Drawings.pdf

PDF 11 MB Posted Sep 6, 2024

Attached to: JBLM-Lewis, WA - Convert Wahlburger to Panera Bread
Solicitation number: GNFR-FC-LMC-24-22158
Issued by: Department of Defense

About this file

Written by GovTribe AI · Sep 6, 2024

The document appears to be a solicitation for the conversion of 2,110 SF of interior space in the existing Shopping Center (Bldg 5280) at JBLM-Lewis, WA from a Wahlburger food concept into a Panera Bread. The project includes all interior modifications, finishes, and required equipment to meet current marketing standards. The solicitation number is GNFR-FC-LMC-24-22158, and it is being issued by the Department of Defense. Interested parties must refer to the link provided to participate in the solicitation, and all amendments will be posted on the website. The summary does not include legal language, contract clauses, FAR references, or other non-essential information.

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Proposal Package.pdf	PDF	Sep 6, 2024
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Specifications - Part 1.pdf	PDF	Sep 6, 2024
Agreement.pdf	PDF	Sep 6, 2024
Specifications - Part 3.pdf	PDF	Sep 6, 2024
Specifications - Part 2.pdf	PDF	Sep 6, 2024

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OWNER - ARMY AND AIR FORCE EXCHANGE SERVICE (AAFES)

CONTACT - BRENT DELATTE - delatteb@aafes.com -214-312-2023

- CECELIA ESPINOZA - espinozace@aafes.com -214-312-2389

3911 S. WALTON WALKER BLVD.

DALLAS TX, 75236-1598

www.aafes.com

ALSC ARCHITECTS, P.S.

CONTACT - KEN MURPHY / JEFF LANE

203 N. WASHINGTON, SUITE 400

SPOKANE, WA 99201

509-838-8568 kmurphy@alscarchitects.com jlane@alscarchitects.com www.alscarchitects.com

STRUCTURAL - COFFMAN ENGINEERS

CONTACT - KARL KOLB

10 N. POST ST., SUITE 500

SPOKANE, WA 99201

509-328-2994 kolb@coffman.com

MECHANICAL - MSI ENGINEERS, INC.

CONTACT - JESS STAUFFENBERG

108 N. WASHINGTON, SUITE 505

SPOKANE, WA 99201

509-624-1050 jess@msi-engineers.com

ELECTRICAL - COFFMAN ENGINEERS

CONTACT - ERIC SHIRLEY, RCDD

10 N. POST ST., SUITE 500

SPOKANE, WA 99201

509-328-2994 eric.shirley@coffman.com

FIRE PROTECTION - MSI ENGINEERS

CONTACT - JESS STAUFFENBERG

108 N. WASHINGTON, SUITE 505

SPOKANE, WA 99201

509-624-1050 jess@msi-engineers.com

PANERA BREAD PROGRAM MANAGER

CONTACT - LANCE WILLIS

1400 S. HIGHWAY DRIVE, SUITE 100

FENTON, MO 63099

314-607-5682

LANCE.WILLIS@PANERABREAD.COM

PANERA BREAD DESIGN MANAGER

CONTACT - ANNA ERNST

1400 S. HIGHWAY DRIVE, SUITE 100

FENTON, MO 63099

419-733-5711

ANNA.ERNST@PANERABREAD.COM

ENLARGED BASE

MAP EXTENTS

PROJECT

LOCATION

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

SCALE: SHEET:

EXCHANGE

Project Team

Signatures

As indicated

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

G-001

COVER SHEET

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

JBLM - SHOPPING CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

CONSTRUCTION DOCUMENTS

06/18/2024

OVERALL VICINITY MAP

JBLM

ENLARGED BASE MAP

DRAWING INDEX - VOLUME 1

GENERAL

G-001 COVER SHEET

G-002 ABBREVIATIONS / SYMBOLS LEGEND

G-003 CODE SHEET AMMENDED FROM ORIGINAL CONSTRUCTION

ARCHITECTURAL

A-051 WALL TYPES

A-100 PANERA BREAD - FLOOR PLANS

A-140 PANERA BREAD - REFLECTED CEILING PLAN

A-150 PANERA BREAD - FLOOR FINISH PLAN

A-250 PANERA BREAD - EQUIPMENT PLAN, INTERIOR ELEVATIONS

A-500 PANERA BREAD - INTERIOR DETAILS

A-501 PANERA BREAD - CEILING DETAILS

A-502 PANERA BREAD - CASEWORK SECTIONS & DETAILS

A-503 PANERA BREAD - FLOORING DETAILS

A-700 PANERA BREAD - SCHEDULES

AD-100 PANERA BREAD DEMOLITION PLAN

PLUMBING

P-001 LEGENDS, ABBREVIATIONS & PLUMBING SPECIFICATIONS

P-002 PLUMBING SCHEDULES & DETAILS

P-467 PANERA BREAD - PLUMBING

MECHANICAL

M-001 LEGENDS & ABBREVIATIONS

M-002 MECHANICAL DETAILS & SCHEDULES

M-003 MECHANICAL DETAILS

M-004 MECHANICAL DETAILS

M-005 MECHANICAL DETAILS

M-467 PANERA BREAD - HVAC

ELECTRICAL

E-101 SYMBOLS, NOTES & SCHEDULES

E-201 FLOOR PLAN - LIGHTING

E-301 FLOOR PLAN - POWER / SYSTEMS

E-401 ELECTRICAL SPECIFICATIONS

Revision Schedule

Revision #

Revision

Description

Revision

Date

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

G-002

ABBREVIATIONS /

SYMBOLS LEGEND

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

& AND

ANGLE

@ AT

C CENTER LINE

O DIAMETER or ROUND

┴ PERPENDICULAR

# POUNDS or NUMBER x TIMES or BY

P PROPERTY LINE

'A'

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

AC ASPHALTIC CONCRETE

A/C AIR CONDITIONING

ACC ACCESS

ACFL ACCESS FLOOR

ACID RES ACID RESISTANT

ACP ACOUSTICAL PANEL

ACT ACOUSTICAL TILE

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJT ADJUSTABLE

AF ACCESS FLOOR

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AFS ABOVE FINISH SLAB

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY for TESTING

& MATERIALS

ATC ACOUSTICAL TILE CEILING

ATF ATHLETIC FLOORING

AUTO AUTOMATIC

AWP ACOUSTICAL WALL PANEL

'B'

BALC BALCONY

BB BULLETIN BOARD

BD BOARD

BEL BELOW

BET BETWEEN

BITUM BITUMINOUS

BKG BACKING

BJT BED JOINT

BLDG BUILDING

BLKG BLOCKING

BLTN BUILT-IN

BM BEAM

BOD BOTTOM OF DECK

BOF BOTTOM OF FOOTING

BOH BACK OF HOUSE

BOJ BOTTOM OF JOISTS

BOT BOTTOM

BPL BEARING PLATE

BR BEDROOM

BRCG BRACING

BRG BEARING

BRK BRICK

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOF(ING)

BVL BEVEL

BW BOTH WAYS

'C'

CAB CABINET

CB CATCH BASIN, CORNER BEAD

CAN CANOPY

CANTIL CANTILEVER

CBB CEMENTITIOUS (BACKER)

BOARD

CEM CEMENT

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/

OWNER INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASH(ING)

CFT CUBIC FOOT

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHT CEILING HEIGHT

CI CAST IRON

CIP(C) CAST-IN-PLACE (CONCRETE)

CIR CIRCLE/CIRCULAR

CIRC CIRCUMFERENCE

CJ CONTROL JOINT,

CONSTRUCTION JOINT

CK CAULK(ING)

CLG CEILING

CLL CONTRACT LIMIT LINE

CLR CLEAR(ANCE)

CLRM CLASSROOM

CLS CLOSURE

CMT CERAMIC MOSAIC

CMU CONCRETE MASONRY UNIT(S)

CMPST COMPOSITE

CNTR COUNTER

CO CLEANOUT, CASED OPENING,

CUTOUT

COL COLUMN

COMB COMBINE/COMBINATION

COMP COMPRESS(ED/ION/IBLE)

COMPO COMPOSITION/COMPOSITE

COMPT COMPARTMENT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT

CONST CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COR CORRIDOR

CORR CORRUGATED

COTG CLEANOUT TO GRADE

CPLP CEMENT PLASTER (PORTLAND)

CPR COPPER

CPT CARPET

CR CLOSET ROD

CRG CROSS GRAIN

CRS COURSE

CRT YD COURTYARD

CSK COUNTERSINK(SUNK)

CSMT CASEMENT

CST CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARD(S)

CW COLD WATER

'D'

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH/DEMOLITION

DET DETAIL

DEP DEPRESSED

DF DRINKING FOUNTAIN

DH DIAGONAL HUNG

DIA DIAMETER

DIAG DIAGONAL, DIAGRAM

DIAM DIAMETER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DL DEAD LOAD

DMPF DAMPROOF(ING)

DMT DEMOUNTABLE

DN DOWN

DP DAMP PROOFING

DPR DAMPER

DR DOOR, DINING ROOM,

DRESSING ROOM, DRIVE

DRN DRAIN

DRST DOOR STOP

DS DOWNSPOUT

DSP DRY STANDPIPE

DSPL DISPOSAL

DT DRAIN TILE

DTA DOVETAIL ANCHOR

DTL DETAIL

DTS DOVETAIL ANCHOR SLOT

DW DUMBWAITER

DWG DRAWING

DWR DRAWER

'E"

E EAST

(E) EXISTING

EA EACH

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

ESMT EASEMENT

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EXCA EXCAVATE(ION)

EXH FN EXHAUST FAN

EXH HD EXHAUST HOOD

EXIST EXISTING

EXP EXPANSION, EXPOSED,

EXPOSURE

EXP BT EXPANSION BOLT

EXT EXTERIOR

EXT LT EXIT LIGHT

'F'

FA FIRE ALARM, FRESH AIR

FACP FIRE ALARM CONTROL PANEL

FAS FASTEN(ER)

FB FLAT BAR

FBD FIRE BOARD

FBRK FIRE BRICK

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE &

EQUIPMENT

FFL FINISHED FLOOR LINE

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FJT FLUSH JOINT

FLA FLASHING

FLCO FLOOR CLEAN OUT

FLG FLASHING

FLR FLOOR, FILLER

FLUOR FLUORESCENT

FND FOUNDATION

FO FINISH OPENING

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD(S)

FP FIREPROOF

FPL FLOOR PLATE

FRMG FRAMING

FR FRAME(D)/FRAMING

FRA FRESH AIR

FRC FIRE-RESISTANT COATING

FRP FIBER REINFORCED POLYESTER

FRR FIRE-RESISTANCE RATING

FRTW FIRE RETARDANT

TREATED WOOD

FRZ FREEZER

FS FULL SIZE, FULL SCALE

FT FOOT or FEET, FIRE TREATED

FTD FACIAL TISSUE DISPENSER

FTG FOOTING

FUR FURR(ED/ING)

FUT FUTURE

FWC FABRIC WALLCOVERING

'G'

GA GAUGE

GALV GALVANIZED, GALVANIC

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GRADE, GRADING

GDR GUARD RAIL

GEN GENERAL, GENERATOR

GF GROUND FACE

GFCI GROUND FAULT

CIRCUIT INTERRUPTER

GFRC GLASS FIBER REINFORCED

CONCRETE

GI GALVANIZED IRON

GKT GASKET(ED)

GL GLASS/GLAZING

GL BLK GLASS BLOCK

GLU LAM GLU-LAMINATED BEAM/WOOD

GP GALVANIZED PIPE

GPDW GYPSUM DRYWALL

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GR FL GROUND FLOOR

GR LN GRADE LINE

GRN GRANITE

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSS GLAZED STRUCTURAL SHEET

GST GLAZED STRUCTURAL TILE

GT GROUT

GUT GUTTER

GV GALVANIZED

GVL GRAVEL

GYM GYMNASIUM

GYP GYPSUM

GYP BD GYPSUM BOARD

'H'

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAP, HOLLOW CORE

HD HAND DRYER, HEAVY DUTY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY STRENGTH CEMENT

HK HOOK

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD-OPEN

HORIZ HORIZONTAL

HT HEIGHT

HTG HEATING

HVAC HEATING VENTILATION

AIR CONDITIONING

HW HOTWATER

HWT HOTWATER TANK

HEX/HX HEXAGONAL

'I'

ID INSIDE DIAMETER,

INSIDE DIMENSION

INCAND INCANDESCENT

INCIN INCINERATOR

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT(ED)

IPS IRON PIPE SIZE

IS ISLAND, INSECT SCREEN

ISO ISOMETRIC

IWH INSTANTANEOUS

WATER HEATER

'J'

J JOIST

JC JANITOR'S CLOSET

JF JOINT FILLER

JT JOINT

J-BOX JUNCTION BOX

'K'

KO KNOCK OUT

KIT KITCHEN

KPL KICKPLATE

'L'

L LENGTH

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAV LAVATORY

LB POUND

LBL LABEL

LC LIGHT CONTROL

LD BRG LOAD BEARING

LGT LIGHT(ING)

LH LEFT HANDED

LIB LIBRARY

LINO LINOLEUM

LKR LOCKER

LKR RM LOCKER ROOM

LL LIVE LOAD, LOWER LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMS LIMESTONE

LOC LOCATION

LOUV LOUVER

LP LIGHT POLE

LPT LOW POINT

LPG LIQUID PETROLEUM GAS

LRG LARGE

LT LIGHT

LT SW LIGHT SWITCH

LTG LIGHTING

LTL LINTEL

LT LIGHT(ING)

LVR LOUVER

LW LIGHTWEIGHT

LWC LIGHTWEIGHT CONCRETE

'M'

M METER

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT, MAIL BOX

MBR MEMBER

MC MEDICINE CABINET,

MANHOLE COVER, METAL-CLAD

MECH RM MECHANICAL ROOM

MECH MECHANICAL

MED MEDIUM, MEDICAL

MEL MELAMINE

MEMB MEMBRANE

MET METAL

MFD METAL FLOOR DECKING

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MFR REC MANUFACTURER'S

RECOMMENDATION

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MLWK MILLWORK

MMB MEMBRANE

MO MASONRY OPENING,

MOTOR OPERATED

MOD MODIFY

MOD MODULAR

MOPR MOP RACK

MOV MOVABLE

MR MAP RECEPTOR

MRB MARBLE

MRD METAL ROOF DECK(ING)

MS MOP SINK, MACHINE SCREW

MT MOUNT(ED/ING)

MTFR METAL FURRING

MTHR METAL THRESHOLD

MTL METAL

MTLR METAL ROOF

MULL MULLION

MVBL MOVABLE

MWK MILLWORK

'N'

N NORTH

NAT NATURAL

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NMT NONMETALLIC

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NS NO SCALE

NTS NOT TO SCALE

'O'

OA OVERALL, OUTSIDE AIR

OBS OBSCURE

OC ON CENTER

OCC OCCUPY

OD OUTSIDE DIAMETER,

OUTSIDE DIMENSION

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/

OWNER INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OFS OUTSIDE FACE OF STUD

OGL OBSCURE GLASS

OH OVER(HANG/HEAD)

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPH OPPOSITE HAND

OPP OPPOSITE

OPS OPPOSITE SURFACE

OPT OPTIONAL

ORD OVERFLOW ROOF DRAIN

'P'

P PAINT

PA PUBLIC ADDRESS

PAR PARALLEL

PAT PATTERN

PB PANIC BAR, PANELBOARD

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PE PEDESTAL

PED PEDESTAL

PEND PENDANT

PERF PERFORATE(D)

PERIM PERIMETER

PERM PERMANENT

PFB PREFABRICATED

PFL POUNDS PER LINEAR FOOT

PFM PREFINISHED

PG PLATE GLASS

PH PHASE

PIL PILASTER

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLST PLASTER

PLY PLYWOOD

PNL PANEL

PNT PAINT(ED)

POL POLISH(ED)

PORC PORCELAIN

PR PAIR, PIPE RAIL

PRCST PRECAST

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PRF PREFORMED

PRKG PARKING

PROP PROPERTY

PSC PRE-STRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPTER TOWEL DISPENSER

& RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVE(D)

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWR POWER

'Q'

QT QUARRY TILE

QTB QUARRY TILE BASE

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

'R'

R RADIUS, RISER, RANGE

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RB HK ROBE HOOK

RBL RUBBLE STONE

RBT RUBBER TILE

RCP REFLECTED CEILING PLAN

RCPTN RECEPTION

RD ROOF DRAIN, ROAD

REBAR REINFORCING STEEL BARS

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFG REFRIGIRATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE(D)

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

REV REVISED, REVISION

RF RESILIENT FLOORING

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED/IVE/OR)

RH RIGHT HANDED

RH ROOF HATCH

RL RAIL(ING)

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RT RIGHT

RTF RUBBER TILE FLOOR

RVS REVERSE

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

'S'

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCP SCUPPER

SCR SHOWER CURTAIN ROD

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD SMOKE DETECTOR,

STORM DRAIN,

SOAP DISPENSER

SDG SIDING

SECT SECTION

SF SQUARE FOOT (FEET)

SFGL SAFETY GLASS

SG SHEET GLASS

SGD SLIDING GLASS DOOR

SH SHELF

SHFT SHAFT (ELEVATOR)

SHO SHORE(D/ING)

SHR SHOWER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SKLT SKYLIGHT

SL SIDELIGHT

SLNT SEALANT

SM SHEET METAL, SMALL, SMOOTH

SMP SUMP PUMP

SND SANITARY NAPKIN DISPENSER

SND INS SANITARY NAPKIN DISPOSAL UNIT

SP STANDPIPE, SUMP PIT

SPC SPACE(R)

SPM SOLID PLASTIC MATERIAL

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPRT SUPPORT

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER, STORM SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STAIR(S), STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STG SEATING

STL STEEL

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRAIGHT, STRINGER(S)

STRUCT STRUCTURAL

SUB FL SUB FLOOR

SUSP SUSPEND(ED)

SV SHEET VINYL

SW SIDEWALK, SWITCH

SYMM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

'T'

T TREAD

T&B TOP & BOTTOM

T&G TONG & GROOVE

T/S TUB / SHOWER

TB TOWEL BAR, THROUGH BOLT

TBD TO BE DETERMINED

TD TRENCH DRAIN

TDR TOWEL DISPENSER &

RECEPTACLE

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICK(NESS)

THR THRESHOLD

THRU THROUGH

TK BD TACKBOARD

TKS TACK STRIP

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE/CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TO FDN TOP OF FOUNDATION

TOL TOLERANCE

TOM TOP OF MASONRY

TOP TOP OF PARAPET,

TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB, TOP OF STEEL

TOT TOP OF TRUSS

TOW TOP OF WALL

TP TELEPHONE POLE

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TPTN TOILET PARTITION

TR TOWEL RACK

TRANS TRANSOM, TRANSPARENT

TRTD TREATED

TS TUBE STEEL

TSTAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

'U'

UC UNDERCUT

UGND UNDERGROUND

UL UNDERWRITERS

LABORATORIES

UNFIN UNFINISH(ED)

UNIF UNIFORM

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

'V'

V VOLT

VAR VARIES, VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VIN VINYL

VJ V-JOINT(ED)

VNR VENEER

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VRM VERMICULITE

VRFY VERIFY

VT VINYL TILE

VWC VINYL WALLCOVERING

'W'

W WEST, WIDE, WASTE, WATT

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET,

WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRED GLASS

WH WATER HEATER, WEEP HOLE,

WALL HYDRANT, WALL HUNG

WHB WHEEL BUMPER

WHSE WAREHOUSE

WI WROUGHT IRON

WIN WINDOW

WLD WELDED

WM WIRE MESH

WO WHERE OCCURS, WITHOUT

WP WATERPROOF(ED/ING)

WPT WORKING POINT

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHER STRIP

WSCT WAINSCOT

WT WEIGHT, WATERTIGHT

WW WINDOW WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

'X'

XFMR TRANSFORMER

'Y'

YH YARD HYDRANT

'Z'

Z ZEBRA

CLCL

SYMBOLS LEGENDS

EXISTING WALL TO

REMAIN

EXISTING WALL TO

BE DEMOLISHED

FRAMED WALL

REFER TO WALL

TYPE

WALL LEGEND

CONCRETE WALL

C.I.P.C/P.C.C.

CMU WALL

WALL REFERENCE

COLUMN REFERENCE/GRID BUBBLES

MATCHLINE

WALL SECTION REFERENCE

BUILDING SECTION REFERENCE

ELEVATION REFERENCE

DETAIL & ENLARGED PLAN REFERENCE

DETAIL REFERENCE

REFERENCE SYMBOL LEGEND

MATCHLINE - SEE SHEET A100

ICON LEGEND

FLOOR DRAIN

FIRE EXTINGUISHER & HOSE CABINET

FIRE EXTINGUISHER CABINET

A-300

SHEET REFERENCE

A-201

SHEET REFERENCE

A-251

A-501

SHEET REFERENCE

WINDOW DESIGNATIONA

DOOR NUMBER

ROOM NAME

ROOM NUMBER

NAME

HEIGHT

W6.0.12FS WALL TYPE

SECTION REFERENCE

ELEVATION REFERENCE

EXTERIOR INTERIOR

CALLOUT REFERENCE

ELEVATION

SECTION/ELEVATION/FLOOR PLAN

VARIES

CEILING PLAN

FEHC

FEC

EARTHWORK CONCRETE & MASONRY WOOD

METAL

EARTHWORK - UNMOVED

INSULATION

EARTHWORK - BACKFILLED

GRAVEL/POROUS FILL

FINISH

PLYWOOD

PRECAST/CAST IN PLACE

STEEL

SAND/MORTAR/PLASTER

BLANKET/LOOSE FILL

RIGID INSULATION

CONCRETE BLOCK

BRICK

1 2

NUMBERS FOR VERTICAL GRIDS

LETTERS FOR HORIZONTAL GRIDS

NEW

EXISTING

XXX

A-300

SHEET REFERENCE

SECTION REFERENCE

NORTH

XXX

HATCH LEGEND

HEIGHT

A-551

SHEET REFERENCE

CALLOUT REFERENCE

WINDOW REFERENCE

DOOR REFERENCE

ROOM NAME & NUMBER REFERENCE

CEILING PLAN SPOT ELEVATION

LEVEL ELEVATION

SPOT ELEVATION

REVISION TAG

NORTH ARROW

PROPERTY LINE

CENTER LINE

CONTOUR LINES

SIGNAGE TYPE

KEYNOTE

SPECIALTY EQUIPMENT

TRUE

NORTH

Revision Schedule

Revision #

Revision

Description

PANERA

BREAD

GENERAL BLDG INFO CONT'D

APPLICABLE CODE(S):

UFC 1-200-01; NFPA 101; 2015 IBC; ABA ACCESSIBILITY

STANDARD FOR DEPARTMENT OF DEFENSE FACILITIES

1. ALLOWABLE BUILDING AREA - UNLIMITED 507.4 AND 508.2

2. ACTUAL TOTAL BUILDING AREA: 291,000 SF

3. ALLOWABLE BUILDING HEIGHT : ONE STORY

IBC 507.4 AND 75FT - TABLE 504.3

4. ACTUAL BUILDING HEIGHT: ONE STORY, MAX HEIGHT 34'-8"

FULLY SPRINKLERED THROUGHOUT - FIRE AREAS NOT

REQUIRED IBC 903

OCCUPANCY CLASSIFICATION:

MERCANTILE: GROUP M; BUSINESS: GROUP B; STORAGE-

MODERATE HAZARD GROUP S-1, A2 ASSEMBLY

ALLOWABLE CONSTRUCTION TYPE: ANY TYPE - 507.4

ACTUAL CONSTRUCTION TYPE: IIB

AREA ANALYSIS CONT'D

USE AND OCCUPANCY CLASSIFICATION- IBC CHAPTER 3

303.1 A-2, ASSEMBLY FOR FOOD COURT (ACCESSORY USE)

304.1 B, BUSINESS FOR ADMINISTRATION AREAS

309.1 M, MERCANTILE FOR ALL RETAIL AREAS

311.2 S-1, STORAGE FOR MERCHANDISE PROCESSING AREAS

GENERAL HEIGHTS AND BUILDING AREAS- IBC CHAPTER 5

505.2 MEZZANINE AREA LIMITATION, EXCEPTION 2

ALLOWS 1/2 OF ROOM AREA WITH AUTOMATIC

SPRINKLER SYSTEM

505.5.1 EQUIPMENT PLATFORM AREA LIMITATION, ALLOWS 2/3

OF ROOM AREA

507.4 UNLIMITED AREA: SPRINKLED, 1 STORY ALLOWABLE

FOR GROUPS B, M AND S

508.2.3 ACCESSORY OCCUPANCY: ASSEMBLY A-2, 9,500 SF MAX

508.2.1 AGGREGATE AREA NOT MORE THAN 10% OF BUILDING

AREA AND ACCESSORY TABLE LIMIT FOR NON

SPRINKLED USE.

508.2.4 NO SEPARATION REQUIRED BETWEEN ACCESSORY

OCCUPANCIES AND MAIN OCCUPANCY

TYPE OF CONSTRUCTION- IBC CHAPTER 6

TABLE 601 TYPE IIB: 0 HR STRUCTURAL FRAME, 0 HR EXTERIOR

AND INTERIOR BEARING WALLS, 0 HR NON-BEARING

EXTERIOR WALLS, 0 HR NON-BEARING INTERIOR

WALLS, 0 HR FLOOR CONSTRUCTION, 0 HR ROOF

CONSTRUCTION

TABLE 602 0 HR RATING OF EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE GREATER THAN 30'

MEANS OF EGRESS- NFPA 101

7.2.1.2.3.2 32" MINIMUM CLEAR WIDTH OF DOOR OPENING FROM

FACE OF DOOR TO STOP

7.2.2.2.1.2 36" MINIMUM WIDTH OF STAIRWAYS SERVING LESS

THAN 50 OCCUPANTS

7.3.1.2 REFER TO THIS TABLE FOR OCCUPANCY FACTORS

USED TO DETERMINE EXIT LOAD FOR EACH SPACE

7.3.3.1 EGRESS WIDTH: 0.3" PER OCCUPANT FOR STAIRWAYS,

0.2" PER OCCUPANT FOR OTHER COMPONENTS

7.3.4.1 36" MINIMUM WIDTH OF MEANS OF EGRESS EXCEPT

DOORS AND STAIRS

7.4.1.1 TWO MEANS OF EGRESS REQUIRED UNLESS

PERMITTED IN OCCUPANCY

7.4.1.2.3 3 MEANS OF EGRESS REQUIRED FOR ANY SPACE WITH

AN OCCUPANT LOAD OF 501 TO 1000. 4 MEANS OF

EGRESS REQUIRED FOR ANY SPACE WITH AN

OCCUPANT LOAD OVER 1000

7.5.1.3.3 SEPARATION BETWEEN 2 EXITS NOT LESS THAN 1/3

THE DIAGONAL OF THE SPACE SERVED WITH

SPRINKLER SYSTEM

7.5.4 DEFINES ACCESSIBLE MEANS OF EGRESS

12.2.5.1.2 20' MAXIMUM COMMON PATH OF TRAVEL IN ASSEMBLY

OCCUPANCY

12.2.6.2 250' MAXIMUM TRAVEL DISTANCE IN SPRINKLERED

ASSEMBLY OCCUPANCY

36.1.4.2.1 CLASS A, MERCANTILE OCCUPANCY OVER 30,000 SF

36.2.4.2 SINGLE EXIT PATH ALLOWED FOR DISTANCES

PERMITTED AS COMMON PATH OF TRAVEL

36.2.5.3 100' MAXIMUM COMMON PATH OF TRAVEL IN

SPRINKLERED MERCANTILE OCCUPANCY

36.2.5.3 250' MAXIMUM TRAVEL DISTANCE IN SPRINKLERED

MERCANTILE OCCUPANCY

38.2.4.2 SINGLE EXIT PATH ALLOWED FOR DISTANCES

PERMITTED AS COMMON PATH OF TRAVEL

38.2.4.3 SINGLE EXIT DIRECTLY TO EXTERIOR WITH 100'

MAXIMUM TRAVEL DISTANCE ALLOWED FOR ROOM OR

AREA WITH FEWER THAN 100 OCCUPANTS

38.2.5.3.1 100' MAXIMUM COMMON PATH OF TRAVEL IN

SPRINKLERED BUSINESS OCCUPANCY

38.2.6.3 300' MAXIMUM TRAVEL DISTANCE IN SPRINKLERED

BUSINESS OCCUPANCY

42.2.4.1 SINGLE MEANS OF EGRESS ALLOWED FOR DISTANCES

PERMITTED AS COMMON PATH OF TRAVEL

42.2.5 100' MAXIMUM COMMON PATH OF TRAVEL IN

SPRINKLERED ORDINARY HAZARD STORAGE OCCUPANCY

TABLE 42.2.6 400' MAXIMUM TRAVEL DISTANCE IN SPRINKLERED

MERCANTILE ORDINARY HAZARD STORAGE OCCUPANCY

GENERAL BUILDING INFORMATION

ACCESSIBILITY- ADA-ABA

(WWW.ACCESS-BOARD.GOV/ADA-ABA/ABA-STANDARDS-

DOD.CFM)

F206 DEFINES ACCESSIBLE ROUTES

F207 DEFINES ACCESSIBLE MEANS OF EGRESS

F208 DEFINES QUANTITY, TYPES, AND LOCATIONS OF

ACCESSIBLE PARKING SPACES

PORTABLE FIRE EXTINGUISHERS- FROM NFPA 10

FIRE EXTINGUISHERS TO BE 10LB ABC TYPE, EXCEPT IN

KITCHEN AREAS TO BE TYPE K

FE= LOCATION OF FIRE EXTINGUISHER ON BRACKET

FEC= LOCATION OF FIRE EXTINGUISHER IN CABINET

PLUMBING FIXTURES- IBC AND UFC 3-420-01

TABLE 2902.1

A-2: 1 WC PER 75 MALES AND 1 PER 75 FEMALES

1 LAV PER 200 MALES AND 1 PER 200 FEMALES

1 DRINKING FOUNTAIN PER 500 OCC; 1 SERVICE SINK

B: 1 WC PER 25 OF THE FIRST 50 MALES

1 WC PER 25 OF THE FIRST 50 FEMALES

1 WC PER ADDITIONAL 50 MALES

1 WC PER ADDITIONAL 50 FEMALES

1 LAV PER 40 OF THE FIRST 80 MALES

1 LAV PER 40 OF THE FIRST 80 FEMALES

1 LAV PER ADDITIONAL 80 MALES

1 LAV PER ADDITIONAL 50 FEMALES

1 DRINKING FOUNTAIN PER 100 OCC; 1 SERVICE SINK

M: 1 WC PER 500 MALES AND 1 PER 500 FEMALES

1 LAV PER 750 MALES AND 1 PER 750 FEMALES

1 DRINKING FOUNTAIN PER 1000 OCC; 1 SERVICE SINK

S-1: 1 WC PER 100 MALES AND 1 PER 100 FEMALES

LAV PER 100 MALES AND 1 PER 100 FEMALES

1 DRINKING FOUNTAIN PER 1000 OCC; 1 SERVICE SINK

IPC 419.2

A-2: 1 URINAL MAY SUBSTITUTE EACH MALE WC UP TO 67%

OF REQUIRED COUNT

B, M, S-1: 1 URINAL MAY SUBSTITUTE EACH MALE WC UP TO 50%

OF REQUIRED COUNT

DESCRIPTION GROSS AREA AREA/

TOTAL

OCC OCC

GROUP B

B1 ADMINISTRATION 5,783 SF 100 52

B2 SECURITY OFFICE 194 SF 100 2

B3 SURVEILLANCE OFF. 223 SF 100 3

B4 LOCKERS 304 SF 50 7

B5 OPS OFFICE 210 SF 100 3

B6 MANAGER OFFICE 212 SF 100 3

B7 KITCHEN 1 2,070 SF 200 11

B8 KITCHEN 2 3,457 SF 200 18

B9 BREAK ROOM 291 SF 15 20

12,144 SF 119

GROUP M

M1 RETAIL SALES 126,272 SF 60 2,105

M2 EXTERIOR ODL 6,790 SF 60 114

M4 ENCLOSED ODL 4,160 SF 60 70

M5 CLASS SIX 3,544 SF 60 60

M6 DRY CLEANER 790 SF 60 14

M7 MCS 8,208 SF 60 137

M8 ALTERATIONS 977 SF 60 17

M9 FLORAL 960 SF 60 16

M10 COMMODITY 1 964 SF 60 16

M11 COMMODITY 2 660 SF 60 11

M12 COMMODITY 3 1,104 SF 60 19

M13 COMMODITY 4 1,331 SF 60 23

M14 COMMODITY 5 1,021 SF 60 17

M15 COMMODITY 6 790 SF 60 14

M16 COMMODITY 7 784 SF 60 13

M17 COMMODITY 8 1,360 SF 60 23

M18 COMMODITY 9 1,378 SF 60 23

M19 COMMODITY 10 1,296 SF 60 22

M20 COMMODITY 11 1,563 SF 60 27

M21 COMMODITY 12 1,223 SF 60 21

M22 COMMODITY 13 1,245 SF 60 21

M23 BEAUTY SHOP 934 SF 60 16

M24 BARBER SHOP 1,868 SF 60 32

M25 OPTICAL SALES 838 SF 60 14

M26 OPTOMETRY 1,070 SF 60 18

M27 STARBUCKS 1,995 SF 60 34

M28 PHARMACY 3,667 SF 60 62

M29 GENERAL MALL AREA 19,055 SF 60 317

195,347 SF 3276

GROUP S-1

S1 MPA 49375 SF 300 165

S2 MECHANICAL 965 SF 300 4

S3 CLASS 6 MPA 1,920 SF 300 7

S4 MCS MPA 3,650 SF 300 13

S5 ELECTRICAL ROOM 320 SF 300 2

S6 COMMUNICATIONS 74 SF 300 1

S7 ELECTRICAL ROOM 397 SF 300 2

S8 RISER ROOM 102 SF 300 1

S9 JANITORIAL ROOM 84 SF 300 1

S10 JANITORIAL ROOM 91 SF 300 1

S11 ELECTRICAL ROOM 248 SF 300 1

S12 MECH/ELECT ROOM 170 SF 300 1

S13 MECH/ELECT ROOM 109 300 1

S14 COMMUNICATIONS 62 300 1

S15 COMMUNICATIONS 84 300 1

S16 DATA 74 300 1

S17 FIRE 68 300 1

S18 JANITORIAL ROOM 74 300 1

S19 JANITORIAL ROOM 100 300 1

GROUP A-2

A1 FOOD COURT 6,844 SF 15 457

6,844 SF 457

57,793 SF 204

OTHER SPACES

O1 MPA RESTROOMS 427 SF 0

O2 OFFICE SUITE REST 597 SF 0

O3 MALL RESTROOMS 776 SF 0

O4 FOOD COURT REST 1,010 SF 0

O5 BOH RESTROOM 136 SF 0

O6 HALLWAYS 4,704 SF 0

O7 FREEZER & COOLER 2,137 SF 0

O8 FOOD COURT ENTRY 211 SF 0

O9 ENTRY VESTIBULE 1,181 SF 0

O10 ENTRY VESTIBULE 1,115 SF 0

12,294 SF 0

509.4 INCIDENTAL ACCESSORY OCCUPANCIES, SPRINKLER

SYSTEM IN LIEU OF SEPARATION ALLOWED

508.3 NON-SEPARATED MIXED OCCUPANCIES: GROUP M,

GROUP S-1

508.3.1 MOST RESTRICTIVE APPLICABLE PROVISIONS OF

CHAPTER 9 SHALL APPLY TO ENTIRE BUILDING

508.3.2 MOST RESTRICTIVE ALLOWABLE BUILDING AREA

AND HEIGHT SHALL APPLY TO ENTIRE BUILDING

508.3.3 NO SEPARATION REQUIRED BETWEEN NON-

SEPARATED OCCUPANCIES

EXIT WIDTH REQUIREMENTS

EXIT # REQUIRED WIDTH PROVIDED WIDTH

EXIT 1 400 OCC x 0.2" = 80" 82" EXIT 2 317 OCC x 0.2" = 63.4" 68" EXIT 3 850 OCC x 0.2" = 170" 172" EXIT 4 22 OCC x 0.2" = 4.4" 65" EXIT 5 23 OCC x 0.2" = 4.6" 65" EXIT 6 23 OCC x 0.2" = 4.6" 65" EXIT 7 31 OCC x 0.2" = 6.2" 65" EXIT 8 17 OCC x 0.2" = 3.4" 65" EXIT 9 648 OCC x 0.2" = 129.6" 164" EXIT 10 137 OCC x 0.2" = 27.4" 82" EXIT 11 17 OCC x 0.2" = 3.4" 65" EXIT 12 14 OCC x 0.2" = 2.8" 65" EXIT 13 31 OCC x 0.2" = 12.2" 65" EXIT 14 250 OCC x 0.2" = 50" 65" EXIT 15 250 OCC x 0.2" = 50" 65" EXIT 16 56 OCC x 0.2" = 11.2" 32.5" EXIT 17 54 OCC x 0.2" = 10.8" 32.5" EXIT 18 54 OCC x 0.2" = 10.8" 32.5" EXIT 19 52 OCC x 0.2" = 10.4" 32.5" EXIT 20 300 OCC x 0.2" = 60" 65" EXIT 21 155 OCC x 0.2" = 31" 32.5" EXIT 22 35 OCC x 0.2" = 7" 94" EXIT 23 300 OCC x 0.2" = 60" 65" EXIT 24 66 OCC x 0.2" = 13.2" 97.5" EXIT 25 4 OCC x 0.2" = .8" 65" EXIT 26 35 OCC x 0.2" = 7" 32.5"

405 81"

NEW EXITING COUNT THROUGH EXIT #1

PER OCCUPANT COUNT AT PANERA BREAD.

EXITING AT OTHER EXITS HAS NOT CHANGED.

FOR REFERENCE ONLY

-CHANGES TO ORIGINAL EXITING ARE CLOUDED

-OCCUPANT LOAD FACTOR FOR PANERA BREAD BOH NOTED AS 200

GROSS @ 1544 SF = 8 OCCUPANTS.

-OCCUPANT LOAD FACTOR FOR PANERA BREAD FOH NOTED AS 150

GROSS @ 740 SF = 5 OCCUPANTS

5 ADDITIONAL OCCUPANTS HAVE BEEN ADDED TO THE OVERALL

EXITING REQUIREMENTS FOR EXIT #1 AND STILL COMPLIES WITH EXT

WIDTH REQUIREMENTS.

THESE RECORD DRAWINGS HAVE BEEN

PREPARED BASED ON INFORMATION

PROVIDED BY OTHERS. THE DESIGN

PROFESSIONAL HAS NOT VERIFIED THE

ACCURACY AND/OR COMPLETENESS OF

THIS INFORMATION AND SHALL NOT BE

RESPONSIBLE FOR ANY ERRORS OR

OMISSIONS WHICH MAY BE INCORPORATED

HEREIN AS A RESULT.

RECORD DRAWINGS

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

As indicated

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

G-003

CODE SHEET

AMMENDED FROM

ORIGINAL

CONSTRUCTION

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

1" = 30'-0"G-003

FIRST FLOOR CODE PLAN - FOOD COURT

AREA

NORTH

0 30' 60' 90'

Revision Schedule

Revision # Revision

Description Revision

1 ASI-017 01/02/2019

STUD SPACING PER

SPECIFICATIONS

GRAB BAR / RAILING

with 3 SCREWS at

EACH CONNECTION

STEEL STUDS -

REFER TO WALL

TYPE DETAILS

6"x 18 GA STEEL BACKING

STUD. NOTCH BACKING STUD

AROUND WALL STUDS.

3 STUD MINIMUM SPAN.

(2) #8 SCREWS

PER WALL STUD

NOTE: MAXIMUM

WEIGHT SHALL BE

250 LBS

WALL BLOCKING

STUD SPACING PER

SPECIFICATIONS. 3

STUD MINIMUM SPAN.

BACKING PLATE: 12" WIDE X 18

GA. STEEL PLATE FASTENED

FLUSH TO STUD WITH (2) #10

SHEET METAL SCREWS PER

STUD

USE 7/8" HAT CHANNEL FOR

INTERMEDIATE SUPPORT

NOTE: THIS DETAIL OCCURS AT WALL LOCATIONS THAT

REQUIRE METAL BACKING. REFER TO SPECIFICATIONS.

WALL BLOCKING

LOCATION OF

CLEAT or HANGER

STEEL STUDS - REFER

TO WALL TYPE DETAILS

(2) #8 SCREWS PER

WALL STUD

STUD SPACING PER

SPECIFICATIONS

6"x 18 GA STEEL METAL BACKING FOR ALL

WALL MOUNTED ITEMS. 2 STUD MINIMUM

SPAN. IF LENGTH OF CLEAT OR HANGER

ENDS BETWEEN STUDS, THE BACKING IS

TO EXTEND TO THE NEXT STUD.

NOTE: MAXIMUM

WEIGHT SHALL BE 150

LBS

V E

Y H

H T w it h S

U P

P L

CENTERLINE OF

CLEAT or HANGER

WALL BLOCKING

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

FINISHED

FLOOR

D6D

8" THICKNESS TO FINISHUSE 1 5/8" MTL STUDS

USE 2 1/2" MTL STUDS

USE 6" MTL STUDS

USE 3 5/8" MTL STUDS

SEE PLAN DIMENSION

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF

ASSEMBLY.

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

SOUND BATT. INSULATION. INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

5/8" DUROCK BRAND CEMENT BOARD

ATTACHED TO METAL STUDS W/1-1/4"

HOT-DIPPED GALVANIZED SCREWS @

8" O.C.

P L A

SEE PLAN DIMENSION

USE 3 5/8" MTL STUDS

USE 6" MTL STUDS

USE 2 1/2" MTL STUDS

USE 1 5/8" MTL STUDS 8" THICKNESS TO FINISH

E E6

FINISHED FLOOR

EX. CHANNEL SHAPED STUDS

5/8" PLYWOOD ATTACHED W/ 1"

TYPE 'S' SCREWS @ 8" O.C. ALONG

EDGES, @ 12" O.C. IN THE FIELD OF

THE BOARD. JOINTS ORIENTED

VERTICALLY AND STAGGERED ON

OPPOSITE SIDES OF ASSEMBLY.

SCHEDULED

CEILING

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

P L A

5/8" DUROCK BRAND CEMENT BOARD

ATTACHED TO METAL STUDS W/1-1/4"

HOT-DIPPED GALVANIZED SCREWS @

8" O.C.

EX. METAL STUDS

AND INSULATION

E10

P L A

20GA CHANNEL RUNNERS

ATTACHED W/ FASTENERS

@ 24" O.C. MAX.

FINISHED

FLOOR

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

5/8" DUROCK BRAND CEMENT

BOARD ATTACHED TO METAL

STUDS W/1-1/4" HOT-DIPPED

GALVANIZED SCREWS @ 8"

O.C.

SEE PLAN DIMENSION

USE 3 5/8" MTL STUDS

USE 6" MTL STUDS

USE 2 1/2" MTL STUDS

USE 1 5/8" MTL STUDS 8" THICKNESS TO FINISH

G G6

F R

O N

T O

F H

O U

S E

B A

C K

O F

H O

U S

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY &

STAGGERED ON OPPOSITE SIDES OF

ASSEMBLY.

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

V A

S S

E E

P L

A N

S T

A L L

T O

H E

T O

F T

SOUND BATT. INSULATION.

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

SOUND BATT. INSULATION.

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8" O.C.

ALONG EDGES, @ 12" O.C. IN THE

FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY &

STAGGERED ON OPPOSITE

SIDES OF ASSEMBLY.

SEE PLAN DIMENSION USE 3 5/8" MTL STUDS

USE 6" MTL STUDS

USE 2 1/2" MTL STUDS

USE 1 5/8" MTL STUDS

FINISHED FLOOR

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

5/8" PLYWOOD ATTACHED W/ 1"

TYPE 'S' SCREWS @ 8" O.C.

ALONG EDGES, @ 12" O.C. IN THE

FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES

OF ASSEMBLY.

20GA CHANNEL RUNNERS

ATTACHED W/ FASTENERS @ 24"

O.C. MAX.

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE

ABOVE

20GA CHANNEL RUNNERS

ATTACHED W/ FASTENERS @ 24"

O.C. MAX.

5/8" DUROCK BRAND CEMENT

BOARD ATTACHED TO METAL

STUDS W/1-1/4" HOT-DIPPED

GALVANIZED SCREWS @ 8" O.C.

P L A

E H

H T

B A

C K

O F

H O

U S

F R

O N

T O

F H

O U

S E

USE 2-1/2" MTL. STUDSL2

5/8" DUROCK BRAND

CEMENT BOARD ATTACHED

TO METAL STUDS W/1-1/4"

HOT-DIPPED GALVANIZED

SCREWS @ 8" O.C.

USE 3-5/8" MTL. STUDS

USE 6" MTL. STUDS

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

5/8" PLYWOOD ATTACHED W/ 1"

TYPE 'S' SCREWS @ 8" O.C.

ALONG EDGES, @ 12" O.C. IN THE

FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES

OF ASSEMBLY. FRP WALL FINISH.

FINISHED

FLOOR

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

WALK-IN

COOLER/FREEZER

C O

O L E

R /F

R E

E Z

E R

I N

C H

E N

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

P L A

USE 3 5/8" MTL STUDS

USE 6" MTL STUDSP6

5/8" DUROCK BRAND CEMENT

BOARD ATTACHED TO METAL

STUDS W/1-1/4" HOT-DIPPED

GALVANIZED SCREWS @ 8" O.C.

20GA CHANNEL RUNNERS

ATTACHED W/ FASTENERS @

24" O.C. MAX.

FINISHED FLOOR

20GA CHANNEL RUNNERS

ATTACHED W/ FASTENERS

@ 24" O.C. MAX.

CHANNEL SHAPED 20 GA

STEEL STUDS @ 16" O.C. MAX

C3X3.5 10" LONG @ EA POST

(2) 1/2" EXPANSION ANCHOR

@ EACH POST

TS 3 1/2" X 3 1/2" X 1/4" @

EA END OF PARTIAL HT

WALL, WELDED TO

CHANNEL

FINISHED TOP CAP, SEE

ELEVATIONS FOR MATERIAL

CORNER BEAD ALONG TOP

EDGE DRYWALL

V A

S T

/O W

A L L

5/8" PLYWOOD ATTACHED W/ 1"

TYPE 'S' SCREWS @ 8" O.C.

ALONG EDGES, @ 12" O.C. IN THE

FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES

OF ASSEMBLY.

B A

C K

O F

H O

U S

F R

O N

T O

F H

O U

S E

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

FINISHED FLOOR

S6S

8" THICKNESS TO FINISHUSE 1 5/8" MTL STUDS

USE 2 1/2" MTL STUDS

USE 6" MTL STUDS

USE 3 5/8" MTL STUDS

SEE PLAN DIMENSION

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

P L A

5/8" DUROCK BRAND CEMENT BOARD

ATTACHED TO METAL STUDS W/1-1/4"

HOT-DIPPED GALVANIZED SCREWS @

8" O.C.

5/8" PLYWOOD ATTACHED W/ 1"

TYPE 'S' SCREWS @ 8" O.C.

ALONG EDGES, @ 12" O.C. IN THE

FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES

OF ASSEMBLY.

S10 10" THICKNESS TO FINISH

5/8" DUROCK BRAND CEMENT

BOARD ATTACHED TO METAL

STUDS W/1-1/4" HOT-DIPPED

GALVENIZED SCREWS @ 8" O.C.

USE 3 5/8" MTL STUDS

SOUND BATT INSULATION

USE 2 1/2" MTL STUDS

SOUND BATT INSULATION

USE 7/8" FURRING

EXISTING

STRUCTURE/PARTITION

FINISHED

FLOOR

USE 6" MTL STUDS

SOUND BATT INSULATION

USE 1 5/8" MTL STUDS

1-1/2" RIDGID INSULATION

EX. METAL STUDS

AND INSULATION

20GA METAL FURRING OR METAL STUDS

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. PROVIDE

BLOCKING FOR WALL HUNG ITEMS

SCHEDULED

CEILING

P L A

Y P

USE 1 5/8" MTL STUDS

USE 6" MTL STUDS

FINISHED

FLOOR

EXISTING

STRUCTURE/PARTITION.

INSTALL 5/8" TYPE 'X' GYP. BD. AND

MW900.UI ON FOOD COURT SIDE OF WALL

PER ELEVATIONS

USE 7/8" FURRING

USE 2 1/2" MTL STUDS

USE 3 5/8" MTL STUDS

5/8" DUROCK BRAND CEMENT BOARD

ATTACHED TO METAL STUDS W/1-1/4"

HOT-DIPPED GALVENIZED SCREWS @

8" O.C.

R R6

EX. METAL STUDS

AND INSULATION

20GA METAL FURRING OR METAL STUDS

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD.

SCHEDULED

CEILING

FIRE-TREATED BLOCKING AS

REQUIRED

P L A

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

1 1/2" = 1'-0"

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

A-051

WALL TYPES

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE D

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE E

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE G

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE J

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE L

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE P

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE S

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE SX

Revision Schedule

Revision #

Revision

Description

Revision

Date

SCALE : 1 1/2" = 1'-0"

PARTITION TYPE R

K.8

J.7

A-250

A-250 9 11

A-250 6 8

A-250

15' - 9"

A-100

PANERA

BREAD BOH

8' - 10"

PANERA

BREAD FOH

PANERA

BREAD BOH

COOLER

FREEZER

FEC

A-503

SOFFIT ABOVE

16' - 7 1/2"10' - 7"

4'4' 4' 1' 3'

1' L

2' 3' 3' 2' 3' 2' T 3' 4' 3'

1' L

3'4'4'2' T

041B

1'040

A-503

CJ CJ

TYP.

12' - 0"

T Y

V E

Y W

C A

S E

W O

R K

V E

Y W

C A

S E

W O

R K

9' - 2 1/2"

10' - 2"

A-503 SIM

12' - 6 1/2"

A-503

TYP.

A-503

S10

R7 S7

E10

F:23

F:24

F:26

F:25 F:25

F:27

F:28

F:29

F:30

F:09

F:14

F:31 F:32

F:16

F:18

F:20

F:21

F:19

F:11

F:11F:11

F:11 F:11

F:11

F:11F:11

F:10F:10

2' - 6 1/2"

4' - 0 1/2"

7' - 5 1/2" 3' - 2"

2' - 10"

F:22

F:12

F:12 F:08

F:08

F:03

GENERAL NOTES

1. EQUIPMENT LAYOUT, EQUIPMENT SCHEDULE, FINISHES

AND ELEVATIONS ARE FOR REFERENCE ONLY.

2. DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS.

3. DIMENSIONS OF DEMISING WALLS ARE TO FACE OF STUD

PARTITIONS, GRID LINES, FACE OF CONC AND CENTERLINE

OF COLUMNS U.N.O.

4. CONTRACTOR TO PROVIDE ALL NECESSARY MEP

CONNECTIONS FOR TENANTS, FINAL HOOK-UP TO TENANT

SPACE AND EQUIPMENT. REFERENCE ELECTRICAL,

MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

5. CONTRACTOR TO DEMO EXISTING TENANT SPACE OF THE

FOLLOWING PRIOR TO CONSTRUCTION: CONCRETE SLAB,

FLOOR PLUMBING AND ELECTRICAL, AND EXISTING

LIGHTING.

6. DEMISING WALLS TO BE FINISHED AT THE PUBLIC / MALL

FACE; AT TENANT SIDE OF WALL, PRIME AND PREP TO

RECEIVE TENANT PROVIDED FINISHES. TOUCHUP FINISHES

ON FOOD COURT SIDE OF DEMISING WALL.

7. PROJECT SCOPE WILL INCLUDE NEW REINFORCED

CONCRETE SLAB. ALLOW ADDITIONAL DEPTH AT THE

FREEZER AREA FOR UNDERSLAB INSULATION.

8. PROVIDE POWER TO PANERA BREAD SIGNAGE SHOWN ON

2/A100. REF ELECTRICAL DRAWINGS.

9. SAWCUT SLAB CONTROL JOINTS AT 12'-0" INCREMENTS AS

SHOWN ON PLAN. PROTECT EXISTING FOOD COURT

POLISHED CONCRETE SLAB FROM DAMAGE DURING

DEMOLITION AND CONSTRUCTION.

10. PROVIDE 2" AIRSPACE AT SIDE(S) OF OVER/PROOFER &

COOLER/FREEZER (MIN 3" AT BACK OF OVEN). VERIFY ALL

DIMENSIONS AND SPECS WITH EQUIPMENT MANUAL. NO

FINISH ON WALLS BEHIND OVEN/PROOFER &

COOLER/FREEZER (TAPE AND PRIME ONLY).

11. PROVIDE 5/8"CEMENT BACKING BOARD ON ALL KITCHEN &

OFFICE WALLS FROM FLOOR TO 2'-0" A.F.F. AT WORKROOM

WALLS WITH TILE FINISH, PROVIDE CEMENT BOARD TO TOP

OF TILE. SEE ELEVATIONS.

12. PROVIDE 5/8" PLYWOOD BACKING BOARD ON KITCHEN &

OFFICE WALLS (2'-0" A.F.F. TO CEILING. SEE PARTITION

SCHEDULE FOR WOOKROOM WALLS W/TILE FINISH.

13. G.C. SHALL SUPPLY AND INSTALL FIRE EXTINGUISHERS

AS REQUIRED BY LOCAL CODES.

14. ELECTRICAL EQUIPMENT BY G.C. SEE ELECTRICAL

DRAWINGS.

15. PLUMBING EQUIPMENT BY G.C. SEE PLUMBING DRAWINGS.

16. SEE SHEET A-700 FOR DOOR SCHEDULE.

17. ANY DOOR NOT LOCATED ON PLAN TO BE LOCATED 4"

FROM ADJACENT WALL.

18. REFERENCE C1/A-100 FOR FLOOR FINISH CONTROL JOINT

LOCATIONS.

19. PERIMETER WALL THAT IS RECEIVING TILE TO HAVE

CEMENT BACKER BOARD THE FULL HEIGHT OF THE TILE.

20. PROVIDE BLOCKING ON WALLS THAT DO NOT HAVE

PLYWOOD SUBSTRATE IF REQUIRED, SEE ELEVATIONS.

23. PROVIDE BLOCKING ON PERIMETER WALLS THAT REQUIRE

IT. SEE ELEVATIONS.

E = EXCHANGE

C = CONTRACTOR

SIGNAGE BY TENANT -

COORD. W/ OWNER.

SP005.A2

SEE ELECT. FOR POWER

RB-4, TYP

P-7

101C

P-7

PATCH AND REPAIR

AS NEEDED.

RB-4, TYP.

MW900.UI + WD30A

SIGNAGE BY TENANT -

COORD. W/ OWNER.

MB.BR - X66"

SEE ELECT. FOR POWER.

BOTTOM OF FOOD COURT

SOFFIT

OH COILING GRILL, TYP.

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

As indicated

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

A-100

PANERA BREAD -

FLOOR PLANS

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

1/4" = 1'-0"A-100

C1 PANERA BREAD - ENLARGED FLOOR PLAN

NORTH

AREA KEYPLAN

NOT TO SCALE

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

PANERA BREAD - MALL ENTRY

Revision Schedule

Revision #

Revision

Description

Revision

Date

KEYNOTES

F:03 FLOOR TILE TO BE INSTALLED IN STACKED PLANK PATTERN W/FULL

TILES AS SHOWN.

F:08 COORDINATE TILE INSTALLATION WITH CASEWORK

F:09 STAINLESS STEEL ENDCAP (CG-1) (16 GA-1 1/2" RETURN). INSTALL

OVER TILE FROM FLOOR TO 8'-0" A.F.F B.O.H. 7'-0" F.O.H. OR

UNDERSIDE OF BULKHEAD/ARCH. (SUPPLIED AND INSTALLED BY GC.

F:10 STAINLESS STEEL CLOSURE PLATE (16 GA). FROM FLOOR TO CEILING

OR BOTTOM OF BULKHEAD. SUPPLIED AND INSTALLED BY GC.

F:11 1" BOSTON BUMPER GUARDS INSTALLED @ 30" & 60" IN BACK OF

HOUSE. SEE INTERIOR ELEVATIONS. REFER TO MATERIAL AND FINISH

LEGEND FOR SPEC.

F:12 SCHLUTER JOLLY TILE TRIM; ANNODIZED BRUSHED STAINLESS.

INSTALL ALONG TOP OF TILE/OUTSIDE CORNERS.

F:14 PROVIDE WOOD TRIM AT OPENING JAMBS AND UNDERSIDE OF

BULKHEAD, WOOD TO MATCH WD30A. PROVIDED BY PANERA

MILLWORK VENDOR.

F:16 OVEN WITH HOOD TO BE INSTALLED PRIOR TO FRAMING OF

BULKHEAD.

F:18 OVEN HOOD (PROVIDED BY OWNER AND INSTALLED BY GC.)

STAINLESS STEEL CLOSURE PANEL ON ALL EXPOSED SIDES, FROM

TOP OF HOOD TO CEILING - FURNISH HOOD WITH LIGHT.

F:19 G.C. SHALL SUPPLY AND INSTALL STAINLESS STEEL CLOSURE PANELS

AROUND PROOFER FROM TOP OF EQUIPMENT TO 6" ABOVE CEILING.

PROVIDE ACCESS PANEL AS REQUIRED.

F:20 REMOVABLE STAINLESS STEEL ACCESS PANEL (16 GA) FROM TOP OF

EQUIPMENT TO CEILING

F:21 GC SHALL INSTALL OWNER-FURNISHED DISHWASHER HOOD.

REFERENCE MECHANICAL DRAWINGS.

F:22 LOCATION OF APPROVED FIRE EXTINGUISHER RATED 2A-10BC..

LOCATE WITHIN 30" TRAVEL DISTANCE FROM LIKE EXTINGUISHER.

F:23 BLACK WALLS INDICATE EXISTING WALL FRAMING. PERIMETER WALLS

AROUND PANERA BREAD SPACE REQUIRE SHEATHING INSTALLED ON

INTERIOR WALL SURFACES. SEE WALL TYPE.

F:24 EXISTING COLUMN TO REMAIN. CENTER WALL ON COLUMN.

F:25 ALIGN TILE WITH SAWCUT CONTROL JOINTS IN SLAB, TYP.

F:26 EXTEND WALL TO WALK-IN COOLER

F:27 CORE DRILL SLAB FOR INSTALLATION OF SPECIFIED TABLE

F:28 CORE DRILL SLAB FOR SPECIFIED TABLE . REF 10/A-502.

F:29 EXISTING CONCRETE INTERFACE WITH NEW TENANT SPACE. ALIGN

TOP OF ADJACENT FINISHES

F:30 WALK-IN COOLER/FREEZER PANEL SIZES, TYP.

F:31 PRE-MANUFACTURED COOLER/FREEZER

F:32 INSULATED SLAB AREA INDICATED BY DIAGONAL HATCH

K.8

J.7

16' - 0"

COOLER

FREEZER

PANERA

BREAD BOH

OPEN TO STRUCTURE

NEW APC

EXIST. APC

A-501

LP021.S2, TYP.

P-290

NOTE:

WALK-IN COOLER / FREEZER HAS INTEGRAL

CEILING. ACP CEILING TO ABUTE TO COOLER /

FREEZER.

11' - 0"

10' - 6"

ACT-3

ACT-1

LD001.A1, TYP.

LU001.A1, TYP.

P-290

A-501

7'-6" AFF

7'-0" AFF

7'-6" AFF

7'-0" AFF

7'-6" AFF

7'-0" AFF

COUNTER BELOW

FRAME GWB SOFFIT

TO 10'-0" AFF TO

TERMINATE CEILING

GRID TO.

EXTEND EXISTING

CEILING GRID UP TO

GWB SOFFIT.

PANERA

BREAD FOH

PANERA

BREAD BOH

PANERA

BREAD BOH

DELIVERY SHELVING

CASEWORK BELOW

CEILING. REF 7/A-502

A-501

LU001.B1

BUNDLED SYRUP LINES

ABOVE CEILING TO

SODA DISPENSER FROM

BAG & BOX @ BOH. REF

9/A-502. PROVIDE

SLEEVE IN WALL FOR

BUNDLED SYRUP LINES.

EXIT WALL PER VENDOR

RECOMMENDATIONS

FOR CONNECTION.

SEE DETAIL 9/A-502 FOR

SYRUP LINE ROUTING

REF 8/A-502 FOR ABOVE

CEILING ROUTING OF

SYRUP LINES.

A-501

EXISTING SOFFIT ABOVE.

F:14

SIM

F:21

F:16

F:18

F:20

MW130.A1

F:19

9' - 9 1/2"

LD001.B1, TYP.

T Y

E Q

1. G.C. SHALL CONFIRM ALL CEILING HEIGHTS. NOTIFY OWNER/ARCHITECT IF

SPECIFIED HEIGHTS CANNOT BE ACHIEVED.

2. SEE ELECTRICAL DRAWINGS FOR POWER & CIRCUIT.

3. ALL FOH FIXTURES TO BE CENTERED IN 2X2 CEILING TILE (U.N.O.).

4. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY

ELECTRICAL CONTRACTOR.

5. LEAD TIMES VARY CHECK W/ VENDORS ON THE ACOUSTICAL CEILING TILES &

CEILING GRID.

6. ALL FIXTURES TO BE OBTAINED THROUGH NATIONAL ACCOUNT FROM

APPROVED PANERA, LLC VENDOR.

7. SEE FINISH SCHEDULE FOR ACOUSTICAL CEILING TILE SPECIFICATIONS (ACT).

8. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL

LAMP TYPES. TO BE LEFT AT JOB SITE AT END OF JOB.

9. MECHANICAL SYSTEM DIFFUSERS NOT SHOWN THIS SHEET & SHALL BE

COORDINATED BY G.C PRIOR TO CONSTRUCTION. SEE MECHANICAL SHEETS

FOR LOCATIONS.

10. G.C. TO SUPPLY (1) UNOPENED CASE OF EACH TYPE OF CEILING TILE USED.

11. WHERE APPLICABLE, PENDANTS SHALL BE CENTERED OVER TABLES.

12. WHERE APPLICABLE, PANERA VENDOR TO EXTEND SPEAKER SYSTEM INTO

EXPANSION AREA; CONNECT INTO EXISTING SYSTEM.

13. ACOUSTICAL CEILINGS ARE AT 10'-6" AND 11'-0" AFF UNO.

14. ALL HEIGHTS LISTED ARE AFF UNO.

15. PAINT ALL VISIBLE CEILING ELEMENTS INCLUDING, BUT NOT LIMITED TO, HVAC

DUCTS, CONDUIT, PIPES AND STRUCTURAL ELEMENTS, UN0.

16. ALL GYP BD. CEILINGS TO BE PAINTED AS NOTED ON REFLECTED CEILING PLAN.

GENERAL NOTES

G1 - GYP. BOARD CEILING

OPEN TO STRUCTURE

ABOVE

ACT-3 - 2'x4' SUSP. ACOUSTICAL

CEILING TILE

2X2 LIGHT

LU001.B1

CEILING TYPE LEGEND

EXISTING

TO REMAIN

ACT-1 - 2'x2' SUSP. ACOUSTICAL

CEILING TILE

2X4 LIGHT

LU001.A1

LOBBY LIGHT FIXTURE

LD001.A1

PENDANT LIGHT

LP021.S2

BOH LIGHT FIXTURE

LD001.B1

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

As indicated

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

A-140

PANERA BREAD -

REFLECTED CEILING

PLAN

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

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

PANERA BREAD - ENLARGED RCP

NORTH

AREA KEYPLAN

NOT TO SCALE

Revision Schedule

Revision #

Revision

Description

Revision

Date

KEYNOTES

F:14 PROVIDE WOOD TRIM AT OPENING JAMBS AND UNDERSIDE OF BULKHEAD,

WOOD TO MATCH WD30A. PROVIDED BY PANERA MILLWORK VENDOR.

F:16 OVEN WITH HOOD TO BE INSTALLED PRIOR TO FRAMING OF BULKHEAD.

F:18 OVEN HOOD (PROVIDED BY OWNER AND INSTALLED BY GC.) STAINLESS

STEEL CLOSURE PANEL ON ALL EXPOSED SIDES, FROM TOP OF HOOD TO

CEILING - FURNISH HOOD WITH LIGHT.

F:19 G.C. SHALL SUPPLY AND INSTALL STAINLESS STEEL CLOSURE PANELS

AROUND PROOFER FROM TOP OF EQUIPMENT TO 6" ABOVE CEILING.

PROVIDE ACCESS PANEL AS REQUIRED.

F:20 REMOVABLE STAINLESS STEEL ACCESS PANEL (16 GA) FROM TOP OF

EQUIPMENT TO CEILING

F:21 GC SHALL INSTALL OWNER-FURNISHED DISHWASHER HOOD. REFERENCE

MECHANICAL DRAWINGS.

K.8

J.7

T5 T111

AW012.A1 / T111B

P T

P290 / WD30A CHAIRRAIL &

L118 WAINSCOT @ 2'-10" AFF

T111B COVE BASE

T T

F R

P -1

F R

P -1

FRP-1 / T5B

FRP-1/ T5B FRP-1 / T5B

F R

P -1

F R

P -1

F R

P -1

T102 / T111B

F R

P -1

FRP-1 / CG-1 / T5B

P T

F R

P -1

P290 / T111B

T5 T5

P305 PAINTED GWB BEHIND

COOLER / FREEZER ON TWO

SIDES

F:02 F:04

F:01

F:05

F:06F:06

F:07F:07

F:01

F:05

F:01

F:03F:03

T T

T102

FRP-1 / T5B

P S

O F

FLOOR FINISH TYPE LEGEND

12" X 24" FLOOR TILE - T111 -

UTILIZE T111B COVE BASE. SEE

FINISH SCHEDULE A-700.

6" X 6" FLOOR TILE - T5 - UTILIZE

T5B COVE BASE. SEE FINISH

SCHEDULE A-700.

EXISTING FLOORING TO REMAIN

6" X 6" FLOOR TILE - T5 - UTILIZE

T5B COVE BASE. SEE FINISH

SCHEDULE A-700. USE EPOXY

GROUT AT SHADED AREA

GENERAL NOTES

1. SEE INDIVIDUAL ENLARGED PLANS AND FINISH SCHEDULE

FOR FLOORING DESIGNATIONS AND TYPES

2. FLOORING TRANSITIONS THAT OCCUR WITHIN A

DOORWAY, TRANSITION FLOORING BELOW DOOR, TYP

3. REFERENCE FINISH LEGEND FOR FINISH MATERIAL

PRODUCT INFORMATION.

4. FOR ALL QUARRY TILE TO CONCRETE OR QUARRY TILE TO

QUARRY TILE TRANSITIONS USE SCHLUTER ALUM

TRANSITION TRIM.

5. NEW FLOOR TILES ARE TO BE INSTALLED AS INDICATED ON

PLAN WITH FULL TILES WHEREVER POSSIBLE. SEE FINISH

SCHEDULE FOR SPECIFICATIONS.

6. ALL FLOOR FINISHES SHALL BE INSTALLED WITH TOP

EDGES LEVEL W/ADJACENT MATERIAL TOP EDGES.

CONFIRM TILE THICKNESS AS THESE MAY VARIY. CONFIRM

THAT NO OVERALL FLOATING OF FLOOR IS REQUIRED.

7. COORDINATE FLOORING TRANSITIONS & BASE TILE

INSTALLATION W/MILLWORK SHOP DRAWINGS AND FIELD

CONDITIONS.

8. ALL THRESHOLDS SHALL HAVE A MAX HEIGHT OF 1/2"

ABOVE EXISTING CONCRETE SLABAND/OR INTERIOR

FINISHES.

9. SEE PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR

DRAINS AND FLOOR SINKS.

10. TILE TRANSITION BETWEEN ROOMS TO BE CENTERED ON

DOOR FRAME.

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

As indicated

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

A-150

PANERA BREAD -

FLOOR FINISH PLAN

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

1/4" = 1'-0"A-150

1 FLOOR FINISH PLAN

KEYNOTES

F:01 LINE OF TOE KICK/TILE AT CABINET TO BE SET DIRECTLY ON CONCRETE

SUBFLOOR. 6X12 TILE BASE TO BE INSTALLED ON CUSTOMER SIDE OF

CABINET. COORDINATE LOCATION W/MILLWORK SHOP DRAWINGS &

EQUIPMENT CUT SHEETS.

F:02 FLOAT 1/2" MARINITE STRUCTURAL, INCOMBUSTIBLE INSULATION UNDER RACK

OVEN. INSET SHEETS 2" INSIDE OVEN FRAME. LEAVE 1/8" CLEARANCE AT EDGE

OF TILE. SEAL GAP WITH HIGH TEMPERATURE CAULK.

F:03 FLOOR TILE TO BE INSTALLED IN STACKED PLANK PATTERN W/FULL TILES AS

SHOWN.

F:04 NO TILE OR BASE AT MOP SINK. SEE EQUIPMENT AND PLUMBING SHEETS FOR

FURTHER INFORMATION.

F:05 MORTAR BED AT KITCHEN BOH AND FOOD CONCEPTS TO ADJUST TO PROVIDE

FLUSHED FINISHED FACE BETWEEN DIFFERING TILE FINISHES

F:06 MOUNTING HOLES FOR COUNTER TABLE

F:07 MOUNTING HOLES FOR COUNTER KIOSK. REFERENCE ELECTRICAL DRAWINGS

FOR IN SLAB POWER CONDUIT TO ONE OF THESE LEGS FOR ORDERING

MONITORS.

Revision Schedule

Revision #

Revision

Description

A-100

POLISHED CONCRETE

SLAB AT INSIDE FACE

OF WALL; TILE

TRANSITION AT

TENANT SPACE

A-250

A-250 9 11

A-250 6 8

A-250

PANERA

BREAD FOH

FREEZER

COOLER

PANERA

BREAD BOH

053F

085H

059A

002D

043F

009C

007J36

047F

053K

007F2C

002D

045G

053F

084N6

063C

441A

043F

043F043F

043F

4BM

4CMB

4BM

043C043C

4KM

4AMD4BMD 4BMD

4AMD4GAM

4BMD 4AMD 4BMD

4MC

4CM

4AM

4GAM

4MA

092G

403GL

079E

095E

CWS

043C043C

4KM043G 043G

BTH199

025D

025B

025D

007F2C

068A

027A

081F

MW401.R1

058A-S

054E

MW201.A1

MW931.B1

MW931.C1

076C

078A

EXISTING

ELECTRICAL

BOXES

013B

041B

4GBM

042A

042D

042E

052A

024C

KD5

KD14

KD1

KD13

KD3

KD15-43

FEC

BAB.01

MW130.A1

4KM

023F

008H

058F

056A

083A

KD12

APO16.A3 APO16.A4 APO16.A1

084N6

KD4

MW810.C1

127D127B

035B

027CR

005K

012A

100A

044.1D.BR

003 002

043F

048A

062C

007F2

021C

029A

043F

005L

042B

002D

441A

KD2

079B

MW104.L1

MW305.A1

055DH

030H

101C

064F

545L

MW108.B1

MW112.A1

1896-CHB4-3

021C

029A

028B

029A

021C

030G

019B

032A

019B

085.A1

055GHR

033.A1

019D

058A058A058A

019A

005G

022D

055GHL

063D

MW122.A1

010C010C010C (6)

AW012.A1

T111B PB SOLID SURFACE TABLE

SS25

BLACK LEGS

SOLID GROUT INTO SLAB

LP021.S2 PENDANT LIGHTS

100B

058A-S

MW401.R1

MW931.C1 MW931.B1

076C

OH GRILL

P-305

T111B T111B 063D

023H

054E

VB2

P-290

101C

MW950.A1

MW952.A1

008C

P290

L118 + WD30A T111B

T102

MW810.C1

APO16.A5 APO16.A4 APO16.A3

3'-6" TYP

1' - 0"

3'-6" TYP

1' - 0"

3'-6" TYP

Y P

EQ EQ

L118

" 6

MW201.A1

P290

KD15-43

T102 T111B

A-502

KD4

WD TRIM ALIGN WITH DELIVERY SHELVING TOP.

VB2 VB1

OPEN TO

BEYOND

OPEN TO

BEYOND

GSO-BS-3

MW305.A1

031 031

MW108.B1

MW104.L1

T102 VB2

MW112.A1

T111B

MW900.U1+WD30A

030G 030G

037 037

MW810.C1

030H 030H 030H1

1896-CHB4-3

002D 002D 002D059A 043F 043F 009C BTH199007J36

023F

024C

052A

025D 025B

RT YT

042A

042E042D

B1 WALL BUMPER

25' - 0"

T5B

042B123

025D

T5B

007F2C 007F2C 007G36 002D

079E

047F

053K 095E043F 043F

OPEN TO

BEYOND

013B 032A 027A

027H

027CR068A

005K

015019B

016 016 016

CWS

T5B012A

035B

080B

127B

127D 005K

FILLER PANEL TO CEILING

S.S.BASE @ COOLER

B1B1

100A

007G36007G36

007G36 007G36007G36

005L

OFFICE DESK

OFFICE DESK SHELVING

079B

016 016

007G36 007G36

021C 029

029A

028B

019B

053F

085H 085H

053F

084N6

045G 067

KD12 061

403GL

056A 083A083A

007G36 007G36 007G36 007G36 007G36 007G36084N6

OPEN TO

BEYOND

058F

KD14 KD1

KD13

MW130.A1

055GHL 022D

005G

085K 085.A1

KD5

T5B

100A

067 055GHR

002D

055DH

007G36007G36

019A

058H

B1B1

545L019D

021C

029A

028B

033.A1

010C010C010C

MW122.A1

(6)010C010C010C

T102

T5BT111B

MW201.A1

063C063C

092G081F

441A441A

084T 008H

031031

KD4

KD3KD2

OPEN TO

BEYOND OPEN TO

BEYOND

T5B 081G

441A 441A

064F

021C

029A

MW305.A1

031 031

OPEN TO

BEYOND

067 MW108.B1

MW104.L1

MW112.A1

028B

007G36 007G36

030G 030G

037037

007J36

T5B

S.S. BASE

@ COOLER

043F 044.1D.BR048A007F2

062C

002003043F

T5B

OPEN TO

BEYOND

OPEN TO

BEYOND

441A 009C

T5B

B1B1

100B

B1 002D 007F2C

068A

DRAWN BY:

CHECKED BY:

DESIGN TYPE:

DESIGN PHASE:

DATE SUBMITTED:

PROJECT:

DRAWING TITLE:

DESIGN SIZE:

EXCHANGE

SCALE: SHEET:

1 2 3 4 5 6

1/4" = 1'-0"

JTL

KJM

CONSTRUCTION DOCUMENTS

06/18/2024

A-250

PANERA BREAD -

EQUIPMENT PLAN,

INTERIOR

ELEVATIONS

JBLM - SHOPPING

CENTER - PANERA

BREAD ADDITION

JOINT BASE LEWIS-McCHORD

WASHINGTON

2023-019

1/4" = 1'-0"A-250

C1 PANERA BREAD - ENLARGED EQUIPMENT PLAN

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

PANERA BREAD FOH - N

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

PANERA BREAD FOH - E

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

PANERA BREAD FOH - S

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

PANERA BREAD FOH - W

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

PANERA BREAD FOH - KIOSK

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

PANERA BREAD BOH - W

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

PANERA BREAD BOH - S

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

PANERA BREAD BOH - E

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

PANERA BREAD BOH - W-1

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

PANERA BREAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 6, 2024.