Part 3 - EWEB ITB 26-157-PW Warehouse Remodel - Contract Drawings.pdf

PDF 15 MB Posted Aug 27, 2026

Attached to: EWEB ITB 26-157-PW Warehouse Remodel
Solicitation number: S-P00140-00017869
Issued by: Oregon

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Written by GovTribe AI · Sep 1, 2026

This is a set of contract drawings for a warehouse remodel project at the Eugene Water & Electric Board (EWEB) Roosevelt Operations Center located at 4200 Roosevelt Boulevard, Eugene, Oregon. The project, identified as ITB 26-157-PW, involves comprehensive renovation of approximately 20,322 square feet of enclosed warehouse space plus 17,775 square feet of roof overhang, totaling 38,097 square feet. The scope includes demolition of existing walls, ceiling systems, and equipment; construction of new interior spaces comprising a crew room (719 SF), tool room (404 SF), staging area (604 SF), and associated support spaces; installation of new acoustical ceiling systems with linear baffles; new wall assemblies with sound attenuation; casework and countertops; and structural modifications to support new rooftop mechanical units. The design team includes Pivot Architecture as the architect, Hohbach-Lewin Inc. as structural engineer, and Systems West Engineers for mechanical, plumbing, and electrical systems. The building is classified as mixed occupancy (Business/Storage) under the 2025 Oregon Structural Specialty Code with an existing automatic sprinkler system and fire alarm system.

The project drawings specify construction standards including non-fire-rated interior wall assemblies, suspended acoustical ceiling treatments, new hollow metal doors and frames, plastic laminate casework with adjustable shelving, stainless steel countertops, and interior finishes to match existing conditions. Structural work is limited to support for two new rooftop HVAC units and an exhaust fan, with reinforcement of existing open web steel joists required. All structural steel exposed to weather must be hot-dip galvanized. Special inspections for structural steel are required in accordance with AISC 360 standards, including welding inspection per AWS D1.1. The contractor is responsible for field verification of existing conditions, coordination of MEP systems, temporary shoring and bracing, and maintaining facility operations during construction. Shop drawings and structural calculations sealed by an Oregon Professional Engineer are required as submittals for lateral anchorage of mechanical units and structural steel work.

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File	Type	Posted
Part 2 - EWEB ITB 26-157-PW Bid Specifications.pdf	PDF	Aug 27, 2026
Part 1 - EWEB ITB 26-157-PW Warehouse Remodel.pdf	PDF	Aug 27, 2026

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EUGENE WATER & ELECTRIC BOARD

4200 ROOSEVELT BLVD.

EUGENE, OR 97402

PHONE: (541) 685-7000

CONTACT: JOHN MARSHALL

OWNER

PIVOT ARCHITECTURE PC

44 WEST BROADWAY, SUITE 300

EUGENE, OR 97401

PHONE: (541) 342-7291

CONTACT: JOHN STAPLETON, AIA

ARCHITECT

HOHBACH-LEWIN, INC

199 EAST 5TH AVE. SUITE 23

EUGENE OR, 97401

PHONE: (541) 3491701

CONTACT: BRENT CRAWFORD, S.E.

STRUCTURAL ENGINEER

SYSTEMS WEST ENGINEERS

725 A ST.

SPRINGFIELD, OR 97477

PHONE: (541) 3342-7210

CONTACT: PAUL FOOKS, P.E.

MECHANICAL/PLUMBING ENGINEER

SYSTEMS WEST ENGINEERS

725 A ST.

SPRINGFIELD, OR 97477

PHONE: (541) 3342-7210

CONTACT: BEN ETCHEVERRY, E.E.

ELECTRICAL ENGINEER

VICINITY MAP

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PROJECT TEAM

EWEB WAREHOUSE REMODEL

EUGENE WATER & ELECTRIC BOARD

EWEB Roosevelt Operations Center 4200 Roosevelt Blvd, Eugene, OR 97402

BID / PERMIT SET

08.26.2026 2527.00

# DESCRP. DATE

ABBREVIATIONS

ACOUS

ACT

AFF

ALUM

BLDG

CFCI

CLG

CLR

CMU

COL

CONC

CONT

CPT

DBL

DEMO

DIAG

DIA

DISP

DTL

DWG

(E)

EL, ELEV

ELEC

ENAM

EXT

FEC

FFE

FIN

FLR

FOF

FRP

FTG

GLB

GYP BD

GYP

HGT

HORIZ

INSUL

INT

LAV

LOC

MAX

MECH

MFR

MIN

MISC

MTL

NTS

OFCI

OFOI

OFS

OPNG

OPP

P LAM

PTD

PLY

ROW

RUB

RVL

SAB

SECT

SHT

SIM

SPECS

SQFT, SF

S STL

STD

STL

STRUC

T T&B T&G

TEMP

TOC

TOW

TOS

TYP

UNO

VFY

VIF

WRB

ANCHOR BOLT

ASPHALTIC CONCRETE

ACOUSTIC

ACOUSTICAL TILE CEILING SYSTEM

ABOVE FINISH FLOOR

ALUMINUM

BUILDING

BOTTOM OF

CATCH BASIN

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CONTROL JOINT

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CARPET

DOUBLE

DEMOLITION/DEMOLISH

DOUGLAS FIR, DRINKING FOUNTAIN

DIAGONAL

DIAMETER

DISPENSER

DOWN

DOWNSPOUT

DETAIL

DRAWING

EXISTING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ENAMEL

EQUAL

EACH WAY

EXTERIOR

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR ELEVATION

FINISH FLOOR

FINISH/FINISHED

FLOOR

FACE OF

FACE OF FINISH

FIBER REINFORCED PANEL

FOOTING

GAUGE

GRAB BAR

GLUE LAM BEAM

GYPSUM BOARD

HEIGHT

HORIZONTAL

HANDRAIL

HOLLOW METAL

INSULATION

INTERIOR

JOINT

KNOCK DOWN

LAVATORY

LOCATION

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

METAL

NOT TO SCALE

ON CENTER

OUTSIDE DIMENSION

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OUTSIDE FACE OF STUD

OPPOSITE HAND

OPENING

OPPOSITE

PANEL JOINT

PLASTIC LAMINATE

PAINT SYSTEM

PRESSURE TREATED

PAINTED

PLYWOOD

RADIUS

RUBBER BASE

ROOF DRAIN

ROOM

ROUGH OPENING

RIGHT OF WAY

RUBBER

REVEAL

SOUND ATTENUATION BATTS

STORM DRAIN

SECTION

SHEET

SIMILAR

SPECIFICATIONS

SQUARE FOOT

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

TEMPERED

TOP & BOTTOM

TONGUE AND GROOVE

TEMPORARY

TOP OF

TOP OF CONCRETE

TOP OF WALL

TOP OF STRUCTURE

TYPICAL

UNLESS NOTED OTHERWISE

VERIFY

VERIFY IN FIELD

WALL ASSEMBLY

WITH

WOOD

WATER PROOF

WATER RESISTIVE BARRIER

X00

A511

TYP

3A201 BUILDING ELEVATION

A541 INTERIOR ELEVATION

BUILDING SECTION

KEYNOTE

SPECIFICATION KEYNOTE*

FINISH TAG

DETAIL CALLOUT

DETAIL SECTION

REVISION TAG

COLUMN CENTERLINE

EXISTING COLUMN

CENTERLINE

ACCESS CONTROL

ROOM NAME

A101

05 5000-A

WALL SECTION

CASEWORK

A511

TYP

ARCHITECTURAL SYMBOLS

FLOOR MATERIAL

TRANSITION

ROOM NAME & NUMBER

WINDOW SYMBOL

DOOR SYMBOL

CEILING TAG

STOREFRONT SYMBOL

VERTICAL ELEVATION

INTERIOR WALL TYPE

WITH NO SOUND

ATTENUATION

INTERIOR WALL

TYPE WITH SOUND

ATTENUATION

FIRE EXTINGUISHER

EXIT SIGN

ROOM FINISH TAG

DOOR ACTUATOR

TEMPERED GLAZING

SLOPE ARROW

(SLOPE AS INDICATED)

*LETTER IS A DESIGNATOR AND IS

NOT LINKED TO A SPECIFIC SPEC

ITEM

P - 1

101A

(E) EXIT

XXX/ XXX

Name

XXX/ XXX

SLOPE

4:12

XXX

A101

10'-0"

XXX-X

WALL FILL PATTERNS:

EXISTING WALL ASSEMBLY

NON FIRE-RATED WALL ASSEMBLY

1-HOUR FIRE-RATED WALL

2-HOUR FIRE-RATED WALL

NON FIRE-RATED WALL ASSEMBLY

GENERAL NOTES - DIM. PLANS

4" MIN

5" PREFERRED FO

3' - 0"

CLEAR IF DOOR HAS

1' - 0" (PUSH SIDE) MIN.

MIN. CLEAR

1' - 6" (PULL SIDE)

A. DOORS SHOWN ADJACENT TO A FLANKING WALL OR OTHER

FIXED OBSTRUCTION, SHALL BE LOCATED AS SHOWN ABOVE.

B. OTHER LOCATIONS SHALL BE ON CENTERLINE OF ROOM OR

AS SPECIFICALLY DIMENSIONED.

CLOSER AND LATCH

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GENERAL

INFORMATION

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SHEET INDEX

GENERAL

TITLE TITLE SHEET

G001 GENERAL INFORMATION

G011 CODE REVIEW INFORMATION

G013 WAREHOUSE LIFE SAFETY PLAN

DEMOLITION

D101 DEMOLITION FLOOR PLAN

D111 DEMOLITION CEILING PLAN

D121 DEMOLITION ROOF PLAN

ARCHITECTURE

A101 FIRST FLOOR PLAN

A121 FIRST FLOOR REFLECTED CEILING PLAN

A122 ENLARGED REFLECTED CEILING PLAN - ACOUSTICAL LAYOUT

A131 ROOF PLAN

A301 BUILDING SECTIONS

A500 FINISH PLAN AND MATERIALS LEGEND

A530 WALL ASSEMBLY INFORMATION

A540 MOUNTING HEIGHT SCHEDULE

A541 INTERIOR ELEVATIONS - TOOL ROOM

A542 INTERIOR ELEVATIONS - CREW SPACE

A550 CASEWORK TYPES

A551 INTERIOR CASEWORK DETAILS

A553 TOP OF WALL DETAILS

A554 NON-STRUCTURAL WALL FRAMING DETAILS

A555 WALL ASSEMBLY ACOUSTIC HEAD AND TYP. DETAILS

A557 DOOR & WINDOW INFORMATION

A558 INTERIOR DETAILS

A560 EXTERIOR ROOF PENETRATION DETAILS

A801 FURNITURE PLANS (FOR REFERENCE ONLY)

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S131 PARTIAL ROOF FRAMING PLAN

S141 STRUCTURAL DETAILS

ELECTRICAL

E001 LEGEND, GENERAL NOTES & SHEET LIST

E100 OVERALL PLAN

E101 DEMOLITION PLAN

E111 LIGHTING PLAN

E121 POWER AND LOW VOLTAGE PLAN

E122 ROOF PLAN

E601 SCHEDULES

E602 PANEL SCHEDULES

MECHANICAL

M001 LEGEND, GENERAL NOTES & SHEET LIST

M100 OVERALL PLAN

M101 DEMOLITION PLAN

M121 FLOOR PLAN

M122 ROOF PLAN

M501 DETAILS

M502 DETAILS

M601 SCHEDULES

M611 DIAGRAMS

ITEM FREQ. NOTES

SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL

BE IN ACCORDANCE WITH THE QUALITY ASSURANCE

INSPECTION REQUIREMENTS OF AISC 360

2. INSPECTION OF WELDING AISC 360 SECTION N5.5 AND TABLES N5.4-1,

N5.4-2 AND N5.4-3

SEE OSSC SECTION 1705.2.1.1

SEE OSSC SECTION 1705.2.1.1P

A. STRUCTURAL STEEL

4. SINGLE-PASS FILLET WELDS < 5/16"

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CODE REVIEW

INFORMATION

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SEISMIC DESIGN:

SEISMIC OCCUPANCY CATEGORY (TABLE 1604.5): II; EXISTING

SEISMIC DESIGN CATEGORY (SECTION 1613): D; EXISTING

SEE STRUCTURAL FOR ADDITIONAL DESIGN CRITERIA

CONSTRUCTION TYPE:

TYPE II-B; EXISTING

AUTOMATIC SPRINKLER SYSTEM (903):

EXISTING; PROVIDED, IN ACCORDANCE WITH NFPA 13 AND SECTION 903.1.

WAREHOUSE BUILDING CODE INFORMATION

OCCUPANCIES (CHAPTER 3):

B – OFFICE

S-1 – STORAGE, MODERATE HAZARD

S-2 – STORAGE, LOW HAZARD

ALLOWABLE AREA, BASE (506.2):

B: 92,000 (SPRINKLED)

S-1: 70,000 (SPRINKLED)

S-2: 104,000 (SPRINKLED)

OCCUPANCY SEPARATIONS (508.4):

NONE REQUIRED BETWEEN B, S-1 AND S-2

MIXED OCCUPANCY (SECTION 508):

BUILDING IS MIXED OCCUPANCY, NON-SEPARATED (508.3); NO FIRE RATING REQUIRED BETWEEN B, S-1 AND S-2

DESIGN OCCUPANT LOAD

CREW ROOM - ASSEMBLY WITHOUT FIXED SEATS: 15

TOOL ROOM - STORAGE: 300

BUILDING AREA SUMMARY

FIRST FLOOR (ENCLOSED): 20,322 SF

ROOF OVERHANG: 17,775 SF

TOTAL BUILDING AREA: 38,097 SF

2025 OREGON STRUCTURAL SPECIALTY CODE

2023 OREGON ELECTRICAL SPECIALTY CODE

2025 OREGON MECHANICAL SPECIALTY CODE

2023 OREGON PLUMBING SPECIALTY CODE

2022 OREGON FIRE CODE

ICC 117.1- 2017 ACCESSIBILITY CODE

DEFERRED SUBMITTALS

SPECIAL INSPECTIONS

SHOP DRAWINGS AND STRUCTURAL CALCULATIONS BEARING THE SEAL OF AN OREGON PROFESSIONAL ENGINEER SHALL BE SUBMITTED

FOR THE FOLLOWING ITEMS OF WORK:

LATERAL ANCHORAGE FOR MECHANICAL UNITS TO CURBS AND CURBS TO STRUCTURE.

SHOP DRAWINGS SHALL BE PROVIDED FOR THE FOLLOWING ITEMS OF WORK:

STRUCTURAL STEEL

SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THE

ATTACHED "STATEMENT OF SPECIAL INSPECTION" AND CBC SECTIONS 1704, 1705.

ACCESSIBILITY FOR EXISTING BUILDINGS (3411)

PRIORITY OF IMPROVEMENTS PER ORS 447.241:

PARKING: EXISTING

ENTRANCE: EXISTING

ROUTE TO ALTERED AREA: EXISTING

RESTROOMS: EXISTING

TELEPHONES:

DRINKING FOUNTAINS: EXISTING

STORAGE: EXISTING

APPLICABLE CODE:

• STEEL CONSTRUCTION (OSSC SECTION 1705.2)

# DESCRP. DATE

• FIRE SPRINKLER SYSTEM

• FIRE ALARM SYSTEM

82'

39' 40'

35'

11'

15'

13'

12'

18'

81' 5'

11'

FEC

OCCUPANCY STATISTICS & EXITING LEGEND

FUNCTION OF SPACE

OCCUPANT LOAD FACTOR

AREA IN SQUARE FT

NUMBER OF OCCUPANTS

BUSINESS

OFFICE

2550 SF

OCCUPANCY: B

0' 0'

NUMBER OF OCCUPANTS USING EXIT

COMMON PATH OF EGRESS TRAVEL (1006.2.1), THE

DISTANCE TO POINT WHERE TWO EXIT PATHS ARE

AVAILABLE:

X=XXX', X=XX' (SPRINKLERED BLDG)

MAXIMUM NUMBER OF OCCUPANTS ALLOWED

THROUGH DOOR PER 1005.3.2:

32" CLEAR DOOR WIDTH / .2 = 160 OCC.;

64" CLEAR WIDTH / .2 = 320 OCC.

ACTUAL COMMON PATH

TRAVEL DISTANCE

COMMON PATH OF TRAVEL (1006.2.1)

TWO EXIT OPTIONS

END OF COMMON PATH OF TRAVEL

DIRECTION OF TRAVEL

OFFICE AREAS: LIGHT HAZARD

WAREHOUSE/SHOP AREAS: ORDINARY HAZARD

TYPE AND SIZE: 2A:10BC, 10 LB.

CABINET, WHERE OCCURS: NON-LOCKING, PARTIAL

GLASS FRONT

MOUNTING HEIGHT: 48" TO TOP OF EXTINGUISHER

LOCATIONS: SEE FLOOR PLAN

HATCH INDICATES DIRECTION OF TRAVEL

SPACE NAME

EGRESS WIDTH ICON

OCCUPANCY TYPE

OCCUPANT LOAD ICON

ALLOWABLE COMMON PATH OF TRAVEL DISTANCE

OCCUPANCY/ INCIDENTAL USE BOUNDARIES

ASTERISK DESIGNATES SPACE EXCLUDED FROM

OCCUPANT LOAD IN ASSEMBLY (A) OCCUPANCY IN

ACCORDANCE WITH THE DEFINITION OF "FLOOR

AREA, NET" OSSC CHAPTER 2

(E) EXIT

ACTUAL MAXIMUM TRAVEL

DISTANCE TO NEAREST EXIT

FIRE EXTINGUISHERS

EXIT SIGNS:

MEANS OF EGRESS ILLUMINATION WITH EMERGENCY

POWER (SECTION 1008.3), SEE ELEC.

REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGN

LOCATIONS

12'

ALLOWABLE MAXIMUM TRAVEL DISTANCE

MAXIMUM EXIT ACCESS TRAVEL DISTANCE (TABLE

1017.2), TO NEAREST EXTERIOR EGRESS DOOR OR

VERTICAL EXIT ENCLOSURE NOT TO EXCEED:

X=XXX', X=XX' (SPRINKLERED BLDG)

* TWO EXITS REQUIRED IF:

- DESIGN OCCUPANT LOAD OR COMMON PATH

EXCEEDS TABLE 1006.2.1

* CORRIDORS: NO RATING IN SPRINKLED BUILDING

(1020)

* MAX. DEAD END CORRIDOR (1020.4) = 50' - 0"

(SPRINKLED B, S, M)

WHERE APPLICABLE

AREA NOT IN PROJECT SCOPE

9705 SF

STORAGE

BULK STORAGE

1139 SF

STORAGE

ELECT. STAGING

2197 SF

STORAGE

ELECT. STORAGE

566 SF

STORAGE

ELECT. DRY ROOM

198 SF

STORAGE

ELECT. HOT ROOM

100 SF

MECHANICAL

IDF

203 SF

ASSEMBLY

BREAK ROOM

109 SF

BUSINESS

OFFICE

109 SF

BUSINESS

OFFICE

59 SF

STORAGE

JANITOR

89 SF

BUSINESS

OFFICE

596 SF

BUSINESS

STAGING

2818 SF

STORAGE

HALL

RESTROOM

404 SF

STORAGE

TOOL STORAGE

717 SF

BUSINESS

CREW OFFICE

HALL

51' 91'

46' 59'

22' 46'

(E) EXIT(E) EXIT

EXIT

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WAREHOUSE

LIFE SAFETY

PLAN

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1/8" = 1'-0"1 EGRESS PLAN - WAREHOUSE

0' 8' 16'4'

DEMOLITION LEGEND

AREA NOT IN

SCOPE OF WORK

EXISTING WALL ASSEMBLY

WALL TO BE DEMOLISHED

WALL PATTERNS

CHAIN LINK FENCE TO BE DEMOLISHED

4.44.4

4.54.5

1626 SF

WATER

EQUIPMENT

STORAGE

313 59 SF

JAN

88 SF

TOOL

OFFICE

154 SF

HALL

D1 D2

D15

D16

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DEMOLITION

FLOOR PLAN

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GENERAL NOTES - DEMOLITION

A. THE ADJACENT EXISTING FACILITIES SHALL REMAIN IN FULL

OPERATION DURING DEMOLITION AND DURING ALL CONSTRUCTION

WORK.

B. MAINTAIN SAFE ACCESS TO AND EGRESS FROM THE BUILDING AT ALL

TIMES. DO NOT BLOCK ANY REQUIRED EXIT PATHS.

C. PREVENT INTERRUPTION IN UTILITIES OR SERVICES THAT WOULD

INCONVENIENCE BUILDING OCCUPANTS.

D. COORDINATE WITH THE OWNER TO MAINTAIN CONTINUITY OF

OWNER'S OPERATIONS.

E. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.

F. COORDINATE WITH OWNER FOR REMOVAL AND STORAGE OF (E)

EQUIPMENT AND CASEWORK TO BE SALVAGED.

G. REMOVE EXISTING DOOR WALL STOPS WHERE DOORS NO LONGER

EXIST.

H. REMOVE ALL (E) HOOKS, ANCHORS AND OTHER WALL-MOUNTED

APPURTENANCES NOT TO BE REUSED.

I. PROTECT (E) FLOORS, WALLS, CEILINGS & FINISHES TO REMAIN.

J. REMOVE AND STORE MATERIAL AND EQUIPMENT WHERE INDICATED TO

BE SALVAGED OR RELOCATED.

K. WHEN REMOVING FLOOR FINISHES REMOVE ALL ADHESIVE, GROUT,

RESIDUE AND DEBRIS.

L. UNLESS NOTED OTHERWISE REMOVE ALL EXISTING CARPET AND

CARPET BASE WITHIN WORK AREA.

M. REMOVE ALL EXISTING SUSPENDED ACOUSTICAL CEILING TILES WITHIN

WORK AREA BEFORE DEMOLITION BEGINS. STORE UNDAMAGED TILE

FOR REUSE.

N. REMOVE PORTIONS OF THE EXISTING SUSPENDED CEILING GRID IN

ORDER TO ACCESS ABOVE CEILING AREAS AS NEEDED TO

ACCOMPLISH WORK OF THIS CONTRACT.

O. AT CEILINGS SCHEDULED FOR REMOVAL, REMOVE CEILING SYSTEM

INCLUDING BUT NOT LIMITED TO GRID, TILE, AND SUPPORT SYSTEM IF

NOT REUSABLE, TO ALLOW FOR NEW CONSTRUCTION.

P. COORDINATE WITH ELECTRICAL FOR ITEMS TO BE DEMOLISHED,

REMOVED, AND/OR SALVAGED.

Q. COORDINATE WITH MECHANICAL/PLUMBING FOR ITEMS TO BE

DEMOLISHED, AND/OR SALVAGED.

R. COORDINATE WITH OWNERS MODULAR SYSTEMS FURNITURE

CONTRACTOR FOR CHANGES TO FURNITURE AND SYSTEM CASEWORK.

1/4" = 1'-0"1 DEMOLITION FLOOR PLAN

0' 8' 16'4'

ACTION - KEYNOTES

D1 REMOVE CHAIN LINK FENCE & POST; PREP HOLES FOR

PATCH AND REPAIR

D2 REMOVE CHAIN LINK FENCE, POST & LOWER PLYWOOD

FINISH; PREP HOLES FOR PATCH AND REPAIR

D15 REMOVE MDO WHERE NEW ELECTRICAL OUTLETS ARE

INSTALLED

D16 REMOVE EXISTING RUBBER BASE

4.44.4

4.54.5

D6 D6

D6D3

D11 D11

D11

D4D4

D14

1311 111111 13 12 12 12 12 12 12 12 12 12 12 12

DEMOLITION LEGEND

AREA NOT IN

SCOPE OF WORK

EXISTING

EXPOSED DECK

WITH EXPOSED

STEEL STRUCTURE.

DEMOLISHED

EXPOSED DECK

WITH EXPOSED

STEEL STRUCTURE.

EXISTING OBJECT

OBJECT TO BE DEMOLISHED

ELEMENT PATTERNS

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DEMOLITION

CEILING PLAN

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1/4" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR

GENERAL NOTES - DEMOLITION

A. THE ADJACENT EXISTING FACILITIES SHALL REMAIN IN FULL

OPERATION DURING DEMOLITION AND DURING ALL CONSTRUCTION

WORK.

B. MAINTAIN SAFE ACCESS TO AND EGRESS FROM THE BUILDING AT ALL

TIMES. DO NOT BLOCK ANY REQUIRED EXIT PATHS.

C. PREVENT INTERRUPTION IN UTILITIES OR SERVICES THAT WOULD

INCONVENIENCE BUILDING OCCUPANTS.

D. COORDINATE WITH THE OWNER TO MAINTAIN CONTINUITY OF

OWNER'S OPERATIONS.

E. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.

F. COORDINATE WITH OWNER FOR REMOVAL AND STORAGE OF (E)

EQUIPMENT AND CASEWORK TO BE SALVAGED.

G. REMOVE EXISTING DOOR WALL STOPS WHERE DOORS NO LONGER

EXIST.

H. REMOVE ALL (E) HOOKS, ANCHORS AND OTHER WALL-MOUNTED

APPURTENANCES NOT TO BE REUSED.

I. PROTECT (E) FLOORS, WALLS, CEILINGS & FINISHES TO REMAIN.

J. REMOVE AND STORE MATERIAL AND EQUIPMENT WHERE INDICATED TO

BE SALVAGED OR RELOCATED.

K. WHEN REMOVING FLOOR FINISHES REMOVE ALL ADHESIVE, GROUT,

RESIDUE AND DEBRIS.

L. UNLESS NOTED OTHERWISE REMOVE ALL EXISTING CARPET AND

CARPET BASE WITHIN WORK AREA.

M. REMOVE ALL EXISTING SUSPENDED ACOUSTICAL CEILING TILES WITHIN

WORK AREA BEFORE DEMOLITION BEGINS. STORE UNDAMAGED TILE

FOR REUSE.

N. REMOVE PORTIONS OF THE EXISTING SUSPENDED CEILING GRID IN

ORDER TO ACCESS ABOVE CEILING AREAS AS NEEDED TO

ACCOMPLISH WORK OF THIS CONTRACT.

O. AT CEILINGS SCHEDULED FOR REMOVAL, REMOVE CEILING SYSTEM

INCLUDING BUT NOT LIMITED TO GRID, TILE, AND SUPPORT SYSTEM IF

NOT REUSABLE, TO ALLOW FOR NEW CONSTRUCTION.

P. COORDINATE WITH ELECTRICAL FOR ITEMS TO BE DEMOLISHED,

REMOVED, AND/OR SALVAGED.

Q. COORDINATE WITH MECHANICAL/PLUMBING FOR ITEMS TO BE

DEMOLISHED, AND/OR SALVAGED.

R. COORDINATE WITH OWNERS MODULAR SYSTEMS FURNITURE

CONTRACTOR FOR CHANGES TO FURNITURE AND SYSTEM CASEWORK.

0' 8' 16'4'N

ACTION - KEYNOTES

11 EXISTING, STEEL COLUMN, TO REMAIN

12 EXISTING, OPEN WEB STEEL TRUSSES, TO REMAIN

13 EXISTING, COLLECTING GIRDER BEAM, TO REMAIN

D3 REMOVE, PROTECT AND STORE HEATER UNIT, TYP.

D4 REMOVE, PROTECT AND STORE SUSPENDED LIGHT, TYP.

D6 EXISTING SKYLIGHT TO REMAIN, TYP.

D7 EXISTING ROOF DECK TO REMAIN, TYP.

D8 REMOVE HVAC DUCTING, ROUTE PER MECHANICAL

D11 REMOVE PORTION OF ROOF & DECKING FOR HVAC UNITS

AND PENETRATIONS; SEE MECHANICAL

D14 EXISTING MECHANICAL GRILLE TO REMAIN

4.44.4

4.54.5

D6D6

D6 D6

D10

D11

D12

D11

EXISTING OBJECT

OBJECT TO BE DEMOLISHED

ELEMENT PATTERNS

DEMOLITION LEGEND

AREA NOT IN

SCOPE OF WORK

EXISTING

MEMBRANE

ROOFING.

DEMOLISHED

MEMBRANE

ROOFING.

REVISIONS:

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DEMOLITION

ROOF PLAN

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1/4" = 1'-0"1 DEMOLITION ROOF PLAN

GENERAL NOTES - DEMOLITION

A. THE ADJACENT EXISTING FACILITIES SHALL REMAIN IN FULL

OPERATION DURING DEMOLITION AND DURING ALL CONSTRUCTION

WORK.

B. MAINTAIN SAFE ACCESS TO AND EGRESS FROM THE BUILDING AT ALL

TIMES. DO NOT BLOCK ANY REQUIRED EXIT PATHS.

C. PREVENT INTERRUPTION IN UTILITIES OR SERVICES THAT WOULD

INCONVENIENCE BUILDING OCCUPANTS.

D. COORDINATE WITH THE OWNER TO MAINTAIN CONTINUITY OF

OWNER'S OPERATIONS.

E. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.

F. COORDINATE WITH OWNER FOR REMOVAL AND STORAGE OF (E)

EQUIPMENT AND CASEWORK TO BE SALVAGED.

G. REMOVE EXISTING DOOR WALL STOPS WHERE DOORS NO LONGER

EXIST.

H. REMOVE ALL (E) HOOKS, ANCHORS AND OTHER WALL-MOUNTED

APPURTENANCES NOT TO BE REUSED.

I. PROTECT (E) FLOORS, WALLS, CEILINGS & FINISHES TO REMAIN.

J. REMOVE AND STORE MATERIAL AND EQUIPMENT WHERE INDICATED TO

BE SALVAGED OR RELOCATED.

K. WHEN REMOVING FLOOR FINISHES REMOVE ALL ADHESIVE, GROUT,

RESIDUE AND DEBRIS.

L. UNLESS NOTED OTHERWISE REMOVE ALL EXISTING CARPET AND

CARPET BASE WITHIN WORK AREA.

M. REMOVE ALL EXISTING SUSPENDED ACOUSTICAL CEILING TILES WITHIN

WORK AREA BEFORE DEMOLITION BEGINS. STORE UNDAMAGED TILE

FOR REUSE.

N. REMOVE PORTIONS OF THE EXISTING SUSPENDED CEILING GRID IN

ORDER TO ACCESS ABOVE CEILING AREAS AS NEEDED TO

ACCOMPLISH WORK OF THIS CONTRACT.

O. AT CEILINGS SCHEDULED FOR REMOVAL, REMOVE CEILING SYSTEM

INCLUDING BUT NOT LIMITED TO GRID, TILE, AND SUPPORT SYSTEM IF

NOT REUSABLE, TO ALLOW FOR NEW CONSTRUCTION.

P. COORDINATE WITH ELECTRICAL FOR ITEMS TO BE DEMOLISHED,

REMOVED, AND/OR SALVAGED.

Q. COORDINATE WITH MECHANICAL/PLUMBING FOR ITEMS TO BE

DEMOLISHED, AND/OR SALVAGED.

R. COORDINATE WITH OWNERS MODULAR SYSTEMS FURNITURE

CONTRACTOR FOR CHANGES TO FURNITURE AND SYSTEM CASEWORK.

0' 8' 16'4'N

ACTION - KEYNOTES

25 EXISTING DUCTLESS HVAC UNITS

26 EXISTING FALL PROTECTION RAILING

D6 EXISTING SKYLIGHT TO REMAIN, TYP.

D10 EXISTING MEMBRANE ROOFING TO REMAIN

D11 REMOVE PORTION OF ROOF & DECKING FOR HVAC UNITS

AND PENETRATIONS; SEE MECHANICAL

D12 EXISTING ROOF VENT TO REMAIN; PROTECT DURING

CONSTRUCTION

4.44.4

4.54.5

A542A541

A301

V.I.F.

14' - 4" 30' - 8"

59 SF

JAN

88 SF

TOOL

OFFICE

154 SF

HALL

404 SF

TOOL ROOM

719 SF

CREW ROOM

604 SF

STAGING

A541 3

101 102

A6 A6

12 3600-C

06 4100-J

12 3600-F

A301

1' - 8"1' - 8"

3' - 11 1/4"

11 11

06 4100-C 06 4100-F

8" C

V.I.F.

6 1/2"

I.F

5/ 8"

15 15

A301

11 11

06 2000-I06 2000-I

06 2000-I

06 2000-J

06 2000-J 06 2000-I

EXISTING WALL ASSEMBLY

NEW WALL ASSEMBLY

WALL PATTERNS

AREA NOT IN

SCOPE OF WORK

REVISIONS:

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FIRST FLOOR

PLAN

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0' 8' 16'4'N

GENERAL NOTES - FLOOR PLANS

A. DIMENSIONS SHOWN ARE TO THE FACE OF STUD FOR NEW

CONSTRUCTION BUT TO FACE OF FINISH FOR EXISTING CONSTRUCTION,

CONCRETE OR MASONRY UNLESS OTHERWISE NOTED. CONTACT THE

ARCHITECT FOR ANY ADDITIONAL DIMENSIONS REQUIRED TO LAY OUT

THE WORK.

B. MASONRY DIMENSIONS ARE THE ACTUAL MASONRY UNIT SIZES UNLESS

OTHERWISE NOTED.

C. REFER TO WALL ASSEMBLY INFORMATION FOR WALL CONSTRUCTION

AND THICKNESS.

D. ALL EXISTING AND NEW WALLS, AND GYP. BD. CEILINGS IN WORK AREAS

TO BE PAINTED.

E. REPAIR PATCHED SURFACES THAT ARE DAMAGED, LIFTED,

DISCOLORED, OR SHOWING OTHER IMPERFECTIONS DUE TO PATCHING

WORK. IF DEFECTS ARE DUE TO CONDITION OF SUBSTRATE, REPAIR

SUBSTRATE PRIOR TO REPAIRING FINISH.

F. WHERE (E) FLOOR IS TO REMAIN, PROTECT FROM DAMAGE. PATCH AND

REPAIR ANY HOLES IN CONCRETE SLAB CAUSED BY DEMOLITION OF

EXISTING WALLS, (I.E. WALL ANCHORS).

G. PATCH AND REPAIR ANY WALL AND CEILING LOCATIONS WHERE

EXISTING ELECTRICAL AND VOICE/DATA OUTLET, JUNCTION BOXES, AND

SIMILAR WALL MOUNTED ITEMS ARE REMOVED OR ABANDONED WITHIN

THE WORK AREA.

H. PATCH AND REPAIR WALL AND CEILING SURFACES WHERE MODULAR

SYSTEMS FURNITURE WAS REMOVED BY SEPARATE CONTRACTOR.

I. PATCH AND REPAIR ANY WALL LOCATIONS WHERE EXISTING WALL

COVERING HAS BEEN REMOVED WITHIN THE WORK AREA.

J. PATCH AND REPAIR ANY WALL LOCATIONS WHERE EXISTING WALL BASE

HAS BEEN REMOVED WITHIN THE WORK AREA.

K. PATCH AND REPAIR ANY WALL LOCATIONS WHERE EXISTING

EQUIPMENT, ACCESSORIES, HARDWARE OR OTHER SURFACE MOUNTED

ELEMENTS HAVE BEEN REMOVED WITHIN THE WORK AREA

L. VERIFY LOCATION OF PROX-CARD READERS, AUTOMATIC DOOR

OPENERS AND WIRELESS ACTUATORS WITH ARCHITECT DURING

ROUGH-IN PHASE OF THE WORK.

M. ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, AND SMOKE

BARRIERS MUST HAVE THE FOLLOWING NOTE: STENCIL OR PAINT IN 3 ”

LETTERS ON EACH SIDE OF FIRE/SMOKE BARRIER, AT EACH FLOOR

“FIRE AND/OR SMOKE BARRIER – PROTECT ALL OPENINGS”.

O. ADD STRAPING @ WALL STUDS PER SPECIFICATIONS, SECTION 09 2216

1/4" = 1'-0"1 FLOOR PLAN

ACTION - KEYNOTES

2 FLAT SCREEN DISPLAY AND MOUNTING BRACKET, OFOI.

4 EXISTING 30" FRIDGE/FREEZER, OFOI

5 MARKER BOARD, OFOI.

11 EXISTING, STEEL COLUMN, TO REMAIN

15 EXISTING SKYLIGHT TO REMAIN; PROTECT DURING

CONSTRUCTION

27 ALIGN WALL FINISH WITH EXISTING WALL FINISH

28 MAINTAIN GAP BETWEEN EXISTING STEEL FRAMING AND

NEW WALL; V.I.F. WALL LOCATION BASED OFF (E) TRUSS

LAYOUT ABOVE.

29 ALIGN WALL WITH SKYLIGHT OPENING PER DETAIL; V.I.F.

31 EXISITING CHAINLINK FENCE POST REMAINS

SPECIFICATION NOTES

06 2000-I INTERIOR MDO PLYWOOD PANELS

06 2000-J UPGRADED MDO PLYWOOD PANEL FASTENERS AT MDO

PANELS BEHIND UPPER CABINETS

06 4100-C 12" DEEP UPPER CABINET WITH DOORS AND ADJUSTABLE

SHELVES. PLAM FINISH AT UNDERSIDE OF CABINET, TYP

06 4100-F 23" DEEP BASE CABINET WITH DOORS AND ADJUSTABLE

SHELVES

06 4100-J 12" DEEP OPEN UPPER CABINET WITH ADJUSTABLE

SHELVES. PLAM FINISH AT UNDERSIDE OF CABINET, TYP

12 3600-C 24" DEEP COUNTERTOP WITH 4" BACKSPLASH

12 3600-F STAINLESS STEEL TRANSACTION COUNTER, CLEAN AND

PROTECT DURING CONSTRUCTION

REV 1 Date 1

WAP

4.44.4

4.54.5

A301

604 SF

STAGING

404 SF

TOOL ROOM

719 SF

CREW ROOM

A301

13 131111

26 0000-C

09 8430-B

A122

OTS

ACP-1ACP-1

ACP-1

ACP-1 ACP-1

23 0000-F

09 8430-C

OTS

09 8430-A

23 0000-F

A301

12 12 12 12 12 12 12 12 12

23 0000-F

26 0000-C

23 0000-F

23 0000-J

CEILING MATERIAL LEGEND

EXISTING EXPOSED

STEEL DECK WITH

EXPOSED

STRUCTURE

ACOUSTIC BAFFLES

AND STRUCTURAL

SUPPORT GRID

CEILING SYMBOLS

LIGHT FIXTURES.

SEE ELECTRICAL FOR TYPE

OTS OPEN TO STRUCTURE

EXIT SIGN

EXISTING WALL ASSEMBLY

NEW WALL ASSEMBLY

WALL PATTERNS

AREA NOT IN

SCOPE OF WORK

REVISIONS:

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C H

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E O

F x

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FIRST FLOOR

REFLECTED

CEILING PLAN

R M

O D

R oo se ve lt O pe ra tio ns

C en te r

R oo se ve lt Bl vd

Eu ge ne , O

1/4" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR

GENERAL NOTES - REFLECTED CEILING...

A. SEE MECHANICAL ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL CEILING INFORMATION

B. ALL CEILING HEIGHTS SHOWN ARE FROM FINISHED FLOOR UNLESS

NOTED OTHERWISE

C. ALL DIMENSIONS FROM FACE OF STUD FOR NEW CONSTRUCTION, BUT TO

FACE OF FINISH FOR EXISTING CONSTRUCTION OR MASONRY WALL

UNLESS NOTED OTHERWISE

D. PAINT INTERIOR OF ALL EXPOSED METAL DECK AND ROOF FRAMING

UNLESS OTHERWISE NOTED.

E. PAINT ALL M&E INSTALLATION WITHIN THE SCOPE OF WORK TO MATCH

EXISTING BUILDING STANDARD

F. SLOPED CEILING SURFACES SHOWN IN PLAN VIEW WILL APPEAR LESS

THAN TRUE LENGTH. SEE SECTIONS AND DETAILS FOR ACTUAL

DIMENSIONS.

0' 16' 32'8'N

SPECIFICATION NOTES

09 8430-A SUSPENDED ACOUSTICAL CEILING LINEAR BAFFLES

09 8430-B SUSPENDED ACOUSTICAL CEILING SUPPORT HANGER

09 8430-C DIRECT ATTACHED ACOUSTICAL CEILING PANEL

23 0000-F DUCTWORK, SEE MECHANICAL; PAINT TO MATCH EXISTING

23 0000-J HEATER, SEE MECHANICAL

26 0000-C LIGHTING, SEE ELECTRICAL

ACTION - KEYNOTES

11 EXISTING, STEEL COLUMN, TO REMAIN

12 EXISTING, OPEN WEB STEEL TRUSSES, TO REMAIN

13 EXISTING, COLLECTING GIRDER BEAM, TO REMAIN

14 EXISTING COIL DOORS TO REMAIN; PROTECT DURING

CONSTRUCTION

15 EXISTING SKYLIGHT TO REMAIN; PROTECT DURING

CONSTRUCTION

18 EXISTING INTERIOR LIGHTS FIXTURES TYP. MAINTAIN AND

PROTECT DURING CONSTRUCTION; NOTIFY OWNER IF

FIXTURES ARE IN NEED OF REPAIR

ACOUSTIC PANEL SCHEDULE

Mark Count Brand Color Length Width

ACP-1 7 TECTUM WHITE 4' - 0" 2' - 0"

4.44.4

4.54.5

A301

ACB-1.H

ACB-1.F

ACB-1.B

ACB-1.D

ACB-1.A

ACB-1.D

ACB-1.H

ACB-1.C

ACB-1.F ACB-1.A

ACB-1.E

ACB-1.BACB-1.D

ACB-1.D

ACB-1.F

ACB-1.H

ACB-1.D

ACB-1.H

ACB-1.F

ACB-1.H

ACB-1.E

ACB-1.H

ACB-1.C

ACB-1.H

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.A ACB-1.B

ACB-1.D

ACB-1.G

ACB-1.E

ACB-1.F

ACB-1.E

ACB-1.D

ACB-1.H

ACB-1.F

ACB-1.H

ACB-1.B

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.C

ACB-1.D

ACB-1.H

ACB-1.G

ACB-1.H

ACB-1.B

ACB-1.H

ACB-1.D

ACB-1.F

ACB-1.B

ACB-1.C

ACB-1.D

ACB-1.A

ACB-1.D

ACB-1.C

ACB-1.D

ACB-1.F

ACB-1.G

ACB-1.D

ACB-1.F

ACB-1.E

ACB-1.H

ACB-1.D

ACB-1.B

ACB-1.E

ACB-1.D

ACB-1.C

ACB-1.B

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.A

ACB-1.B

ACB-1.D

ACB-1.C

ACB-1.D

ACB-1.B

ACB-1.D

ACB-1.G

ACB-1.E

O.C. TYP.

2' - 0"

CLR.

2' - 6"

CLR.

1' - 0"

CLR.

2' - 6"

MIN. O.H.

CLR.

2' - 6"

-0 " M

CLR.

1' - 0"

CLR.

1' - 0"

ACB-1.F

-0 " M

CLR.

1' - 0"

CLR.

1' - 0"

O.C. TYP.

2' - 0"

4" 4"

ACB-1.A

ACB-1.D

5 1/2"

ACB-1.E

ACB-1.A

ACB-1.C

ACB-1.A

ACB-1.B

4 1/2"

ACB-1.B

6" T

. B

G 1'

-0 " T

. B

ALIGN, TYP.

REVISIONS:

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ENLARGED

REFLECTED

CEILING PLAN

- ACOUSTICAL

LAYOUT

R M

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C en te r

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SPECIFICATION NOTES

GENERAL NOTES - REFLECTED CEILING...

A. SEE MECHANICAL ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL CEILING INFORMATION

B. ALL CEILING HEIGHTS SHOWN ARE FROM FINISHED FLOOR UNLESS

NOTED OTHERWISE

C. ALL DIMENSIONS FROM FACE OF STUD FOR NEW CONSTRUCTION, BUT TO

FACE OF FINISH FOR EXISTING CONSTRUCTION OR MASONRY WALL

UNLESS NOTED OTHERWISE

D. PAINT INTERIOR OF ALL EXPOSED METAL DECK AND ROOF FRAMING

UNLESS OTHERWISE NOTED.

E. PAINT ALL M&E INSTALLATION WITHIN THE SCOPE OF WORK TO MATCH

EXISTING BUILDING STANDARD

F. SLOPED CEILING SURFACES SHOWN IN PLAN VIEW WILL APPEAR LESS

THAN TRUE LENGTH. SEE SECTIONS AND DETAILS FOR ACTUAL

DIMENSIONS.

0' 16' 32'8'N

ACTION - KEYNOTES

15 EXISTING SKYLIGHT TO REMAIN; PROTECT DURING

CONSTRUCTION

1/2" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR

ACOUSTIC BAFFLE SCHEDULE

Mark Count Brand Color Length Depth

ACB-1.A 9 TURF AZURE 3' - 0" 11 1/2"

ACB-1.B 22 TURF AZURE 4' - 0" 11 1/2"

ACB-1.C 8 TURF AZURE 5' - 0" 11 1/2"

ACB-1.D 35 TURF AZURE 6' - 0" 11 1/2"

ACB-1.E 8 TURF AZURE 7' - 0" 11 1/2"

ACB-1.F 11 TURF AZURE 8' - 0" 11 1/2"

ACB-1.G 4 TURF AZURE 9' - 0" 11 1/2"

ACB-1.H 21 TURF AZURE 9' - 11" 11 1/2"

ACP-1 7 TECTUM WHITE 4' - 0" 2"

ROOF ASSEMBLY LEGEND:

(EXISTING) THERMOPLASTIC

POLYOEFIN (TPO) ROOF ASSEMBLY

AREA NOT IN

SCOPE OF WORK

4.44.4

4.54.5

A301

15 15

23 0000-E

23 0000-B

A560 ______1

A560

REVISIONS:

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C H

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ROOF PLAN

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SPECIFICATION NOTES

23 0000-B HVAC PACKAGE UNIT, SEE MECHANICAL

23 0000-E ROOF VENT, SEE MECHANICAL

GENERAL NOTES - ROOF PLANS

A. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR

SIZE AND LOCATIONS OF ALL THROUGH ROOF PENETRATIONS. FLASH

NEW PENETRATIONS TO ROOF IN ACCORDANCE WITH ROOFING

MANUFACTURER’S STANDARD DETAILS.

1/4" = 1'-0"1 ROOF PLAN

0' 16' 32'8'N

ACTION - KEYNOTES

15 EXISTING SKYLIGHT TO REMAIN; PROTECT DURING

CONSTRUCTION

17 EXISTING ROOF VENT TO REMAIN; PROTECT DURING

CONSTRUCTION

19 EXISTING SINGLE PLY MEMBRANE ROOF

25 EXISTING DUCTLESS HVAC UNITS

26 EXISTING FALL PROTECTION RAILING

FINISH FLOOR

T.O. ACOUSTIC PANELS

13' - 0"

F G H J

404 SF

TOOL ROOM

719 SF

CREW ROOM

59 SF

JAN

154 SF

HALL

604 SF

STAGING

A301

A558

A555

A558

A555

A558

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

4.45 4.5

A301

719 SF

CREW ROOM

A558

______2 A558

A558

A560

A558

A553

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

604 SF

STAGING

404 SF

TOOL ROOM

A558

A555

REVISIONS:

O N

C H

O M

E O

F x

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01.01.2018

BUILDING

SECTIONS

R M

O D

R oo se ve lt O pe ra tio ns

C en te r

R oo se ve lt Bl vd

Eu ge ne , O

1/4" = 1'-0"1 N-S SECTION

1/4" = 1'-0"2 E-W SECTION

1/4" = 1'-0"3 TOOL ROOM @ STAGING

ROOM FINISH AND MATERIALS LEGEND

ABBV. DESCRIPTION ABBV. DESCRIPTION

B-1 BASE - RUBBER

SPECIFICATION: 09 6500 RESILIENT FLOORING

MANUFACTURER: BASIS OF DESIGN: ROPPE, PINNACLE RUBBER BASE

COLOR: TO MATCH (E), FROM MFR'S STANDARD COLORS

SIZE: 4" HIGH

WPR-1 WALL PROTECTION

SPECIFICATION: 10 2600 WALL AND DOOR PROTECTION

MANUFACTURER: INPRO

MATERIAL: STAINLESS STEEL

TYPE: DIAMOND PLATE

SIZE: 4' x 10' THICKNESS: .05" (1.3mm)

SS-1 STAINLESS STEEL COUNTERTOP

SPECIFICATION: 12 3600 - COUNTERTOPS

MANUFACTURER: CUSTOM COUNTERTOPS

COLOR: TYPE 304, 16GA, 4B SATIN BRUSHED

TYPE: STAINLESS STEEL

ACP - 1 ACOUSTIC CEILING PANEL

SPECIFICATION: 09 5100 ACOUSTICAL CEILING

MANUFACTURER: ARMSTRONG

COLOR: WHITE

PRODUCT: TECTUM

SIZE: 4' x 2'

PL-2 PLASTIC LAMINATE

SPECIFICATION: 06 4100 ARCHITECTURAL WOOD CASEWORK

MANUFACTURER: WILSONART LAMINATE

COLOR: 4857-60: SHADOW ZEPHYR

PL-1 PLASTIC LAMINATE

SPECIFICATION: 06 4100 ARCHITECTURAL WOOD CASEWORK

MANUFACTURER: WILSONART LAMINATE

COLOR: 4878-38: PEWTER MESH

ACB - 1.X ACOUSTIC CEILING BAFFLE

SPECIFICATION: 09 5100 ACOUSTICAL CEILING

MANUFACTURER: TURF

COLOR: 31 AZURE

PRODUCT: STRAIGHT

SIZE: 11.5" D

LENGTH: VARIES

PT-2 PAINT COLOR - HOLLOW METAL DOORS AND FRAMES

SPECIFICATION: 09 9000 PAINTING AND COATING

MANUFACTURER: BASIS OF DESIGN, TNEMEC

COLOR: TO MATCH EXISTING

TYPE: PULYURETHANE

PT-1 PAINT COLOR - MAIN WALLS & CEILING

SPECIFICATION: 09 9000 PAINTING AND COATING

MANUFACTURER: BASIS OF DESIGN SHERWIN WILLIAMS

COLOR: TO MATCH EXISTING

TYPE: LATEX (FOR MDO). PVA (FOR GYP.)

PT-3 PAINT COLOR - STRUCTURAL BEAMS

SPECIFICATION: 09 9000 PAINTING AND COATING

MANUFACTURER: BASIS OF DESIGN SHERWIN WILLIAMS

COLOR: TO MATCH EXISTING

TYPE: LATEX EPOXY ENAMEL

PT-4 PAINT COLOR - CEILING & DUCTING

SPECIFICATION: 09 9000 PAINTING AND COATING

MANUFACTURER: BASIS OF DESIGN SHERWIN WILLIAMS

COLOR: TO MATCH EXISTING

TYPE: LATEX ENAMEL

4.44.4

4.54.5

(E) CONC/ B-1

CREW ROOM

/ P

T-

/ P

T-

PLY & GYP/ PT-1

(E) CONC/ B-1

TOOL ROOM

/ P

T-

/ P

T-

PLY & GYP/ PT-1

(E) CONC/ B-1

STAGING

/ P

T-

(E)/ PT-1

A301

03 3000-N

(E) CONC/ B-1

WAREHOUSE

PLY & GYP/ PT-1

09 9123-G

03 3000-N

A301

FINISH PLAN LEGEND

XXX/ XXX

Name

XXX/ XXX

WEST WALL:

WALL MATERIAL/ FINISH

ROOM NUMBER

SOUTH WALL:

WALL MATERIAL/ FINISH

EAST WALL:

WALL MATERIAL/ FINISH

ROOM NAME

FLOOR MATERIAL/ BASE

NORTH WALL:

WALL MATERIAL/ FINISH

(E) CONCRETE FLOOR:

CONC-1

EXISTING WALL ASSEMBLY

NEW WALL ASSEMBLY

WALL PATTERNS

AREA NOT IN

SCOPE OF WORK

REVISIONS:

O N

C H

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FINISH PLAN

AND

MATERIALS

LEGEND

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GENERAL NOTES - FINISH SCHEDULE

A WHERE "VARIES" SEE INTERIOR ELEVATION.

1/4" = 1'-0"1 FINISH PLAN - GROUND FLOOR

0' 16' 32'8'

SPECIFICATION NOTES

03 3000-N PATCH AND REPAIR CONCRETE FROM REMOVED

FASTENERS

09 9123-G CONTINUE PAINT ON EXISTING WALL TO BREAK POINT.

ACTION - KEYNOTES

31 EXISITING CHAINLINK FENCE POST REMAINS

33 REPLACE WALL TRIM AT LOCATIONS WHERE TRIM IS

MISSING

MTL. STUD TRACK

5/8" GYP BD EACH

SIDE

LINE OF STRUCTURE

FLOOR PLAN

DESIGNATION

NO SOUND

ATTENUATION

FLOOR PLAN

DESIGNATION

WITH SOUND

ATTENUATION

STUD

SIZE

PART

WIDTH

FIRE

RATING

LISTING WITH SOUND

STC:

NO SOUND

REMARKS

4" 5 1/2" NON-

RATED N/A 52

W/ 3 1/2" SAB

A4 A4

TYPE "A"

6" 7 1/2" NON-

RATED N/A 53

W/ 5 1/2" SAB

A6 A6

SOUND ATTENUATION

BLANKET AT

ACOUSTIC WALLS

MTL. STUD SLIP TRACK

3/4" PLYWOOD EACH

SIDE UP TO 7'-1" (V.I.F.).

GYPSUM ABOVE

UL U419

UL U305 (SIM)

TAG

PLACEMENT

SIDE

SEALANT

1/2" RESILIENT CHANNEL

T.O. DOOR TRIM

3/4" X 1-1/2" WD

TRIM, PAINT

CORNER BEAD, TYP.

CONT. 2" WIDE X

22 GA. MTL STRAP

SCHEDULED BASE

GENERAL NOTES

NUMERIC

CHARACTER

STUD

WIDTH

CMU

WIDTH

3/4" 1 1/2" 2 1/2"

4" 6"

7 1/4"

3 5/8" 5 5/8" 7 5/8" 9 5/8"

11 5/8"

1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION,

GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS.

2. THERE ARE TWO TYPES OF SYMBOL DESIGNATIONS, ONE FOR PARTITIONS NOT

REQUIRING SOUND ATTENUATION AND ANOTHER FOR PARTITIONS WHICH

REQUIRE SOUND ATTENUATION. REFER TO PARTITION MATRICES FOR SOUND

ATTENUATION BLANKET (SAB) MINIMUM THICKNESS FOR STC INDICATED.

4. IF NO SYMBOL DESIGNATION IS PROVIDED, THE STUD SIZE WILL BE 3 1/2".

5. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY

AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.

6. ALL DIMENSIONS ON THIS SHEET ARE FROM FACE OF GYPSUM BOARD TO FACE

OF GYPSUM BOARD. REFER TO PARTITION MATRICES FOR PARTITION WIDTH

DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN.

7. SEALANT:

A. FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE/SMOKE

FIRE RESISTANT FILL MATERIAL IN CONJUNCTION WITH AN APPROPRIATE

RATED FIRE/SMOKE FIRE STOPPING SYSTEM.

B. NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT

PARTITIONS SHALL USE ACOUSTICAL SEALANT.

8. INSULATION: - HEAD CONDITIONS AT FLOOR/ROOF DECK

A. FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL

WOOL INSULATION.

B. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION

SHALL USE SOUND ATTENUATION BLANKETS (SAB).

C. PROVIDE FULL THICKNESS INSULATION INSIDE ALL STUD

BOX BEAMS AND HEADERS WHICH OCCUR IN WALLS

WITH SOUND ATTENUATION.

9. REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM

SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM

BOARD ASSEMBLIES.

10. FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKETS

(SAB), EXTEND SAB TO FULL HEIGHT OF PARTITION UNLESS OTHERWISE

INDICATED. FLOOR TRACK TO BE SET IN A CONT BED OF SEALANT.

11. FIRE RESISTANT RATINGS ARE TO SURROUND ALL OPENINGS IN RATED

PARTITIONS.

12. FIRE RESISTANT PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF

EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

13. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR

MOUNTING DETAIL INFORMATION.

14. REFER TO THE METAL FABRICATIONS DETAILS FOR MF REFERENCES IN

PARTITIONS SECTION.

15. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING INFORMATION.

16. MASONRY REINFORCEMENT: REFERENCE STRUCTURAL DRAWINGS.

17. AT EACH FLOOR ON ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, AND

SMOKE BARRIERS, STENCIL OR PAINT IN 3 ” LETTERS ON EACH SIDE OF

FIRE/SMOKE BARRIER, THE FOLLOWING NOTE: “FIRE AND/OR SMOKE BARRIER –

PROTECT ALL OPENINGS”.

3. THERE ARE TWO SYMBOL DESIGNATION SYSTEMS USED. THE FIRST SYSTEM

CONSISTS OF TWO AND THREE CHARACTERS, THE FIRST CHARACTER IS A

LETTER INDICATING THE PARTITION TYPE. THE SECOND CHARACTER IS NUMERIC

INDICATING THE STUD OR CMU WIDTH. REFER TO LEGEND BELOW. THIS SYSTEM

IS USED TO DEFINE WALL TYPES: A, B, C, D, E, F, H, J, K, M, N, P

1 HR FIRE BARRIER

NON-RATED

SYMBOL DESIGNATIONS

(NO SOUND ATTENUATION)

SYMBOL DESIGNATION

(WITH SOUND

ATTENUATION)

X# X#

REVISIONS:

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WALL

ASSEMBLY

INFORMATION

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HEIGHTS FOR ADULTS

ACCESS

CONTROL

CARD

READER

FIRE

ALARM

PULL

STATION

U .N

COAT/

ROBE

HOOK

0" M

DISPLAY

MONITOR

EMERGENCY

DEFIBRILLATOR

FIRE

EXTINGUISHER

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MOUNTING

HEIGHT

SCHEDULE

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B-1 4" RUBBER BASE

PT - 1 PAINT COLOR

TYPE - 1

WHITE

PL - 1 PLASTIC LAMINATE

TYPE - 1

PEWTER MESH

FINISH TAG

TAG LEGEND

CASEWORK TAGA1.1

PL - 2 PLASTIC LAMINATE

TYPE - 2

SHADOW ZEPHYR

PT - 2 PAINT COLOR

TYPE - 2

WHITE

SS - 1 STAINLESS STEEL

TYPE - 1 WPR - 1 WALL PROTECTION

TYPE - 1

DIAMOND PLATE

PT - 3 PAINT COLOR

TYPE - 3

WHITE

PT - 4 PAINT COLOR

TYPE - 4

WHITE

ACB - 1.X ACOUSTIC

CEILING BAFFLES

TYPE - 1

AZURE

ACP - 1 ACOUSTIC

CEILING PANEL

TYPE - 1

WHITE

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

4.44.51 A301

08 5621-A

PT-1

12 3600-F

06 4100-J

08 1113-C

B-1

WPR-1

10 2600-A

A301

23 0000-F

PT-4

PT-2

09 8430-C

ACP-1

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

4.4 4.5 1 A301

08 1113-C

06 4100-J

B-1

PT-1

PT-4

23 0000-K

23 0000-F

05 1200-F

PT-3

PT-2

09 8430-C

ACP-1

15 15

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

26 0000-C

B-1

PT-1

10 2600-A

WPR-1

23 0000-F

22 0000-R

PT-4

05 1200-F

PT-3

09 8430-C

ACP-1

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

26 0000-C

B-1

PT-1

23 0000-F

23 0000-K

PT-4

05 1200-F

PT-3

09 8430-C

ACP-1

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

A301

08 5621-A

12 3600-C

08 1113-C

B-1

PT-1

10 2600-A

WPR-1

A301

PT-2

23 0000-J

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INTERIOR

ELEVATIONS -

TOOL ROOM

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ACTION - KEYNOTES

9 7' TALL OPEN METAL SHELVING, OFOI

10 GRINDER, OFOI

12 EXISTING, OPEN WEB STEEL TRUSSES, TO REMAIN

15 EXISTING SKYLIGHT TO REMAIN; PROTECT DURING

CONSTRUCTION

22 TOOL CABINET, OFOI

23 WORK TABLE, OFOI

30 EXISTING GRINDER SHELF; OFOI

SPECIFICATION NOTES

05 1200-F RETROFIT EXISTING, OPEN WEB STEEL TRUSSES, SEE

STRUCTURAL; PAINT TO MATCH EXISTING

06 4100-J 12" DEEP OPEN UPPER CABINET WITH ADJUSTABLE

SHELVES. PLAM FINISH AT UNDERSIDE OF CABINET, TYP

08 1113-C HOLLOW METAL DOOR AND FRAME

08 5621-A SLIDING TRANSACTION WINDOW

09 8430-C DIRECT ATTACHED ACOUSTICAL CEILING PANEL

10 2600-A DIAMOND PLATE WALL PROTECTION

12 3600-C 24" DEEP COUNTERTOP WITH 4" BACKSPLASH

12 3600-F STAINLESS STEEL TRANSACTION COUNTER, CLEAN AND

PROTECT DURING CONSTRUCTION

22 0000-R PNEUMATIC AIR PIPING, SEE MECHANICAL

23 0000-F DUCTWORK, SEE MECHANICAL; PAINT TO MATCH EXISTING

23 0000-J HEATER, SEE MECHANICAL

23 0000-K GRILLE, SEE MECHANICAL; COLOR TO MATCH EXISTING

26 0000-C LIGHTING, SEE ELECTRICAL

GENERAL NOTES - INTERIOR ELEVATION

A. SEE FINISH PLANS FOR CORNER GUARD LOCATIONS.

B. INTERIOR ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS, U.N.O. (I.E.

ANGLED, CURVED)

C. SEE PROJECT MANUAL, FINISH PLANS, REFLECTED CEILING PLANS,

INTERIOR ELEVATIONS, AND INTERIOR FINISH LEGEND FOR

ADDITIONAL FINISH INFORMATION

D. SEE DOOR AND FRAME TYPES FOR ADDITIONAL FINISH INFORMATION

AND REFERENCE TO DETAILS. DOOR SWINGS INDICATED BY DASHED

LINES SHOWN ON ELEVATIONS ARE FOR REFERENCE ONLY.

E. PROVIDE BLOCKING AND BACKING FOR ALL WALL-MOUNTED

EQUIPMENT AND FIXTURES TO BE FURNISHED BY THE CONTRACTOR

OR OWNER.

F. SEE ALSO ELECTRICAL, MECHANICAL, PLUMBING, AND TECHNOLOGY

DRAWINGS FOR ADDITIONAL WALL MOUNTED EQUIPMENT AND

FIXTURES.

1/4" = 1'-0"1 TOOL ROOM - ELEVATION - S

TOOL ROOM - ELEVATION - N

1/4" = 1'-0"2 TOOL ROOM - ELEVATION - E

TOOL ROOM - ELEVATION - W

1/4" = 1'-0"3 WAREHOUSE STAGING - ELEVATION - N

B-1 4" RUBBER BASE

PT - 1 PAINT COLOR

TYPE - 1

WHITE

PL - 1 PLASTIC LAMINATE

TYPE - 1

PEWTER MESH

FINISH TAG

TAG LEGEND

CASEWORK TAGA1.1

PL - 2 PLASTIC LAMINATE

TYPE - 2

SHADOW ZEPHYR

PT - 2 PAINT COLOR

TYPE - 2

WHITE

SS - 1 STAINLESS STEEL

TYPE - 1 WPR - 1 WALL PROTECTION

TYPE - 1

DIAMOND PLATE

PT - 3 PAINT COLOR

TYPE - 3

WHITE

PT - 4 PAINT COLOR

TYPE - 4

WHITE

ACB - 1.X ACOUSTIC

CEILING BAFFLES

TYPE - 1

AZURE

ACP - 1 ACOUSTIC

CEILING PANEL

TYPE - 1

WHITE

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

A301

06 4100-C

06 4100-L

09 8430-A

B-1

PT-1

06 4100-F

12 3600-C

ACB-1.X

PT-3

05 1200-F

23 0000-F

23 0000-F 05 1200-F

09 8430-B

PT-3

PT-4

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

H J

A301

B-1

PT-1

05 1200-F

23 0000-F

23 0000-K

09 8430-A

09 8430-B

23 0000-F 09 8430-B

09 8430-A

ACB-1.X

PT-3

ACB-1.X

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

4.4 4.5 1 A301

09 8430-A

26 0000-C

06 4100-F

12 3600-A B-1

PT-1

06 4100-C

09 8430-B

ACB-1.X

05 1200-F

23 0000-F

PT-4

PT-3

23 0000-F

FINISH FLOOR

CLR

13' - 0"

T.O. ACOUSTIC PANELS

13' - 0"

4.44.51 A301

08 1113-C

26 0000-C

B-1

PT-1

ACB-1.X

PT-4

PT-2

09 8430-A

09 8430-B 23 0000-F

REVISIONS:

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INTERIOR

ELEVATIONS -

CREW SPACE

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ACTION - KEYNOTES

2 FLAT SCREEN DISPLAY AND MOUNTING BRACKET, OFOI.

4 EXISTING 30" FRIDGE/FREEZER, OFOI

5 MARKER BOARD, OFOI.

12 EXISTING, OPEN WEB STEEL TRUSSES, TO REMAIN

15 EXISTING SKYLIGHT TO REMAIN; PROTECT DURING

CONSTRUCTION

20 EXISTING HOLLOW METAL DOOR AND FRAME REMAINS;

PROTECT DURING CONSTRUCTION

21 STORAGE CABINET, OFOI

24 EXISTING TRANSOM WINDOW REMAINS; PROTECT DURING

CONSTRUCTION

SPECIFICATION NOTES

05 1200-F RETROFIT EXISTING, OPEN WEB STEEL TRUSSES, SEE

STRUCTURAL; PAINT TO MATCH EXISTING

06 4100-C 12" DEEP UPPER CABINET WITH DOORS AND ADJUSTABLE

SHELVES. PLAM FINISH AT UNDERSIDE OF CABINET, TYP

06 4100-F 23" DEEP BASE CABINET WITH DOORS AND ADJUSTABLE

SHELVES

06 4100-L 23" DEEP BASE CABINET WITH (4) EQUAL DRAWERS

08 1113-C HOLLOW METAL DOOR AND FRAME

09 8430-A SUSPENDED ACOUSTICAL CEILING LINEAR BAFFLES

09 8430-B SUSPENDED ACOUSTICAL CEILING SUPPORT HANGER

12 3600-A 24" DEEP COUNTERTOP

12 3600-C 24" DEEP COUNTERTOP WITH 4" BACKSPLASH

23 0000-F DUCTWORK, SEE MECHANICAL; PAINT TO MATCH EXISTING

23 0000-K GRILLE, SEE MECHANICAL; COLOR TO MATCH EXISTING

26 0000-C LIGHTING, SEE ELECTRICAL

GENERAL NOTES - INTERIOR ELEVATION

A. SEE FINISH PLANS FOR CORNER GUARD LOCATIONS.

B. INTERIOR ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS, U.N.O. (I.E.

ANGLED, CURVED)

C. SEE PROJECT MANUAL, FINISH PLANS, REFLECTED CEILING PLANS,

INTERIOR ELEVATIONS, AND INTERIOR FINISH LEGEND FOR

ADDITIONAL FINISH INFORMATION

D. SEE DOOR AND FRAME TYPES FOR ADDITIONAL FINISH INFORMATION

AND REFERENCE TO DETAILS. DOOR SWINGS INDICATED BY DASHED

LINES SHOWN ON ELEVATIONS ARE FOR REFERENCE ONLY.

E. PROVIDE BLOCKING AND BACKING FOR ALL WALL-MOUNTED

EQUIPMENT AND FIXTURES TO BE FURNISHED BY THE CONTRACTOR

OR OWNER.

F. SEE ALSO ELECTRICAL, MECHANICAL, PLUMBING, AND TECHNOLOGY

DRAWINGS FOR ADDITIONAL WALL MOUNTED EQUIPMENT AND

FIXTURES.

CREW ROOM - ELEVATION - W

1/4" = 1'-0"1 CREW ROOM - ELEVATION - E CREW ROOM - ELEVATION - N

1/4" = 1'-0"2 CREW ROOM - ELEVATION - S

DEPTH KEY

12" 14" 24" 25"

A1.1

DEPTH, SEE

DEPTH KEY

CASEWORK

TYPE

5 30"

TYPE

VARIATION

CASEWORK TYPES:

A: UPPER CABINET

B: BASE CABINET

C: FULL HEIGHT CABINET

D: MISC/OTHER CABINET

CASEWORK LEGEND

FINISH FLOOR

A1.1 A1.1

B1.3

PL-2

8" 2'

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

2' - 0 1/2" 3' - 2" 3' - 0"

06 4100-C

12 3600-C

PL-1

06 4100-L

B-1

PT-1

A1.1

B2.3B3.3

06 4100-F

FINISH FLOOR

A1.1 A1.1 A1.1

B2.3 B2.3 B3.3

PL-1

6" 1'

3' - 2" 3' - 2" 2' - 0 1/2"

3' - 2 1/2" 3' - 2" 3' - 2" 3' - 0"

PL-2

PL-1

PT-1

12 3600-C 06 4100-F

06 4100-F

06 4100-C

B-1

DEPTH

FINISH FLOOR

A2.1 A2.1

0" 2'

3' - 0" 3' - 0"

PT-1

PL-1

B-1

06 4100-J

FINISH FLOOR

A2.1 A2.1

3' - 0" 3' - 0"

0" 2'

0" PL-1

B-1

PT-1

06 4100-J

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CASEWORK

TYPES

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GENERAL NOTES - CASEWORK

A. TOE KICK AT CASEWORK TO BE 4" HIGH, 3" DEEP, U.N.O.

B. SEE FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS NOT

SHOWN HERE.

C. ALL CASEWORK SHELVES TO BE FULLY ADJUSTABLE U.N.O. WITH THE

EXCEPTION OF MAILBOXES WHICH ARE TO BE FIXED. REFER TO INTERIOR

ELEVATIONS FOR QUANTITY OF SHELVES.

D. SEE INTERIOR ELEVATIONS FOR COUNTERTOP TYPES AND MATERIALS.

E. FINISH UNDERSIDE OF UPPER CABINETS TO MATCH CABINET FRONT.

F. CABINET DIAGRAMS DO NOT SHOW ALL REQUIRED CABINET HARDWARE .

SEE PROJECT MANUAL AND INTERIOR ELEVATIONS FOR CABINET

HARDWARE REQUIREMENTS.

G. ALL COUNTERTOPS TO EXTEND 1" BEYOND FACE OF CABINET, TYPICAL, U.

N. O.

H AT ACCESSIBLE SINK CABINETS. AND OTHER CABINET ALCOVES. WRAP

BASE MATERIAL INTO CABINET INTERIOR AND ON ADJACENT WALLS.

I. U.N.O ALL COUNTERS TO HAVE 6" HIGH BACKSPLASH OF SAME MATERIAL

AS COUNTER WHEN COUNTER MEETS ANY WALL.

SPECIFICATION NOTES

06 4100-C 12" DEEP UPPER CABINET WITH DOORS AND ADJUSTABLE

SHELVES. PLAM FINISH AT UNDERSIDE OF CABINET, TYP

06 4100-F 23" DEEP BASE CABINET WITH DOORS AND ADJUSTABLE

SHELVES

06 4100-J 12" DEEP OPEN UPPER CABINET WITH ADJUSTABLE

SHELVES. PLAM FINISH AT UNDERSIDE OF CABINET, TYP

06 4100-L 23" DEEP BASE CABINET WITH (4) EQUAL DRAWERS

12 3600-C 24" DEEP COUNTERTOP WITH 4" BACKSPLASH

1/2" = 1'-0"2 CREW ROOM - E

1/2" = 1'-0"1 CREW ROOM - N

A1.1 - UPPER CABINET A2.1 - UPPER CABINET

B1.3 - BASE CABINET B2.3 - BASE CABINET B3.3 - BASE CABINET

Casework Schedule

TYPE COUNT

CREW ROOM

B1.3 1 B2.3 3 B3.3 2 A1.1 6

TOOL ROOM

A2.1 4

1/2" = 1'-0"3 TOOL ROOM - N

1/2" = 1'-0"4 TOOL ROOM - S

ACTION - KEYNOTES

4 EXISTING 30" FRIDGE/FREEZER, OFOI

2' - 1"

FINISH FLOOR

WALL SUBSTRATE

PLASTIC LAMINATE OVER

PLYWOOD SUBSTRATE

PLASTIC LAMINATE

CABINETRY

BASE AS SCHEDULED

BASE, PER FINISH

SCHEDULE

4" CABINET CURB

END PANEL.

FINISHED WHERE

EXPOSED

END PANEL MATERIAL

COUNTER MATERIAL

CASEWORK DIAGRAM - SEE

INTERIOR ELEVATIONS FOR

ACTUAL DESIGN INTENT

TYPICAL SHELF. ALL SHELVES TO BE

FULLY ADJUSTABLE. AT 34"H

COUNTERS, PROVIDE (2) ADJUSTABLE

SHELVES

END PANEL. FINISHED

WHERE EXPOSED

WALL SUBSTRATE

1' - 0"

6" PLASTIC LAMINATE

CABINETRY

WALL SUBSTRATE

PLASTIC LAMINATE FINISH ON

ALL EXPOSED SURFACES

11 1/4"

FULLY ADJUSTABLE

SHELVES

WALL SUBSTRATE

2' - 1"

FINISH FLOOR

PLASTIC LAMINATE OVER

PLYWOOD SUBSTRATE

PLASTIC LAMINATE

CABINETRY

BASE AS SCHEDULED

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INTERIOR

CASEWORK

DETAILS

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1 1/2" = 1'-0"4 BASE CABINET DOOR

3" = 1'-0"3 TYPICAL CASEWORK END DETAIL

3" = 1'-0"2 TYPICAL CASEWORK COUNTER DETAIL

1/2" = 1'-0"1 TYPICAL CASEWORK DIAGRAM

1 1/2" = 1'-0"7 UPPER CABINET DOOR

1 1/2" = 1'-0"6 UPPER CABINET OPEN SHELVES

1 1/2" = 1'-0"5 BASE CABINET 4 DRAWERS

AP1"

MIN

(2) #10 SMS AT 16" O.C. MAX.

AT SIM CONDITION AT

CONCRETE FILL OVER

METAL DECK, (2) 0.157" DIA.

LVF

(2) #10 SMS AT 16" 0.C.

#10 SMS EA. SIDE EA. STUD

CONT. 54 MIL PLATE W/ (2) #10 SMS

AT SPACING TO MATCH STUD

SPACING. ALIGN SCREWS W/WALL

STUDS

SLOTTED 18 GA. MIN. DEEP LEG SLIP

TRACK PERMITTING 2" VERTICAL

DEFLECTION (1" UP AND 1" DOWN)

METAL ROOF DECK

CONT. 2" WIDE X 22 GA. MTL

STRAP FOR TOP

ATTACHMENT OF GYP

BOARD.

DECK FLUTE

AP1"

(2) #10 SMS AT 16" 0.C. MAX

#10 SMS EA. SIDE EA. STUD

SLOTTED 18 GA. MIN. DEEP LEG SLIP

TRACK PERMITTING 2" VERTICAL

DEFLECTION (1" UP AND 1" DOWN)

METAL ROOF DECK

CONT. 2" WIDE X 22 GA. MTL

STRAP FOR TOP

ATTACHMENT OF GYP

BOARD.

ELEVATION

BLOCKING PER 7/A534

BELOW JOISTS

WALL STUD EA. SIDE

OF JOIST

1" GAP

STRUCTURAL FRAMING

MEMBER

DEFLECTION TRACK SEE

DETAIL 1/A553

METAL ROOF DECK

DEFLECTION GYP. BOARD FINISH

SEE DETAIL 4/A553

EXISTING ROOF ASSEMBLY

EXISTING OPEN WEB STEEL TRUSS

6" METAL STUDS W/ FINISH GYP.

BOARD PER WALL ASSEMBLY

RESILIENT CHANNEL PER WALL

ASSEMBLY

DEFLECTION SHEET METAL EDGE

TRIM, FIELD PAINTED MATCH

EXISTING

5/8" GYP. BOARD - COPE TO

CONFORM TO STRUCTURAL

MEMBER - SEAL TO SPAN GAP WITH

ACOUSTIC SEALANT

BENT METAL SURROUND,

MATCH EXISTING; SEE

STRUCTURAL FOR DEFLECTION

REQUIREMENTS

ROCKWOOL FILLED CAVITY

PER WALL ASSEMBLY

3…

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File details come from the government source that posted it. Updated Sep 1, 2026.