAL)

GENERAL DEMOLITION NOTES

A THESE GENERAL NOTES APPLY TO EXISTING SPACES AND BUILDING

CONSTRUCTION AFFECTED BY THE WORK.

B THE DEMOLITION DRAWINGS ARE INTENDED AS A SUMMARY OF THE

DEMOLITION, BUT MAY NOT REPRESENT ALL OF THE DEMOLITION REQUIRED TO

COMPLETE THE WORK. THE DEMOLITION DRAWINGS AND THE REMAINDER OF

THE CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY, AS ADDITIONAL

INFORMATION REQUIRED TO COMPLETE THE DEMOLITION MAY BE INDICATED

THROUGHOUT.

C DEMOLITION REQUIRED TO COMPLETE THE WORK, BUT NOT INDICATED, SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR COMPLETING THAT WORK.

D DEMOLITION OF MECHANICAL, ELECTRICAL, AND PLUMBING ELEMENTS

REQUIRED BY THE GENERAL DEMOLITION, BUT NOT INDICATED, SHALL BE

COMPLETED BY THE APPROPRIATE TRADE CONTRACTORS. EACH TRADE

CONTRACTOR SHALL COORDINATE THEIR DEMOLITION WITH EACH OTHER AND

WITH THE SCOPE OF THE FINISHED WORK.

E WHERE NEW FINISHES ARE TO BE APPLIED REMOVE ABANDONED,

NON-FUNCTIONING ITEMS, SUCH AS SURFACE MOUNTED CONDUIT, RACEWAYS,

JUNCTION BOXES, CLIPS, BRACKETS, FASTENERS, ETC. MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS SHALL BE REMOVED BY THE

APPROPRIATE TRADE CONTRACTORS, UNLESS OTHERWISE INDICATED OR

DIRECTED.

F SHOULD CONFLICTS EXIST WITHIN THE CONSTRUCTION DOCUMENTS, VERIFY

INTENT WITH ARCHITECT PRIOR TO BIDDING. CLARIFICATIONS ISSUED AFTER

BIDDING SHALL NOT BE BASIS FOR ADDITIONAL COMPENSATION.

G EXISTING CONDITIONS MAY VARY FROM THOSE INDICATED. NOTIFY THE

ARCHITECT IN WRITING OF DISCREPANCIES BETWEEN EXISTING CONDITIONS

AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK.

H WHEN REMOVING A MATERIAL, COMPONENT, ASSEMBLY OR SYSTEM,

“COMPLETE” SHALL MEAN THE MATERIAL, COMPONENT, ASSEMBLY OR SYSTEM,

ALONG WITH ASSOCIATED SUSPENSION, HANGERS, BRACING, SHIMS,

FASTENERS, ANCHORS, TRIM, ACCESSORIES, TRANSITION PIECES, ADHESIVES,

SEALANTS, ETC., UNLESS OTHERWISE INDICATED.

I CONTRACTORS ARE RESPONSIBLE FOR DECONSTRUCTION OF ASSEMBLIES OR

SYSTEMS AS REQUIRED TO SEPARATE RECYCLABLE MATERIALS INTO THEIR

CORRECT CATEGORIES.

J SALVAGE MATERIALS AND EQUIPMENT AND TURN OVER TO THE OWNER IF

INDICATED. SALVAGING SHALL INCLUDE THE REMOVAL OF INTACT ASSEMBLIES,

THEIR STORAGE, PROTECTION, ORGANIZING AND RELOCATION UNLESS

OTHERWISE INDICATED OR AS DIRECTED.

K WHEN DURING THE COURSE OF THE WORK, EXISTING CONSTRUCTION

INDICATED TO REMAIN IS DAMAGED, THE CONTRACTOR SHALL REPAIR OR

REPLACE WITH IN-KIND MATERIAL TO LIKE-NEW CONDITION, AT NO EXPENSE TO

THE OWNER. REPAIR OR REPLACEMENT METHODS AND MATERIALS SHALL BE

SUBJECT TO THE ARCHITECT’S APPROVAL.

M DO NOT DISTURB SUSPECTED HAZARDOUS MATERIAL. WHEN IN THE COURSE

OF THE WORK, SUSPECT MATERIALS ARE ENCOUNTERED THE CONTRACTOR

SHALL STOP WORK IN THE AFFECTED AREA, AND IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER.

N WHERE NEW OR ENLARGED OPENINGS ARE INDICATED IN EXISTING

CONSTRUCTION CONTRACTORS SHALL COORDINATE SIZES AND LOCATIONS OF

OPENINGS WITH THE FINISHED WORK. REFRAME OPENINGS IN STUD WALLS,

INCLUDING NEW HEADER.

O WHERE NEW OPENINGS ARE INDICATED IN UNIT MASONRY THAT WILL BE LEFT

EXPOSED, PATCH MASONRY WITH IN-KIND UNITS WITH FINISHED SURFACES,

TOOTHED IN, TO MATCH SURROUNDING COURSING AND BOND. PROVIDE LINTEL

PER LINTEL SCHEDULE, UNLESS OTHERWISE INDICATED.

P SHORE, BRACE AND SUPPORT STRUCTURAL ELEMENTS DURING CUTTING AND

PATCHING. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER

THAT COULD CHANGE THEIR LOAD CARRYING CAPACITY OR LOAD DEFLECTION

RATIO. WHERE CUTTING AND PATCHING INVOLVE ADDING REINFORCEMENT TO

STRUCTURAL ELEMENTS, SUBMIT DETAILS AND ENGINEERING CALCULATIONS

OF A REGISTERED PROFESSIONAL (STRUCTURAL) ENGINEER, CURRENTLY

LICENSED IN NEW WEST VIRGINA, SHOWING INTEGRATION OF REINFORCEMENT

WITH ORIGINAL STRUCTURE.

Q WHERE REMOVAL OF DOORS IS INDICATED, REMOVE HARDWARE, BOX, LABEL,

AND TURN OVER TO THE OWNER UNLESS OTHERWISE INDICATED OR

DIRECTED.

S CONTRACTOR TO COORDINATE WITH THE OWNER PRIOR TO BIDDING ALL THE

ITEMS THAT ARE TO BE DEMOLISHED, OR SALVAGED FOR STORAGE OR RE-USE.

T CONTRACTOR TO COORDINATE CONSTRUCTION HOURS OR TIMES OF HIGH

LEVELS OF NOISE WITH CONTRACTING OFFICER PRIOR TO WORK AS THE

CONSTUCTION SITE IS AN ACTIVE OFFICE AREA.

THE FOLLOWING CODE SUMMARY WAS REFERENCED WITH USE OF THE:

1. 2018 INTERNATIONAL BUILDING CODE

2. 2009 INTERNATIONAL ENERGY CONSERVATION CODE

3.

2015 INTERNATIONAL BUILDING CODE

SECTION 8 INTERIOR FINISHES

801.2 INTERIOR WALL AND CEILING FINISH.

THE PROVISIONS OF SECTION 803 SHALL LIMIT THE ALLOWABLE FIRE PERFORMANCE AND SMOKE

DEVELOPMENT OF INTERIOR WALL AND CEILING FINISH MATERIALS BASED ON OCCUPANCY CLASSIFICATION.

803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS.

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL

723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE

WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

INTERIOR FINISHES SHALL MEET THE CLASS 'C' REQUIREMENTS.

CORRIDOR WIDTH

SECTION 906 PORTABLE FIRE EXTINGUISHERS

FIRE EXTINGUISHER MINIMUM IS 10 LBS. TYPE A LIGHT HAZARD OCCUPANCY.

TABLE 906.3(1) FIRE EXTINGUISHER FOR CLASS A FIRE HAZARDS.

MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER = 75'.

ONE FIRE EXTINGUISHER HAS BEEN ADDED, REFER TO FLOOR PLANS FOR LOCATION. WORST CASE TRAVEL

DISTANCE TO FIRE EXTINGUISHER PROVIDED = 67' (FIRST FLOOR, FROM NEW OFFICE SPACE 104A TO

EXISTING EXTINGUISHER LOCATED OUTSIDE ROOM #120.

CHAPTER 10 MEANS OF EGRESS

NO CHANGE IN OCCUPANCY USE AND/OR OCCUPANT LOAD.

NO CHANGE IN ANY OF THE EXISTING PATHS OF EGRESS, EXITING, OR EXISTING DOOR WIDTHS.

1006.2.1

EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE (2) MEANS OF

EGRESS PROVIDED.

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED.

ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE

PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF

EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE

PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.

ALL THE NEW SPACES CREATED IN THE TENANT IMPROVEMENT ARE NOT REQUIRED TO HAVE A SECOND

EXIT FROM THAT SPECIFIC SPACE.

1009.2 CONTINUITY AND COMPONENTS.

EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL

CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS:

1. ACCESSIBLE ROUTES COMPLYING WITH SECTION 1104.

2 INTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1023.

3. EXIT ACCESS STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1019.3 OR 1019.4.

4. EXTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1027 AND SERVING LEVELS OTHER

THAN THE LEVEL OF EXIT DISCHARGE.

5. ELEVATORS COMPLYING WITH SECTION 1009.4.

6. PLATFORM LIFTS COMPLYING WITH SECTION 1009.5.

7. HORIZONTAL EXITS COMPLYING WITH SECTION 1026.

8. RAMPS COMPLYING WITH SECTION 1012.

9. AREAS OF REFUGE COMPLYING WITH SECTION 1009.6.

10. EXTERIOR AREAS FOR ASSISTED RESCUE COMPLYING WITH SECTION 1009.7 SERVING EXITS AT THE LEVEL

OF EXIT DISCHARGE.

EACH LEVEL HAS AN ACCESSIBLE MEANS OF EGRESS.

SECTION 1010 DOORS, GATES, AND TURNSTILES

1010.1.1 SIZE OF DOORS.

THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD

THEREOF AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES.

SECTION 1017 EXIT ACCESS TRAVEL DISTANCE

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

EXIT ACCESS TRAVEL DISTANCE (B OCCUPANCY WITH SPRINKLERS): 300 FEET MAXIMUM.

WORST CASE IS FROM ROOM 104 AT 125' WHICH IS LESS THAN THE 300' MAXIMUM.

SECTION 1020 CORRIDORS

1020.2 WIDTH AND CAPACITY.

TABLE 1020.2 MINIMUM CORRIDOR WIDTH = 44"

WORST CASE CORRIDOR WIDTH PROVIDED = 57"

1020.4 DEAD ENDS.

WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE

ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH.

EXCEPTIONS:

2. IN OCCUPANCIES IN GROUPS B, WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE LENGTH OF THE DEAD-END

CORRIDORS SHALL NOT EXCEED 50 FEET.

NEW DEAD END CORRIDOR CREATED AT CORRIDOR # 113 AT 28'-6" WHICH IS LESS THAN THE MAXIMUM

LENGTH OF 50'.

CREATIVE RESOURCES - FIRST FLOOR PLAN -

FIRE AND LIFE SAFETY

SCALE: 3/32" = 1'-0"

no. revision description

ALL TRADES

FIRST FLOOR FIRE AND LIFE

SAFETY PLAN - CODE REVIEW

PLAN

NORTH

0' 8' 16'

SCALE : 1/16" = 1'-0"

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. © 2018

32' 48'

G-101 by date

E

ROOM 129

E

Project Number:

Drawn By:

Designed By:

Reviewed By:

SLB/JMB

19131

JRH

JEB

ROOM 130

ROOM 124

PERMIT & BIDDING SET

04.06.2020

WARNING

Any alterations to this document are strictly prohibited.

FEC

(NEW)

EATD : 125'

ROOM 118

ROOM 134

ROOM 138

ROOM 135 ROOM 137

FEC (EX)

FEC (EX)

ROOM 108 ROOM 109

ROOM 110 ROOM 111

ROOM 120

FEC (EX)

ROOM 104

ROOM 104B ROOM 115

A-104

A-105

ROOM 104A ROOM 114

SPRINKLER SYSTEM

COMMENTS:

4'-9" WIDE = WORST

CASE PROVIDED

Y

44" MINIMUM WIDTH REQUIRED (SECTION 1017.2)

PROJECT DOES INCLUDE AN EXISTING FIRE SPRINKLER

SYSTEM

AUBURN

64 South Street

Auburn, NY 13021

315.253.7301

MALONE

320 West Main Street

Malone, NY 12953

518.483.1585

SYRACUSE

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

CONSTRUCTION CLASSIFICATION -

EXISTING (1997)

CONSTRUCTION

CLASSIFICATION - NEW (2019)

VB

VB

C O D E S U M M A R Y - BUILDING NAME/DESCRIPTION

ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

CODE ISSUE:

OCCUPANCY CLASSIFICATION

MAXIMUM BUILDING OCCUPANCY

DESCRIPTION:

B

BUSINESS GROUP

EXISTING OFFICE SPACE TO REMAIN THE SAME, AND

EXISTING LIBRARY STACK AREA (100 GROSS)

CONVERTED TO OFFICE USE (100 GROSS) EQUALS NO

ADDED OCCUPANTS.

NON-COMBUSTIBLE

NON-COMBUSTIBLE

FEC

FIRE EXTINGUISHER CABINET LOCATION

(RECESSED) WITH 2A:10IBC EXTINGUISHER

EATD: 150'

E

1FB

1 HOUR FIRE BARRIER

EXISTING EXIT DISCHARGE

CPET: 150'

DED: 50'

EXIT ACCESS TRAVEL DISTANCE (IN FEET)

COMMON PATH OF EGRESS TRAVEL (IN FEET)

DEAD END DISTANCE (IN FEET)

FIRE AND LIFE SAFETY LEGEND

A-101

EXISTING 1 HR. FIRE BARRIER

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WALL HEIGHT DESIGNATIONS

F FULL HEIGHT MASONRY, STUDS AND GYPSUM WALL BOARD TO DECK

R FULL HEIGHT STUDS. STOP GYPSUM WALL BOARD 6" ABOVE FINISHED CEILING

P PARTIAL HEIGHT WALL. SEE WALL TAG/ELEVATION FOR HEIGHT

B STUD AND GYPSUM WALL BOARD STOP 6" ABOVE FINISHED CEILING. TOP OF WALL IS

DIAGONALLY BRACED AT 48" OC MAX.

C STUDS AND GYPSUM WALL BOARD STOP AT CEILING

GENERAL NOTES

W1 F

SYMBOL AND NOMENCLATURE

WALL TAG AND HEIGHT DESIGNATIONS

WALL TYPE DESIGNATION

WALL CONSTRUCTION DESIGNATIONS

S METAL STUD WALL

M MASONRY WALL

SH SHAFT WALL

X SPECIALTY WALL TYPES

W WOOD STUD WALL

F WALL FURRING

S1

METAL STUDS

GYPSUM WALL BOARD

5/8" 3 5/8" 5/8"

S2

METAL STUDS

GYPSUM WALL BOARD

5/8" 3 5/8" 5/8"

F7

METAL STUDS

GYPSUM WALL BOARD

3/4" 5 1/2" 5/8"

EXISTING CMU WALL

WALL TYPE S1 TO

EXTEND OF UNDERSIDE

OF STRUCTURE ABOVE.

S3

METAL STUDS

METAL STUDS

5/8" 6" 5/8"

SOUND BATT INSULATION.

FRICTION FIT TO CAVITY.

SOUND BATT INSULATION.

FRICTION FIT TO CAVITY.

CORNER REINFORCEMENT

SAFB

PARTITION

TERMINATION

WALL PLAN

SECTIONS

S E

A L A

N T

PERIMETER RELIEF AT

WALL INTERSECTION

METAL TRIM

PARTITION

CORNER

JOINT RELIEF

CORNER RELIEF

METAL STUD

SOUND - ISOLATING

PARTITION INTERSECTION

JOINT RELIEF

METAL STUD

DRYWALL SCREW

WALL/ FLOOR INTERSECTIONS

AT ELECTRICAL BOXES

3" SAFB INSUL

METAL STUD

RUNNER

ACOUSTIC SEALANT

ACOUSTIC SEALANT

* REFER TO PARTITION SCHEDULE FOR

GWB LAYERS AND THICKNESSES.

(3) THREE BEADS

ACOUSTICAL SEALANT @

TRACK

3" SOUND ATTENUATION BATTS.

ACOUSTICAL PUTTY PADS, 3M FIRE

BARRIER PADS, OR EQUAL AT ALL

ELECTRIC OUTLETS IN PARTITIONS:

CLASSROOM/ CLASSROOM;

CLASSROOM/ CORRIDORS;

CLASSROOM/ STAIRWELLS.

M A

X

M

IN

M A

X

M

IN

VERIFY ELECTRICAL OUTLET

TO BE IN RATED WALL

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

/7

/2

:2

:5

P M

C

P ro je ct s\ B

E A

R -A

-1

-V sl b .r v t ARCHITECTURE

U .S

D

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A R

T M

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T O

F I

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IO

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A-001

04.06.2020

WALL SCHEDULE

R E

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IV

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PERMIT & BIDDING SET

SLB

19131

JRH

SLB/JEB

GENERAL PARTITION NOTES

A MASONRY PARTITIONS/ WALLS ARE DIMENSIONED FROM FACE OF MASONRY. METAL STUD/ WOOD PARTITIONS ARE DIMENSIONED TO FACE OF STUD. DIMENSIONS ARE EXCLUSIVE OF FINISHES UNLESS NOTED OTHERWISE.

B ALL PARTITIONS ARE TO EXTEND TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE UNLESS INDICATED OTHERWISE.

PROVIDE DEFLECTION HEAD.

C DIMENSIONS SHOWN FOR EACH PARTITION IN THE WALL AND PARTITION SCHEDULE INDICATE FACE-TO-FACE THICKNESS

OF MATERIALS LISTED FOR THAT PARTITION.

D FOR STUD CONSTRUCTION NOT EXTENDING TO THE STRUCTURE, PROVIDE DIAGONAL BRACING FROM TOP OF WALL TO

STRUCTURE ABOVE. INSTALL AT 48" O.C. MAX SPACING AND AT EACH DOOR JAMB UNO.

E MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN ALL TOILET AND BATHROOMS. SUBSTITUTE CEMENT BACKING BOARD FOR GYPSUM BOARD DIRECTLY BEHIND ALL WALLS/SURFACES TO RECEIVE CERAMIC OR PORCELAIN TILE OR

STONE.

F WHERE A NEW WALL & CEILING GYPSUM CONSTRUCTION ALIGNS WITH EXISTING PAINTER SHALL PAINT ENTIRE NEW AND

EXISTING SURFACE.

SCALE: 1" = 1'-0"1 WALL TYPE LEGEND

WALL AND PARTITION SCHEDULE

MARK THICKNESS DESCRIPTION WALL ACCESSORIES EXECUTION R

A

T

IN

G

M

IN

F

IR

E T

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O

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C

A C

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S O

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S O

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D T

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T

COMMENTS

METAL STUD FRAMING ASSEMBLIES

S1 4 7/8" 3 5/8" METAL STUD FRAMING WITH (1) LAYER

TYPE-X 5/8" GWB EACH SIDE

NONE INSTALL STUD FRAMING AT 16" OC MAX. PARTITION TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL GWB HORIZONTALLY OR VERTICALLY. VERTICAL JOINTS SHALL BE CENTERED OVER STUDS AND STAGGERED ONE STUD

CAVITY ON OPPOSITE SIDES OF STUDS.

S2 4 7/8" 3 5/8" METAL STUD FRAMING WITH (1) LAYER OF 5/8"

TYPE-X GWB EACH SIDE

NONE INSTALL STUD FRAMING AT 16" OC MAX. INSTALL GWB HORIZONTALLY OR VERTICALLY. VERTICAL JOINTS SHALL BE

CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS.

S3 7 1/4" 6" METAL STUD FRAMING WITH (1) LAYER OF 5/8"

TYPE-X GWB EACH SIDE

NONE INSTALL STUD FRAMING AT 24" OC MAX. INSTALL GWB HORIZONTALLY OR VERTICALLY. VERTICAL JOINTS SHALL BE

CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS.

WALL FURRING

F7 6 1/8" 6" METAL STUD FRAMING WITH (1) LAYER OF 5/8"

TYPE-X GWB AT ROOM SIDE.

INSTALL METAL STUDS AT 16" OC (VERTICAL ORIENTATION). INSTALL GWB HORIZONTALLY WITH STAGGERED JOINTS. -- -- --

METAL STUD AND FURRING WALL TYPE NOTES

1 SEE GENERAL PARTITION NOTES FOR ADDITIONAL NOTES.

2 SEE ROOM FINISH SCHEDULES FOR WALL BASE AND FINISHES

3 SEE PLANS AND WALL TYPE SCHEDULE FOR TYPE DESIGNATIONS AND

THICKNESSES

4 WHERE FURRING IS NOT REQUIRED TO BE FULL HEIGHT, EXTEND TOP OF

FURRING/ GWB 6" MIN ABOVE FINISHED CEILING. CONTINUE FURRING/ GWB

TO UNDERSIDE OF FLOOR/ ROOF DECK WHERE NO CEILING OCCURS OR

WHERE FINISHED WALL SURFACE WILL BE VISIBLE.

5 AT ALL OPENINGS, INCLUDING BUT NOT LIMITED TO, DOORS, WINDOWS,

RECESSES, ETC., RETURN GWB ONLY AT JAMBS AND HEAD OF OPENING TO

FACE OF FRAMES. TERMINATE GWB WITH APPROPRIATE TRIM AND CAULK

RESULTING JOINT BETWEEN TRIM AND FACE OF FRAME UNLESS OTHERWISE

NOTED OR INDICATED IN DRAWINGS.

6 AT ALL RECESSES, PROVIDE GWB AT BACK OF RECESS UNLESS OTHERWISE

NOTED OR INDICATED IN DRAWINGS.

SCALE: 3" = 1'-0"2 TYPICAL PARTITION DETAILS

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KEYED NOTES

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

DC.1

DF.1

DF.2

DF.3

DF.4

REMOVE SUSPENDED/APC CEILING, COMPLETE.

REMOVE RESILIENT FLOORING, COMPLETE.

REMOVE CARPET, COMPLETE.

REMOVE FLOOR TRACKS.

CAREFULLY REMOVE EXISTING CARPET FLOORING WHERE NEW WALL WILL BE ANCHORED TO FLOOR. THE REMAINING CARPET IN THE

ROOM SHALL REMAIN.

DM.1 REMOVE CASEWORK, INCLUDING COUNTERTOPS, COMPLETE.

DO.2 REMOVE DOOR, FRAME AND HARDWARE, COMPLETE. SALVAGE DOOR AND HARDWARE TO OWNER.

DW.2 REMOVE WALL CONSTRUCTION AS INDICATED. COORDINATE EXTENT WITH RECONSTRUCTION PLAN

DW.3 CAREFULLY REMOVE EXISTING WOODEN WALL BASE TO BE SALVAGED AND REINSTALLED AFTER NEW FLOOR FINISH IS COMPLETED.

DW.4 REMOVE SLIDING SHELF & HARDWARE. COMPLETE.

DW.5 REMOVE RESILIENT WALL BASE. COMPLETE.

AUBURN MALONE

64 South Street

Auburn, NY 13021

315.253.7301

320 West Main Street

Malone, NY 12953

518.483.1585

SYRACUSE

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

ROOM 133

771 SF

ROOM 136

16 SF

DW.2

ROOM 132

91 SF

DF.2 ROOM 134

102 SF

DW.2

223 SF

G27

DW.5

DC.1

DF.2

DW.5

DC.1

ROOM 135

96 SF

DW.2

DF.2

DW.5

DC.1

DW.2

DF.2

DW.5

DC.1

ROOM 137

94 SF

ROOM 138

97 SF

DW.3

DF.2

WARNING

Any alterations to this document are strictly prohibited.

DW.2

PERMIT & BIDDING SET

04.06.2020

CREATIVE RESOURCES - PARTIAL

GROUND FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

NOTE: THIS DRAWING REFLECTS LOWER LEVEL PLAN ONLY

DF.4

Project Number: 19131

Drawn By:

Designed By:

Reviewed By:

SLB

JRH

SLB/JEB

ROOM 129

204 SF

no. revision description

ARCHITECTURE

FIRST FLOOR PLAN AREA 1

DEMO- CREATIVE RESOURCES

DO.2

PLAN

NORTH

0' 2'4

8'4

SCALE : 1/8" = 1'-0"

16'8' 1224'

CREATIVE RESOURCES - FIRST FLOOR

DEMO PLAN WEST

SCALE: 1/4" = 1'-0"

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. © 2018

A-101 by date

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50'-0 3/4"

KEYED NOTES

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

F.2 PROVIDE CARPET AND ACCESSORIES, SEE FINISH SCHEDULE.

F.5 PROVIDE WALL BASE AS SCHEDULED, SEE FINISH SCHEDULE.

F.6 PATCH, REPAIR, AND PREP FLOOR TO RECEIVE NEW CARPET FLOORING.

W.2 PROVIDE GWB WHERE CASEWORK IS TO BE REMOVED AND PAINT ENTIRE COLUMN TO MATCH EXISTING.

W.3 PATCH & REPAIR 1 HR FIRE RATED WALL AS NEEDED.

W.4 GYPSUM WALL BOARD ON EXISTING FIRE RATED WALL TO REMAIN CONTINUOUS BEHIND NEW WALL INTERSECTION.

W.6 ALIGN FINISH FACE OF NEW PARTITION WITH FINISH FACE OF EXISTING PARTITION.

DUMBWAITER

16 SF

ROOM 136

16 SF

AUBURN

64 South Street

Auburn, NY 13021

315.253.7301

MALONE

320 West Main Street

Malone, NY 12953

518.483.1585

SYRACUSE

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

W.3

NEW WINDOW TO MIRROR

WINDOW IN ADJACENT WALL

PROVIDE FLOOR STOP FOR

EXISTING DOOR TO PREVENT

CONTACT WITH NEW WINDOW

SYSTEM

4'-4"

7 A-401

WD01

W.6

F.2

F.5

223 SF

G27

EQ

ROOM 134

102 SF

10'-9 9/16" VIF

EQ EQ

S1

ROOM 135

96 SF

10'-2 15/16" VIF

EQ EQ

F.2

F.5

S1

W.6

F.2

F.5

ROOM 137

94 SF

9'-10 3/4" VIF

EQ

WARNING

Any alterations to this document are strictly prohibited.

ROOM 130 WD01

132 SF

WD01

CREATIVE RESOURCES -

PARTIAL GROUND FLOOR PLAN

SCALE: 1/4" = 1'-0"

NOTE: THIS DRAWING REFLECTS LOWER LEVEL PLAN ONLY

A-501

A-501

NEW GLASS PARTITION.

A-401

WD01

ROOM 103

WD01

PERMIT & BIDDING SET

04.06.2020

Project Number: 19131

S1

Drawn By:

Designed By:

Reviewed By:

SLB

JRH

SLB/JEB

ROOM 132

91 SF

EQ

ROOM 138

97 SF

EQ

F.2

F.5

no. revision description by date

ROOM 129

204 SF

ARCHITECTURE

FIRST FLOOR PLAN AREA 1 -

CREATIVE RESOURCES

PLAN

NORTH

0' 2' 4'

SCALE : 1/4" = 1'-0"

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. © 2018

8' 12'

1 CREATIVE RESOURCES - FIRST FLOOR PLAN - WEST

SCALE: 1/4" = 1'-0"

A-102

CEILING LEGEND GENERAL CEILING NOTES

TYPE

7 10'-2 3/8"

PT-1

FINISH

B

1.

ACT CEILING - 2X2

2.

GWB CEILING. PAINT TO MATCH EXISTING.

E

SEE M, P AND E DRAWINGS FOR ADDITIONAL SYMBOLS

AND ABBREVIATIONS

F

PROVIDE CONTINUOUS CORNER REINFORCEMENT ON ALL EXPOSED OUTSIDE

CORNERS OF GWB SOFFITS / BULKHEADS.

SEE REFLECTED CEILING PLANS FOR SOFFIT PAINT COLORS. BOTH THE UNDERSIDE

AND FACE(S) OF THE SOFFIT SHALL BE PAINTED.

C

D

PROVIDE DIAGONAL BRACING AS REQUIRED FOR SOFFIT / BULKEAD FRAMING.

DIAGONAL BRACING SHALL NOT EXCEED 48" OC.

SOFFIT FRAMING SHALL BE 16" OC UNLESS OTHERWISE INDICATED.

ALL SOFFITS / BULKHEADS SHALL HAVE 5/8" ABUSE RESISTANT GWB.

C.1 PROVIDE CEILING SYSTEM AS INDICATED ON THE REFLECTED

CEILING PLANS

DC.1 REMOVE SUSPENDED/APC CEILING, COMPLETE.

HEIGHT AFF

A

CEILING TAG

UNLESS OTHERWISE INDICATED, WHERE NEW CEILINGS ARE INDICATED, THE

CONTRACTOR SHALL REMOVE THE EXISTING CEILING COMPLETE. INCLUDING

ELECTRICAL EQUIPMENT AND DEVICES.

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

KEYED NOTES

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

AUBURN MALONE

64 South Street

Auburn, NY 13021

315.253.7301

320 West Main Street

Malone, NY 12953

518.483.1585

SYRACUSE

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

NOTE: REFER TO TRADE DRAWINGS FOR MECHANICAL & FIRE PROTECTION WORK

ROOM 136

2 9'-0"

1 9'-0" 1 9'-0" 1 9'-0"

WARNING

Any alterations to this document are strictly prohibited.

DC.1

C.1

ROOM 134

C.1

ROOM 135

C.1

ROOM 137

ROOM 134 ROOM 135 ROOM 136 ROOM 137

PERMIT & BIDDING SET

04.06.2020

Project Number: 19131

Drawn By:

Designed By:

Reviewed By:

SLB

JRH

SLB/JEB

DC.1 DC.1 DC.1

no. revision description by date

ARCHITECTURE

FIRST FLOOR REFLECTED

CEILING PLAN AREA 1 -

CREATIVE RESOURCES

PLAN

NORTH

0' 2' 4'

SCALE : 1/4" = 1'-0"

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. © 2018

8' 12'

CREATIVE RESOURCES - FIRST FLOOR

REFLECTED CEILING PLAN - WEST

SCALE: 1/8" = 1'-0"

CREATIVE RESOURCES - FIRST FLOOR

REFLECTED CEILING DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

A-103

P

M

F i l e n a m e

C P r o j e c t s B

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R A

V s l b r v t

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PROVIDE TEMPORARY CONSTRUCTION BARRIER

PROVIDE TEMPORARY CONSTRUCTION BARRIER

DM.1DM.1 DM.1

DO.2

DF.1

DF.1

DF.1

DW.6

DF.1

DW.6 DW.6 DW.6

DF.1

DW.5

DF.1

DW.5

DF.2

DW.3

DF.1

DW.5

DW.2

DF.2

DW.3

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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04.06.2020

FIRST FLOOR PLAN AREA 2

DEMO - CREATIVE

RESOURCES

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SLB

19131

JRH

SLB/JEB

SCALE: 1/4" = 1'-0"1 CR - FIRST FLOOR DEMOLITION PLAN - EAST

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

KEYED NOTES

DF.1 REMOVE RESILIENT FLOORING, COMPLETE.

DF.2 REMOVE CARPET, COMPLETE.

DM.1 REMOVE CASEWORK, INCLUDING COUNTERTOPS, COMPLETE.

DO.2 REMOVE DOOR, FRAME AND HARDWARE, COMPLETE. SALVAGE DOOR AND HARDWARE TO OWNER.

DW.2 REMOVE WALL CONSTRUCTION AS INDICATED. COORDINATE EXTENT WITH RECONSTRUCTION PLAN

DW.3 CAREFULLY REMOVE EXISTING WOODEN WALL BASE TO BE SALVAGED AND REINSTALLED AFTER NEW FLOOR FINISH IS COMPLETED.

DW.5 REMOVE RESILIENT WALL BASE. COMPLETE.

DW.6 SELECTIVE WALL DEMOLITION TO FIT NEW DOOR/WINDOW OPENING IN EXISTING WALL. COORDINATE WITH RECONSTRUCTION PLAN.

PLAN

NORTH

0' 4'2' 8' 12'

SCALE : 1/4" = 1'-0"

Q

E Q

S1

126 SF

ROOM 124

122 SF

ROOM 114

140 SF

ROOM 115

162 SF

ROOM 118

272 SF

ROOM 113

157 SF

ROOM 104B

161 SF

ROOM 104A

104B-B

104A

104B-A

S1

S2S2

S2

F.5

W.2 W.2

W.2

F.2

F.5

F.2

F.5

F.2

F.5

F.2

F.5

F.2

F.5

F.2

WD01 WD01 WD01

F.5

F.2

1955 SF

ROOM 104

953 SF

ROOM 103

198 SF

ROOM 108

99 SF

ROOM 109

144 SF

ROOM 110

139 SF

ROOM 111

22 SF

ROOM 105

48 SF

ROOM 106

29 SF

ROOM 119

147 SF

ROOM 120

A-401

A-401

EQ EQ EQ EQ EQ EQ

WALL CONSTRUCTION TO BE

CONFIGURED AROUND EXISTING

MECHANICAL UNIT CABINET.

F.7

F.7

W.5

A-501

INTERIOR "ROOF" HIP ABOVE

/4

"13'-0"

/4

14'-8"

A

A-501

SIM

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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A-105

04.06.2020

FIRST FLOOR PLAN AREA 2 -

CREATIVE RESOURCES

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PERMIT & BIDDING SET

SLB

19131

JRH

SLB/JEB

SCALE: 1/4" = 1'-0"1 CR - FIRST FLOOR PLAN - EAST

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

KEYED NOTES

F.2 PROVIDE CARPET AND ACCESSORIES, SEE FINISH SCHEDULE.

F.5 PROVIDE WALL BASE AS SCHEDULED, SEE FINISH SCHEDULE.

F.7 FLASH PATCH FLOOR AROUND DRAIN WITH SELF LEVELING CONCRETE AS NEEDED.

W.2 PROVIDE GWB WHERE CASEWORK IS TO BE REMOVED AND PAINT ENTIRE COLUMN TO MATCH EXISTING.

W.5 PROVIDE WOOD TRIM AROUND OPENING. MATCH EXISTING SPECIES & FINISH.

PLAN

NORTH

0' 4'2' 8' 12'

SCALE : 1/4" = 1'-0"

GWB CEILING. PAINT TO MATCH EXISTING.

CEILING LEGEND

ACT CEILING - 2X2

CEILING TAG

TYPE HEIGHT AFF

FINISH

10'-2 3/8"7

PT-1

SEE M, P AND E DRAWINGS FOR ADDITIONAL SYMBOLS

AND ABBREVIATIONS

2.

1.

9'-0"1

9'-0"1

C.1

C.1 C.1

C.1

10'-0"1

10'-0"1

10'-0"2

C.3

C.2

ROOM 104A

ROOM 104B

ROOM 118

ROOM 113

DC.1

DC.1

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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A-106

04.06.2020

FIRST FLOOR REFLECTED

CEILING PLAN - CREATIVE

RESOURCES

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PERMIT & BIDDING SET

SLB

19131

JRH

SLB/JEB

GENERAL CEILING NOTES

A UNLESS OTHERWISE INDICATED, WHERE NEW CEILINGS ARE INDICATED, THE

CONTRACTOR SHALL REMOVE THE EXISTING CEILING COMPLETE. INCLUDING

ELECTRICAL EQUIPMENT AND DEVICES.

B ALL SOFFITS / BULKHEADS SHALL HAVE 5/8" ABUSE RESISTANT GWB.

C PROVIDE DIAGONAL BRACING AS REQUIRED FOR SOFFIT / BULKEAD FRAMING.

DIAGONAL BRACING SHALL NOT EXCEED 48" OC.

D SOFFIT FRAMING SHALL BE 16" OC UNLESS OTHERWISE INDICATED.

E PROVIDE CONTINUOUS CORNER REINFORCEMENT ON ALL EXPOSED OUTSIDE

CORNERS OF GWB SOFFITS / BULKHEADS.

F SEE REFLECTED CEILING PLANS FOR SOFFIT PAINT COLORS. BOTH THE UNDERSIDE

AND FACE(S) OF THE SOFFIT SHALL BE PAINTED.

SCALE: 1/8" = 1'-0"2 CR - FIRST FLOOR REFLECTED CEILING PLAN - EAST

SCALE: 1/8" = 1'-0"1

CR - FIRST FLOOR REFLECTED CEILING

DEMOLITION PLAN - EAST

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

KEYED NOTES

C.1 PROVIDE CEILING SYSTEM AS INDICATED ON THE REFLECTED CEILING PLANS

C.2 PATCH, REPAIR, AND TOUCH UP PAINT AS NEEDED AT NEW WALL TO CEILING

CONNECTION.

C.3 EXTEND EXISTING GYPSUM SOFFIT TO NEW WALL. PAINT TO ENTIRE SOFFIT, COLOR

TO MATCH EXISTING.

DC.1 REMOVE SUSPENDED/APC CEILING, COMPLETE.

PLAN

NORTH

0' 8'4' 16' 24'

SCALE : 1/8" = 1'-0"

PROVIDE TEMPORARY BARRIERS

DURING CONSTRUCTION

DF.2

DW.3

DW.1

179 SF

106N

ROOM 105N

2826 SF

102N

105N-B

S1

S1

E Q

E

Q 126 SF

ROOM 105N-B

126 SF

ROOM 105N-A

105N-A

81 SF

ROOM 105N

179 SF

106N

W.6

A-107

W.7

W.7

W.7W.7

W.7

MARBLE THRESHOLD.

MATCH COLOR AND PROFILE

TO ADJACENT DOORS.

BEVEL EDGE OF THRESHOLD

NOT TO EXCEED 1/2" MAX.

7x7x3/8 A36 BENT PLATE.

MINIMUM 4" BEARING

EXTENSIONS EACH SIDE

OF JAMB.

EXISTING MASONRY

SEALANT BOTH SIDES.

EXISTING GWB

F F1

S E

E D

O O

R S

C H

E D

U L E

3'-4"

2" 2"

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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04.06.2020

WEST POND PLANS, DETAILS,

SCHEDULES

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PERMIT & BIDDING SET

SLB

19131

JRH

SLB/JEB

SCALE: 1/4" = 1'-0"1 WEST POND - FIRST FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"2 WEST POND - FIRST FLOOR PLAN

PLAN

NORTH

Dx = DEMOLITION KEYNOTE

C = CEILING

E = EQUIPMENT / FIXTURES

F = FLOORING

M = MILLWORK

O = OPENING

R = ROOFING

S = STAIRS / RAMPS

W = WALL / STRUCTURE

KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.

KEYED NOTES

DF.2 REMOVE CARPET, COMPLETE.

DW.1 SELECTIVE MASONRY DEMOLITION. COORDINATE EXTENT WITH RECONSTRUCTION SCOPE.

DW.3 CAREFULLY REMOVE EXISTING WOODEN WALL BASE TO BE SALVAGED AND REINSTALLED AFTER NEW FLOOR FINISH IS

COMPLETED.

W.6 ALIGN FINISH FACE OF NEW PARTITION WITH FINISH FACE OF EXISTING PARTITION.

W.7 PAINT ENTIRE NEW & EXISTING WALL TO MATCH EXISTING COLOR

WP - DOOR AND FRAME SCHEDULE

Z FROM ROOM TO ROOM

DOOR FRAME

F

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COMMENTS MARKE

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W H M A

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F

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DETAILS

H J S

FIRST FLOOR

105N-A ROOM 105N ROOM 105N-A F 3'-0" 7'-2" RED OAK MATCH EXISTING F1 HM PT - - 4 WEST POND 105N-A

105N-B Room ROOM 105N-B F 3'-0" 7'-2" RED OAK MATCH EXISTING F1 HM PT 3/A107 - - 4 WEST POND 105N-B

SCALE: 3" = 1'-0"3 WP - DOOR HEAD DETAIL

SCALE: 1/4" = 1'-0"

DOOR TYPE ELEVATIONS

SCALE: 1/4" = 1'-0"

FRAME TYPE ELEVATIONS

0' 4'2' 8' 12'

SCALE : 1/4" = 1'-0"

'S' IN HEADING = SUBSTRATE

'F' IN HEADING = FINISH

WEST POND - ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME

FLOOR WALLS

CEILING

COMMENTS / ROOM FINISHED

SCHEDULE KEYED NOTES ROOM NO.SUBSTRATE FINISH

BASE NORTH SOUTH EAST WEST

SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH

FIRST FLOOR

WP-105 ROOM 105N EXIST CPT GWB WHITE OAK,

STAINED

EXIST GWB PNT-1 GWB PNT-1 EXIST GWB PNT-1 GWB PNT-1 PNT-2 WEST POND WP-105

WP-105A ROOM 105N-A EXIST CPT GWB WHITE OAK,

STAINED

GWB PNT-1 EXIST GWB PNT-1 GWB PNT-1 EXIST GWB PNT-1 PNT-2 WEST POND WP-105A

WP-105B ROOM 105N-B EXIST CPT GWB WHITE OAK,

STAINED

EXIST GWB PNT-1 GWB PNT-1 EXIST/GWB PNT-1 EXIST GWB PNT-1 PNT-2 WEST POND WP-105B

REFER TO A601 FOR DOOR HARDWARE GROUPS

HOLLOW METAL FRAME,

PAINTED TO MATCH EXISTING

SOLID CORE WOOD DOOR,

STAIN TO MATCH EXISTING

APC = ACOUSTIC PANEL CEILING

RB = RUBBER BASE

WB = WOOD BASE

PTB = PORCELAIN TILE BASE

CT = CERAMIC TILE

PFT = PORCELAIN FLOOR TILE

RFT = RESILIENT FLOOR TILE

HPL = HIGH PRESSURE LAMINATE

HDPE = HIGH DENSITY POLYETHYLENE

SSM = SOLID SURFACE MATERIAL

PNT = PAINT

VWC = VINYL WALL COVERING

WD = WOOD

CPT = CARPET TILE

TS = TRANSITION STRIP

RSF = RESILIENT SHEET FLOORING

FINISH MATERIAL LEGEND

FINISH PRODUCT

TYPE MARK MANUFACTURER DESCRIPTION / STYLE COLOR SIZE COMMENTS

BASE

BASE WD-1 WOOD BASE WHITE OAK, STAIN

TO MATCH EXISTING.

CARPET

CARPET CPT-1 SHAW CONTRACT, CHOK TILE FROM DESIGN

JOURNEY, NOVICE & MASTER

COLLECTION, 5T100

FINAL COLOR

SELECTION TO BE

THROUGH

SUBMITTAL REVIEW

24" X 24"

CEILING

CEILING APC ARMSTRONG MATCH EXISTING 24" X 24"

CEILING PNT-2 GYPSUM CEILING MATCH EXISTING MATCH EXISTING FINISH

MISC

MISC TH-1 MARBLE THRESHOLD MATCH EXISTING MATCH EXISTING SEE PLAN LOCATION

PAINT

PAINT PNT-1 MATCH EXISTING MATCH EXISTING MATCH EXISTING FINISH

WOOD

WOOD WD-1 WOOD TRIM WHITE OAK, STAIN

TO MATCH EXISTING.

MATCH EXISTING WINDOW & DOOR TRIM. SEE A-401

& A-501

FIRST FLOOR

100'-0"

2'-0" 3'-0"

E Q

E Q

E Q

E Q

FIRST FLOOR

100'-0"

A-501

A-501

T

T

T

T

T

EXISTING SOFFFIT

T

T

T

T

2'-0"8'-11"

EXISTING SOFFIT.

FIRST FLOOR

100'-0"

2'-0"9'-0"2'-0"

WHITE OAK TRIM TO

CONCEAL EDGE OF CEILING.

FIRST FLOOR

100'-0"

FIRST FLOOR

100'-0"

EXISTING DOOR & SIDELIGHT

5'-0" 5'-0" 5'-0" 5'-0"

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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04.06.2020

INTERIOR ELEVATIONS

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PERMIT & BIDDING SET

SLB

19131

JRH

SLB/JEB

SCALE: 1/4" = 1'-0"

ELEVATION AT

ROOM 137

SCALE: 1/4" = 1'-0"3

ELEVATION AT

ROOM 129

SCALE: 1/4" = 1'-0"2 ELEVATION AT ROOM 124

SCALE: 1/4" = 1'-0"1 ELEVATION AT ROOM 104B

SCALE: 1/4" = 1'-0"4 CORRIDOR WINDOW ELEVATION

GENERAL NOTES:

1. ALL INTERIOR WINDOWS TO BE WOOD WINDOWS TO MATCH EXISTING TRIM. STAIN FINISH TO MATCH EXISTING.

ASSUMED RED OAK WITH A CLEAR FINISH, CONTRACTOR TO VERIFY IN FIELD.

2. ALL GLAZING 18" ABOVE FINISH FLOOR SHALL BE TEMPERED.

3. ALL GLAZING 24" FROM DOOR OR DOOR SWING SHALL BE TEMPERED.

4. ALL EXTERIOR WINDOWS TO MATCH EXISTING WINDOW STYLE, COLOR, AND SIZE.

SCALE: NOT TO SCALE6 INTERIOR WINDOW PICTURE

SCALE: NOT TO SCALE7 INTERIOR WINDOW PICTURE

SCALE: 12" = 1'-0" 8 INTERIOR WINDOW PROFILE

WHITE OAK TRIM. SIZE &

PROFILE TO MATCH

EXISTING.

FIRST FLOOR

100'-0"

WHITE OAK TRIM. SIZE &

PROFILE TO MATCH

EXISTING.

(2) 4x4x5/16" ANGLES. MIN

4" BEARING EACH SIDE

CONCEALED ROLLER

SHADE TO MATCH

EXISTING. FIELD VERIFY

EXISTING 12" CMU WALL

NOTE: EXISTING EXTERIOR WALL CONSTRUCTION IS

BASED OFF OF EXISTING DRAWINGS AND FIELD

OBSERVATIONS. VERIFY WALL CONSTRUCTION,

BLOCKING, AND TRIM ACCORDINGLY TO MATCH EXISTING.

EXISTING STEEL BOARD AND

BATTEN SIDING. CAREFULLY

REMOVE AND REPLACE TO

PROVIDE NEW FLASHING AT

WINDOW HEAD. FLASH PER

MANUFACTURER'S

REQUIREMENTS.

EXISTING FURRING AND

GWB

CONT. PT BLOCKING

WINDOW TRIM & SIZE

TO MATCH EXISTING

EXISTING 12"

CMU WALL

NOTE: EXISTING EXTERIOR WALL CONSTRUCTION IS

BASED OFF OF EXISTING DRAWINGS AND FIELD

OBSERVATIONS. VERIFY WALL CONSTRUCTION,

BLOCKING, AND TRIM ACCORDINGLY TO MATCH EXISTING.

EXISTING STEEL BOARD AND

BATTEN SIDING. CAREFULLY

REMOVE AND REPLACE TO

PROVIDE NEW FLASHING AT

WINDOW HEAD. FLASH PER

MANUFACTURER'S

REQUIREMENTS.

EXISTING FURRING

AND GWB

LOEWEN CASEMENT

WINDOW TO MATCH

EXISTING

WINDOW TRIM & SIZE

TO MATCH EXISTING

MATCH EXISTING

TRIM SIZE & PROFILE.

MATCH EXISTING

CONCEALED ROLLER-

SHADE SYSTEM.

FLASH NEW WINDOWS

PER MANUFACTURER'S

REQUIREMENTS.

NEW TRIM TO MATCH

EXISTING.

FIRST FLOOR

100'-0"

BUILT UP WHITE OAK TRIM TO

CONCEAL EDGE OF CEILING.

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering, Landscape Architecture, D.P.C. ©

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SECTION & DETAILS

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PERMIT & BIDDING SET

SLB

19131

JRH

SLB/JEB

SCALE: 3" = 1'-0"5 WINDOW WALL HEAD DETAIL

SCALE: 3" = 1'-0"4 WINDOW WALL SILL DETAIL

SCALE: 3" = 1'-0"2 WINDOW HEAD DETAIL AT EXTERIOR WALL

SCALE: 3" = 1'-0"1 WINDOW HEAD DETAIL AT EXTERIOR WALL

SCALE: 12" = 1'-0"6 INTERIOR OF EXISTING WINDOW

SCALE: 12" = 1'-0"3 EXTERIOR OF EXISTING WINDOW

SCALE: 1/2" = 1'-0"A BUILDING SECTION

F1

3'-4"

2" 2"

/4

6" 6"

F FG FG

H1

FINISH

SOUND ABSORBING BATTS

WHERE REQ'D ON THE

WALL AND PARTITION

SCHEDULE.

5/8" GWB EACH SIDE3 5/8" METAL

STUD FRAMING

FRAME

5 7/8"

WALL

4 7/8"

J1 J2

2"

FINISH

3 5/8" METAL STUD

FRAMING. DOUBLE-UP

STUDS AT JAMB (TYP)

SOUND ABSORBING

BATTS WHERE REQ'D

ON THE WALL AND

PARTITION SCHEDULE

FINISH

6" METAL STUD FRAMING.

DOUBLE-UP STUDS AT

JAMB (TYP)

SOUND ABSORBING

BATTS WHERE REQ'D ON

THE WALL AND

PARTITION SCHEDULE

F R

A M

E

/4

/8

2"

W A

L L

/8

W A

L L

/4

6" WOOD TRIM

WOOD JAMB AND

CASING

WOOD BLOCKING

5/8" GWB

J7

3 5/8" METAL STUD

FRAMING. DOUBLE-

UP STUDS AT JAMB

(TYP)

W A

L L

/8

F ile n a m e

no. revision description by date

Project Number:

Drawn By:

Designed By:

Reviewed By:

WARNING

Any alterations to this document are strictly prohibited.

320 West Main Street

Malone, NY 12953

518.483.1585

5789 Widewaters Pkwy

Dewitt, NY 13214

315.472.6980

64 South Street

Auburn, NY 13021

315.253.7301

AUBURN MALONE SYRACUSE

Beardsley Design Associates Architecture, Engineering,…