140G0122Q0064_Attachment_03_Bldg_810_Blueprint_0002.pdf

PDF 23 MB Posted Mar 17, 2022

Attached to: Provide Audio Visual Equipment - Denver Learning C
Solicitation number: 140G0122Q0064
Issued by: Department of the Interior US Geological Survey Office of Acquisitions and Grants

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to provide audio visual equipment for the Denver Learning Center. Solicitation number 140G0122Q0064 seeks to procure audio visual equipment for the Department of the Interior US Geological Survey Office of Acquisitions and Grants. Specifically, the opportunity involves providing audio visual equipment for the Denver Learning Center, with no information provided on pricing terms, response dates, or other contract details. An attachment to the solicitation includes blueprints for building 810, but offers no other salient information on the products or services required to fulfill this federal contract opportunity.

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N29b

U P

N A N T

E R

U S E D

A S

O F F

USGS/DOI TRAINING CENTER - BUILDING 810

DRAWING SYMBOLS GENERAL NOTES CODE STATEMENT PARTICIPANTS

GRAPHIC SYMBOLS ABBREVIATIONS VICINITY MAP

DRAWING INDEX

NOT TO SCALE

CONTINUOUS LINE INDICATES

EXISTING WALL PARTITION

OVERHEAD LINES (ROOF, ETC.)

NEW METAL STUD PARTITION

ONE HOUR RATED WALL CONSTRUCTION

TWO HOUR RATED WALL CONSTRUCTION

EARTH

CONCRETE

GRAVEL

METAL STUD

WOOD FRAMING

WOOD BLOCKING

BATT

INSULATION

RIGID

INSULATION

SYNTHETIC

STONE

STEEL

CMU

GYPSUM

BOARD

1. ALL DIMENSIONS ARE FROM THE ROUGH FRAME SURFACE OF NEW STUD WALLS AND FACE OF

EXISTING, CMU OR CONCRETE WALLS UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL ATTACHED

EQUIPMENT, PLUMBING FIXTURES, MILLWORK, CASEWORK, ETC.

3. 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 HE HAS

VERIFIED FIELD CONDITIONS AND MEASUREMENTS.

4. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS OR OMISSIONS IMMEDIATELY PRIOR TO

THE PERFORMANCE OF THE WORK IN QUESTION.

5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS, WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE OF THESE ITEMS.

6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE INDICATED ON PLAN. IN CASE OF CONFLICT, NOTIFY THE

ARCHITECT. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR

THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, TILE, SHEET VINYL, WAINSCOT, ETC.

7. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE OWNER

PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. SYBCONTRACTOR SHALL

COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT.

8. COLUMN CENTER LINES ARE SHOWN FOR DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD.

9. ITEMS INDICATED IN THIS SET OF DOCUMENTS BY TENANT/OWNER ARE NOT A PART OF THIS CONTRACT, AND ARE TO BE FURNISHED AND INSTALLED BY TENANT UNLESS NOTED OTHERWISE.

10. 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.

11. GSA REGIONAL FIRE PROTECTION ENGINEER IS THE DESIGNATED AUTHORITY HAVING

JURISDICTION (AHJ) PER P-100.

12. ALL DOORS AND HARDWARE SHALL MEET THE REQUIREMENTS OF NFPA 101 LIFE SAFETY CODE, CURRENT EDITION, AND THE GSA PBS BUILDING FACILITY STANDARDS. THE SPACE DESIGN SHALL

ADDITIONALLY MEET ALL NFPA 101 EGRESS AND EXIT ILLUMINATION REQUIREMENTS.

KEY PLAN

NOT TO SCALE

GOVERNING CODES

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2018 INTERNATIONAL MECHANICAL CODE (IMC)

2020 NATIONAL ELECTRICAL CODE (NEC)

2018 INTERNATIONAL PLUMBING CODE (IPC)

2018 INTERNATIONAL FUEL GAS CODE (IFGC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2021 LIFE SAFETY CODE (NFPA 101)

2018 PBS-P-100

2019 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (NFPA 13)

2019 NATIONAL FIRE ALARM AND SIGNALING CODE (NFPA 72)

ARCHITECTURAL BARRIERS AND ACCESSIBILITY STANDARD (ABAAS)

PROJECT DESCRIPTION

PROJECT IS THE REMODEL OF EXISTING TENANT SPACE WITHIN THE BUILDING. PROJECT INCLUDES THE

CONSTRUCTION OF TWO NEW LARGE AREA TRAINING ROOMS AND ASSEMBLY SPACE.

CODE DATA

OCCUPANCY CLASSIFICATION: B (BUSINESS), A-3 (LECTURE HALLS)

CONSTRUCTION TYPE: TYPE II-B, SPRINKLERED

GROSS BUILDING SQUARE FOOTAGE: 682,481 GROSS SQUARE FEET

SQUARE FOOTAGE AT AREAS OF WORK:

AREA 1: 4,785 GROSS SQUARE FEET

AREA 2: 7,264 GROSS SQUARE FEET

TRAINING ROOM 1A: 1,419 NET SQUARE FEET

TRAINING ROOM 1B: 1,315 NET SQUARE FEET

TRAINING ROOM 2: 1,289 NET SQUARE FEET

BREAKOUT ROOM 1: 221 NET SQUARE FEET

BREAKOUT ROOM 2: 263 NET SQUARE FEET

BREAKOUT ROOM 3: 277 NET SQUARE FEET

AREA 3: 6,852 GROSS SQUARE FEET

AREA 4: 557 NET SQUARE FEET

OCCUPANCY SEPARATION (TABLE 508.4): 1 HOUR BETWEEN B & A OCCUPANCIES

OCCUPANT LOAD

OCCUPANT LOAD FACTOR (TABLE 7.3.1.2)

BUSINESS AREAS 150 GSF PER PERSON

ASSEMBLY, TABLES & CHAIRS 15 NSF PER PERSON

TYPE II-B CONSTRUCTION, SPRINKLERED

LOCATION CALCULATION OCCUPANT LOAD

AREA 1:

BUSINESS AREAS: 4,600 GSF / 150 = 31 PERSONS

ASSEMBLY AREAS: 173 NSF / 15 = 12 PERSONS

AREA 1 TOTAL OCCUPANT LOAD: 43 PERSONS

AREA 2:

TRAINING ROOM 1A: 1,419 NSF / 15 = 95 PERSONS

TRAINING ROOM 1B: 1,315 NSF / 15 = 88 PERSONS

TRAINING ROOM 2: 1,289 NSF / 15 = 86 PERSONS

IT OFFICE: 466 GSF / 150 = 4 PERSONS

BREAKOUT ROOM 1: 221 NSF / 15 = 15 PERSONS

BREAKOUT ROOM 2: 263 NSF / 15 = 18 PERSONS

BREAKOUT ROOM 3: 277 NSF / 15 = 18 PERSONS

AREA 2 TOTAL OCCUPANT LOAD: 324 PERSONS

AREA 3:

BUSINESS AREAS: 6,852 GSF / 150 = 46 PERSONS

AREA 4:

ASSEMBLY AREAS: 557 / 15 = 38 PERSONS

TOTAL OCCUPANT LOAD AT AREAS OF WORK: 451 PERSONS

EXISTING OCCUPANT LOAD BASED ON 100 OCCUPANTS / SQUARE FOOT 2012 IBC LOAD FACTOR.

AREA 1:

BUSINESS AREAS 4,210 GSF / 100 = 43 PERSONS

AREA 2:

BUSINESS AREAS: 6,648 GSF / 100 = 67 PERSONS

ASSEMBLY AREAS: 616 NSF / 15 = 42 PERSONS

AREA 3:

BUSINESS AREAS: 6,852 GSF / 100 = 69 PERSONS

AREA 4:

BUSINESS AREAS: 614 GSF / 100 = 7 PERSONS

EXISTING OCCUPANT LOAD IN AREA OF WORK: 228 PERSONS

**INCREASE IN OCCUPANT LOAD AS A RESULT OF THIS PROJECT: 223 PERSONS**

EXITING REQUIREMENTS

NUMBER OF EXITS

LOCATION REQUIRED PROVIDED

AREA 1: 1 1

AREA 2: 2 3

TRAINING ROOM 1A: 2 3

TRAINING ROOM 1B: 2 2

TRAINING ROOM 2: 2 2

BREAKOUT ROOM 1: 1 1

BREAKOUT ROOM 2: 1 1

BREAKOUT ROOM 3: 1 1

IT OFFICE: 1 1

AREA 3: 1 2

AREA 4: 1 2

EGRESS SIZING (TABLE 7.3.3.1)

STAIR WIDTH (INCHES) = OCCUPANT LOAD x 0.3 OTHER EGRESS WIDTH (INCHES) = OCCUPANT LOAD x 0.2

LOCATION CALCULATION REQUIRED PROVIDED

AREA 1: 43 x 0.2 = 8.6" 72"

43 x 0.3 = 12.9" 44"

AREA 2: 324 x 0.2 = 64.8" 120" TRAINING ROOM 1A: 95 x 0.2 = 19" 108" TRAINING ROOM 1B: 88 x 0.2 = 17.6" 108" TRAINING ROOM 2: 86 x 0.2 = 17.2" 72"

AREA 3: 46 x 0.2 = 9.2" 72"

AREA 4: 38 x 0.2 = 7.6" 72"

TOILET ROOM REQUIREMENTS

NOTE: REFER TO SHEET T3 FOR DETAILED BREAKDOWN OF SPACES, USES AND SQUARE FOOTAGES THROUGHOUT BUILDING.

FIXTURE LOAD FACTORS, BY USE (TABLE 2902.1) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS

NO. CLASSIFICATION DESCRIPTION MALE FEMALE MALE FEMALE

1 ASSEMBLY AUDITORIUMS WITHOUT PERMANENT SEATING, LECTURE HALLS 1 / 125 1 / 65 1 / 200 1 / 200 1 / 500 2 BUSINESS SPACES FOR THE TRANSACTION OF BUSINESS 1 / 50 + 1 1 / 50 + 1 1 / 80 + 1 1 / 80 + 1 1 / 100

8 STORAGE WAREHOUSES 1 / 100 1 / 100 1 / 100 1 / 100 1 / 1000

TOILET FIXTURE CALCULATION BY USE

NO. OCCUPANT LOAD OCCUPANT LOAD / SEX (50%)

1 818 OCCUPANTS 409 MALE / 409 FEMALE

2 530 OCCUPANTS 265 MALE / 265 FEMALE

8 196 OCCUPANTS 98 MALE / 98 FEMALE

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 MALE WATER CLOSET 409 409 / 125 = 3.27

2 MALE WATER CLOSET 265 265 / 50 + 1 = 6.30

8 MALE WATER CLOSET 98 98 / 100 = 0.98

TOTAL MALE WATER CLOSET: 10.55 => 11 FIXTURES 30 (13 URINALS + 17 WATER CLOSETS)

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 FEMALE WATER CLOSET 409 409 / 65 = 6.29

2 FEMALE WATER CLOSET 265 265 / 50 + 1 = 5.30

8 FEMALE WATER CLOSET 98 98 / 100 = 0.98

TOTAL FEMALE WATER CLOSET: 12.57 => 13 FIXTURES 26

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 MALE LAVATORY 409 409 / 200 = 2.05

2 MALE LAVATORY 265 265 / 80 + 1 = 4.31

8 MALE LAVATORY 98 98 / 100 = 0.98

TOTAL MALE LAVATORY: 7.34 => 8 FIXTURES 13

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 FEMALE LAVATORY 409 409 / 200 = 2.05

2 FEMALE LAVATORY 265 265 / 80 + 1 = 4.31

8 FEMALE LAVATORY 98 98 / 100 = 0.98

TOTAL FEMALE LAVATORY: 7.34 => 8 FIXTURES 18

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 DRINKING FOUNTAIN 818 818 / 500 = 1.64

2 DRINKING FOUNTAIN 530 530 / 100 = 5.30

8 DRINKING FOUNTAIN 196 196 / 1000 = 0.20

TOTAL DRINKING FOUNTAIN: 7.14 => 8 FIXTURES 6 COMBINATION BOTTLE FILLER / DRINKING FOUNTAINS

ACCESSIBILITY REQUIREMENTS

ALL AISLES MUST BE A MINIMUM OF 36" IN WIDTH (CLEAR) FOR COMPLIANCE WITH ARCHITECTURAL BARRIERS ACT ACCESSSIBILITY STANDARDS (ABAAS). ALL NEW SINKS (BREAK ROOM AND TOILET

ROOM) SHALL HAVE A MAXIMUM RIM HEIGHT OF 34" ABOVE FINISH FLOOR.

OWNER

General Service Administration Building 41, Denver Federal Center Lakewood, Colorado CONTACT: Austin Sholly

303-513-8683

FIRE PROTECTION ENGINEER

Terp Consulting 14241 E 4th Avenue, Suite 5-230 Aurora, Colorado CONTACT: Wayne Griswold

303-985-3300

MECHANICAL ENGINEER

Plant Engineering Consultants 320 W Fillmore Colorado Springs, Colorado CONTACT: Mitchell Plant

719-473-7077

ARCHITECT

Design Edge, P.C.

482 S Broadway Denver, Colorado CONTACT: Mike Rageth

303-260-7277

PLUMBING ENGINEER

Plant Engineering Consultants 320 W Fillmore Colorado Springs, Colorado CONTACT: Mitchell Plant

719-473-7077

ELECTRICAL ENGINEER

Plant Engineering Consultants 320 W Fillmore Colorado Springs, Colorado CONTACT: Mitchell Plant

719-473-7077

STRUCTURAL ENGINEER

Stan Neujahr, Consulting Structural Engineer 600 S Cherry Street, Suite 220 Denver, Colorado CONTACT: Stan Neujahr

303-349-9844

A101

MASTER

BATHROOM

A101

Name Elevation

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

22FRAME ELEVATION NUMBER

RE: A8 SERIES

NORTH

PROJECT LOCATION

BUILDING 810

DENVER FEDERAL CENTER

US HIGHWAY 6

DENVER FEDERAL

CENTER VISITOR ENTRANCE

DENVER FEDERAL CENTER

SOUTH ENTRANCE

ALAMEDA PARKWAY

AREA 2

AREA 1

AREA 3

NORTH

AREA 4

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

COVER SHEET AND PROJECT

INFORMATION

20165

MDR

ACO

S/ D

O I T

G C

R F

R D

R , C

2/26/2021

REV. SHEET NAME

PROJECT INFORMATION

T1 COVER SHEET AND PROJECT INFORMATION

T2 LIFE SAFETY PLAN

T3 OCCUPANCY PLAN

ARCHITECTURAL

D1.1 DEMOLITION PLANS AND NOTES

D2.1 DEMOLITION CEILING PLAN

A1.1 FLOOR PLAN - DIMENSIONAL

A1.2 FLOOR PLAN - ROOM NAMES AND NUMBERS

A2.1 REFLECTED CEILING PLAN

A4.1 INTERIOR ELEVATIONS

A5.1 WALL SECTIONS

A6.1 DETAILS

A8.1 SCHEDULES

MECHANICAL

M001 MECHANICAL SYMBOL LEGEND

MD111 MECHANICAL HVAC DEMOLITION PLAN OVERALL

MD401 MECHANICAL DEMO ENLARGED PLAN - SOUTH

MD402 MECHANICAL DEMO ENLARGED PLAN - CENTRAL

MD403 MECHANICAL DEMO ENLARGED PLAN - NORTH

M111 MECHANICAL HVAC PLAN OVERALL

M401 MECHANICAL ENLARGED PLAN - SOUTH

M402 MECHANICAL ENLARGED PLAN - CENTRAL

M403 MECHANICAL ENLARGED PLAN - NORTH

M411 MECHANICAL ENLARGED FLOOR PLAN - SOUTH

M500 MECHANICAL DETAILS AND SCHEDULES

M601 MECHANICAL HVAC SCHEMATICS

M602 MECHANICAL HVAC SCHEMATICS

PLUMBING

P001 PLUMBING SYMBOL LEGEND

PD111 PLUMBING DEMO PLAN

P111 PLUMBING PLAN OVERALL

P401 PLUMBING ENLARGED WATER PLAN- SOUTH

P402 PLUMBING ENLARGED SANITARY PLAN- SOUTH

P403 PLUMBING ENLARGED PLAN- NORTH

P500 PLUMBING DETAILS AND SCHEDULES

FIRE SPRINKLER

FP-101 NEW FIRE SPRINKLER LOCATIONS

FP-102 EXISTING FIRE SPINKLER LOCATIONS

FIRE ALARM

FA-101 NEW FIRE ALARM PLANS

FA-102 FIRE ALARM DEMO FLOOR PLAN

ELECTRICAL

E001 ELECTRICAL SYMBOL LEGEND

ED111 ELECTRICAL LIGHTING DEMOLITION PLAN OVERALL

ED121 ELECTRICAL POWER AND SIGNAL DEMOLITION PLAN OVERALL

E111 ELECTRICAL LIGHTING PLAN OVERALL

E121 ELECTRICAL POWER AND SIGNALPLAN OVERALL

E600 ELECTRICAL ONE LINE DIAGRAM

E610 ELECTRICAL SCHEDULES

E611 ELECTRICAL SCHEDULES

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

+/- 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

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

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

35% Review 11/04/2020 65% Review 1/15/2021 95% Review 2/26/2021 Construction Docs 4/2/2021

REF

65"

86"

70" 70"

86"

60" 60"

AREA 1:

BUSINESS OCCUPANCY - 1:150 GSF

4,600 GROSS SQUARE FEET

150 GROSS SF / OCCUPANT

4,600 / 150 = 31 OCCUPANTS

ASSEMBLY OCCUPANCY - 1:15 NSF

173 NET SQUARE FEET

15 NET SF / OCCUPANT

173 / 15 = 12 OCCUPANTS

TOTAL LOAD: 43 OCCUPANTS

160 OCCUPANTS

22 OCC

AREA 3:

BUSINESS OCCUPANCY

7,438 GROSS SQUARE FEET

150 GROSS SF / OCCUPANT

7,438 / 150 = 50 OCCUPANTS

160 OCCUPANTS

TRAINING ROOM 2

1289 NET SQUARE FEET

15 NET SF / OCCUPANT

1,289 / 15 = 86 OCCUPANTS

CONFERENCE ROOM

263 NET SQUARE FEET

15 NET SF / OCCUPANT

263 / 15 = 18 OCCUPANTS

TRAINING ROOM 1A

1,419 NET SQUARE FEET

15 NET SF / OCCUPANT

1,419 / 15 = 95 OCCUPANTS

TRAINING ROOM 1B

1,315 NET SQUARE FEET

15 NET SF / OCCUPANT

1,315 / 15 = 88 OCCUPANTS

TRAINING ROOM 1

2,829 NET SQUARE FEET

15 NET SF / OCCUPANT

2,829 / 15 = 189 OCCUPANTS

CONFERENCE ROOM

277 NET SQUARE FEET

15 NET SF / OCCUPANT

277 / 15 = 18 OCCUPANTS 19

'-1 1'

4 O

OFFICE

466 GROSS SQUARE FEET

150 GROSS SF / OCCUPANT

466 / 150 = 4 OCCUPANTS

76.5' PATH OF TRAVEL

CONFERENCE ROOM

221 NET SQUARE FEET

15 NET SF / OCCUPANT

221 / 15 = 15 OCCUPANTS

21 OCC

AREA 4:

ASSEMBLY OCCUPANCY

557 NET SQUARE FEET

15 NET SF / OCCUPANT

557 / 15 = 38 OCCUPANTS

GENERAL NOTES

1. MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF

GSA P-100 2018 EDITION AND NFPA 101 2021 EDITION, CHAPTER 7.

2. PER NFPA 101 TABLE A.7.6, MAXIMUM COMMON PATH OF TRAVEL

DISTANCE IS 75' FOR ASSEMBLY AND 100' FOR BUSINESS

OCCUPANCIES. THERE ARE NO COMMON PATHS SERVING

GREATER THAN 50 PERSONS.

3. PER NFPA 101 TABLE A.7.6 MAXIMUM EXIT ACCESS TRAVEL

DISTANCE IS 250' FOR ASSEMBLY AND 300' FOR BUSINESS

OCCUPANCIES.

4. PER NFPA 101 TABLE A.7.6, MAXIMUM DEAD END LENGTH IS 20' FOR

ASSEMBLY AND 50' FOR BUSINESS OCCUPANCIES.

5. INDICATES TENANT AREAS NOT IN SCOPE OF WORK.

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

LIFE SAFETY PLAN

20165

MDR

ACO

S/ D

O I T

G C

R F

R D

R , C

2/26/2021

FIRE PROTECTION

ENGINEER APPROVAL

LEGEND

COMMON PATH OF EGRESS TRAVEL AND DIRECTION

EXIT SIGN (SHADED INDICATES ILLUMINATION SIDE

ARROW INDICATES DIRECTION REFERENCE

3/32" = 1'-0"

LIFE SAFETY PLAN

AT AREA OF WORK

35% Review 11/04/2020 65% Review 1/15/2021

U P

WAREHOUSE AREAS

MECHANICAL, ELECTRICAL AND DATA AREAS

OFFICE AREAS

ASSEMBLY AREAS

KITCHEN AREAS

TOILET ROOMS

AREA OF WORK

STORAGE AREAS

19,774 GROSS SQUARE FEET

24,824 GROSS SQUARE FEET

66,993 GROSS SQUARE FEET

6,725 NET SQUARE FEET

481 GROSS SQUARE FEET

REFER TO COVER SHEET FOR OCCUPANCY CALCULATIONS

22,088 GROSS SQUARE FEET

1 OCCUPANT / 500 GROSS SQUARE FEET

1 OCCUPANT / 300 GROSS SQUARE FEET

1 OCCUPANT / 150 GROSS SQUARE FEET

1 OCCUPANT / 15 NET SQUARE FEET

1 OCCUPANT / 200 GROSS SQUARE FEET

1 OCCUPANT / 300 GROSS SQUARE FEET

39.5 OCCUPANTS

82.7 OCCUPANTS

446.6 OCCUPANTS

448.3 OCCUPANTS

2.4 OCCUPANTS

73.6 OCCUPANTS

TYPE OF AREA SQUARE FOOTAGE TALLY OCCUPANT LOAD NUMBER OF OCCUPANTS

1,544 OCCUPANTS

451 OCCUPANTS

OCCUPANT LOAD CALCULATIONS

DOE SCIF SUITE ALL REQUIRED TOILET FIXTURES SERVING THIS AREA ARE WITHIN SCIF SUITE

810 WAREHOUSE SPACES

810 WAREHOUSE OFFICE SPACE

NOT COUNTED TOWARDS OCCUPANT LOAD

442,618 GROSS SQUARE FEET 1 OCCUPANT / 500 GROSS SQUARE FEET 886 OCCUPANTS

12,572 GROSS SQUARE FEET 84 OCCUPANTS1 OCCUPANT / 150 GROSS SQUARE FEET

TOILET ROOM REQUIREMENTS

NOTE: REFER TO SHEET T3 FOR DETAILED BREAKDOWN OF SPACES, USES AND SQUARE FOOTAGES THROUGHOUT BUILDING.

FIXTURE LOAD FACTORS, BY USE (TABLE 2902.1) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS

NO. CLASSIFICATION DESCRIPTION MALE FEMALE MALE FEMALE

8 STORAGE WAREHOUSES 1 / 100 1 / 100 1 / 100 1 / 100 1 / 1000

TOILET FIXTURE CALCULATION BY USE

NO. OCCUPANT LOAD OCCUPANT LOAD / SEX (50%)

1 818 OCCUPANTS 409 MALE / 409 FEMALE

2 530 OCCUPANTS 265 MALE / 265 FEMALE

8 196 OCCUPANTS 98 MALE / 98 FEMALE

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 MALE WATER CLOSET 409 409 / 125 = 3.27

2 MALE WATER CLOSET 265 265 / 50 + 1 = 6.30

8 MALE WATER CLOSET 98 98 / 100 = 0.98

TOTAL MALE WATER CLOSET: 10.55 => 11 FIXTURES 30 (13 URINALS + 17 WATER CLOSETS)

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 FEMALE WATER CLOSET 409 409 / 65 = 6.29

2 FEMALE WATER CLOSET 265 265 / 50 + 1 = 5.30

8 FEMALE WATER CLOSET 98 98 / 100 = 0.98

TOTAL FEMALE WATER CLOSET: 12.57 => 13 FIXTURES 26

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 MALE LAVATORY 409 409 / 200 = 2.05

2 MALE LAVATORY 265 265 / 80 + 1 = 4.31

8 MALE LAVATORY 98 98 / 100 = 0.98

TOTAL MALE LAVATORY: 7.34 => 8 FIXTURES 13

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 FEMALE LAVATORY 409 409 / 200 = 2.05

2 FEMALE LAVATORY 265 265 / 80 + 1 = 4.31

8 FEMALE LAVATORY 98 98 / 100 = 0.98

TOTAL FEMALE LAVATORY: 7.34 => 8 FIXTURES 18

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

1 DRINKING FOUNTAIN 818 818 / 500 = 1.64

2 DRINKING FOUNTAIN 530 530 / 100 = 5.30

8 DRINKING FOUNTAIN 196 196 / 1000 = 0.20

TOTAL DRINKING FOUNTAIN: 7.14 => 8 FIXTURES 6 COMBINATION BOTTLE FILLER / DRINKING FOUNTAINS

TOILET ROOM REQUIREMENTS AT 810 WAREHOUSE SPACES

FIXTURE LOAD FACTORS, BY USE (TABLE 2902.1) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS

NO. CLASSIFICATION DESCRIPTION MALE FEMALE MALE FEMALE

8 STORAGE WAREHOUSES 1 / 100 1 / 100 1 / 100 1 / 100 1 / 1000

TOILET FIXTURE CALCULATION BY USE

NO. OCCUPANT LOAD OCCUPANT LOAD / SEX (50%)

8 886 OCCUPANTS 443 MALE / 443 FEMALE

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

8 MALE WATER CLOSET 443 443 / 100 = 4.43 9 (4 URINALS + 5 WATER CLOSETS)

8 FEMALE WATER CLOSET 443 443 / 100 = 4.43 6

8 MALE LAVATORY 443 443 / 100 = 4.43 6

8 FEMALE LAVATORY 443 443 / 100 = 4.43 5

8 DRINKING FOUNTAIN 443 443 / 1000 = 0.44 5

TOILET ROOM REQUIREMENTS AT 810 WAREHOUSE OFFICE SPACE

FIXTURE LOAD FACTORS, BY USE (TABLE 2902.1) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS

NO. CLASSIFICATION DESCRIPTION MALE FEMALE MALE FEMALE

2 BUSINESS SPACES FOR THE TRANSACTION OF BUSINESS 1 / 25 1 / 25 1 / 40 1 / 40 1 / 100

TOILET FIXTURE CALCULATION BY USE

NO. OCCUPANT LOAD OCCUPANT LOAD / SEX (50%)

2 84 OCCUPANTS 42 MALE / 42 FEMALE

NO. FIXTURE OCCUPANTS CALCULATION FIXTURES REQUIRED EXISTING FIXTURES PROVIDED

2 MALE WATER CLOSET 42 42 / 25 = 1.68 (2) 4 (2 URINALS + 2 WATER CLOSETS)

2 FEMALE WATER CLOSET 42 42 / 25 = 1.68 (2) 4

2 MALE LAVATORY 42 42 / 40 = 1.05 (2) 2

2 FEMALE LAVATORY 42 42 / 40 = 1.05 (2) 2

2 DRINKING FOUNTAIN 42 42 / 100 = 0.42 (1) 0

NOTES:

1. A VISUAL ASSESSMENT OF SPACES WAS PERFORMED TO DETERMINE FUNCTION OF INDIVIDUAL SPACES THROUGHOUT BUILDING 810.

2. OCCUPANCY CALCULATIONS AND TOILET FIXTURE CALCULATIONS BASED OFF 2018 INTERNATIONAL BUILDING CODE.

3. OCCUPANT LOAD BY SEX IS DETERMINED TO BE DIVIDED BY 2 PER 2902.1.1

4. TOILET ROOMS AND CORRIDORS ARE CONSIDERED TO BE NON-CONTRIBUTING TO THE TOILET FIXTURE CALCULATIONS.

5. MULTIPLE TOILET ROOMS ARE EXISTING AND ARE IN COMPLIANCE WITH A 500 FOOT MAXIMUM TRAVEL DISTANCE (2902.3.3).

6. DRINKING FOUNTAINS ARE LOCATED NEAR EACH TOILET ROOM GROUPING AND ARE IN COMPLIANCE WITH A 500 FOOT MAXIMUM TRAVEL DISTANCE (2902.5)

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTHPROJECT NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

OCCUPANCY PLAN

20165

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GENERAL DEMOLITION PLAN NOTES

1. CONTRACTOR SHALL COMPLETE ALL INTERIOR DEMOLITION BASED ON THE DOCUMENTS ADJACENT FLOOR PLAN AND

SPECIFICATIONS.

2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE

DUMPSTER LOCATIONS WITH BUILDING OWNER.

3. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR FULL EXTENT OF M, P, F, AND E

DEMOLITION.

4. DASHED LINES INDICATE EXTENT OF WALLS, DOORS, EQUIPEMENT, CEILINGS, LIGHT FIXTURES, AND PLUMBING FIXTURES

TO BE REMOVED.

5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS, AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND

ELECTRICAL SYSTEM AFFECTED BY THE WORK.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

7. PROVIDE PROTECTIVE BARRIER TO PREVENT THE SPREAD OF DUST AND DEBRIS DURING DEMOLITION AND

CONSTRUCTION.

8. PREPARE EXISTING WALLS AND SUBFLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES.

9. CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS NOT IDENTIFIED IN THE

ASBESTOS REPORT ARE DISCOVERED ON SITE.

10. G.C. SHALL MAINTAIN THE INTEGRITY OF EXISTING FIRE SEPARATIONS AT WALLS AND FLOOR/CEILING ASSEMBLIES. G.C.

SHALL PROTECT EXISTING FIREPROOFING TO MAINTAIN REQUIRED FIRE RATING.

11. REMOVE EXISTING WALL COMPLETELY MEANS TO REMOVE ALL WALL FINISHES, SUBSTRATES, BLOCKING, FRAMING, ETC.

FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE.

NIC

NICNICNIC NIC

NIC

NIC NIC NIC

NICNIC

NIC

1 1

2 2

1 1

4 4

6 6

8 8

1'-3 7/8"

5'-

2 2

NIC

1'-1" 3'-0" 1'-5 1/2" 3'-0" 5'-8"

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTHPROJECT NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

D1.1

DEMOLITION PLANS AND

NOTES

20165

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KEYED NOTES

1 COMPLETELY DEMOLISH EXISTING WALL TO EXTENT INDICATED. PREPARE ADJACENT SURFACES FOR INSTALLATION OF

NEW FINISHES.

2 EXISTING WALL TO REMAIN. PATCH AND REPAIR TENANT SIDE AS REQUIRED TO INSTALL NEW FINISHES.

3 DEMOLISH EXISTING DOOR, FRAME AND HARDWARE COMPLETELY AND DISPOSE.

4 EXISTING DOOR, GLAZING, FRAME AND HARDWARE TO REMAIN. PROTECT DURING CONSTRUCTION.

5 EXISTING RAISED FLOORING THIS AREA TO REMAIN. REMOVE CARPET FINISH COMPLETELY AND PREPARE FOR

INSTALLATION OF NEW FINISHES.

6 EXISTING STRUCTURAL COLUMN AND WRAP TO REMAIN. PATCH AND REPAIR AS REQUIRED TO ALLOW FOR INSTALLATION OF

NEW FINISHES.

7 COMPLETELY REMOVE EXISTING SHELVING AND SUPPORTS. PREPARE ADJACENT SURFACES AS REQUIRED TO ALLOW FOR

INSTALLATION OF NEW FINISHES.

8 DEMOLISH WALL AS REQUIRED TO INSTALL NEW DOOR AND FRAME.

9 HATCH INDICATES REMOVE EXISTING FLOOR FINISH THIS ROOM COMPLETELY. REPAIR SUBFLOOR AS REQUIRED TO ALLOW

FOR SMOOTH, LEVEL FLOOR THROUGHOUT SPACE.

10 REMOVE EXISTING DOOR, GLAZING, FRAME AND HARDWARE COMPLETELY. SALVAGE FOR REUSE.

11 EXISTING ELECTRICAL EQUIPMENT THIS AREA TO REMAIN. REFER TO ELECTRICAL DRAWINGS FOR EXTENT OF WORK.

12 REMOVE EXISTING COLUMN WRAP AS INDICATED. PROTECT EXISTING STRUCTURAL COLUMN AND FIREPROOFING TO

REMAIN.

13 EXISTING MEZZANINE ACCESS AND MEZZANINE ABOVE TO REMAIN.

14 REPAIR EXISTING SUBFLOOR THIS AREA AS REQUIRED TO INSTALL NEW RAISED FLOOR SYSTEM.

15 REMOVE EXISTING MILLWORK THIS AREA COMPLETELY AND DISPOSE. REFER TO PLUMBING DRAWINGS FOR EXTENT OF

PLUMBING DEMOLITION AT SINK.

16 EXISTING MILLWORK TO REMAIN. PROTECT DURING CONSTRUCTION.

17 EXISTING PLUMBING CHASE ACCESS DOOR TO REMAIN. PROTECT DURING CONSTRUCTION.

18 EXISTING STOREFRONT OR WINDOW FRAME AND GLAZING TO REMAIN. PROTECT DURING CONSTRUCTION.

19 REMOVE EXISTING DOOR, FRAME AND HARDWARE COMPLETELY. SALVAGE EXISTING CARDREADER FOR REUSE.

1/8" = 1'-0"

DEMOLITION PLAN

AT AREA OF WORK

35% Review 11/04/2020 65% Review 1/15/2021

2 2

22 2

3 3

NIC

NIC NIC NIC

NIC

NIC NIC NIC

NIC

GENERAL DEMOLITION PLAN NOTES

1. CONTRACTOR SHALL COMPLETE ALL INTERIOR DEMOLITION BASED ON THE DOCUMENTS ADJACENT FLOOR PLAN AND

SPECIFICATIONS.

2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE

DUMPSTER LOCATIONS WITH BUILDING OWNER.

3. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR FULL EXTENT OF M, P, F, AND E

DEMOLITION.

4. DASHED LINES INDICATE EXTENT OF WALLS, DOORS, EQUIPEMENT, CEILINGS, LIGHT FIXTURES, AND PLUMBING FIXTURES

TO BE REMOVED.

5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS, AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND

ELECTRICAL SYSTEM AFFECTED BY THE WORK.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

7. PROVIDE PROTECTIVE BARRIER TO PREVENT THE SPREAD OF DUST AND DEBRIS DURING DEMOLITION AND

CONSTRUCTION.

8. PREPARE EXISTING WALLS AND SUBFLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES.

9. CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS NOT IDENTIFIED IN THE

ASBESTOS REPORT ARE DISCOVERED ON SITE.

10. G.C. SHALL MAINTAIN THE INTEGRITY OF EXISTING FIRE SEPARATIONS AT WALLS AND FLOOR/CEILING ASSEMBLIES. G.C.

SHALL PROTECT EXISTING FIREPROOFING TO MAINTAIN REQUIRED FIRE RATING.

11. REMOVE EXISTING WALL COMPLETELY MEANS TO REMOVE ALL WALL FINISHES, SUBSTRATES, BLOCKING, FRAMING, ETC.

FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE.

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTHPROJECT NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

D2.1

DEMOLITION CEILING PLAN

20165

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1/8" = 1'-0"

DEMOLITION PLAN

AT CEILING

KEYED NOTES

1 EXISTING CEILING CONSTRUCTION TO REMAIN.

2 REMOVE EXISTING CEILING TILES, GRID AND SUSPENSION SYSTEM COMPLETELY.

3 REMOVE EXISTING GYPSUM BOARD CEILING THIS AREA. REMOVE SOFFIT DROP WALLS COMPLETELY FROM TOP OF CEILING

TO UNDERSIDE STRUCTURE ABOVE.

4 EXISTING CLERESTORY WINDOWS TO REMAIN. PROTECT DURING CONSTRUCTION.

5 REMOVE EXISTING CLERESTORY WINDOW COMPLETELY. SALVAGE FOR REUSE.

8' x 10'

8' x 10' 8' x 10'

8' x 10'8' x 10'

8' x 10' 8' x 10'

8' x 10'

CopierCopier Copier

48'-8 1/2"

'-0

'-1 1/

'-1

'-5

7'- 5 1

/2"

'-3 1/

'-0

'-6

'-4 1/

2" 5'-

40'-8 1/2" 10'-0 1/2" 5'-6" 9'-2 1/2" 4'-0 1/2"

16'-11 1/2" 12'-1" 11'-8" 2'-0" 8'-0 1/2"

'-5

1/ 2"

'-6

1/ 2"

'-4

6'-

5 1 /2"

'-5

1/ 2"

4'- 5"

'-9

4'- 4"

'-3

3'-

7'-3 1/2" 6'-0" 5'-0"2'-6" 19'-1 1/2" 10'-10" 7'-5" 7'-3 1/2"

8' x 10'

Sh re d Bi n

/ 1 2"

8'-9" 15'-1 1/2"

18'-10" 5'-0 1/2"

5'-6" 44'-8 1/2" 5'-0 1/2"

21'-9" 5'-5" 17'-10" 5'-2 1/2" 5'-6" 2'-6" 36'-0 1/2"

'-4

'-9 1/

'-1 1"

'-1

0 1 /2"

4'- 5"

'-9

3'-

16'-6" 6'-11" 16'-9" 5'-7" 4'-2" 12'-5"

'-1

1 1 /2"

9'- 3 1

/2"

'-0

4'- 5"

'-1

0 1 /2"

27'-9" 7'-0" 15'-5 1/2" 5'-0 1/2"

Sh re d Bi n

10'-6" 4'-9" 16'-9" 4'-4 1/2" 12'-4"

5'- 0"

'-4

1/ 2"

'-6

'-5

5'- 1 1

/2"

'-0

7'- 2 1

/2"

'-5

3'- 9"

'-0

7'-

7" 7'-

0" 6'-

5 1 /2"

'-5

1/ 2"

6'- 9 1

/2" 2'-

14'-11 1/2" 8'-6" 7'-0" 6'-11"

3 5

5'-6" 40'-0" 2'-2 1/2"

2'-6" 5'-0 1/2"

4'-0" 2'-10" 8'-5" 38'-6 1/2" 8'-4 1/2" 10'-8" 10'-8" 10'-3 1/2"

4'- 5"

2'-

5'-

'-1 1 1

/2" 7'-

2 1 /2"

1'- 8 1

/2" 5'-

'-1 1/

4" 5'-

3" 2'-

4 1 /2"

5'- 3"

'-1

5'-

5 1 /2"

9'- 0 1

/4"

'-1 0"

'-9

1/ 2"

'-1

1/ 2"

5'- 2 1

/2"

'-1 0 1

/2" 5'-

7 1 /2"

'-9

1/ 4"

'-0

1/ 2"

6'- 3 1

/2"

A4.1

55 6

4 4

3 14

24 2

1 1

11'-11 1/2" 5'-1"

5'- 5"

4'- 2"

2 2

HATCH INDICATES EXTENT OF

MECHANICAL MEZZANINE ABOVE

REF

15'-6 1/2" 13'-3"

4X2 X2

8' x 8'

8' x 8' 8' x 8'

8' x 8'8' x 8'

8' x 8' 8' x 8'

8' x 8'8' x 8'

16 15

14 14

8'- 6"

4'- 4 1

/2" 8'-

6" 4'-

4 1 /2"

8'- 6"

GENERAL FLOOR PLAN NOTES

1. GYPSUM BOARD WALLS AND CEILINGS SHALL HAVE A "LEVEL 4 SMOOTH" FINISH.

2. PROTECT ALL EXISTING FINISHED AREAS OF COMMON AREA SPACES. G.C. SHALL REPAIR ANY DAMAGED

AREAS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.

3. G.C. SHALL MAINTAIN THE INTEGRITY OF EXISTING FIRE SEPARATIONS AT WALLS AND FLOOR / CEILING ASSEMBLIES. G.C. SHALL PROTECT EXISTING FIREPROOFING TO MAINTAIN REQUIRED FIRE RATING.

4. FLOAT NEW CONCRETE AT SUBFLOOR TO ALLOW FOR A FLUSH, SMOOTH, LEVEL FINISH. REMOVE AND

CHIP EXISTING CONCRETE FLOOR SLAB AS REQUIRED TO PROVIDE LEVEL SUBFLOOR.

5. PROVIDE FIRE RETARDANT TREATED, PRESSURE TREATED BLOCKING AT ALL WALL MOUNTED

EQUIPMENT AND MILLWORK.

6. FURNITURE SHOWN FOR COORDINATION AND DESIGN INTENT. ALL FURNITURE TO BE PROVIDED BY

TENANT, INSTALLED BY TENANT.

7. INDICATES WALL TYPE. REFER TO WALL SECTIONS.

1/8" = 1'-0"

FLOOR PLAN

AT AREA OF WORK

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTHPROJECT NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

A1.1

FLOOR PLAN - DIMENSIONAL

20165

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KEYED NOTES

1 INSTALL SALVAGED DOOR, FRAME, GLAZING AND HARDWARE.

HATCH INDICATES MODIFY EXISTING RAISED FLOORING AND PROVIDE NEW AS REQUIRED THIS AREA. RAISED FLOORING HEIGHT SHALL MATCH EXISTING ADJACENT TO THE SOUTH. TIE INTO EXISTING TO REMAIN PER MANUFACTURER'S

SPECIFICATIONS.

3 PATCH AND REPAIR EXISTING WALL TO REMAIN AT DEMOLISHED PARTITION. PREPARE AS REQUIRED FOR INSTALLATION OF

NEW FINISHES.

4 NEW MILLWORK THIS ROOM. REFER TO INTERIOR ELEVATIONS.

5 INFILL EXISTING WALL AT DEMOLISHED OPENING, TO MATCH ADJACENT WALL THICKNESS AND CONSTRUCTION.

ANTICIPATED CONSTRUCTION IS 5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE 3 5/8" METAL STUDS AT 16" O.C.

6 SYSTEMS FURNITURE SHOWN FOR COORDINATION. FINAL DESK LAYOUT, OPENING LAYOUT AND PANEL LAYOUT BY OTHERS.

7 NEW STAIR. REFER TO DETAILS.

8 EXISTING ELECTRICAL EQUIPMENT THIS ROOM TO REMAIN INTACT DURING CONSTRUCTION.

9 REPAIR WINDOW SILL, FRAME AND HEAD AS REQUIRED AT DEMOLISHED PARTITION. PATCH AND REPAIR FACE OF WALL

ABOVE AND BELOW OPENING AS REQUIRED TO INSTALL NEW FINISHES.

10 NEW OPERABLE WALL PARTITION PER SPECIFICATIONS.

11 EXISTING MEZZANINE ACCESS TO REMAIN.

12 EXISTING CEILING TRANSITION TO REMAIN.

13 PATCH AND REPAIR SUBFLOOR AS REQUIRED TO INSTALL NEW FINISHES AT ELECTRICAL FLOOR EQUIPMENT.

14 NEW WALL MOUNTED MONITOR THIS WALL. CUT NEW 72" WIDE x 48" HIGH FRT BLOCKING INTO WALL. TOP SHALL BE AT 84" A.F.F.

15 NEW WALL MOUNTED MONITOR ON SWING ARM. PROVIDE 14 GA. STUDS THIS SECTION OF WALL IN LIEU OF 20 GA. STUDS.

16 DASHED LINE INDICATES EXTENT OF NEW CHAIR RAIL THIS WALL. RE: 11 / A4.1.

35% Review 11/04/2020 65% Review 1/15/2021

REF

65"

86"

70" 70"

86"

60" 60"

NIC

CopierCopier Copier

Sh re d Bi n

VESTIBULE

RAMP

OPEN

OFFICE

EM. EXIT

ELECTRICAL

ROOM

STORAGE

OPEN

OFFICE

STORAGE

OFFICE

TELECOMM

MECHANICAL

IT REPAIR

MECH.

ACCESS

8216A

STORAGE

ELECTRICAL

STORAGE

MEN'S

TOILET

WOMEN'S

TOILET

MAINTENANCE

8202A

LOBBY

STORAGE

BREAK-OUT

ROOM

HALL

8200A

HALL

TRAINING

ROOM

8230B

TRAINING

ROOM

ELECTRICAL

HALL

STORAGE

BREAK-OUT

ROOM

BREAK-OUT

ROOM

HALL

TRAINING

ROOM

ENTRY

OPEN

OFFICE

KITCHENETTE

OFFICE

STORAGE

LOBBY

8000 OFFICE

HALL

8002OFFICE

OFFICE

HALL

STORAGE

CONFERENCE

HALL

OFFICE

CONFERENCE

OPEN

OFFICE

/ 1 2"

OFFICE

2613CO

LACTATION

8200D

Sh re d Bi n

SMALL

MEETING

ROOM

MAIL ROOM/

KITCHENETTE

16 36

20 36

36"

72"

12 36

24 72

8240B 36"

8240A 36"

8230C 36"

8230B 36"

8230A 36"

72"

36"

17 36

X 48 "X 36

15 36

14 36

13 36

12 36

01 36

X 36

X 36"

2600B 36"

08 36

09 36

36"

12 36

14 36

36"

07 36

X 36

TRAINING

ROOM

8230A

OFFICE

2600D

OFFICE

2600C

NOTE:

PROVIDE SIGN AT EACH DOOR BEGININNING WITH:

26-- 81-- 82--

REFER TO A4.1 FOR SIGN DETAIL.

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTHPROJECT NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

A1.2

FLOOR PLAN - ROOM NAMES

AND NUMBERS

20165

Author Checker

S/ D

O I T

G C

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2/26/2021

1/8" = 1'-0"

FLOOR PLAN

AT AREA OF WORK

8'-0"

8'-0"8'-0"

8'-0"

13'-4"

8'-0"

7'-6"

9'-0"

9'-0" 9'-0" 9'-0"

9'-0"

9'-0" 9'-0"

9'-0"

9'-0" 9'-0"

9'-0"

8'-0"

7'-6"

9'-0"9'-0" 9'-0"

8'-0"

9'-0"

8'-0"

9'-0"

OPEN

A4.1

9'-0" 9'-0"

FA FA

FAFA

FA FA FA

FA FA

FAFA

FA FA FA

FAFA

FA FA

GENERAL CEILING PLAN NOTES

1. REFER TO FLOOR PLAN FOR WALL CONSTRUCTION

2. REFER TO ELECTRICAL PLAN FOR SWITCHING AND CIRCUITING OF LIGHTS.

3. LIGHTS AND DIFFUSERS SHOWN FOR COORDINATION ONLY. RE: MECHANICAL AND ELECTRICAL

DRAWINGS FOR QUANTITY AND TYPE.

4. COORDINATE LIGHT FIXTURE LOCATION WITH DUCTWORK. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR

TO INSTALLATION.

5. CENTER LIGHT FIXTURE IN ROOM UNLESS OTHERWISE NOTED OR DIMENSIONED.

6. INFILL AREAS OF GYPSUM BOARD CEILING SHALL HAVE A FINISH TO MATCH EXISTING ADJACENT TO

REMAIN.

7. REFER TO FIRE PROTECTION DRAWINGS FOR DETAILED SPRINKLER AND FIRE ALARM INFORMATION.

8. SEAL ALL WALL PENETRATIONS WITH UL FIRE RATED PAST PER IBC SECTION 714.

9. INDICATES CEILING HEIGHT.XX'-XX"

CEILING PLAN LEGEND

2' x 4' LIGHT FIXTURE

RE: ELECTRICAL DRAWINGS

2' x 2' LIGHT FIXTURE

RE: ELECTRICAL DRAWINGS

SUPPLY AIR DIFFUSER

RE: MECHANICAL DRAWINGS

RETURN AIR GRILLE

RE: MECHANICAL DRAWINGS

FIRE SPRINKLER

RE: FIRE PROTECTION DRAWINGS

EXIT SIGN

RE: ELECTRICAL DRAWINGS

FIRE ALARM DEVICE

RE: FIRE PROTECTION DRAWINGSFA

EXHAUST GRILLE

RE: MECHANICAL DRAWINGS

LINEAR LIGHT FIXTURE

RE: ELECTRICAL DRAWINGS

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

TRUE NORTHPROJECT NORTH

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

A2.1

REFLECTED CEILING PLAN

20165

MDR

ACO

S/ D

O I T

G C

R F

R D

R , C

2/26/2021

1/8" = 1'-0"

REFLECTED CEILING PLAN

AT AREA OF WORK

KEYED NOTES

1 EXISTING GYPSUM WALL BOARD CEILING TO REMAIN. PATCH AND REPAIR AS REQUIRED TO INSTALL NEW FINISHES.

2 INSTALL NEW GYPSUM WALL BOARD CEILING TO MATCH EXISTING ADJACENT.

3 NEW GYPSUM BOARD SOFFIT AT OPERABLE WALL. REFER TO DETAILS.

4 PATCH AND REPAIR EXISTING GYPSUM BOARD SOFFIT AND CEILINGS AS REQUIRED AT DEMOLISHED PARTITIONS. PREPARE

FOR INSTALLATION OF NEW FINISHES.

INSTALL NEW GYPSUM WALL BOARD HEADER. CONSTRUCTION SHALL BE 5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE AND BOTTOM OF 3 5/8" 20 GA. METAL STUDS AT 16" O.C. FROM 8'-6" A.F.F TO STRUCTURE ABOVE. GYPSUM BOARD SHALL EXTEND

6" MIN. ABOVE ADJACENT ACT CEILING.

6 EXISTING BULKHEAD THIS LOCATION TO REMAIN.

7 EXISTING CEILING THIS ROOM TO REMAIN.

35% Review 11/04/2020 65% Review 1/15/2021

13'-1"

1"2'-6"2'-6"3'-0"2'-6"2'-6"

2'-6" 2'-6" 3'-0" 2'-6" 2'-6" 1"

2'-

+/-1'-

8" 3'-

SOLID SURFACE (SS-1) COUNTERTOP WITH

INTEGRAL 4" HIGH BACK & SIDESPLASH

NEW REFRIGERATOR

RE: PLUMBING DRAWINGS

PROVIDE ALL REQUIRED HARDWARE AT

DRAWERS AND DOORS

24" DEEP PLASTIC LAMINATE (PL-1) BASE

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELF

SINK AND FAUCET PER PLUMBING DRAWINGS.

SINK RIM HEIGHT SHALL NOT EXCEED 34" A.F.F.

12" DEEP PLASTIC LAMINATE (PL-1) WALL

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELVES

A4.1

2" 2'-6" 3'-0" 3'-0" 2"

3'- 0"

+/-1'- 8"

2'-

" SOLID SURFACE (SS-1) COUNTERTOP WITH

INTEGRAL 4" HIGH BACK & SIDESPLASH

NEW REFRIGERATOR

RE: PLUMBING DRAWINGS

PROVIDE ALL REQUIRED HARDWARE AT

DRAWERS AND DOORS

24" DEEP PLASTIC LAMINATE (PL-1) BASE

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELF

SINK AND FAUCET PER PLUMBING DRAWINGS.

SINK RIM HEIGHT SHALL NOT EXCEED 34" A.F.F.

12" DEEP PLASTIC LAMINATE (PL-1) WALL

CABINET WITH INTEGRAL MICROWAVE SHELF

12" DEEP PLASTIC LAMINATE (PL-1) WALL

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELVES

A4.1

8'-10" 2"

2'-6" 3'-0" 3'-0" 2"

3'-4" F.V.

7'- 0"

PROVIDE FRT BLOCKING IN

WALL AS REQUIRED TO

MOUNT MONITOR

MONITOR, SUPPLIED BY G.C.

INSTALLED BY G.C.

G.C. SHALL PROVIDE WALK PRIOR TO

INSTALLING BLOCKING IN WALL TO DETERMINE

EXACT LOCATION OF EACH MONITOR

1'-9" 3'-0" 2'-6" 1"

SOLID SURFACE (SS-1) COUNTERTOP WITH

INTEGRAL 4" HIGH BACK & SIDESPLASH

NEW REFRIGERATOR

RE: PLUMBING DRAWINGS

PROVIDE ALL REQUIRED HARDWARE AT

DRAWERS AND DOORS

24" DEEP PLASTIC LAMINATE (PL-1) BASE

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELF3'-4" F.V. 7'-4"

3'- 0"

+/-1'- 8"

2'-

SINK AND FAUCET PER PLUMBING DRAWINGS.

SINK RIM HEIGHT SHALL NOT EXCEED 34" A.F.F.

3'-4" F.V. 1'-9" 3'-0" 2'-6" 1"

12" DEEP PLASTIC LAMINATE (PL-1) WALL

CABINET WITH INTEGRAL MICROWAVE SHELF

12" DEEP PLASTIC LAMINATE (PL-1) WALL

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELVES

A4.1

24" DEEP PLASTIC LAMINATE (PL-1) BASE

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELF

3'-0" 3'-0"

6'-0"

2'-

1'-

8" 3'-

3'-0" 3'-0"

6'-0"

PROVIDE ALL REQUIRED HARDWARE AT

DRAWERS AND DOORS

SOLID SURFACE (SS-1) COUNTERTOP WITH

INTEGRAL 4" HIGH BACKSPLASH

12" DEEP PLASTIC LAMINATE (PL-1) WALL

CABINETS WITH WHITE MELAMINE INTERIORS

AND ADJUSTABLE SHELVES

1. DROP-IN SINK RIM HEIGHT SHALL NOT EXCEED 34" ABOVE FINISH FLOOR.

2. COUNTERTOPS WITHOUT SINKS SHALL NOT EXCEED 34" ABOVE FINISH FLOOR.

3. PROVIDE FRT BLOCKING IN NEW WALLS AND CUT FRT BLOCKING INTO EXISTING

WALLS AS REQUIRED AT ALL WALL MOUNTED MILLWORK AND EQUIPMENT.

4. PROVIDE FINISHED END PANEL AT ALL EXPOSED CABINET FACES.

5. ALL KITCHEN EQUIPMENT INCLUDING: REFRIGERATORS, MICROWAVES, ETC. IS

SUPPLIED BY TENANT, INSTALLED BY G.C. GENERAL CONTRACTOR SHALL

COORDINATE WITH OWNER AND ARCHITECT THE APPROPRIATE TIME FOR DELIVERY

OF OWNER FURNISHED EQUIPMENT.

6. REFER TO PLUMBING DRAWINGS FOR ALL PIPING REQUIREMENTS, ROUTING,

PUMPING, WALL BOXES, ETC.

7. PROVIDE CABINET FILLERS AT ALL GAPS. CABINET FILLER SHALL NOT EXCEED 2" IN

WIDTH.

GENERAL MILLWORK NOTES

CENTER OPERABLE WALL ON

EXISTING GIRDER ABOVE

REPAIR FIREPROOFING AS

REQUIRED

350T-150-43 CONTINUOUS TOP

TRACK. ANCHOR TO CROSS

BRACE WITH (3) #10 SCREWS

3 5/8" 20 GA. METAL STUDS AT 16"

O.C. MAX. FROM 8' A.F.F TO 12"

MINIMUM ABOVE CEILING LINE.

PROVIDE SOUND BATT

INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL

BOARD EXTENDS 12" MINIMUM

ABOVE CEILING LINE.

CEILING GRID EDGE ANGLE

ACOUSTIC TILE CEILING

OPERABLE WALL TRACK WITH

INTEGRAL GYPSUM LEDGE

SOUND SWEEPS

EXTEND SOUND BATT INSULATION

OVER GYPSUM BOARD SOFFIT

5/8" TYPE 'X' GYPSUM BOARD SOFFIT

350S162-43 CROSS BRACE AT 48" O.C. MAX.

OPERABLE WALL PANELS

1'- 0"

CONTINUOUS C12x25 CHANNEL

COORDINATE ANCHOR BOLT

SPACING WITH OPERABLE WALL

MANUFACTURER

OPERABLE WALL ANCHOR BOLTS BY

OPERABLE WALL MANUFACTURER

L6x4x1/4 x 0'-6" CLIP (L.L.V.)

3/16"

L4x4x1/4 HANGER AT 5'-0" O.C. MAX.

350S162-43 BRACE AT 48" O.C. MAX.

TO UNDERSIDE EXISTING DECK,

EACH SIDE

3/16"

3/16" L6x4x1/4 x 0'-6" CLIP (L.L.V.)

REMOVE FIREPROOFING AS

REQUIRED TO WELD CLIP TO

BOTTOM OF BEAM

CONTINUOUS L6x4x1/4 ANGLE

L4x4x1/4 BRACE AT EACH HANGER

3/16" 4"

3/16" 3/16"

1 1 /2"

6" 6"

3 1

/2"

3'- 0"

1'- 4"

4" 2'-

2'-1"

1'-0"

2'-0"1"

PROVIDE FRT BLOCKING AS REQUIRED

TO INSTALL WALL MOUNTED CABINETS.

12" WALL CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH AT

ALL EXPOSED CABINET FACES

ADJUSTABLE WHITE MELAMINE

SHELVES. PROVIDE ALL MOUNTING

BRACKETS.

4" ALUMINUM PULLS

INTEGRAL 4" HIGH BACKSPLASH

SOLID SURFACE COUNTERTOP

PROVIDE ALL REQUIRED HARDWARE

AT DRAWERS

4" ALUMINUM PULLS

24" DEEP BASE CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH

AT ALL EXPOSED CABINET FACES

TOE KICK TO MATCH ROOM BASE

1 1 /2"

2'- 5"

3 1 /2"

2'- 0"

2'- 4"

4" 2'-

" T

2'-1"

1'-0"

2'-0"1"

PROVIDE FRT BLOCKING AS REQUIRED

TO INSTALL WALL MOUNTED CABINETS.

12" WALL CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH AT

ALL EXPOSED CABINET FACES

ADJUSTABLE WHITE MELAMINE SHELF.

PROVIDE ALL MOUNTING BRACKETS.

4" ALUMINUM PULLS

INTEGRAL 4" HIGH BACKSPLASH

SOLID SURFACE COUNTERTOP

SINK AND FAUCET

RE: PLUMBING DRAWINGS

4" ALUMINUM PULLS

24" DEEP BASE CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH

AT ALL EXPOSED CABINET FACES

TOE KICK TO MATCH ROOM BASE

1 1 /2"

6" 1'-

3 1 /2"

3'- 0"

1'- 4"

4" 2'-

2'-1"

2'-0"1"

PROVIDE FRT BLOCKING AS REQUIRED

TO INSTALL WALL MOUNTED CABINETS.

12" WALL CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH AT

ALL EXPOSED CABINET FACES

PLASTIC LAMINATE MICROWAVE SHELF,

SIDE WALLS, AND BACK WALL

4" ALUMINUM PULLS

INTEGRAL 4" HIGH BACKSPLASH

SOLID SURFACE COUNTERTOP

ADJUSTABLE WHITE MELAMINE SHELF.

PROVIDE ALL MOUNTING BRACKETS.

4" ALUMINUM PULLS

24" DEEP BASE CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH

AT ALL EXPOSED CABINET FACES

TOE KICK TO MATCH ROOM BASE

PROVIDE ALL REQUIRED HARDWARE

AT DRAWERS

INTEGRAL 4" HIGH BACKSPLASH

SOLID SURFACE COUNTERTOP

ADJUSTABLE WHITE MELAMINE SHELF.

PROVIDE ALL MOUNTING BRACKETS.

4" ALUMINUM PULLS

24" DEEP BASE CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH

AT ALL EXPOSED CABINET FACES

TOE KICK TO MATCH ROOM BASE

PROVIDE ALL REQUIRED HARDWARE

AT DRAWERS

PROVIDE FRT BLOCKING AS REQUIRED

TO INSTALL WALL MOUNTED CABINETS.

12" WALL CABINET WITH WHITE

MELAMINE INTERIORS

PROVIDE PLASTIC LAMINATE FINISH AT

ALL EXPOSED CABINET FACES

ADJUSTABLE WHITE MELAMINE

SHELVES. PROVIDE ALL MOUNTING

BRACKETS.

4" ALUMINUM PULLS

3'- 0"

1'- 4"

4" 2'-

2'-1"

1" 2'-0"

1 1 /2"

6" 1'-

3 1 /2"

2'-

STAIN GRADE 1x6 CHAIR RAIL WITH EASED EDGES.

SPECIES, GRAIN AND STAIN TO MATCH DOORS.

FROSTED 1/4" THICK LEXAN SIGN

1" 3/4

1 1

/2" 3/4

1/4

3/4

1" 7" 1"

ROOM NAME

CONTINUED

1/2

5" 1/2

1/2" 8" 1/2"

STAINLESS STEEL OR CLEAR ANODIZED ALUMINUM

STANDOFF. 1/2" DIAMETER x 1/2" DEPTH.

RAISED TEXT LINES 1/32" DEPTH. FINAL TEXT FONT

AND ROOM NAME TO BE APPROVED BY TENANT.

BRAILLE ZONE TO COMPLY WITH ALL ABAAS

SECTION 704 REQUIREMENTS.

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF DESIGN

EDGE, P.C. CONSTITUTES A VIOLATION OF

LEGAL ACTION.

482 S Broadway - Suite 100 Denver, Colorado 80209 Telephone: 303-260-7277 Fax: 303-260-7282

711 N Cascade Avenue Colorado Springs, Colorado 80903 Telephone: 719-667-1972

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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

U.S. General Services Administration

A4.1

INTERIOR ELEVATIONS

20165

MDR

ACO

S/ D

O I T

G C

R F

R D

R , C

2/26/2021

3/8" = 1'-0"

ELEVATION

AT LOBBY 3/8" = 1'-0"

ELEVATION

AT BREAK ROOM 3/8" = 1'-0"

ELEVATION

TYPICAL MONITOR MOUNTING3/8" = 1'-0"

ELEVATION

AT KITCHENETTE 3/8" = 1'-0"

ELEVATION

AT MAILROOM

1" = 1'-0"

DETAIL

AT OPERABLE WALL1" = 1'-0"

SECTION

AT MILLWORK 1" = 1'-0"

SECTION

AT MILLWORK 1" = 1'-0"

SECTION

AT MILLWORK 1" = 1'-0"

SECTION

AT MILLWORK

1 1/2" = 1'-0"

DETAIL

3" = 1'-0"

DETAIL

65% Review 1/15/2021

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

EXTEND GYPSUM WALL BOARD 6" MIN.

ABOVE ADJACENT CEILING LINE.

GRID EDGE ANGLE, EACH SIDE OF WALL

CONTINUOUS BOTTOM TRACK

3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX.

SOUND BATT INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE DEFLECTION CUFF "SLIP-TRACK" AT TOP

OF WALL TO ALLOW FOR 2" MIN. DEFLECTION

1/4" MAX. SEALANT JOINT, EACH SIDE

EXTEND GYPSUM WALL BOARD 6" MIN.

ABOVE ADJACENT CEILING LINE.

GRID EDGE ANGLE, EACH SIDE OF WALL

CONTINUOUS BOTTOM TRACK

3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX.

SOUND BATT INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE

1/2" RESILIENT CHANNEL AT 24" O.C. MAX. FROM

FLOOR TO UNDERSIDE STRUCTURE ABOVE.

1/4" MAX. ACOUSTIC SELANT AND BACKER ROD

TRAINING ROOM SIDE

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

EXTEND GYPSUM WALL BOARD 6" MIN.

ABOVE ADJACENT CEILING LINE.

GRID EDGE ANGLE

CONTINUOUS BOTTOM TRACK

3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX.

SOUND BATT INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL BOARD

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

EXTEND GYPSUM WALL BOARD 6" MIN.

ABOVE ADJACENT CEILING LINE.

GRID EDGE ANGLE, EACH SIDE OF WALL

EXISTING CONTINUOUS BOTTOM TRACK

(ASSUMED)

EXISTING 3 5/8" 20 GA. METAL STUDS AT 16"

O.C. MAX. (ASSUMED)

INSTALL NEW SOUND BATT INSULATION IN

EXISTING STUD CAVITY

EXISTING 5/8" TYPE 'X' GYPSUM WALL BOARD

REMOVE GYPSUM WALL BOARD ON ONE SIDE, AS

REQUIRED, TO INSTALL NEW BATT INSULATION

8'- 0"

G W

L H

NEW METAL STUDS SISTERED ONTO

EXISTING TO REMAIN.

NEW 5/8" TYPE 'X' GYPSUM WALL BOARD

EACH SIDE

REMOVE EXISTING LIGHTING COVE,

FRAMING, FINISHES, ETC. COMPLETELY.

EXISTING SOFFIT AROUND

DUCTWORK TO REMAIN

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

EXTEND GYPSUM WALL BOARD ABOVE

CEILIGN TO STRUCTURE.

GRID EDGE ANGLE, EACH SIDE OF WALL

CONTINUOUS BOTTOM TRACK

3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX.

SOUND BATT INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE

1 HOUR RATED WALL CONSTRUCTION

UL NO: U419

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

EXTEND GYPSUM WALL BOARD 6" MIN.

ABOVE ADJACENT CEILING LINE.

GRID EDGE ANGLE, EACH SIDE OF WALL

CONTINUOUS BOTTOM TRACK

3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX.

SOUND BATT INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE

PROVIDE RAISED FLOOR PEDESTAL AT AS

RECOMMENDED BY RAISED FLOOR

MANUFACTURER UNDER WALL CENTERLINE.

EXISTING STRUCTURE ABOVE TO REMAIN

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

PROVIDE KICKERS OR KING STUDS TO

STRUCTURE ABOVE AT 48" O.C. MAX.

EXTEND GYPSUM WALL BOARD 6" MIN.

ABOVE ADJACENT CEILING LINE.

GRID EDGE ANGLE, EACH SIDE OF WALL

CONTINUOUS BOTTOM

TRACK ON SLAB

3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX.

SOUND BATT INSULATION IN STUD CAVITY

5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE

PROVIDE RAISED FLOOR PEDESTAL AT

PERIME…

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File details come from the government source that posted it. Updated Mar 17, 2022.