B08_Atch_2_HAFO_314578_Drawings__-_Final_UPDATED.pdf

BASIC DATA: BOUNDARY MAPS

PACIFIC WEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN 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

MAINTENANCE / LAB BLDG

HAGERMAN FOSSIL BEDS NATL MONUMENT

IDAHOPACIFIC WEST GOODING

187124

314578

FINAL 100% CD

IDAHO

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA, INC.

BOULDER, CO

80302

CIVIL:

OTAK INC.

PORTLAND, OR

97204

MECH / PLUMBING:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

PRIME / ARCH:

ANDERSON

HALLAS, PC

GOLDEN, CO

80401

- 140P2019D0016

PMIS

FIRE PROTECTION:

INTERFACE ENG.

PORTLAND, OR

97204

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REHABILITATE OPERATIONAL BUILDINGS

AT IDAHO PARKS

1 60

314578

PROJECT LOCATION

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT

PROJECT LOCATION

PERSPECTIVE OF NEW PUMP HOUSE AND WATER TANK

NOTE: AXONOMETRIC SKETCH SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO DRAWINGS

FOR CONSTRUCTION DOCUMENTATION.

1. DO NOT SCALE DRAWINGS

2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES.

3. ALL DIMENSIONS ARE TO FACE OF STRUCTURE OR WALL FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS

INDICATING REQUIRED CLEARANCES ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELF 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.

5. 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.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELF 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.

7. 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

OPTION 01: ENGAGE AN ARCHEOLOGICAL MONITOR TO

REVIEW ALL SITE RELATED ACTIVITIES PER SPECIFICATIONS.

OPTIONS

A4.0

A8.0

ROOM

250 SF

A9.0

A5.0

FIRST FLOOR

100'-0"

5 1 6 75

KEY

NOTE

ASSEMBLY

TYPE

WINDOW

TYPE/NUMBER

DOOR

NUMBER

ELEVATION

MARK

NORTH

ARROW

DETAIL

REFERENCE

BUILDING

SECTION

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ROOM

TAG

SYMBOLS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

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REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 2 60

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

EXT EXTERIOR

F.O. FACE OF

FAA FIRE ALARM ANNUNCIATOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

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

HD HIGH DENSITY

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

NTS NOT TO SCALE

GENERAL ABBREVIATIONS SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 0-G000 COVER SHEET

2 0-G001 GENERAL NOTES AND INDEX

3 0-G100 CODE SUMMARY

4 0-G110 CODE PLANS

5 0-G200 ENERGY ANALYSIS & ASSEMBLIES

CIVIL

6 0-C010 EXISTING CONDITIONS

7 0-C100 STAGING PLAN

8 0-C200 TESC & DEMO PLAN

9 0-C300 SITE PLAN

10 0-C400 UTILITY PLAN

11 0-C500 WATER PLAN & PROFILE

12 0-C600 GRADING PLAN

13 0-C700 CIVIL DETAILS

14 0-C800 CIVIL DETAILS

ARCHITECTURAL

15 1-AD00 EXISTING CONDITIONS & DEMO PLAN

16 1-A101 FLOOR PLAN

17 1-A111 REFLECTED CEILING PLAN

18 1-A200 BUILDING ELEVATIONS

19 1-A300 BUILDING SECTIONS

20 1-A500 DOOR SCHEDULE, DETAILS

21 1-A600 DETAILS

22 2-A101 FLOOR PLANS

23 2-A200 BUILDING ELEVATIONS

24 2-A300 BUILDING SECTIONS

25 2-A500 DOOR SCHEDULE, DETAILS

26 2-A600 DETAILS

STRUCTURAL

27 2-S001 GENERAL NOTES

28 2-S002 GENERAL NOTES

29 2-S003 ABBREVIATIONS & SYMBOLS

30 2-S101 FOUNDATION & FRAMING PLANS

31 2-S601 TYPICAL CONCRETE SECTIONS

32 2-S602 TYPICAL WOOD SECTIONS

33 2-S603 SECTIONS

MECHANICAL

34 0-M001 MECHANICAL COVER SHEET

35 0-M501 MECHANICAL SCHEDULES

36 2-M101 PUMP HOUSE MECHANICAL

PLUMBING

37 0-P001 PLUMBING COVER SHEET

38 2-P101 PUMP HOUSE PLUMBING

FIRE PROTECTION

39 0-FP001 COVER SHEET - FIRE PROTECTION

40 0-FP100 SITE PLAN - FIRE PROTECTION

41 1-FP101 FLOOR PLAN - FIRE PROTECTION

42 2-FP101 FLOOR PLAN - FIRE PROTECTION

43 0-FP601 DETAILS - FIRE PROTECTION

ELECTRICAL

44 0-E000 ELECTRICAL COVER SHEET

45 0-E001 ELECTRICAL COVER SHEET

46 0-E100 ELECTRICAL SITE PLAN

47 1-E111 ELECTRICAL POWER PLAN

48 1-E600 ELECTRICAL ONE-LINE DIAGRAM

49 1-E700 ELECTRICAL SCHEDULES

50 2-E111 ELECTRICAL POWER PLAN

51 2-E601 ELECTRICAL ONE-LINE DIAGRAM

52 2-E700 ELECTRICAL SCHEDULES

53 2-E800 ELECTRICAL LIGHTING SCHEDULES

54 2-E900 ELECTRICAL LIGHTING COMPLIANCE

FIRE ALARM

55 0-FA001 COVER SHEET - FIRE ALARM

56 0-FA100 SITE PLAN - FIRE ALARM

57 1-FD101 DEMO FLOOR PLAN - FIRE ALARM

58 2-FA101 FLOOR PLAN - FIRE ALARM

59 1-FA101 FLOOR PLAN - FIRE ALARM

60 0-FA601 DETAILS - FIRE ALARM

SHEET INDEX

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

QT QUARRY TILE

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

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL CODE

INFORMATION.

PMIS NUMBER: 314578

PROJECT NAME: REHABILITATE OPERATIONAL BUILDINGS AT IDAHO PARKS

ADDRESS: E 2830 S, HAGERMAN, IDAHO 83332

AHJ: NATIONAL PARK SERVICE, PACIFIC WEST REGION

CLIMATE ZONE: 5B PER 2018 IECC

SEISMIC DESIGN CATEGORY: C (MAINTENANCE/LAB); D (PUMP HOUSE)

RISK CATEGORY: II (MAINTENANCE/LAB); IV (PUMP HOUSE)

PROJECT DESCRIPTION

THE SCOPE OF THE PROJECT INCLUDES A <N> DRY-PIPE FIRE SUPPRESSION

SYSTEM, SERVING THE EXISTING MAINTENANCE AND PALEONTOLOGY LAB

BUILDING AT HAGERMAN FOSSIL BEDS NATIONAL MONUMENT. TO SERVE

THE EXISTING BUILDING, A <N> PUMP HOUSE WITH WET-PIPE SUPPRESSION

SYSTEM AND A 70,000 GALLON WATER TANK WILL BE CONSTRUCTED

ADJACENT TO AN <E> PUMP HOUSE THAT SERVES OTHER BUILDINGS

ONSITE.

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

IEBC CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD

503.1 ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH

THE REQUIREMENTS OF THE IBC FOR NEW CONSTRUCTION. ALTERATIONS

SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NOT LESS

COMPLYING WITH THE PROVISIONS OF THE IBC THAN THE EXISTING

BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION.

USE & OCCUPANCY CLASSIFICATION - IBC CHAPTER 3

<E> MAINTENANCE/LAB F-1, B, S-1 (UNSEPARATED)*

<N> PUMP HOUSE & TANK U

* MAINTENANCE / LAB BUILDING TO RETAIN CURRENT USE AND SQUARE

FOOTAGE AND COMPLY WITH PRESCRIPTIVE COMPLIANCE METHOD PER

IEBC 503.1.

GENERAL BUILDING HEIGHTS & AREAS - IBC CHAPTER 5

BUILDING HEIGHT §504

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

(TABLE 504.4)

<E> MAINTENANCE/LAB +/- 18'-10" / 1 STORY (EXISTING)

<N> PUMP HOUSE & TANK (SEE TABLE)

ALLOWABLE BUILDING AREA (TABLE 506.2)

<E> MAINTENANCE/LAB +/- 5,320 SF (EXISTING)

<N> PUMP HOUSE & TANK +/- 1,895 SF (SEE TABLE)

* MOST RESTRICTIVE CONDITION

**PUMP HOUSES AND TANK TO BE CONSIDERED AS ONE BUILDING, PER IBC

705.3.

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

U OCCUPANCY

ALLOWABLE

60'

2 STORIES

BUILDING HEIGHT

NUMBER OF STORIES

ACTUAL

15'-3"

1 STORY

VB CONSTRUCTION TYPE (SPRINKLERED)

OCC GROUP(S) &

CONSTRUCTION

TYPE

ALLOWABLE

BUILDING

AREA

ACTUAL BUILDING AREA

(PER FLOOR)

+/- 100 SF (<E> PUMP HOUSE)

+/- 323 SF (<N> PUMP HOUSE)

+/- 1,472 SF (<N> TANK)

U; TYPE VB, NS

U; TYPE VB, S1

5,500 SF*

22,000 SF

+/- 1,895 SF (TOTAL)**

X < 5 b 1

U OCC GROUPTYPE OF

CONSTRUCTION

FIRE SEPARATION

DISTANCE = X (feet)

ALL

FIRE AND SMOKE PROTECTION FEATURES - IBC CHAPTER 7

IBC 705.3 BUILDINGS ON THE SAME LOT: TWO OR MORE BUILDINGS ON THE

SAME LOT SHALL EITHER BE REGULATED AS SEPARATE BUILDINGS OR SHALL

BE CONSIDERED AS PORTIONS OF ONE BUILDING IF THE AGGREGATE AREA OF

SUCH BUILDINGS IS WITHIN THE LIMITS SPECIFIED IN CHAPTER 5 FOR A SINGLE

BUILDING.

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 PUMP HOUSES AND TANK.

THEREFORE NO LIMIT TO THE NUMBER OF UNPROTECTED OPENINGS AND NO

RATING REQUIREMENTS FOR EXT WALLS.

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

DRY-PIPE AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED AT <E>

MAINTENANCE/LAB BUILDING IN ACCORDANCE WITH DIRECTORS ORDER 58.

<N> PUMP HOUSE TO HAVE WET-PIPE SYSTEM.

SEISMIC BRACING FOR FIRE PROTECTION SYSTEM REQUIRED PER IBC-1613

AND ASCE 7-22. RE: FIRE PROTECTION

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

REF SHEET 0-G110 CODE PLAN

HEADROOM PER IBC §1003.3.1

80" MINIMUM OVER ANY WALKING SURFACE

DESIGN OCCUPANT LOAD - TABLE 1004.5

FUNCTION OF SPACE: OCCUPANT LOAD FACTOR:

ACCESSORY STORAGE / MECH 300 GROSS

BUSINESS* 150 GROSS

INDUSTRIAL 100 GROSS

*SMALLER STORAGE AREAS ARE CONSIDERED ACCESSORY TO B OCCUPANCY

PER IBC §311.1.1

MAINTENANCE/LAB - BUSINESS 1,958 / 150 = 14 OCC

MAINTENANCE/LAB - GARAGE 1,179 / 100 = 12 OCC

MAINTENANCE/LAB - STORAGE 1,717 / 300 = 8 OCC

TOTAL = 34 OCC

<E> PUMP HOUSE - MECH 95/300 = 1 OCC

<N> PUMP HOUSE- MECH 265 / 300 = 1 OCC

<N> WATER TANK (NON OCCUPIED) = 0 OCC

TOTAL = 2 OCC

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 1 X .2" = .2" 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

(WITH SPRINKLER SYSTEM)

B OCC 49 100 FT

F OCC 49 100 FT

S OCC 29 100 FT

U OCC 49 75 FT

<N> PUMP HOUSE WITH ONE EXIT, MAX OCC 49 (> 1 OCC ACTUAL)

REQUIREDPROVIDED

NA

MINIMUM NUMBER OF EXITS PER STORY PER TABLE 1006.3.3

<E> MAINTENANCE/LAB TOTAL OCCUPANT LOAD = 34

REQUIRED NUMBER OF EXITS = 2 (1-500 OCC)

PROVIDED NUMBER OF EXITS = 7

<N> PUMP HOUSE TOTAL OCCUPANT LOAD = 1

REQUIRED NUMBER OF EXITS = 1 (IN COMPLIANCE WITH §1006.2.1)

PROVIDED NUMBER OF EXITS = 1

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.

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 = 2 (EXISTING)

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

F-1 / S-1 OCCUPANCY, WITH SPRINKLER SYSTEM: 200'-0"

ACCESSIBILITY - IBC CHAPTER 11

SCOPE OF THIS PROJECT DOES NOT INCLUDE ACCESSIBILITY UPGRADES.

CONTRACTOR TO MAINTAIN EXISTING CONDITIONS AS THEY RELATE TO

ACCESSIBILITY.

STRUCTURAL DESIGN - CHAPTER 16

§1613 EARTHQUAKE LOADS

SITE SEISMIC CLASSIFICATION

OCCUPANCY & RISK CATEGORY: II (MAINTENANCE/LAB); IV (PUMP HOUSE)

SITE CLASS: D

SEISMIC DESIGN CATEGORY: C (MAINTENANCE/LAB); D (PUMP HOUSE)

PLUMBING FIXTURES - CHAPTER 29

FIXTURE COUNTS WILL REMAIN THE SAME.

2 GENDER NEUTRAL RESTROOMS PROVIDED IN <E> BUILDING.

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

TITLE OF SHEETSUB SHEET NO.DESIGNED:

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0-G100

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 3 60

CODE SUMMARY

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

1,179

F-1

GARAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

BUSINESS

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

F-1

STORAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

1,341

B

BUSINESS

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

F-1

MECH EQUIPMENT

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

S-1

STORAGE

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

S-1

STORAGE

EXISTING MAINTENANCE / LAB BUILDING

<E> FAA

<E>FACP

<N> FDC

<E> MAINTENANCE/LAB BUILDING

<E> FAA

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

U

MECH EQUIPMENT

<N> PUMP HOUSE

<E> PUMP

HOUSE

N.I.C.

9'-1 1/4" AREA: 1,472

<N> WATER TANK

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

U

MECH EQUIP

FSD > 10 FT

RE: CIVIL FOR OVERALL SITE PLAN

<N> PUMP

HOUSE

BUSINESS OCC (1:150)

INDUSTRIAL OCC (1:100)

LEGEND

STORAGE/MECH OCC (1:300)

EXIT

SCALE0-G110

CODE PLAN - MAINTENANCE/LAB1

A

CODE PLAN- PUMP HOUSE

SCALE A

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:0

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

0-G110

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 4 60

CODE PLANS

80 168

SCALE OF FEET

B L D

G

N O

R T

H

B L D

G

N O

R T

H

Exterior

Interior

/4

/4

/2

/2

/8

MOISTURE RESISTANT GYPSUM WALL BOARD

2X6 WOOD FRAMING WITH MINERAL WOOL

BATT INSULATION (R-15)

PLYWOOD SHEATHING

MINERAL WOOL RIGID INSULATION, R-8.4

3/4" x 2-1/2" STRAPPING ALIGNED WITH EACH STUD

& FASTENED WITH #10 SCREWS VERTICALLY

SPACED AT 24" MAX. SCREWS SHALL HAVE MIN

1-1/2" EMBEDMENT IN STUD BEYOND.

FIBER CEMENT SIDING, 6" SHIPLAP TO MATCH

MAINTENANCE/LAB

PUMP HOUSE EXTERIOR WALL ASSEMBLYW1

WEATHER BARRIER, INSTALLED AS AIR BARRIER

/8

2X WOOD FRAMING

RE: STRUCTURAL

PUMP HOUSE ROOF ASSEMBLY

Exterior

Interior

PLYWOOD SHEATHING

R1

RIGID NH POLYISO INSULATION WITH NH HD

POLYISO COVER BOARD (R-30), STAGGER JOINTS

VAPOR RETARDER

STANDING SEAM TO MATCH MAINTENANCE/LAB

/4

/2

/4

/2

UNDERLAYMENT, INSTALLED AS AIR BARRIER

ENERGY CODE ANALYSIS

APPLICABLE CODE: 2018 IECC

COMPLIANCE PATH: PRESCRIPTIVE PATH, R-VALUE METHOD

NOTE, APPLIES TO <N> PUMP HOUSE ONLY.

CODE SECTION

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

TABLE C402.1.3 OPAQUE THERMAL ENVELOPE MINIMUM R-VALUE

ASSEMBLY REQUIRED PROVIDED

ROOF - INSULATION ABOVE DECK R-30 R-30

WALL - WOOD FRAME R-13 + R-3.8 CI R-15 + R-8.4 CI

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

NON-SWINGING OPAQUE DOORS R-4.75

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

INSTALLATION CONFIGURATIONS.

TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR

DOOR ENTRANCES 0.77

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, REFER TO ELECTRICAL

X4.01

X4.02

X6.02

INTERIOR PARTITIONS

<E>FRAMING AND BATT

INSULATION TO REMAIN, WHERE

<E> INSULATION HAS SETTLED,

INFILL VOIDS WITH <N> MINERAL

WOOL BATT INSULATION

<N> 1/2" GYPSUM BOARD

1/2" GYPSUM BOARD

1/2" GYPSUM BOARD

1/2" GYPSUM BOARD

1/2" GYPSUM BOARD

2X4 WOOD STUDS AT 16" OC, WITH

FULL DEPTH MINERAL WOOL BATT

INSULATION

2X6 WOOD STUDS AT 16" OC, WITH

FULL DEPTH MINERAL WOOL BATT

INSULATION

EXTERIOR ASSEMBLIES

SCALE ASCALE A

PUMP ROOM

P01

THERMAL ENVELOPE

PUMP ROOM

P01

THERMAL ENVELOPE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: B

SCALE: A

/2

0/

0:

:0

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

0-G200

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 5 60

ENERGY ANALYSIS &

ASSEMBLIES

12012 6

SCALE OF INCHES

SCALE0-G200

PUMP HOUSE - THERMAL

ENVELOPE SECTION2

B SCALE0-G200

PUMP HOUSE - THERMAL

ENVELOPE SECTION1

B

80 168

SCALE OF FEET

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C010

EXISTING

CONDITIONS

LEGEND

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C100

STAGING PLAN

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C200

TESC & DEMO

PLAN

D

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C300

SITE PLAN

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C400

UTILITY PLAN

DD

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C500

WATER PLAN &

PROFILE

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C600

GRADING PLAN

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C700

CIVIL

DETAILS I

WIDTH PER PLAN

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM, CS

EM/KK

04/04/2024

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATIONAL MONUMENT 60

314578

187124

0-C800

CIVIL

DETAILS II

1 2 3 4 5 6 7

PA

PB

PC

PE

PF

MB

MA

ME

MD

MD

MC

OVHD

GANTRY

+/- 21'-1 1/2" +/- 30'-6 1/8" +/- 13'-11 5/8" +/- 64'-0 1/4" +/- 21'-3 5/8"

+/- 150'-11 3/4"

1'

-2

/4

2'

-4

'-1

5/

8"

+/- 56'-0 7/8" +/- 53'-1 1/8" +/- 21'-8"

'-9

/2

3'

-6

/8

'-1

1/

4"

'-0

'-0

7' -0

/4

'-0

1-A300

1-A300

1-A300

1-A300

1-A300

02.01

02.01

02.0102.01

02.01

02.02

02.0202.02

02.02

02.02

02.01

02.0102.01

02.0102.0102.0102.0102.0102.01

02.01

02.0102.01 02.01

02.01

02.01

CARPENTRY SHOP /

VEHICLE

MAINTENANCE

M107

BRIEFING ROOM

M106

CORRIDOR

M100

FAC MANAGER

OFFICE

M101

MAIN STAFF OFFICE

M103

IT ROOM

M102

RESTROOM

M104

MECH ROOM

M105

TOOL STORAGE

M109

ACCESSIONS 1

P101

ACCESSIONS 2

P102

CURATION

P106

FOSSIL PREP

P103

RESTROOM

P105

OFFICE

P104

MUSEUM

COLLECTIONS

P107

02.01

02.01

'-0

+/- 8'-0"

02.07

02.08

02.0602.0602.06

02.07

02.09

GENERAL NOTES

1.

2.

3.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN.

EQUIPMENT AND FIXTURES SHOWN FOR REFERENCE ONLY. REFER TO

FIRE PROTECTION, FIRE ALARM, PLUMBING, MECHANICAL AND

ELECTRICAL FOR ADDITIONAL SCOPE OF WORK.

REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.

LEGEND

AREA IMPACTED BY NOTE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

4/2 /20

:10 :55

A M

Au tod es k D oc s:/

/20

-3

N

PS

H

AF

O Re ha b D

D-

CD

/20

-3

N

PS

H

AF

O

- v

.rv t

1-AD00

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 15 60

EXISTING CONDITIONS

& DEMO PLAN

40 8 124

SCALE OF FEET

B

LD

G

N O

R T

H

SCALE1-AD00

EXISTING CONDITIONS & DEMO PLAN1

A

KEYNOTE

02.01 <E> FOSSIL STORAGE TO REMAIN; PROTECT IN PLACE

02.02 <E> FURNITURE TO REMAIN; PROTECT IN PLACE

02.06 <E> OVERHEAD DOOR TO REMAIN; PROTECT IN PLACE. COORDINATE WITH CO TO USE FOR CONSTRUCTION ACTIVITY

ACCESS POINTS.

02.07 CAREFULLY REMOVE MINIMAL PORTIONS OF <E> EXTERIOR WALL TO ACCOMMODATE FDC AND DRAIN INSTALLATION;

PROTECT ADJACENT MATERIALS

02.08 CLEAR FLOOR AREA AND PREPARE <E> CONCRETE FLOOR FOR FIRE SUPRESSION EQUIPMENT INSTALLATION, RE: FIRE

PROTECTION

02.09 DEMO SLAB AS REQUIRED FOR INSTALLATION OF FIRE RISER; LOCATE PENETRATION TO AVOID FOUNDATION BELOW

PB

PC

PE

PF

MB

MA

ME

MD

MD

MC

OVHD

GANTRY

TO REMAIN

+/- 21'-1 1/2" +/- 30'-6 1/8" +/- 13'-11 5/8" +/- 64'-0 1/4" +/- 21'-3 5/8"

+/- 150'-11 3/4"

/4

/8

+/- 56'-0 7/8" +/- 53'-1 1/8" +/- 21'-8"

/2

/8

/4

/4

MUSEUM

COLLECTIONS

P107

CURATION

P106

RESTROOM

P105

OFFICE

P104

FOSSIL PREP

P103

ACCESSIONS 2

P102

ACCESSIONS 1

P101

TOOL STORAGE

M109

CARPENTRY SHOP /

VEHICLE

MAINTENANCE

M107

FAC MANAGER

OFFICE

M101

BRIEFING ROOM

M106

MAIN STAFF OFFICE

M103

IT ROOM

M102

RESTROOM

M104

MECH ROOM

M105

1-A300

1-A300

1-A300

1-A300

1-A300

1 2 3 4 5 6 7

CORRIDOR

M100

1-A600

8'-0"CLR

4.02

MECH

P108

FIRE RISER

M110

4.01

TYP

3'-0"

M110

21.01

02.04

02.04 28.02

28.01

TYP

+/- 3'-0"

02.04

6.02

07.04

07.04

23.02

02.04

02.04

/4

+/- 8'-6"

+/- 8'-6"

+/- 11'-0"

28.02

21.06

03.03

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN. ASSUME ADDITIONAL PROTECTION FOR

STORAGE CABINETS AND FURNITURE, COORDINATE WITH CO.

2. PATCH AND REPAIR IN-KIND ALL FINISHES IMPACTED BY CONSTRUCTION

ACTIVITIES.

3. REFER TO SHEET 0-G200 FOR ASSEMBLY INFORMATION.

4. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.

5. REFER TO FIRE PROTECTION, FIRE ALARM, MECHANICAL AND ELECTRICAL

FOR ADDITIONAL SCOPE OF WORK.

LEGEND

<E> WALL

<N> WALL

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:0

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

1-A101

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 16 60

FLOOR PLAN

40 8 124

SCALE OF FEET

SCALE1-A101

FIRST FLOOR PLAN1

A B

L D

G

N O

R T

H

KEYNOTE

02.04 PROTECT <E> FOSSIL RACKS TO REMAIN IN PLACE WITH 10 MIL ARCHIVAL PLASTIC AND

PROVIDE 3/4" MIN PLYWOOD ACROSS TOP OF ALL SHELF UNITS; SEAL ALL SEAMS,

INCLUDING CONNECTIONS TO WALLS, FLOORS, CEILING, ETC. TO PROHIBIT DUST

INFILTRATION FROM CONSTRUCTION ACTIVITIES; COORDINATE INSTALLATION WITH CO

03.03 PATCH AND REPAIR <E> CONCRETE WHERE IMPACTED BY FIRE RISER INSTALLATION,

MATCH ADJACENT CONCRETE IN COLOR AND TEXTURE

07.04 <N> PENETRATION IN <E> WALL FOR TEST DRAIN TO EXTERIOR. REPAIR AND REPLACE

ADJACENT MATERIALS IN KIND; PROVIDE CONTINUOUS SEALANT AT PENETRATION; RE:

FIRE PROTECTION

AREA IMPACTED BY KEYNOTE

KEYNOTE

21.01 <N> FDC FLUSH MOUNT TO EXTERIOR, REPAIR ADJACENT MATERIALS IN KIND; PROVIDE

CONTINOUS PERIMETER SEALANT AT PENETRATION; RE: FIRE SUPPRESSION

21.06 <N> FIRE RISER PENETRATION THROUGH SLAB, ROUTE LINE BELOW FOUNDATION; RE:

FIRE PROTECTION FOR PIPE SLEEVE DETAIL

23.02 RECESSED WALL MOUNT UNIT HEATER EUH-2, COORDINATE LOCATION WITH <N> FDC

EQUIPMENT; RE: MECH SCHEDULE

28.01 <E> FACP TO REMAIN; RE: FIRE ALARM

28.02 <E> FAA TO REMAIN; RE: FIRE ALARM

PB

PC

PE

PF

MB

MA

ME

MD

MC

OTS

9'-0"

<E> GWB

9'-0"

<E> GWB 9'-0"

<E> GWB

9'-0"

<E> GWB

9'-0"

<E> GWB

9'-0"

<E> GWB

9'-0"

<E> GWB

10'-0"

<E> GWB

8'-6"

<E> GWB

9'-0"

<E> GWB

12'-0"

<E> GWB

9'-0"

<E> GWB

8'-6"

<E> GWB

8'-6"

<E> GWB

OTS

OVHD

GANTRY

TO REMAIN

MUSEUM

COLLECTIONS

P107

CURATION

P106

RESTROOM

P105

FOSSIL PREP

P103

OFFICE

P104

ACCESSIONS 2

P102

ACCESSIONS 1

P101

TOOL STORAGE

M109

CARPENTRY SHOP /

VEHICLE

MAINTENANCE

M107

BRIEFING ROOM

M106

FAC MANAGER

OFFICE

M101

MAIN STAFF OFFICE

M103

RESTROOM

M104

MECH ROOM

M105

IT ROOM

M102

08.02

7'-0"

GWB

FIRE RISER

M110

MECH

P108

OTS

21.03

21.03

08.02

OPEN TRELLIS, NIC

+/- 11'-6"

26.02

+/- 3'-2"

+/- 2'-6"

GENERAL NOTES

1. EXISTING CEILING AND/OR WALL MOUNTED FIXTURES TO REMAIN IN PLACE,

U.O.N. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN.

2. PATCH AND REPAIR IN-KIND ALL FINISHES IMPACTED BY CONSTRUCTION

ACTIVITIES.

3. NEW FIXTURE AND DEVICE SYMBOLS SHOWN FOR COORDINATION

PURPOSES ONLY. REFER TO FIRE PROTECTION, FIRE ALARM, AND

ELECTRICAL FOR ADDITIONAL SCOPE OF WORK.

LEGEND

<E> ATTIC ACCESS HATCH TO REMAIN, PROTECT IN PLACE

<E> GWB CEILING TO REMAIN, PROTECT IN PLACE;

PATCH AND PAINT AS REQUIRED FROM FIRE PROTECTION

SYSTEM INSTALLATION; MATCH EXISTING ADJACENT FINISH

<N> GWB CEILING, PAINT TO MATCH EXISTING

<N> SPRINKLER HEAD LOCATIONS SHOWN FOR REFERENCE

ONLY, RE: FIRE PROTECTION

<E> LIGHTING SHOWN FOR REFERENCE ONLY, VERIFY

LOCATIONS IN FIELD, RE: ELEC

<N> LINEAR LIGHT, RE: ELEC TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:0

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

1-A111

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 17 60

REFLECTED CEILING

PLAN

40 8 124

SCALE OF FEET

SCALE1-A111 A

REFLECTED CEILING PLAN1

B L D

G

N O

R T

H

KEYNOTE

08.02 PROVIDE <N> 30"X30" PREMANUFACTURED METAL ATTIC ACCESS PANEL AT SIDEWALL; PAINT TO MATCH ADJACENT WALL

21.03 <N> FIRE SUPPRESSION LINES RUN EXPOSED IN THIS SPACE, RE: FIRE SUPPRESSION

26.02 <N> UTILITY LIGHT, COORDINATE LOCATION WITH INSTALLATION OF <N> EQUIPMENT TO MAINTAIN LIGHTED WORKSPACE;

RE: ELEC

1234567

FIRST FLOOR

100'-0"

1-A300

1-A300

1-A300

1-A300

21.01

1-A600

07.04

1-A600

02.03

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN.

2. EQUIPMENT AND FIXTURES SHOWN FOR REFERENCE ONLY. REFER TO

FIRE PROTECTION, FIRE ALARM, PLUMBING, MECHANICAL AND

ELECTRICAL FOR ADDITIONAL SCOPE OF WORK.

3. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.

LEGEND

AREA IMPACTED BY NOTE

1 2 3 4 5 6 7

FIRST FLOOR

100'-0"

1-A300

1-A300

1-A300

1-A300

02.03

1-A600

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:1

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

1-A200

EV / BC

REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

187124

314578

KS / BC / EV

EH / CR

04/04/2024 18 60

BUILDING ELEVATIONS

80 168

SCALE OF FEET

SCALE1-A200 A

NORTH ELEVATION - EXISTING CONDITIONS1

KEYNOTE

02.03 <E> OPEN VENTS TO ATTIC TO BE SEALED AT THE INTERIOR AT LOCATIONS INDICATED

07.04 <N> PENETRATION IN <E> WALL FOR TEST DRAIN TO EXTERIOR. REPAIR AND REPLACE ADJACENT MATERIALS IN KIND;

PROVIDE CONTINUOUS SEALANT AT PENETRATION; RE: FIRE PROTECTION

21.01 <N> FDC FLUSH MOUNT TO EXTERIOR, REPAIR ADJACENT MATERIALS IN KIND; PROVIDE CONTINOUS PERIMETER SEALANT

AT PENETRATION; RE: FIRE SUPPRESSION

SCALE1-A200 A

SOUTH ELEVATION - EXISTING CONDITIONS2

PAPBPCPE

100'-0"

1-A300

21.02

MUSEUM

COLLECTIONS

P107

MECH

P108

ROUTE <N> FIRE

SUPPRESSION SYSTEM DRAIN

THROUGH MECH CLOSET

02.01 02.01

1-A600

02.03

FLOOR PLAN

100'-0"

PAPBPCPEPF

FIRST FLOOR

100'-0"

1-A300

21.02

21.0208.02

FOSSIL PREP

P103

CURATION

P10602.01

1-A600

02.03

MB MAME

FIRST FLOOR

100'-0"

1-A300

21.03

CARPENTRY SHOP /

VEHICLE

MAINTENANCE

M107

1-A600

FIRE RISER

M110

1 2 3 4 5 6 7

FIRST FLOOR

100'-0"

1-A300

1-A300

1-A300

1-A300

CARPENTRY SHOP /

VEHICLE

MAINTENANCE

M107

IT ROOM

M102

ACCESSIONS 1

P101

ACCESSIONS 2

P102

CURATION

P106

MUSEUM

COLLECTIONS

P107

CORRIDOR

M100M110

21.03

4.02

MB MAME MD MC

FIRST FLOOR

100'-0"

1-A300

21.02

FAC MANAGER

OFFICE

M101

MAIN STAFF OFFICE

M103

CORRIDOR

M100

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN.

2. PATCH AND REPAIR IN-KIND ALL FINISHES IMPACTED BY CONSTRUCTION

ACTIVITIES.

3. REFER TO SHEET 0-G200 FOR ASSEMBLY INFORMATION.

4. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.

5. REFER TO FIRE PROTECTION, FIRE ALARM, AND ELECTRICAL FOR

ADDITIONAL SCOPE OF WORK.

LEGEND

<E> WALL

<N> WALL

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:1

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

1-A300

EV / BC

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BUILDING SECTIONS

80 168

SCALE OF FEET

SCALE1-A300

NORTH-SOUTH SECTION5

A SCALE1-A300

NORTH-SOUTH SECTION4

A

SCALE1-A300

NORTH-SOUTH SECTION3

A

SCALE1-A300

EAST WEST SECTION1

A

SCALE1-A300

NORTH-SOUTH SECTION2

A

KEYNOTE

02.01 <E> FOSSIL STORAGE TO REMAIN; PROTECT IN PLACE

02.03 <E> OPEN VENTS TO ATTIC TO BE SEALED AT THE INTERIOR AT LOCATIONS INDICATED

08.02 PROVIDE <N> 30"X30" PREMANUFACTURED METAL ATTIC ACCESS PANEL AT SIDEWALL; PAINT TO MATCH ADJACENT WALL

21.02 RUN <N> FIRE SUPPRESSION LINES WITHIN <E> ATTIC, RE: FIRE SUPPRESSION

21.03 <N> FIRE SUPPRESSION LINES RUN EXPOSED IN THIS SPACE, RE: FIRE SUPPRESSION

GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR HARDWARE SET.

2. ALL DOORS SHALL OPEN WITH A FORCE NOT TO

EXCEED 5FT.LBS.

3. LOCKSETS SHALL BE OF TYPE AND MFG THAT WILL

RECEIVE INTERCHANGEABLE CORES THAT ARE

COMPATIBLE WITH THE EXISTING BEST LOCKING

SYSTEM; CORES WILL BE KEYED BY LOCKSMITH AT

CONTRACTOR EXPENSE.

4. PAINT ALL DOOR TRIM

5. REFER TO SHEET 0-G200 FOR ASSEMBLY

INFORMATION.

HM HOLLOW METAL, INSULATED, PRIMED AND PAINTED

MATERIAL AND COMMENT KEY

DOOR TYPE

TYPE A

FLUSH

PANEL

FRAME TYPE

HM FRAME

2"

RE: SCHED

2"

R E

S

C H

E D

U L E

RE: WALL ASSEMBLIES

HEADER

HM DOOR

FRAME

DOOR PANEL AS

SCHEDULED

RE: WALL ASSEMBLIES

WOOD FRAMING

HM FRAME

DOOR PANEL

AS SCHEDULED

2"

FRAME

BEYOND AS

SCHEDULED

DOOR PANEL

AS SCHEDULED

*REFER TO DOOR HARDWARE

SPECIFICATIONS FOR DOOR

HARDWARE REQUIREMENTS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:1

A M

A ut od es k D oc s:

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3-

N

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F O

R eh ab D

D -C

D /2

3-

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S H

A F

O v

.r vt

1-A500

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DOOR SCHEDULE,

DETAILS

606 3

SCALE OF INCHES

DOOR SCHEDULE - MAINTENANCE/ LAB

LEAF

TYPE

DETAILS HARD

WARE

SET CommentsDOOR

PANEL

WIDTH 1

PANEL

WIDTH 2

PANEL

HEIGHT THICKNESS

DOOR

FINISH FRAME HEAD JAMB SILL

M110 A 3'-0" 3'-0" 6'-8" 1 3/4" HM HM 3/1-A500 2/1-A500 1/1-A500 01 WEATHER STRIP

SCALE1-A500 A

STUD WALL DOOR HEAD - HM3

SCALE1-A500 A

STUD WALL JAMB - HM2

SCALE1-A500 A

INTERIOR DOOR SILL1

WEATHER STRIP

FLOOR PLAN

100'-0"

MBMC

FIRST FLOOR

100'-0"

C L O

F F

D C

FIRE RISER

M110

CARPENTRY SHOP /

VEHICLE

MAINTENANCE

M107

INTERIOR EXTERIOR

CONTINUOUS SEAL AT

FULL PERIMETER OF

<N> PENETRATION

FLUSH TYPE FDC, RE:

FIRE PROTECTION

<N> CEILING, 2X4 WOOD

FRAMING FILLED WITH BATT

INSULATION, 5/8 GYP ON

BOTH SIDES

4.02

CONTINUOUS SEALANT

NOTE: EQUIPMENT NOT SHOWN FOR CLARITY.

DRAIN, ALIGN WITH

ADJACENT HOSE BIB

RE: FIRE PROTECTION

CONTINUOUS SEAL AT

FULL PERIMETER OF

<N> PENETRATION

LIGHTING, RE: ELEC

<E> WALL ASSEMBLY

<E> WALL ASSEMBLY,

PROTECT ADJACENT

MATERIALS AND REPAIR IN

PLACE IN KIND AS REQUIRED

<E> CONCRETE SLAB TO

REMAIN, PATCH AND

REPAIR AS REQUIRED TO

MATCH <E> ADJACENT

4.02

PROVIDE <N>

RUBBER BASE

TO MATCH <E>

ADJACENT IN

HEIGHT, COLOR

AND PROFILE

<N> PIPE SLEEVE AT

INCOMING FIRE RISER,

RE: FIRE PROTECTION

PROVIDE ADDITIONAL

BLOCKING AS REQUIRED

<N> LINE TO ROUTE BELOW

<E> FOUNDATION, RE: CIVIL

AND FIRE PROTECTION

PROVIDE BLOCKING

AS REQUIRED FOR

FIXTURE ANCHORS

REPAIR ADJACENT

MATERIALS IN KIND

(COLOR AND FINISH)

<E> FOUNDATION

+/- 107'-8" VIF

/8

APPROXIMATE

LOCATION OF <N> FDC,

<N> WORK TO BE

WEATHERPROOF AND

PENETRATION SEALED

NEATLY AT SIDING

ALIGN 2" DRAIN

WITH <E> HOSE BIB

PF

<N> 3" RIGID MINERAL WOOL

INSULATION (R-13 MIN)

1/2" PLYWOOD SHEATHING

<N> WEATHER BARRIER

2X WOOD FRAMING

EXTERIOR INTERIOR (ATTIC)

<E> WALL ASSEMBLY

TO REMAIN

<E> LOUVER AND FRAME

TO REMAIN

PROVIDE ADDITIONAL

BLOCKING AS REQUIRED

PROVIDE CONTINUOUS

BEAD OF SEALANT AROUND

OPENING

CONTINUOUS SEALANT

VERIFY <E> WEATHER

BARRIER INSTALLATION

LOOSE FIT <N> PREFINISHED

FIBER CEMENT BACKER BOARD

AT EACH INDIVIDUAL LOUVER

PROVIDE CONTINUOUS

BEAD OF SEALANT AROUND

OPENING

AIR GAP

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

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D /2

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EV / BC

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DETAILS

12012 6

SCALE OF INCHES

SCALE1-A600

SECTION DETAIL - FIRE RISER ROOM1

A1-A600

EXISTING CONDITIONS - REFERENCE IMAGE2

SCALE1-A600 A

SECTION DETAIL - EXISTING LOUVER

VENT ENCLOSURE3

NTS

PH1 PH2

PHA

PHB

15'-0"

2-A200

2-A200

2-A200

2-A200

1'-6" EAVE OVERHANG, TYP

2-A300

2-A300

5'-0"

P

PUMP ROOM

P01

W1

W1

W1

W1

21.04

1/4" / 12" 1/4" / 12"

/8

/8

99'-10 1/2"

M A

X

100'-0"

03.02

22.012-A500

2-A600

03.02

03.02 03.01

1'-0" 7"

PH1 PH2

PHA

PHB

E Q

E Q

EQ 7'-6" 7'-6" EQ

18'-8"

" 8" / 12" 8" / 12"

R1

07.06

07.07

07.05

07.05

E Q

E Q

11.0111.01

PH1 PH2

PHA

PHB

2-A200

2-A200

2-A200

2-A200

2-A300

2-A300

E Q

E Q

CLCLEQ 8'-0" EQ

PHA

PH2PH1

PHB

06.02

T Y

P

OF DECK, TYP

1'-6" TO EDGE

GENERAL NOTES

1. PROVIDE <N> CONTINUOUS SEALANT AT EXTERIOR DOORS AND ALL

PENETRATIONS

2. EQUIPMENT AND FIXTURES SHOWN FOR REFERENCE ONLY. REFER TO

MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND

STRUCTURAL FOR ADDITIONAL BUILDING SCOPE.

3. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING, RE: CIVIL

4. 100'-0" FFE = 2871.74 (RE: CIVIL)

5. REFER TO SHEET 0-G200 FOR ASSEMBLY INFORMATION.

6. REFER TO FIRE PROTECTION, FIRE ALARM, MECHANICAL AND ELECTRICAL

FOR ADDITIONAL SCOPE OF WORK.

LEGEND

SEALED CONCRETE SLAB, PROVIDE

BROOM FINISH; RE: STRUCTURAL

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:1

A M

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D -C

D /2

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FLOOR PLANS

40 84

SCALE OF FEET

SCALE2-A101

PUMP HOUSE PLAN1

ASCALE2-A101

PUMP HOUSE ROOF PLAN3

A

B L D

G

N O

R T

H

KEYNOTE

03.01 4" THICK CONCRETE EQUIPMENT PAD; VERIFY SIZE REQUIREMENTS WITH

SELECTED JOCKEY PUMP MFR, RE: FIRE PROTECTION

03.02 CONTROL JOINT

06.02 EXPOSED RAFTERS AND DECK, RE: STRUCTURAL; PRIME AND PAINT AT

EXTERIOR

07.05 ROOF PENETRATION, SEAL AND FLASH PER ROOFING MFR

SPECIFICATIONS, RE: DETAIL 6/2-A600

07.06 <N> PAD-TYPE SNOW GUARDS, LENGTH AND ATTACHMENT TO STANDING

SEAM PER ENGINEERED SHOP DRAWINGS; COORDINATE WITH ROOFING

INSTALL, RE: SPECIFICATIONS

07.07 THIMBLE ROOF PENETRATION, SEAL AND FLASH PER ROOFING MFR

SPECIFICATIONS, RE: DETAIL 5/2-A600

11.01 PROVIDE <N> ROOF TIE-OFF ANCHORS (2 TOTAL, 1 EA SIDE OF RIDGE),

ANCHORS TO BE NO LESS THAN 6-FT FROM EDGE OF ROOF AND FASTENED

TO RAFTERS, COORDINATE WITH ROFING INSTALL, RE: STRUCTURAL

21.04 PUMP CONTROLLER; RE: FIRE SUPPRESSION

22.01 HUB DRAIN; RE: PLUMB

SCALE2-A101

PUMP HOUSE RCP2

100'-0"

8" / 12"

8" / 12"

07.02

2-A300

2-A600

07.07

06.02

0-G200

07.05

21.05

PHAPHB

FIRST FLOOR

100'-0"

2-A300

07.02

26.01

07.07

0-G200

11.01

PHA PHB

FIRST FLOOR

100'-0"

2-A300

07.02

P01

0-G200

07.05

07.06

07.05

11.01

PH1PH2

FIRST FLOOR

100'-0"

8" / 12"

8" / 12"

07.02

2-A300

2-A600

07.07

0-G200

07.05

GENERAL NOTES

1. PROVIDE <N> CONTINUOUS SEALANT AT EXTERIOR DOORS AND WINDOWS

AND ALL PENETRATIONS

2. EQUIPMENT AND FIXTURES SHOWN FOR REFERENCE ONLY. REFER TO

MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND

STRUCTURAL FOR ADDITIONAL BUILDING SCOPE.

3. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING, RE: CIVIL

4. 100'-0" FFE = 2871.74 (RE: CIVIL)

5. REFER TO SHEET 0-G200 FOR ASSEMBLY INFORMATION.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:2

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

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S H

A F

O v

.r vt

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BUILDING ELEVATIONS

40 84

SCALE OF FEET

SCALE2-A200

PUMP HOUSE - SOUTH ELEVATION2

A

SCALE2-A200

PUMP HOUSE - EAST ELEVATION3

A

SCALE2-A200

PUMP HOUSE - WEST ELEVATION4

A

SCALE2-A200

PUMP HOUSE - NORTH ELEVATION1

A

KEYNOTE

06.02 EXPOSED RAFTERS AND DECK, RE: STRUCTURAL; PRIME AND PAINT AT

EXTERIOR

07.02 2x8 WOOD FASCIA, PRIME AND PAINT

07.05 ROOF PENETRATION, SEAL AND FLASH PER ROOFING MFR SPECIFICATIONS,

RE: DETAIL 6/2-A600

07.06 <N> PAD-TYPE SNOW GUARDS, LENGTH AND ATTACHMENT TO STANDING

SEAM PER ENGINEERED SHOP DRAWINGS; COORDINATE WITH ROOFING

INSTALL, RE: SPECIFICATIONS

07.07 THIMBLE ROOF PENETRATION, SEAL AND FLASH PER ROOFING MFR

SPECIFICATIONS, RE: DETAIL 5/2-A600

11.01 PROVIDE <N> ROOF TIE-OFF ANCHORS (2 TOTAL, 1 EA SIDE OF RIDGE),

ANCHORS TO BE NO LESS THAN 6-FT FROM EDGE OF ROOF AND FASTENED

TO RAFTERS, COORDINATE WITH ROFING INSTALL, RE: STRUCTURAL

21.05 <N> FDC FLUSH MOUNT TO EXTERIOR, PROVIDE CONTINOUS SEALANT AT

PENETRATION; RE: FIRE SUPPRESSION

26.01 <N> ELECTRICAL PANEL AND METER; RE: ELEC

100'-0"

2-A300

2-A500

2-A500

8" / 12"

W1

P

W1

2-A600

2-A600

8" / 12"

PUMP ROOM

P01

06.02

R1

2-A600

0-G200

PHA PHB

FIRST FLOOR

100'-0"

2-A300

2-A600

W1

W1

B O

L

IG

H T

F

IX

T U

R E

1'-0"

2-A600

R1

PUMP ROOM

P01

06.02

0-G200

2-A600

GENERAL NOTES

1. PROVIDE <N> CONTINUOUS SEALANT AT EXTERIOR DOORS AND WINDOWS

AND ALL PENETRATIONS

2. EQUIPMENT AND FIXTURES SHOWN FOR REFERENCE ONLY. REFER TO

MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND

STRUCTURAL FOR ADDITIONAL BUILDING SCOPE.

3. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING, RE: CIVIL

4. 100'-0" FFE = 2871.74 (RE: CIVIL)

5. REFER TO SHEET 0-G200 FOR ASSEMBLY INFORMATION.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:2

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

2-A300

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BUILDING SECTIONS

40 84

SCALE OF FEET

SCALE2-A300

TRANSVERSE SECTION1

ASCALE2-A300

LONGITUDINAL SECTION2

A

KEYNOTE

06.02 EXPOSED RAFTERS AND DECK, RE: STRUCTURAL; PRIME AND PAINT AT

EXTERIOR

PH1

100'-0"

THERMAL BARRIER THRESHOLD

SET IN BED OF SEALANT

R-10 RIGID MINERAL

WOOL INSULATION

DAMPPROOFING

COMPRESSIBLE FILL

CONTINUOUS SEALANT

VAPOR RETARDER

STEM WALL, RE: STRUCT

EXTERIOR INTERIOR

INSULATED DOOR PANEL

WITH SWEEP

PH1

W1

HEADER; RE:

STRUCT

HM FRAME

AND DOOR,

RE: SCHEDULE

PREFINISHED

METAL FLASHING

CONTINUOUS

SEALANT

3/4" FIBER

CEMENT TRIM

GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR HARDWARE SET.

2. ALL DOORS SHALL OPEN WITH A FORCE NOT TO

EXCEED 5FT.LBS.

3. LOCKSETS SHALL BE OF TYPE AND MFG THAT WILL

RECEIVE INTERCHANGEABLE CORES THAT ARE

COMPATIBLE WITH THE EXISTING BEST LOCKING

SYSTEM; CORES WILL BE KEYED BY LOCKSMITH AT

CONTRACTOR EXPENSE.

4. PAINT ALL DOOR TRIM

5. REFER TO SHEET 0-G200 FOR ASSEMBLY

INFORMATION.

HM HOLLOW METAL, INSULATED, PRIMED AND PAINTED

MATERIAL AND COMMENT KEY

DOOR TYPE

TYPE A

FLUSH

PANEL

FRAME TYPE

HM FRAME

2"

RE: SCHED

2"

R E

S

C H

E D

U L E

PH1

W1

HM DOOR AND FRAME;

RE: SCHEDULE

EXTERIOR INTERIOR

SEALANT

PREFINISHED

METAL ANGLE

3/4" FIBER

CEMENT TRIM

1x6 STRAPPING

FRAMING AS REQUIRED TO

SUPPORT INSTALLATION OF

FIBER CEMENT SIDING AND TRIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

/2

0/

0:

:2

A M

A ut od es k D oc s:

//2

3-

N

P S

H A

F O

R eh ab D

D -C

D /2

3-

N P

S H

A F

O v

.r vt

2-A500

EV / BC

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DOOR SCHEDULE,

DETAILS

12012 6

SCALE OF INCHES

SCALE2-A500 A

DOOR SILL1

SCALE2-A500 A

DOOR HEAD2

DOOR SCHEDULE - PUMP HOUSE

LEAF

TYPE

PANEL

WIDTH 1

PANEL

WIDTH 2

PANEL

HEIGHT THICKNESS

DOOR

FINISH

Details

HARD

WARE SET CommentsDOOR

FRAME

TYPE Head Jamb Sill

P01 A 3'-0" 3'-0" 7'-0" 1 3/4" HM HM 2/2-A500 3/2-A500 1/2-A500 02 WEATHER STRIP

SCALE2-A500

DOOR JAMB3

PH2

2x6 CONTINUOUS RIM

AND RAFTER BEYOND,

RE: STRUCT, PAINT

TO EDGE OF DECK

1'-6"

2X8 FASCIA,

PAINT

R1

W1 EXPOSED EXTERIOR

DECK, PAINT

INFILL OPENING WITH

POLYISO BLOCKING AND

SEAL TO MEET AIR

BARRIER INSTALLATION

REQUIREMENTS PER MFR

PROVIDE SEALANT AND

OVERLAP PER MFR TO

MEET AIR BARRIER

INSTALLATION

REQUIREMENTS

PREFINISHED METAL

FLASHING, FINISH TO

MATCH STANDING

SEAM ROOF

PH2

FIRST FLOOR

100'-0"

R E

S

T R

U C

T

C U

R B

M

IN8

PREFINISHED METAL

PROTECTION PLATE; 22 GA MINCONCRETE CURB,

RE: STRUCT RIGID MINERAL WOOL

INSULATION, R-10 MIN

W1

SILL SEAL

PREFINISHED METAL FLASHING

WITH UPTURNED LEG, ANCHOR

MIN 2'-0" MIN OC, LAP WRB 4" MIN

M

IN6

"CONTINUOUS SEALANT

GRAVEL APRON,

MAINTAIN POSITIVE

DRAINAGE AWAY FROM

BUILDING; RE: CIVIL

DAMPPROOFING,

LAP OVER VAPOR

RETARDER AND

EXTEND TO BOTTOM

OF FOOTING

VAPOR

RETARDER

EXTEND VAPOR

RETARDER BELOW

STEM WALL TO

PROVIDE CAPILLARY

BREAK

COMPRESSIBLE FILL,

WITH CONTINUOUS

SEALANT

M

IN2

INTERIOR EXTERIOR

PHB

R1

W1

TO EDGE OF DECK

1'-0"

2X8 FASCIA,

PAINT FINISH

2X6 RAFTER,

PAINT

PREFINISHED

FLASHING TO

MATCH ROOF

EXPOSED DECK,

PAINT

STANDING SEAM

METAL ROOF

INFILL OPENING

WITH POLYISO

BLOCKING AND

SEAL TO MEET

AIR BARRIER

INSTALLATION

REQUIREMENTS

PER MFR

PROVIDE SEALANT

AND OVERLAP PER

MFR TO MEET AIR

BARRIER

INSTALLATION

REQUIREMENTS

PHB

W1

CONTINUOUS

SEALANT AND

BACKER ROD

SHIM AS

REQUIRED

CONTINUOUS

SEALANT

LOUVER, RE: MECH

PREFINISHED METAL

FLASHING, FINISH TO

MATCH LOUVER

PREFINISHED METAL

FLASHING WITH

UPTURNED LEG, LAP WRB

4" MIN AND PROVIDE

CONTINUOUS SEALANT

3/4" FIBER

CEMENT TRIM

3/4" FIBER

CEMENT TRIM

INTERIOR EXTERIOR

RE: MECH FOR

DUCT/FAN

CONNECTION

A B

O V

E R

O O

F F

IN

IS

H

E X

T E

N D

T H

IM

B

L E

M

IN

PREFINISHED ROOF

THIMBLE WITH WEATHER

SHIELD AND RAIN CAP,

ANCHOR SS FASTENERS

SET IN CONTINUOUS BEAD

OF HIGH TEMP SEALANT;

RE: MECH AND FIRE

PROTECTION

RAFTER BEYOND,

RE: STRUCT

R1

CONTINUOUS BEAD OF

HIGH TEMPERATURE

SEALANT

B E

L O

W B

.O R

A F

T E

R E

X T

E N

D

M

IN

PROVIDE BLOCKING

AROUND OPENING AS

REQUIRED

NOTE: COORDINATE LOCATION OF PENETRATION BETWEEN

STANDING SEAMS OF ROOF AND STRUCTURAL RAFTERS.

PIPE VENT, RE: MECH

RAFTER BEYOND,

RE: STRUCT

CONTINUOUS BEAD

OF SEALANT

HEAVY-GAUGE PREFINISHED

MTL PIPE BOOT; ANCHOR

WITH SS FASTENERS SET

INTO CONTINUOUS BEAD OF

SEALANT; FINISH TO MATCH

ROOF

CUT PANEL 1" SMALLER

THAN PENETRATION, BACK

CUT TABS, FOLD TABS UP

AROUND PENETRATION

AND PROVIDE

CONTINUOUS SEALANT

SS HOSE CLAMP

NOTE: COORDINATE LOCATION OF PENETRATION BETWEEN

STANDING SEAMS OF ROOF AND STRUCTURAL RAFTERS.

PROVIDE CONTINUOUS

MEMBRANE FLASHING AT

PENETRATIONU

P T

U R

N

M

IN

1'-0" M

IN

PH1

PHB

W1

W1 2X6 FRAMING;

RE: STRUCT

DRYWALL BLOCKING

3"

3/4" FIBER CEMENT

CORNER TRIM, TYP

1X6 STRAPPING

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REHABILITATE OPERATIONAL BUILDINGS AT

IDAHO PARKS

HAGERMAN FOSSIL BEDS NATL MONUMENT

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ROOF PENETRATION5

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EXTERIOR CORNER7

STRUCTURAL GENERAL NOTES

DESIGN LOADS:

1. AUTHORITY HAVING JURISDICTION: UNITED STATES GOVERNMENT

2. DESIGN LOADS BASED ON: 2021 INTERNATIONAL BUILDING CODE, ASCE 7-16, AND REFERENCED DOCUMENTS

3. RISK CATEGORY: IV ESSENTIAL FACILITY

4. ROOF LOADS

A. ROOF LIVE LOAD 20 PSF, 300 LBS

B. GROUND SNOW LOAD, Pg 23 PSF (PER 2015 UNIVERSITY OF IDAHO GROUND SNOW LOAD MAP) C. FLAT-ROOF SNOW LOAD, Pf 20 PSF D. SNOW EXPOSURE FACTOR, Ce 0.9 E. SNOW IMPORTANCE FACTOR, Is 1.2 F. THERMAL FACTOR, Ct 1.0

5. FLOOR LIVE LOADS:

6. WIND:

A. BASIC DESIGN WIND SPEED, VULT, (3-SEC GUST) 113 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED, VASD, (3-SEC GUST) 88 MPH

C. INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)

D. WIND EXPOSURE C

E. GROUND ELEVATION FACTOR 0.90 (2,870 FT ELEV)

F. COMPONENTS AND CLADDING ULTIMATE DESIGN WIND PRESSURES

1. WALLS:

a. WITHIN 3 FEET OF CORNERS +25 PSF -34 PSF

b. AWAY FROM CORNERS +25 PSF -27 PSF

2. ROOFS:

a. WITHIN 3 FEET OF CORNERS +23 PSF -57 PSF

b. WITHIN 3 FEET OF EDGES +23 PSF -46 PSF

c. AWAY FROM EDGES +23 PSF -42 PSF

3. OVERHANGS:

a. WITHIN 3 FEET OF CORNERS +23 PSF -70 PSF

b. AWAY FROM CORNERS +23 PSF -60 PSF

4. PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE FEET, BUT NOT BELOW 16 PSF.

7. SEISMIC:

A. SPECTRAL RESPONSE ACCELERATION PARAMETERS

1. SHORT PERIOD

a. SS 0.238 g

b. SDS 0.254 g

2. ONE SECOND

a. S1 0.090 g

b. SD1 0.143 g

B. SOILS SITE CLASS D

C. SEISMIC IMPORTANCE FACTOR 1.5

D. SEISMIC DESIGN CATEGORY D

E. BASIC SEISMIC-FORCE-RESISTING SYSTEMS

a. LIGHT FRAMED WOOD WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE

F. DESIGN BASE SHEAR 0.88 KIPS

G. SEISMIC RESPONSE COEFFICIENTS, CS 0.059

H. RESPONSE MODIFICATION COEFFICIENTS, R 6.5 (LIGHT-FRAME WOOD WALLS SHEATHED WITH WOOD STRUCTURAL

PANELS RATED FOR SHEAR RESISTANCE)

I. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

FOUNDATION DESIGN:

1. FOUNDATIONS ARE DESIGNED WITHOUT AN ENGINEER'S SOIL INVESTIGATION. THE DESIGN CRITERIA IS ASSUMED FOR PURPOSES OF

FOUNDATION DESIGN.

2. GEOTECHNICAL ENGINEER OR SPECIAL INSPECTOR (EMPLOYED BY THE CONTRACTOR) SHALL VERIFY SOIL CONDITIONS AND TYPES DURING

EXCAVATION AND PRIOR TO PLACEMENT OF FORMWORK OR CONCRETE.

3. MINIMUM FROST DEPTH SHALL BE 2'-0" BELOW EXTERIOR GRADE.

FOOTINGS:

1. DESIGN OF FOOTINGS IS BASED ON IBC TABLE 1806.2:

A. MAXIMUM PRESUMPTIVE ALLOWABLE BEARING PRESSURE 1,500 PSF

2. BEAR ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH.

REINFORCED CONCRETE:

1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."

2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."

3. STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

4. CONCRETE MIX TABLE NOTES:

A. SLUMP VALUES INDICATED ARE SUGGESTED BASED ON USE AND TYPICAL PLACEMENT METHODS. CONTRACTOR MAY ADJUST SLUMP AS

NECESSARY FOR FIELD CONDITIONS AND INSTALLATION METHOD USED PROVIDED REMAINING REQUIREMENTS ARE MET.

B. AIR CONTENT:

a. N/P: AIR ENTRAINING ADMIXTURES NOT PERMITTED, ENTRAPPED AIR ONLY

b. N/A: NOT APPLICABLE, NO STRUCTURAL AIR CONTENT REQUIREMENTS

5. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT."

6. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT #3 OR #4 TIES OR BARS OPTED TO BE FIELD-BENT SHALL BE GRADE 40.

7. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS PER THE CONCRETE LAP SPLICE SCHEDULE.

8. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR EACH LAYER OF

REINFORCEMENT.

9. FORM INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND AS SHOWN ON THE STRUCTURAL DRAWINGS.

10. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

1. EXPOSED TO EARTH OR WEATHER:

a. #6 THROUGH #18 BARS 2"

b. #5 BAR, W31 OR D31 WIRE,…