RND Grand Forks ND 3rd Floor TI - Bid Set.pdf

A101

LAB

A101

Name

Elevation

N

ROOM NAME AND NUMBER

OPENING NUMBER

CONSTRUCTION NOTE

DETAIL REFERENCE NUMBER

SHEET NUMBER

SECTION/ELEVATION NUMBER

SHEET NUMBER

REVISION NOTE

LEVEL NAME

LEVEL ELEVATION

SPOT ELEVATION

T.O. ------- 100'-0"

STRUCTURAL GRID

FIRE EXTINGUISHER CABINET

FEC

INTERIOR ELEVATION NUMBER

SHEET NUMBER

A3.1

CONTINUOUS GRAY LINE

INDICATES EXISTING WALL

PARTITION

OVERHEAD LINES (ROOF,

ETC.)

NEW METAL STUD

PARTITION

ONE HOUR RATED WALL

CONSTRUCTION

TWO HOUR RATED

WALL CONSTRUCTION

CONCRETE

METAL

STUD

BATT

INSULATION

GYPSUM

BOARD

SHEATHING

RIGID

INSULATION

CMU

OWNER

U.S. GENERAL SERVICES ADMINISTRATION

CONTACT: KEVIN SPRUELL

TEL: 267-253-5981

ARCHITECT

DESIGN EDGE, P.C.

482 S BROADWAY

DENVER, CO 80209

CONTACT: SWAGATA GUHA

TEL: 303.260.7277 X114

MECHANICAL, ELECTRICAL,

PLUMBING

MEP ENGINEERING, INC.

6402 S. TROY CIRCLE, SUITE 100

CENTENNIAL, CO 80111

CONTACT: ROGER CRAWFORD

TEL: 303.936.1633

FIRE PROTECTION

COFFMAN ENGINEERS, INC.

11080 CIRCLE POINT ROAD #220

WESTMINSTER, CO 80020

CONTACT: JENN WOOD

TEL: 720.805.1955

VICINITY MAP

NOT TO SCALE

NORTHPROJECT LOCATION

TENANT AREA

LEVEL 3

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

Model Author

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

/2

:3

:5

A

M

G0.0

COVER SHEET AND PROJECT INFORMATION

GSA 3RD FLOOR TI - GRAND FORKS, ND

ISSUED FOR CONSTRUCTION

5/6/2026

3/31/2026TP

SG

23133

General Service Administration

1 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

GENERAL NOTES PARTICIPANTS

SHEET LIST

ABBREVIATIONS

KEY PLAN

DRAWING SYMBOLS

GRAPHIC SYMBOLS

SHEET NAME

GENERAL INFORMATION

G0.0 COVER SHEET AND PROJECT INFORMATION

ARCHITECTURAL

A1.1 DEMOLITION FLOOR PLAN

A1.2 DEMOLITION RCP

A1.3 FLOOR PLAN

A1.4 REFLECTED CEILING PLAN

A6.1 DOORS

A6.2 WALL TYPES

A6.3 ENLARGED PLAN, INTERIOR ELEVATIONS, & DETAILS

A6.4 DETAILS

A7.1 FINISH PLAN

MECHANICAL

M0.1 MECHANICAL LEGEND AND SPECIFICATIONS

M0.2 MECHANICAL SCHEDULES

M0.3 MECHANICAL DIAGRAMS

M0.4 MECHANICAL DIAGRAMS

MD1.3 MECHANICAL DEMOLITION PLAN

M1.3 LEVEL 3 MECHANICAL PLAN

M1.4 ATTIC MECHANICAL PLAN

M1.5 ROOF MECHANICAL PLAN

PLUMBING

P0.1 PLUMBING LEGEND

P0.2 PLUMBING SPECIFICATIONS

P0.3 PLUMBING SPECIFICATIONS

P0.4 PLUMBING SCHEDULES

P0.5 PLUMBING DIAGRAMS

PD1.3 PLUMBING DEMOLITION PLAN

P1.2 LEVEL 3 DRAIN WASTE VENT PLUMBING PLAN

P1.3 LEVEL 3 PLUMBING PLAN

P1.4 ATTIC PLUMBING PLAN

P1.5 ROOF PLUMBING PLAN

ELECTRICAL

E0.1 ELECTRICAL LEGEND

E0.2 ELECTRICAL SPECIFICATION

E0.3 ELECTRICAL SPECIFICATION

E0.4 ELECTRICAL SPECIFICATION

E0.5 ONE-LINE DIAGRAM

E0.6 ELECTRICAL SCHEDULES

E0.7 ELECTRICAL DIAGRAMS

ED1.3 ELECTRICAL DEMOLITION PLAN

E1.3 LEVEL 3 POWER PLAN

E1.4 ATTIC POWER PLAN

E1.5 ROOF POWER PLAN

E2.3 LEVEL 3 SPECIAL SYSTEMS PLAN

E2.4 LEVEL 3 CABLE TRAY SECTION VIEW

E3.3 LEVEL 3 LIGHTING PLAN

PH-1 LEVEL 3 PHOTOMETRIC PLAN

PH-2 LEVEL 3 PHOTOMETRIC PLAN - EGRESS

FIRE PROTECTION

FA-001 FIRE ALARM LEGEND, GENERAL NOTES, & SHEET INDEX

FA-100 LEVEL 3 FIRE ALARM DEMOLITION PLAN

FA-200 LEVEL 3 FIRE ALARM PLAN

LIFE SAFETY

LS-001 LIFE SAFETY CODE ANALYSIS

LS-100 LEVEL 3 LIFE SAFTEY PLAN

GSA 3RD FLOOR TI - GRAND FORKS, ND

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANOD ANODIZED

< ANGLE

B.O. BOTTOM OF

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

- CENTER LINE

CFCI CONTRACTOR FURISHED,

CONTRACTOR INSTALLED

DIA DIAMETER

DS DOWNSPOUT

(E) EXISTING

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION

EQ EQUAL

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

CABINET

FRT FIRE RETARDANT

TREATED

FV FIELD VERIFY

GA GAUGE

GC GENERAL CONTRACTOR

HM HOLLOW METAL

LAM LAMINATE

MAX MAXIMUM

MIN MINIMUM

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

+/- PLUS OR MINUS

P.J PRECAST PANEL JOINT

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

RE: REFER TO

R.O. ROUGH OPENING

SIM SIMILAR

SPEC SPECIFICATIONS

T.O. TOP OF

TS TUBE STEEL

TYP. TYPICAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

WD WOOD

C L

1. PRIOR TO ACCEPTANCE OF THIS WORK, THE CONTRACTOR SHALL VISIT

THE SITE AND BE FAMILIAR WITH THE CONDITIONS UNDER WHICH THE

WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL REVIEW,

APPROVE AND SUBMIT TO THE ARCHITECT SAMPLES, PRODUCT DATA,

AND SHOP DRAWINGS PRIOR TO INSTALLATION. BY DOING SO, THE

CONTRACTOR REPRESENTS THAT THEY HAVE VERIFIED FIELD

CONDITIONS AND MEASUREMENTS.

2. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS OR

OMISSIONS IMMEDIATELY PRIOR TO THE PERFORMANCE OF THE WORK

IN QUESTION.

3. WHEN THE CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON

PLANS, WHETHER IN CONTRACT OR NOT IN CONTRACT, THEY SHALL BE

RESPONSIBLE FOR LOSS AND/OR DAMAGE OF THESE ITEMS.

4. ITEMS INDICATED IN THIS SET OF DOCUMENTS ARE NOT TO BE

ALTERED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT OR

ENGINEER. IF ALTERATIONS ARE MADE BY THE OWNER OR

CONTRACTOR, THE ARCHITECT AND/OR ENGINEER ASSUME NO

RESPONSIBILITY FOR SUCH CHANGES.

5. GSA REGIONAL FIRE PROTECTION ENGINEER IS THE DESIGNATION

AUTHORITY HAVING JURISDICTION (AHJ) PER P-100

6. ALL ITEMS INDICATED IN THIS SET SHALL NOT HAVE WIRELESS (WI-FI)

OR BLUETOOTH CAPABILITIES. WHERE EQUIPMENT HAS SUCH

CAPABILITIES, SUCH FUNCTIONS SHOULD BE CAPABLE OF BEING

DISABLED.

PROJECT DESCRIPTION

THE PROJECT IS THE TENANT IMPROVEMENT OF 2578 GSF OF TENANT SPACE ON THE 3RD FLOOR OF THE FEDERAL OFFICE BUILDING. THE PROJECT CONSISTS OF THE DEMOLITION OF EXISTING INTERIOR PARTITIONS, DOORS, LIGHTING, POWER AND HVAC WORK AND THE CONSTRUCTION OF NEW OFFICES IN THE TENANT SPACE. THE PROJECT HAS SPECIFIC

SECURITY REQUIREMENTS THAT ARE DESCRIBED IN THE CONTRACT DOCUMENTS.

CODE DATA - SEE LIFE SAFETY SHEETS FOR DETAILED LIFE SAFETY CODE STUDY

OCCUPANCY CLASSIFICATION: B

CONSTRUCTION TYPE: II-B

SPRINKLERS: NO

FIRE ALARM NOTIFICATION: PER NFPA 72

INTERIOR FINISH RATINGS: PER IBC CH. 8

OCCUPANT LOAD - SEE LIFE SAFETY SHEETS FOR OCCUPANT LOAD BREAKDOWN

TOTAL OCCUPANT LOAD: 40 OCCUPANTS

EXITING REQUIREMENTS - SEE LIFE SAFETY SHEETS FOR EXITING REQUIREMENTS

TOILET ROOM REQUIREMENTS

COMMON AREA TOILET FACILITIES ARE PROVIDED ON EACH FLOOR OF THE BUILDING, ONE TOILET ADDED IN SUITE

GOVERNING CODES:

• 2024 INTERNATIONAL BUILDING CODE (IBC)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

• 2024 INTERNATIONAL MECHANICAL CODE (IMC)

• 2024 INTERNATIONAL PLUMBING CODE (IPC)

• 2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

• 2024 INTERNATIONAL FUEL GAS CODE (IFGC)

• 2024 INTERNATIONAL FIRE CODE (IFC)

• 2023 NFPA 70 NATIONAL ELECTRICAL CODE (NEC)

• 2024 NFPA 101 LIFE SAFETY CODE (LSC)

• 2022 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• 2022 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

• PROGRAM OF REQUIREMENTS (POR) FOR NEW RESIDENT AGENCY OFFICE CONSTRUCTION (V22.0)

• 2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

• 2025 PBS CORE BUILDING STANDARDS

CODE STATEMENT

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

4/20/2026 Issued for Construction

5/6/2026 Issued for Construction

AREA OF WORK

AC

B

C

C

C

C

C

C

B

B B B B

BBB

BB

B

B B

B A

C

D

5'-10"

18'-5 3/4" 18'-7" 17'-10 1/2" 14'-1 1/2" 11'-1" 12'-6 1/2"

/4

/4

/4

E

E E E E E E E

E

E E E

E

/2

GENERAL DEMOLITION NOTES

1. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING (MEP) DRAWINGS

FOR ADDITIONAL AREAS OF DISTURBANCE/DEMOLITION WORK

ASSOCIATED WITH MEP WORK INCLUDING WORK ON ROOF AND OTHER

FLOORS. NOT ALL AREAS MAYBE INDICATED IN ARCHITECTURAL

DRAWINGS.

2. THE CONTRACTOR WILL MEET WITH THE BUILDING OWNER TO DISCUSS

SALVAGE OF ANY BUILDING ITEMS.

3. DIVERT AS MUCH DEMOLITION WASTE AS POSSIBLE FROM THE LANDFILL,

BY RECYCLING AND SALVAGING DOORS, WINDOWS, ETC.

4. PROVIDE DUST ENCLOSURES, TO PREVENT DUST FROM MIGRATING TO

OTHER BUILDING AREAS.

5. COORDINATE NOISY OR DUST PRODUCING ACTIVITIES WITH THE BUILDING

OWNER. CONDUCT SELECTIVE DEMOLITION SO OWNER'S OPERATIONS

WILL NOT BE DISRUPTED.

6. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS

AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION.

7. HAZARDOUS MATERIALS: REFER TO HAZARDOUS MATERIAL REPORT, AND

SPECIFICATIONS FOR HAZARDOUS MATERIAL TO BE ABATED.

8. MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE

DEMOLITION OPERATIONS.

9. SITE ACCESS AND TEMPORARY CONTROLS, CONDUCT SELECTIVE

DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM

INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER

ADJACENT OCCUPIED AND USED FACILITIES.

10. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER

PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE

TO ADJACENT FACILITIES TO REMAIN.

11. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS

REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING

REGULATIONS NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND

TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY

TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION

USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR

GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE

OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

GENERAL DEMOLITION NOTES

12. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED

SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.

13. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF

FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND

PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE

BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH

AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING

OPERATIONS.

14. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND

MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING

WALLS, FLOORS, OR FRAMING.

15. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.

16. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO

REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION,

WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A

SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE

DEMOLITION CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS

AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE.

17. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED,

REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNERS'

PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND

LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED LANDFILL. DO NOT

ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

18. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT

SPILLAGE ON ADJACENT SURFACES AND AREAS.

19. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE,

HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN

A CONTROLLED DESCENT.

20. ENSURE UTILITIES THAT DO NOT SERVE THE SPACE ARE REMOVED OR

MITIGATED PER SECURITY REQUIREMENTS IN THE POR. ITEMS TO BE

CONFIRMED DURING DEMOLITION.

DEMOLITION KEY NOTES

A

B

REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR NEW

CONSTRUCTION. PATCH AND PREPARE ADJACENT WALL IN ITS

ENTIRETY.

REMOVE EXISTING WALL IN ITS ENTIRETY. PATCH AND PREPARE

ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

REMOVE EXISTING DOOR, FRAME AND HARDWARE IN ITS ENTIRETY.

PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEW

CONSTRUCTION.

REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED PIPING. REFER

TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

REMOVE EXISTING CARPET IN ITS ENTIRETY. PATCH AND PREPARE

ADJACENT SURFACES AS REQUIRED FOR NEW CONSTRUCTION.

C

D

E

0 4' 8' 1"= 4'

True North

Plan North

CHECKED BY

DRAWN BY

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SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

Model Author

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

/2

:3

:5

A

M

A1.1

DEMOLITION FLOOR PLAN

GSA 3RD FLOOR TI - GRAND FORKS, ND

ISSUED FOR CONSTRUCTION

5/6/2026

3/6/2026TP

SG

23133

General Service Administration

2 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

1/4" = 1'-0"

LEVEL 3 DEMO PLAN

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

A A

A

A

A

A

A

A A

A A

A

A

DEMOLITION RCP KEY NOTES

REMOVE EXISTING CEILING TILES, ASSOCIATED GRID, LIGHT FIXTURES,

AND MECHANICAL GRILLES THROUGHOUT. REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

A

0 4' 8' 1"= 4'

True North

Plan North

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

Model Author

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

S H

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

/2

:3

:5

A

M

A1.2

DEMOLITION RCP

GSA 3RD FLOOR TI - GRAND FORKS, ND

ISSUED FOR CONSTRUCTION

5/6/2026

3/6/2026TP

SG

23133

General Service Administration

3 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

1/4" = 1'-0"

DEMO RCP

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

5S

5S 4

5S 5S

7a

156 SF

127 SF

95 SF

19A

76 SF

10A

211 SF

8B 220 SF

6a/12/13

795 SF

113 SF

3.1

181 SF

182 SF

1A

34 SF

183 SF

38 SF

1B

167 SF

5A

/8

/2

9'-8 3/4" 5'-11 1/8" 4'-5 1/2" 8'-1 3/4" 2'-11 5/8" 3'-0" 3'-10" 17'-4 3/4" 18'-2 3/8" 7'-6 7/8" 4'-6 7/8" 8'-2 5/8"

/8

/4

/4

/4

/4

/2

11'-8 5/8" 12'-1"

2'-9 1/4" 9'-7 3/8"

15'-7 1/4" 53'-3 3/8"

5S5S

3 4

5S

7a

7a

7a

7a

7a

7a

7a

7a

36"

36"

1Ba

36"

19A

36"

8B

36"

6A/12/13

36"

36"

3.1

36"

36"

1Ab

36"

1Aa

36"

36"

4'-7" 2'-4 1/2"

31 SF

JAN.

/2

D

I

P

P

I P RR

A6.3 2

A6.3

(E) FIRE EXTINGUISHER

11'-8 5/8" 4'-11 1/4"

7a

5'-5 5/8" 13'-0 1/8" 2'-4 3/4" 7'-1"

7a

5S

7a

A6.3

5'-0"A6.3

7b

7b

7b

7b

7b

ALIGN

FEC

SIM

/2

1Bb

36"

PLAN KEY NOTES

PROVIDE FIRE EXTINGUISHER

PROVIDE ALL GLAZING SURFACES OF WINDOWS WITH 7 MIL FRAGMENT

RETENTION FILM. ATTACH FILM TO WINDOW FRAME WITH 3/4" STRUCTURAL

SILICONE WET GLAZE METHOD. IF WINDOW UNIT IS OPERABLE, BOLT SHUT

PERMANENTLY TO RENDER IT INOPERABLE.

PROVIDE LEVEL 3 SEALED BALLISTIC TRANSACTION WINDOW WITH LOCKABLE

FLIP TOP DEAL TRAY, AND COUNTER MOUNTED TWO-WAY COMMUNICATION

DEVICE. PROVIDE APRON BELOW COUNTER ON SECURE SIDE TO MAKE

COUNTER PROJECTION CONFORM TO ADA REQUIREMENTS.

PROVIDE OPAQUE MINI-BLINDS AT ALL WINDOWS.

PROVIDE 36"X36" ADA SHOWER STALL. PROVIDE UNGLAZED CERAMIC TILE

FLOORING AND A FLOOR DRAIN WITH SELF PRIMING TRAP PER PLUMBING.

SHOWER STALL TO MEET REQUIREMENTS OF ABAAS SECTION 608

PROVIDE (3) ROBE HOOKS MOUNTED ON THE ROOM SIDE OF DOOR. MOUNT

(2) ROBE HOOKS AT 60" A.F.F. AND (1) ROBE HOOK MOUNTED AT 48" A.F.F.

RESIDENTIAL GRADE STACKABLE WASHER AND DRYER. REFER TO MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

OWNER FURNISHED, CONTRACTOR INSTALLED

REFER TO EQUIPMENT SCHEDULE SHEET A6.3

WALL MOUNTED TV. PROVIDE POWER AND DATA AT 84" A.F.F. PER

ELECTRICAL. PROVIDE 3/4" FIRE-RESISTANT PLYWOOD BLOCKING.

OWNER FURNISHED, CONTRACTOR INSTALLED.

3/4" PLYWOOD MOUNTING BOARD SECURED TO PARTITION (FULL LENGTH OF

PARTITION). COORDINATE LOCATION WITH OWNER.

CONTRACTOR FURNISHED, CONTRACTOR INSTALLED.

PROVIDE STAINLESS STEEL REFRIGERATOR WITH FREEZER

REFER TO EQUIPMENT SCHEDULE SHEET A6.3

PROVIDE 24" DETENTION GRADE HANDCUFF BAR. PROVIDE BACKING IN WALL

PER DETAIL

REFINISH (E) HARDWOOD FLOORING

PROVIDE MAGNETIC GLASS MARKER BOARD WITH INTEGRATED ACCESSORY

TRAY, 4'-0" H BY LENGTH OF WALL, IN 2'-0" INCREMENTS, MOUNTED SO THE

BOTTOM OF THE BOARD IS 2'-6" A.F.F.

PAINT "CORRIDOR" SIDE ONLY OF THE SECURE A7 WALL CONSTRUCTION

BLACK AT ALL LOCATIONS WHERE THE WALL WILL BE INSTALLED NEXT TO

THE CORRIDOR WALL. EXISTING DOORS, CORRIDOR SIDE WOOD DOOR TRIM

AND SURROUNDS, CHAIR RAIL AND BASE BOARDS / MARBLE BASE TO REMAIN

VISIBLE AND INTACT ON CORRIDOR SIDE. AT EXISTING OPENING LOCATIONS,

DOORS WILL BE SECURED PER TENANT REQUIREMENTS.

PROVIDE MICROWAVE.

REFER TO EQUIPMENT SCHEDULE SHEET A6.3

SYMBOLS LEGEND

KEYED NOTE MARKER

CCTV CAMERA MOUNTING LOCATION. PROVIDE JUNCTION BOX

(JB). PROVIDE (2) 3/4" EMT CONDUIT WILL PULLSTRING FROM JB

UP WITHIN WALL CAVITY THEN STUBBED 24" INTO TENANT

SPACE ABOVE THE CEILING. FINAL LOCATION OF VSS CAMERAS

TO BE DETERMINED BY TENANT'S TECHNICAL PERSONNEL

3/4" PLYWOOD MOUNTING BOARD SECURED TO WALL

(WALL TO WALL)

ACCESS CONTROL KEYPAD

ACCESS CONTROL KEYPAD + REMOTE RELEASE

DOORBELL

INTERCOM

PANIC BUTTON

ALARM CONTROL KEYPAD

AMBUSH MONITOR

REMOTE RELEASE

PMB

KP

KE

D

I

P

AK

AM

RR

INTERIOR PARTITION TYPES

1 WALL TYPE A1 (CEILING HIGH), TYP U.N.O.

2 WALL TYPE A2 (BULLET RESISTANT)

3 WALL TYPE A3 (SECURE STORAGE)

3A WALL TYPE A3 (SECURE STORAGE, ACOUSTICAL)

4 WALL TYPE A4 (SLAB TO SLAB)

5 WALL TYPE A5 (ACOUSTICAL)

7 WALL TYPE A7 (SECURE PERIMETER)

7A WALL TYPE A7A (SECURE PERIMETER AT (E) CORRIDOR

WALLS)

NOTES:

1. ALL EXTERIOR WINDOWS SHALL BE PROVIDED WITH MINIMUM 7 MIL BLAST FILM.

2. DUCTS OR AIR TRANSFER OPENINGS THROUGH TYPE 2,3,6, AND 7 PARTITIONS

THAT ARE LARGER THAN 96 SQUARE INCHES SHALL BE PROTECTED WITH

MANBARS. REFER TO POR FOR SPECIFICATIONS ON MANBARS.

3. AIR TRANSFER OPENINGS THROUGH TYPE 2, 5, AND 7 PARTITIONS SHALL BE

SOUNDPROOFED USING SOUNDLINED Z-DUCTS. REFER TO POR FOR

SPECIFICATIONS ON Z-DUCTS.

4. ALL CONDUITS, BACKBOXES AND ELECTRICAL DEVICES SHALL BE SURFACE

MOUNTED ON THE SECURE SIDE OF PARTITION TYPES 3, 6, AND 7.

5. WINDOW COVERINGS - ALL INTERIOR, TRANSACTION, AND EXTERIOR WINDOWS

MUST BE PROVIDED WITH OPAQUE HORIZONTAL WINDOW BLINDS, PER

SPECIFICATIONS UNLESS NOTED OTHERWISE.

AREA OF WORK

LEVEL 3

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

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FLOOR PLAN

GSA 3RD FLOOR TI - GRAND FORKS, ND

ISSUED FOR CONSTRUCTION

5/6/2026

3/31/2026TP

SG

23133

General Service Administration

4 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

1/4" = 1'-0"

LEVEL 3 - FINISH PLAN

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

156 SF

127 SF

38 SF

1B

95 SF

19A

76 SF

10A

211 SF

8B 220 SF

6a/12/13

34 SF

113 SF

3.1 181 SF

167 SF

5A

795 SF

182 SF

1A

183 SF

9'-4"

9'-4" 9'-4" 9'-4"

9'-4"

9'-4"

9'-4"

5'-10"

3'-1 5/8"

ACT

ACT

ACT

ACTACT

ACTACT

ACT

ACT

ACT 9'-4"

8'-0"

8'-0"

9'-4"

GWB

S

S S S

S

S S

S

ACT

S

S

S

S

S

ACT

9'-4"

SS

S

9'-4"

11'-4"

EXPOSED TO SECURE CEILING

A6.4

7'-11"

GWB BULKHEAD

LEGEND

100'-0"

MAT

FINISHED CEILING HEIGHT AFF

OR OPEN TO STRUCTURE

FINISHED CEILING MATERIAL

1. FIXTURES SHOWN FOR COORDINATION ONLY. REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR DETAILED REQUIREMENTS AND SCHEDULES.

2. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION AND

TYPE OF FIXTURES.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EXISTING

FIXTURES TO BE RELOCATED.

4. ALL ACT CEILINGS TO BE STANDARD 15/16" WHITE METAL TEE GRID.

5. EXISTING ATTIC FLOOR IS 12'-0" ± ABOVE 3RD FLOOR.

6. SHADED AREA INDICATES AREA OF SECURE CEILING CONSTRUCTION

BELOW EXISTING PLASTER CEILING. REFER TO DETAIL 1/A6.4

NOTES

SUPPLY AIR DIFFUSER

CEILING LEGEND

RETURN AIR GRILLE

2X4 RECESSED

FLAT PANEL LED

6" RECESSED DOWNLIGHT

S SMOKE DETECTOR

4"x4' LINEAR LED

PANEL

ASSUMED LOADS:

3-5/8" STUDS WITH LOOSE INSULATION: 1.5 PSF

5/8" FRT PLYWOOD: 2.0 PSF

5/8" GYPSUM BOARD: 2.5 PSF

SUSPENDED ACOUSTIC CEILING ASSEMBLY: 2.0 PSF

MEP: 3.0 PSF

MISC.: 2.0 PSF

AT 15'-0" SPAN, PROVIDE 362S162-54 STUDS AT 16" O.C.

AT SPANS 13'-0" OR LESS, PROVIDE 362S162-54 STUDS AT 24" O.C.

AT END CHANNEL CONNECTION, PROVIDE 3"X3"X12-GA. BEARING ANGLE

FASTENED WITH 1/4" ⌀ BUILDEX TAPCONS AT 16" O.C. PER DETAIL 5/A6.4.

LOAD CALCULATIONS

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Model Author

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DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

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REFLECTED CEILING PLAN

GSA 3RD FLOOR TI - GRAND FORKS, ND

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5/6/2026

3/6/2026TP

SG

23133

General Service Administration

5 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

1/4" = 1'-0"

REFLECTED CEILING PLAN

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

HM1

16 GA. HOLLOW METAL

WELDED FRAME FOR

INTERIOR DOORS

PRIME FOR PAINT

HM2

HOLLOW METAL FULLY

WELDED 11 GA. BALLISTIC

STEEL FRAME TO MEET UL752

LEVEL III BULLET RESISTANCE.

PRIMED FOR PAINT

HM3

16 GA. HOLLOW METAL

FULLY WELDED FRAME FOR

INTERIOR DOORS

PRIMED FOR PAINT

AT BUILDING CORRIDOR

WALLS & SECURE STORAGE

WITH SPECIAL HOLLOW

METAL FRAME (WIDER

THROAT)

HM4

16 GA. HOLLOW METAL FLUSH

FULLY WELDED FRAME FOR

BUILDING CORRIDOR DOORS

PRIMED FOR PAINT

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

2" 3'-0" 2"

2" 3'-0" 2"

WDA

SOLID CORE (SCL)

PREFINISHED WOOD DOOR

WDB

SOLID CORE PREFINISHED

ACOUSTICAL WOOD DOOR. WITH

12Wx12H VIEW WINDOW WITH

INTEGRAL BLINDS - VISION CONTROL

FROM UNICEL CRANKS WILL BE ON

THE OUTSIDE OF ROOM 2

WDC

STC RATED PREFINISHED

WOOD DOOR

WDD

SOLID CORE

(BULLET PROOF LINING)

UL752 LEVEL III, SPSA

BULLET RESISTANT DOOR

MATERIAL

3'-0"

1'-0" 1'-0"

3'-0"

3'-0"

3'-0"

5/8" TYPE 'X' GWB,

EACH SIDE OF WALL

(E) SALVAGED DOOR

CASING REINSTALLED

AS SHOWN

CAULK

FLUSH DOUBLE

RABBETED HOLLOW

METAL DOOR FRAME

PROVIDE FOAM-IN

INSULATION IN FRAME

AT WALL TYPES A2, A5,

A6, & A7

1/4"

5"

(E) SALVAGED DOOR

CASING WILL BE

CAREFULLY STRIPPED

AND REFINISHED TO

MATCH EXISTING CASING

SCHEDULED DOOR

5/8" TYPE 'X' GWB,

EACH SIDE OF WALL

2"

U.N.O.

4" TYP.

HOLLOW METAL DOOR

FRAME-PAINTED. PROVIDE

(3) ANCHORS PER JAMB

PROVIDE FOAM-IN

INSULATION IN FRAME AT

WALL TYPES A2, A5, A6, & A7

METAL STUD FRAMING

SEALANT, BOTH SIDES

5/8" TYPE 'X' GWB EA. SIDE

OF METAL STUD WALL

HOLLOW METAL FRAME

PROVIDE FOAM-IN

INSULATION IN FRAMES AT

WALL TYPES A2, A5, A6, & A7

FLUSH WOOD DOOR

AS SCHEDULED

/8

1/2"

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DESCRIPTION

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ADDRESS

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

/2

:3

:0

A

M

A6.1

DOORS

GSA 3RD FLOOR TI - GRAND FORKS, ND

ISSUED FOR CONSTRUCTION

5/6/2026

3/6/2026TP

SG

23133

General Service Administration

6 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

DOOR SCHEDULE

DIMENSIONS

DOOR FRAME

HARDWARE RATING COMMENTSTYPE FINISH TYPE FINISH

3'-0" x 7'-0" x 1 3/4" WDC STAIN HM4 PAINT 9A 20 MIN STC RATED DOOR WITH FOAMED IN INSULATION IN JAMB

3'-0" x 7'-0" x 1 3/4" WDD STAIN HM2 PAINT 6 BULLET RESISTANT DOOR PER SPECIFICATIONS

3'-0" x 7'-0" x 1 3/4" WDC STAIN HM4 PAINT 9B 20 MIN STC RATED DOOR WITH FOAMED IN INSULATION IN JAMB

3'-0" x 7'-0" x 1 3/4" WDC STAIN HM3 PAINT 5B STC RATED DOOR WITH FOAMED IN INSULATION IN JAMB

3'-0" x 7'-0" x 1 3/4" WDB STAIN HM1 PAINT 5A STC RATED DOOR WITH FOAMED IN INSULATION IN JAMB

3'-0" x 7'-0" x 1 3/4" WDC STAIN HM1 PAINT 3 STC RATED DOOR WITH FOAMED IN INSULATION IN JAMB

3'-0" x 7'-0" x 1 3/4" WDC STAIN HM3 PAINT 5

3'-0" x 7'-0" x 1 3/4" WDA STAIN HM1 PAINT 1

3'-0" x 7'-0" x 1 3/4" WDC STAIN HM1 PAINT 3 STC RATED DOOR WITH FOAMED IN INSULATION IN JAMB

3'-0" x 7'-0" x 1 3/4" WDA STAIN HM1 PAINT 4

3'-0" x 7'-0" x 1 3/4" WDA STAIN HM1 PAINT 5

3'-0" x 7'-0" x 1 3/4" WDA STAIN HM1 PAINT 5

3'-0" x 7'-0" x 1 3/4" WDA STAIN HM1 PAINT 2

3/8" = 1'-0"

DOOR AND FRAME TYPES

3" = 1'-0"

JAMB DETAIL AT SUITE ENTRY

3" = 1'-0"

HOLLOW METAL JAMB

3" = 1'-0"

HOLLOW METAL HEAD

QTY DESCRIPTION CATALOG NUMBER MFR

3 EA. HINGE 5BB1 4.5 X 4.5 IVE

1 EA. PASSAGE SET L9010 SCH

1 EA. WALL STOP WS406 IVE

FUNCTION: (F01) PASSAGE LATCH. LATCH RETRACTED BY LEVER EITHER SIDE. BOTH LEVERS ALWAYS

UNLOCKED

HARDWARE SET 1

QTY DESCRIPTION CATALOG NUMBER MFR

3 EA. HINGE 5BB1 4.5 X 4.5 IVE

1 EA. PRIVACY W/DEADBOLT L9440 SCH

1 EA. OH STOP 90S GLY

FUNCTION: (F19) PRIVACY LOCK. LATCHBOLT RETRACTED BY LEVER EITHER SIDE. OUTSIDE LEVER LOCKED BY ROTATING INSIDE THUMB TURN, EXTENDING DEADBOLT. OUTSIDE LEVER UNLOCKED BY ROTATING INSIDE THUMB TURN TO RETRACT DEADBOLT, ROTATING INSIDE LEVER (RETRACTS LATCHBOLT AND DEADBOLT), OR BY OUTSIDE EMERGENCY KEY.

HARDWARE SET 2

QTY DESCRIPTION CATALOG NUMBER MFR

3 EA. HINGE 5BB1 4.5 X 4.5 NRP IVE

1 EA. CLASSROOM LOCK L9070 SCH

1 EA. CYLINDER CORE AS REQUIRED

1 EA. WALL STOP WS406 IVE

1 SET GASKETING 870 ZER

1 EA. DOOR BOTTOM 369 ZER

FUNCTION: (F05) CLASSROOM LOCK. OUTSIDE LEVER LOCKED AND UNLOCKED BY OUTSIDE KEY. INSIDE

LEVER ALWAYS UNLOCKED. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN DOOR IS CLOSED.

NOTE: USE 870SPB MOUNTING BRACKET TO MOUNT CLOSERS OR RIM-MOUNTED STRIKES. DO NOT CUT SEALS FOR CLOSERS OR STRIKEDS TO ENSURE CONTINUOUS SEAL AT PERIMETER OF DOOR. ADJUST BACKSET

DIMENSIONS FOR RIM LOCKS AND PANIC HARDWARE TO ACCOMMODATE MOUNTING BRACKET.

HARDWARE SET 3

QTY DESCRIPTION CATALOG NUMBER MFR

3 EA. HINGE 5BB1 4.5 X 4.5 NRP IVE

1 EA. STOREROOM LOCK L9080 SCH

1 EA. CYLINDER CORE AS REQUIRED

1 EA. SURFACE CLOSER 4050A REG IVE

1 EA. KICK PLATE 8400 10" IVE

1 EA. WALL STOP WS406 IVE

FUNCTION: (F07) STOREROOM LOCK. FIXED OUTSIDE TRIM - OUTSIDE KEY RETRACTS LATCH. INSIDE LEVER

ALWAYS UNLOCKED. AUXILIARY LATCH DEADLOCKS LATCH BOLT WHEN DOOR IS CLOSED.

HARDWARE SET 4

QTY DESCRIPTION CATALOG NUMBER MFR

1 EA. CONT. HINGE 112HD EPT IVE

1 EA. POWER TRANSFER EPT 10 VON

1 EA. COMBINATION DEADLOCK KABA MAS CDX-10 KAB

1 EA. EU STOREROOM LOCK L9092EU RX SCH

1 EA. FSIC CYLINDER CORE BY TENANT B/O

1 EA. SURFACE CLOSER 4050A EDA LCN

1 EA. KICK PLATE 8400 10" IVE

1 EA. WALL STOP WS406 IVE

1 SET GASKETING 870 ZER

1 EA. DOOR BOTTOM 369 ZER

2 EA. MOUNTING BRACKET 870SPB ZER

1 EA. KEYPAD BY SECURITY SUPPLIER B/O

1 EA. DOOR POSITION SWITCH BY SECURITY SUPPLIER B/O

1 EA. POWER SUPPLY PS902 900-2RS VON

1 EA. WIRING DIAGRAMS RISER AND POINT-TO-POINT

FUNCTION: ELECTRIFIED STOREROOM LOCK - FAIL SECURE. OUTSIDE KEY OR INSIDE LEVER RETRACTS LATCH. OUTSIDE LEVER UNLOCKED BY CREDENTIAL READER. INSIDE LEVER ALWAYS UNLOCKED. UPON LOSS OF POWER, OUTSIDE LEVER REMAINS LOCKED. COMBINATION DEADLOCK: VALID COMBINATION UNLOCKS DEADBOLT. INSIDE KNOB RETRACTS DEADBOLT FOR EGRESS. WHEN UNLOCKED, LIFE SAFETY SWITCH HOLDS

DEADBOLT RETRACTED FOR AUTHORIZED ENTRY BY ACCESS CONTROL.

NOTE: USE 870SPB MOUNTING BRACKET TO MOUNT CLOSERS OR RIM-MOUNTED STRIKES. DO NOT CUT SEALS FOR CLOSERS OR STRIKES TO ENSURE CONTINUOUS SEAL AT PERIMETER OF DOOR. ADJUST BACKSET

DIMENSIONS FOR RIM LOCKS AND PANIC HARDWARE TO ACCOMMODATE MOUNTING BRACKET.

HARDWARE SET 5B

HARDWARE SET 5A

QTY DESCRIPTION CATALOG NUMBER MFR

3 EA. HINGE 5BB1 4.5 X 4.5 NRP IVE

1 EA. POWER TRANSFER EPT10 VON

1 EA. EU STOREROOM LOCK L9092EU RX SCH

1 EA. CYLINDER CORE AS REQUIRED

1 EA. SURFACE CLOSER 4050A SCUSH LCN

1 EA KICK PLATE 8400 10" IVE

1 SET GASKETING 870 ZER

1 EA. DOOR BOTTOM 369 ZER

1 EA. MOUNTING BRACKET 870SPB ZER

1 EA. KEYPAD BY SECURITY SUPPLIER B/O

1 EA. DOOR POSITION SWITCH BY SECURITY SUPPLIER B/O

1 EA. POWER SUPPLY PS902 900-2RS VON

1 EA. WIRING DIAGRAMS RISER AND POINT-TO-POINT

FUNCTION: ELECTRIFIED STOREROOM LOCK - FAIL SECURE. OUTSIDE KEY OR INSIDE LEVER RETRACTS LATCH. OUTSIDE LEVER UNLOCKED BY CREDENTIAL READER. INSIDE LEVER ALWAYS UNLOCKED. UPON LOSS

OF POWER, OUTSIDE LEVER REMAINS LOCKED.

NOTE: USE 870SPB MOUNTING BRACKET TO MOUNT CLOSERS OR RIM-MOUNTED STRIKES. DO NOT CUT SEALS FOR CLOSERS OR STRIKES TO ENSURE CONTINUOUS SEAL AT PERIMETER OF DOOR. ADJUST BACKSET DIMENSIONS FOR RIM LOCKS AND PANIC HARDWARE TO ACCOMMODATE MOUNTING BRACKET.

QTY DESCRIPTION CATALOG NUMBER MFR

3 EA. HINGE 5BB1 4.5 X 4.5 IVE

1 EA. POWER TRANSFER EPT10 VON

1 EA. EU STOREROOM LOCK L9092EU RX SCH

1 EA. FSIC CYLINDER CORE BY TENANT B/O

1 EA. SURFACE CLOSER 4050A REG LCN

1 EA. KICK PLATE 8400 10" IVE

1 EA. WALL STOP WS406 IVE

1 EA. KEYPAD BY SECURITY SUPPLIER B/O

1 EA. DOOR POSITION SWITCH BY SECURITY SUPPLIER B/O

1 EA. POWER SUPPLY PS902 900-2RS VON

1 EA. WIRING DIAGRAMS RISER AND POINT-TO-POINT

FUNCTION: ELECTRIFIED STOREROOM LOCK - FAIL SECURE. OUTSIDE KEY OR INSIDE LEVER RETRACTS LATCH. OUTSIDE LEVER UNLOCKED BY CREDENTIAL READER. INSIDE LEVER ALWAYS UNLOCKED. UPON

LOSS OF POWER, OUTSIDE LEVER REMAINS LOCKED.

HARDWARE SET 5

QTY DESCRIPTION CATALOG NUMBER MFR

1 EA. CONT. HINGE 112HD EPT IVE

1 EA. POWER TRANSFER EPT10 VON

1 EA. FSIC CYLINDER HOUSING AS REQUIRED SCH

1 EA. ELEC FIRE EXIT HARDWARE RX-QEL-9857-NL-F VON

1 EA. LATCH GUARD LGO-3 VON

1 EA FSIC CYLINDER CORE BY TENANT B/O

1 EA. SURFACE CLOSER 4050A SCUSH LCN

1 EA. KICK PLATE 8400 10" IVE

1 SET GASKETING 870 ZER

1 EA. DOOR BOTTOM 369 ZER

1 EA. THRESHOLD 63A ZER

3 EA. MOUNTING BRACKET 870SPB ZER

1 EA. KEYPAD BY SECURITY SUPPLIER B/O

1 EA. DOOR POSITION SWITCH BY SECURITY SUPPLIER B/O

1 EA. POWER SUPPLY PS902 900-2RS VON

1 EA. WIRING DIAGRAMS RISER AND POINT-TO-POINT

FUNCTION: NIGHT LATCH PANIC HARDWARE WITH ELECTRIC LATCH RETRACTION. FIXED OUTSIDE TRIM -

LATCH RETRACTED BY KEY. INSIDE PUSH PAD RETRACTS LATCH FOR EGRESS.

ELECTRIC LATCH RETRACTED BY ELECTRONIC ACCESS CONTROL SYSTEM FOR PUSH/PULL OPERATION.

NOTE: USE 870SPB MOUNTING BRACKET TO MOUNT CLOSERS OR RIM-MOUNTED STRIKES. DO NOT CUT SEALS FOR CLOSERS OR STRIKES TO ENSURE CONTINUOUS SEAL AT PERIMETER OF DOOR. ADJUST BACKSET DIMENSIONS FOR RIM LOCKS AND PANIC HARDWARE TO ACCOMMODATE MOUNTING BRACKET.

HARDWARE SET 9B

QTY DESCRIPTION CATALOG NUMBER MFR

1 EA. CONT. HINGE 112HD EPT IVE

1 EA. POWER TRANSFER EPT 10 VON

1 EA. ELEC PANIC HARDWARE RX-QEL-9857-DT VON

1 EA. LATCH GUARD LGO-3 VON

1 EA. SURFACE CLOSER 4050A EDA LCN

1 EA. KICK PLATE 8400 10" IVE

1 EA. WALL STOP WS406 IVE

1 SET GASKETING 870 ZER

1 EA. DOOR BOTTOM 369 ZER

1 EA. THRESHOLD 63A ZER

3 EA. MOUNTING BRACKET 870SPB ZER

1 EA. KEYPAD BY SECURITY SUPPLIER B/O

1 EA. DOOR POSITION SWITCH BY SECURITY SUPPLIER B/O

1 EA. POWER SUPPLY PS902 900-2RS VON

1 EA. WIRING DIAGRAMS RISER AND POINT-TO-POINT

FUNCTION: DUMMY TRIM PANIC HARDWARE WITH ELECTRIC LATCH RETRACTION. FIXED OUTSIDE TRIM - NO KEY ACCESS. INSIDE PUSH PAD RETRACTS LATCH FOR EGRESS. ELECTRIC LATCH RETRACTED BY

ELECTRONIC ACCESS CONTROL SYSTEM FOR PUSH/PULL OPERATION.

NOTE: USE 870SPB MOUNTING BRACKET TO MOUNT CLOSERS OR RIM-MOUNTED STRIKES. DO NOT CUR SEALS FOR CLOSERS OR STRIKES TO ENSURE CONTINUOUS SEAL AT PERIMETER OF DOOR. ADJUST BACKSET DIMENSIONS FOR RIM LOCKS AND PANIC HARDWARE TO ACCOMMODATE MOUNTING BRACKET.

HARDWARE SET 6

QTY DESCRIPTION CATALOG NUMBER MFR

1 EA. CONT. HINGE 112HD EPT IVE

1 EA. POWER TRANSFER EPT10 VON

1 EA. ELEC FIRE EXIT HARDWARE RX-QEL-9957-DT-F VON

1 EA. LATCH GUARD LGO-3 VON

1 EA. SURFACE CLOSER 4050A SCUSH LCN

1 EA. KICK PLATE 8400 10" IVE

1 SET GASKETING 870 ZER

1 EA. DOOR BOTTOM 369 ZER

1 EA. THRESHOLD 63A ZER

3 EA. MOUNTING BRACKET 870SPB ZER

1 EA. KEYPAD BY SECURITY SUPPLIER B/O

1 EA. DOOR POSITION SWITCH BY SECURITY SUPPLIER B/O

1 EA. POWER SUPPLY PS902 900-2RS VON

1 EA. WIRING DIAGRAMS RISER AND POINT-TO-POINT

FUNCTION: DUMMY TRIM PANIC HARDWARE WITH ELECTRIC LATCH RETRACTION. FIXED OUTSIDE TRIM - NO KEY ACCESS. INSIDE PUSH PAD RETRACTS LATCH FOR EGRESS. ELECTRIC LATCH RETRACTED BY

ELECTRONIC ACCESS CONTROL SYSTEM FOR PUSH/PULL OPERATION.

NOTE: USE 870SPB MOUNTING BRACKET TO MOUNT CLOSERS OR RIM-MOUNTED STRIKES. DO NOT CUT SEALS FOR CLOSERS OR STRIKES TO ENSURE CONTINUOUS SEAL AT PERIMETER OF DOOR. ADJUST BACKSET DIMENSIONS FOR RIM LOCKS AND PANIC HARDWARE TO ACCOMMODATE MOUNTING BRACKET.

HARDWARE SET 9A

NOTE: AT ALL DOORS REQUIRING GASKETING (870-ZER), GASKETS NEED TO BE EASILY ADJUSTABLE WITH THE TURN OF A SCREW DRIVER, TO MAINTAIN A PROPER SEAL EVEN IF THE DOOR SHIFTS AND WARPS.

PROVIDE Z OR L BRACKETS TO ENSURE THE SEALS MAKE A CONTINUOUS SEAL AROUND THE DOOR AND

CANNOT BE CUT TO MOUNT THE STRIKES.

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

WALL TYPE A1

1. DRYWALL FINISH LEVEL 4, ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO

CEILING, BOTH SIDES.

2. WALLS MAY EXTEND TO 6" ABOVE CEILING FOR EASE OF CONSTRUCTION, BUT IS NOT A TENANT

REQUIREMENT.

WALL TYPE A2 - BULLET RESISTANT LEVEL 3

1. DRYWALL FINISH LEVEL 4 FROM SLAB TO CEILING. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES. ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO SLAB ABOVE, BOTH SIDES. JOINTS BETWEEN DRYWALL AND PLYWOOD/BALLISTIC ARMOR MUST BE STAGGERED AT

ALL LOCATIONS.

2. SCRIBE AND SEAL DRYWALL AND PLYWOOD TO FIT CONTOUR OF SLAB AND ALL PENETRATIONS. GAPS, IF PRESENT, MUST BE NO GREATER THAN 1/2" AT ANY LOCATION AND MUST NOT BE CONTINUOUS

ACROSS THE WALL.

3. WALLS MUST BE SEALED CONTINUOUSLY AT PERIMETER WITH ACOUSTICAL SEALANT WHERE THEY

ABUT ANOTHER ELEMENT (E.G., WALLS, COLUMNS, SLAB, CEILING DECK, OR MULLION.

4. PROVIDE SEALANT AT ALL VOIDS IN EXCESS OF 1/2" AT UNDERSIDE OF A BOTTOM TRACK INSTALLED

ON CONCRETE SLAB.

5. IF HVAC IS PLENUM RETURN SYSTEM, PROVIDE Z-DUCT ON THE SLAB-TO-SLAB WALL FOR RETURN AIR.

Z-DUCT MUST BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF ASHRAE GUIDELINES. IF RETURN AIR IS DUCTED TO THE AHU, Z-DUCT IS NOT REQUIRED, BUT MAN BARS ARE STILL REQUIRED

INSIDE DUCTWORK WHERE DUCT PASSES THROUGH WALL. Z-DUCT IS TO BE LOCATED ON THE

SECURE SIDE OF THE WALL.

6. ALL PENETRATIONS THROUGH WALL MUST BE SEALED ALL AROUND ON BOTH SIDES OF WALL WITH SEALANT TO ELIMINATE GAPS BETWEEN PENETRATION AND WALL. ALL CABLE/WIRE PENETRATIONS

MUST PENETRATE WALL WITH SLEEVE. PENETRATION SIZE MUST BE KEPT TO A MINIMUM.

7. A2 WALLS MUST BE BULLET RESISTANT ARMOR UL 752 LEVEL 3, SPSA.

8. PENETRATIONS OVER 96 SQ. IN. THROUGH WALL MUST BE PROTECTED WITH MAN BARS. IF MAN BARS

ARE PROVIDED, A 12"X12" HINGED INSPECTION PORT MUST BE PROVIDED ON THE DUCT ON THE

SECURE SIDE OF THE WALL.

WALL TYPE A3 - SECURED STORAGE

1. DRYWALL FINISH LEVEL 4 FROM SLAB TO CEILING. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES. ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO SLAB ABOVE, BOTH SIDES. JOINTS BETWEEN DRYWALL AND PLYWOOD MUST BE STAGGERED AT ALL LOCATIONS.

2. SCRIBE AND SEAL DRYWALL AND PLYWOOD TO FIT CONTOUR OF SLAB AND ALL PENETRATIONS.

GAPS, IF PRESENT, MUST BE NO GREATER THAN 1/2" AT ANY LOCATION AND MUST NOT BE

CONTINUOUS ACROSS THE WALL.

3. ON THE SECURE SIDE OF WALL, PROVIDE ONE (1) LAYER OF 5/8" PLYWOOD WITH 8'-0" L INSTALLED

VERTICALLY. SECURE PLYWOOD TO METAL FRAMING WITH APPROVED CONSTRUCTION ADHESIVE

AND STEEL #10 SELF-TAPPING SCREWS AT 12" O.C. MAXIMUM VERTICALLY AT EACH STUD AND 12" O.C.

HORIZONTALLY AT TOP AND BOTTOM TRACK. USE FIRE-RATED PLYWOOD WHERE REQUIRED BY

CODE.

4. PENETRATIONS OVER 96 SQ IN THROUGH WALL MUST BE PROTECTED WITH MAN BARS. IF MAN BARS ARE PROVIDED, A 12"X12" HINGED INSPECTION PORT MUST BE PROVIDED ON THE DUCT ON THE

SECURE SIDE OF THE WALL.

5. ALL UTILITY (POWER AND SIGNAL) DISTRIBUTION ON SECURE SIDE OF WALL WILL BE SURFACE- MOUNTED, CONTAINED IN RACEWAY, OR ADDITIONAL WALL WILL BE CONSTRUCTED USING FURRING

STRIPS AS STANDOFF FROM BASE WALL ASSEMBLY.

WALL TYPE A4 - SLAB TO SLAB

1. DRYWALL FINISH LEVEL 4, ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO CEILING, BOTH SIDES. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES.

NO PRIMER OR PAINT REQUIRED ABOVE CEILING.

EXISTING STRUCTURAL SLAB

0"

CEILING

PER RCP

NON-SECURE SIDE SECURE SIDE

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS,

BOTH SIDES OF WALL

16 GA. METAL RUNNER TOP

AND BOTTOM, ANCHORED

WITH PAF AT 16" O.C. AND

BEDDED IN TWO (2)

CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

5/8" TYPE 'X' GWB ON EACH SIDE

OF METAL STUD. WALL FINISH

PER PROJECT REQUIREMENTS

CEILING TILE PER PROJECT

REQUIREMENTS

3-5/8" 16 GA. METAL STUDS AT 16"

O.C. WITH HORIZONTAL BRACING

AS REQUIRED

3" MINERAL WOOL ACOUSTIC

MATERIAL

BASE AND FLOORING PER

PROJECT REQUIREMENTS

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS,

BOTH SIDES OF WALL

WALL TYPE A7 - PERIMETER

1. DRYWALL FINISH LEVEL 4, SLAB TO CEILING. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES. ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO SLAB ABOVE, BOTH

SIDES. JOINTS BETWEEN DRYWALL AND PLYWOOD MUST BE STAGGERED AT ALL LOCATIONS.

2. SCRIBE AND SEAL DRYWALL AND PLYWOOD TO FIT CONTOUR OF SLAB AND ALL PENETRATIONS. GAPS, IF PRESENT, MUST BE NO GREATER THAN 1/2" AT ANY LOCATION AND MUST NOT BE CONTINUOUS

ACROSS THE WALL.

3. ON THE SECURE SIDE OF WALL, PROVIDE ONE (1) LAYER OF 5/8" PLYWOOD WITH 8'-0" L INSTALLED VERTICALLY. SECURE PLYWOOD TO METAL FRAMING WITH APPROVED CONSTRUCTION ADHESIVE AND STEEL #10 SELF-TAPPING SCREWS AT 12" O.C. MAXIMUM VERTICALLY AT EACH STUD AND 12" O.C.

HORIZONTALLY AT TOP AND BOTTOM TRACK. USE FIRE-RATED PLYWOOD WHERE REQUIRED BY CODE.

4. WALLS MUST BE SEALED CONTINUOUSLY AT PERIMETER WITH ACOUSTICAL SEALANT WHERE THEY

ABUT ANOTHER ELEMENT (E.G., WALLS, COLUMNS, SLAB, CEILING DECK, OR MULLION).

5. PROVIDE SEALANT AT ALL VOIDS IN EXCESS OF 1/2" AT UNDERSIDE OF A BOTTOM TRACK INSTALLED

ON CONCRETE SLAB.

6. IF HVAC IS PLENUM RETURN SYSTEM, PROVIDE Z-DUCT AT SLAB-TO-SLAB WALL FOR RETURN AIR.

Z-DUCT MUST BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF ASHRAE GUIDELINES. IF RETURN AIR IS DUCTED TO THE AHU, Z-DUCT IS NOT REQUIRED, BUT MAN BARS STILL ARE REQUIRED

INSIDE DUCTWORK WHERE DUCT PASSES THROUGH WALL.

7. ALL PENETRATIONS THROUGH WALL MUST BE SEALED ALL AROUND ON BOTH SIDES OF WALL WITH SEALANT TO ELIMINATE GAPS BETWEEN PENETRATION AND WALL. ALL CABLE/WIRE PENETRATIONS

MUST PENETRATE WALL WITH SLEEVE. PENETRATION SIZE MUST BE KEPT TO A MINIMUM. GAP

AROUND PENETRATION MUST NOT EXCEED 1/2".

8. PENETRATIONS OVER 96 SQ. IN. THROUGH WALL MUST BE PROTECTED WITH MAN BARS. IF MAN BARS ARE PROVIDED, A 12"X12" HINGED INSPECTION PORT MUST BE PROVIDED ON THE DUCT ON THE

SECURE SIDE OF THE WALL.

9. AT SIM CONDITION, THE EXISTING PLASTER CEILING CONTINUES ACROSS BOTH SIDES OF WALL.

EXISTING STRUCTURAL SLAB

BASE AND FLOORING PER PROJECT

REQUIREMENTS, EACH SIDE

5/8" TYPE 'X' GWB ON EACH SIDE

OF METAL STUD. WALL FINISH

PER PROJECT REQUIREMENTS

3-5/8" 25 GA. METAL STUDS AT 24"

O.C. WITH HORIZONTAL BRACING

AS REQUIRED

25 GA. METAL RUNNER,

TOP AND BOTTOM

CEILING TILE PER PROJECT

REQUIREMENTS

9'-4"

CEILING

NON-SECURE SIDE SECURE SIDE

BASE AND FLOORING PER PROJECT

REQUIREMENTS, EACH SIDE

5/8" TYPE 'X' GWB ON EACH

SIDE. WALL FINISH PER

PROJECT REQUIREMENTS

BULLET RESISTANT ARMOR,

UP TO CEILING TILE

5/8" PLYWOOD

FIRE SAFE NON-SHRINK GROUT

OR ACOUSTIC SEALANT IN ALL

VOIDS, BOTH SIDES OF WALL

3-5/8" 16 GA METAL STUDS AT 16"

O.C. WITH HORIZONTAL BRACING

AT 4'-0" O.C. MAXIMUM

3" MINERAL WOOL ACOUSTIC

MATERIAL

FIRE SAFE NON-SHRINK GROUT

OR ACOUSTIC SEALANT IN ALL

VOIDS, BOTH SIDES OF WALL

16 GA. METAL RUNNER, TOP AND

BOTTOM, ANCHORED WITH PAF

AT 16" O.C. AND BEDDED IN TWO

(2) CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

BASE AND FLOORING PER PROJECT

REQUIREMENTS, EACH SIDE

5/8" TYPE 'X' GWB ON EACH

SIDE. WALL FINISH PER

PROJECT REQUIREMENTS

NON-SECURE SIDE SECURE SIDE

3-5/8" 16 GA. METAL STUDS AT 16"

O.C. WITH HORIZONTAL BRACING

AS REQUIRED

CEILING TILE PER PROJECT

REQUIREMENTS

5/8" PLYWOOD

16 GA. METAL RUNNER, TOP AND

BOTTOM, ANCHORED WITH PAF

AT 16" O.C.

CEILING TILE PER PROJECT

REQUIREMENTS

25 GA. METAL RUNNER, TOP

AND BOTTOM, ANCHORED

WITH PAF AT 32" O.C.

BASE AND FLOORING PER PROJECT

REQUIREMENTS, EACH SIDE

5/8" TYPE 'X' GWB ON EACH

SIDE. WALL FINISH PER

PROJECT REQUIREMENTS

3-5/8" 25 GA. METAL STUDS AT 24"

O.C. WITH HORIZONTAL BRACING

AS REQUIRED

12'-0"

(E) PLASTER CEILING

± A.F.F.

WALL TYPE A7a - AT EXISTING WALL

1. DRYWALL FINISH LEVEL 4, ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO CEILING, BOTH SIDES. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES.

2. SCRIBE AND SEAL PLYWOOD AND DRYWALL TO FIT CONTOUR OF SLAB AND ALL PENETRATIONS.

3. WALLS MUST BE SEALED CONTINUOUSLY AT PERIMETER WITH ACOUSTICAL SEALANT WHERE THEY

ABUT ANOTHER ELEMENT (E.G., WALLS, COLUMNS, SLAB, CEILING DECK, OR MULLION).

4. PROVIDE SEALANT AT ALL VOIDS IN EXCESS OF 1/2" AT UNDERSIDE OF A BOTTOM TRACK INSTALLED

ON CONCRETE SLAB.

5. ALL PENETRATIONS THROUGH WALL MUST BE SEALED ALL AROUND ON BOTH SIDES OF WALL WITH

SEALANT TO ELIMINATE GAPS BETWEEN PENETRATION AND WALL. ALL CABLE/WIRE PENETRATIONS

MUST PENETRATE WALL WITH SLEEVE.

CEILING TILE PER PROJECT

REQUIREMENTS

16 GA. METAL RUNNER TOP

AND BOTTOM ANCHORED

WITH PAF AT 16" O.C. AND

BEDDED IN TWO (2)

CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

BASE AND FLOORING PER

PROJECT REQUIREMENTS,

EACH SIDE

5/8" TYPE 'X'. WALL FINISH PER

PROJECT REQUIREMENTS

3-5/8" 16 GA. METAL STUDS AT

16" O.C. WITH HORIZONTAL

BRACING AS REQUIRED

3" MINERAL WOOL

ACOUSTIC MATERIAL

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS, BOTH

SIDES OF WALL

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS,

BOTH SIDES OF WALL

EXISTING CORRIDOR WALL,

TO REMAIN

5/8" PLYWOOD TO DECK

5/8" PLYWOOD TO DECK

AT WALL TYPE 7 AND 7a UTILITIES

MUST BE SURFACE MOUNTED AT

BUILDING CORRIDORS OR ON THE

SECURE SIDE OF WALL IF THE

OPPOSITE SIDE OF WALL IS NOT

EASILY INSPECTABLE BY THE

TENANT.

WALL TYPE A7b - AT EXISTING CORRIDOR DOOR

1. DRYWALL FINISH LEVEL 4, ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO CEILING, BOTH SIDES. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES.

2. SCRIBE AND SEAL PLYWOOD AND DRYWALL TO FIT CONTOUR OF SLAB AND ALL PENETRATIONS.

3. WALLS MUST BE SEALED CONTINUOUSLY AT PERIMETER WITH ACOUSTICAL SEALANT WHERE THEY

ABUT ANOTHER ELEMENT (E.G., WALLS, COLUMNS, SLAB, CEILING DECK, OR MULLION).

4. PROVIDE SEALANT AT ALL VOIDS IN EXCESS OF 1/2" AT UNDERSIDE OF A BOTTOM TRACK INSTALLED ON

CONCRETE SLAB.

5. ALL PENETRATIONS THROUGH WALL MUST BE SEALED ALL AROUND ON BOTH SIDES OF WALL WITH

SEALANT TO ELIMINATE GAPS BETWEEN PENETRATION AND WALL. ALL CABLE/WIRE PENETRATIONS

MUST PENETRATE WALL WITH SLEEVE.

CEILING TILE PER PROJECT

REQUIREMENTS

16 GA. METAL RUNNER TOP

AND BOTTOM ANCHORED

WITH PAF AT 16" O.C. AND

BEDDED IN TWO (2)

CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

BASE AND FLOORING PER

PROJECT REQUIREMENTS,

EACH SIDE

5/8" TYPE 'X'. WALL FINISH PER

PROJECT REQUIREMENTS

3-5/8" 16 GA. METAL STUDS AT

16" O.C. WITH HORIZONTAL

BRACING AS REQUIRED

3" MINERAL WOOL

ACOUSTIC MATERIAL

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS,

BOTH SIDES OF WALL

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS, BOTH

SIDES OF WALL

EXISTING CORRIDOR WALL,

TO REMAIN

12'-0"

(E) PLASTER CEILING

5/8" PLYWOOD TO DECK

EXISTING DOOR,

SECURED PER TENANT

REQUIREMENTS

WALL TYPE A5S - ACOUSTICAL

1. DRYWALL FINISH LEVEL 4, ONE (1) PRIMER COAT PLUS TWO (2) FINISH COATS FROM SLAB TO CEILING, BOTH SIDES. DRYWALL FINISH LEVEL 3 FROM CEILING TO SLAB ABOVE, BOTH SIDES.

2. SCRIBE AND SEAL DRYWALL TO FIT CONTOUR OF SLAB AND ALL PENETRATIONS.

3. WALLS MUST BE SEALED CONTINUOUSLY AT PERIMETER WITH ACOUSTICAL SEALANT WHERE THEY

ABUT ANOTHER ELEMENT (E.G., WALLS, COLUMNS, SLAB, CEILING DECK, OR MULLION).

4. PROVIDE SEALANT AT ALL VOIDS IN EXCESS OF 1/2" AT UNDERSIDE OF A BOTTOM TRACK INSTALLED

ON CONCRETE SLAB.

5. ALL PENETRATIONS THROUGH WALL MUST BE SEALED ALL AROUND ON BOTH SIDES OF WALL WITH

SEALANT TO ELIMINATE GAPS BETWEEN PENETRATION AND WALL. ALL CABLE/WIRE PENETRATIONS

MUST PENETRATE WALL WITH SLEEVE.

CEILING TILE PER PROJECT

REQUIREMENTS

25 GA. METAL RUNNER, TOP AND

BOTTOM, ANCHORED WITH PAF AT

32" O.C. AND BEDDED IN TWO (2)

CONTINUOUS BEADS OF ACOUSTICAL

SEALANT

BASE AND FLOORING PER

PROJECT REQUIREMENTS,

EACH SIDE

5/8" TYPE 'X' GWB ON EACH

SIDE. WALL FINISH PER

PROJECT REQUIREMENTS

3-5/8" 25 GA. METAL STUDS AT

24" O.C. WITH HORIZONTAL

BRACING AS REQUIRED

3" MINERAL WOOL

ACOUSTIC MATERIAL

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS,

BOTH SIDES OF WALL

FIRE SAFE NON-SHRINK

GROUT OR ACOUSTIC

SEALANT IN ALL VOIDS,

BOTH SIDES OF WALL

12'-0"

(E) PLASTER CEILING

0"

CEILING

PER RCP

9'-4"

CEILING

12'-0"

(E) PLASTER CEILING

PER RCP PER RCP

± A.F.F.

CEILING TILE PER PROJECT

REQUIREMENTS

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

Model Author

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

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SHEET OF SHEETS

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277

UNCLASSIFIED // FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice. Properly destroy or return documents when no longer needed

TENANT IMPROVEMENT OF 2,578GSF

LEVEL 3

ARCHITECTURE

47PJ0020D0012

47PJ0025F0120

DESIGN EDGE

/2

/2

:3

:0

A

M

A6.2

WALL TYPES

GSA 3RD FLOOR TI - GRAND FORKS, ND

ISSUED FOR CONSTRUCTION

5/6/2026

3/6/2026TP

SG

23133

General Service Administration

7 49

RONALD N. DAVIES FEDERAL BUILDING

ND0008ZZ

RONALD N. DAVIES FEDERAL BUILDING

102 NORTH 4TH STREET,

GRAND FORKS, ND 58203

DESIGN EDGE

1" = 1'-0"

WALL TYPES

Mark Date Description

8/5/2025 35% Submittal

9/22/2025 65% Submittal

12/5/2025 95% Submittal

3/6/2026 100% Submittal

3/31/2026 Issued for Construction

1" FILLER 2'-4" 2'-0" 2'-4" 1'-3" 1" FILLER

PLAM UPPER CABINETS WITH

(2) ADJUSTABLE SHELVES

AND 4" ALUM. PULLS

CT-1 BACKSPLASH

PLAM BASE CABINETS

AND DRAWERS

PLAM CLAD COUNTERTOP

GWB - PAINT PT-1

MICROWAVE

TOE KICK

PAPER TOWEL DISPENSER

SOAP DISPENSER

" 1 1/2" 2"

4'-0"

2" 1 1/2"

PROVIDE LEVEL 3, SEALED

BALLISTIC TRANSACTION

WINDOW WITH LOCKABLE FLIP

TOP DEAL TRAY, AND

COUNTER MOUNTED TWO-

WAY COMMUNICATION

DEVICE. PROVIDE APRON

BELOW COUNTER ON SECURE

SIDE TO MAKE COUNTER

PROJECTION CONFORM TO

ADA REQUIREMENTS

A6.3

BULLET RESISTANT

WALL PER WALL TYPE

THREE SIDED STAINLESS

STEEL FRAME WITH

NEOPRENE SETTING

BLOCKS AT GLAZING 1X1

GLAZING STOP

SECURE SIDE

UL LISTED BULLET

RESISTANT GLAZING

PER SPECIFICATION

PLASTIC LAMINATE

COUNTERTOP WITH

ARMORTEX DIP TRAY

RMDT 1416

ARMORTEX RMDT 1416

DIP TRAY WITH HAVEN

SC300 SPEAKERS

NOTE:

THE BULLET RESISTANCE

RATING OF THE ACCOMPANYING

FRAME, COUNTER AND

ASSOCIATED ACCESSORIES

SHALL BE EQUAL TO OR BETTER

THAN THE GLAZING

BULLET RESISTANT

FIBERGLASS COMPOSITE

6"x36"x3/16" BACKPLATE

BOLTED OR WELDED TO

DOUBLE STUDS

DOUBLE 16 GA. STEEL

STUDS BOLTED OR TACK

WELDED TOGETHER AND

DIAGONALLY BRACED TO

DECK ABOVE

6"x36"x3/16" EXPOSED

STAINLESS FACEPLATE

3-1/4" DIA BOLTS

COUNTERSUNK WITH

TAMPER PROOF HEADS

PER FLANGE APPLIED

BEFORE DRYWALL ON

OPPOSITE SIDE

2'-0"

DOUBLE 16 GA. STEEL

STUDS AT 12" O.C.

6"x36"x3/16" ANCHOR

PLATES. EXPOSED

STAINLESS FACEPLATE

24" L x 1-1/2" DIA STAINLESS

GRAB BAR. FIELD VERIFY

WITH OWNER FOR EXACT

LOCATION PRIOR TO

INSTALLATION

HANDCUFF BAR TO BE

PROVIDED AND

INSTALLED BY GC

A6.3

EXISTING EXTERIOR

MASONRY WALL

CONSTRUCTION

REMOVE EXISTING

GYPSUM AND FURRING AT

WALL INTERSECTION TO

EXPOSE EXTERIOR WALL.

EXTEND NEW PARTITION

CONSTRUCTION TO

EXTERIOR MASONRY WALL

NEW INTERIOR WALL

CONSTRUCTION PER WALL

TYPE

DRYWALL J-MOLD

AT GWB EDGE

WALL PER WALL TYPE

(E) WINDOW SYSTEM

TOILET ACCESSORY SCHEDULE

DESCRIPTION: MANUFACTURER: MODEL NO. PROVIDED BY / INSTALLED BY: QUANTITY: NOTES:

TOILET TISSUE DISPENSER BOBRICK B-4388 CONTRACTOR / CONTRACTOR 1

PAPER TOWEL DISPENSER BOBRICK B-369 CONTRACTOR / CONTRACTOR

AND WASTE DISPOSAL

PAPER TOWEL DISPENSER BOBRICK B-26212 CONTRACTOR / CONTRACTOR 1 SURFACE MOUNTED

SANITARY NAPKIN DISPOSAL BOBRICK B-35303 CONTRACTOR / CONTRACTOR 1