Town of Fraser - Historic Church Kitchen Renovation - 100% CD Drawings - 2023-0428.pdf

DRAWING INDEX

DAO No.: 2022-018

OWNER:

TOWN OF FRASER

153 FRASER AVENUE

FRASER, CO 80442

CONTACT: MONICA KOPF/MICHAEL BRACK

PHONE #: 970.531.1943/970.726.5491

ARCHITECT:

DAO ARCHITECTURE

7230 MEADE ST

WESTMINSTER, CO 80030

CONTACT: DAN ORECCHIO

PHONE #: 720.273.0431

STRUCTURAL ENGINEERS:

JVA, INCORPORATED

47 COOPER CREEK WAY, SUITE 328

WINTER PARK, CO 80482

JEFFREY BEAUREGARD

PHONE #: 303.565.4964

MECHANICAL AND PLUMBING ENGINEERS:

DMA ENGINEERING

1211 AVERY ST. SUITE 101

GOLDEN, CO 80403

CONTACT: STEVEN FORRESTER

PHONE #: 303.732.5559 EXT. 1

ELECTRICAL:

KAZIN AND ASSOCITES, INC

9364 TEDDY LANE, SUITE 101

LONE TREE, CO 80124

CONTACT: BRYAN KAZIN

PHONE #: 720.489.1609

GENERAL CONTRACTOR:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

Historic Church Kitchen Renovation

DAO No.:

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Cover

Town of Fraser

107 East Eisenhower Drive, Fraser, CO 80442

April 28, 2023 Construction Documents

Town of Fraser

107 East Eisenhower Drive, Fraser, CO 80442

April 28, 2023

Historic Church Kitchen

Renovation

2022-018

GENERAL

Cover Cover Sheet

G0.0 Standard Symbols, Abbreviations & General Notes

G0.1 Building Code Data

ARCHITECTURE

AD1.0 First Floor Demolition Plan

AD1.1 First Floor Demolition RCP

A1.0 First Floor Plan

A1.1 First Floor RCP

A6.0 Interior Elevations/Casework Sections/Toilet Accessories

A6.1 Typical Details/Door Schedule/Door Frames

A9.0 Finish Plan

STRUCTURAL

S0.0 General Notes

S1.0 Attic Level and Roof Framing Plans & Sections

CONSTRUCTION DOCUMENTS

South Elevation

MECHANICAL

M0.1 Mechanical Cover Sheet

M0.2 Schedules

M0.3 Thermal Zones

M0.4 Air Side Zones

M1.0 Mechanical Plan

M2.0 Equipment Laout Plan

M3.0 Details

PLUMBING

P0.1 Plumbing Cover Sheet

P0.2 Schedules

P1.0 Plumbing-Waste and Vent Plan

P2.0 Details

ELECTRICAL

E0.1 Electrical Specifications & Legend

E0.2 One-Line Diagram & Schedules

E0.3 Comcheck

E1.1 Power Plan and Lighting Plan

GENERAL NOTES

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS

SHOWN ON PLANS PRIOR TO COMMENCEMENT OF THE WORK . IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO COORDINATE INSTALLATION OF NEW WORK WITHIN

THESE EXISTING CONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS

INDICATED SHALL BE COORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFY

PLANS ACCORDINGLY .

ALL DISCIPLINES SHALL BE RESPONSIBLE FOR THEIR SCOPE OF WORK . THIS WORK IS TO BE

SCHEDULED AND COMPLETED WITH THE GENERAL CONTRACTOR'S FULL KNOWLEDGE.

THE PROJECT STAGING AREA / CONSTRUCTION ACTIVITIES SHALL NOT CAUSE THE

OBSTRUCTION OF PATHS OF EGRESS INSIDE THE BUILDING, BLOCK EXIT DISCHARGE FROM

THE BUILDING, OR IMPEDE EMERGENCY VEHICLE ACCESS TO THE BUILDING. CORRIDORS MAY

NOT BE USED AS STAGING AREAS OR AS AREAS FOR DEBRIS COLLECTION.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR REMOVAL OF ANY

HAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED TO, ASBESTOS IN ANY FORM. PARTIES

RESPONSIBLE FOR DEMOLITION SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY

SUSPECTED MATERIALS.

1.

2.

3.

4.

MATERIALS SYMBOLS

EARTH

NON-COMPACTED

EARTH

COMPACT/FILL

GRAVEL/POROUS

FILL

CONCRETE PRECAST CONCRETE SAND/MORTAR/PLASTER

ALUMINUM BRASS/BRONZE STEEL

CONCRETE

BLOCK

COMMON/FACE

BLOCK

FIRE BRICK

BLUESTONE/SLATE/

SOAPSTONE/FLAGGING

LIMESTONE RUBBLE

FINISH ROUGH SHIM

GLASS STRUCTURAL GLASS BLOCK

BATT/LOOSE FILL RIGID SPRAY/FOAM

ACOUSTICAL TILE CARPET AND PAD CERAMIC TILE

TECTUM

CAST-IN-PLACE

CONCRETE

CONCRETE

MASONRY

METAL STUD

ELEVATION INDICATIONS

BRICK CERAMIC/

PORCELAIN TILE

CONCRETE/

PLASTER/GPDW

SHEET METAL SHINGLES/SIDING

PARTITION INDICATIONS

FINISHES

INSULATION

GLASS

WOOD

STONE

MASONRY

METAL

CONCRETE

EARTHWORKS

STRUCTURAL

FACING TILE

PLYWOOD

GYPSUM

WALLBOARD

WOOD STUD

CONCRETE MASONRY UNIT

REFERENCE SYMBOLS

No.

Sht.

DETAIL OR SECTION NUMBER

SHEET ON WHICH IT IS FOUND

SECTION REFERENCE

DETAIL REFERENCE

WALL SECTION REFERENCE

BUILDING SECTION REFERENCE

ROOM

NAME

101101

1t

1i

Level 100'-0"

1A101

No.

ELEVATION REFERENCE

ROOM IDENTIFIER

WINDOW/OPENING IDENTIFIER

DOOR/OPENING IDENTIFIER

EXISTING GRID LINE

ELEVATION REFERENCE

WALL TYPE REFERENCE

MATCH LINE

DEMOLITION INDICATOR

REVISION INDICATOR

A1.0

SIM

No.

Sht.

No.

Sht.

No.

Sht.

No.

Sht.

Sht.

STANDARD ABBREVIATIONS

A/E

AB

ABBR

ABV

AC

ACID RES

ACOUS

ACOUS INSUL

ACOUS PNL

ACOUS PLAS

ACOUS TILE

ACT

AD

ADC

ADDL

ADDM

ADJ

ADJC

AF

AFF

AFG

AFS

AGGR

AHR

AHU

ALD

ALM

ALT

ALUM

AMB

AMPL

AMT

ANN

ANOD

ANT

AP

APPX

ARCH

ASB

ASC

ASPH

ASYM

AV

AVE

AWC

AWP

B&B

BAF

BAL

BB

BC

BD

BEV

BF

BFF

BFP

BITUM

BJT

BL

BLDG

BLK

BLKG

BLKHD

BLST

BM

BO

BOC

BOW

BP

BRCG

BRDG JST

BRG

BRG PL

BRK

BRKT

BRS

BRZ

BS

BSMT

BTM

BUR

BW

BOW

C/C C&G

CAB

CARP

CAV

CB

CCTV

CEM

CEM PLAS

CER

CER TILE

C FLG

CH BD

CG

CHAN

CHFR

CHK

CI

CIP

CIR

CJ

CL

CLG

CLG DIFF

CLG HT

CLL

CLOS

CLR

CLSR

CMPST

CMU

CNR

CNTR

CO

COL

COMM

COMPL

CONC

CONC FL

CONF

ARCHITECT/ENGINEER

ANCHOR BOLT

ABBREVIATE

ABOVE

AIR CONDITIONING

ACID RESISTANT

ACOUSTICAL

ACOUSTICAL INSULATION

ACOUSTICAL PANEL

ACOUSTICAL PLASTER

ACOUSTICAL TILE

ACTUAL

AREA DRAIN

AUTOMATIC DOOR CLOSER

ADDITIONAL

ADDENDUM

ADJUSTABLE

ADJACENT

ACCESS FLOOR

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

AGGREGATE

ANCHOR

AIR HANDLING UNIT

ALUMINUM DOOR

ALARM

ALTERNATE

ALUMINUM

AMBIENT

AMPLIFIER

AMOUNT

ANNUNCIATOR

ANODIZED

ANTENNA

ACCESS PANEL

APPENDIX

ARCHITECT(URAL)

ASBESTOS

ABOVE SUSPENDED CEILING

ASPHALT

ASYMMETRICAL

AUDIO VISUAL

AVENUE

ACOUSTICAL WALL COVERING

ACOUSTICAL WALL PANEL

BALLED AND BURLAPPED

BAFFLE

BALANCE

BULLETIN BOARD

BOTTOM OF CURB

BOARD

BEVEL

BOTH FACES

BELOW FINISH FLOOR

BACKFLOW PREVENTER

BITUMINOUS

BED JOINT

BASE LINE

BUILDING

BLOCK

BLOCKING

BULKHEAD

BALLAST

BEAM

BOTTOM OF

BACK OF CURB

BOTTOM OF WALL

BASE PLATE

BRACING

BRIDGING JOIST

BEARING

BEARING PLATE

BRICK

BRACKET

BRASS

BRONZE

BOTH SIDES

BASEMENT

BOTTOM

BUILT-UP ROOF

BOTH WAYS

BOTTOM OF WALL

CENTER TO CENTER

CURB AND GUTTER

CABINET

CARPET

CAVITY

CATCH BASIN

CLOSED CIRCUIT TELEVISION

CEMENT

CEMENT PLASTER

CERAMIC

CERAMIC TILE

COUNTER FLASHING

CHALKBOARD

CORNER GUARD

CHANNEL

CHAMFER

CHECK

CAST IRON

CAST IN PLACE

CIRCLE

CONTROL JOINT

CENTER LINE

CEILING

CEILING DIFFUSER

CEILING HEIGHT

CONTRACT LIMIT LINE

CLOSET

CLEAR

CLOSURE

COMPOSITE

CONCRETE MASONRY UNIT

CORNER

COUNTER

CLEANOUT

COLUMN

COMMERCIAL

COMPLETE

CONCRETE

CONCRETE FLOOR

CONFERENCE

CONN

CONSTR

CONT

CONTR

COORD

CORR

COV PL

CPRS

CPT

CRCMF

CRS

CSG

CSK

CSMT

CSWK

CT

C TV

CUB

CUR

CW

DBL GLZ

DEPT

DET

DF

DF

DFR

DH

DIA

DIM

DIST

DIV

DIW

DJ

DL

DMPF

DN

DO

DR

DR CLSR

DS

DST

DT

DUPL

DVTL

DW

DWG

DWL

DWR

DWTR

E

EA

EF

EJ

EL

ELEC

ELEV

EMER

EMER SHR

ENAM

ENCL

ENGR

ENTR

EO

EP

EPS

EPX

EQL SP

EQ

EQUIP

EQUIV

ERECT

ESCAL

ESMT

EST

EW

EXC

EXG

EXH HD

EXH FN

EXP

EXSP

EXST

EXST GR

EXT

EXTN

EIFS

F BRK

F/F

FBD

FC

FD

FDN

FEC

FF

FFE

FGL

FIN GR

FIN FL

FIN

FL

FLDG

FLG

FLR

FLR SK

FLR PL

FLR FIN

FLT GL

FLOUR

FOC

FOM

FOS

FPL

FPRF

FRM

FRNT

FS

FSP

FSTNR

FTG

FURR

FUT

FXTR

GA

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CORRIDOR

COVER PLATE

COMPRESSIBLE

CARPET

CIRCUMFERENCE

COLD ROLLED STEEL

CASING

COUNTERSUNK

CASEMENT

CASEWORK

CERAMIC TILE

CABLE TELEVISION

CUBICLE

CURRENT

COLD WATER

DOUBLE GLAZING

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DRAPERY FABRIC

DOOR FRAME

DOUBLE HUNG

DIAMETER

DIMENSION

DISTANCE

DIVIDER

DEIONIZED WATER

DOUBLE JOIST

DRAPERY LINER

DAMPPROOFING

DOWN

DITTO

DOOR

DOOR CLOSURE

DOWNSPOUT

DOOR STOP

DRAIN TILE

DUPLICATE

DOVETAIL

DISHWASHER

DRAWING

DOWEL

DRAWER

DUMBWAITER

EAST

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

EMERGENCY

EMERGENCY SHOWER

ENAMEL

ENCLOSURE

ENGINEER

ENTRANCE

ELECTRICAL OUTLET

ELECTRICAL PANEL

EXPANDED POLYSTYRENE

EPOXY FLOOR

EQUALLY SPACED

EQUAL

EQUIPMENT

EQUIVALENT

ERECTION

ESCALATOR

EASEMENT

ESTIMATE

EACH WAY

EXCAVATE

EXISTING

EXHAUST HOOD

EXHAUST FAN

EXPANSION

EXPOSED

EXISTING

EXISTING GRADE

EXTERIOR

EXTENSION

EXTERIOR INSULATION & FINISH SYSTEM

FIRE BRICK

FACE TO FACE

FIBERBOARD

FIRE COATED

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FACTORY FINISH

FINISH FLOOR ELEVATION

FIBERGLASS

FINISH GRADE

FINISH FLOOR

FINISH

FLOWLINE

FOLDING

FLANGE

FLOOR

FLOOR SINK

FLOOR PLATE

FLOOR FINISH

FLOAT GLASS

FLUORESCENT

FACE OF CONCRETE

FACE OF MASONRY

FACE OF STUD

FIREPLACE

FIREPROOFING

FRAME

FRONT

FULL SIZE

FIRE STANDPIPE

FASTENER

FOOTING

FURRING

FUTURE

FIXTURE

GYPSUM ASSOCIATION

GALV

GB

GDRL

GENL

GENL CONTR

GFI

GL

GL BLK

GLU LAM

GLZ

GLZ CMU

GND

GPDW

GR BM

GR

GRTG

GUT

GYP

GYP PLAS

H

H&CW

HB

HC

HC

HCMU

HD

HDJT

HDBD

HDR

HDWD

HGT

HLB

HM

HMD

HMF

HNDRL

HO

HORIZ

HR

HS

HSB

HTG

HVAC

HW

HYD

ID

IF

INCAND

INL

INSTL

INSUL

INTR

INV

INV EL

JAN

JC

JST

JT

KB

KO

KOP

KPL

KWY

L

LAB

LAT

LAV

LB

LBR

LCMU

LD BRG

LDG

LF

LG

LH

LHR

LIN

LIQ

LKR

LKR RM

LL

LNTL

LOC

LONG

LRG

LS

LT

LT WT

LTG

LVL

LVR

LW PLAS

LWC

M

MAINT

MARB

MAS

MATL

MAX

MB

MBR

MC

MDF

MDO

ME

ME

MECH

MED

MEMB

MEZZ

MFG

MFR

MH

MIL

MIN

MIR

MISC

MK

MKRBD

ML

MLC

MLDG

MLWK

GALVANIZED

GRAB BAR

GUARD RAIL

GENERAL

GENERAL CONTRACTOR

GROUND FAULT INTERRUPTER

GLASS

GLASS BLOCK

GLUE LAMINATED

GLAZING

GLAZED CONCRETE MASONRY UNIT

GROUND

GYPSUM DRY WALL

GRADE BEAM

GRADE

GRATING

GUTTER

GYPSUM

GYPSUM PLASTER

HIGH

HOT & COLD WATER

HOSE BIBB

HOLLOW CORE

HANDICAP

HOLLOW CONCRETE MASONRY UNIT

HEAVY DUTY

HEAD JOINT

HARDBOARD

HEADER

HARDWOOD

HEIGHT

HORIZONTAL LOUVER BLINDS

HOLLOW METAL

HOLLOW METAL DOOR

HOLLOW METAL FRAME

HAND RAIL

HOLD-OPEN

HORIZONTAL

HOUR

HIGH STRENGTH

HIGH STRENGTH BOLT

HEATING

HEATING, VENTILATION, AIR CONDITIONING

HOT WATER

HYDRANT

INSIDE DIAMETER

INSIDE FACE

INCANDESCENT

INLET

INSTALLATION

INSULATION

INTERIOR

INVERT

INVERT ELEVATION

JANITOR

JANITOR'S CLOSET

JOIST

JOINT

KNEE BRACE

KNOCKOUT

KNOCKOUT PANEL

KICK PLATE

KEYWAY

LEFT

LABORATORY

LAY-IN ACOUSTICAL TILE

LAVATORY

POUND

LUMBER

LIGHTWEIGHT CONCRETE MASONRY UNIT

LOAD BEARING

LANDING

LINEAR FOOT

LENGTH

LEFT HAND

LEFT HAND REVERSE

LINOLEUM

LIQUID

LOCKER

LOCKER ROOM

LIVE LOAD

LINTEL

LOCATION

LONGITUDINAL

LARGE

LUMP SUM

LIGHT

LIGHTWEIGHT

LIGHTING

LEVEL

LOUVER

LIGHTWEIGHT PLASTER

LIGHTWEIGHT CONCRETE

METER

MAINTENANCE

MARBLE

MASONRY

MATERIAL

MAXIMUM

MARKERBOARD

MEMBER

METAL CLAD

MEDIUM DENSITY FIBERBOARD

MEDIUM DENSITY OVERLOAD

MATCH EXISTING

MISCELLANEOUS EQUIPMENT

MECHANICAL

MEDIUM

MEMBRANE

MEZZANINE

MANUFACTURING

MANUFACTURER

MANHOLE

MILLIMETER

MINIMUM

MIRROR

MISCELLANEOUS

MARK

MARKERBOARD

MATCH LINE

METAL LABORATORY CASEWORK

MOLDING

MILLWORK

MO

MOD

MTD

MTG

MTL

MTR

MULL

MULT

MVBL

N N/A

NEG

NF

NIC

NO

NOM

NS

NTS

O/O

OA

OC

OD

OD

OF

OFCI

OFF

OFOI

OH

OHD

OPER

OPNG

OPP

OPT

ORIG

OVHD

OXY

OZ

P/C

PAR

PARG

PB

PBD

PC

PCPLAS

PED

PERF

PERIM

PERM

PERP

PF

PFP

PGBD

PH

PL

PLAM

PLAS

PLAT

PLBG

PLYWD

POL

POLY

POLYISO

POS

PR

PREFAB

PRELIM

PRKG

PROJ

PS

PT

PT

PTN

PVC

PVG

PVMT

PWR

QT

QTY

QUAL

R

RAD

RB

RBR

RC

RCP

RD

REC

RECD

RECPT

RECT

REF

REINF

REM

REQD

RESIL

RFM

RFG

RH

RHR

RND

RO

RST

RT

RV

RVS

S S

SALV

SB

SC

SCH

SCMU

SCRN

SD

SECT

SF

SGL

SHR

SHTHG

SHVL

SIM

SJ

SK

MASONRY OPENING

MODULE

MOUNTED

MEETING

METAL

MORTAR

MULLION

MULTIPLE

MOVABLE

NORTH

NOT APPLICABLE

NEGATIVE

NEAR FACE

NOT IN CONTRACT

NUMBER

NOMINAL

NEAR SIDE

NOT TO SCALE

OUT TO OUT

OVERALL

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OUTSIDE FACE

OWNER FURNISHED CONTRACTOR INSTALL

OFFICE

OWNER FURNISHED OWNER INSTALLED

OVERHEAD

OVERHEAD DOOR

OPERABLE

OPENING

OPPOSITE

OPTIONAL

ORIGINAL

OVERHEAD

OXYGEN

OUNCE

PRECAST

PARALLEL

PARGING

PANIC BAR

PARTICLE BOARD

PORTLAND CEMENT

PORTLAND CEMENT PLASTER

PEDESTAL

PERFORATED

PERIMETER

PERMANENT

PERPENDICULAR

PANEL FABRIC

PRE-FINISHED PANELS

PEGBOARD

PHASE

PLASTIC LAMINATE

PLASTIC LAMINATE

PLASTER

PLATFORM

PLUMBING

PLYWOOD

POLISHED

POLYSTYRENE

POLYISOCYANURATE

POSITIVE

PAIR

PREFABRICATED

PRELIMINARY

PARKING

PROJECT

PROJECTION SCREEN

PAINT

PORCELAIN TILE

PARTITION

POLYVINYL CHLORIDE

PAVING

PAVEMENT

POWER

QUARRY TILE

QUANTITY

QUALITY

RISER

RADIUS

RUBBER BASE

RUBBER

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

ROOF DRAIN

RECESSED

RECEIVED

RECEPTACLE

RECTANGULAR

REFERENCE

REINFORCEMENT

REMOVABLE

REQUIRED

RESILIENT

RECESSED FLOOR MAT

ROOFING

RIGHT HAND

RIGHT HAND REVERSE

ROUND

ROUGH OPENING

RUBBER STAIR TREAD

RUBBER TILE

ROOF VENT

REVERSE

SOUTH

SEATING

SALVAGE

SPLASH BLOCK

SOLID CORE

SCHEDULE

SOLID CONCRETE MASONRY UNIT

SCREEN

STORM DRAIN

SECTION

SYSTEMS FURNITURE

SINGLE

SHOWER

SHEATHING

SHELVES

SIMILAR

SLIP JOINT

SINK

SLA

SLP

SLS

SLV

SM

SMLS

SP

SPCL

SPEC

SPKLR

SPKR

SPRT

SQFT

SQ

SQIN

SQYD

SSK

SS

SSM

ST

ST

STAG

STC

STD

STIR

STL JST

STL PL

STL

STN

STOR

STRUCT

STRUCT STL

SUPPL

SURF

SUSP

SUSP CLG

SVB

SVF

SYM

SYMM

SYST

T&B T&G T

TB

TB-xx

TC

TD

TE

TECH

TEMP

TER

THK

THRES

THRU

TKBD

TLT

TMPD

TMPD GL

TNL

TO

TOF

TOFF

TOJ

TOL

TOS

TOT

TOW

TRNBKL

TS

TV

TYP

UF

UFD

UG

UL

ULT

UNEX

UNFIN

UNO

UPS

UR

UTIL

V

VAC

VAV

VB

VB

VCT

VDB

VERT

VEST

VIB

VNR

VOL

VR

VT

VWC

W/ W/W W/O W

WC

WC

WCPT

WD

WDD

WDW

WF

WF

WGL

WH

WHSE

WL

WLD

WR

WS

WSCT

WT

WTR

WTRPRF

WWM

X SECT

SLATE

SLOPE

SUB-FLOOR LEVELING SYSTEM

SLEEVE

SHEET METAL

SEAMLESS

SPACING

SPECIAL

SPECIFICATION

SPRINKLER

SPEAKER

SUPPORT

SQUARE FOOT

SQUARE

SQUARE INCH

SQUARE YARD

SERVICE SINK

STAINLESS STEEL

SOLID SURFACING MATERIAL

STAIN

STREET

STAGGERED

SOUND TRANSMISSION CLASS

STANDARD

STIRRUP

STEEL JOIST

STEEL PLATE

STEEL

STONE

STORAGE

STRUCTURAL

STRUCTURAL STEEL

SUPPLEMENT

SURFACE

SUSPENDED

SUSPENDED CEILING

SHEET VINYL BASE

SHEET VINYL FLOOR

SYMBOL

SYMMETRICAL

SYSTEM

TOP & BOTTOM

TONGUE & GROOVE

TABLE

TACKBOARD

TEST BORING-xx (E.G. TB-1)

TOP OF CURB

TRENCH DRAIN

TRANSITION EDGE

TECHNICAL

TEMPORARY

TERRAZZO

THICK

THRESHOLD

THROUGH

TACKBOARD

TOILET

TEMPERED

TEMPERED GLASS

TUNNEL

TOP OF

TOP OF FLANGE

TOP OF FINISH FLOOR

TOP OF JOIST

TOLERANCE

TOP OF STEEL

TOTAL

TOP OF WALL

TURNBUCKLE

TUBE STEEL

TELEVISION

TYPICAL

UPHOLSTERY FABRIC

UNDER FLOOR DUCT

UNDERGROUND

UNDERWRITERS LABORATORY

ULTIMATE

UNEXCAVATED

UNFINISHED

UNLESS NOTED OTHERWISE

UNITERRUPTIBLE POWER SUPPLY

URINAL

UTILITY

VOLT

VACUUM

VARIABLE AIR VOLUME

VAPOR BARRIER

VINYL BASE

VINYL COMPOSITION TILE

VISUAL DISPLAY BOARD

VERTICAL

VESTIBULE

VIBRATION

VENEER

VOLUME

VAPOR RETARDER

VINYL TILE

VINYL WALL COVERING

WITH

WALL TO WALL

WITHOUT

WEST

WATER CLOSET

WALL COVERING

WALL CARPET

WOOD

WOOD DOOR

WINDOW

WOOD FLOORING

WIDE FLANGE

WIRE GLASS

WALL HUNG

WAREHOUSE

WIND LOAD

WELDED

WATER RESISTANT

WEATHERSTRIPPING

WAINSCOT

WEIGHT

WATER

WATERPROOFING

WELDED WIRE MESH

CROSS SECTION

PROJECT DESCRIPTION

THIS PROJECT ENTAILS THE RENOVATION OF A KITCHEN AND RESTROOM AREA WITHIN A FORMER

CHURCH AND COMMUNITY CENTER IN THE TOWN OF FRASER. THE BUILDING WILL CONTINUE TO

SUPPORT THE ACTIVITIES OF THE COMMUNITY AND PROVIDE SPACE FOR VARIOUS LOCAL

GROUPS.

THE SCOPE OF WORK WILL ENTAIL THE PARTIAL DEMOLITION OF INTERIOR WALLS AND FIXTURES.

NEW WALLS WILL BE INSTALLED TO ALLOW FOR THE ACCOMMODATION OF NEW RESTROOM AND

KITCHEN SPACE. RESTROOMS LOCATED IN SEPARATE PARTS OF THE BUILDING WILL RECEIVE

NEW FINISHES. MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS WITHIN THE AREA OF WORK

WILL BE ADJUSTED ACCORDINGLY.

DESCRIBING ALL OF THE ARCHITECTURAL DESIGN CONCEPT IS THE GOAL OF THESE DOCUMENTS

VICINITY MAP

PROJECT LOCATION

U S

(Z

E R

E X

S T

EISENHOWER DR

DAO No.:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

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Standard Symbols, Abbreviations & General

Notes

Town of Fraser

Historic Church Kitchen

Renovation

107 East Eisenhower Drive, Fraser, CO 80442

2022-018

April 28, 2023

DW

LIFE SAFETY SYMBOLS

PROJECT BOUNDARY

XXX FIRE EXTINGUISHER FE

XX PATH OF TRAVEL

(FOR CUMULATIVE DISTANCES REFER TO SCHEDULE)

EXIT DISCHARGE

WIDTH PROVIDED

P: XX"

R: XX" WIDTH REQUIRED

PORTION OF EXISTING BUILDING NOT

INCLUDED WITH THIS PROJECT

APPLICABLE BUILDING CODES

All new work shall comply with the requirements of the codes and standards adopted by the Town of Fraser.

The primary Applicable Codes and Standards are:

The 2021 International Code Series:

The 2021 International Existing Building Code (IEBC) The 2021 International Building Code (IBC) The 2021 International Fire Code (IFC) The 2021 International Mechanical Code (IMC) The 2021 International Energy Conservation Code (IECC) The 2021 International Plumbing Code (IPC)

The 2017 National Electrical Code

Local Amendments as promulgated and adopted by Winter Park, Fraser and Granby

CODE REVIEW

2021 IBC

Chapter 3 - Use and Occupancy Classification 303 - Assembly Group A

303.4 Assembly Group A-3 - Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Community Halls.

304 - Business Group B

304.1 Business Group B - Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Business occupancies shall include, but not be limited to, the following: Training and skill development not in a school or academic program

Chapter 4 - Special Detailed Requirements Based on Occupancy and Use 410 - Stages, Platforms, and Technical Construction Areas

410.2.1 Sage Construction - Stages shall be constructed of materials as required for floors for the type of construction of the building in which such stages are located.

410.2.1.1. Stage Height and Area - Stage areas shall be measured to include the entire performance area and adjacent backstage and support areas not separated from the performance area by fire-resistance-rated construction. Stage height shall be measured from the lowest point on the stage floor to the highest point of the roof or floor deck above the stage.

Chapter 5 - General Building Heights and Areas 504 - Building Height and Number of Stories

504.3and 4 - Allowable building height (A,B Occupancy, Non-sprinklered) - 40' - 1 story.

Building height is existing and will not be altered by this scope of work.

506 - Building Area

506.2.2 - Mixed-occupancy, one-story buildings - The allowable area of a mixed-occupancy building with no more than one story above grade plane shall be determined in accordance with the applicable provisions of Section 508.1 based on equation 5-1 for each applicable occupancy.

A-3 Occupancy is the most restrictive.

Allowable Tabular Area = 6,000 SF, Existing Building Area to Remain = 4,741 SF

Building area is existing and will not be altered by this project.

508 - Mixed Use and Occupancy

508.3 Nonseparated Occupancies - Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies.

508.3.1 Occupancy Classification - Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area.

508.3.2 Allowable Building Area and Height - The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1.

508.3.3 Separation - No separation is required between nonseparated occupancies.

Chapter 6 - Types of Construction 602 - Construction Classification

Fire-Resistance Rating Requirements - Per Table 601 Type VB - Primary Structural Frame - 0 hours

Bearing walls exterior and interior - 0 hours Nonbearing walls and partitions - Interior - 0 hours Floor construction and secondary members - 0 hours Roof construction and associated secondary members - 0 hours

Chapter 7 - Fire and Smoke Protection Features 705 - Exterior Walls - Exterior Walls will not be affected by the scope of this project

Chapter 8 - Interior Finishes 803 - Wall and Ceiling Finishes

803.1 - Interior wall and ceiling finish materials shall be classified for fire performance and smoke development in accordance with Section 803.1.1 or 803.1.2, except as shown in Sections 803.1.3 through 803.15. Materials tested in accordance with Section 803.1.1 shall notbe required to be tested in accordance with Section 803.1.2.

803.13 - Interior finish requirements based on Occupancy. - Per Table 803.13 A-3 - Exit enclosures and exit passageways - Class A; Corridors - Class A; Rooms and Enclosed Spaces - Class C B - Exit enclosures and exit passageways - Class A; Corridors - Class B; Rooms and Enclosed Spaces - Class C

Chapter 9 - Fire Protection Systems 901 - General

901.2 - Fire Protection Systems - Fire protection systems shall installed, repaired, operated and maintained in accordance with this code and the International Fire Code.

Fire alarm and detection systems 906 - Portable Fire Extinguishers

906.1 - Portable fire extinguishers shall be installed in the following locations:

1. In group A, and B occupancies.

906.3 - Size and Distribution Low Hazard Occupancy - Minimum 2-A Rating, Max 3,000 Square feet per unit A, 11,250 square feet max., 75 feet max. travel distance.

Chapter 10 - Means of Egress

1003.2 - Ceiling Height - The means of egress shall have a ceiling height of not less than 7'-6".

1004.1 - Design occupant load - See Occupant Load Table.

1005.1 - Minimum required egress width - See Occupant Load Table.

1007 - Exit and Exit Access Doorway Configuration

1007.1.1 - 2 exits are required as the occupant load exceeds 49 per table 1006.3.2(2) -Maximum common path of travel is 75'

1009 - Accessible Means of Egress shall be required. 2 accessible means of egress are required , 2 have been provided in all areas.

1010 - Doors, Gates and Turnstiles

1010.1 - General. Means of egress doors shall meet the requirements of this section.

1010.1.1 - Size of Doors - Doors shall have a minimum clear opening width of 32".

1010.1.2.1 - Door Swing - Doors shall swing in the direction of egress where serving an occupant load of 50 or more, or in an H Occupancy.

1008.1.10 - Panic and Fire Exit Hardware - Doors serving a group A occupancy with an occupant load of 50 or more, shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware.

1013.1 - Exit Signs - Where Required - Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel.

1016 - Exit Access

1016.2 - Egress through intervening spaces.

1016.2.2 - Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas and the area served are accessory to one or the other, are not a Group H occupancy and provide a discernible path of egress travel to an exit.

1017 - Exit Access Travel Distance

1017.2 - Limitations A, B (Unsprinklered) Occupancy - 200'

Chapter 11 - Accessibility 1104 - Accessible Route

1104.1 - Site Arrival Points. Accessible routes within the site shall be provided from public transportation stops; accessible parking; accessible passenger loading zones; and public streets or sidewalks to the accessible building entrance served.

1105 - Accessible Entrances

1105.1 - Public Entrances. In addition to accessible entrances required by sections 1105.1.1 through 1105.1.6, at least 60 percent of all public entrances shall be accessible.

1106 - Parking and Passenger Loading Facilities

1106.1 - Required per table 1106.1 - 1-25 spaces require a minimum of 1 accessible spaces - 1 accessible spaces have been provided.

Chapter 29 - Plumbing Systems Section 2902 - Minimum Plumbing Facilities

Classification Occupancy Description

Water Closets Lavatories Drinking Fountains OtherFemale

Bathtubs/ Showers

Total Required

Total Provided

Table 2902.1

3 12

3 13

N/A

N/A

Male

This project entails the renovation of the kitchen and existing restrooms, and the replacement with two existing restrooms with one new accessible restroom, in the Fraser Historic Church. "Historic" is a moniker for the building and not an official designation.

This project consists of A-3 and B occupancies. Total allowable building area is calculated based off this occupancy.

2021 IEBC

Chapter 3 - Provisions for All Compliance Methods 301 - Administration

301.3.2 Work area compliance method - Repairs, alterations, additions, changes in occupancy and relocated buildings complying with the applicable requirements of Chapters 6 through 12 of this code shall be considered in compliance with the provisions of this code.

302 - General Provisions

302.2 Additional Codes - Alterations, repairs, additions and changes of occupancy to, or relocation of, existing buildings and structures shall comply with the provisions for alterations, repairs, additions and changes of occupancy or relocation, respectively, in this code and the International Energy Conservation Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, International Plumbing Code, International Property Maintenance Code, International Private Sewage Disposal Code, International Residential Code and NFPA 70. Where provisions of the other codes conflict with provisions of this code, the provisions of this code shall take precedence.

302.3 Existing Materials - Materials already in use in a building in compliance with requirements or approvals in effect at the time of their erection or installation shall be permitted to remain in use unless determined by the building official to be unsafe.

302.4 New and Replacement Materials - Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for repairs and alterations, provided no unsafe condition is created. Hazardous materials shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location.

302.5 Occupancy and Use - Occupancy and use shall be determined in accordance with Chapter 3 of the International Building Code.

Chapter 6 - Classification of Work 601 - General

601.2 Work Area - The work area shall be identified on the construction documents.

603 - Alteration -- Level 2

603.1 Scope - Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipmentand shall apply where the work area is equal to or less than 50 percent of the building area.

603.2 Application - Level 2 alterations shall comply with the provisions of Chapter 7 for Level 1 alterations as well as the provisions of Chapter 8.

Chapter 7 - Alterations -- Level 1 701 - General

701.2 Conformance - An existing building or portion thereof shall not be altered such that the building becomes less safe than its existing condition.

702 - Building Elements and Materials

702.1 Interior Finishes - All newly installed interior wall and ceiling finishes shall comply with Chapter 8 of the International Building Code.

702.2 Interior Floor Finish - New interior floor finish, including new carpeting used as an interior floor finish material, shall comply with Section 804 of the International Building Code.

702.3 Interior Trim - All newly installed interior trim materials shall comply with Section 806 of the International Building Code.

702.7 Materials and Methods - All new work shall comply with the materials and methods requirements in the International Building Code, International Energy Conservation Code, International Mechanical Code, and International Plumbing Code, as applicable, that specify material standards, detail of installation and connection, joints, penetrations, and continuity of any element, component, or system in the building.

[FG] 702.6.1 International Fuel Gas Code - The following sections of the International Fuel Gas Code shall constitute the fuel gas materials and methods requirements for Level 1 alterations.

1. All of Chapter 3, entitled “General Regulations,” except Sections 303.7 and 306.

2. All of Chapter 4, entitled “Gas Piping Installations,” except Sections 401.8 and 402.3.

2.1. Sections 401.8 and 402.3 shall apply when the work being performed increases the load on the system such that the existing pipe does not meet the size required by code.

Existing systems that are modified shall not require resizing as long as the load on the system is not increased and the system length is not increased even if the altered system does not meet code minimums.

3. All of Chapter 5, entitled "Chimneys and Vents"

4. All of Chapter 6, entitled " Specific Appliances"

703 - Fire Protection

703.1 General - Alterations shall be done in a manner that maintains the level of fire protection provided.

704 - Means of Egress

704.1 General - Alterations shall be done in a manner that maintains the level of protection provided for the means of egress.

708 - Energy Conservation

708.1 Minimum Requirements - Level 1 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the

International Energy Conservation Code or International Residential Code. The alterations shall conform to the energy requirements of the International Energy Conservation Code or International Residential Code as they relate to new construction only.

Chapter 8 - Alterations -- Level 2 801 - General

801.2 Alteration Level 1 Compliance - In addition to the requirements of this chapter, all work shall comply with the requirements of Chapter 7.

801.4 Compliance - All new construction elements, components, systems, and spaces shall comply with the requirements of the International Building Code.

Exception 2 - Newly installed electrical equipment shall comply with the requirements of Section 808.

Exception 4 - The minimum ceiling height of the newly created habitable and occupiable spaces and corridors shall be 7 feet.

802 - Building Elements and Materials

802.4 Interior Finish - The interior finish of walls and ceilings in exits and corridors in any work area shall comply with the requirements of the International Building Code.

803 - Fire Protection

803.1 Scope - The requirements of this section shall be limited to work areas in which Level 2 alterations are being performed, and where specified they shall apply throughout the floor on which the work areas are located or otherwise beyond the work area.

805 - Structural

[BS] 805.2 Existing Structural Elements Carrying Gravity Loads - Any existing gravity load-carrying structural element for which an alteration causes an increase in design dead, live or snow load, including snow drift effects, of more than 5 percent shall be replaced or altered as needed to carry the gravity loads required by the International Building Code for new structures. Any existing gravity load-carrying structural element whose gravity load-carrying capacity is decreased as part of the alteration shall be shown to have the capacity to resist the applicable design dead, live and snow loads, including snow drift effects, required by the International Building Code for new structures.

806 - Electrical

806.1 New Installations - All newly installed electrical equipment and wiring relating to work done in any work area shall comply with all applicable requirements of NFPA 70 except as provided for in Section 808.3.

806.2 Existing Installations - Existing Wiring in all work areas in Group A-1, A-2, A-5 H and I occupancies shall be upgraded to meet the materials and methods requirements of chapter 7.

807 - Mechanical

807.1 Reconfigured or Converted Spaces - All reconfigured spaces intended for occupancy and all spaces converted to habitable or occupiable space in any work area shall be provided with natural or mechanical ventilation in accordance with the International Mechanical Code.

807.3 Local Exhaust - All newly introduced devices, equipment, or operations that produce airborne particulate matter, odors, fumes, vapor, combustion products, gaseous contaminants, pathogenic and allergenic organisms, and microbial contaminants in such quantities as to affect adversely or impair health or cause discomfort to occupants shall be provided with local exhaust.

809 - Energy Conservation

809.1 Minimum Requirements - Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code or International Residential Code. The alterations shall conform to the energy requirements of the International Energy Conservation Code or International Residential Code as they relate to new construction only.

ASSEMBLY A-3 Auditoriums without permanent seating, art galleries, exhibition halls, museums, lecture halls, libraries, arcades and gymnasiums

N/A 1 per 500

151.25/500 =.303

BUSINESS B Buildings for the transaction of business, professional services, other services involving merchandise, office buildings, banks, light industrial and similar uses

N/A 1 Service Sink

1 Service Sink

.919 1.478 .574 .574 .46

1 per 125

75.625/125 =.605

Occupant load:

151.25 (151.25/2=75.625)

Occupant load:

15.67 (15.67/2=7.835)

1 per 65

75.625/65 =1.164

1 per 25

7.835/25= .314

1 per 25

7.835/25= .314

FemaleMale

1 per 40 for the first 80 and 1 per 80 for remainder

7.835/40 =.196

7.835/40 =.196

1 per 200

75.625/200 =.378

1 per 200

75.625/200 =.378

1 per 100

15.67/100 =.157

A-3

691 SF

A-3

1045 SF

B

651 SF

B

652 SF

A-3

279 SF

B

61 SFB

203 SF

1A 1B

P: 36 R: 4.16

P: 72 R: 4.16

P: 36 R: 4.16

P: 36 R: 4.16

P: 36 R: 4.16

FE

DAO No.:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

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Building Code Data

Town of Fraser

Historic Church Kitchen

Renovation

107 East Eisenhower Drive, Fraser, CO 80442

2022-018

April 28, 2023

EGRESS TRAVEL DISTANCES

PATH NAME DISTANCE

1A 44' - 10"

1B 76' - 2 11/32"

Occupant Load Table

Number Name Occupancy

Classification Area Area Function SF Per

Occupant Occupant

Load Required

Exiting Width

101 Office (IBC) B 61 SF IBC_Business areas 100 SF 0.61 0.1

102 Performance Room (IBC) A-3 691 SF IBC_Assembly: with fixed seats 0.00 0

102a Platform (IBC) A-3 279 SF IBC_Stages and Platforms 15 SF 18.61 3.7

103 Multi-Purpose Room (IBC) A-3 1045 SF IBC_Assembly: without fixed seats - Unconcentrated (tables and chairs) 15 SF 69.64 13.9

104 Kitchen (IBC) B 203 SF IBC_Business areas 100 SF 2.03 0.4

110 Pottery Studio (IBC) B 652 SF IBC_Business areas 100 SF 6.52 1.3

113 Classroom (IBC) B 651 SF IBC_Business areas 100 SF 6.51 1.3

Grand total: 7 3582 SF 103.92 20.8

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

LIFE SAFETY PLAN

166.92

DW

R e fr ig e ra to r

DN THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THE WORK.

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE

INSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS. ANY

DEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE

COORDINATED WITH THE ARCHITECT/ENGINEER AND OWNER IN ORDER TO

MODIFY THE PLANS ACCORDINGLY.

THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALL TIMES.

OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITH DURABLE,

INSULATED TEMPORARY CONSTRUCTION. COORDINATE SECURITY

REQUIREMENTS WITH THE OWNER.

ALL WORK IS TO BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE THE

IMPACT ON AREAS ADJACENT TO THE AREAS OF CONSTRUCTION.

REMOVE EXISTING FLOORS, WALLS AND CEILINGS AS REQUIRED FOR NEW

CONSTRUCTION. PATCH, REPAIR AND PREPARE ADJACENT SURFACES AS

REQUIRED FOR NEW CONSTRUCTION AND FINISHES.

REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION PERTAINING TO DEMOLITION.

REMOVE EXISTING FURNITURE, FIXTURES AND EQUIPMENT (INCLUDING

ARTWORK AND MARKER/TACK BOARDS AS REQUIRED FOR NEW CONSTRUCTION.

COORDINATE SALVAGE AND STORAGE OF EQUIPMENT WITH OWNER AS

REQUIRED. PROTECT AND STORE ALL ITEMS DESIGNATED TO BE SALVAGED

FOR REINSTALLATION.

ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION,

EQUIPMENT, PIPING, DUCTS, ETC. SHALL BE PROPERLY PATCHED AND CLOSED

OFF TO MAINTAIN PROPER FIRE RATING IN WALLS, IF APPLICABLE. PATCH AND

PREPARE ANY AREAS TO RECEIVE NEW FINISHES AS REQUIRED.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR

REMOVAL OF ANY HAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED TO,

ASBESTOS IN ANY FORM. PARTIES RESPONSIBLE FOR DEMOLITION SHALL

NOTIFY THE OWNER IMMEDIATELY OF ANY SUSPECTED MATERIALS.

OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS

SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.

ALL EXISTING BUILDING ELEMENTS TO REMAIN SHALL BE PROTECTED DURING

CONSTRUCTION.

REMOVE EXISTING FLOOR FINISHES WHERE INDICATED. DEMOLITION INCLUDES

REMOVAL OF EXISTING ADHESIVES, GROUTING BED, ETC. PATCH AND PREPARE

FLOOR AND WALL SURFACES AS REQUIRED FOR NEW CONSTRUCTION AND

FINISHES. WHERE FLOOR FINISH IS REMOVED, BASE WILL BE REMOVED. SEE

FINISH PLAN FOR ADDITIONAL INFORMATION.

PREPARE EXISTING SUBSTRATES TO REMAIN AS REQUIRED TO RECEIVE NEW

FINISHES.

GENERAL DEMOLITION NOTES

1.

2.

5.

6.

7.

8.

10.

11.

12.

3.

4.

9.

REMOVE EXISTING WALL ASSEMBLY IN ITS ENTIRETY OR AS REQUIRED FOR

NEW CONSTRUCTION. PATCH AND PREPARE ADJACENT SURFACES AS

REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING DOOR AND FRAME ASSEMBLY IN ITS ENTIRETY. PATCH AND

PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING CASEWORK AND ASSOCIATED COUNTERTOP IN ITS

ENTIRETY. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR

NEW CONSTRUCTION.

REMOVE EXISTING FLOOR FINISH MATERIAL IN ITS ENTIRETY. PATCH AND

PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING APPLIANCES AND EQUIPMENT AS REQUIRED FOR NEW

CONSTRUCTION. COORDINATE SALVAGE AND STORAGE OF EQUIPMENT WITH

OWNER.

REMOVE EXISTING SINK IN ITS ENTIRETY. PATCH AND PREPARE ADJACENT

SURFACES AS REQUIRED FOR NEW CONSTRUCTION. SEE PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

REMOVE EXISTING TOILET FIXTURE IN ITS ENTIRETY. PATCH AND PREPARE

ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING GAS FIRED WATER HEATER IN ITS ENTIRETY. PATCH AND

PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION. SEE

MECHANICAL FOR ADDITIONAL INFORMATION

REMOVE EXISTING GAS FIRED HEATER IN ITS ENTIRETY AND CAP GAS LINE.

PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW

CONSTRUCTION. SEE MECHANICAL FOR ADDITIONAL INFORMATION.

REMOVE PORTION OF EXISTING WALL ASSEMBLY AS REQUIRED FOR

INSTALLATION OF NEW DOOR. PATCH AND PREPARE SURFACES AS REQUIRED

FOR NEW CONSTRUCTION.

REMOVE PORTION OF EXISTING WALL ASSEMBLY AS REQUIRED FOR

INSTALLATION OF A NEW CASED OPENING. PATCH AND PREPARE ADJACENT

SURFACES AS REQUIRED FOR NEW CONSTRUCTION

REMOVE EXISTING FRAMED OPENING IN ITS ENTIRETY. PARCH AND PREPARE

ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING STAIR ASSEMBLY IN ITS ENTIRETY. PATCH AND PREPARE

ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

DEMOLITION KEY NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

9.10.

11.

12.

13.

AREA OF WORK

3 3

3 3

6 6

AREA OF WORK. PROVIDE

ALTERNATE PRICING IN THIS AREA

AD1.0 2

7 7

HATCHED AREA NOT IN SCOPE

HATCHED AREA NOT IN SCOPE

HATCHED AREA NOT IN SCOPE

4' -0

/4

3'

-1

1' -8

/4

UP

107'-6 1/2"

(E) CEILING

(E) FIN. FLOOR

100'-0"

6' -8

1'-8 3/4"

DAO No.:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

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AD1.0

First Floor Demolition Plan

Town of Fraser

Historic Church Kitchen

Renovation

107 East Eisenhower Drive, Fraser, CO 80442

2022-018

April 28, 2023

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

Demolition Plan1

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

AD1.01

Community Room Demo. Elevation2

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THE WORK. IT

SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE INSTALLATION OF

NEW WORK WITHIN THESE EXISTING CONDITIONS. ANY DEVIATIONS IN EXISTING

CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE

ARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THE PLANS

ACCORDINGLY.

ALL WORK IS TO BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE THE IMPACT

ON AREAS ABOVE, BELOW AND ADJACENT TO THE AREAS OF CONSTRUCTION.

REMOVE EXISTING FLOORS, WALLS AND CEILINGS AS REQUIRED FOR NEW

CONSTRUCTION. PATCH, REPAIR AND PREPARE ADJACENT SURFACES AS

REQUIRED FOR NEW CONSTRUCTION AND FINISHES.

REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION PERTAINING TO DEMOLITION.

ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION,

EQUIPMENT, PIPING, DUCTS, ETC. SHALL BE PROPERLY PATCHED AND CLOSED OFF

TO MAINTAIN PROPER FIRE RATING IN WALLS. PATCH AND PREPARE ANY AREAS TO

RECEIVE NEW FINISHES AS REQUIRED.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR REMOVAL

OF ANY HAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED TO, ASBESTOS IN

ANY FORM. PARTIES RESPONSIBLE FOR DEMOLITION SHALL NOTIFY THE OWNER

IMMEDIATELY OF ANY SUSPECTED MATERIALS.

THE OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS

SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.

ALL EXISTING BUILDING ELEMENTS TO REMAIN SHALL BE PROTECTED DURING

CONSTRUCTION.

PREPARE EXISTING SUBSTRATES TO REMAIN AS REQUIRED TO RECEIVE NEW

FINISHES.

GENERAL DEMOLITION RCP NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

REMOVE EXISTING LIGHT FIXTURE IN ITS ENTIRETY. PATCH AND PREPARE ADJACENT

SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

DEMOLITION RCP KEY NOTES

1.

2.

3.

4.

REMOVE MECHANICAL FLUE IN ITS ENTIRETY. PATCH AND PREPARE ADJACENT

SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING PLYWOOD CEILING FINISH IN ITS ENTIRETY. PATCH AND PREPARE

ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING GPDW CEILING AS REQUIRED FOR NEW CONSTRUCTION. PATCH

AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

5.

REMOVE EXISTING VENT LOUVERS IN THEIR ENTIRETY. COORDINATE WITH

MECHANICAL. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW

CONSTRUCTION.

REMOVE EXISTING SOFFIT IN ITS ENTIRETY. PATCH AND PREPARE ADJACENT

SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

6.

TOWER ACCESS HATCH

(E) CEILING FAN, TYP

/2

/2

12" / 12" 12" / 12"

14'-2 1/2"

10'-5"

10'-6 1/2"

8'-2" 8'-6"

8'-4 1/4"

8'-5"

/2

(E) PENDANT LIGHT, TYP

(E) TROFFER LIGHT, TYP

(E) EXIT SIGNAGE, TYP

(E) SKYLIGHT

AREA OF WORK

1 1

3 3

HATCHED AREA NOT IN SCOPE

HATCHED AREA NOT IN SCOPE

DEMOLITION LEGEND

EXTENTS OF DEMOLITION AREA

DAO No.:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

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AD1.1

First Floor Demolition RCP

Town of Fraser

Historic Church Kitchen

Renovation

107 East Eisenhower Drive, Fraser, CO 80442

2022-018

April 28, 2023

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

Demolition Reflected Ceiling Plan1

DN

E

F

DW

15'-8 1/2"

15'-0 1/2"

10'-7"

4'-8"33'-9"

9' -1

1/

2"

1 1/2"3'-3"

4' -2

Sanctuary (E) 102102

Community Room (E)

103103

Vestibule (E)

103A103A

Link (E) 108108

Hallway (E) 109109

Pottery Studio (E)

110110

Mech (E) 110A110A

Stor. (E) 110B110B

Women's Restroom

(E) 111111

Men's Restroom

(E) 112112

Stor. (E) 113B113B

Mech (E) 113A113A

Classroom (E) 113113

Vestibule (E)

102A102A

WH

KILN

KILN

(E) ELECTRICAL PANELS

0'-8"

0'-0"

0'-8"

0'-1 3/4"

0'-8"

(E) WASH BASIN

(E) FIREPLACE WITH GAS INSET

AREA OF WORK

A3.0

A3.0

13'-2 1/4"

6 3/4"

AREA OF WORK. PROVIDE

ALTERNATE PRICING IN THIS AREA

A3 A6

A

A3

A3

A

A6.0 1

A6.02 A6.0 11

A6.0 14

A6.06 A6.015

Entry (E) 100100

Storage/Office 101101

Kitchen 104104

Stor.

100A100A

Restroom 105105

12 13

A6.0

A6.0

17 20

A3.0

A3.0

4'-3 3/8" 3'-0" 6" 4 7/8" 6 1/2" 6'-0" 6 1/4"

8' -8

/2

6" 3'

-0

1' -0

3/

4"

1' -0

/8

3'

-0

4'-8"

1 7

104a

104b

5a

1a

100aa

1'-6"

3' -0

5'

-8

HATCHED AREA NOT IN SCOPE

HATCHED AREA NOT IN SCOPE

HATCHED AREA NOT IN SCOPE

Sanctuary Platform

(E) 102a102a

DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE

CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR

THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE

DISCOVERED.

DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED &

NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION.

ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR FACE OF FINISHED

WALLS OR SURFACES UNLESS NOTED OTHERWISE.

REFER TO DEMOLITION DRAWINGS FOR WORK REQUIRED IN ADVANCE OF

CONSTRUCTION AND COORDINATE ACCORDINGLY.

ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY OF ADJACENT

PERPENDICULAR WALLS UNLESS NOTED OTHERWISE.

REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, DRAWINGS FOR

ADDITIONAL INFORMATION.

CODE REQUIRED SIGNAGE TO BE PROVIDED BY THE CONTRACTOR, OTHER

INTERIOR SIGNAGE TO BE PROVIDED BY OWNER.

FURNITURE AND EQUIPMENT PROVIDED BY OWNER.

GENERAL PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

NEW CASEWORK. SEE INTERIOR ELEVATIONS FOR EXTENTS

NEW SELF-RIMMING SINGLE BASIN SINK, STAINLESS STEEL. PROVIDE

GARBAGE DISPOSAL.

NEW DISHWASHER, FINGER PRINT RESISTANT STAINLESS STEEL. OFOI

NEW ELECTRIC RANGE, FINGER PRINT RESISTANT STAINLESS STEEL. OFOI

NEW REFRIGERATOR, FINGER PRINT RESISTANT STAINLESS STEEL. OFOI

NEW RANGE HOOD OFOI/OFCI

NEW MOP BASIN CFCI. BASIS OF DESIGN ACORN TRH-242410

NEW SELF-RIMMING LAVATORY SINK

NEW WALL FLOOR MOUNTED WATER CLOSET

NEW HAND DRIER. SEE INTERIOR ELEVATIONS

NEW GRAB BAR. SEE INTERIOR ELEVATIONS

NEW CHANGING STATION. SEE INTERIOR ELEVATIONS

KEY NOTES

WALL PARTITION TYPES

5/8" TYPE 'X' GPDW, 2x6 STUDS AT 16" O.C., 5/8" TYPE 'X' GPDW. FROM

FINISHED FLOOR TO 6" ABOVE FINISHED CEILING. BRACE AS REQUIRED.

A6

5/8" TYPE 'X' GPDW, 2x4 STUDS AT 16" O.C., 5/8" TYPE 'X' GPDW. FROM FINISHED

FLOOR TO FINISHED CEILING.

A3

DAO No.:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

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A1.0

First Floor Plan

Town of Fraser

Historic Church Kitchen

Renovation

107 East Eisenhower Drive, Fraser, CO 80442

2022-018

April 28, 2023

First Floor Plan1

RCP GENERAL NOTES:

DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF

THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES,

CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.

DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION.

ALL DIMENSIONS ARE TO COLUMN CENTERLINES, CENTER OF

SUSPENDED CEILING GRIDS OR FACE OF FINISHED WALLS/SOFFITS

UNLESS NOTED OTHERWISE.

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHT FIXTURE

SPECIFIC INFORMATION.

ABOVE CASEWORK SOFFITS ARE 1" DEEPER AND 1" LONGER THAN THE

CASEWORK BELOW.

1.

2.

3.

4.

5.

ATTIC ACCESS LADDER. BASIS OF DESIGN WERNER AH2210.

COORDINATE LOCATION WITH JOISTS. RE: STRUCTURAL

RCP KEY NOTES

1.

GPDW SOFFIT ABOVE CASEWORK2.

RCP SYMBOL LEGEND

EXISTING GPDW CEILING

NEW GPDW CEILING

NEW HVAC SUPPLY DIFFUSER

NEW HVAC RETURN DIFFUSER

NEW RECESSED CAN DOWNLIGHT

NEW SURFACE LIGHT FIXTURE

NEW CEILING MOUNTED OCCUPANCY

SENSOR

NEW STRIP SURFACE LIGHT FIXTURE

NEW WALL MOUNTED OCCUPANCY

SENSOR

1" / 12"

(E) EXIT SIGNAGE, TYP

AREA OF WORK

Kitchen 104104

Restroom 105105

Storage/Office 101101

Entry (E) 100100

Stor.

100A100A

8'-3"

8'-3"

8'-3"

8'-3"

8'-3"

GPDW

GPDW

GPDW

GPDW

GPDW

F.V.

2'-3 1/2"F.V.

3'-11"

3' -0

4'

-6

DAO No.:

7230 Meade St.

Westminster, CO 80030

Phone: 720.273.0431

Email: dan@daoarch.com

Web: www.daoarch.com

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A1.1

First Floor RCP

Town of Fraser

Historic Church Kitchen

Renovation

107 East Eisenhower Drive, Fraser, CO 80442

2022-018

April 28, 2023

Partial First Floor RCP1

107'-7"

100'-0"

CEILING

(E) FIN. FLOOR

NEW TACK BOARD

(E) BASE

(E) TRIM

NEW 4" TRIM. PT TO MATCH EXISTING

NEW 4" TRIM. PT TO MATCH EXISTING

OPEN TO

BEYOND

F.V.

1'-4 3/4"

A6.1

A6.1

A6.1

A6.1 (E) WINDOW

107'-7"

100'-0"

FIN. FLOOR

FIN CEILING

NEW 4" TRIM, TYP. PT

NEW 4" BASE

4"

1/ 2"

2' -1

1/

2"

3'-0" 3'-0"

106'-8"

T.O. OPENING

NEW COUNTER WITH BACKSPLASH

NEW WOOD CABINETS

OPEN TO

BEYOND GPDW, PAINT23

A6.0

(E) WINDOW

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

RANGE HOOD OFCI

NEW COUNTER WITH BACKSPLASH

NEW WOOD CABINETS

DISHWASHER OFOI

NEW WOOD CABINETS

4" TRIM, PT

GPDW, PAINT

2'-0"1'-11 3/4"2'-9"2'-3"

4"

1/ 2"

2' -7

1/ 2"

2' -6

1'

-6

A6.0

A6.0

GPDW SOFFIT, PAINT

1'-1 1/2"

2'-0"2'-0"

ACCESSIBLE SINK SHROUD

A6.0

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

RANGE HOOD OFOINEW COUNTER WITH

BACKSPLASH

NEW WOOD CABINETS

NEW WOOD CABINETS

4" TRIM, PT

GPDW, PAINT

ELECTRIC RANGE OFOI

REFRIGERATOR OFOI

(E) BOXOUT

4" BASE

2'-9" 2'-6"

1'-9" 2'-6"

1' -6

2'

-6 " 1'

-6

A6.0

GPDW SOFFIT, PAINT

107'-7"

100'-0"

FIN. FLOOR

FIN. FLOOR

NEW WOOD CABINETS

GPDW, PAINT

(E) BOXOUT, PAINT

4" BASE

2' -1

1/

2" F

V

1/

2" 2'

-6

1' -6

NEW COUNTER

3'-0" 2'-0" 3'-0"

A6.0

GPDW SOFFIT, PAINT

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

GPDW, PAINT

4" TRIM, PT

4" BASE

(E) GPDW, PAINT

(E) TRIM, PAINT

107'-7"

100'-0"

GPDW, PAINT

4" TRIM, PT

4" BASE

107'-7"

100'-0"

FIN. FLOOR

FIN. FLOOR

(E) GPDW, PAINT

(E) TRIM, PT

4" BASE

(E) SIGN

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

3'-0" 6" MAX

3' -4

B

O M

IR

R

O R

GPDW, PAINT

4" BASE

MIRROR OFOI

LAVATORY

HAND DRIER CFCI

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

3'-6"

MAX

1'-0"

3'-4"

1'

M

IN

5"

2' -1

0"

GPDW, PAINT

4" BASE

WATER CLOSET

SANITARY NAPKIN DISPOSAL CFCI

TOILET PAPER DISPENSER CFCI

CHANGING STATION KB310 CFCI

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

GPDW, PAINT

4" BASE

CHANGING STATION KB310 CFCI

T O

S U

R F

A C

E 2'

-6

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

GPDW, PAINT

4" BASE

LAVATORY

4" TRIM, PT

WOOD VANITY CABINET

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

GPDW, PAINT

4" BASE

4" TRIM, PT

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

(E) GPDW, PAINT

(E) TRIM, PT

4" BASE

107'-7"

100'-0"

FIN. FLOOR

FIN. CEILING

ACCROVIN FRP

WASH BASIN ACORN TRH-242410

4" BASE

107'-5 1/4"

99'-5 3/4"

(E) FLOOR

(E) CEILING

(E) PANEL, PAINT

(E) FIXTURES

4" BASE

(E) TRIM, PAINT

107'-5 1/4"

99'-5 3/4"

(E) FLOOR

(E) CEILING

(E) FIXTURES

4" BASE

(E) PANEL, PAINT

NEW WATER CLOSET

107'-5 1/4"

99'-5 3/4"

(E) CEILING

(E) FLOOR

(E) PANEL, PAINT

(E) FIXTURES

4" BASE

NEW WATER CLOSET

107'-5 1/4"

99'-5 3/4"

(E) FLOOR

(E) CEILING

(E) PANEL, PAINT

(E) FIXTURES

4" BASE

107'-5 1/4"

99'-5 3/4"

(E) FLOOR

(E) CEILING

(E) PANEL, PAINT

(E) FIXTURES

4" BASE

(E) TRIM, PAINT

107'-5 1/4"

99'-5 3/4"

(E) FLOOR

(E) CEILING

FRP OVER (E) PANEL

(E) FIXTURES

4" BASE

NEW WATER CLOSET

RECESSED KV STANDARDS W/

ADJUSTABLE METAL SHELF

CLIPS

3/4" WOOD VENEERED

PLYWOOD ADJUSTABLE SHELF

3/4" WOOD VENEERED PLYWOOD

UPPER CABINET AND DOOR

2' -6

1'

-6

1/

2"

1/ 2"

1' -1

1" 4"

SOLID SURFACE COUNTER

TOP W/ 4" BACKSPLASH

3/4" WOOD VENEERED PLYWOOD

BASE CABINET AND DOOR

BASE, RE: ROOM FINISH

SCHEDULE

RECESSED KV

STANDARDS

3/4" MAPLE VENEERED

PLYWOOD SHELF

2'-0"

GPDW CEILING

5/8" TYPE 'X' GPDW, PAINT

BRACE TO WALL AT 48" O.C.

2X4 WOOD SOFFIT

FRAMING AT 16" O.C.

1'-0"

1"

2' -1

0"

2' -6

4"

1/

2"

1/

2" 1'

-1 1"

2'-1 1/2"

1 1/2"

SOLID SURFACE

COUNTERTOP AND 4"

BACKSPLASH

3/4" FLUSH OVERLAY WOOD

VENEERED PLYWOOD BASE

CABINET AND DOOR

4" RUBBER BASE

2' -1

0" 3/4" WOOD VENEER PLYWOOD

ADJUSTABLE SHELF

3"

2' -6

4"

1/

2"

1/

2" 1'

-1 1"

2'-1 1/2" 1'-6"

1 1/2"

SOLID SURFACE

COUNTERTOP

3/4" FLUSH OVERLAY WOOD

VENEERED PLYWOOD BASE

CABINET AND DOOR

4" RUBBER BASE

2' -1

0" 3/4" WOOD VENEER PLYWOOD

ADJUSTABLE SHELF

3"

3'-7 1/2"

EXISTING WALL

1' -3

5'

-7

UNDERMOUNT RANGE HOOD

ELECTRIC RANGE OFOI

GPDW CEILING

5/8" TYPE 'X' GPDW, PAINT

BRACE TO WALL AT 48" O.C.

2X4 SOFFIT FRAMING

AT16" O.C.

1"

3/4" WOOD VENEERED

PLYWOOD UPPER CABINET

AND DOOR

1'-0"

RECESSED KV STANDARDS W/

ADJUSTABLE METAL SHELF

CLIPS

3/4" WOOD VENEERED

PLYWOOD ADJUSTABLE SHELF

3/4" WOOD VENEERED

PLYWOOD CABINET AND DOOR

BASE, RE: ROOM FINISH

SCHEDULE

GPDW CEILING

5/8" TYPE 'X' GPDW, PAINT

BRACE TO WALL AT 48" O.C.

2X4 SOFFIT FRAMING AT

16" O.C.

3/4" WOOD VENEERED

PLYWOOD CABINET AND DOOR

EXISTING BOX-OUT

SOLID SURFACE COUNTER

1'-2 1/2"

2' -1

1/

2"

1/ 2"

2' -6

1'

-3

2X…