Amendment_0001-MIIN_Maintenance_Bldg_Drawings-Blueprints_Addendum_1_0001.pdf

PACIFIC WEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design Development (Title I)

Drawing No.

Variance from Design Development (Title I) Approved by Superintendent on

Date

OR

Construction Drawing Not Preceded by Design Development (Title I)

OR

Project Manager Date

InitialDateREVISIONSheetMark

MINIDOKA

MINIDOKA NATIONAL HISTORIC SITE

IDAHOPACIFIC WEST JEROME

XXXXXX

FINAL CONSTRUCTION DOCUMENTS

IDAHO

ANDERSON HALLAS ARCHITECTS, PC

PRIME / ARCH:

ANDERSON HALLAS, PC

GOLDEN, CO

80401

- 140P2019D0016

STRUCTURAL:

JVA

BOULDER, CO 80302

MECHANICAL /

PLUMBING:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

CIVIL:

OTAK

REDMOND, WA

98052

8/7 /20

3:

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MIIN MAINTENANCE BUILDING ADDITION

1 54

PROJECT LOCATION

MINIDOKA NATIONAL HISTORIC SITE

PROJECT LOCATION

MAINTENANCE BUILDING ADDITIONEXISTING MAINTENANCE BUILDING

PERSPECTIVE VIEW FOR REFERENCE ONLY

1 - ADDENDUM 1 - BID QUESTIONS 08/10/2026 BC/CR

1.

2.

3.

4.

5.

6.

DO NOT SCALE DRAWINGS

ALL DIMENSIONS ARE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED. ALL DIMENSIONS INDICATING REQUIRED

CLEARANCES ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY C.O. IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT

DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.

SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE C.O. PRIOR TO PROCEEDING WITH THE

WORK, OR RELATED WORK IN QUESTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING THE C.O. OF ALL ITEMS REQUIRING A LONG LEAD TIME UPON NOTICE TO PROCEED THAT WILL AFFECT THE SCHEDULE, AND SHALL SUBMIT ORDER CONFIRMATIONS AND DELIVERY

DATES FOR THE ITEMS IN QUESTION TO THE C.O.

INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE C.O. ALL WARRANTIES AND GUARANTEES

REQUIRED AT THE CONCLUSION OF THE PROJECT.

GENERAL NOTES

ROOM

250 SF

A###

A#.#

FIRST FLOOR

100'-0"

KEY NOTE

ELEVATION MARK NORTH ARROW

DETAIL REFERENCE

BUILDING

SECTION MARK

ROOM

TAG

SYMBOLS

BLD

G.

NORTH

BUILDING

NORTH ARROW

WINDOW TAG

WALL TAG

DOOR TAG

CEILING TAG

CALLOUT VIEW

MARK

ELEVATION VIEW MARK

GRID MARK

XX-#

MATERIAL TAG

CONTRACT LINE ITEMS (CLIN)

CONTRACT LINE NO. 1:

ENVELOPE AND SYSTEMS CONSTRUCTION

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED WITH SITE PREPARATION, FOUNDATION, CONCRETE SLAB, EXTERIOR WALL CONSTRUCTION, EXTERIOR DOOR AND WINDOW INSTALLATION, AND ALL ROOFING WORK TO ENSURE A WEATHERTIGHT BUILDING ENVELOPE. THIS ITEM ALSO INCLUDES ROUGH-IN DISTRIBUTION INSTALLATION

OF BUILDING SYSTEMS - ELECTRICAL, DATA, AND MECHANICAL.

CONTRACT LINE ITEM NO. 2:

INTERIOR CONSTRUCTION AND SYSTEMS

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED WITH FINISHING THE INTERIOR OF THE SPACE. INTERIOR PARTITIONS, FINISHES, AND DOORS ARE ALSO INCLUDED. FINISHING OF SYSTEM'S INSTALLATIONS - LOUVERS, COVER PLATES, ETC. IS ALSO INCLUDED AFTER INTERIOR GYPSUM WALLBOARD IS COMPLETE. EXTERIOR

PENETRATIONS SHOULD BE MINIMIZED AND PATCHED TO ENSURE A WEATHERTIGHT ASSEMBLY.

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF8/7

/20

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G001

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 2 54

GENERAL NOTES AND

INDEX

# POUND(S) or NUMBER

& AND

(S) SEALANT

(T) TEMPERED

< ANGLE

<E> EXISTING

<N> NEW

@ AT

A/V AUDIO VISUAL

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

B.O. BOTTOM OF

BLDG BUILDING

BLKG BLOCKING

BR BACKER ROD

BTWN BETWEEN

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

ETR EXISTING TO REMAIN

EW EAST WEST

EXT EXTERIOR

F.O. FACE OF

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED

PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM ASSOCIATION

GALV GALVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GRT GROUT

GWB GYPSUM WALLBOARD

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INCL. INCLUDING

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

LS LANDSCAPE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL and

PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NH NON-HALOGENATED

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NS NORTH SOUTH

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OTE OPEN TO EXISTING

OTS OPEN TO STRUCTURE

OVH OVERHANG

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PAINT

PTD PAINTED

PWD PLYWOOD

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATED

REQ REQUIRED

REV REVISE, REVISED or REVISION

RM ROOM

RO ROUGH OPENING

RR RESTROOM(S)

RS ROUGH SAWN

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STRUC STRUCTURE or STRUCTURAL

T&G TONGUE AND GROOVE

T.O. TOP OF

TD THRESHOLD

TYP TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VR VAPOR RETARDER

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

SHEET # SUB SHEET TITLE OF SHEET

GENERAL

1 G000 COVER SHEET

2 G001 GENERAL NOTES AND INDEX

3 G100 CODE ANALYSIS

4 G110 CODE PLAN

5 G120 ACCESSIBILITY

6 G200 ENERGY ANALYSIS & ASSEMBLIES

CIVIL

7 C010 EXISTING CONDITIONS

8 C100 SITE PLAN

9 C200 GRADING PLAN

10 C300 CIVIL DETAILS

ARCHITECTURAL

11 AD01 OVERALL FLOOR PLAN - DEMO

12 A101 ENLARGED PLANS

13 A102 ENLARGED FINISH PLANS

14 A301 BUILDING AND WALL SECTIONS

15 A401 ENLARGED EXTERIOR ELEVATIONS

16 A501 DOOR AND WINDOW SCHEDULE, TYPES

17 A502 DOOR DETAILS

18 A601 EXTERIOR DETAILS

19 A602 EXTERIOR DETAILS

STRUCTURAL

20 S001 STRUCTURAL GENERAL NOTES

21 S002 STRUCTURAL GENERAL NOTES

22 S003 STRUCTURAL BBREVIATIONS & SYMBOLS

23 S100 FOUNDATION & ROOF FRAMING PLANS

24 S501 SCHEDULES AND TYPICAL DETAILS

25 S502 FOUNDATION DETAILS

26 S503 FRAMING DETAILS

27 S510 TYPICAL COLD-FORM STEEL DETAILS

28 S511 TYPICAL COLD-FORM STEEL DETAILS

MECHANICAL

29 M001 MECHANICAL COVER SHEET

30 M002 MECHANICAL COM CHECK

31 M003 MECHANICAL COM CHECK

32 M004 MECHANICAL COM CHECK

33 M101 MECHANICAL PLAN

34 M501 MECHANICAL SCHEDULES

35 M601 MECHANICAL DETAILS

ELECTRICAL

36 E000 ELECTRICAL COVER SHEET

37 E001 ELECTRICAL COVER SHEET

38 E111 ELECTRICAL POWER PLAN

39 E112 ELECTRICAL POWER PLAN - ENLARGED

40 E211 ELECTRICAL LIGHTING PLAN - ENLARGED

41 E600 ELECTRICAL ONE -LINE DIAGRAM

42 E710 ELECTRICAL PANEL SCHEDULES

43 E720 ELECTRICAL PANEL SCHEDULES

44 E800 ELECTRICAL LIGHTING SCHEDULES

45 E900 ELECTRICAL LIGHTING COMPLIANCE

46 E901 ELECTRICAL LIGHTING COMPLIANCE

FIRE ALARM

47 FA111 FIRE ALARM PLAN

TECHNOLOGY

48 T000 TECHNOLOGY COVER SHEET

49 T001 TECHNOLOGY RESPONSIBILITY MATRIX

50 T200 TECHNOLOGY FLOOR PLAN

51 T201 TECHNOLOGY FLOOR PLAN - ENLARGED

52 T300 TECHNOLOGY CEILING PLAN - ENLARGED

53 T500 TECHNOLOGY SCHEDULES

54 T600 TECHNOLOGY DETAILS

SHEET INDEXGENERAL ABBREVIATIONS

REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL CODE INFORMATION.

ADDRESS: 428 HUNT ROAD, JEROME, ID 83338

AHJ: NATIONAL PARK SERVICE, PACIFIC WEST REGION

CLIMATE ZONE: 5B PER 2024 IECC

SEISMIC DESIGN CATEGORY: C

RISK CATEGORY: II

PROJECT DESCRIPTION

THE SCOPE OF THE PROJECT INCLUDES AN 827 S.F. ADDITION TO AN <E> MAINTENANCE BUILDING AT MINIDOKA NATIONAL HISTORIC SITE. THE <N> ADDITION TO INCLUDE SIX OFFICES, WITH ASSOCIATED SYSTEMS.

APPLICABLE CODES AND STANDARDS

2024 INTERNATIONAL BUILDING CODE (IBC)

2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2024 INTERNATIONAL FIRE CODE (IFC)

2020 NFPA 70 - NATIONAL ELECTRICAL CODE (NEC)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

DIRECTOR'S ORDER 28: CULTURAL RESOURCE MANAGEMENT

DIRECTOR'S ORDER 58: STRUCTURAL FIRE MANAGEMENT

DENVER SERVICE CENTER WORKFLOWS

USE & OCCUPANCY CLASSIFICATION - IBC CHAPTER 3

OCCUPANCY CLASSIFICATION:

B BUSINESS (OFFICE) PER IBC §304.1

F-1 MODERATE-HAZARD FACTORY INDUSTRIAL (WOODWORKING) PER IBC §306.2

S-1 MODERATE-HAZARD STORAGE PER IBC §311.3

* SMALLER STORAGE AREAS ARE CONSIDERED ACCESSORY TO B OCCUPANCY PER IBC §311.1.1

NO CHANGE IN OCCUPANCY OF EXISTING SPACES.

NEW ADDITION IS B OCCUPANCY.

GENERAL BUILDING HEIGHTS & AREAS - IBC CHAPTER 5

BUILDING HEIGHT §504

ALLOWABLE BUILDING HEIGHT (TABLE 504.3), AND NUMBER OF STORIES (TABLE 504.4)

* MAX ALLOWABLE HEIGHT IS 1 STORIES FOR F-1 AND S-1 OCCUPANCY, WHICH IS MOST RESTRICTIVE

EQUIPMENT PLATFORMS PER §505.3

SHALL NOT BE CONSIDERED AS PORTION OF THE FLOOR BELOW AND SHALL NOT CONTRIBUTE TO EITHER THE

BUILDING AREA OR NUMBER OF STORIES AS REGULATED BY §503.1

AREA LIMITATION PER §505.3.1, AGGREGATE AREA OF ALL EQUIPMENT PLATFORMS WITHIN A ROOM SHALL NOT BE

GREATER THAN 2/3 OF THE AREA OF THE ROOM IN WHICH THEY ARE LOCATED

SHOP AREA 501*.66 = 330 SF

EQUIPMENT PLATFORM 292 SF < 330 SF

ALLOWABLE BUILDING AREA (TABLE 506.2)

MIXED OCCUPANCIES IBC §508

EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY CLASSIFIED AND WHERE A BUILDING CONTAINS MORE

THAN ONE OCCUPANCY GROUP, THE BUILDING OR PORTION SHALL FOLLOW IBC §508.

ACCESSORY OCCUPANCIES ARE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE MAIN BUILDING (B) AND SHALL NOT OCCUPY MORE THAN 10% OF THE BUILDING AREA OF THE STORY IN WHICH THEY ARE

LOCATED, PER IBC §508.2.3

NON-SEPARATED OCCUPANCIES PER IBC §508.3.2

PROJECT SHALL UTILIZE MOST RESTRICTIVE OCCUPANCY FOR MAXIMUM ON ALLOWABLE BUILDING AREA, HEIGHT

AND NUMBER OF STORIES.

REQUIRED SEPARATION OF OCCUPANCIES PER TABLE 508.4

NO SEPARATION REQUIRED BETWEEN B, F-1 AND S-1 OCCUPANCIES

1 HR FIRE SEPARATION PROVIDED BETWEEN OCCUPANCIES AS VOLUNTARY CONTROL AREAS.

TYPES OF CONSTRUCTION - IBC CHAPTER 6

CONSTRUCTION CLASSIFICATION: VB PER IBC §602.5

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) PER TABLE 601

CODE SUMMARY

B, F, S OCCUPANCY

ALLOWABLE

40'

1 STORIES *

BUILDING HEIGHT

NUMBER OF STORIES

ACTUAL

18'

1 STORIES

VB CONSTRUCTION TYPE (NON SPRINKLERED)

OCCUPANCY GROUP(S) &

CONSTRUCTION TYPE

ALLOWABLE

BUILDING AREA

ACTUAL BUILDING AREA

(PER FLOOR)

+/- 2,502 SF (EXISTING)

+/- 827 SF (ADDITION)B, F-1, S-1; TYPE VB 8,500 SF

+/- 3,329 SF (TOTAL PROPOSED AREA)

X < 5 b 2

F-1, S-1 OCCUPANCY GROUP

TYPE OF CONSTRUCTIONFIRE SEPARATION DISTANCE = X (feet)

ALL

FIRE AND SMOKE PROTECTION FEATURES - IBC CHAPTER 7

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXT WALLS BASED ON FIRE SEPARATION DISTANCE PER TABLE 705.5

THE PROPOSED WORK COMPLIES WITH TABLE 705.8 OPENINGS. THERE ARE NO OTHER STRUCTURES WITHIN 30’ OF THE <N> BUILDING AND THEREFORE NO LIMIT TO THE NUMBER OF UNPROTECTED OPENINGS AND NO RATING

REQUIREMENTS FOR EXT WALLS.

PROPOSED INTERIOR RATED WALLS NOT CODE REQUIRED.

INTERIOR FINISHES - IBC CHAPTER 8

THE INTERIOR WALL AND CEILING FINISHES IN ROOMS AND CORRIDORS SHALL BE FINISHES TESTED BY AN APPROVED TESTING AGENCY AND SHALL COMPLY WITH IBC §803 AND TABLE 803.13 (CLASS C OR BETTER FINISH MATERIALS)

FIRE PROTECTIVE SYSTEMS - IBC CHAPTER 9

AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED PER IBC §903.2.4 (GROUP F-1), §903.2.9 (GROUP S-1) OR PER TABLE 903.2.11.6.

• GROUP F-1 FIRE AREA LESS THAN 12,000 SF AND ONLY 1 STORY, AND WOODWORKING OPERATIONS ARE LESS

THAN 2,500 SF PER §903.2.4.1.

• GROUP S-1 FIRE AREA LESS THAN 12,000 SF AND STORAGE OF COMMERCIAL MOTOR VEHICLES IS LESS THAN

5,000 SF.

PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED PER IBC §906

• PROVIDE CLASS A FIRE HAZARD (ORDINARY HAZARD OCCUPANCY) PORTABLE FIRE EXTINGUISHERS

• PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS OF

TRAVEL.

• MAXIMUM TRAVEL DISTANCE TO ANY FIRE EXTINGUISHER SHALL BE 75 FEET MAX AND 11,250 SF MAX FLOOR

AREA PER TABLE 906.3(1)

FIRE ALARM AND DETECTION SYSTEMS TO BE PROVIDED PER §907

• RE FIRE ALARM DRAWINGS

MEANS OF EGRESS - IBC CHAPTER 10

RE: SHEET G110 CODE PLAN

HEADROOM PER IBC §1003.3.1

80" MINIMUM OVER ANY WALKING SURFACE

DESIGN OCCUPANT LOAD - TABLE 1004.5

FUNCTION OF SPACE: BUSINESS* INDUSTRIAL STORAGE / MECH

FLOOR AREA PER OCCUPANT: 150 SF GROSS 100 SF GROSS 300 SF GROSS

*SMALLER STORAGE AREAS ARE CONSIDERED ACCESSORY TO B OCCUPANCY PER IBC §311.1.1

GROUND LEVEL

<E> BUSINESS 8 OCC

<E> INDUSTRIAL 5 OCC

<E> STORAGE /MECH 4 OCC

<NEW ADDITION> BUSINESS 6 OCC

EQUIPMENT PLATFORM

<E> STORAGE/MECH 1 OCC

BUILDING TOTAL 18 OCCUPANTS ORIGINAL BUILDING + 6 OCCUPANTS AT NEW ADDITION = 24 TOTAL

MEANS OF EGRESS SIZING PER IBC §1005

WHERE MULTIPLE MEANS OF EGRESS ARE REQUIRED, THEY SHALL BE SIZED SUCH THAT IN THE EVENT ONE OF THE MEANS OF EGRESS IS LOST, THEN THE REMAINING MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY

TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY.

OTHER EGRESS COMPONENT SIZING (.2" PER OCCUPANT)

TOTAL OCCUPANTS 24 X .2" = 4.8" WIDTH REQUIRED (DEFAULTS TO 32")

36" EGRESS WIDTH PROVIDED

DOOR ENCROACHMENT: WHEN FULLY OPEN, DOORS SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WIDTH BY MORE THAN 7". DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF.

NUMBER OF EXITS AND EXIT ACCESS DOORWAYS PER IBC §1006

TWO EXITS REQUIRED FROM ANY SPACE WHERE OCCUPANT LOAD EXCEEDS VALUES IN TABLE 1006.2.1 PER 1006.2.1

SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY PER TABLE 1006.2.1

OCCUPANCY MAX OCC LOAD MAXIMUM COMMON PATH OF TRAVEL

(WITHOUT SPRINKLER SYSTEM, OL < 30)

B OCC 49 100 FT

F OCC 49 75 FT

S OCC 29 100 FT

MINIMUM NUMBER OF EXITS PER IBC §1006.3.3

TOTAL OCCUPANT LOAD = 24

REQUIRED NUMBER OF EXITS = 2

PROVIDED NUMBER OF EXITS = 4

ONE (1) ADDITIONAL EXIT PROVIDED AT NEW ADDITION.

EXIT AND EXIT ACCESS DOORWAY CONFIGURATION PER IBC §1007

WHERE TWO EXITS ARE REQUIRED, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED

MEASURED IN A STRAIGHT LINE BETWEEN THEM.

REQUIRED MIN EXIT SEPARATION DISTANCE: 106'-0" / 2 = 53'-0"

EXIT SEPARATION PROVIDED: 74'-2"

REQUIRED PROVIDED

NA

ACCESSIBLE MEANS OF EGRESS PER IBC §1009

ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS PER SECTION 1009.1.

ACCESSIBLE MEANS OF EGRESS PROVIDED = 3

CONTINUITY PER IBC §1009.2

EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY

SIZE OF DOORS PER §1010.1

MINIMUM CLEAR WIDTH: 32"

BUILDING DOORS COMPLY WITH MINIMUM CLEAR DOOR WIDTH OF 32"

EXIT ACCESS TRAVEL DISTANCE - TABLE 1017.2

B / S OCCUPANCY, WITHOUT SPRINKLER SYSTEM: 200'-0"

ACTUAL MAXIMUM TRAVEL DISTANCE 56'-6" (EXISTING)

ACCESSIBILITY - IBC CHAPTER 11

ACCESSIBLE ROUTE PER IBC §1104

ACCESSIBLE ENTRANCES PER IBC §1105.1

PUBLIC ENTRANCES: AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE. THREE ACCESSIBLE

BUILDING ENTRIES PROVIDED, RE: CODE PLANS.

SIGNAGE PER IBC §1112

SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT

THE LOCATIONS LISTED IN SECTION 1112.1

SIGNS IDENTIFYING TOILET OR BATHING ROOMS: SIGNAGE AND PICTOGRAMS IDENTIFYING TOILET ROOMS AND BATHING ROOMS SHALL BE VISUAL CHARACTERS, RAISED CHARACTERS AND BRAILLE COMPLYING WITH ICC A117.1

AND IN ACCORDANCE WITH SECTION 1112.2.

DIRECTIONAL SIGNAGE: DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND BE PROVIDED AT THE LOCATIONS LISTED IN

SECTION 1112.3

OTHER SIGNS: SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN

EXIT DISCHARGE IN ACCORDANCE WITH SECTION PER SECTION 1112.4.

GENERAL ACCESSIBILITY NOTES

THE DETAILS AND NOTES PROVIDED WITHIN THESE DOCUMENTS REPRESENT ONLY A PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY AND COUNTY LAW AND THE BUILDING CODE FOR

ACCESSIBILITY REQUIREMENTS.

CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION

DOCUMENTS AND THE REFERENCES HEREIN PRIOR TO STARTING ANY CONSTRUCTION.

FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, RE CIVIL.

STRUCTURAL DESIGN - CHAPTER 16

§1613 EARTHQUAKE LOADS

SITE SEISMIC CLASSIFICATION

OCCUPANCY & RISK CATEGORY II

SITE CLASS D

SEISMIC DESIGN CATEGORY C (JEROME COUNTY MINIMUM REQUIREMENT)

5 ≤ X < 10

IA

OTHERS

NA

10 ≤ X < 30

IA, IB

IIB, VB

OTHERS

NA

X ≥ 30 0ALL 0

BUILDING ELEMENT

Primary structural frame f (see Section 202)

TYPE VB

REQUIRED

PROVIDED

Bearing walls

EXT e, f

Interior

Nonbearing walls and partitions EXT Re: Table 705.5 NA

Nonbearing walls and partitions INTd 0 0

Roof construction and secondary members (see Section 202) 0 0

Floor construction and secondary members (see Section 202) 0 0

PLUMBING FIXTURES - CHAPTER 29

§2902.1 - MINIMUM NUMBER OF FIXTURES SHALL BE PROVIDED FOR THE TYPE OF OCCUPANCY AND IN THE MINIMUM

NUMBERS PER TABLE 2902.1

NO CHANGE TO EXISTING PLUMBING FIXTURE COUNT REQUIRED:

WATER CLOSETS:

BUSINESS OCCUPANCY: (14 TOTAL BUSINESS OCCUPANTS)

1 PER 25 FOR FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 = 0.56 REQUIRED

SHOP/ INDUSTRIAL OCCUPANCY: (5 TOTAL STORAGE OCCUPANTS)

1 PER 100 = 0.01 REQUIRED

STORAGE OCCUPANCY: (4 TOTAL STORAGE OCCUPANTS)

1 PER 100 = 0.04 REQUIRED

TOTAL REQUIRED = 0.56 + 0.01 + 0.04 = 0.61 (1)

1 <E> WATER CLOSET PROVIDED (IN 1 SINGLE USER RESTROOM)

LAVATORIES:

BUSINESS OCCUPANCY: (14 TOTAL BUSINESS OCCUPANTS)

1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80 = 0.35 REQUIRED

SHOP/ INDUSTRIAL OCCUPANCY: (5 TOTAL STORAGE OCCUPANTS)

1 PER 100 = 0.01 REQUIRED

STORAGE OCCUPANCY: (4 TOTAL STORAGE OCCUPANTS)

1 PER 100 = 0.04 REQUIRED

TOTAL REQUIRED = 0.35 + 0.01 + 0.04 = 0.40 (1)

1 <E> LAVATORY IS PROVIDED (IN 1 SINGLE USER RESTROOM)

DRINKING FOUNTAINS:

BUSINESS OCCUPANCY: (14 TOTAL BUSINESS OCCUPANTS)

1 PER 100 = 0.14 REQUIRED

SHOP/ INDUSTRIAL OCCUPANCY: (5 TOTAL STORAGE OCCUPANTS)

1 PER 100 = 0.05 REQUIRED

STORAGE OCCUPANCY: (4 TOTAL STORAGE OCCUPANTS)

1 PER 1000 = 0.004 REQUIRED

TOTAL REQUIRED: 0.14 + 0.05 + 0.004 = 0.194 (1)

2 <E> DRINKING FOUNTAINS PROVIDED

SERVICE SINKS:

SERVICE SINKS REQUIRED = 1

SERVICE SINKS PROVIDED = 1 (EXISTING)

* PER IBC 2024 2902.2 EXCEPTIONS 4,5, SEPARATE FACILITIES PER GENDER NOT REQUIRED.

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF3/

/2

1:

:3

P

M A ut od es k

D oc s:

//2

5-

M

IIN

M ai nt en an ce

B ld g A dd iti on /2

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P S

M

IIN

A dd iti on v

.r vt

G100

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 3 54

CODE ANALYSIS

XX

BUSINESS OCC

(1:150)

INDUSTRIAL OCC

(1:100)

LEGEND

STORAGE/MECH OCC

(1:300)

EXIT

PATH OF TRAVEL

FIRE EXTINGUISHER CABINETFEC

REQUIRED EXIT SEPARATION

1-HR FIRE RATED WALL

DELINEATION OF BASE SCOPE AND

OPTION 01 SCOPE OF WORK

WALL MOUNTED EXIT SIGNAGE

B

A

C

D

E

F

1 2 3

G

FEC

FEC

FEC

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32"

36"

TRAVEL DISTANCE:

ALLOWABLE:

33' - 0"

100'-0"

106' - 0" / 2 = 53' - 0" REQUIRED EGRESS SEPARATION

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

BUSINESS

FEC

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

1,072

B

<E> BUSINESS

EXISTING

BUILDING TO

REMAIN

EXISTING

BUILDING

TO REMAIN

NEW

BUILDING

ADDITION

NEW

BUILDING

ADDITION

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

F-1

<E> SHOP

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

F-1

<E> STORAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

S-1

<E> STORAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

<E> MECH/STORAGE

74' - 2" > 53'-0" EGRESS SEPARATION PROVIDED

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32"

42"

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32"

36"

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

3/

/2

1:

:3

P

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.r vt

G110

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 4 54

CODE PLAN

80 168

SCALE OF FEET

SCALEG110 A

CODE PLAN - FIRST FLOOR1

B L D

G

N O

R T

H

B

A

C

D

E

F

1 2 3

G

CARPORT

MATERIAL

STORAGE

x111

TOOL

STORAGE

x110

EQUIPMENT

STORAGE

x109

SHOP

x108

FLEX

WORKSPACE

E100

OFFICE

E101

OFFICE

E102

UTILITY

x107

RR

x106

BREAK ROOM

x105

ROOF ABOVE

<E> ABA PUSH

BUTTON

<E> ABA PUSH

BUTTON

<E> ACCESSIBLE VAN PARKING STALL

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

HALL

EXISTING

BUILDING TO

REMAIN

EXISTING

BUILDING

TO REMAIN

NEW

BUILDING

ADDITION

NEW

BUILDING

ADDITION

6"

12"

CL

REFER TO SPECIFICATION FOR

OTHER SIGNAGE REQUIREMENTS,

ALL SIGNS SHALL MEET

REQUIREMENTS OF ABAAS

ABAAS SIGNAGE

ACCESSIBILITY LEGEND

CLEAR FLOOR SPACE

(CFS)

CIRCLE TURNING SPACE T-SHAPED TURNING SPACE

OPT. B

FRONT APPROACH

PULL SIDE

WATER CLOSET

CLEARANCE

60"

52" ø 5'-7"

11" 42" 11"

64"

54"

18" 36"

LATCH APPROACH

PULL SIDE

FRONT APPROACH

PUSH SIDE

36"

36"12"*

* = SIDE CLEARANCE ONLY REQUIRED IF BOTH CLOSER AND

LATCH ARE PROVIDED

24" 36"

60"

KNEE & TOE OVERLAP

36" *24"

60"

LATCH APPROACH

PUSH SIDE

60"

CLEAR FLOOR SPACE (CFS)

AT ROLL-IN SHOWER

ACCESSIBLE ROUTE 32" WIDE

INACCESSIBLE AREA / AREA EXCLUDED FROM

ACCESSIBILITY REQUIREMENTS

LEGEND

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

3/

/2

1:

:3

P

M A ut od es k

D oc s:

//2

5-

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B ld g A dd iti on /2

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A dd iti on v

.r vt

G120

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 5 54

ACCESSIBILITY

80 168

SCALE OF FEET

SCALEG120 A

ACCESSIBILITY PLAN1

B L D

G

N O

R T

H

THERMAL ENVELOPE

G200

G200

THERMAL ENVELOPE

OFFICE

OFFICE

OFFICE

HALL

OFFICE

OFFICE

OFFICE

EXISTING TO REMAIN

EXISTING

BUILDING TO

REMAIN

EXISTING

BUILDING

TO REMAIN

NEW

BUILDING

ADDITION

NEW

BUILDING

ADDITION

EXISTING TO REMAIN

ENERGY CODE ANALYSIS

APPLICABLE CODE: 2024 IECC

COMPLIANCE PATH: PRESCRIPTIVE PATH, U-FACTOR METHOD

CODE SECTION

C301 CLIMATE ZONE 5B - THE PROJECT IS LOCATED IN JEROME COUNTY, IDAHO

TABLE C402.1.2 OPAQUE THERMAL ENVELOPE MINIMUM U-VALUE

ASSEMBLY REQUIRED PROVIDED

ROOF - INSULATION ABOVE DECK 0.032 (R-30) 0.032 (R-30)

WALL - METAL FRAME 0.055 (R-20 + R-9 CI) 0.052 (R-24 + R-8.4 CI,

STUDS 24" OC)

UNHEATED SLAB ON GRADE* F-0.52 (R-15 FOR 24" BELOW) R-15 FOR 24" BELOW

OPAQUE SWINGING DOORS (NFRC-100) 0.037 0.037

*AT BUILDING PERIMETER/FOUNDATION. REFER TO SECTION C402.2.4 FOR ALLOWABLE INSTALLATION

CONFIGURATIONS.

REFER TO ASSEMBLIES FOR ACTUAL THERMAL VALUES.

TABLE C402.5 BUILDING THERMAL ENVELOPE FENESTRATION MAXIMUM U-FACTOR

FIXED FENESTRATION 0.34

OPERABLE FENESTRATION 0.45

DOOR ENTRANCES 0.63

TABLE C402.5 FENESTRATION MAX SHGC REQUIREMENT

FENESTRATION U-FACTOR MAXIMUM SHGC

ORIENTATION FIXED OPERABLE

PF<0.2 0.38 0.33

0.2<PF<0.5 0.46 0.40

0.5<0.5 0.61 0.53

PF (PROJECTION FACTOR)=A/B

A = DISTANCE MEASURED HORIZ FROM GLAZING TO EDGE OF OVERHANG

B = DISTANCE MEASURED VERTICALLY FROM BOTTOM OF GLAZING TO UNDERSIDE OF OVERHANG

C402.6.1 AIR BARRIERS: CONTINUOUS AIR BARRIER TO BE PROVIDED, REFER TO ASSEMBLIES AND DETAILS FOR

MORE INFORMATION

C406 ADDITIONAL EFFICIENCY CREDIT REQUIREMENTS: PER C502 ADDITIONS LESS THAN 1,000 SF ARE

EXEMPT. (827 SF ADDITION < 1,000SF)

3 5/8'' METAL STUD AT 16" OC

5/8" GYPSUM BOARD

CLCL 1'-4"

5/8" GYPSUM BOARD

FULL DEPTH ACCOUSTIC INSULATION

X3.03

INTERIOR PARTITIONS EXTERIOR ASSEMBLIES

7/8" CORRUGATED METAL PANEL, VERTICALLY ORIENTED.

INSTALL TO HORIZONTAL HAT CHANNEL PER MANUFACTURER'S

INSTALLATION INSTRUCTIONS

HORIZONTAL VENTED HAT CHANNEL. FASTENERS AT 16" O.C. TO

CORRESPOND WITH STUD LOCATIONS. RE: STRUCT AND

INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS

2" CONTINUOUS MINERAL WOOL BOARD INSULATION

(R-8.4)

CONTINUOUS WEATHER BARRIER INSTALLED AS AIR BARRIER

5/8" GYPSUM BOARD EXTERIOR SHEATHING

6" COLD FORM METAL FRAMING 24" OC , RE: STRUCTURAL; FILL

CAVITY WITH MINERAL WOOL BATT INSULATION (R-24)

5/8" GYPSUM WALL BOARD WITH MINIMUM LEVEL 2 FINISH AND

LATEX PAINT TO SERVE AS CLASS III VAPOR RETARDER

EXTERIOR

INTERIOR

/1 6"

STEEL PLATE AT SHEAR WALLS, RE: STRUCT FOR LOCATIONS

XW-1

WALL TYPES AND ASSEMBLIES

ROOF ASSEMBLIES

EXTERIOR

INTERIOR

2" STANDING SEAM METAL PANEL

5.5" CONTINUOUS RIGID NH POLYISO INSULATION

(R-30 MIN); STAGGER JOINTS

CLASS 3 VAPOR RETARDER

5/8" ROOF DECK, RE: STRUCT

LIGHT GAUGE RAFTER, RE: STRUCT

SYNTHETIC SELF ADHERED UNDERLAYMENT,

WEATHER BARRIER INSTALLED AS AIR BARRIER

1/2" HD POLYISO COVER BOARD

1/

2"

1/ 2"

2"

1' -2

1/

?R-1

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: B

SCALE: A

3/

/2

1:

:3

P

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G200

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 6 54

ENERGY ANALYSIS &

ASSEMBLIES

SCALEG200 B

NS AT OPEN OFFICE - THERMAL ENVELOPE2

100 2010

SCALE OF FEET

SCALEG200

THERMAL ENVELOPE KEY

PLAN AT ADDITION1

A

B L D

G

N O

R T

H

40 8 2010

SCALE OF FEET

NOTE: WHEN THE WEATHER BARRIER IS

INSTALLED AS AN AIR BARRIER, ALL SEAMS AND

PENETRATIONS SHALL BE TAPED AND SEALED.

#236

#101

#167

#237

#238

#151

#235

Dec.

2x11"-15"

M

HB

Dec.

6x2"-7" Dec.

3x2"-7"

Dec.

6"

Building

FF=3963.6

10' D oor

' D o o r

3' Door

' D o o r 3 ' D o o r

S hed

G arage

F F

=3961.8

Conc.

C on c.

Gravel

Gravel

Gravel

G ravel

Barn

Conc.

Shed

Shed

"No Parking"

6" Conc.

Wall

C onc. Irrigation D itch

4' W ire Fence

C onc. Irrigation D itch

4' W ire F ence

12" Conc.

IE=3961.76

12" Conc.

IE=3961.80

12" Conc.

IE=3961.91

4"x6" W ood

Post W/Outlet

Well Access

Vault

4' Wire Fence

4' W ire Fence

4' W ood

Fence Gate

6' W ood

Fence

Gate

6' W oo d

F en ce

4' W ire F ence

4' W ire F ence

4' Wire Fence

4' W ire Fence

4' Wire Fence

4' Wood

Fence

Lumber Pile

Lumber Pile

Gravel

Piles

Conduit

Pile

Lumber Pile

Large Pipes

Tires

Lumber Pile

12" Verticle

Pipe

4' Wire

Fence

Dirt Pile

Lumber Pile

Conc.

Steps

C onc.

Heat

Pump

Gate

HB

LINE CONTINUES

FENCE LINE

LEGEND

SURVEY CONTROL POINT

M

HOSE BIB

SEPTIC TANK ACCESS

ELECTRIC METER

DECIDUOUS TREE

Conc. = Concete

MINOR (1') CONTOUR LINE WITH ELEVATION

MAJOR (5') CONTOUR LINE WITH ELEVATION50

SPOT ELEVATION

UTILITY POLE

GUY ANCHOR

OVERHEAD UTILITY LINE

FENCE LINE

LEGEND

SURVEY CONTROL POINT

MINOR (1') CONTOUR LINE WITH ELEVATION

MAJOR (5') CONTOUR LINE WITH ELEVATION50

OVERHEAD UTILITY LINE

APPROXIMATE PROPERTY BOUNDARY

X 4800.00

FOFO

FO

FO

FO

FO

FO

FO

#101 Found Dept. of Interior Brass Disk.

N=368,833.196 E=1,572,984.828

EL=3,959.66

SURVEY CONTROL POINTS

#151 Found Dept. of Interior Brass Disk.

N=369,017.616 E=1,573,152.008

EL=3,965.26

#167 Found Dept. of Interior Brass Disk.

N=368,874.749 E=1,573,007.602

EL=3,952.10

#235 Found Dept. of Interior Brass Disk.

N=369,173.268 E=1,573,112.334

EL=3,954.94

#236 Set 5/8"x30" Iron Rod W/Red Plastic Cap Marked "Otak Control".

N=368,770.000 E=1,573,206.731

EL=3,964.11

#237 Set 5/8"x30" Iron Rod W/Red Plastic Cap Marked "Otak Control".

N=369,335.613 E=1,572,662.087

EL=3,963.46

#238 Set 5/8"x30" Iron Rod W/Red Plastic Cap Marked "Otak Control".

N=369,383.208 E=1,572,887.505

EL=3,961.48

HB

LINE CONTINUES

FENCE LINE

LEGEND

SURVEY CONTROL POINT

M

HOSE BIB

SEPTIC TANK ACCESS

ELECTRIC METER

DECIDUOUS TREE

MINOR (1') CONTOUR LINE WITH ELEVATION

MAJOR (5') CONTOUR LINE WITH ELEVATION50

SPOT ELEVATION

UTILITY POLE

GUY ANCHOR

OVERHEAD UTILITY LINE

APPROXIMATE PROPERTY BOUNDARY

X 4800.00

PROJECT COORDINATES AND ELEVATIONS:

PROJECT COORDINATES ARE IDAHO STATE

PLANE, CENTRAL ZONE, NAD83(2011),

SCALED TO GROUND, BASED ON EXISTING

CONTROL POINTS PROVIDED BY NPS FROM

PRIOR WORK AT THE SITE.

PROJECT ELEVATIONS ARE NAVD88, BASED

ON EXISTING CONTROL POINTS PROVIDED

BY NPS FROM PRIOR WORK AT THE SITE.

UNITS IN US SURVEY FEET.

P lo tte d:

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6, 2:

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\3

\3

A \0

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\W or ki ng

F ile s\ C

IV

IL

\M

IIN

A dd iti on

\C

IV

IL

S he et s\ E

X

IS

T

IN

G C

O N

D

IT

IO

N

S _M

IIN

-2

.d w g L ay ou t N am e:

E

X

IS

T

IN

G C

O N

D

IT

IO

N

S

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

03/20/2026

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE 543

C010

EXISTING

CONDITIONS

IN FEETSCALE

40'40' 0' 80'

SURVEY CONTROL POINT (TYP.)

FIBER PULL BOX

TEMP FIBER

CONNECTION

APPROXIMATE

PROPERTY

BOUNDARY

MARK SHEET REVISION DATE INITIAL

C010 BIDDER QUESTIONS 8/6/2026 EM1

8181200

L ICENSED

STATE OF I DAH

O

PR

OF

ESSIONAL ENGINEER

E M

I L Y A . MA GG

I O

M

FO

FO

FO

FO

FO

FO

FO

FO

PROPOSED BUILDING ADDITION

NEW GRAVEL DRIVE

PER DETAIL 3 ON

SHEET C300

PERIMETER GRAVEL PER

DETAIL 1 ON SHEET C300

ROCK TRENCH FOR ROOF

RUNOFF, SEE DETAIL 2

ON SHEET C300

N: 369252.59 E: 1572812.89

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

N: 369216.71 E: 1572766.02

RD

RD

RD

N: 369314.87 E: 1572789.34

N: 369222.34 E: 1572780.33

N: 369238.45 E: 1572775.50

N: 369321.66 E: 1572734.90

N: 369319.14 E: 1572727.95

CONCRETE PAD PER

DETAIL 4 ON SHEET C300

WORK BY PMIS

NO. 314972

5.0'

6.0'

CONCRETE PAD RE: MECHANICAL

CONSTRUCTION LIMITS

(TYP.)

CONCRETE SPLASH BLOCK PER

DETAIL 5 ON SHEET C300

P lo tte d:

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IT

E

P

LA

N _M

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-2

.d w g L ay ou t N am e:

S

IT

E

P

LA

N

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

03/20/2026

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE 53

C100

SITE PLAN

IN FEETSCALE

20'0'10' 10'

LEGEND

CONCRETE PAD

PERIMETER GRAVEL

ROCK TRENCH

GRAVEL DRIVE

GENERAL NOTES

1. COVER DISTURBED AREA WITH MINIMUM

6" TOPSOIL FROM NEW BUILDING

LOCATION.

2. PARK WILL REVEGETATE AREA.

3. IMPORT FILL SHALL BE CLEAN AND WEED

FREE. MATERIAL SOURCE SHALL BE

DETERMINED IN CONSULTATION WITH THE

PARK. PARK SHALL BE NOTIFIED OF

MATERIAL SOURCE AND ALLOWED TIME TO

INSPECT. ANY SITE CERTIFICATIONS MUST

INCLUDE LIST OF SPECIES PRESENT AND

HOW OFTEN MATERIAL IS TREATED FOR

WEEDS.

4. ANY IMPORTED TOPSOIL MATERIALS SHALL

BE CLEAN AND WEED FREE AND THE

MATERIALS SOURCE DETERMINED IN

CONSULTATION WITH THE PARK. ANY SITE

CERTIFICATIONS MUST INCLUDE A LIST OF

SPECIES PRESENT AT THE MATERIAL

SOURCE LOCATION. PARK SHALL BE

NOTIFIED OF MATERIAL SOURCE AND

ALLOWED TIME TO INSPECT.

MARK SHEET REVISION DATE INITIAL

C100 BIDDER QUESTIONS 8/6/2026 EM1

8181200

L ICENSED

STATE OF I DAH

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OF

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E M

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

03/20/2026

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE 53

C200

GRADING PLAN

XX

XX

XXXXXX

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IV

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S he et s\ C

IV

IL

D E

T A

IL

S

_M

IIN

-2 .d w g

L ay ou t N am e:

D et ai ls

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

03/20/2026

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE 53

C300

CIVIL

DETAILS

AGGREGATE BASE

BUILDING

6"

2'

EXISTING COMPACTED

SUBGRADE OR FILL

MATERIAL

PER PLAN

GEOTEXTILE

FABRIC

3 GRAVEL DRIVE

C300 NTS

4" DEPTH AGGREGATE BASE

2" DEPTH AGGREGATE BASE,

3/4" MAXIMUM GRADATION

4"

CEMENT CONCRETE

FINISH GRADE

4 CONCRETE PAD

C300 NTS

36"

6"

4"

AGGREGATE BASE

1.5% MAX

WIDTH PER PLAN

ELEVATION VARIES, SEE

GRADING PLAN

6" MAX.

FFE

1 PERIMETER GRAVEL

C300 NTS

2 ROCK TRENCH

C300 NTS

PERMEABLE MATERIAL

CLASS II WRAPPED

WITH FILTER FABRIC

6" MIN. OVERLAP

PERMEABLE MATERIAL

CLASS II

GEOTEXTILE

FOR DRAINSFOUNDATION

5 CONCRETE SPLASH BLOCK

C300 NTS

GUTTER DOWNSPOUT

CONCRETE SPLASH

BLOCK

24" 12"

3"

MARK SHEET REVISION DATE INITIAL

C300 BIDDER QUESTIONS 8/6/2026 EM1

8181200

L ICENSED

STATE OF I DAH

O

PR

OF

ESSIONAL ENGINEER

E M

GENERAL NOTES

1. REFER TO INDIVIDUAL DISCIPLINES FOR FULL SCOPE OF WORK.

2. VERIFY ALL DIMENSIONS IN FIELD.

3. REVEGETATION BY PARK.

LEGEND

= REMOVE AND SALVAGE <E> WINDOWS FOR REUSE,

INCLUDING INTERIOR WD STOOL AND SURROUNDING WD TRIM

= <E> EXTERIOR PORTION OF WALL TO BE REMOVED,

<E> INTERIOR FINISH AND STUD TO REMAIN

= <E> ELEMENT TO BE REMOVED

= <E> WALL / OR PORTION OF WALL TO REMAIN,

UNLESS NOTED, PROTECT IN PLACE

= AREA OF BUILDING NIC

EXT.

INT.

BB

AA

CC

D

E

F

1 2 3

G

EXISTING

BUILDING TO

REMAIN

EXISTING

BUILDING TO

REMAIN

NEW

BUILDING

ADDITION

NEW

BUILDING

ADDITION

AD01

<E>

BUILDING

NIC

<E>

BUILDING

WORK

NIC

AD01

DEMO REFLECTED

CEILING PLAN

DEMO FLOOR

PLAN

B

A

C

02.01

02.02

02.02

02.03

02.01

02.02

02.02

02.04

02.05

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

EXISTING

BUILDING TO

REMAIN

NEW

BUILDING

ADDITION

LINE OF <E>

ROOF EDGE

ABOVE

LINE OF <E>

ROOF EDGE

ABOVE

3' -8

E Q

E Q

O V

E R

A

LL

'-0

/4

V

IF

A602

A602

SIM,

O.H.

B

A

C

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

EXISTING

BUILDING TO

REMAIN

NEW

BUILDING

ADDITION

02.06

02.07

02.08

02.07

02.06

02.08

02.09

02.09

02.04

O V

E R

A

LL

V

IF

'-1

/4

A601

02.10

02.10

02.10

OFFICE

E102

FLEX

WORKSPACE

E100

OFFICE

E101

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: B

SCALE: A

3/

/2

1:

:3

P

M A ut od es k

D oc s:

//2

5-

M

IIN

M ai nt en an ce

B ld g A dd iti on /2

N

P S

M

IIN

A dd iti on v

.r vt

AD01

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 11 53

OVERALL FLOOR

PLAN - DEMO

40 8 124

SCALE OF FEET

B L D

G

N O

R T

H

SCALEAD01

OVERALL FLOOR PLAN - DEMO1

A

SCALEAD01

ENLARGED FLOOR

PLAN - DEMO2

B

30 62

SCALE OF FEET

KEYNOTES ADDITION

02.01 REMOVE <E> MTL FINISH, EXTERIOR INSULATION BACK TO <E> STUDS, <E>

STUDS TO REMAIN AS-IS, PROTECT INTERIOR FINISH IN PLACE FROM DAMAGE

DURING CONSTRUCTION.

02.02 REMOVE AND SALVAGE <E> WINDOW, STORE ON SITE FOR REUSE IN ADDITION.

SEE NEW ADDITION FLOOR PLAN AND WINDOW SCHEDULE FOR ADDITIONAL

INFORMANTION.

02.03 REMOVE PORTION OF <E> WALL ASSEMBLY, AND SILL PLATE, REFRAME TO MEET

<N> OPENING REQUIREMENTS, RE: NEW ADDITION FLOOR PLAN.

02.04 REMOVE AND SALVAGE <E> DOWNSPOUT AND SPLASHBLOCK, STORE ON SITE

FOR REUSE. REFER TO NEW ADDITION FLOOR PLAN FOR ADDITIONAL

INFORMATION.

02.05 REMOVE AND SALVAGE <E> CASEWORK, RETURN TO PARK, PULL BACK AND CAP

<E> UTILITIES IN THIS AREA.

02.06 REMOVE <E> MTL SOFFIT, <E> ROOF STRUCTURE TO REMAIN.

02.07 REMOVE <E> MTL FASCIA.

02.08 <E> AREA OF MTL SOFFT TO REMAIN, V.I.F. IF <E> MTL SOFFIT WILL CONNECT TO

<N> MTL SOFFIT WITH SEAMLESS TRANSITION BETWEEN <E> MTL SOFFIT AND

<N> MTL SOFFIT.

02.09 AT ROOF ABOVE, REMOVE <E> ROOF EDGE CLOSER.

02.10 <E> CEILING, PROTECT IN PLACE

SCALEAD01

ENLARGED REFLECTED

CEILING PLAN - DEMO3

A

XX

C

3 4

OFFICE

OFFICE

OFFICE

HALL

OFFICE

OFFICE

OFFICE

A401

A401

A401

A301

A301

W-1

3.03

3.033.03

3.03 W-1

W-1

FI

N

TO

C

L 2'-

8 1 /4"

3.03

W-1

W-1

W-1

102 103 104

107106105

C2 C2 F2 C1

F1

F2

C1

F1C2C2

EXISTING BUILDING

TO REMAIN

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

NEW BUILDING

ADDITION

CL

7'-3" CLCL 4'-10" CL 4'-9"

C L

2'- 3"

C L C L

5'- 8"

C L

3'- 4"

CLCL

3'-10" 4'-3"

CLCL

7'-3" 4'-10"

29'-6" ADDITION 7 1/8"

ALIGN

ALIGN

3.03

FACE OF <E> STUD

9'-4 5/8" 9'-5 5/8"

FACE OF <E> STUD

9'-4 5/8" 9'-4 5/8"

ALIGN

ALIGN

CL 2'-0" CL2'-0"

CL

2'-0"

CL

2'-0"

CL2'-0"

CL

2'-0"

05.01

05.01

05.01

05.01

09.01

09.02

09.01

09.01

09.01

03.01

EQ

EQ

6'- 0"

STUD TO FIN.

5'-4 1/8"

05.09

A602

OP

NG

3'-

0"EQ

EQ

05.10

2'- 0"

3'-6"03.02

A301

A301

A602

A602

SIM,

O.H.

03.03

01B

A

C

3 4

OFFICE

OFFICE

OFFICE

HALL

OFFICE

OFFICE

OFFICE

108'-6" 108'-6" 108'-6"

108'-6"

108'-6" 108'-6" 108'-6"

A401

A301

A301

C L C L

TY

P

4'-

TY

P 2'-

5 1 /2"

C L C L

TY

P

4'-

TY

P 2'-

5 1 /2"

CLCL 8'-0" 2'-6 1/2"CLCLCL 8'-0" 8'-0"

EXISTING BUILDING TO

REMAIN

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

NEW BUILDING

ADDITION

05.04

05.04

05.08

05.08

07.02

05.09

05.08

07.03

07.03

07.0407.04 05.08

07.02

08.01

08.01

08.01

A301

A301

C L

EQ

EQ

BB

AA

CC

3 4

A301

A301

EXISTING BUILDING TO

REMAIN

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

NEW BUILDING

ADDITION

6"

6"

6"

6"

05.04

05.05

05.07

05.07

07.02

+/-29'-6 3/4"

R-1

R-1

<E> ROOF TO

REMAIN

<E> ROOF TO

REMAIN

07.04

A301

A301

A601

GENERAL NOTES

1.

2.

3.

REFER TO ABAAS MOUNTING HEIGHTS FOR INFO ON MOUNTING LOCATIONS

REFER TO OTHER DISCIPLINES FOR FULL SCOPE OF THE WORK.

REFER TO SHEET G200 FOR ASSEMBLY INFORMATION.

LEGEND

= <N> EXTERIOR WALL, REFER TO WALL

TYPE ASSEMBLIES, G200

= <N> INTERIOR WALL, REFER TO WALL

TYPE ASSEMBLIES, G200

= <N> WALL IN-FILL AT <E> WALL OPENING

= <N> CONCRETE , RE: CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION

= <N> 1/2" GWB FINISH ON STRUCTURAL

CEILING JOIST.

= <N> LINEAR LIGHT FIXTURE, RE:

ELECTRICAL FOR ADDITION INFORMATION

= <N> RECESSED CEILING LIGHT FIXTURE, RE: ELECTRICAL

DRAWINGS FOR ADDITIONAL I INFORMATION

= <N> EXTERIOR LIGHT FIXTURE, RE: ELECTRICAL

DRAWINGS FOR ADDITIONAL I INFORMATION

= <N> MTL ROOF FINISH TO MATCH <E>

ADJACENT ROOF FINISH

= <E> MTL ROOF FINISH TO REMAIN

= <N> DOOR AND FRAME, RE: DOOR

SCHEDULE

= AREA OF <E> BUILDING - NIC

= <N> RETURN AIR, RE: MECHANICAL

DRAWINGS FOR ADDITIONAL I INFORMATION

= <N> SUPPLY AIR, RE: MECHANICAL

DRAWINGS FOR ADDITIONAL I INFORMATION

= <N> MECHANICAL ACCESS PANEL, RE: MECHANICAL

DRAWINGS FOR ADDITIONAL I INFORMATION

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

8/7 /20

3:

:52

P M

C:

\U se rs\ bc oo k\A pp

Da ta\

Lo ca l\A uto de sk

\R ev it\A uto de sk

R ev it

\C oll ab or ati on Ca ch e\L

QT

JE

CR

CL

QB

DW

S\

4b b6

-7

8-

-b ba 2-

9d df1 b\5

1b 5-

1c b2

-4 a-

5b -7 be 7f9 cd 0b

.rv t

A101

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 12 54

ENLARGED PLANS

40 84

SCALE OF FEET

B

LD

G

N O

R T

H

SCALEA101

ENLARGED FLOOR PLAN AT ADDITION1

ASCALEA101

ENLARGED REFLECTED CEILING PLAN AT ADDITION2

A

SCALEA101

ENLARGED ROOF PLAN AT ADDITION3

A

OVERALL KEY PLAN

AT NEW ADDITION:

REFER TO A101 FOR

ENLARGED FLOOR,

CEILING, AND ROOF

PLANS, AND A102 FOR

ENLARGED FINISH PLAN

EXISTING

BUILDING NIC

N.T.S.

KEYNOTES AT ADDITION

03.01 PROVIDE <N> 5" THICK CONCRETE PAD AT ENTRY, TOP OF PAD NOT TO

EXCEED 2% SLOPE IN ANY DIRECTION. RE: STRUCTURAL

03.02 PROVIDE <N> 4" THICK MECHANICAL CONCRETE PAD, COORDINATE WITH

MECH FOR CORRECT SIZE AND LOCATION, RE: MECH.

03.03 <N> INSTALL CONCRETE SPLASHBLOCK, CORRDINATE LOCATION WITH

CONDENSATE DRAIN, RE: MECH

05.01 AT <E> WALL OPENING (AT REMOVED WINDOWS) IN-FILL OPENING WITH <N>

MTL STUD FRAMING. AND MINERAL WOOL ACUSTIC BATT INSULATION, FULL

DEPTH OF WALL CAVITY INSTALL <N> GWB FINISH (TO MATCH <E>

ADJACENT GWB) AT <E> BUILDING SIDE OF WALL, ENSURE SMOOTH AND

SEAMLESS TRANSITION BETWEEN <N> AND <E> GWB FINISH. PROVIDE <N>

PAINTED WALL FINISH FOR ENTIRE WALL FLOOR TO CEILING ABOVE.

05.04 INSTALL <N> MTL SOFFIT AT UNDERSIDE OF <N> ROOF STRUCTURE, RE:

STRUC

05.05 <N> MTL RIDGE CAP AND ROOF EDGE AT <N> ADDITION ROOF.

05.07 INSTALL <E> SALVAGED ROOF EDGE CLOSER AT <N> ROOF OUTRIGGER

LOCATION

05.08 <N> METAL SOFFIT PANEL, TO MATCH <E> MTL SOFFIT AT <E> BUILDING.

05.09 INSTALL <E> SALVAGED MTL DOWNSPOUT UPON COMPLETION OF THE

INSTALLATION OF EXTERIOR FINISHS.

05.10 INSTALL <N> DOWNPOUT AND SPLASH BLOCK TO MATCH <E> AT <E>

BUILDING.

07.02 <N> PREFINISHED HALF-ROUND GUTTER AND DOWNSPOUT, FINISH TO

MATCH STANDING SEAM ROOF AND <E> GUTTER AND DOWNSPOUT AT <E>

BUILDING, REMOVE AND SALVAGED <E> END CAP, FOR REUSE AT <N> END

OF GUTTER, PROVIDE 6" MIN. OVER LAP WITH SEALANT BETWEEN <N> AND

<E>, PROVIDE WATER TIGHT CONNECTION BETEEN <E> AND <N> GUTTER.

07.03 INSTALL <N> MTL FASCIA TO MATCH <E> AT <N> ROOF OUTRIGGER.

07.04 INSTALL <N> PREFINISHED MTL FASCIA AT <N> ROOF OUTRIGGER.

08.01 INSTALL <N> 24" x 24" ACCESS PANEL IN <N> CEILING, COORDINATE ACCESS

LOCATIONS WITH MECHANICAL UNITS IN ATTIC ABOVE, RE: MECH.

09.01 INSTALL <N> 5/8" GWB FINISH FROM FLOOR TO ROOF STRUCTURE ABOVE,

TO <E> STUD FRAMING, RE: FINISH SCHEDULE.

09.02 AT <N> OPENING, PROVIDE <N> GWB AT JAMB, AND HEAD RETURN. PROVIDE

SEAMLESS TRANSITION BETWEEN <E> AND <N> WALL FINISH, PROVIDE <N>

PAINTED FINISH FOR ENTIRE WALL (BOTH SIDES OF <N> OPENING) AT <E>

SIDE OF BUILDING ADDITION. PROVIDE (4 ) 3"x3"X48" AFF CORNER

PROTECTION AT ALL CORNERS OF <N> OPENING.

OFFICE

OFFICE

OFFICE

HALL

OFFICE

OFFICE

OFFICE

EXISTING BUILDING TO

REMAIN

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

NEW BUILDING

ADDITION

CS

PT-2

RB-1

CS

PT-2

RB-1

CS

PT-2

RB-1

CS

PT-2

RB-1

CS

PT-2

RB-1

CS

PT-2

RB-1

CS

PT-2

RB-1

PT-1

PT-1

PT-1

OVERALL ADDITION

29'-6"

O V

E R

A

LL

A D

D

IT

IO

N

'-2

/4

LEGEND

GENERAL NOTES

1. ALL FLOOR FINISHES TO EXTEND UNDER CASEWORK AND EQUIPMENT

2. FOR ALL FLOOR FINISHES, PREPARE SUBSTRATE PER MANUFACTURER'S

RECOMMENDATIONS.

3. ALL DOOR AND WINDOW TRIM TO BE PRIMED AND PAINTED TO MATCH ROOM

WALL FINISH, PT-4.

= AREA OF <E> BUILDING - NIC

= <N> CONCRETE SEALED (CS)

= <N> CONCRETE NON-SEALED (NCS)

= THRESHOLD TRANSITION STRIP

INTERIOR FINISH SCHEDULE

DESCRIPTION NOTE

PT-1 WALL PAINT, TYP

PT-2 CEILING PAINT, TYP

PT-4 DOOR AND WINDOW TRIM PAINT

CS SEALED CONCRETE

NCS NON-SEALED CONCRETE

RB-1 RUBBER BASE 4 IN

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

3/

/2

1:

:4

P

M A ut od es k

D oc s:

//2

5-

M

IIN

M ai nt en an ce

B ld g A dd iti on /2

N

P S

M

IIN

A dd iti on v

.r vt

A102

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 13 53

ENLARGED FINISH

PLANS

30 62

SCALE OF FEET

B L D

G

N O

R T

H

SCALEA102 A

ENLARGED FINISH PLAN AT ADDITION1

ROOM SCHEDULE

ROOM ROOM NAME

FLOOR WALL

BASE PRIMARY CEILINGMATERIAL

101 HALL CS RB-1 PT-1 PT-2

102 OFFICE CS RB-1 PT-1 PT-2

103 OFFICE CS RB-1 PT-1 PT-2

104 OFFICE CS RB-1 PT-1 PT-2

105 OFFICE CS RB-1 PT-1 PT-2

106 OFFICE CS RB-1 PT-1 PT-2

107 OFFICE CS RB-1 PT-1 PT-2

OVERALL KEY PLAN

AT NEW ADDITION:

REFER TO A101 FOR

ENLARGED FLOOR,

CEILING, AND ROOF

PLANS, AND A102 FOR

ENLARGED FINISH PLAN

EXISTING

BUILDING NIC

N.T.S.

GENERAL NOTES

1. REFER TO INDIVIDUAL DISCIPLINES FOR FULL SCOPE

OF WORK.

2. REFER TO WINDOW AND DOOR SCHEDULE FOR DIMS

AND MORE INFORMATION.

3. REFER TO G001 GENERAL NOTES AND INDEX FOR

SYMBOL INFORMATION.

4. REFER TO SHEET G210 FOR ASSEMBLY INFORMATION.

LEGEND

= STANDING SEAM METAL ROOF

FLASHING FINISH TO MATCH, RE : R1

ROOF ASSEMBLY G200

= AREA OF <E> BUILDING - NIC

FIRST FLOOR

100'-0"

3 4 A301

OFFICE

OFFICE

OFFICE

107105 106 107

EXISTING

BUILDING TO

REMAIN

NEW

BUILDING

ADDITION

EXISTING

BUILDING TO

REMAIN

NEW

BUILDING

ADDITION

02.06

R-1

A301

A601

2' -0

FIRST FLOOR

100'-0"

EXTERIOR

05.08

26.01

A602

R-1

W-1

23.02

2' -0

A602

SIM

FIRST FLOOR

100'-0"

B AC

A301

R-1R-1

W-1 W-1

HALL

OFFICE

OFFICE

A301

A601

A602

FIRST FLOOR

100'-0"

A

R-1

W-1

A601

SIM

A501

SIM

A501

SIM

A601

SIM

A602

EXTERIOR

8" M

A X

E X

P O

S U

R E

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: B

SCALE: A

3/

/2

1:

:4

P

M A ut od es k

D oc s:

//2

5-

M

IIN

M ai nt en an ce

B ld g A dd iti on /2

N

P S

M

IIN

A dd iti on v

.r vt

A301

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 14 53

BUILDING AND WALL

SECTIONS

40 84

SCALE OF FEET

KEYNOTES

02.06 REMOVE <E> MTL SOFFIT, <E> ROOF STRUCTURE TO REMAIN.

05.08 <N> METAL SOFFIT PANEL, TO MATCH <E> MTL SOFFIT AT <E> BUILDING.

23.02 PREFINISHED METAL LOUVER, RE: MECH

26.01 <N> LIGHT FIXTURE TO MATCH <E> LIGHT FIXTURE AT <E> BUILDING, RE:

ELEC

SCALEA301 A

BUILDING ADDITION LONGITUDINAL SECTION2

SCALEA301 A

BUILDING ADDITION TYP

WALL SECTION AT RAKE4

10 2 31

SCALE OF FEETSCALEA301 A

BUILDING ADDITION TRANSVERSE SECTION11

SCALEA301

WALL SECTION - NORTH3

A

FIRST FLOOR

100'-0"

3 4

07.01

11.01 11.01

EXISTING BUILDING

TO REMAIN

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

NEW BUILDING

ADDITION

C2 C2 F2 C1

05.10

07.02

R-1

W-1

07.03

05.07

05.05

26.01

05.09

05.03

<E> ROOF

TO REMAIN

NIC

<E>

EXTERIOR

FINISH TO

REMAIN

NIC

A301

EXISTING BUILDING

TO REMAIN

EXISTING BUILDING

TO REMAIN

NEW BUILDING

ADDITION

NEW BUILDING

ADDITION

11.01 11.01

07.01

F1 C2 C2

<E> ROOF

TO REMAIN

NIC

<E>

EXTERIOR

FINISH TO

REMAIN

NIC

05.03

W-1

R-107.03

05.07

05.05

EXTERIOR MECHANICAL UNITS, RE:

MECHANICAL DRAWING FOR

ADDITIONAL INFORMATION

26.01

A301

GENERAL NOTES

1. REFER TO INDIVIDUAL DISCIPLINES FOR FULL SCOPE

OF WORK.

2. REFER TO WINDOW AND DOOR SCHEDULE FOR DIMS

AND MORE INFORMATION.

3. REFER TO G001 GENERAL NOTES AND INDEX FOR

SYMBOL INFORMATION.

4. REFER TO SHEET G210 FOR ASSEMBLY INFORMATION.

LEGEND

= CORRUGATED METAL

SIDING - VERTICALLY ORIENTED

= STANDING SEAM METAL ROOF

FLASHING FINISH TO MATCH

= AREA OF <E> BUILDING NIC

FIRST FLOOR

100'-0"

B AC 2

A301

07.01

05.07

23.02

07.01

05.07

F2 C1F1

26.01

6" / 12"6" / 12"

R-1

R-1

W-1

07.03

07.03

07.02

05.10

05.05

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

3/

/2

1:

:4

P

M A ut od es k

D oc s:

//2

5-

M

IIN

M ai nt en an ce

B ld g A dd iti on /2

N

P S

M

IIN

A dd iti on v

.r vt

A401

BC

MIIN MAINTENANCE BUILDING ADDITION

MINIDOKA NATIONAL HISTORIC SITE

XXX

XXX

XXXXXX

BC / DM

EH / CR

03/20/2026 15 53

ENLARGED EXTERIOR

ELEVATIONS

80 168

SCALE OF FEET

KEYNOTES

05.03 AT <E> EXTERIOR MTL FINISH, PROVIDE A 6"MIN OVERLAP BETEEWN N> AND

<E> EXTERIOR MTL FINISH, PROVIDE <N> SEALANT BEWTEEN <N> AND <E>

PANELS FOR ENTIRE LENGTH OF EXTERIOR MTL PANEL.

05.05 <N> MTL RIDGE CAP AND ROOF EDGE AT <N> ADDITION ROOF.

05.07 INSTALL <E> SALVAGED ROOF EDGE CLOSER AT <N> ROOF OUTRIGGER

LOCATION

05.09 INSTALL <E> SALVAGED MTL DOWNSPOUT UPON COMPLETION OF THE

INSTALLATION OF EXTERIOR FINISHS.

05.10 INSTALL <N> DOWNPOUT AND SPLASH BLOCK TO MATCH <E> AT <E>

BUILDING.

07.01 <N> PREFINISHED METAL FLASHING, FINISH TO MATCH STANDING SEAM

ROOF, RE: DETAILS.

07.02 <N> PREFINISHED HALF-ROUND GUTTER AND DOWNSPOUT, FINISH TO

MATCH STANDING SEAM ROOF AND <E> GUTTER AND DOWNSPOUT AT <E>

BUILDING, REMOVE AND SALVAGED <E> END CAP, FOR REUSE AT <N> END

OF GUTTER, PROVIDE 6" MIN. OVER LAP WITH SEALANT BETWEEN <N> AND

<E>, PROVIDE WATER TIGHT CONNECTION BETEEN <E> AND <N> GUTTER.

07.03 INSTALL <N> MTL FASCIA TO MATCH <E> AT <N> ROOF OUTRIGGER.

11.01 <N> ROOFTOP HORIZONTAL FALL ARREST SYSTEM WITH PERMANENT

ANCHORS EA SIDE OF RIDGE. ANCHORS TO BE NO LESS THAN 6-FT FROM

EDGE OF ROOF AND FASTENED TO RAFTERS, COORDINATE WITH ROOFING

INSTALL, SEAL AND DETAIL PENETRATIONS PER ROOFING MFR STANDARD

DETAILS, RE: STRUCT

23.02 PREFINISHED METAL LOUVER, RE: MECH

26.01 <N> LIGHT FIXTURE TO MATCH <E> LIGHT FIXTURE AT <E> BUILDING, RE:

ELEC

SCALEA401

ENLARGED SOUTH ELEVATION2

A SCALEA401

ENLARGED NORTH ELEVATION3

A

SCALEA401

ENLARGED EAST ELEVATION1

A

C

3 4

OFFICE

OFFICE

OFFICE

HALL

OFFICE

OFFICE

OFFICE

102 103 104

107106105

C2 C2 F2 C1

F1

F2

C1

F1C2C2

EXISTING

BUILDING TO

REMAIN

EXISTING BUILDING

TO REMAIN

NEW

BUILDING

ADDITION

NEW BUILDING

ADDITION

CL

7'-3" CLCL 4'-10" CL 4'-9"

C L

2'- 3"

C L C L

5'- 8"

C L

3'- 4"

CL

CL

3'-10" 4'-3"

CLCL

7'-3" 4'-10"

CL 2'-0" CL2'-0"

CL

2'-0"

CL

2'-0"

CL2'-0"

CL

2'-0"

DOOR PANEL TYPES

TYPE A

HALF LITE

PANEL

TYPE B

FULL LITE

PANEL

RE

: S

CH

ED

UL

E

RE: SCHEDULE

RE

: S

CH

ED

UL

E

RE: SCHEDULE

FRAME TYPES

HM

HOLLOW METAL

FRAME

2" MITERED CORNERS

2"

2"

N.T.S N.T.S

6"

6"

6"

6"

6"

6"

3'- 6"

RE: SCHED

RE

: S

CH

ED

UL

E

HM/GL HOLLOW METAL, PRIMED AND PAINTED - TEMPERED GLAZING

WD/GL WOOD FINISH, STAINED - TEMPERED GLAZING

SN PROVIDE ROOM SIGNAGE AT EXTERIOR SIDE OF DOOR 12" FROM LATCH SIDE

OF DOOR TO CENTER OF SIGNAGE AND 60" AFF TO CENTER OF SIGNAGE

MATERIAL AND COMMENT KEY DOOR GENERAL NOTES

1.

2.

3.

4.

5.

6.

VERIFY IN FIELD ALL DIMENSIONS FOR ROUGH OPENINGS.

PROVIDE NEW DOOR SWEEPS AND WEATHER STRIPPING AT ALL EXTERIOR DOORS.

PAINT ALL DOOR AND INTERIOR WINDOW TRIM, RE: FINISH SCHEDULE.

PROVIDE CLEAR STAIN AT ALL INTERIOR WOOD DOORS.

DOOR ELEVATIONS DISPLAY EXTERIOR ELEVATION U.O.N.

ALL GLAZING IN OPERABLE DOORS TO BE TEMPERED, RE: SPECIFICATIONS

1.

2.

3.

4.

5.

6.

VERIFY IN FIELD ALL DIMENSIONS FOR ROUGH OPENINGS.

PAINT ALL INTERIOR WINDOW TRIM SURROUND, RE: FINISH SCHEDULE.

EXTERIOR WINDOW TRIM TO BE SELECTED FROM MANUFACTURER STANDARD

OPTIONS.

PROVIDE INSECT SCREENS AT ALL OPERABLE WINDOWS.

SEPARATE ALL DISSIMILAR MATERIALS.

WINDOW ELEVATIONS DISPLAY EXTERIOR ELEVATION U.O.N.

WINDOW GENERAL NOTES

WINDOW TYPES

TYPE C2TYPE C1 TYPE F1

4' -0

2'-0"

4' -0

3'-0"

CASEMENT WINDOW <E> FIXED WINDOW

N.T.S

TYPE F2

2'-0"

4'- 0"

3'-0"

4'- 0"

A

W-1

SHIM AS REQ'D

WEATHER BARRIER, LAP

OVER METAL FLASHING

WOOD TRIM, PAINTED

CONTINUOUS SEALANT

AROUND PERIMETER WINDOW PER SCHEDULE,

FRAME TO INCLUDE NAIL FIN

BACKER ROD AND SEALANT

PREFINISHED METAL DRIP FLASHING.

INSTALL OVER WINDOW NAIL FIN. 4"

END LAPS WITH CONTINUOUS CAULK

AT LAPS

OUTSIDE RUBBER CLOSER

AND SEALANT TAPE

SELF-ADHERED FLASHING

MEMBRANE OVER, LAP

INTO OPENING

3 1 /2"

1/4"

5 3/16" 2 3/4"

A

W-1

PREFINISHED BREAK METAL

FLASHING. PROVIDE GALV.

CLEAT WITH STAINLESS STEEL

FASTENERS

SHIM AS REQ'D

WOOD SILL WITH

BEVELED EDGE, PAINTED

1/2" BACKER ROD & SEALANT, TYP.

EACH SIDE OF WINDOW SYSTEM

THERMALLY BROKEN WINDOW PER

SCHEDULE, FRAME TO INCLUDE

NAIL FIN

(1) LAYER OF SELF-ADHERED

MEMBRANE FLASHING, EXTEND UNDER

WINDOW SYSTEM, WRAP WD SILL AND

EXTEND DOWN EXTERIOR SHEATHING

6" MIN AND OVER EXTERIOR WEATHER

BARRIER

WEATHER BARRIER

INSTALLED AS AIR

BARRIER

3 1 /4"

1/2"

WOOD TRIM, PAINTED

3/4

2 1 /2"

OPERATOR SHOWN DASHED

FOR CASEMENT WINDOWS

3"X2 1/2" LIGHT GAUGE (14GA)

GALV. METAL ANGLE

2X FIRE TREATED WD SILL, SLOPE

TOP OF SILL TO DRAIN

SEALANT AROUND PERIMETER

(1) LAYER OF SELF-ADHERED

MEMBRANE FLASHING, EXTEND OVER

WEATHER BARRIER AND DOWN

SHEATHING 8" MIN AND INTO OPENING

A

W-1

BACKER ROD AND SEALANT

PREFINISHED METAL JAMB

FLASHING. 4" END LAPS WITH

CONTINUOUS SEALANT AT LAPS

CONTINUOUS SEALANT

WINDOW PER SCHEDULE,

FRAME TO INCLUDE NAIL FIN

SHIM AS REQ'D

WOOD TRIM, PAINTED

CONTINUOUS SEALANT

AROUND PERIMETER

SELF-ADHERED FLASHING MEMBRANE

OVER, LAP INTO OPENING

CONTINUOUS WEATHER BARRIER, LAP

OVER SELF-ADHERED MEMBRANE MIN. 8"

2 1/4"

SELF-ADHERED FLASHING MEMBRANE

OVER, LAP OVER WINDOW NAIL FIN

2 1/4"

A/E FIRM:

PRIME:

ANDERSON HALLAS

ARCHITECTS, PC

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SH…