B09_Atch_4_MIIN314972_FinalCD_Drawings-Rev1_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

187126

314972

FINAL 100% CDS

IDAHO

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA, INC.

BOULDER, CO

80302

CIVIL:

OTAK INC.

PORTLAND, OR

97204

MECHANICAL:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

PRIME / ARCH:

ANDERSON HALLAS, PC

GOLDEN, CO

80401

- 140P2019D0016

PMIS

1/2 9/2

5 1

1:3 8:0

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MIIN MAINTENANCE BUILDING

1 82

314972

PROJECT LOCATION

MINIDOKA NATIONAL HISTORIC SITE

PROJECT LOCATION

PROPOSED MAINTENANCE BUILDING

NOTE: PROPOSED MAINTENANCE BUILDING AXONOMETRIC SKETCH SHOWN FOR

DIAGRAMMATIC PURPOSES ONLY. REFER TO DRAWINGS WITHIN FOR

CONSTRUCTION DOCUMENTATION.

1 ASI-1 REFRIGERANT UPDATE 2025/01/24 BC(MULT)

msquinn Rectangle

1. DO NOT SCALE DRAWINGS

2. ALL DIMENSIONS ARE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED. ALL

DIMENSIONS INDICATING REQUIRED CLEARANCES ARE TO FACE OF FINISH UNLESS

OTHERWISE NOTED.

3. 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.

4. 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.

5. 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.

6. 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

1. BID OPTION 01: OUTDOOR WORKSPACE/STORAGE

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED WITH CONSTRUCTION OF THE

ATTACHED CARPORT, MATERIAL AND TOOL STORAGE ROOMS AT THE NORTHWEST

END OF THE NEW MAINTENANCE BUILDING. REFER TO ARCHITECTURAL PLANS AND

ALL OTHER DISCIPLINES DRAWINGS FOR EXTENTS OF BASE VERSUS BID WORK.

• CARPORT STRUCTURE AND VEHICULAR PAVING

• TWO STORAGE ROOMS WITH MECHANICAL, ELECTRICAL, & STRUCTURAL

SYSTEMS (MATERIAL STORAGE – 111, TOOL STORAGE – 110)

• PEDESTRIAN PAVING

2. BID OPTION 02: ROBISON HOUSE DEMOLITION

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED WITH DEMOLITION OF THE

EXISTING ROBISON HOUSE. REFER TO ARCHITECTURAL AND CIVIL DEMOLITION

PLANS FOR EXTENTS OF DEMOLITION. HOUSE WILL REMAIN OCCUPIED DURING

CONSTRUCTION OF NEW MAINTENANCE BUILDING. COORDINATE UTILITY CUTOFF

AND DISRUPTION WITH THE CONTRACTING OFFICER, PER SPECIFICATIONS.

3. BID OPTION 03: REMOVE POWER POLE

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED WITH REMOVING THE EXISTING

POWER POLE AND OVERHEAD LINE. REFER TO ELECTRICAL AND CIVIL DRAWINGS

FOR INFORMATION ON RELOCATION OF POWER LINE. COORDINATION WITH POWER

COMPANY REQUIRED PER SPECIFICATIONS.

4. BID OPTION 04: LINOLEUM FLOOR FINISH

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED WITH PROVIDING LINOLEUM FLOOR

FINISH. REFER TO ARCHITECTURAL FINISH PLANS FOR EXTENTS OF BASE VERSUS

BID WORK OF LINOLEUM FLOOR FINISH INSTALLATION.

5. BID OPTION 05: ARCHEOLOGY MONITORING

THIS ITEM CONSISTS OF ALL WORK ASSOCIATED ENGAGING AN ARCHEOLOGICAL

MONITOR TO REVIEW ALL SITE RELATED ACTIVITIES PER SPECIFICATIONS.

BID OPTIONS

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

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF5/2

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G001

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 2 82

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

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

7 G210 ASSEMBLIES

CIVIL

8 C010 EXISTING CONDITIONS

9 C100 STAGING PLAN

10 C200 TESC & DEMO PLAN

11 C300 SITE PLAN

12 C400 UTILITY PLAN

13 C500 GRADING PLAN

14 C600 CIVIL DETAILS

ARCHITECTURAL

15 AD01 ROBISON HOUSE DEMO PLANS - BID

OPTION 02

16 AD02 ROBISON HOUSE DEMO ELEVATIONS -

BID OPTION 02

17 A101 FLOOR PLAN

18 A102 ROOF PLAN

19 A111 REFLECTED CEILING PLAN

20 A121 FINISH PLAN & SCHEDULES

21 A200 EXTERIOR ELEVATIONS

22 A300 BUILDING SECTIONS

23 A310 WALL SECTIONS

24 A311 WALL SECTIONS

25 A400 ENLARGED PLANS & ELEVATIONS

26 A401 ENLARGED PLANS & ELEVATIONS

27 A500 DOOR SCHEDULE, TYPES

28 A501 DOOR DETAILS

29 A510 WINDOW SCHEDULE & DETAILS

30 A600 EXTERIOR DETAILS

31 A601 EXTERIOR DETAILS

32 A602 DETAILS

33 A603 INTERIOR DETAILS

STRUCTURAL

34 S001 GENERAL NOTES

35 S002 GENERAL NOTES

36 S003 ABBREVIATIONS & SYMBOLS

37 S100 FOUNDATION, EQUIP PLATFORM &

ROOF FRAMING PLANS

38 S501 SCHEDULES AND TYPICAL DETAILS

39 S502 FOUNDATION DETAILS

40 S503 FRAMING DETAILS

41 S504 FRAMING DETAILS

42 S505 FRAMING DETAILS

43 S510 TYPICAL COLD-FORMED STEEL DETAILS

44 S511 TYPICAL COLD-FORMED STEEL DETAILS

GENERAL ABBREVIATIONS

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

MECHANICAL

45 M001 MECHANICAL COVER SHEET

46 M002 MECHANICAL COMCHECK

47 M003 MECHANICAL COMCHECK

48 M004 MECHANICAL COMCHECK

49 M101 MECHANICAL PLANS

50 M501 MECHANICAL SCHEDULES

51 M502 MECHANICAL SCHEDULES

52 M601 MECHANICAL DETAILS

PLUMBING

53 P001 PLUMBING COVER SHEET

54 P101 WATER PLAN

55 P102 PLUMBING WASTE & VENT PLAN

56 P501 PLUMBING SCHEDULES

57 P601 PLUMBING DETAILS

ELECTRICAL

58 E000 ELECTRICAL COVER SHEET

59 E001 ELECTRICAL COVER SHEET

60 E100 ELECTRICAL SITE PLAN

61 E111 ELECTRICAL POWER PLAN

62 E211 ELECTRICAL LIGHTING PLAN

63 E600 ELECTRICAL ONE-LINE DIAGRAM

64 E610 ELECTRICAL DETAILS

65 E700 ELECTRICAL SCHEDULES

66 E710 ELECTRICAL PANEL SCHEDULES

67 E720 ELECTRICAL PANEL SCHEDULES

68 E800 ELECTRICAL LIGHTING SCHEDULES

69 E810 ELECTRICAL LIGHTING CONTROLS &

SCHEDULES

70 E900 ELECTRICAL LIGHTING COMPLIANCE

71 E901 ELECTRICAL LIGHTING COMPLIANCE

FIRE ALARM

72 FA111 FIRE ALARM PLAN

TECHNOLOGY

73 T000 TECHNOLOGY COVER SHEET

74 T001 TECHNOLOGY RESPONSIBILITY MATRIX

75 T100 TECHNOLOGY SITE PLAN

76 T101 TECHNOLOGY FLOOR PLAN

77 T110 TECHNOLOGY INFASTRUCTURE PLAN

78 T111 TECHNOLOGY CEILING PLAN

79 T400 ENLARGED TECHNOLOGY PLAN IT 103

80 T500 TECHNOLOGY SCHEDULES

81 T600 TECHNOLOGY DETAILS

82 T601 TECHNOLOGY DETAILS

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 2018 IECC

SEISMIC DESIGN CATEGORY: C

RISK CATEGORY: II

PROJECT DESCRIPTION

THE SCOPE OF THE PROJECT INCLUDES A <N> MAINTENANCE BUILDING AND SITE IMPROVEMENTS, INCLUDING NEW TRANSFORMER, WELL AND SEPTIC SYSTEM, AT MINIDOKA NATIONAL HISTORIC SITE. THE <N> BUILDING TO INCLUDE OFFICE, BREAK ROOM, RESTROOM WITH SHOWER, STORAGE AND WORKSHOP, WITH ASSOCIATED MEPT SYSTEMS. EXTERIOR STORAGE SPACES AND CARPORT ARE INCLUDED AS BID OPTION 01. THE <E> ROBISON

HOUSE ON THE SITE WILL BE DEMOLISHED AND BACK FILLED AS PART OF BID OPTION 02.

APPLICABLE CODES AND STANDARDS

2021 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2021 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

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)

+/- 2,261 SF (MAIN FLOOR) BASE BID

+/- 241 SF (MAIN FLOOR) BID OPTION 01B, F-1, S-1; TYPE VB 8,500 SF

+/- 2,502 SF (TOTAL PROPOSED AREA)

X < 5 b 2

F-1, S-1 OCCUPANCY GROUPTYPE 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

BUSINESS 8 OCC

INDUSTRIAL 5 OCC

STORAGE /MECH 4 OCC

TOTAL 17 OCC

EQUIPMENT PLATFORM

STORAGE/MECH 1 OCC

BUILDING TOTAL 18 OCCUPANTS

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 18 X .2" = 3.6" 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 = 18

REQUIRED NUMBER OF EXITS = 2

PROVIDED NUMBER OF EXITS = 3

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: 83'-2" / 2 = 41'-7"

EXIT SEPARATION PROVIDED: 67'-6"

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"

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. TWO 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 2

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

WATER CLOSETS:

BUSINESS OCCUPANCY: (8 TOTAL BUSINESS OCCUPANTS)

1 PER 25 FOR FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 = 0.32 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 = 0.32 + 0.01 + 0.04 = 0.37 (1)

1 WATER CLOSET PROVIDED (IN 1 SINGLE USER RESTROOM)

LAVATORIES:

BUSINESS OCCUPANCY: (8 TOTAL BUSINESS OCCUPANTS)

1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80 = 0.20 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 = 0.20 + 0.01 + 0.04 = 0.25 (1)

1 LAVATORY IS PROVIDED (IN 1 SINGLE USER RESTROOM)

DRINKING FOUNTAINS:

BUSINESS OCCUPANCY: (8 TOTAL BUSINESS OCCUPANTS)

1 PER 100 = 0.08 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: 0.08 + 0.05 + 0.004 = 0.134 (1)

2 DRINKING FOUNTAINS PROVIDED

SERVICE SINKS:

SERVICE SINKS REQUIRED = 1

SERVICE SINKS PROVIDED = 1

* PER IBC 2021 2902.2 EXCEPTIONS 4,5, SEPARATE FACILITIES PER GENDER NOT REQUIRED.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

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DATE:

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MINIDOKA NATIONAL HISTORIC SITE

187126

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CODE ANALYSIS

REFR.

D W

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 BID AND

BID OPTION 01 SCOPE OF WORK

WALL MOUNTED EXIT SIGNAGE

B

A

C

D

E

F

1 2 3

G

57' - 8" > 41'-7" EGRESS SEPARATION PROVIDED

FEC

FEC

FEC

TRAVEL DISTANCE:

ALLOWABLE:

56' - 6" 75'-0"

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32"

42"

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32"

36"

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32"

36"

TRAVEL D

IS

TANCE:

ALLOW

ABLE:

36' - 5"

100'-0

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

1,078

B

BUSINESS

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

F-1

SHOP

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

MECH/STORAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

S-1

STORAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

F-1

STORAGE

83' - 2" / 2 = 41' - 7" REQUIRED EGRESS SEPARATION

BI

D

OP

TI

ON

BA

SE

B

ID

OCCUPANT LOAD:

REQUIRED WIDTH:

CLEAR OPENING:

32" 68 1/4"

B

A

C

1 2

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

EQUIPMENT PLATFORM

AREA WITH LESS THAN 5 FT

CLEAR HEIGHT BEYOND

SHOP

BELOW

ACCESS PANEL DOOR

TO ACCESS EQUIPMENT

PLATFORM

110'-0 3/4"

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

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MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 4 82

CODE PLAN

80 168

SCALE OF FEET

SCALEG110 A

CODE PLAN - FIRST FLOOR1

SCALEG110 A

CODE PLAN - EQUIP PLATFORM (ABOVE)2

B

LD

G

N O

R T

H

B

A

C

D

E

F

1 2 3

G

CARPORT

MATERIAL

STORAGE

TOOL

STORAGE

EQUIPMENT

STORAGE

SHOP

FLEX

WORKSPACE

OFFICE

OFFICE

UTILITY

RR

BREAK ROOM

ROOF ABOVE

MAX 1.5% SLOPEBI

D

OP

TI

ON

BA

SE

B

ID

ABA PUSH

BUTTON

ABA PUSH

BUTTON

BOUNDARY

OF BASE BID

CONCRETE

RE: CIVIL

ACCESSIBLE VAN PARKING STALL

5' -0

6"

12"

9"

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

FRONT

VIEW

SIDE

VIEW

FRONT

VIEW

SIDE

VIEW

(4 0"

M

IN

(4

8" M

AX

SIDE

VIEW

FRONT VIEW

WALL

MOUNTED

SINK

" M

IN

MI

RR

OR

3'-

4"

(4 0"

M

AX

RI

M

OF

S

IN

K

BO

TT

OM

O

F

MI

RR

OR

RI

M

OF

S

IN

K

3'- 4"

" M

AX

" M

IN

ACCESSIBLE WALL

MOUNTED LAVATORY

PR

OV

ID

E

UN

DE

R

LA

VA

TO

RY

P

LU

MB

IN

G

PR

OT

EC

TI

ON

TOILET TISSUE

DISPENSER

TOWEL DISP. & WASTE

RECEPTACLE

MIN

1'-3"MAX

5"

MAX

5"

MIN

1'-3"

SIDE

VIEW

FRONT

VIEW

ACCESSIBLE WALL MOUNTED

DRINKING FOUNTAIN

" M

AX

ACCESSIBLE WALL GRAB

BARS

PROTRUDING DISPENSER

BELOW GRAB BAR

1. ALL ACCESSIBLE FIXTURES AND ACCESSORIES SHALL BE MOUNTED IN

ACCORDANCE WITH ABAAS.

2. ALL LAVATORIES SHALL HAVE UNDERLAVATORY PROTECTION.

3. ALL FAUCETS SHALL BE ICC/ANSI A117.1 CERTIFIED

4. ALL DOOR AND WINDOW HARDWARE TO BE INSTALLED WITHIN ABAAS REACH

RANGE.

5. ALL THRESHOLDS (CHANGE IN MATERIAL, DOORS, ETC) TO MEET ABAAS MAX

ALLOWABLE HEIGHT AND SLOPE. RE: ABAAS SECTION 303.

* = PREFERRED MOUNTING HEIGHT

MA

X

3'- 0"

SIDE

VIEW

FRONT VIEW

TOP OF SEAT

AUTOMATIC FLUSH

VALVE

(1 7"

M

IN

(1

9" M

AX

MAX

1'-0"42" MIN

2'-

(3

3" M

IN

(3 6"

M

AX

KEEP 1 1/2" AREA

BELOW BAR CLEAR

MIN

1'-0"

MIN

2'-0"

2'-

(3 3"

M

IN

(3

6" M

AX

3'-0"MIN 54" MIN

1'- 6"

ACCESSIBLE FLOOR

MOUNTED TANK

GENERAL NOTES

2'-6"MIN

3'-6"MAX

SIDE

VIEW

FRONT

VIEW

SIDE

VIEW

FRONT

VIEW

STANDARD WALL MOUNTED

COAT HOOK

ACCESSIBLE WALL

MOUNTED COAT HOOK

HO

LD

2'- 3"

ACCESSIBLE ROLL-IN SHOWER WALL

MOUNTED GRAB BAR AND CONTROLS

5'- 0"

" M

AX

" M

IN

SIDE

VIEW

FRONT

VIEW

(3 3"

M

IN

(3

6" M

AX

1/

2" M

IN

4'- 0"

MA

X

TO

P

OF

C

ON

TR

OL

MAX

6"

MAX

6"

2'-

MAX

6"

2'-

3'- 2"

MI

N

(3 4"

M

AX

MI

N

1'- 3"

1 1 /2"

7"-9"

PROTRUDING

DISPENSER AREA

CONTROLS

MOUNTING AREA

ACCESSIBLE ROUTE 32" WIDE

INACCESSIBLE AREA / AREA EXCLUDED FROM

ACCESSIBILITY REQUIREMENTS

LEGEND

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

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5/2 2/2

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MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 5 82

ACCESSIBILITY

80 168

SCALE OF FEET

SCALEG120 A

ACCESSIBILITY PLAN1

B

LD

G

N O

R

ENERGY CODE ANALYSIS

APPLICABLE CODE: 2018 IECC

COMPLIANCE PATH: PRESCRIPTIVE PATH, R-VALUE METHOD

CODE SECTION

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

TABLE C402.1.3 OPAQUE THERMAL ENVELOPE MINIMUM R-VALUE

ASSEMBLY REQUIRED PROVIDED

ROOF - INSULATION ABOVE DECK R-30 R-30

WALL - METAL FRAME R-13 + R-7.5 CI R-24 + R-8.4 CI

UNHEATED SLAB ON GRADE R-10 FOR 24" BELOW* R-10 FOR 24" BELOW

NON-SWINGING OPAQUE DOORS (GARAGE DOORS) R-4.75 R-17

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

INSTALLATION CONFIGURATIONS.

REFER TO ASSEMBLIES FOR ACTUAL THERMAL VALUES.

TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR

FIXED FENESTRATION 0.38

OPERABLE FENESTRATION 0.45

DOOR ENTRANCES 0.77

TABLE C402.4 FENESTRATION MAX SHGC REQUIREMENT

FENESTRATION U-FACTOR MAXIMUM SHGC

ORIENTATION SEW N

PF<0.2 0.38 0.51

0.2<PF<0.5 0.46 0.56

0.5<0.5 0.61 0.61

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

C402.5.1 AIR BARRIERS: CONTINUOUS AIR BARRIER TO BE PROVIDED, REFER TO ASSEMBLIES AND DETAILS FOR

MORE INFORMATION

C406 ADDITIONAL EFFICIENCY PACKAGE: REDUCED LIGHTING POWER IN ACCORDANCE WITH SECTION C406.3

FLEX

WORKSPACE

THERMAL ENVELOPE

TOOL

STORAGE

THERMAL ENVELOPE

CARPORT

SHOP

EQUIPMENT

STORAGE

CARPORT

EQUIPMENT

PLATFORM

UTILITY

RR

BREAK ROOM

THERMAL ENVELOPE

SHOP

THERMAL ENVELOPE

G200

G200

G200

G200

G200

G200

G200

G200

THERMAL ENVELOPE

THERMAL ENVELOPE

EXTENDS TO INCLUDE

THIS WALL FOR BASE BID

BI

D

OP

TI

ON

BA

SE

B

ID

EXTENT OF HORIZONTAL

INSULATION BELOW SLAB

SHOWN WITH DIAGONAL HATCH

MIN

2'-0"SHOP

TOOL

STORAGE

UTILITY

OFFICE

OFFICE

FLEX

WORKSPACE

MATERIAL

STORAGE

IT

EQUIPMENT

STORAGE

BREAK ROOM

HALL

104RR

CARPORT

DUCT

COLLECTION

ENCLOSURE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: B

SCALE: A

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MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 6 82

ENERGY ANALYSIS

SCALEG200 B

EW AT CARPORT - THERMAL ENVELOPE5

SCALEG200 B

NS AT OPEN OFFICE - THERMAL ENVELOPE2

SCALEG200 B

EW AT SHOP - THERMAL ENVELOPE4

SCALEG200 B

NS AT EQUIPMENT PLATFORM - THERMAL ENVELOPE3

100 2010

SCALE OF FEET

SCALEG200

THERMAL ENVELOPE KEY PLAN1

A

B

LD

G

N O

R T

H

40 8 2010

SCALE OF FEET

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

5/8" GYPSUM BOARD

CLCL 1'-4"

3 5/8'' METAL RUNNER CHANNEL BEYOND

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

5/8" GYPSUM BOARD

CLCL 1'-4" 5/8" GYPSUM BOARD

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

5/8" GYPSUM BOARD

CLCL 1'-4" 5/8" GYPSUM BOARD

FULL DEPTH ACCOUSTIC INSULATION

X3.01

X3.02

X3.03

X6.03

X6.04

6'' METAL STUD AT 16" OC

5/8" GYPSUM BOARD

CLCL 1'-4"

5/8" GYPSUM BOARD

FULL DEPTH ACCOUSTIC INSULATION

6'' METAL STUD AT 16" OC

5/8" TYPE "X" IMPACT RESISTANT GYPSUM BOARD

CLCL 1'-4"

5/8" TYPE "X" IMPACT RESISTANT GYPSUM BOARD

FULL DEPTH ACCOUSTIC INSULATION

INTERIOR PARTITIONS

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

CLCL 1'-4"

5/8" GYPSUM BOARD

FULL DEPTH ACCOUSTIC INSULATION

X3.04

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

5/8" GYPSUM BOARD

INTERIOR

EXTERIOR

EXTERIOR ASSEMBLIES

1-HOUR FIRE RATED WALL

UL DESIGN NO. U419

NOTE: PROVIDE 5/8" MOISTURE RESISTANCE GYP IN ALL WET LOCATIONS AND 5/8" CTBB AT ALL LOCATIONS OF TILE INSTALLATION.

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

5 1 /2"

1/2

2"

1'- 2 1

1/1 6"

?R-1

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, 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/

2" CONTINUOUS MINERAL WOOL BOARD INSULATION

(MIN R-8.4)

CONTINUOUS WEATHER BARRIER INSTALLED AS AIR BARRIER

5/8" GYPSUM BOARD EXTERIOR SHEATHING

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

CAVITY WITH MINERAL WOOL BATT INSULATION (MIN R-24)

5/8" IMPACT RESISTANT GYPSUM WALL BOARD WITH MINIMUM

LEVEL 2 FINISH AND LATEX PAINT TO SERVE AS CLASS III VAPOR

RETARDER

EXTERIOR

INTERIOR

1/

STEEL PLATE AT SHEAR WALLS, RE: STRUCT FOR LOCATIONS

STEEL PLATE AT SHEAR WALLS, RE: STRUCT FOR LOCATIONS

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

?W-1

?W-2

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

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NM / CM

EH / CR

05/23/2024 7 82

ASSEMBLIES

12012 6

SCALE OF INCHES

FOFO

FO

FO

FO

FO

FO

FO

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

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C010

EXISTING

CONDITIONS

05-20-24

FOFO

FO

FO

FO

FO

FO

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

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C100

STAGING PLAN

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

05/23/2024

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C200

TESC & DEMO

PLAN

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

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C300

SITE PLAN

2''W 2''W

2''W

2''W

2''W

2''W

2''W

FO FO FO FO FO FO FO

FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

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

05/23/2024

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187126

C400

UTILITY PLAN

RD

RD

RD

RD

RD

FO

FO

FO

FO

FO

FO

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

05/23/2024

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C500

GRADING PLAN

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

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314972

187126

C600

CIVIL

DETAILS

WT. 185#

(2) CONCRETE LIDS

24" DIA x 5 1/2" THICK.8T cable Loop

LIFT LOOP

4'-0"

8'-10"

VAULT

WT. 3,105#

LID

8'-0"

5"

5'-11"

4'-11 1/2"

LIFTING INSERTS

6"

LIFTING INSERTS

7"

WT. 10,880#

OUTLET

INLET

SECTION VIEW

PLAN VIEW

AA

INLET

OUTLET

AD02

AD02

AD02

AD02

+/- 40'-0 1/4"

- 3

5' -1

/4

+/- 8'-9 1/4" +/- 16'-11" +/- 14'-2 1/4"

- 3

6' -1

1/

2"

AD02

AD02

AD02

AD02

- 3

5' -6

/4

+/- 8'-9 1/4" +/- 16'-8 1/2" +/- 14'-7 1/4"

- 3

6' -3

/2

- 2

4' -4

/4

+/- 20'-2 3/4" +/- 16'-0 1/2" +/- 33'-10 3/4"

- 8

'-9

/4

- 5

'-1

1/ 2"

+/- 20'-2 3/4" +/- 9'-10"

+/- 70'-2"

- 5

1' -1

1/

2"

+/- 40'-5 1/4"

GENERAL NOTES

1. REMOVE <E> UTILITIES, MECHANICAL/ELECTRICAL EQUIPMENT. REFER TO

INDIVIDUAL DISCIPLINES FOR FULL SCOPE OF WORK.

2. VERIFY ALL DIMENSIONS IN FIELD.

3. DEMO ENTIRE EXISTING WOOD FRAME STRUCTURE, INCLUDING CENTER BRICK

CHIMNEY, ASPHALT SHINGLE ROOFING, INTERIOR FINISHES, WOOD SIDING,

FIBERGLASS, WINDOWS, DOORS, AND MEP EQUIPMENT. RE: CIVIL FOR

EXTENTS OF CONCRETE FOUNDATION AND BASEMENT FLOOR DEMOLITION.

BACKFILL AND RE-COMPACT GRADE.

4. REFER TO CIVIL FOR SCOPE OF DEMOLITION OF THE FOUNDATION, SEPTIC

SYSTEM AND OTHER SITE ELEMENTS.

5. REVEGETATION BY PARK.

6. ANCILLARY SHED WEST OF ROBISON HOUSE GARAGE, MATERIAL STOCKPILES,

SHOP EQUIPMENT AND FURNITURE TO BE RETAINED AND MOVED BY NPS

PRIOR TO START OF CONSTRUCTION.

7. RE: 2010 ACM REPORT PROVIDED BY NPS. HAZARDOUS MATERIAL EVALUATION

TO BE CONDUCTED BY CONTRACTOR PRIOR TO DEMOLITION.

LEGEND

<E> DOOR AND FRAME TO BE REMOVED

<E> WALL TO BE REMOVED

<E> ELEMENT TO BE REMOVED

<E> WALKWAY TO BE REMOVED

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/2 2/2

4 1

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AD01

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MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 15 82

ROBISON HOUSE

DEMO PLANS - BID

OPTION 02

80 168

SCALE OF FEET

SCALEAD01

BASEMENT1

ASCALEAD01

FIRST FLOOR OVERALL2

A

B

LD

G

N O

R T

HFROM NORTHFROM SOUTHEAST FROM WEST

(ANDERSON HALLAS, JUNE 2022)

NOTE: CONDITIONS SHOWN IN THE PHOTOS

ABOVE ARE NOT CURRENT. CONDITIONS ON

SITE MAY HAVE HAVE CHANGED.

FROM SOUTH FROM NORTHWEST

FIRST FLOOR

100'-0"

BASEMENT

92'-2 3/4"

- 3

'-4

/4

- 1

5' -4

- 2

'-1

1/ 4"

- 2

1' -7

- 4 '-1

1"

- 4

'-4

/4

- 9

'-0

/4

- 1

3' -5

FIRST FLOOR

100'-0"

BASEMENT

92'-2 3/4"

- 3

'-7

/4

- 4

'-5

/4

- 7

'-3

/4

- 7

'-9

/4

- 3

'-4

/2

- 2

3' -1

/4

FIRST FLOOR

100'-0"

BASEMENT

92'-2 3/4"

- 6

'-9

/4

- 1

6' -2

/4

- 3 '-4

/4

- 2

6' -5

/2

FIRST FLOOR

100'-0"

BASEMENT

92'-2 3/4"

- 3

'-4

/2

- 8

'-0

/2

- 8

'-2

/4

- 6

'-1

1/ 4"

- 2

6' -6

GENERAL NOTES

1. REMOVE <E> UTILITIES, MECHANICAL/ELECTRICAL EQUIPMENT. REFER TO

INDIVIDUAL DISCIPLINES FOR FULL SCOPE OF WORK.

2. VERIFY ALL DIMENSIONS IN FIELD.

3. DEMO ENTIRE EXISTING WOOD FRAME STRUCTURE, INCLUDING CENTER BRICK

CHIMNEY, ASPHALT SHINGLE ROOFING, INTERIOR FINISHES, WOOD SIDING,

FIBERGLASS, WINDOWS, DOORS, AND MEP EQUIPMENT. RE: CIVIL FOR

EXTENTS OF CONCRETE FOUNDATION AND BASEMENT FLOOR DEMOLITION.

BACKFILL AND RE-COMPACT GRADE.

4. REFER TO CIVIL FOR SCOPE OF DEMOLITION OF THE FOUNDATION, SEPTIC

SYSTEM AND OTHER SITE ELEMENTS.

5. REVEGETATION BY PARK.

6. ANCILLARY SHED WEST OF ROBISON HOUSE GARAGE, MATERIAL STOCKPILES,

SHOP EQUIPMENT AND FURNITURE TO BE RETAINED AND MOVED BY NPS

PRIOR TO START OF CONSTRUCTION.

7. RE: 2010 ACM REPORT PROVIDED BY NPS. HAZARDOUS MATERIAL EVALUATION

TO BE CONDUCTED BY CONTRACTOR PRIOR TO DEMOLITION.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/2 2/2

4 1

1:1 8:4

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AD02

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 16 82

ROBISON HOUSE

DEMO ELEVATIONS -

BID OPTION 02

80 168

SCALE OF FEET

SCALEAD02 A

ELEVATION - SOUTH1

SCALEAD02 A

ELEVATION - WEST3

SCALEAD02 A

ELEVATION - NORTH2

SCALEAD02 A

ELEVATION - EAST4

A

A

A

A

UTILITY

SHOP

TOOL

STORAGE

OFFICE

3'- 5"

OFFICE

FLEX

WORKSPACE

B

A

C

D

E

F

1 2 3

MATERIAL

STORAGE

IT

CLEAR

4'-6"

EQUIPMENT

STORAGE

RR

A300

A300

A300

A300

57'-6"

CARPORT

BREAK ROOM

HALL

STR

2'- 4"

A300

A300

A300

A300

03.01

26.01

05.01

05.01

22.04

22.04

G

'-7

1/ 4"

2'-6 1/8"1 A400

A401

A310

W-1 W-1

W-1

W-1

W-2

W-2

W-1

W-2

A311

A311 3.03

3.03

3.03

6.03

3.03

A401

C1C1 F1

C1

F1

C1

F1

F1C1C1

<N> GRAVEL DRIVE

RE: CIVIL

G109

G108

109B

109A

C2

C2

C1

10.04

6.04

3.02

32.04

03.01

5'- 3 3

/4"

2'-

1/ 4"

CL 4'-2"

C L C L

3'- 4"

4'- 6"

C L C L

3'- 6"

4'- 6"

CL3'-9"

C L 9'-

8"

A510

A501

A601

A601

100'-0"

100'-0"

100'-0"

100'-0"

100'-0"

BOUNDARY

OF BASE BID

CONCRETE

RE: CIVIL

A603

BI

D

OP

TI

ON

BA

SE

B

ID

FOR BASE BID

EXTEND WALL W-2

10.12

1/

2"

07.06 07.03

6.04

6.04

6.04

3.03

3.04

3.03

3.033.03

3.03

05.01

26.02

32.05

RE: STRUCT

CLCL 3'-10"

2'-9"

'-1

0"

'-8

1/ 4"

5'- 5 1

/2"

CLCLCL

4'-0" 9'-1" 4'-2"

8'-4 3/4" 10'-4 1/2"

'-3

1/ 8"

'-6

17'-4 7/8"9'-5 1/8"

07.09

07.09

07.09

26.07

11.04

10.03

10.02

08.06

08.06

22.04

105S

W-2

W-1

32.04

3'- 8"

05.06

GENERAL NOTES

1. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION.

2. REFER TO STRUC, MECH, ELEC, PLUMB, AND CIVIL DRAWINGS FOR FULL SCOPE

OF THE WORK.

3. FF: 100'-0" = USGS 3961.35, REFER TO C500.

4. REFER TO SHEET G210 FOR ASSEMBLY INFORMATION.

B

C

A311

EQUIPMENT

PLATFORM

10'-0 3/4"

08.01

23.03

SHOP

BELOW

1'- 7"

14'-2 3/4"

A602

2'-9"

6.04

23.0323.03

6.04

6.03

LEGEND

PROVIDE 1/2" PLYWOOD SURFACE OVER METAL

DECK, RE: STRUCT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/2 2/2

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A101

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 17 82

FLOOR PLAN

SCALEA101

FLOOR PLAN1

A

40 8 124

SCALE OF FEET

KEYNOTES

03.01 CONCRETE APRON AND SIDEWALK RE: CIVIL & STRUCT

05.01 BID OPTION 01: HSS STEEL COLUMN, PAINT FINISH, RE: STRUCT

05.06 CORRUGATED METAL ENCLOSURE FOR DUST COLLECTION SYSTEM, FINISH TO MATCH SIDING

07.03 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF

07.06 SPLASH BLOCK RE: CIVIL

07.09 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF. RE: CIVIL FOR CONNECTION

08.01 48" X 34" ACCESS PANEL TO EQUIPMENT PLATFORM 1 HR RATED

08.06 6" X 6" ACCESS PANEL AT HOSE BIB FOR MAINTENANCE

10.02 FIRE EXTINGUISHER IN SEMI-RECESSED CABINET

10.03 FIRE EXTINGUISHER IN FULLY-RECESSED CABINET

10.04 FIRE EXTINGUISHER IN EXTERIOR RATED SURFACE MOUNT CABINET

10.12 CORNER GUARD

11.04 CASEWORK & SOLID SURFACE COUNTER TOP & BACKSPLASH. PROVIDE ACCESS HOLES IN COUNTERTOP

FOR CONCEALING WIRING WITHIN CABINETRY, COORDINATE WITH CO. RE: ELEC/TECH.

22.04 WALL HYDRANT, RE: PLUMB. MOUNT AT 20" ABOVE FINISH GRADE

23.03 MECHANICAL EQUIPMENT, RE: MECH

26.01 ELECTRICAL EQUIPMENT, RE: ELEC

26.02 VEHICULAR CHARGING, RE: ELEC

26.07 ABAAS PUSH BUTTON MOUNTED WITH CENTERLINE AT 40" AFF, RE: ELEC

32.04 CONCRETE EQUIPMENT PADS RE: CIVIL

32.05 CONCRETE PAD RE: STRUCT

SCALEA101

EQUIPMENT PLATFORM - ENLARGED PLAN2

A

B

LD

G

N O

R

A

A

A

A

B

A

C

D

E

F

1 2 3

6" / 12" 6" / 12"4" / 12"

34'-0"

61'-8"

'-0

1/ 4"

'-9

1/ 4"

'-6

1/ 4"

'-9

1/ 4"

'-6

07.01

07.01

05.04

G

A311

R-1

R-1

R-1

R-1R-1

22.07

BI

D

OP

TI

ON

BA

SE

B

ID

07.02

07.02

A601

4" / 12"

05.07

A602

'-1

0 3 /8"

27'-2"

07.09

A600

07.09

07.03

11.16

11.16

GENERAL NOTES

1. REFER TO STRUC, MECH, ELEC, PLUMB, AND CIVIL DRAWINGS FOR FULL SCOPE

OF THE WORK.

2. REFER TO SHEET G210 FOR ASSEMBLY INFORMATION.

SCALEA102

ROOF PLAN1

A

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/2 2/2

4 1

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A102

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 18 82

ROOF PLAN

40 8 124

SCALE OF FEET

KEYNOTES

05.04 CORRUGATED METAL PANEL ENTRY CANOPY, FINISH TO MATCH SIDING

05.07 CORRUGATED METAL ROOF OVER DUST COLLECTION ENCLOSURE.

07.01 SNOW GUARDS. LENGTH AND ATTACHMENT TO ROOF PER ENGINEERED

SHOP DRAWINGS, RE: SPECIFICATIONS

07.02 PREFINISHED HALF-ROUND GUTTER AND DOWNSPOUT, FINISH TO MATCH

STANDING SEAM ROOF

07.03 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF

07.09 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF. RE:

CIVIL FOR CONNECTION

11.16 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

22.07 ROOF VENT, RE: PLUMB AND DETAILS FOR PENETRATION THROUGH ROOF

B

LD

G

N O

R

A

A

A

B

A

C

D

E

F

1 2 3

BREAK ROOM

OFFICE

OFFICE

FLEX

WORKSPACE

HALL

IT

RR

UTILITY

SHOP

EQUIPMENT

STORAGE

TOOL

STORAGE

MATERIAL

STORAGE

4"

4"

8'-6"

GYP

8'-6"

GYP

8'-6"

GYP

8'-6"

GYP

8'-6"

GYP

9'-0"

EQ EQ

9'- 0"

9'- 0"

G

3'- 0"

9'- 0"

9'- 0"

3'- 0"

4'-6" 4'-6"

C L 2'-

0"

C L

6'- 0"

6'- 0"

6'- 0"

CL

EQ

EQ

CL

EQ EQ

CLCL

6'-2"

C L C L

4'- 6"

4'- 6"

TY

P

1'- 6"

TYP

1'-6"

4'-6"

07.02 6'-6"1'-5 3/4"

1'- 6"

05.04

08.02

08.02

C L

EQ

EQ

C L

EQ

EQ

C L 3'-

5"

CLCL

1'-4"

4'-8"

9'- 0"

CL

11'-10"

C L

EQ

EQ

CLCL 8'-0"CL6'-0"

EQ

EQ

CL

EQ EQ

CLEQ EQ

EQ

EQ

EQ

EQ

OP

TI

ON

BA

SE

S

CO

PE

A602

G109

G108

+/-10'-0"

-1

0'- 0"

+/-10'-0"

-1

0'- 0"

11'-8"

SF-1

CLEQ EQ

C L 1'-

3"

OTS

VARIES

OTS

VARIES

OTS

VARIES

OTS

VARIES

OTS

VARIES

3'- 6"

6'- 0"

2'-0"

GYP

VARIES

08.03

CLCL

2'-6" 5'-5" 2'-6"

8'-6"

GYP

05.09

05.09

05.09

05.09

4'- 9"

6'-3"

07.09

07.09

07.03

07.05

08.07

08.07

08.01

4'-

4'-

RCP GENERAL NOTES

1.

2.

3.

4.

ALL EXPOSED MECHANICAL DUCTWORK SHALL BE GALVANIZED FINISH, TYP.

ALL EXPOSED ELECTRICAL CONDUIT SHALL BE GALVANIZED FINISH, TYP.

COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND

TECHNOLOGY DRAWINGS FOR LOCATIONS OF CEILING FIXTURES.

OTHER DISCIPLINES SHOWN FOR REFERENCE ONLY. REFER TO EACH DISCIPLINE

FOR FULL CONSTRUCTION DOCUMENTATION.

LEGEND

PT 2 & 3 GWB CEILING, RE: FINISH

SCHEDULE

SF-1 METAL PANEL SOFFIT

RETURN DUCT REF MECH

SUPPLY DUCT RE: MECH

ELECTRICAL HEATERS RE:

ELECTRICAL

WAP RE: TECH

LINEAR FIXTURE, RE: ELEC

SUSPENDED PENDANT, RE: ELEC

RECESSED DOWNLIGHT, RE: ELEC

WALL SCONCE, FIXTURE TYPE VARIES,

RE: ELEC

WALL SCONCE, FIXTURE TYPE VARIES,

RE: ELEC

ORIENTATION OF PANELS VARIES,

RE: DRAWING

UNDERCABINET LINEAR FIXTURE, RE: ELEC

CEILING ACCESS PANEL

CORRUGATED METAL

ROOF

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

1/2 9/2

5 1

1:3 9:1

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v2 4.r vt

A111

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 19 82

REFLECTED CEILING

PLAN

40 8 124

SCALE OF FEET

SCALEA111 A

REFLECTED CEILING PLAN1

KEYNOTES

05.04 CORRUGATED METAL PANEL ENTRY CANOPY, FINISH TO MATCH SIDING

05.09 TERMINATE METAL STUD PARTITION FRAMING ABOVE CEILING

07.02 PREFINISHED HALF-ROUND GUTTER AND DOWNSPOUT, FINISH TO MATCH

STANDING SEAM ROOF

07.03 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF

07.05 PROVIDE TYPICAL ROOF OVERHANG IF OPTION 01 IS NOT CHOSEN. RE:

DETAIL 2/A601

07.09 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF. RE:

CIVIL FOR CONNECTION

08.01 48" X 34" ACCESS PANEL TO EQUIPMENT PLATFORM 1 HR RATED

08.02 OVERHEAD DOOR CLEARANCE

08.03 24" X 24" SOFFIT ACCESS PANEL. MATCH ADJACENT SOFFIT COLOR.

COORDINATE LOCATION WITH TRUSSES. RE: STRUCT FOR BLOCKING

REQUIREMENTS

08.07 12" X 12" CEILING ACCESS PANEL. COORDINATE WITH CEILING FRAMING

B

LD

G

N O

R

OFFICE

OFFICE

CS

BREAK ROOM

HALL

IT

RR

UTILITY

SHOP

EQUIPMENT

STORAGE

CARPORT

MATERIAL

STORAGE

TOOL

STORAGE

FLEX

WORKSPACE

CS

CS

CS

CT-1

CS

CS

CS

CS

CS

W P

-1

LN-2

SS-1

RB-1

RB-1

RB-1

RB-1

RB-1

RB-1

RB-1

W D

-1

S S

-1

LM LM

LM

LN-2

BI

D

OP

TI

ON

BA

SE

B

ID

CS

CS

TB

BOUNDARY

OF BASE BID

CONCRETE

RE: CIVIL

A

LI

G N

A

LI

G N

ALIGN

ALIGN

ALIGN

ALIGN

INTERIOR FINISH SCHEDULE

DESCRIPTION NOTE

CT-1 CERAMIC TILE, FLOOR 12X12

CT-2 CERAMIC TILE, WALL 4X4, WAINSCOT INSTALL TO 4FT AFF

TB TILE BASE 4X4 COVE BASE

PT-1 WALL PAINT, TYP

PT-2 CEILING PAINT, TYP

PT-3 PAINT, DAMP AREAS

PT-4 DOOR AND WINDOW TRIM PAINT

LN-1 LINOLEUM FLOORING BID OPTION 04 ONLY. ASSUME CS AS BASE BID

LN-2 LINOLEUM WALL PANEL WAINSCOT INSTALL TO 4FT AFF

WP-1 PEGBOARD WALL PANEL 4' X 8'

CS SEALED CONCRETE

RB-1 RUBBER BASE 4 IN

WD-1 BUTCHERBLOCK SURFACE SHOP WORK BENCH WITH (X2) LOWER SHELVES

WD-2 WOOD PLYWOOD DECK

LM WOOD VENEER

SS-1 SOLID SURFACE COUNTERTOP AND BACKSPLASH

SS-2 SOLID SURFACE SHOWER SURROUND

OTS OPEN TO STRUCTURE

INSTALL ABOVE BUILT-IN WORK BENCH AT 36" AFF. INSTALL BLOCKING.

PROVIDE AN ASSORTMENT OF HEAVY DUTY WELDED GALVANIZED STEEL

ROD PEG HOOKS IN A VARIETY OF SIZES AS SELECTED BY THE

CONTRACTING OFFICER FROM MANUFACTURER'S STANDARD SIZES.

ASSUME 50 STANDARD ACCESSORIES.

LEGEND

CT-1

LN-1 / CS

NOTE: PROVIDE CS AS BASE

BID, LN-1 AS BID OPTION 04

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, RE: FINISH

SCHEDULE.

4. BASIS OF DESIGN (BOD) PROVIDED FOR REFERENCE. REFER TO

SPECIFICATIONS FOR FULL PERFORMANCE REQUIREMENTS.

CS

THRESHOLD TRANSITION STRIP

FURNITURE/EQUIPMENT TO BE

PROVIDED BY PARK.

CONTROL JOINTS SHOWN WITH

GRAY LINES. PROVIDE AT A

MAXIMUM SPACING OF 12' RE:

STRUCT

ELEVATION CHANGE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

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5/2 2/2

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MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 20 82

FINISH PLAN &

SCHEDULES

40 8 124

SCALE OF FEET

SCALEA121 A

FINISH PLAN1

ROOM ROOM NAME

FLOOR WALL

BASE

WALL

CEILINGMATERIAL PRIMARY SECONDARY

100 FLEX WORKSPACE CS RB-1 PT-1 PT-2

101 OFFICE CS RB-1 PT-1 PT-2

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

103 IT CS RB-1 PT-1 PT-2

104 HALL CS RB-1 PT-1 PT-2

105 BREAK ROOM CS RB-1 PT-1 PT-2

106 RR CT-1 TB CT-2 PT-3 PT-3

107 UTILITY CS RB-1 LN-2 PT-3 OTS

108 SHOP CS - PT-3 LN-2 OTS

109 EQUIPMENT STORAGE CS - PT-3 OTS

110 TOOL STORAGE CS - PT-3 OTS

111 MATERIAL STORAGE CS - PT-3 OTS

200 EQUIPMENT PLATFORM WD-2 - - OTS

B

LD

G

N O

R T

ROOM SCHEDULE

B ACDEF

6" / 12"TYP

'-5

05.01 05.01

G

111 110 G109 G108

F1 C1 F1 C1

BASE BIDBID OPTION 01 07.0207.02

07.0407.05

07.09 07.09 07.0307.06

11.1607.0107.10

9'- 4"

FIRST FLOOR

100'-0"

1 2 3

6" / 12"

'-5

" 4" / 1 2"

T.

O.

W

AL

L 8'-

0"

07.01

05.0110.04

F1

109A

C1 C1

'-8

1/ 4"

07.04

07.04

07.07

22.04 22.04

23.02

11.16

TO

U

ND

ER

SI

DE

OF

S

OF

FI

T

FIRST FLOOR

100'-0"

BA C D E F

6" / 12"

05.04

23.02

23.02

G

23.02

C2 26.0126.01

BASE BID BID OPTION 01

22.07

07.04

07.04

05.06

05.07

22.04

23.04

23.02

23.05

11.16

9'- 4"

'-5

26.0126.01

07.05

FIRST FLOOR

100'-0"

4" / 12"

05.04

23.02

F1 C1 C2 C1C1 23.0123.01

22.07

8'- 6"

05.07

05.06

07.04

07.04

11.16

'-4

'-1 1"

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

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/2 2/2

4 1

1:1 8:5

1 A M

Au tod es k D oc s:/

/20

-3

N

PS

M

IIN

R eh ab D

D-

CD

/20

0 N

PS

M

IIN

- v

.rv t

A200

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 21 82

EXTERIOR

ELEVATIONS

SCALEA200 A

ELEVATION - EAST1

SCALEA200 A

ELEVATION - SOUTH3

SCALEA200 A

ELEVATION - WEST2

SCALEA200 A

ELEVATION - NORTH4

80 168

SCALE OF FEET

KEYNOTES

05.01 BID OPTION 01: HSS STEEL COLUMN, PAINT FINISH, RE: STRUCT

05.04 CORRUGATED METAL PANEL ENTRY CANOPY, FINISH TO MATCH SIDING

05.06 CORRUGATED METAL ENCLOSURE FOR DUST COLLECTION SYSTEM, FINISH

TO MATCH SIDING

05.07 CORRUGATED METAL ROOF OVER DUST COLLECTION ENCLOSURE.

07.01 SNOW GUARDS. LENGTH AND ATTACHMENT TO ROOF PER ENGINEERED

SHOP DRAWINGS, RE: SPECIFICATIONS

07.02 PREFINISHED HALF-ROUND GUTTER AND DOWNSPOUT, FINISH TO MATCH

STANDING SEAM ROOF

07.03 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF

07.04 PREFINISHED METAL FLASHING, FINISH TO MATCH STANDING SEAM ROOF

07.05 PROVIDE TYPICAL ROOF OVERHANG IF BID OPTION 01 IS NOT CHOSEN. RE:

DETAIL 2/A601

07.06 SPLASH BLOCK RE: CIVIL

07.07 PROVIDE PREFINISHED METAL DIAGONAL BRACING AS REQUIRED TO

SUPPORT DIAGONAL SPAN OF DOWNSPOUT, TYPICAL AT 2 LOCATIONS

07.09 PREFINISHED DOWNSPOUT, FINISH TO MATCH STANDING SEAM ROOF. RE:

CIVIL FOR CONNECTION

07.10 SNOW GUARD TO EXTEND WITH BID OPTION 01

10.04 FIRE EXTINGUISHER IN EXTERIOR RATED SURFACE MOUNT CABINET

11.16 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

22.04 WALL HYDRANT, RE: PLUMB. MOUNT AT 20" ABOVE FINISH GRADE

22.07 ROOF VENT, RE: PLUMB AND DETAILS FOR PENETRATION THROUGH ROOF

23.01 CONDENSING UNITS ON CONCRETE PADS, RE: MECH

23.02 PREFINISHED METAL LOUVER, RE: MECH

23.04 DRYER VENT CAP, RE: MECH

23.05 EXHAUST FAN HOOD, RE: MECH

26.01 ELECTRICAL EQUIPMENT, RE: ELEC

EQUIP PLATFORM

110'-0"

1 2 3

A300

A300

A310

A310

C1 C1 F1 100108

C1

R-1

W-2

SHOP

08.01

10.0222.02

A602

A601

22.03

FIRST FLOOR

100'-0"

1 2 3

A300

A300

A310

'-5

3/

CARPORT

10.04 109A

R-1

C1 C1 F1

W-2

W-1

MATERIAL

STORAGE

A601

08.03

FIRST FLOOR

100'-0"

EQUIP PLATFORM

110'-0"

B ACDEF

A300

A300G

A311

G109 G108110111

R-1

W-1

FLEX

WORKSPACE

A601

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _BASE BIDBID OPTION 01

FIRST FLOOR

100'-0"

EQUIP PLATFORM

110'-0"

B ACDEF 4

A300

A300G

BREAK ROOM

RR

UTILITY

SHOP

EQUIPMENT

STORAGE

CARPORT

A310

A311

A311

EQUIPMENT

PLATFORMR-1 R-1

W-1

W-2

A600

BASE BIDBID OPTION 01

6.04

111 110

C2

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

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/2 2/2

4 1

1:1 8:5

5 A M

Au tod es k D oc s:/

/20

-3

N

PS

M

IIN

R eh ab D

D-

CD

/20

0 N

PS

M

IIN

- v

.rv t

A300

BC

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE

187126

314972

NM / CM

EH / CR

05/23/2024 22 82

BUILDING SECTIONS

80 168

SCALE OF FEET

SCALEA300 A

BUILDING SECTION - EW AT SHOP4

SCALEA300 A

BUILDING SECTION - EW AT CARPORT3

SCALEA300 A

BUILDING SECTION - NS AT OPEN OFFICE2

SCALEA300 A

BUILDING SECTION - NS AT EQUIPMENT PLATFORM1

KEYNOTES

08.01 48" X 34" ACCESS…