A06_NIFC_410A_Lighting_-_Drawings.pdf

PDF 38 MB Posted Jun 26, 2026

Attached to: NIFC 410A ITS Lighting Replace Federal contract opportunity
Solicitation number: 140L3726R0002
Issued by: Department of the Interior Bureau of Land Management Idaho Region

About this file

Written by GovTribe AI · Jun 26, 2026

This document is a comprehensive set of architectural and engineering drawings for the NIFC 410A ITS Lighting Replace project located at 3833 Development Avenue, Boise, Idaho 83705. The project involves renovation and reconfiguration of approximately 5,454 square feet of office space within the National Interagency Fire Center building. The scope includes demolition of existing walls, ceilings, flooring, and mechanical/electrical systems, followed by installation of new partitions, finishes, lighting, HVAC components, and plumbing fixtures to accommodate a redesigned floor plan with updated office, break room, storage, and conference room spaces.

The construction documents include 28 sheets covering code review analysis, accessibility standards, architectural plans with demolition and reflected ceiling layouts, door and window schedules, interior finishes and signage specifications, and complete mechanical, plumbing, and electrical systems. Key construction elements include new gypsum board partitions with acoustic insulation, 2x4 acoustical ceiling tiles, resilient and carpet flooring, new LED lighting with occupancy sensors and photocell controls, HVAC ductwork modifications with supply and return grilles, new plumbing for a break room sink with hot and cold water lines, and comprehensive electrical work including new power panels, receptacles, communications infrastructure, fire alarm devices, and access control systems. The project must comply with 2021 International Building Code, Mechanical Code, Plumbing Code, Energy Conservation Code, NFPA standards, and ABA accessibility requirements. The drawings were issued for construction on October 24, 2025, and indicate this is a BLM federal project with solicitation number 140L3726R0002.

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Other files for this federal contract opportunity

Other files attached to NIFC 410A ITS Lighting Replace, newest first.
File	Type	Posted
Sol_140L3726R0002_Amd_0002.pdf	PDF	Jul 20, 2026
Sol_140L3726R0002_Amd_0001.pdf	PDF	Jul 13, 2026
A06_NIFC_410A_Lighting_-_Specifications.pdf	PDF	Jun 26, 2026
Sol_140L3726R0002.pdf	PDF	Jun 26, 2026
NIFC_410A_Lighting_-_Bid_Schedule.pdf	PDF	Jun 26, 2026
B03_WD_ID20260104_05-18-2026.pdf	PDF	Jun 26, 2026
SF1442_Example_Completion-Instructions-Reference.pdf	PDF	Jun 26, 2026

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STOPSTOP

BOLLARD

MCP

Vehicle Mail

DESIGNERS

ALWAYS THINK SAFETY

Project #

Sh ee t T itl e:

Date:

BLM Project #

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

D ra w n by

R ev is io ns

:\L

D Fe de ra l P ro je ct

F ile s\

-A ct ive P ro je ct s\

D ra wi ng s\

-0

dw g

Ap pr ov ed b y:

C he ck ed b y:

D es ig ne d by

Seal:

De sc rip tio n

Da te

Sheet of 28

10/24/2025

070117.023

140L0624F0150

A-

N G

E, B

E, ID

O R

/24 /25

G-001

C O

S H

VICINITY MAPREFERENCE MAP

PROJECT LOCATION

LATITUDE: 43.565965°

LONGITUDE: -116.209218°

3833 DEVELOPMENT AVE, BOISE, ID 83705

NATIONAL INTERAGENCY FIRE CENTER

NIFC 410A-ITS LIGHTING REPLACE

BOISE, IDAHO

PROJECT

LOCATION

NIFC

CAMPUS

DRAWING INDEX

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 G-001 COVER SHEET

2 G-100 CODE REVIEW

3 G-101 ACCESSIBILITY DIAGRAMS

ARCHITECTURAL

4 AD101 FIRST FLOOR DEMOLITION PLAN

5 AD102 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

6 AE001 ASSEMBLIES

7 AE101 FIRST FLOOR PLAN

8 AE102 FIRST FLOOR REFLECTED CEILING PLAN

9 AE501 DOOR AND WINDOW DETAILS

10 AE601 DOOR AND WINDOW SCHEDULE AND ELEVATIONS

INTERIORS

11 IN101 FIRST FLOOR FINISH PLAN

12 IN102 FIRST FLOOR SIGNAGE PLAN

PLUMBING

13 P-001 PLUMBING LEGEND, NOTES, AND ABBREVIATIONS

14 PD101 FIRST FLOOR DEMOLITION PLUMBING PLAN

15 P-101 FIRST FLOOR PLUMBING PLAN

MECHANICAL

16 M-001 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS

17 MD101 FIRST FLOOR DEMOLITION MECHANICAL PLAN

18 M-101 FIRST FLOOR MECHANICAL PLAN

19 M-501 MECHANICAL DETAILS

ELECTRICAL

20 E-001 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS

21 ED101 FIRST FLOOR DEMOLITION ELECTRICAL PLANS

22 E-101 FIRST FLOOR ELECTRICAL PLANS

23 E-102 FIRST FLOOR LIGHTING PLAN

24 E-501 ELECTRICAL DETAILS

25 E-601 ELECTRICAL SCHEDULES

26 E-602 ELECTRICAL SCHEDULES

27 E-701 ELECTRICAL ONE-LINE DIAGRAM

28 E-702 PHOTOMETRIC PLAN

CODE REVIEW INFORMATION

GOVERNING CODES:

CODES ADOPTED BY THE BUREAU OF LAND MANAGEMENT:

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2021 INTERNATIONAL FIRE CODE (IFC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

ASHRAE 90.1-2019

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2022 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

2021 NFPA 101 LIFE SAFETY CODE

ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

2022 ASCE/SEI 7

2021 IBC EXISTING OCCUPANCY CLASSIFICATION: B

FIRE SPRINKLER SYSTEM: NOT PROVIDED

EXISTING CONSTRUCTION TYPE: III

AREA OF WORK = 5,454 SF

COMMON PATH OF EGRESS TRAVEL FROM SECTION 1006.2.1 = SHALL NOT EXCEED 75 FEET

EXIT ACCESS TRAVEL DISTANCE FROM TABLE 1017.2

FOR B OCCUPANCY, WITHOUT SPRINKLER SYSTEM = 200 FEET

SCOPE OF WORK:

SCOPE OF WORK IN EXISTING BUILDING IS LIMITED AND DOES NOT INCLUDE CHANGES TO THE

EXISTING OCCUPANCY, MEANS OF EGRESS OR BUILDING STRUCTURE. WORK CONSISTS OF

RECONFIGURING EXISTING OFFICES AND BREAKROOM AS INDICATED IN THE CONTRACT

DOCUMENTS. WORK AREA EXCLUDES OTHER PORTIONS OF THE EXISTING BUILDING THAT

REMAIN UNCHANGED AND ARE NOT INCLUDED IN THIS ANALYSIS.

IEBC 2021 ANALYSIS

604.1 LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE

BUILDING AREA.

704.1 ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION

PROVIDED FOR THE MEANS OF EGRESS.

801.4 NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY

WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.

804.5.1 WORK AREAS SHALL BE PROVIDED WITH TWO EGRESS DOORWAYS IN ACCORDANCE WITH

THE REQUIREMENTS OF SECTIONS 804.5.1.1 AND 804.5.1.2.

804.5.1.1 IN ANY WORK AREA, ALL ROOMS AND SPACES HAVING AN OCCUPANT LOAD GREATER

THAN 50 OR IN WHICH THE TRAVEL DISTANCE TO AN EXIT EXCEEDS 75 FEET SHALL HAVE NOT

FEWER THAN TWO EGRESS DOORWAYS.

804.7 DEAD-END CORRIDORS IN ANY WORK AREA SHALL NOT EXCEED 35 FEET.

901.2 IN ADDITION TO THE PROVISIONS OF THIS CHAPTER, WORK SHALL COMPLY WITH ALL

REQUIREMENTS OF CHAPTERS 7 AND 8.

907.1 LEVEL 3 ALTERATIONS ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING TO

COMPLY WITH THE ENERGY REQUIREMENTS OF THE IECC. THE ALTERATIONS SHALL CONFORM TO

THE ENERGY REQUIREMENTS OF THE IECC.

88888 SF= ######

ROOM NAME

EXIT PATH

SPACE AREA

OCCUPANCY TAG:

NUMBER OF OCCUPANTS

OCCUPANT LOAD FACTOR

FIRE EXTINGUISHER CABINET AND

EXTINGUISHER - SEE SPECIFICATIONSFEC

SURFACE MOUNTED FIRE EXTINGUISHER -

SEE SPECIFICATIONS FE

NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.

CODE PLAN LEGEND

ROOM / AREA NAME

ROOM / AREA NUMBER

EXIT WIDTH PROVIDED

EXIT WIDTH REQUIRED

OCCUPANT LOAD

FINISH FLOOR

0" M

PORTABLE FIRE

EXTINGUISHER

984 SF

OPEN OFFICE

Occupant Load : 10

59 SF

STRG.

Occupant Load : 1 1096 SF

OPEN OFFICE

Occupant Load : 12

1584 SF

OPEN OFFICE

Occupant Load : 15

141 SF

OFFICE

Occupant Load : 1

20 SF

STRG.

Occupant Load : 1

122 SF

BREAK

Occupant Load : 9

197 SF

CONFERENCE ROOM

Occupant Load : 14

104 SF

HALL

Occupant Load : 1

62 SF

HALL

Occupant Load : 1

111 SF

M&E 107A

Occupant Load : 1

49 SF

ELEC.

Occupant Load : 1 169 SF

ELEC.

Occupant Load : 1

50 SF

FOCUS

Occupant Load : 1

106 SF

OFFICE

Occupant Load : 1

161 SF

COMPUTER CACHE

Occupant Load : 1

WOMENS

MENS

N C

'-2

TRAVEL DISTANCE = 67'-9"

FEC

132.

275.

COMMON PATH OF TRAVEL = 63'-1"

FE FE

1 2 3 4 5

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BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 4:

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:\t yl er m or te ns on

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A1 FIRST FLOOR CODE PLAN

0 4' 8' 16'

De sc rip tio n

Da te

/24 /25

LATCH APPROACH, PULL SIDE

HINGE APPROACH, PUSH SIDE

LATCH APPROACH, PUSH SIDE

HINGED DOOR

DOORWAY

WITHOUT DOORS

* IF BOTH LATCH & CLOSER ARE PROVIDED

SIDE APPROACH

(b) PUSH SIDE(a) PULL SIDE (c) PUSH SIDE, DOOR PROVIDED w/ BOTH

CLOSER AND LATCH

MANEUVERING CLEARANCE AT RECESSED DOORS

MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS & MANUAL SLIDING / FOLDING DOORS

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

CLEAR WIDTH OF DOORS

* IF CLOSER IS PROVIDED * IF CLOSER IS PROVIDED

32" MIN.

36" MIN.

" M

MIN.

22"

" M

. MIN.

24" 48 " M

" M

MIN.

24"

X > 36"

" M

D A

H X

, M U

" M

D A

H X

B E

>2 4"

FRONT APPROACH, PULL SIDE

MIN.

18"

" M

FRONT APPROACH, PUSH SIDE

* IF BOTH LATCH & CLOSER ARE PROVIDED

" M

MIN.

* 12"

HINGE APPROACH, PULL SIDE

" M

36" MIN.

HINGE APPROACH, PULL SIDE

" M

42" MIN.

FRONT APPROACH

X > 36"

" M

MIN.

18"

MIN.

12"

CIRCULAR

60" M

IN.

T-SHAPED

MIN.

60"

MIN.

12"

MIN.

36"

MIN.

12"

MAX OVERLAP

OF KNEE/TOE

(a) OBSTRUCTED

HIGH SIDE REACH

(b) OBSTRUCTED

HIGH FORWARD REACH

UNOBSTRUCTED

SIDE REACH

(b) OBSTRUCTED

HIGH SIDE REACH

UNOBSTRUCTED

FORWARD REACH

(a) OBSTRUCTED

HIGH FORWARD REACH

" M

10" MAX.

" M

" 48 " M

MAX.

20"

> 20"-25" MAX.

" M

10" MAX. < 10"-24" MAX.

" M

CLEAR FLOOR SPACE (a) FORWARD APPROACH (b) PARALLEL APPROACH

(a) FORWARD APPROACH IN AN ALCOVE (b) PARALLEL APPROACH IN AN ALCOVE

MIN.

48"

MIN.

48"

" X

MIN.

36"

MIN.

60"

MIN.

30"

(a) ELEVATION TOE CLEARANCE (b) PLAN TOE CLEARANCE

(a) ELEVATION KNEE CLEARANCE (b) PLAN KNEE CLEARANCE

MAX.

MIN.

11"

25" MAX.

17" - 25"

MIN.

LIMITS OF PROTRUDING OBJECTS

SIGN OR

OBSTRUCTION

4" MAX.

1 2 3 4 5

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BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

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D2 ABA 304 WHEEL CHAIR TURNING SPACE D3 ABA 305 CLEAR FLOOR SPACE

C3 ABA 306 KNEE & TOE CLEARANCEC2 ABA 308 REACH RANGES

ABA 307

PROTRUDING OBJECTS

0 2' 4' 8'

A1 ABA 404 DOORS & DOORWAYS

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0 2' 4' 8'

0 1' 2' 4'

0 2' 4' 8'

3 3

3 4

E108

CONF

E105

OFFICE

E106

OFFICE

E103

OFFICE

E102

OFFICE

E101

OFFICE

E109

OPEN OFFICE

E107

ELEC.

E107A M&E

E104

STRG.

E110

OPEN OFFICE

E111

OFFICE

E112

HALL

E113

MENS

E118

WOMENS

E119

ELEC.

E114

STRG.

E115

HALL

E116

OFFICE

E117

CONF ROOM

AE101

REFER TO GENERAL NOTES, SPECIFICATIONS, AND MEP

DRAWINGS FOR ADDITIONAL SCOPE, INFORMATION, AND

REQUIREMENTS.

PROTECT EXTERIOR WINDOW SYSTEMS FROM DUST AND

DAMAGE DURING DEMOLITION AND NEW CONSTRUCTION.

IN AREAS WHERE NO WORK WILL OCCUR, G.C. TO TAKE

SPECIAL PRECAUTIONS TO ELIMINATE DUST AND DEBRIS OF

NEARBY CONSTRUCTION FROM ENTERING THESE AREAS.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS BEFORE WORK BEGINS. IF CONFLICTS OCCUR,

NOTIFY GOVERNMENT IMMEDIATELY.

DEMOLITION NOTES LISTED ON THIS SHEET CONVEY

GENERAL CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR

EACH CONDITION NECESSARY TO COMPLETE THE

SUCCESSFUL INSTALLATION AND ERECTION OF NEW

CONSTRUCTION.

DEMOLITION GENERAL NOTES

DEMOLITION KEYNOTEX

DEMOLITION PLAN LEGEND

ROOM NAME AND NUMBER

NAME

EXISTING TO BE DEMOLISHED

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BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 4:

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AD101

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0 4' 8' 16'

A1 FIRST FLOOR DEMOLITION PLAN

# DEMOLITION KEYNOTES

1 DEMOLISH GYPSUM FRAMED WALL IN ITS ENTIRETY. PATCH

AND REPAIR ADJACENT WALL AS NEEDED TO MATCH

ADJACENT WALL FINISH.

2 DEMOLISH DOOR, FRAME AND ASSOCIATED HARDWARE.

3 DEMOLISH EXISTING CARPET AND RUBBER WALL BASE

THROUGHOUT ENTIRETY OF ROOM NOTED.

4 SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

5 EXISTING ROOF DRAIN TO REMAIN.

6 DEMOLISH EXISTING ELECTRICAL PANELS, SEE ELECTRICAL

PLANS.

7 DEMOLISH EXISTING FLOORING, RUBBER WALL BASE, AND

RAISED FLOOR THROUGHOUT HATCHED AREA.

8 DEMOLISH EXISTING FURRED WALL AND PLUMBING, CAP

PLUMBING AS REQUIRED. CMU WALL TO REMAIN, PATCH

WALL AS NECESSARY. SEE PLUMBING ALSO.

9 DEMOLISH EXISTING SINK, COUNTERTOP, CABINET, AND

FURRED WALL. SEE PLUMBING ALSO.

10 DEMOLISH EXISTING WALL AS NEEDED FOR NEW DOOR

OPENING AND FRAMING.

11 DEMOLISH EXISTING DOOR, FRAME, AND ASSOCIATED

HARDWARE AND PREP FOR NEW WINDOW.

12 REMOVE STEP AT EDGE OF RAISED FLOOR.

13 DEMOLISH EXISTING RAISED FLOOR UP TO THE EXISTING

MECHANICAL UNIT IN THIS ROOM. RAISED FLOOR UNDER

MECHANICAL UNIT TO REMAIN.

14 EXISTING WATER LINE, PROTECT FROM DAMAGE.

15 DEMOLISH EXISTING EXTERIOR RAMP, GUARDRAIL, AND

HANDRAIL IN ITS ENTIRETY.

16 DEMOLISH WOOD DATA CHASE IN ITS ENTIRETY. SEE

ELECTRICAL ALSO.

17 REMOVE EXISTING DOOR, FRAME, AND HARDWARE AND

RETAIN FOR REINSTALLATION. ADJUST DOOR OPENING TO

MATCH NEW FLOOR HEIGHT. PATCH TOP OF OPENING PER

DOOR DETAILS.

De sc rip tio n

Da te

E108

CONF

E105

OFFICE

E106

OFFICE

E103

OFFICE

E102

OFFICE

E101

OFFICE

E109

OPEN OFFICE

E107

ELEC.

E107A M&E

E104

STRG.

E110

OPEN OFFICE

E111

OFFICE

E112

HALL

E113

MENS

E118

WOMENS

E119

ELEC.

E114

STRG.

E115

HALL

E116

OFFICE

E117

CONF ROOM

2X4 ACOUSTICAL

LAY-IN CEILING TILE

TO BE DEMOLISHED.

EXISTING GRID TO

REMAIN

HVAC REGISTERS

TO REMAIN- SEE

MECHANICAL

DEMOLITION REFLECTED CEILING LEGEND

DEMOLITION KEYNOTEX

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

1X1 GLUED

CEILING TILE TO

BE DEMOLISHED

2X4 ACOUSTICAL

LAY-IN CEILING TO

REMAIN

LIGHTING TO BE

DEMOLISHED-

SEE ELECTRICAL

LIGHTING TO

REMAIN-

SEE ELECTRICAL

HVAC REGISTERS

TO BE DEMOLISHED-

SEE MECHANICAL

GYPSUM BOARD

CEILING TO REMAIN

EXPOSED

STRUCTURE

2X4 ACOUSTICAL

LAY-IN CEILING TILE

AND GRID TO BE

DEMOLISHED

REFER TO GENERAL NOTES, SPECIFICATIONS, AND MEP

DRAWINGS FOR ADDITIONAL SCOPE, INFORMATION, AND

REQUIREMENTS.

PROTECT EXTERIOR WINDOW SYSTEMS FROM DUST AND

DAMAGE DURING DEMOLITION AND NEW CONSTRUCTION.

IN AREAS WHERE NO WORK WILL OCCUR, G.C. TO TAKE

SPECIAL PRECAUTIONS TO ELIMINATE DUST AND DEBRIS OF

NEARBY CONSTRUCTION FROM ENTERING THESE AREAS.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS BEFORE WORK BEGINS. IF CONFLICTS OCCUR,

NOTIFY GOVERNMENT IMMEDIATELY.

DEMOLITION NOTES LISTED ON THIS SHEET CONVEY

GENERAL CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR

EACH CONDITION NECESSARY TO COMPLETE THE

SUCCESSFUL INSTALLATION AND ERECTION OF NEW

CONSTRUCTION.

DEMOLITION GENERAL NOTES

RM E116 - EXISTING CEILING RM E115 - EXISTING CEILING RM E117 - EXISTING CEILING RM E108 - EXISTING CEILING

RM E109 - EXISTING CEILING RM E111 - EXISTING CEILING RM E110 - EXISTING CEILING RM E105 - EXISTING CEILING

NOTE:

EXISTING IMAGES ARE FOR REFERENCE ONLY, VERIFY ALL ELEMENTS AND EXISTING CONDITIONS IN FIELD.

1 2 3 4 5

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BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

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0 4' 8' 16'

A1 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

1 REMOVE EXISTING CEILING TILE AND GRID WITHIN ENTIRETY

OF ROOM NOTED. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

2 REMOVE EXISTING CEILING GRID TO EXTENT REQUIRED FOR

WALL DEMOLITION.

3 REMOVE EXISTING CEILING TILE WITHIN ENTIRETY OF ROOM

NOTED, EXISTING GRID TO REMAIN. SEE ELECTRICAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

4 EXISTING CEILING TO REMAIN, SEE ELECTRICAL DRAWINGS

FOR ADDITIONAL REQUIREMENTS.

5 ADJUST CEILING GRID AND TILES AS NEEDED FOR

DEMOLITION OF EXISTING FURRED WALLS, AND

INSTALLATION OF NEW FURRED WALLS.

6 REMOVE EXISTING GLUED TILE CEILING AND SUBSTRATE

WITHIN ENTIRETY OF ROOM NOTED. SEE ELECTRICAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

# DEMOLITION KEYNOTES

C1 EXISTING CONDITION IMAGES

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ASSEMBLY TYPE

ASSEMBLY MODIFIER, PER TYPE

ASSEMBLY TYPE LEGEND

MODIFIERS:

INSTALL 5/8" MOISTURE RESISTANT TYPE 'X' GYPSUM

BOARD IN LIEU OF 5/8" TYPE 'X' GYPSUM WALL BOARD AT

THIS WALL. INSTALL TILE BACKING PANELS IN LIEU OF

GYPSUM BOARD AT LOCATIONS TO RECIEVE TILE.

GENERAL WALL NOTES

THE CONTRACTOR SHALL CALL THE GOVERNMENT FOR

SPECIAL INSPECTION OF THESE SYSTEM INSTALLATIONS

PRIOR TO COVERING UP THE WORK.

SEAL ALL PENETRATIONS THROUGH AIR BARRIERS WITH

SPRAY FOAM, THEN FLASH AND SEAL PER AIR BARRIER

MANUFACTURER'S REQUIREMENTS.

EXTEND ALL WALL COMPONENTS 6" ABOVE ADJACENT

CEILINGS UNLESS NOTED OTHERWISE.

B 3 5/8" FURRING WALLA 3 5/8" PARTITION - STC 45 MIN

3 5/8" METAL STUD AT 16" O.C.

SOUND BATT INSULATION

5/8" TYPE 'X' GYPSUM WALLBOARD

3 5/8" METAL STUD AT 16" O.C.

5/8" TYPE 'X' GYPSUM

WALLBOARD

EXISTING CMU WALL

C 3 5/8" CHASE WALL

3 5/8" METAL STUD AT 16" O.C.

5/8" TYPE 'X' GYPSUM WALLBOARD

TYPICAL ASPHALT PAVING

3" MIN. PLANT MIX ASPHALT

6" MIN. CRUSHED AGGREGATE

BASE COURSE

SUBGRADE COMPACT TO FIRM

UNYIELDING

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Project #

Date:

ALWAYS THINK SAFETY Sheet of

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A_ ar ch

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M O

- I

N G

A, W

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, I D

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C Y

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6 28

O R

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De sc rip tio n

Da te

OPEN OFFICE

STRG.

104 OPEN OFFICE

OPEN OFFICE

OFFICE

111 MENS

STRG.

BREAK

CONFERENCE

ROOM

WOMENS

HALL

M&E 107A

ELEC.

17' - 8"

2" 5'

1/ 2"

2' - 8"

FOCUS

OFFICE

COMPUTER

CACHE

AE101

4 4

AE101

REF

AE101

9' - 7"

AE101

ROOM NAME AND NUMBER

KEYNOTE

DIMENSION TO FACE OF FRAMING

PLAN LEGEND

NAME

ROOM NAME AND NUMBER

NAME

1i EQUIPMENT, SEE SPECIFICATIONS.

MAINTAIN THE INTEGRITY OF ALL REMAINING BUILDING

SYSTEMS AND RATINGS. REPAIR ANY DAMAGE DONE TO

SURROUNDING AREAS/CONSTRUCTION DURING

DEMOLITION.

ALL EXISTING CONDITIONS ARE NOT INDICATED ON THE

DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE THE

EXISTING INSTALLATION AND ALL PROJECT DRAWINGS TO

BECOME FAMILIAR WITH THE SCOPE OF WORK.

CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE OR

PENETRATIONS AT ALL ELEMENTS TO REMAIN (INCLUDING

BUT NOT LIMITED TO WALLS, CEILINGS, FLOORS, ETC)

CAUSED BY DEMOLITION ACTIVITIES OR REMOVAL OF

ELECTRICAL, MECHANICAL, ARCHITECTURAL ELEMENTS.

REPLACE ITEMS NOT REPAIRABLE TO ORIGINAL STATE.

EXISTING FINISH MATERIALS, INCLUDING CEILINGS, TRIM,

ETC., SHALL BE PROTECTED AND RETAINED, UNLESS NOTED

OTHERWISE.

UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE

FACE OF STUDS FOR GYPSUM WALL BOARD

WALL/PARTITIONS. UNLESS OTHERWISE NOTED, ALL

DIMENSIONS TO EXISTING WALLS ARE FROM FINISHED FACE.

SEE IN SHEETS FOR NEW FINISHES.

GENERAL SHEET NOTES

BREAK

AE101D2

32.5

PL1

EF 302

16.5

6" 1'

M W

TW1

SS1

PL1

AE101B2

OPEN OFFICE

2 SS1

4" 3'

6"4'

CLEAR

3' - 3"EQ EQ EQ EQ 5"

11' - 0"

PL1

* INDICATES DEPTH OF BASE CABINET

- COUNTERTOPS OVERHANG 1 1/2"

** INDICATES APPROXIMATE HEIGHT OF CABINET, SEE

ELEVATIONS FOR OVERALL HEIGHT OF CABINET AND

COUNTERTOP.

*** "M" INDICATES A DESIGN MODIFICATION TO THE STANDARD

CASEWORK DESIGNATED

###M

LOCK

HEIGHT**

MODIFICATION NOTE

CABINET NUMBER***

DEPTH*

WIDTH

CASEWORK LEGEND

EXISTING WALLS

10"

EXISTING WATER LINE

TO REMAIN, PROTECT

FROM DAMAGE. SEE

PLUMBING FOR VALVE

REPLACEMENT.

MIN.

EXISTING RAISED FLOOR

PANEL - CUT TO ALIGN WITH

FACE OF STUDS BELOW

EXISTING RAISED FLOOR

SUPPORT - ALL SUPPORTS

UNDER MECHANICAL UNIT TO

REMAIN IN PLACE.

VINYL STAIR NOSING

1/2" PLYWOOD SHEATHING,

SCRIBED TO FLOOR SURFACE

3 5/8" METAL STUD FRAMING

AT 16" O.C.

EXISTING CONCRETE SLAB ON

GRADE

FINISH PER PLAN

EXISTING MECHANICAL UNIT

TO REMAIN

N O

TYPICAL ASPHALT PAVING

EXISTING ASPHALT

PAVING

(2) #4 CONTINUOUS

FIRM NATIVE SOIL

OR ENGINEERED

COMPACTED FILL

NOTE:

DEPTH TO MATCH

ADJACENT

PAVEMENT

SECTION, 12" MIN.

CONCRETE CURB

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 5:

M U

:\t yl er m or te ns on

\D oc um en ts

R ev itL oc al Te m p\

N W

_T O

A_ ar ch

_t yl er m or te ns on .rv t

R P

M O

- I

N G

A, W

R ob in so n R d, B oi se

, I D

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0 4' 8' 16'

A1 FIRST FLOOR PLAN

1 21" DEEP X 2" WIDE BRACKET. COLOR TO BE DETERMINED BY

GOVERNMENT.

2 FURNITURE/CUBICLE LAYOUT AND EQUIPMENT BY

GOVERNMENT, NOT IN CONTRACT.

3 EXISTING WATER LINE TO REMAIN, PROTECT FROM DAMAGE.

SEE PLUMBING FOR VALVE REPLACEMENT.

4 EXISTING ROOF DRAIN TO REMAIN, PROTECT FROM DAMAGE.

5 NEW ACCESS CONTROL. SEE DOOR HARDWARE AND

ELECTRICAL.

6 PATCH WALL AT REMOVED SINK AND CABINET. PREP AND

FINISH TO MATCH ADJACENT WALL FINISHES.

7 16" DEEP SHELF WITH GROMMETS AT 36" O.C.

8 REGRADE WHERE RAMP WAS REMOVED AND REFINISH WITH

TYPICAL ASPHALT PAVING. GRADE AWAY FROM THE

BUILDING AND TOWARDS EXISTING STORM DRAIN AT 2%

MINIMUM SLOPE.

9 PATCH, LEVEL, AND PREPARE EXISTING SLAB FOR NEW

FLOORING INSTALLATION IN THIS ROOM.

10 EXISTING STORM DRAIN.

# SHEET KEYNOTES

D1 BREAK ROOM ENLARGED PLAN D2 BREAK ROOM - 4

B1 OPEN OFFICE ENLARGED PLAN B2 OPEN OFFICE - 4

0 2' 4' 8'

EQUIPMENT SCHEDULE

EQ # DESCRIPTION SIZE

MW PROVIDED AND

INSTALLED BY

GOVERNMENT

24"W x 20"D x 14"H

REF PROVIDED AND

INSTALLED BY

GOVERNMENT

36"W x 24"D x 84"H

D3 CHASE AT WATER SUPPLY

0 0.5' 1' 2'

De sc rip tio n

Da te

/24 /25

B3 RAISED FLOOR EDGE

0 0.25' 0.5' 1' 1.5'

D4 TYPICAL CURB

0 0.25' 0.5' 1' 1.5'

STRG.

M&E 107A

ELEC.

OPEN OFFICE

OFFICE

BREAK

HALL

CONFERENCE

ROOM

WOMENS

MENS

STRG.

ELEC.

(E) 8'-0"

ACT1

(E) 7'-7"

ACT1

8'-0"

ACT1

8'-0"

ACT1

(E) 8'-0"

ACT1

VARIES

GYP

8'-0"

ACT1

8'-0"

ACT1

1 1 1 1

FOCUS

OFFICE

COMPUTER

CACHE

ACT1

9' - 8"

ACT1

9' - 8"

ACT1

9' - 8"

ACT1

9' - 8" VARIES

VARIES

8'-0"

ACT1

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

2X4 ACOUSTICAL

LAY-IN CEILING

CEILING MATERIAL

ACT1 2X4 ACOUSTICAL LAY IN PANEL

EXP EXPOSED STRUCTURE

GYP GYPSUM BOARD

EX EXISTING CEILING TO REMAIN

LIGHTING -

SEE ELECTRICAL

HVAC REGISTERS -

SEE MECHANICAL

CEILING HEIGHT

VAR VARIES

ADDITIONAL NOTES

REFLECTED CEILING LEGEND

1. VERIFY EXISTING CEILING HEIGHT IN FIELD.

ACT

VARIES

NOTES

GYPSUM

BOARD CEILING

TO REMAIN

HVAC REGISTERS

TO REMAIN- SEE

MECHANICAL

KEYNOTEX

EXISTING TO REMAIN

EXPOSED

STRUCTURE

LIGHTING TO

REMAIN- SEE

ELECTRICAL

2X4 ACOUSTICAL

LAY-IN CEILING TO

REMAIN

VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD.

EXISTING CONDITIONS OF WINDOWS AND OTHER

BUILDING ELEMENTS MAY VARY.

FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

COORDINATE WITH THE MECHANICAL AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR THE LOCATION

AND PHYSICAL SIZES OF ALL CEILING GRILLS,

DIFFUSERS, FIXTURES, CANS, AND RELATED ITEMS.

GENERAL NOTES - CEILING

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 5:

M U

:\t yl er m or te ns on

\D oc um en ts

R ev itL oc al Te m p\

N W

_T O

A_ ar ch

_t yl er m or te ns on .rv t

R R

D C

N G

M O

- I

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A, W

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, I D

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0 4' 8' 16'

A1 FIRST FLOOR REFLECTED CEILING PLAN

# SHEET KEYNOTES

1 PROVIDE NEW CEILING TILE WITHIN EXISTING CEILING GRID

OF ROOM NOTED. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

2 PROVIDE NEW CEILING GRID AND TILE WITHIN AREA NOTED,

MATCH ADJACENT CEILING HEIGHT. SEE ELECTRICAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

3 REPLACE WATER SHUT OFF VALVE ABOVE CEILING, SEE

PLUMBING.

4 ADJUST CEILING GRID AND TILE AS NEEDED TO

ACCOMODATE NEW FURRED WALLS.

5 INFILL CEILING TILE AND GRID TO FILL SPACE WHERE

FURRED WALL WAS DEMOLISHED.

6 PROVIDE NEW CEILING GRID AND TILE WITHIN AREA NOTED

AT HEIGHT NOTED. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

7 ADD NEW CEILING CROSS TEE AND REPLACE 2X2 TILE

ADJACENT TO DIFFUSER.

De sc rip tio n

Da te

HM FRAME, FINISHED

AS SCHEDULED

SCHEDULED DOOR

SEALANT

PERIMETER

BOTH SIDES - TYP

SILENCER OR SOUND

GASKET PER

HARDWARE SCHEDULE

PROVIDE BOX HEADER

OR NESTED STUDS AT

DOOR HEADER

INTERIOR FINISH PER

SCHEDULE

TYP DIMENSION FROM

PERPENDICULAR WALL,

UNLESS DIMENSIONED

OTHERWISE

DOOR PER SCHEDULE

SILENCER OR GASKET

AS SCHEDULED

HM DOOR FRAME

METAL STUDS

SEALANT @ PERIMETER

BOTH SIDES TYP

0' - 4" 0' - 2"

INTERIOR FINISH PER

SCHEDULE

FINISH TRANSITION TO

OCCUR UNDER DOOR

FINISH FLOOR PER PLAN

EXISTING CONCRETE

SLAB

DOOR PER SCHED.

DOOR/ FRAME AS SCHEDULED

EXISTING CMU

SILENCER OR SOUND GASKET

PER HARDWARE SCHEDULE

GYPSUM J-TRIM AND

URETHANE SEALANT AT

PERIMETER BOTH SIDES - TYP

ATTACH DOOR FRAME PER

MANUFACTURER'S

INSTRUCTIONS

GYPSUM J-TRIM AND

URETHANE SEALANT AT

PERIMETER

INFILL OPENING ABOVE

REMOVED DOOR WITH WALL

TYPE A CONSTRUCTION

ATTACHED TO EXISTING CMU

GYPSUM J-TRIM AND

URETHANE SEALANT AND

BACKER ROD AT PERIMETER

ALIGN GYPSUM BOARD WITH

FACE OF CMU ON EXTERIOR

OF STORAGE ROOM

DOOR/ FRAME AS SCHEDULED

MASONRY ANCHOR PER

MANUFACTURER

EXISTING CMU WALL

SILENCER OR SOUND GASKET

PER HARDWARE SCHEDULE

SEALANT PERIMETER

BOTH SIDES - TYP

WINDOW PER SCHEDULE

INTERIOR FINISH AS

SCHEDULED

SHIM AND URETHANE SEALANT

BEAD AT PERIMETER OF FRAME

PAINTABLE SEALANT BEAD

EXISTING CMU AND FURRED WALL

ASSEMBLY TO REMAIN

WINDOW AS SCHEDULED

INTERIOR FINISH PER

ELEVATION

SHIM AND URETHANE SEALANT

BEAD AT PERIMETER OF FRAME

BOTH SIDES

PAINTABLE SEALANT BEAD

EXISTING CMU AND FURRED WALL

ASSEMBLY TO REMAIN

GLAZING AS SCHEDULED

ALUMINUM STOREFRONT

FRAMING

EXISTING CMU FOUNDATION

WALL AND CONCRETE SLAB

24GA GALV PRE-FINISHED

STL DRIP FLASHING. SET

BACK LEG IN SEALANT BED

PAINTABLE

SEALANT

FINISH FLOOR PER

PLAN

URETHANE SEALANT AND

BACKER ROD, BOTH SIDES

OF FRAME

MANUFACTURED

STOREFRONT SILL RECEIVER

FILL SHIM SPACE WITH

INSULATION

GRADE - SLOPE AWAY

FROM BUILDING AT 2%

MINIMUM.

B1 INT HM DOOR JAMB AT STUD WALL

C1 INT HM DOOR HEAD AT STUD WALL

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 5:

M U

:\t yl er m or te ns on

\D oc um en ts

R ev itL oc al Te m p\

N W

_T O

A_ ar ch

_t yl er m or te ns on .rv t

D O

O R

A N

D W

O W

M O

- I

N G

A, W

R ob in so n R d, B oi se

, I D

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AE501

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O R

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A1 INT HM DOOR SILL

C2 INTERIOR HM DOOR HEAD AT CMU

B2 INTERIOR HM DOOR JAMB AT CMU

C3 EXT STOREFRONT HEAD AT CMU

B3 EXT STOREFRONT JAMB AT CMU

A3 EXT STOREFRONT SILL AT CMU

De sc rip tio n

Da te

/24 /25

0 0.125' 0.25' 0.5' 0.75' 0 0.125' 0.25' 0.5' 0.75' 0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'0 0.125' 0.25' 0.5' 0.75'0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75' 0 0.125' 0.25' 0.5' 0.75'

WINDOW TYPES

3' - 4"

AE501

DOOR TYPES

SCHED

SEE

SCHED

SEE

F NL

FRAME TYPES

SCHED

SEE

SCHED

SEE

0" 2"

DOOR NOTES

1. REINSTALL EXISTING DOOR RETAINED DURING

DEMOLITION.

FRAME NOTES

1. REINSTALL EXISTING FRAME RETAINED DURING

DEMOLITION.

GENERAL DOOR AND FRAME NOTES

SEE FLOOR PLANS FOR DOOR LOCATIONS.

FIELD VERIFY ALL ROUGH OPENING DIMENSIONS

PRIOR TO FABRICATION/INSTALLATION.

PAINT ALL HOLLOW METAL FRAMES.

GENERAL HARDWARE NOTES

ALL DOORS TO HAVE (3) MORTISE HINGES PER DOOR

LEAF.

ALL DOORS IN HM FRAMES TO HAVE (3) SILENCERS

PER DOOR LEAF.

SEE SPECS FOR SPECIAL CRITERIA AND BASIS OF

DESIGN HARDWARE.

ABBREVIATIONS

AL ALUMINUM

EX EXISTING

F FLUSH DOOR, SEE DOOR TYPES

HM HOLLOW METAL

IN 1" INSULATED TEMPERED GLAZING

NL NARROW LITE DOOR, SEE DOOR TYPES

T 1/4" TEMPERED GLAZING

WD WOOD

DOOR HARDWARE

HARDWARE GROUPS

2 (SECURE STORAGE)

ELECTROMECHANICAL STOREROOM LOCKSET

HINGES

SILENCERS

ELECTRIFIED HINGE

DOOR STOP

HOLD-OPEN CLOSER

DOOR POSITION SWITCH

CARD READER

3 (SECURE OFFICE)

ELECTROMECHANICAL OFFICE LOCKSET

HINGES

SILENCERS

ELECTRIFIED HINGE

CLOSER

DOOR STOP / HOLD-OPEN

DOOR POSITION SWITCH

CARD READER

1 (OFFICE)

OFFICE LOCKSET

HINGES

SILENCERS

DOOR STOP / HOLD-OPEN

HARDWARE NOTES

1. REINSTALL EXISTING DOOR HARDWARE RETAINED

DURING DEMOLITION. ADJUST SECURITY

HARDWARE TO MATCH NEW DOOR HEIGHT.

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 5:

M U

:\t yl er m or te ns on

\D oc um en ts

R ev itL oc al Te m p\

N W

_T O

A_ ar ch

_t yl er m or te ns on .rv t

D O

O R

A N

D W

O W

N D

O N

M O

- I

N G

A, W

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DOOR, FRAME AND HARDWARE SCHEDULE

DOOR

NUMBER

ROOM

NUMBER ROOM NAME

DOOR FRAME

FIRE

RATING

HARDWARE

SIZE

MTL TYPE GLAZE NOTES MTL TYPE

DETAIL

NOTES GROUP NOTES

W H T HEAD JAMB SILL

101 101 OPEN

OFFICE

3' - 0" 7' - 0" 0' - 1 3/4" WD NL T - HM 1 C1/AE501 B1/A501 A1/AE501 - - 3 -

102 102 FOCUS 3' - 0" 7' - 0" 0' - 1 3/4" WD NL T - HM 1 C1/AE501 B1/A501 A1/AE501 - - 1 - 103 103 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" WD F - - HM 2 C1/AE501 B1/A501 A1/AE501 - 1 - 104 104 STRG. 3' - 0" 7' - 0" 0' - 1 3/4" EX EX - 1 EX EX C2/AE501 B2/AE501 A1/AE501 1 - - 1

105 105 COMPUTER

CACHE

3' - 0" 7' - 0" 0' - 1 3/4" WD F - - HM 1 C1/AE501 B1/A501 A1/AE501 - - 2 -

De sc rip tio n

Da te

OPEN OFFICE

FOCUS

STRG.

OFFICE

COMPUTER

CACHE

OPEN OFFICE

OFFICE

111 MENS

STRG.

BREAK

116 CONFERENCE

ROOM

WOMENS

HALL

M&E 107A

ELEC.

RB1

CP1

RB1

RT1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

CP1

RB1

P6 P6

RB1

CG1CG1

CG1 CG1

CG6

CG1

CG1 CG1

CG6

CG1

CP1

GENERAL FINISH NOTES

VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. IF

MEASUREMENTS IN FIELD DEVIATE FROM THE DIMENSIONS

SHOWN WITHIN THESE DOCUMENTS BY GREATER THAN 6"

OR AFFECT DESIGN INTENT COORDINATE AND NOTIFY THE

GOVERNMENT PRIOR TO CONTINUING WORK.

FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

ALL PRODUCTS ARE TO BE INSTALLED PER

MANUFACTURER'S INSTRUCTIONS, USING

MANUFACTURER'S ADHESIVES, TOOLS, AND METHODS.

REFER TO SPECIFICATIONS FOR ALL FINISH MATERIAL

PRODUCT INFORMATION.

COORDINATE ALL OWNER FURNISHED EQUIPMENT,

ACCESSORIES, AND FURNITURE WITH OWNER AND/OR

OWNER’S VENDOR.

ALL FLOOR TRANSITIONS ARE TO OCCUR DIRECTLY

BENEATH DOORS OR CENTERED IN OPENING UNLESS

NOTED OTHERWISE.

ALL GYPSUM WALLS TO BE PAINTED ‘P1’ UNLESS

OTHERWISE NOTED.

ALL HOLLOW METAL FRAMES TO BE PAINTED 'P2' UNLESS

OTHERWISE NOTED.

ALL METAL ACCESS PANELS, COVER PLATES, VENTS, AND

GRILLES TO BE PAINTED TO MATCH THE SURFACE IT IS

LOCATED ON.

RS1 TO BE LOCATED AT ALL EXTERIOR WINDOWS

EXTENT OF ACCENT PAINT OR WALL FINISHES

FLOOR FINISH 'SC1'

LOCATION AND TYPE OF CORNER GUARDS#

FINISH PLAN LEGEND

ROOM NAME AND NUMBER

FLOOR FINISH 'TF1'

FLOOR FINISH 'CP1'

FINISH TAG

NAME

FINISH TAGS DISPLAYED IN GROUPING ON FINISH PLAN

REPRESENT MAJORITY ROOM FINISH SELECTIONS. ORDER

OF GROUPING DEFINED IN EXAMPLE BELOW:

MAJORITY WALL FINISH

MAJORITY BASE FINISH

MAJORITY FLOOR FINISH

XX###

FLOOR FINISH 'RT1'

NIC

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 5:

M U

:\t yl er m or te ns on

\D oc um en ts

R ev itL oc al Te m p\

N W

_T O

A_ ar ch

_t yl er m or te ns on .rv t

R F

H P

D W

U N

- I

N G

A, W

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, I D

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IN101

C Y

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O R

C O

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C1 FIRST FLOOR FINISH PLAN

0 4' 8' 16'

MATERIALS LIST: BASIS OF DESIGN

ITEM

NO PRODUCT TYPE MANUFACTURER DESCRIPTION COLOR SIZE NOTES

BASE

RB1 RESILENT BASE ROPPE PINNACLE RUBBER COVED WALL

BASE

110 BROWN 4" H

CEILING

AC1 ACOUSTIC CEILING ARMSTRONG FINE FISSURED SECOND LOOK WHITE 24" X 48" 15/16" WHITE GRID

FLOOR

CP1 CARPET J+J FLOORING KINETEX PUT A CORK IN IT 2197 DRUM 24" X 24" MONOLITHIC INSTALLATION

RT1 RESILIENT FLOORING KAHRS UPOFLOR QUARTZ TILE LINES 8224 HYPERSTHENE

ASH

12" X 24" ASHLAR INSTALL

MILLWORK

PL1 PLASTIC LAMINATE FORMICA CABINET FACES. MATTE FINISH EARTHEN TWILL

08828-58

SS1 SOLID SURFACE CORIAN SOLID SURFACE COUNTERTOP

AND BACKSPLASH

PEBBLE LANE

MISC.

EX EXISTING TO REMAIN

RS1 ROLLER SHADES HUNTER DOUGLAS MANUAL SINGLE ROLLER SHADE

5% OPENNESS

SELECT FROM

MANUFACTURER'S

FULL RANGE OF

COLORS

TRANSITIONS

TR2 TRANSITION PROFILE FUTURA NO-LIP RAMP/JOINTER ETCHED ALUMINUM WHERE CARPET MEETS RESILIENT FLOORING

WALL

P1 PAINT SHERWIN WILLIAMS

PROMAR 200 ZERO

VOC

GENERAL WALL PAINT PACER WHITE SW

LOW VOC. EGGHSELL FINISH

P2 PAINT SHERWIN WILLIAMS TRIM PAINT DARK CLOVE SW9183 LOW VOC. SEMIGLOSS

P3 PAINT SHERWIN WILLIAMS

PROMAR 200 ZERO

VOC

ACCENT WALL PAINT AMAZING GREY

SW7044

LOW VOC. EGGHSELL FINISH

P4 PAINT SHERWIN WILLIAMS

PROMAR 200 ZERO

VOC

ACCENT WALL PAINT OYSTER BAY SW 6206 LOW VOC. EGGHSELL FINISH

P6 PAINT SHERWIN WILLIAMS

PROMAR 200 ZERO

VOC

ACCENT WALL PAINT TRANQUIL AQUA

SW7611

LOW VOC. EGGHSELL FINISH

TW1 TILE WALL CROSSVILLE SHADES 2.0 SPO FROST SHD41.

10624SPO.

6" X 24" BRICK INSTALL. GROUT TO BE GROUT #381 BRIGHT WHITE

WALL PROTECTION

CG1 CORNER GUARD CS ACROVYN VA SERIES PEARL #934 4' H

CG6 CORNER GUARD CS ACROVYN VA SERIES ASPEN #848 4' H

De sc rip tio n

Da te

R1 111R1

101R1

OPEN OFFICE

FOCUS

STRG.

OFFICE

COMPUTER

CACHE

OPEN OFFICE

OFFICE

MENS

STRG.

BREAK

CONFERENCE

ROOM

WOMENS

HALL

M&E 107A

ELEC.

AE101

LATCH SIDE

WOMEN MEN

OPEN OFFICE

STORAGE

CONFERENCE

" A

.F .F

C L

" A

.F .F

C L

BRAILE BRAILE

118 113

SIGNAGE LEGEND

SIGN TYPE - ROOM

ROOM NUMBER

1 2 3 4 5

Sh ee t T itl e:

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St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

:1 5:

M U

:\t yl er m or te ns on

\D oc um en ts

R ev itL oc al Te m p\

N W

_T O

A_ ar ch

_t yl er m or te ns on .rv t

R S

D W

U N

- I

N G

A, W

R ob in so n R d, B oi se

, I D

140L0624F0150

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IN102

C Y

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12 28

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C1 FIRST FLOOR SIGNAGE PLAN

0 4' 8' 16'

B1 ABA SIGNAGE MOUNTING HEIGHT

SIGNAGE SCHEDULE

ROOM NAME ROOM

NUMBER SIGN TYPE SIGN TEXT NOTES

FIRST FLOOR

OPEN OFFICE 101 R1 OPEN OFFICE 101

FOCUS 102 R1 FOCUS 102

OFFICE 103 R1 OFFICE 103

STRG. 104 R1 UTILITY 104

COMPUTER

CACHE

105 R1 UTILITY 105

ELEC. 107 R3 UTILITY 107 EXTERIOR SIGN TO MATCH CAMPUS STANDARDS FOR

EXTERIOR PLAQUE SIGNAGE.

OFFICE 111 R1 OFFICE 111

MENS 113 R2 MEN

STRG. 114 R1 UTILITY 114

BREAKROOM 116 R1 BREAKROOM 116

CONFERENCE

ROOM

117 R1 CONFERENCE 117

WOMENS 118 R2 WOMEN

ELEC. 119 R3 UTILITY 119 EXTERIOR SIGN TO MATCH CAMPUS STANDARDS FOR

EXTERIOR PLAQUE SIGNAGE.

De sc rip tio n

Da te

BREAK LINE

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

PIPE CAP

NEW PIPING

CONNECT NEW (SHADED) TO EXISTING

LIMIT OF DEMOLITION (SHADED)

DCW

DHW

DHWR

VNT

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRC.

SANITARY SEWER

VENT

KEY NOTE

REVISION NUMBER

HATCHING INDICATES

ITEM(S) TO BE

REMOVED

NORTH ARROW

DETAIL BUBBLE

DETAIL NUMBER

SHEET NO. - WHERE DETAIL

IS SHOWN

SECTION CUT

SECTION LETTER

SHEET NO. - WHERE SECTION

IS SHOWN

P102

A P102

AFF ABOVE FINISHED FLOOR

BOD BASIS OF DESIGN

DCW DOMESTIC COLD WATER

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DTL DETAIL

(E) EXISTING

HWR HOT WATER RETURN

LV LAVATORY

(N) NEW

NTS NOT TO SCALE

DEMO DEMOLITION

S SINK

SHT SHEET

S.S. SANITARY SEWER

TYP TYPICAL

UR URINAL

WC WATER CLOSET

-PIPE LINEWORK-

DESCRIPTIONSYMBOL

-ABBREVIATIONS-

DESCRIPTIONSYMBOL

-GRAPHIC SYMBOLS-

PLUMBING LEGEND

(NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS SHOWN ARE USED ON THESE DRAWINGS)

BALL VALVE

Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

070117.023

:\U se rs \n fro ng ne r\D oc um en ts

A_ R

_C en tra l_ nf ro ng ne r.r vt

N G

, N O

O N

N .F

R O

N G

N .F

R O

N G

G .T

A-

N G

S . D

E, ID

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P-001

C Y

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PLUMBING FIXTURE SCHEDULE

TYPE

MARK DESCRIPTION

BOD

MANUFACTURER

FLOW

RATE

CONNECTION SIZE

COUNT REMARKS

COLD WATER

INLET

HOT

WATER

INLET

SANITARY

OUTLET

VENT

OUTLET

S-1 29" X 18" X 6" DROP IN SINK. 18 GAUGE 304

STAINLESS STEEL SATIN OR BRUSHED

FINISH. 3 HOLE FAUCET CONNECTION.

ELKAY 2.2 GPM 1/2" 1/2" 1 1/2" 1 1/2" 1 PROVIDE KITCHEN FAUCET. BOD MANUFACTURER - ELKAY. THREE HOLE

DECK MOUNT KITCHEN FAUCET WITH LEVER HANDLE AND DECK PLATE.

CHROME FINISH.

COORDINATE PLUMBING FIXTURES AND RELATED PIPING WITH

ALL OTHER TRADES AS REQUIRED.

CONTRACTOR TO PROTECT AND MAINTAIN EXISTING UTILITIES

AS INDICATED. REFERENCE, THE FACILITY AS BUILT AND

ELECTRICAL DRAWINGS. FIELD LOCATE UNDERGROUND LINES,

MARK, AND PROTECT AS NECESSARY. COORDINATE

PROTECTION AND ANY AND ALL TEMPORARY DISRUPTIONS OF

SERVICE WITH GOVERNMENT AS NECESSARY. PROVIDE ANY

REQUIRED SHORING AND STRUCTURAL SUPPORTS OF PIPING

AND CONDUITS AS REQUIRED. SCHEDULE WORK AND ANY

REQUIRED INSPECTIONS TO MINIMIZE DISRUPTION OF SERVICE

AS NECESSARY.

REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT FIXTURE

LOCATIONS AND MOUNTING HEIGHTS.

WASTE AND DRAIN PIPING SMALLER THAN 3" SHALL BE SLOPED

AT 1/4" PER FOOT. ALL WASTE AND DRAIN PIPING 3" AND

LARGER SHALL BE INSTALLED AT 1/8" SLOPE PER FOOT UNLESS

GREATER SLOPE IS REQUIRED BY THE LOCAL AUTHORITY

HAVING JURISDICTION.

REFER TO PLUMBING FIXTURE SCHEDULE FOR CONNECTION

SIZES. FIELD VERIFY FOR TRANSITIONS REQUIRED FOR

CONNECTING TO EXISTING PIPING.

ALL PIPE FITTINGS AND VALVES INLINE WITH INSULATED PIPE

SYSTEMS SHALL BE INSULATED.

LOCATE ALL SHUTOFF VALVES AND ALL OTHER OPERATIONAL

VALVES FOR EASY ACCESS AND OPERATION. WHERE VALVES

MUST NECESSARILY BE LOCATED IN ENCLOSED SPACES,

PROVIDE ACCESS PANELS SUFFICIENTLY SIZED FOR

OPERATION. PROVIDE IDENTIFICATION ON ACCESS PANELS FOR

VALVE USE.

DRAWINGS ARE PRINTED ON ANSI D SIZE. IF DRAWINGS ARE

NOT 22" X 34", USE SCALES ACCORDINGLY.

GENERAL PLUMBING NOTES:

De sc rip tio n

Da te

/24 /25

P R

SSIONA L ENGINEER

NATHA N J. FRONGNER

STATE OF IDAHO

L I C E N S E D

18674

Digitally signed by Nathan Frongner, P.E.

Date: 2025.10.22 11:55:15-06'00'

PD101

STRG.

OPEN OFFICE

109 OPEN OFFICE

BREAK

HALL

112OFFICE

ELEC.

MENS

WOMENS

CONFERENCE ROOM

STRG.

M&E 107A

ELEC.

PD101

EXISTING

DOMESTIC

WATER

SYSTEMS

(E)LV (E)WC (E)WC

(E)WC

(E)LV

(E)UR

(E)DF

OPEN OFFICE

HALL

PD101

STRG.

(E) WH

(E) JANITOR SINK

D H

DHW

DCW

D C

D H

FINISHED

FLOOR

CEILING

1 1

TO EXISTING

DOMESTIC WATER

SUPPLY

TO EXISTING

DOMESTIC WATER

SUPPLY

FINISHED

FLOOR

CEILING

(E) DCW

SUPPLY

Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

070117.023

:\U se rs \n fro ng ne r\D oc um en ts

A_ R

_C en tra l_ nf ro ng ne r.r vt

R D

O N

N G

N .F

R O

N G

N .F

R O

N G

G .T

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E, ID

140L0624F0150

070117.023

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PD101

C Y

E C

14 28

O R

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A1 FIRST FLOOR PLUMBING DEMO PLAN

C1 ENLARGED PLUMBING DEMO PLAN

0 4' 8' 16'

0 1' 2' 4'

C2 PLUMBING DEMO SECTION

THESE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND

DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET,

FITTING, ETC.

FIELD VERIFY RISER LOCATIONS.

ENSURE WATER SERVICE HAS BEEN SHUTOFF AND THE LINES

HAVE BEEN DRAINED BEFORE DEMOLITION.

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, EXISTING

PLUMBING FIXTURES AND SYSTEMS ARE TO REMAIN IN PLACE

WITHOUT MODIFICATIONS.

GENERAL SHEET NOTES:

SHEET KEYNOTES:

1. DEMOLISH THE INDICATED PEX HOT AND COLD DOMESTIC

WATER LINES BACK TO THE CONNECTION POINT INTO THE

EXISTING COPPER PIPING. PROVIDE TEMPORARY CAP AT THE

CONNECTION POINT.

2. CUT AND CAP SANITARY SERVICE LINES. PRESERVE SANITARY

DROP IN WALL FOR RECONNECTION. DEMOLISH AND REMOVE

EXISTING SINK.

3. DEMOLISH INDICATED DCW PIPE SECTION AND ISOLATION

VALVE. APPLY TEMPORARY COVER THE OPEN PIPES.

4. DEMOLISH INDICATED VALVES IN WALL AND DECORATIVE

SURROUND. TRACE AND DEMOLISH LINES BACK TO BRANCH

CONNECTIONS. TOUCH UP AND REPAIR WALL TO MATCH

EXISTING.

5. DEMOLISH WATER HEATER PRESSURE RELIEF AND OVERFLOW

COPPER DRAIN LINES.

0 1' 2' 4' C4 PLUMBING DEMO SECTION

0 1' 2' 4'

De sc rip tio n

Da te

/24 /25

P R

SSIONA L ENGINEER

NATHA N J. FRONGNER

STATE OF IDAHO

L I C E N S E D

18674

Digitally signed by Nathan Frongner, P.E.

11:55:21-06'00'

P-101 B1

OPEN OFFICE

STRG.

M&E 107A

ELEC.

COMPUTER CACHE

OFFICE

FOCUS

OPEN OFFICE

109 OPEN OFFICE

OFFICE

ELEC.

HALL

MENS

WOMENS

CONFERENCE ROOM

BREAK

C4 P-101

EXISTING

DOMESTIC

WATER

SYSTEMS

(E)LV (E)WC (E)WC

(E)WC

(E)LV

(E)UR

(E)DF

D C

W D

H W

S-1

OPEN OFFICE

BREAK

C2 P-101

2" ø

1/ 2" ø

A5 P-101

(E) WH

(E) JANITOR SINK

DCW

DHW

HALL

STRG.

DHW

DCW

D C

D H

DCW

DHW

1/ 2" ø

1 1/2"ø

2" ø

CONTINUE TO

EXISTING

DOMESTIC WATER

SUPPLY

S-1

FINISHED

FLOOR

CEILING

FINISHED FLOOR

CEILING

DOMESTIC COLD

WATER SUPPLY

3/ 4" ø 3/

4" ø

(E) JANITOR

SINK

(E) WATER

HEATER

SUPPORT

FINISHED

FLOOR

(E) WATER HEATER

OVERFLOW

DRAIN

PRESSURE

RELIEF DRAIN

Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

070117.023

:\U se rs \n fro ng ne r\D oc um en ts

A_ R

_C en tra l_ nf ro ng ne r.r vt

R P

N .F

R O

N G

N .F

R O

N G

G .T

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N G

S . D

E, ID

140L0624F0150

070117.023

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P-101

C Y

E C

15 28

O R

C O

R U

O N

A1 FIRST FLOOR PLUMBING PLAN

B1 ENLARGED PLUMBING PLAN

0 4' 8' 16'

0 1' 2' 4'

THESE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO

NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET,

FITTING, ETC.

FIELD VERIFY RISER LOCATIONS.

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, EXISTING

PLUMBING FIXTURES AND SYSTEMS ARE TO REMAIN IN PLACE

WITHOUT MODIFICATIONS.

GENERAL SHEET NOTES:

SHEET KEYNOTES:

1. ROUTE NEW SANITARY AND VENT LINES AND RISERS FOR NEW

SINK IN NEW FURRED WALL.

2. ROUTE AND CONNECT NEW VENT LINE TO EXISTING VENT

SYSTEM, OR VENT THROUGH ROOF. CONTRACTOR SHALL

OFFSET ALL VENTS THRU ROOF AS REQUIRED TO MAINTAIN 10

FOOT MINIMUM SEPARATION FROM ROOF TOP UNIT CURB AND

ALL INTAKE LOCATIONS.

3. INSTALL NEW ISOLATION VALVE IN DCW LINE AND RECONNECT

LINES. LOCATED VALVE MINIMUM 9" ABOVE THE NEW DROP

CEILING. INSULATION AND FINISH OF THE PIPE TO MATCH THE

EXISTING PIPE.

4. INSTALL NEW PRESSURE RELIEF AND OVERFLOW DRAIN LINES

FOR THE EXISTING WATER HEATER USING DOMESTIC WATER

COPPER PIPE PER SPEC 221116. ROUTE LINES ALONG THE PLAN

SOUTH WALL OF STRG. ROOM 114 AND DOWN TO THE JANITOR

SINK ON FLOOR. HORIZONTAL RUNS SHALL BE SLOPED PER THE

PLUMBING GENERAL NOTES. PROVIDE 2" AIR GAP FROM THE

DRAIN LINE OPENING TO THE TOP OF THE JANITOR SINK.

5. ROUTE NEW COPPER PIPING FOR THE NEW HOT AND COLD

DOMESTIC WATER LINES. CONNECT THE EXISTING DOMESTIC

WATER SYSTEM FROM THE EXISTING CONNECTION POINTS

CAPPED DURING DEMOLITION TO THE NEW SINK IN THE BREAK

ROOM.

C2 PLUMBING SECTION

0 1' 2' 4' C4 PLUMBING SECTION

0 1' 2' 4'

A5 PLUMBING SECTION

0 1' 2' 4'

De sc rip tio n

Da te

/24 /25

P R

SSIONA L ENGINEER

NATHA N J. FRONGNER

STATE OF IDAHO

L I C E N S E D

18674

Digitally signed by Nathan Frongner, P.E.

11:55:26-06'00'

12X20

10"X8"

BDD

SUPPLY DUCT CROSS SECTION

RETURN DUCT CROSS SECTION

EXHAUST DUCT CROSS SECTION

ROUND SUPPLY DUCT CROSS SECTION

ROUND RETURN DUCT CROSS SECTION

ROUND EXHAUST DUCT CROSS SECTION

CONICAL FITTING WITH DAMPER

SQUARE ELBOW WITH TURNING VANES

SQUARE ELBOW WITHOUT TURNING VANES

RADIUS ELBOW

SUPPLY DIFFUSER, RECTANGULAR (OMIT

FLOW ARROWS WHEN FLOW DIRECTION

IS NOT CONTROLLED)

SUPPLY DIFFUSER, ROUND (OMIT FLOW

ARROWS WHEN FLOW DIRECTION IS

NOT CONTROLLED)

RETURN AIR GRILLE

EXHAUST AIR GRILLE

FLEXDUCT

DUCTWORK REDUCER

DIRECTION OF FLOW

INSIDE DUCT SIZE (FIRST DIMENSION IS

THE DIMENSION IN VIEW)

EXISTING DUCT TO BE REMOVED

LIMIT OF DEMOLITION (SHADED SIDE

AND HATCHED)

CONNECT NEW DUCT (SHADED SIDE) TO

EXISTING DUCT

DUCT RISE

DUCT DROP

MANUAL VOLUME DAMPER

MOTOR OPERATED CONTROL DAMPER

ONE-LINE DUCT SIZE

BACKFLOW DRAFT DAMPER

BREAK LINE

THERMOSTAT CONTROL WIRING

DUCTWORK SYMBOLS

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

(NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS SHOWN ARE USED ON THESE DRAWINGS)

FREE FLOW AIR

FORCE AIR FLOW

ALARM

HVAC SENSOR/CONTROLLER TAG

REPLACE "XX" WITH INDICATED

CC HVAC CENTRAL CONTROLLER

CO CARBON MONOXIDE DETECTOR

HS HUMIDISTAT

LT LEVEL TRANSMITTER

M MOTOR

MS MANUAL SWITCH

NO2 NITROGEN DIOXIDE DETECTOR

PIT PRESSURE INDICATING TRANSMITTER

PS PRESSURE SWITCH

OS OCCUPANCY SENSOR

T THERMOSTAT / THERMOMETER

BDD

EF-1

M102

M102 A

-GRAPHIC SYMBOLS-

SECTION LETTER

SHEET NO. - WHERE

SECTION IS SHOWN

SECTION CUT

DETAIL BUBBLE

DETAIL NUMBER

SHEET NO. - WHERE

SECTION IS SHOWN

HATCHING INDICATES

ITEM(S) TO BE REMOVED

EQUIPMENT TAG

REVISION NUMBER

KEY NOTE

DIFFUSER TAG

XX#

SD - SUPPLY DIFFUSER

EG - EXHAUST GRILLE

RG - RETURN GRILLE

TG - TRANSFER GRILLE NUMBER

AIR FLOW RATE IN CFM

(CFM OMITTED FOR RETURN

AND TRANSFER GRILLES)

SD1

A1 TITLE

DRAWING VIEW AREA

0 8' 16' 32'

NORTH

ARROW

GRAPHIC

SCALE

VIEW NUMBER

VIEW TITLE

Project No.

LBYD FEDERAL, LLC

1425 Higham Street Idaho Falls, Idaho 83402 Phone (208) 528-8718

These drawings and design intent are the sole property of LBYD FEDERAL, LLC which may not be reproduced without written permission.

1 2 3 4 5

Sh ee t T itl e:

D es ig ne d by

D ra w n by

C he ck ed b y:

Ap pr ov ed b y:

R ev is io ns

U ni te d

St at es D ep ar tm en t o f t he In te rio r B ur ea u of L an d

M an ag em en t

BLM Project #

Project #

Date:

ALWAYS THINK SAFETY Sheet of

070117.023

:\U se rs \n fro ng ne r\D oc um en ts

A_ R

_C en tra l_ nf ro ng ne r.r vt

D A

N S

N .F

R O

N G

N .F

R O

N G

G .T

A-

N G

S . D

E, ID

140L0624F0150

070117.023

10/24/2025

M-001

C Y

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16 28

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MECHANICAL ABBREVIATIONS

ABBREV DESCRIPTION

---- A ----

A AREA

A/C AIR CONDITION

ACU AIR-CONDITIONING UNIT

AD ACCESS DOOR

AFF ABOVE FINISHED

FLOOR

AHP AIR HORSEPOWER

AHU AIR-HANDLING UNIT

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARD INSTITUTE

AP ACCESS PANEL

APPROX APPROXIMATE

ASHRAE AMERICAN SOCIETY OF

HEATING,

REFRIGERATION, AND

AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY OF

MECHANICAL

ENGINEERS

AVG AVERAGE

---- B ----

BARO PR PRESSURE,

BAROMETRIC

BAS BUILDING AUTOMATION

SYSTEM

BHP BRAKE HORSEPOWER

BTU BRITISH THERMAL UNIT

---- C ----

C/C CENTER TO CENTER

CAP CAPACITY

CCW COUNTERCLOCKWISE

CFM CUBIC FEET PER

MINUTE

CLG

LOAD

COOLING LOAD

COND CONDENSER

COP COEFFICIENT OF

PERFORMANCE

CU FT CUBIC FEET

CU IN CUBIC INCH

CW CLOCKWISE

°C CELCIUS

---- D ----

DB DECIBEL

DBT DRY-BULB

TEMPERATURE

DC DIRECT CURRENT

DEG/° DEGREE

DIA/Ø DIAMETER

DPT DEW-POINT

TEMPERATURE

DWG DRAWING/DRAWINGS

DX DIRECT EXPANSION

---- E ----

EA EXHAUST AIR

EAT ENTERING AIR

TEMPERATURE

EER/

EER2

ENERGY EFFICIENCY

RATIO RATING

EFF EFFICIENCY

ESP EXTERNAL STATIC

PRESSURE

EVAP EVAPORATE

(E) EXISTING

---- F ----

FA FRESH AIR

FP FREEZING POINT

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FOOT/FEET

FT LB FOOT-POUND

°F FAHRENHEIT

10.

11.

12.

13.

THESE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO

NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET,

FITTING, ETC. THE CONTRACTOR SHALL PROVIDE COMPLETE

AND OPTIMALLY OPERATING MECHANICAL SYSTEMS IN

COMPLIANCE WITH APPLICABLE CODES AND INDUSTRY

STANDARDS.

SEE M501 DRAWING SHEET FOR INSTALLATION DETAILS.

ALL WORK SHALL COMPLY WITH THE 2021 INTERNATIONAL

MECHANICAL CODE, NFPA REQUIREMENTS, AND ALL

APPLICABLE LOCAL AND FEDERAL CODES.

ALL MEDIUM PRESSURE SUPPLY DUCTWORK SHALL BE

FABRICATED AND INSTALLED IN ACCORDANCE WITH THE

LATEST SMACNA HVAC CONSTRUCTION MANUAL FOR 4" W.G.

STATIC PRESSURE CLASSIFICATION.

WHERE BRANCH TAPS OCCUR, PROVIDE SHOE FITTINGS WITH

INDIVIDUAL DAMPERS FOR BALANCING.

DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR

DIMENSIONS. WHERE DUCT LINER IS INSTALLED, INCREASE

DUCT SIZE TO PROVIDE INSIDE CLEAR DIMENSIONS SHOWN ON

DRAWINGS. EXPOSED DUCT LINER SHALL NOT BE USED.

TO THE EXTENT POSSIBLE, PROVIDE MINIMUM 6 INCH

CLEARANCE BETWEEN MECHANICAL EQUIPMENT IN THE

CEILING AND OTHER EQUIPMENT, STRUCTURAL, BUILDING

COMPONENTS, ETC.

DRAWINGS ARE PRINTED IN ANSI D SIZE. IF DRAWINGS ARE NOT

22" X 34", USE SCALE ACCORDINGLY.

REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF

CEILING DIFFUSERS/GRILLES.

DUCT LAYOUT SHOWN SHALL BE MODIFIED AS REQUIRED TO

CONFORM TO ACTUAL CONDITIONS. COORDINATE DUCT

INSTALLATION WITH STRUCTURE, LIGHTING, OTHER TRADES,

ETC.

ALL EXISTING CONDITIONS AS INDICATED ARE

APPROXIMATIONS OF ACTUAL CONDITIONS. VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING

WORK.

WHEREVER EXISTING SYSTEMS ARE ALTERED, EXTENDED, OR

PARTS THERE OF ABANDONED, MAINTAIN, IN GOOD OPERATING

CONDITION, THE INTEGRITY OF THE REMAINING SYSTEM, OR

PARTS THEREOF.

COORDINATE ALL MECHANICAL WORK & EQUIPMENT WITH

STRUCTURAL MEMBERS, ELECTRICAL WORK AND FIXTURES,

ALL OTHER TRADES AND ALL EXISTING CONDITIONS.

GENERAL MECHANICAL NOTES:

MECHANICAL ABBREVIATIONS

ABBREV DESCRIPTION

---- G ----

GA GAGE OR GAUGE

GAL GALLONS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRAINS

---- H ----

HD HEAD

HGT HEIGHT

HP HEAT PUMP

HP HORSEPOWER

HR HOUR(S)

HSPF/

HSPF2

HEATING SEASONAL

PERFORMANCE

FACTOR

HVAC HEATING, VENTILATION,

AND AIR CONDITIONING

HZ FREQUENCY

---- I ----

ID DIAMETER, INSIDE

IEER/

IEER2

INTEGRATED ENERGY

EFFICIENCY RATIO

RATING

in. INCH

ISP INTERNATIONAL PIPE

STD

---- J ---- ---- K ----

K THERMAL

CONDUCTIVITY

kW KILOWATT kWH KILOWATT HOUR ---- L ----

LAT LEAVING AIR

TEMPERATURE

LBS POUNDS

LF LINEAR FEET

LG LENGTH

LH LATENT HEAT

LHG LATENT HEAT GAIN

LPS LOW-PRESSURE

SYSTEM (SWITCH)

---- M ----

MAX MAXIMUM

MBH/

MBTU

1000 BRITISH THERMAL

UNITS PER HOUR

MCA MINIMUM CIRCUIT

AMPACITY

MECH MECHANICAL

MIN MINIMUM

MOCP MAXIMUM OVER

CURRENT PROTECTION

MPH MILES PER HOUR

---- N ----

N/A NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC

CODE

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NO NORMALLY OPEN

NOM NORMAL

NTS NOT TO SCALE

---- O ----

OA OUTSIDE AIR

OAT OUTSIDE AIR

TEMPERATURE

OC ON CENTER

OD DIAMETER, OUTSIDE

OZ OUNCE

MECHANICAL ABBREVIATIONS

ABBREV DESCRIPTION

---- P ----

PCT/% PERCENT

PD WB PRESSURE DROP OR

DIFFERENCE

PH PHASE

POC POINT OF…

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File details come from the government source that posted it. Updated Jun 26, 2026.