Exhibit E - Architectural Drawings.pdf

PDF 11 MB Posted Mar 3, 2026

Attached to: Evansdale Crossing Third and Fourth Floor Renovations
Solicitation number: RFP202690000697
Issued by: Mingo County, West Virginia

About this file

Written by GovTribe AI · Mar 9, 2026

This file contains architectural drawings and code compliance documentation for a renovation project at West Virginia University's Evansdale Crossing facility located at 62 Morrill Way in Morgantown, West Virginia. The project involves renovations to the third and fourth floors of the existing five-story building to support a new testing center, associated offices, meeting rooms, and support spaces. The total building floor area is 102,342 square feet, with renovation work affecting approximately 12,280 square feet across the third and fourth floors. The building is classified as Type II(222) fully sprinklered construction with mixed occupancy classifications including business use and assembly use areas. The architectural drawings include existing condition plans, demolition plans, new work plans, reflected ceiling plans, and enlarged interior elevation details for restrooms and kitchen facilities.

The project must comply with multiple applicable codes including the West Virginia State Building Code and 2021 International Building Code, along with referenced standards for life safety (NFPA 101 2021 Edition), accessibility (ICC/ANSI A117.1-2017), energy (ASHRAE 90.1-2013), plumbing (IPC 2018), mechanical (IMC 2018), electrical (NEC 2017), and fire suppression (NFPA 13). Key code compliance requirements include a maximum travel distance of 300 feet from sprinklered areas, dead end limit of 50 feet, common path travel of 100 feet, and at least two means of egress required from each floor. The third floor renovation encompasses 11,729.18 square feet with a calculated occupancy load of 367 persons, while the fourth floor renovation affects 551.04 square feet. Wall assembly types include new and upgraded one-hour fire-rated partitions, and specific interior wall assemblies are detailed for construction. The drawings are marked as progress drawings not for construction and were prepared by Omni Associates, Architects in Fairmont, West Virginia, as of October 21, 2025.

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BUILDING CODE:

• West Virginia State Building Code (Current Edition)

• International Building Code (2021 Edition)

LIFE SAFETY:

• West Virginia State Fire Code (Current Edition)

• NFPA 101 Life Safety Code (2021 Edition)

ACCESSIBILITY:

• ICC/ANSI A117.1-2017

ENERGY:

• ANSI/ASHRAE/IESNA Standard 90.1-2013

PLUMBING:

• NFPA 13 Standard for the Installation of Sprinkler Systems

• International Plumbing Code (2018 Edition)

MECHANICAL:

• NFPA 90A (HVAC) Mechanical

• international Mechanical Code (2018 Edition)

ELECTRICAL:

• NFPA 70 - National Electrical Code (2017 Edition)

Copyright. © All rights reserved. Reproduction in whole or in part is prohibited. This drawing is an instrument of service, is the property of the Architect and may not be used in any way without written permission of this firm.

Project No: Drawn by:

G-1.0

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

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C O N C E P T U A L A X O N O M E T R I C V I E W

WVU EVANSDALE CROSSING RENOVATION CODE REVIEW

QR CODE

co n ta ct i n fo

P R O J E C T L O C A T I O N

P R O J E C T I N F O R M A T I O N

Sheet

Number Sheet Name

GENERAL

G-1.0 COVER SHEET

G-1.1 EXISTING CONDITIONS CODE REFERENCE

G-1.2 CODE COMPLIANCE UN-ALTERED FIRST & SECOND FLOORS

G-1.3 CODE COMPLIANCE - NEW WORK THIRD & FOURTH FLOORS

G-1.4 CODE COMPLIANCE UN-ALTERED FIFTH FLOOR

ARCHITECTURAL

A-0.0 ASSEMBLY TYPES, NOTES, AND SYMBOLS

AE-1.3 EXISTING CONDITIONS PLAN - 3rd FLOOR

AE-1.4 EXISTING CONDITIONS PLAN - 4th FLOOR

AD-1.3 DEMOLITION PLAN - 3rd FLOOR

AD-1.4 DEMOLITION PLAN - 4th FLOOR

A-1.3 NEW WORK PLAN - 3rd FLOOR

A-1.3a NEW WORK PLAN - 3rd FLOOR - AREA A

A-1.3b NEW WORK PLAN - 3rd FLOOR - AREA B

A-1.4 NEW WORK PLAN - 4th FLOOR

A-1.4a NEW WORK PLAN - 4th FLOOR - AREA A

A-1.4b NEW WORK PLAN - 4th FLOOR - AREA B

A-1.13 REFLECTED CEILING PLAN - 3rd FLOOR

A-1.13a REFLECTED CEILING PLAN - 3rd FLOOR - AREA A

A-1.13b REFLECTED CEILING PLAN - 3rd FLOOR - AREA B

A-1.14 REFLECTED CEILING PLAN - 4th FLOOR

A-1.14a REFLECTED CEILING PLAN - 4th FLOOR

A-1.14b REFLECTED CEILING PLAN - 4th FLOOR

A-4.1 ENLARGED PLANS AND INTERIOR ELEVATIONS

Applicable Life Safety Code NFPA 101 LIFE SAFETY CODE 2021 ED.

Applicable International Building Code (IBC) IBC 2018 ED.

Floor Area of Renovation (if applicable) 12,280.22 SF

Floor Area of Addition (if applicable) N/A

Total Floor Area (SQ. FT.) 102,342 SF

Building Footprint Area 25,988 SF

Does this building have a basement? NO

Number of Stories above grade 5

(A-1, B, R-1, etc.) FULL

USE\ OCCUPANCY CLASSIFICATION(S): FIRE SUPRESSION:

RENOVATION (IA, IB, IIB, etc.)

TYPE OF WORK: TYPE(S) OF CONSTRUCTION:

MORGANTOWN WV 26506

62 MORRILL WAY WEST VIRGINIA UNIVERSITY

BUILDING ADDRESS: OWNER ADDRESS:

P R O J E C T T E A M

D R A W I N G I N D E X

= PROJECT LOCATION

(304) 367-1417

Fairmont, WV 26554

207 Jefferson Street

Omni Associates, Architects

ARCHITECTURAL SERVICES:

MORGANTOWN WV 26505

WEST VIRGINIA UNIVERSITY

OWNER:

REVISIONS ▼

Axon - 3rd Floor

A P P L I C A B L E C O D E S

WV-705 (PATTERSON DRIVE)

W V-7 (M

ONONGAHELA BLVD

V-7 (BEECHURST AVE)

M O

R R

IL W

Axon - 4th Floor

Exhibit E - Architectural Drawings

ROOF

105' - 0"

110' - 6"

142' - 0"

131' - 0" 146' - 6"

152' - 0"

OCCUPANT LOAD (TABLE 1004.1.1)

100 ppl @ 100 gross sf/person

Project No: Drawn by:

G-1.1

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

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O V

O N

C O

D E R

E V

- E X

N G

C O

N D

N S C

O D

E R

E F E R

E N

C E

O R

L W

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REVISIONS ▼

SCALE: 1/16" = 1'-0" SHEET: G-1.103 LIFE SAFETY PLAN - 03 THIRD FLOOR EXISTING CONDITIONS

ORIGINAL EVANSDALE CROSSINGS CODE INFORMATION (FOR REFERENCE)

DOOR

CLEAR

CAPACITYE

3'-4"

S02-1/1

DOOR

CLEAR

CAPACITYE

100/4

DOOR

CLEAR

CAPACITYE

100/3

DOOR

CLEAR

CAPACITYE

100/2

DOOR

CLEAR

CAPACITYE

100/1

ENTRY LOBBY

ELEVATOR LOBBY

STAIR 3

S03-1

ELEV

E1-1

ELEV

E2-1

ELEV

E3-1

F ELEV

E4-1

FIRE CMD CNTR

ELEC

STAIR 2

S02-1

2'-10"

1ST FLOOR GROSS AREA = 22,247 SF

MECHANICAL

CHASE

MECHANICAL

CHASE

STAIR 4

S04-1

DOOR

CLEAR

CAPACITYE

3'-4"

S03-2/1

DOOR

CLEAR

CAPACITYE

3'-4"

S01-2/1

DOOR

CLEAR

CAPACITYE

3'-4"

S01-2/2

STAIR 3

S03-1

F ELEV

E4-1

STAIR 1

S01-2

LOBBY

CORRIDOR

ELEC

SERVICE CORRIDOR

ELEV

E2-2

ELEV

E3-2

ELEV

E4-2

2ND FLOOR GROSS AREA = 25,988 SF

DOOR

CLEAR

CAPACITYE

2'-10"

S02-2/1

MECHANICAL

CHASE

MECHANICAL

CHASE

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

EXIT ACCESS TRAVEL DISTANCE

100'-0"

FIRE EXTINGUISHER - CABINET

DOOR

CLEAR

CAPACITYE

6' - 0"

EGRESS OPENING INDICATOR

WITH EGRESS CAPACITY TAG

FLOOR LEVEL

PATH OPTION

STAIR TOWER #

2A3

TRAVEL DISTANCE

AREA NOT IN SCOPE

ASSEMBLY OCCUPANCY

BUSINESS OCCUPANCY

STORAGE OCCUPANCY

OCCUPANCY LEGEND

Project No: Drawn by:

G-1.2

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

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O V

O N

C O

D E R

E V

- C O

D E C

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A N

C E U

N -A

E R

E D

S T

E C

O N

D F

R S

O R

L W

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N W

REVISIONS ▼

SCALE: 1/16" = 1'-0" SHEET: G-1.21 LIFE SAFETY PLAN - 01 FIRST FLOOR

SCALE: 1/16" = 1'-0" SHEET: G-1.22 LIFE SAFETY PLAN - 02 SECOND FLOOR

CODE SYMBOLS LEGEND

115' - 0" 3C1

114' - 6" 3C3

140' - 6" 3B1

86' - 6" 3D2

153' - 6" 3A3 100' - 6" 3A1

STAIR 1

S01-3

TESTING CENTER

132' - 6" 3D3

138' - 6" 3B3

DOOR

CLEAR

CAPACITYE

3'-4"

S01-3/1

DOOR

CLEAR

CAPACITYE

3'-4"

S03-3/1

DOOR

CLEAR

CAPACITYE

2'-10"

372/1

DOOR

CLEAR

CAPACITYE

2'-10"

S02-3/1

CORR

LOBBY

300STAIR 3

S03-3

LOUNGE

OFFICE

MTG

OFFICE

W/C

KITCHEN

STO

314OFFICE

TESTING CENTER

TESTING CNTR

RCPTN

CORRIDOR

C305

F ELEV

E4-3

ELEV

E3-3

ELEV

E2-3

ELEV

E1-3 STORAGE

SHELL SPACE

MTG

ELEC

STAIR 2

S02-3

STAIR 5

S05-3

DOOR

CLEAR

CAPACITYE

5'-10"

357/1

DOOR

CLEAR

CAPACITYE

2'-10"

320-1

DOOR

CLEAR

CAPACITYE

320-3

DOOR

CLEAR

CAPACITYE

320-2

DOOR

CLEAR

CAPACITYE

2'-10"

5'-8"

173' - 6" 3F1192' - 0"

3F3

ROOFROOF

EXISTING COVERED WALKWAY

G01

G02

G03

3RD FLOOR GROSS AREA = 21,733 SF

(AREA OF RENOVATION = 11,729.18 SF)

OCCUPANT LOAD (TABLE 1004.5)

5,416 sf 36 ppl @ 150 gross sf/person (was previously 100 gross sf/person (IBC 2009))

OCCUPANT LOAD (TABLE 1004.5)

948.56 sf 63 ppl @ 15 gross sf/person

OCCUPANT LOAD (TABLE 1004.5)

349 sf 1 ppl @ 300 gross sf/person

OCCUPANT LOAD (TABLE 1004.5)

2,262 sf 150 ppl @ 15 gross sf/person

OCCUPANT LOAD (TABLE 1004.5)

1,268 sf 8 ppl @ 150 gross sf/person

OCCUPANT LOAD (TABLE 1004.5) (CONCENTRATED)

368 sf 7 ppl @ 50 gross sf/person

OCCUPANT LOAD (TABLE 1004.5)

28 sf 0 ppl @ 150 gross sf/person

N E

G04

G02

G01 G01

G02

DOOR

CLEAR

CAPACITYE

2'-10"

371-2

CLASSROOM

DOOR

CLEAR

CAPACITYE

371-1

2'-10"

(LIMITED TO

120 SEATS MAX)

(25-50 SEAT

CLASSROOM)

95' - 0" 3E3

90' - 0" 3E2

G05

COLLABORATION

CBCL

LAUNCH LAB -

VACANT

STORAGE

VACANT

MTG

CBCL

G02

G06

DOOR

CLEAR

CAPACITYE

2'-10"

373/1

66' - 6" 3G2

132' - 0" 3G3

MECHANICAL

CHASE

MECHANICAL

CHASE

47' - 6" 3H3

163' - 0" 3H2

OCCUPANT LOAD (TABLE 1004.5)

609.45 sf 4 ppl @ 150 gross sf/person (was previously 100 gross sf/person (IBC 2009))

ROOF

BEYOND

79' - 0" 4A3

164' - 0" 4A2

DOOR

CLEAR

CAPACITYE

3'-4"

S01-4/1

DOOR

CLEAR

CAPACITYE

3'-4"

S03-4/1

DOOR

CLEAR

CAPACITYE

2'-10"

S02-4/1

STAIR 3

S03-4 LOBBY

CORRIDOR

F ELEV

E4-4

ELEV

E1-4

ELEV

E2-4

ELEV

E3-4

STAIR 1

S01-4

STAIR 2

S02-4

ELEC RM

4TH FLOOR GROSS AREA = 21,406 SF

(AREA OF RENOVATION = 551.04 SF)

MECHANICAL

CHASE

MECHANICAL

CHASE

DOOR

CLEAR

CAPACITYE

2'-10"

400/3

OFFICE

CONF RM

OFFICE

PHONE

CIRC

CIR-42

OCCUPANT LOAD (TABLE 1004.5)

409.66 sf 2 ppl @ 150 gross sf/person

DOOR

CLEAR

CAPACITYE

2'-10"

403/2

ROOF

BEYOND

ROOF

BEYOND

EXISTING COVERED

WALKWAY BEYOND

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

EXIT ACCESS TRAVEL DISTANCE

100'-0"

FIRE EXTINGUISHER - CABINET

DOOR

CLEAR

CAPACITYE

6' - 0"

EGRESS OPENING INDICATOR

WITH EGRESS CAPACITY TAG

FLOOR LEVEL

PATH OPTION

STAIR TOWER #

2A3

TRAVEL DISTANCE

AREA NOT IN SCOPE

ASSEMBLY OCCUPANCY

BUSINESS OCCUPANCY

STORAGE OCCUPANCY

OCCUPANCY LEGEND

The footprint of plans submitted for review for code analysis of the Evansdale Crossing 3rd Floor. The building is existing Type II(222) fully sprinklered. This was evaluated from NFPA 101 Chapter 43 as Reconstruction.

The following Codes apply: WV State Fire Code 87 CSR 1 Effective Date July 1, 2016 2021 NFPA 101 (Life Safety) and NFPA codes in effect 2021 2017 NFPA 70 National Electric Code

2019 NFPA 13

2021 NFPA 90A (HVAC) Mechanical 2021 International Building Code adopted WV Effective August 8, 2022

College Business Occupancy:

Minimum Construction Type: 2024 WV STATE FIRE CODE

2021 IBC Chapter 5 Occupant Load: 2021 NFPA 101, 7.3.1.2

Assembly Use Area: 15 Business Use Area: 50 2021 IBC Chapter 10

Means of Egress: 2021 NFPA 101, 13.

Travel Distance 300 feet (sprinklered) Dead End Limit 50 feet (sprinklered) Common Path Travel 100 feet if build is (sprinklered) At least two means of egress are required from each floor

Vertical Openings: 3 STAIRS 2021 NFPA 101, Chapter 8 2 Hour Rating

Interior Finish 2021 NFPA 101, Exit corridors- Class A or B Exit Access Corridors.

Class A & B or C including ceilings and wall in all other areas.

Fire Alarm Requirements: WV State Fire Code 87-1 (2.2.1) Fire Alarm required for supervision of sprinkler system

Fire Extinguishers: 2021 NFPA 101, , NFPA 10, 75 feet travel distance

Sprinkler Requirements: Existing sprinklered WV State Fire Code 2021 IBC required to comply with building height and area

NFPA 101, 43.2.2.1.4 * Reconstruction.

The reconfiguration of a space that affects an exit or a corridor shared by more than one occupant space; or the reconfiguration of a space such that the rehabilitation work area is not permitted to be occupied because existing means of egress and fire protection systems, or their equivalent, are not in place or continuously maintained.

NFPA 101, 43.2.2.4 Rehabilitation Work Area.

That portion of a building affected by any renovation, modification, or reconstruction work as initially intended by the owner, and indicated as such in the permit, but excluding other portions of the building where incidental work entailed by the intended work must be performed, and excluding portions of the building where work not initially intended by the owner is specifically required.

BUSINESS WITH ASSEMBLY USE AREAS

12.1.3 Multiple Occupancies.

12.1.3.1 General.

Multiple occupancies shall be in accordance with 6.1.14.

12.1.3.3 * Simultaneous Occupancy.

Exits shall be sufficient for simultaneous occupancy of both the assembly occupancy and other parts of the building, except where the authority having jurisdiction determines that the conditions are such that simultaneous occupancy will not occur.

Occupancy

Assembly ≤ 300

Assembly >300 to ≤1000

Assembly >1000

Educational

Apartment Buildings

Board & Care Small

Board & Care Large

Mercantile

Mercantile, Mall

Mecantile, Bulk, Retail

Business

Industrial, General Purpose

Industrial, Special Purpose

Industrial, High

Hazard

Storage, Low &

Ordinary Hazard

Storage, High

Hazard

Table 6.1.14.4.1(b) Required Separation of Occupancies (hours)*, Part 2

*Minimum Fire Resistance Rating. The fire resistance rating is permitted to be reduced by 1 hour, but in no case to less than 1 hour, where the building is protected throughout by an approved automatic sprinkler system in accordance with 9.7.1.1(1) and supervised in accordance with 9.7.2.

If the Assembly Occupancy is part of the adjacent business area this could be considered incidental, and no separation would be required. If area is rented to another entity separation may be required.

Occupant Load.

The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors that are characteristic of the use of the space or shall be determined as the maximum probable population of the space under consideration, whichever is greater.

All office areas occupant load shall be determined using 50 square feet per person.

Calculated Business square footage 7661 / 50 = 153.22 persons Calculated Assembly Use Room 320 2262 / 15= 150.8 persons Calculated Assembly Use Room 371 948 / 15= 63.2 persons

STORAGE AREAS

*other than Storage and Mercantile Occupancy 715 / 500= 1

TOTAL OCCUPANCY THIRD FLOOR = 367 PERSONS

Stair 1 Door S01 40” / .2 = 200 PERSONS Stair 2 Door S02 3/1 34” / .2 = 170 PERSONS Stair 3 Door S03-3/1 40” / .2 = 200 PERSONS Stair width 44 inches 44”/.3 = 147 PERSONS PER STAIR 147x3 = 441 PERSONS

Door 320-1 from Assembly Area 34” /.2= 170 Persons Door 320-2 from Assembly Area 34” /.2= 170 Persons Door 320-3 from Assembly Area 34” /.2= 170 Persons Doors 320-2 and 320-3 are not remote

Door 357-1 Double Egress 70” /.2 = 350 Persons

Classroom 371 Door 371-1 34” /.2=170 Persons Door 371-2 34” /2=170 Persons

4th Floor renovation of 3 Office space reveals no requirements.

1. Exiting for all areas have required width for Occupancy Load Calculations

2. Travel Distance for all areas are within code requirements.

3. Electrical Room 306 shall be at least smoke tight with 20 minute rated door, closer, and latch unless the room has a transformer room with greater than 125 kVA require fire rated separation according to the National Electric Code of at least 1-hour with a ¾ hour rated door and assembly.

NFPA 80, 5.2 * Inspection and Testing.

5.2.1 * Upon completion of the installation, door, shutters, and window assemblies shall be inspected and tested in accordance with 5.2.4.

NFPA 80, 5.2.2.1

Records of acceptance tests shall be retained for the life of the assembly.

NFPA 101, 12.2.2.2.1

Doors complying with 7.2.1 shall be permitted.

7.2.1.14 Inspection of Door Openings.

7.2.1.14.1 * Where required by Chapters 11 through 43, the following door assemblies shall be inspected and tested not less than annually in accordance with 7.2.1.14.2 through 7.2.1.14.7:

1. (1) Door leaves equipped with panic hardware or fire exit hardware in accordance with 7.2.1.7

2. (2) Door assemblies in exit enclosures

3. (3) Door hardware release of electrically locked egress door assemblies

4. (4) Door assemblies with special locking arrangements subject to 7.2.1.6

7.2.1.14.2 * The inspection and testing interval for fire-rated and nonrated door assemblies shall be permitted to exceed 12 months under a written performance-based program.

7.2.1.14.2.2

Technical justification for inspection, testing, and maintenance intervals shall be documented.

7.2.1.14.3 A written record of the inspections and testing shall be signed and kept for inspection by the authority having jurisdiction.

7.2.1.14.4 Functional testing of door assemblies shall be performed by individuals who can demonstrate knowledge and understanding of the operating components of the type of door being subjected to testing.

7.2.1.14.5 Door assemblies shall be visually inspected from both sides of the opening to assess the overall condition of the assembly.

7.2.1.14.6 As a minimum, the following items shall be verified:

1. (1) Floor space on both sides of the openings is clear of obstructions, and door leaves open fully and close freely.

2. (2) Forces required to set door leaves in motion and move to the fully open position do not exceed the requirements in 7.2.1.4.5.

3. (3) Latching and locking devices comply with 7.2.1.5.

4. (4) Releasing hardware devices are installed in accordance with 7.2.1.5.3.1.

5. (5) Door leaves of paired openings are installed in accordance with 7.2.1.5.9.

6. (6) Door closers are adjusted properly to control the closing speed of door leaves in accordance with accessibility requirements.

7. (7) Projection of door leaves into the path of egress does not exceed the encroachment permitted by 7.2.1.4.3.

8. (8) Powered door openings operate in accordance with 7.2.1.9.

9. (9) Signage required by 7.2.1.4.1(3), 7.2.1.5.6, 7.2.1.6, and 7.2.1.9 is intact and legible.

10. (10) Door openings with special locking arrangements function in accordance with 7.2.1.6.

11. (11) Security devices that impede egress are not installed on openings, as required by 7.2.1.5.10.

12. (12) Where required by 7.2.2.5.5.7, door hardware marking is present and intact.

13. (13) Emergency lighting on sensor-release of electrical locking systems and doors equipped with delayed-egress electrical locking systems is present in accordance with

Section 7.9.

Project No: Drawn by:

G-1.3

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

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C R

O S S

G R

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O V

O N

C O

D E R

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- C O

D E C

O M

A N

C E

N E W

W O

R K

T H

O U

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M O

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N W

REVISIONS ▼

SCALE: 1/16" = 1'-0" SHEET: G-1.303 LIFE SAFETY PLAN - 03 THIRD FLOOR

SCALE: 1/16" = 1'-0" SHEET: G-1.304 LIFE SAFETY PLAN - 04 FOURTH FLOOR

CODE SYMBOLS LEGEND

EXIT ACCESS TRAVEL DISTANCE - 3RD FLOOR

Mark Length

3A1 100'-8"

3A3 153'-5"

3B1 140'-4"

3B3 138'-3"

3C1 115'-0"

3C3 114'-7"

3D2 86'-9"

3D3 132'-5"

3E2 90'-3"

3E3 94'-10"

3F1 173'-5"

3F3 192'-1"

3G2 66'-7"

3G3 132'-2"

3H2 163'-1"

3H3 47'-4"

KEYED MODIFICATION NOTES

# Note Text

G01 NEW 1 HOUR RATED PARTITION WALL

G02 UPGRADE EXISTING WALLS TO 1 HOUR RATED PARTITION WALL

G03 NEW 45 MIN RATED DOOR & FRAME IN UPGRADED 1 HOUR PARTITION WALL

G04 PANIC HARDWARE REQUIRED

G05 RELOCATED CUBICLE WALLS

G06 UPGRADE EXISTING DOOR, FRAME, AND HARDWARE AS REQUIRED TO ACHIEVE A

45 MIN RATED DOOR & FRAME IN UPGRADED 1 HOUR PARTITION WALL

EXIT ACCESS TRAVEL DISTANCE - 4TH FLOOR

Mark Length

4A2 164'-1"

4A3 78'-9"

CODE ANALYSIS

DOOR

CLEAR

CAPACITYE

3'-2"

S01-5/1

DOOR

CLEAR

CAPACITYE

3'-4"

S03-5/1

DOOR

CLEAR

CAPACITYE

2'-10"

509/2

DOOR

CLEAR

CAPACITYE

2'-10"

509/1

DOOR

CLEAR

CAPACITYE

2'-10"

550/1

172' - 6" 5A

84' - 0" 5B

EDGE OF EXISTING

PRT BUILDING

F ELEV

E4-5

ELEV RM

S03-28

ELEV

E1-5

ELEV

E2-5

ELEV

E3-5

STAIR 3

S03-5

STAIR 1

S01-5

BRIDGE

ROOF

CORRIDOR

LOBBY

5TH FLOOR GROSS AREA = 10,968 SF

67' - 0" 5C

OPEN ROOF

TERRACE

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

EXIT ACCESS TRAVEL DISTANCE

100'-0"

FIRE EXTINGUISHER - CABINET

DOOR

CLEAR

CAPACITYE

6' - 0"

EGRESS OPENING INDICATOR

WITH EGRESS CAPACITY TAG

FLOOR LEVEL

PATH OPTION

STAIR TOWER #

2A3

TRAVEL DISTANCE

AREA NOT IN SCOPE

ASSEMBLY OCCUPANCY

BUSINESS OCCUPANCY

STORAGE OCCUPANCY

OCCUPANCY LEGEND

Project No: Drawn by:

G-1.4

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

E N

O V

O N

C O

D E R

E V

- C O

D E C

O M

A N

C E U

N -A

E R

E D

O R

L W

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M O

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A N

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REVISIONS ▼

SCALE: 1/16" = 1'-0" SHEET: G-1.405 LIFE SAFETY PLAN - 05 FIFTH FLOOR

CODE SYMBOLS LEGEND

INTERIOR WALL ASSEMBLIES

E EXISITNG WALL TYPE (COMPOSITION TO BE FIELD

VERIFIED AS REQUIRED)

SF METAL STUD FULL-HEIGHT

SP METAL STUD PARTIAL-HEIGHT

SW SHAFT WALL

EXAMPLES:

SF1 = MTL STUD FULL-HEIGHT INT WALL ASSEMBLY, TYPE #1

SP3 = MTL STUD PARTIAL-HEIGHT INT WALL ASSEMBLY, TYPE #3

SEE ASSEMBLY LEGENDS (THIS SHEET) FOR ASSEMBLIES USED IN

THIS PROJECT

A. See plans and sections for wall, roof, and floor assembly location and type selections.

B. All U.L. rated systems shown or referenced in these construction documents shall be installed according to the specifications as shown in the current version of the official U.L. system reference tool, such as “U.L.

Product iQ”. U.L. systems are not fully detailed and therefore it is the contractor’s responsibility to reference the system to become fully aware of all the detailed requirements. To ensure compliance, the contractor is required to submit a shop drawing of each type of system showing details and components. Any alternative systems must be approved during the bidding process.

C. Wall types do not include finishes, U.N.O. See room finish schedule and \ or interior elevations for finish information.

D. All interior partition types shall be type 'SF1A' unless noted otherwise.

E. Walls surrounding tubs, adjacent to sinks and toilets or where wall tile is to be applied shall have moisture-resistant gypsum wallboard in lieu of GWB shown on wall types (match GWB thickness).

F. See code compliance sheet for location of walls of fire-resistive construction. All walls of fire-resistive construction shall extend to underside of floor or roof deck above. All rated walls are to be constructed in accordance with noted assembly designs to the standards of the applicable testing agency.

G. In all cases, the partition with the greater fire rating shall be continuous through wall intersections.

H. All penetrations through walls, floors and between curtainwall and floor shall be sealed with firestopping material as required to achieve the respective fire-resistive rating and smoke stoppage.

I. Fire rated enclosures around all steel columns shall be continuous from floor to underside of deck above for each level.

J. Provisions shall be made at all full height nonbearing walls for 1-inch vertical movement of the building structure without transfer of compressive loads to wall. Fill irregularities between top of wall land deck above with fire safing insulation or firestopping materials as required to meet fire rating of respective walls. See detail for stud walls and structural for CMU walls.

K. Scribe gypsum board of walls and partitions to irregularities of deck above.

Seal tightly around any penetrations.

L. Control joints in gypsum wall board to be spaced no more than 25'-0" apart, and are to be aligned to fenestration edges when possible.

M. Interior walls where sound batts are indicated are acoustic walls, and should be sealed accordingly. Maintain specific STC ratings where noted.

Walls enclosing restrooms and private offices shall always be insulated to prevent sound transmittance.

N. All partitions enclosing toilet rooms and mechanical rooms shall have sound insulation.

O. Where steel stud walls do not extend to structure, provide brace at centerline of door openings.

P. Wall types do not show blocking or bracing within the wall. The contractor is responsible for anticipating where blocking and bracing will be required to meet the design intent. Certain types of blocking (such as untreated wood) may not be allowed by code to be used in all types of construction.

Confirm with architect that planned blocking methods are acceptable.

Locations for blocking include, but are not limited to:

- wall-mounted counters and cabinets

- wall-mounted accessories and equipment

- door hold-open devices, closures and stops

- toilet room partitions and accessories

- televisions and mounting brackets

- other locations as required by architect and industry standards

A10

AA AA

A10

Ref BB

B B

A.1N

A.F.F.

ACT-5

8'-0" Level 1

Room name

150 SF

EXTERIOR

ELEVATIONS

DOOR TAG

WALL ASSEMBLY TAG

WINDOW TAG

GLAZING PANEL TYPE

CEILING TAG

BUILDING

SECTIONS

WALL & DETAIL

SECTIONS

SECTION

SHEET

STRUCTURAL

GRIDS

# KEYED NOTES

ELEV.

SPOT ELEVATION BUILDING LEVEL

ROOM TAG

MATERIAL TAG

PLAN NORTH

TRUE NORTH

NORTH

ARROW

PHOTO REFERENCE

Ref

ELEV.

NAME

CALLOUT REFERENCE

INTERIOR

ELEVATIONS

ELEVATION

SHEET

SECTION

SHEET

X TOILET ACCESSORIES

+6"

ELEVATION CHANGE

A.1

EXISTING NEW

R1 ROOF or FLOOR

ASSEMBLY TAG

000.0 SIGNAGE TYPE

ELEVATION

SHEET

EQUIPMENT TAG1i

GENERAL NOTES APPLY TO ALL DRAWINGS

A. Do not scale the drawings.

B. Verify field conditions prior to commencement of each portion of the work.

C. Dimensions for door and window openings are shown nominal. Allow for

1/4-inch (10) shimming and sealant of exterior frames.

D. Dimensions:

a. All dimensions referencing existing work are to be field verified and are from finished faces of walls & column(s)/surround(s), unless otherwise noted.

b. All dimensions referencing new work are actual and are to face of studs, face of concrete walls, face of CMU walls, face of frames, or centerline of columns, unless noted otherwise.

E. Floor spot elevations are shown thus 00'-0".

F. Architectural finish floor elevation 100'-0" equals actual site reference elevation of finish floor feet.

G. General contractor shall coordinate all mechanical chase sizes with mechanical subcontractor.

H. The owner shall be responsible for providing the contractor with rough-in information necessary to accommodate the installation of owner furnished and installed items.

I. The contractor shall include all owner furnished and installed items in the construction schedule, and shall coordinate with the owner to accommodate these items.

J. General contractor shall coordinate sizes and locations of concrete housekeeping pads with the mechanical and electrical equipment suppliers. Paint all edges of equipment pads safety yellow.

K. General contractor is required to provide secure key safes (Knox Box brand or approved equal) in quantity, size, key type, and location as required by local fire officials.

L. Safety glazing shall be required in the following locations. See IBC Chapter 24 for exceptions.:

a. Doors

b. Windows (including sidelites and borrow lites) within 24" of any door where the glazing is less than 60" above the walking surface

c. Windows, when all of these conditions are met:

• The exposed glazing is larger than 9sf

• The bottom edge of glazing is less than 18" above the floor

• The top edge of the glazing is greater than 36" above the floor

• One or more walking surfaces are within 36" of the glazing plane

d. Glazing in guards and railings, including baluster and infill panels

e. Within 60" of a bathtub, hot tub, spa, whirlpool, or swimming pool if the bottom edge of the glazing is less than 60" above the walking or standing surface

f. Windows adjacent to stairways or walkways where the glazing is less than 60" above the walking surface

g. Fire department access panels (including all panes of a multi-pane insulated glass unit)

E X

N E

D E M

O L

H E D

FLOOR

FLOOR/ROOF SLAB OR

BLDG STRUCTURE

CEILING

(IF PRESENT)

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUDS @ 16" o.c.

5/8" GYPSUM WALLBOARD

4 7/8"

SF1A

SLIP JOINT

NOTE: (TYP. @ ALL STEEL STUD FRAMED FULL-HEIGHT WALLS)

PROVIDE CONTINUOUS DEEP LEG DEFLECTION TRACK AND TOP TRACK AT TOP OF WALL

GWB BOTH SIDES -

GWB EXT 4" ABOVE CLG

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUDS @ 16" o.c.

5/8" GYPSUM WALLBOARD

4 7/8"

SOUND INSULATION

CONT. ACOUSTICAL SEALANT (BOTH

SIDES)

CONT. ACOUSTICAL SEALANT (BOTH

SIDES)

SLIP JOINT

SF2D

GWB BOTH SIDES -

3 1/2" SAFB IN CAVITY

ACOUSTICAL SEALANT

SF2E

GWB ONE SIDE ONLY -

3 1/2" SAB IN CAVITY

ACOUSTIC SEALANT

3 5/8" MT; STUD @ 16" O.C.

GWB 2 SIDES EXTNDNG 4" ABOVE CLG SYS

3 1/2" SAB IN CAVITY AND 24" TO EITHER

SIDE ABOVER CLG

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUDS @ 16" o.c.

5/8" GYPSUM WALLBOARD

3 1/2" SAFB INSULAITON

CONT. ACOUSTICAL SEALANT (BOTH

SIDES)

CONT. ACOUSTICAL SEALANT (BOTH

SIDES)

SLIP JOINT

SF2F

1/2" RESILIENT CHANEL @ 24"

O.C.

SF2K

TYPE-X GWB BOTH SIDES -

3 1/2" SAB IN CAVITY

1 HOUR RATED / UL DESIGN 419

2 1/2" MTL STUD @ 12" O.C.

GWB 1 SIDESF10

2 1/2" METAL STUDS @ 12" o.c.

5/8" GYPSUM WALLBOARD

SLIP JOINT

Project No: Drawn by:

A-0.0

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

E N

O V

O N

C O

D E R

E V

- A S S E M

T Y

P E S

N O

A N

D S

Y M

B O

O R

L W

A Y

M O

R G

A N

N W

ASSEMBLY TYPE PREFIXES ASSEMBLY NOTES

DRAWING SYMBOLS

GENERAL PROJECT NOTES

AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

ADD ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECTURAL, ARCHITECT

AUTO AUTOMATIC

BD BOARD

BKHD BULKHEAD

BL BUILDING LINE, BASE LINE

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BTW BETWEEN

CFMF COLD-FORMED METAL FRAMING

CH CHANNEL

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CTR CENTER

ARCHITECTURAL ABBREVIATIONS

PROJECT PHASE GRAPHICS LEGEND

DBL DOUBLE

DEPT DEPARTMENT

DIA DIAMETER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIS EXISTING

EXP EXPANSION

EXT EXTERIOR

FCB FIBER-CEMENT BOARD

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FIN FINISH, FINAL

FLEX FLEXIBLE

FLR FLOOR

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOE FACE OF EXISTING

FOS FACE OF STUD

FR FIRE RESISTANT

FRP FIBER-REINFORCED PLASTIC

FRT FIRE-RETARDANT TREATED

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFI GROUND FAULT INTERRUPTER

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HANDICAP

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH PRESSURE

HR HOUR

HSS HIGH STRENGTH STEEL

HT HEIGHT

HYD HYDRANT

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

MANF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OH OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

OVHD OVERHEAD

P-LAM PLASTIC LAMINATE

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PNL PANEL

PR PAIR

PT PRESSURE TREATED

PWD PLYWOOD

R RISER

RAF RAISED ACCESS FLOOR

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING, REINFORCED

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

SAB SOUND ATTENUATION BLANKET

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURE, STRUCTURAL

SURF SURFACE

SW SIDEWALK

T TREAD

REVISIONS ▼

TEMP TEMPERATURE, TEMPERED

TG TONGUE & GROOVE

THD THRESHOLD

TO TOP OF

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VER VERTICAL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WH WATER HEATER

WO WITHOUT

WRB WEATHER-RESISTIVE BARRIER

WT WEIGHT

WWF WELDED WIRE FABRIC

XP EXPLOSION PROOF

YD YARD DRAIN

SCALE: 1" = 1'-0" SHEET: A-0.01 INTERIOR WALL ASSEMBLIES

A.2

B.5

A.3

2 3 4 5 6

6.2 6.5

0.5

364 363

360 359

356 355

349 348

345 344

334 327

328 326

325329

330 324 323

320B

368 372

375 379

376 380

392 397

391 396

395390

389 394

393388

399A

399C 399B 306 E4-4

308 309

320 300A

S03

E3-4

E2-4

E1-4

310A

310B

310C

311A

311B

S02/1

MECHANICAL CHASE

MECHANICAL

CHASE

Project No: Drawn by:

AE-1.3

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

E N

O V

O N

C O

D E R

E V

- E X

N G

C O

N D

N S P

N rd

O R

L W

A Y

M O

R G

A N

N W

KEYED DEMOLITION NOTES

# Note Text

SCALE: 3/32" = 1'-0" SHEET: AE-1.31 03 THIRD FLOOR - EXISTING CONDITIONS

REVISIONS ▼

A.2

B.5

A.3

2 3 4 5 6

6.2 6.5

0.5

Project No: Drawn by:

AE-1.4

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

E N

O V

O N

C O

D E R

E V

- E X

N G

C O

N D

N S P

N th

O R

L W

A Y

M O

R G

A N

N W

KEYED DEMOLITION NOTES

# Note Text

REVISIONS ▼

SCALE: 3/32" = 1'-0" SHEET: AE-1.41 04 FOURTH FLOOR - EXISTING CONDITIONS

R E

A.2

B.5

A.3

2 3 4 5 6

6.2 6.5

D01 D01

D02 D02

D01

D01 D01

D01

D03

D01

D04

D06

D04

D05

D08D08

D08 D08

D08

D08 D08

D08D08

D08

D07

D01

D04

D10

STAIR 1

S01-3

STAIR 3

S03-3

STAIR 2

S02-3

SHELL SPACE

LAUNCH LAB -

VACANT

MTG

VACANT

ELEV

E3-3

ELEV

E2-3

ELEV

E1-3

F ELEV

E4-3

ELEC

IT CLST

MEN

WOMEN'S

CUSTODIAL

MTG

ROOFROOF

EXISTING COVERED WALKWAY

D09

D08

D03

D11

D11D13

D14

D15

D16

D06

D17

D10D10

D10

D03

D12

MECHANICAL

CHASE

MECHANICAL

CHASE

A. Coordinate all demolition/phasing efforts with the architect, engineer and owner's representatives. Every effort shall be made to minimize disruption of adjacent operations and to ensure public safety and safe working conditions. Excessive noise or vibration shall be pre-approved and coordinated with the owner's representative.

B. Coordinate with the owner any pre-approved disruption and verification of service within the existing building so as to minimize the disruption of service.

C. Provide temporary dust partition protecting access enclosures where noted and as directed by the owner or architect around all areas of work to prevent the spread of construction debris and dust. Temporary partitions to be constructed prior to start of the demolition work. Isolate any demolition/construction work from the general public and maintain means of egress throughout the work.

D. Maintain a secure, weather-tight enclosure at the exterior of the existing building throughout the demolition/construction portion of the work in that area. Building security shall be coordinated with the owner.

E. Verify all existing conditions, dimensions, and elevations and notify the architect-engineer of any discrepancies.

F. Remove in their entirety all existing walls, doors, millwork, plumbing fixtures, etc. as required to execute the demolition/construction work described by the architect-engineer.

G. Remove all demolition materials from the site unless noted otherwise. The owner shall reserve the right to salvage any materials.

H. Provide protection for all existing building materials and equipment from damage due to any demolition or construction-related incident performed under this contract.

I. Repair or replace any walls, floors, or equipment damaged as a result of demolition or construction to match existing finish and/or condition.

J. The contractor shall coordinate with the architect-engineer any materials to be reused and will be responsible for verifying and maintaining the functional and aesthetic integrity of the materials.

K. Verify and maintain the location of existing power, communication and data cables so as not to inadvertently interrupt the continuity of their service.

L. Patch all floor and ceiling penetrations resulting from removal or rerouting of new or existing piping, ductwork, conduit, etc...as required to maintain fire separations. Finish as required for new or existing adjacent surfaces.

M. Cap all disconnected mechanical piping lines within the wall or floor. Patch and finish as required to match new or existing adjacent surfaces.

N. See MEP drawings and notes for further sequencing and scope of work.

O. Avoid any disturbance of soils within the zone of influence around existing footings and floor slabs as directed by soils engineer.

P. Remove portions of existing concrete slabs as required for new mechanical, electrical and/or plumbing work. Coordinate locations and sizes with mechanical, electrical and/or plumbing installers. Patch concrete slabs to match existing. Install vapor barrier prior to pouring slab.

Q. Contractor to remove all unnecessary or abandoned piping, conduit and wiring that is accessible without additional demolition.

R. Areas showing the removal of walls to be properly shored up, if necessary. The contractor is responsible for determining which areas are to be shored and the structural integrity of such shoring.

S. Notes showing demolished conduit, gas lines, waterlines and air lines assume demolition of entire line referenced.

T. Remove and or reinstall ceilings as required by mechanical, electrical or plumbing ceiling work in areas where no architectural demolition work or limited demolition work is being done. Reinstall ceilings and patch to match existing.

U. Any demolition work necessary on floor above or below (demolition required to install new work) shall be scheduled with the owner. Any finishes disturbed or damaged as a result of demolition or installation shall be patched or replaced to match existing finishes.

V. Contractor to remove all room and cubicle designation signs. Coordinate with owner for possible re-use/storage.

AREA NOT IN SCOPE

Project No: Drawn by:

AD-1.3

2024003.02 GAM

2025.10.21

PROGRESS DRWGS

NOT FOR CONSTR.

CODE ANALYSIS

W V

U E

V A

N S D

C R

O S S

G R

E N

O V

O N

C O

D E R

E V

- D E M

N P

N rd

O R

L W

A Y

M O

R G

A N

N W

SCALE: 3/32" = 1'-0" SHEET: AD-1.31 03 THIRD FLOOR DEMOLITION PLAN

REVISIONS ▼

GENERAL DEMOLITION NOTES GRAPHICS LEGEND KEYED CONSTRUCTION NOTES

# Note Text

D01 REMOVE EXISTING BAY OF CUBLICLE(S) AND FURNITURE SYSTEMS.

SALVAGE AND STORE PER OWNERS INSTRUCTIONS.

D02 REMOVE DENOTED PORTION OF EXISTING BAY OF CUBLICLE(S) AND

FURNITURE SYSTEMS. SALVAGE AND STORE PER OWNERS

INSTRUCTIONS.

D03 SAW CUT AND REMOVE PORTION OF WALL IN PREPERATION FOR

INSTALLATION OF NEW STOREFRONT ENTRY SYSTEM. COORDINATE

WITH NEW WORK DRAWINGS FOR DIMENSIONS. PATCH AND REPAIR

SLAB AND ADJOINING WALLS TO CREATE A SEAMLESS TRANSITION

BETWEEN NEW AND EXISTING CONDITIONS IN PREPERATION FOR THE

INSTALLATION OF NEW FINISHES.

D04 REMOVE WALLS IN THIER ENTIRETY, PATCH AND REPAIR ADJOINING

SLAB(S), DECK(S) AND WALL(S), COORDINATING WITH NEW DRAWINGS,

IN PREPERATION FOR THE INSTALLATION OF NEW WALLS, FLOORS,

CEILINGS AND THIER PLANNED FINISHES.

D05 REMOVE DENOTED EXISTING CASEWORK (BASE & WALL CABINETS) AND

PORTION OF COUNTER(S) IN PREPERATION FOR DIVISION OF ROOM INTO

TWO SEPERATE SPACES. COORDINATE WITH NEW WORK.

D06 SAW CUT AND REMOVE PORTION OF WALL IN PREPERATION FOR

INSTALLATION OF NEW FRAME AND DOOR. COORDINATE WITH NEW

WORK DRAWINGS FOR DIMENSIONS. PATCH AND REPAIR SLAB AND

ADJOINING WALLS TO CREATE A SEAMLESS TRANSITION BETWEEN NEW

AND EXISTING CONDITIONS IN PREPERATION FOR THE INSTALLATION OF

NEW FINISHES.

D07 REMOVE EXISTING REFRIGERATOR. SALVAGE AND STORE PER OWNERS

INSTRUCTIONS.

D08 REMOVE FLOOR FINISHES AND CEILINGS, COORDINATING WITH NEW

WORK DRAWINGS FOR FULL EXTENTS OF AREAS WHERE MATERIAL ARE

TO BE REMOVED.

D09 REMOVE FLOOR FINISHES AND CEILINGS, COORDINATING WITH NEW

WORK DRAWINGS FOR FULL EXTENTS OF AREAS WHERE MATERIAL ARE

TO BE REMOVED.

D10 REMOVE EXISTING DESK(S)/FURNITURE SYSTEM. COORDINATE WITH

OWNER FOR STORAGE/RELOCATION, IN NEW WORK.

D11 REMOVE AND SALVAGE DOOR PANEL(S), FRAME AND ALL ACCESSORIES.

COORDINATE WITH OWNER FOR SALVAGE, STORAGE, AND/OR RE-USE.

D12 REMOVE AND SALVAGE DOOR PANEL(S), FRAME AND ALL ACCESSORIES.

INFILL OPENING AND MATCH NEW SURFACES & FINISHES TO EXISTING

ADJOINING SURROUNDING MATERIALS & FINISHES. COORDINATE WITH

OWNER FOR SALVAGE, STORAGE, AND/OR RE-USE.

D13 REMOVE AND RELOCATE EXISTING FIRE EXTINGUISHER CABINET TO NEW

LOCATION. COORDINATE WITH NEW WORK DRAWINGS.

D14 REMOVE EXISTING CASEWORK (BASE AND WALL CABINETS) AND

COUNTER. REPAIR AND PREP REMAINING ADJOINING SURFACES TO

RECIEVE NEW FINISHES. COORDINATE WITH NEW DRAWINGS.

D15 EXISTING WALL OPENING TO BE INFILLED. FINISHED SURFACES TO BE

MATCHED AND ALIGNED TO ADJACENT FINISHED SURFACES AND

PREPARED TO REVIECE NEW FINISHES. COORDINATE WITH NEW WORK

DRAWINGS.

D16 EXISTING WALL TO BE UPGRADED TO A 1 HOUR FIRE RATING. INSPECT,

PATCH AND REPAIR WALL AS REQUIRED TO COMPLETE THE UPGRADE.

PREPARE SURFACES FOR THE INSTALLATION OF NEW FINISHES.

CORRDINATE WITH NEW WORK DRAWINGS.

D17 EXISTING WALL PATCHED, REPAIRED AND REPAINTED

A.2

B.5

A.3

2 3 4 5 6

6.2 6.5

0.5

ELEV

E1-4

ELEV

E2-4

ELEV

E3-4

F ELEV

E4-4

STAIR 3

S03-4

MEN

WOMEN

CUSTODIAL

CORRIDOR

ELEC RM

LOBBY

STAIR 2

S02-4

STAIR 1

S01-4

D10

D06

D18