Attachment_3_B08_GOGA_SEKI_Ash_Mountain__Att_2_Drawing_SEKI_Ash_Mountain_Final_CD_Rev_1_6_30_25_0001.pdf

OR

OR

Design (Title I)

Prepared in Accordance with Preliminary by Preliminary Design (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Preliminary Design (Title I)

Project Manager

Drawing No.

Date

Date

QUALITY DESIGN CERTIFICATIONSheetMark REVISION Date Initial

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

PMIS

PMIS/PKG NO.

SHEET

OF

PROJECT REGION MAP

PROJECT PARK MAP

STRUCTURAL:

JVA, INC.

BOULDER, CO

80302

CIVIL:

OTAK

REDMOND, WA

98052

MECH / PLUMB:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

PRIME / ARCH:

ANDERSON HALLAS, PC

GOLDEN, CO

80401

HAZMAT:

LANDMARK

BLOOMINGTON, MN

55431

PROJECT TEAM

/2

3/

:4 7:

P

M A ut od es k

D oc s:

//2

2-

N P

S S

E K

I A sh

M ou nt ai n H el ib as e

D D

-C D

/2

-S E

K I A sh M ou nt ai n_ r2 2.

rv t

265122

265122

186332

1 80

PACIFIC WEST TULARE COUNTY CALIFORNIA

SEQUOIA & KINGS CANYON NATL PARK

ASH MOUNTAIN HELIBASE

SOUTH ENTRANCE STATION

Final Construction Documents

SEQUOIA & KINGS CANYON NATIONAL PARK - ASH MOUNTAIN HELIBASE

PROJECT LOCATION

PROJECT LOCATION

A4.0

A8.0

ROOM

100 1

A9.0

A5.0

FIRST FLOOR

100'-0"

W1 6 75

KEY

NOTE

WALL

TAG

WINDOW

TAG

DOOR

TAG

ELEVATION

MARK

NORTH

ARROW

DETAIL

REFERENCE

BUILDING

SECTION

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ROOM

TAG

SYMBOLS

X00 R1

ROOF

TAG

F1

FLOOR

TAG

GENERAL NOTES

1. DO NOT SCALE DRAWINGS

2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES (SEE LIST OF

APPLICABLE CODES ON SHEET G1.0)

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

DIMENSIONS INDICATING REQUIRED CLEARANCES ARE TO FACE OF FINISH UNLESS

OTHERWISE NOTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF

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 HIMSELF 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.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK UPS / UTILITY

CONNECTIONS, ETC. TO TEMPORARY TRAILERS.

9. SHOULD UNKNOWN ARCHEOLOGICAL RESOURCES BE ENCOUNTERED DURING

PROJECT IMPLEMENTATION, WORK WOULD BE HALTED IN THE DISCOVERY AREA,

AND SITE SECURED, AND PARKS' ARCHEOLOGIST NOTIFIED. THE PARKS'

ARCHEOLOGIST OR QUALIFIED REPRESENTATIVE WILL EXAMINE THE AREA AS

SOON AS POSSIBLE AND WILL FOLLOW THE REQUIREMENTS OF THE NHPA, AND ANY

OTHER APPLICABLE CULTURAL RESOURCE LAWS, AS NEEDED. WORK COULD

RESUME ONLY AFTER AN APPROPRIATE MITIGATION STRATEGY IS DEVELOPED IN

CONSULTATION WITH THE CALIFORNIA SHPO AND AFTER ARCHEOLOGICAL

CLEARANCE ARE OBTAINED.

ABBREVIATIONS

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

G0.1

JM

JM

RS/WS

10/23/2023

GENERAL NOTES,

ABBREVIATIONS, AND

INDEX

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

2 80

SHEET # OF SUB. SHEET SHEET NAME

GENERAL

1 80 G0.0 COVER SHEET

2 80 G0.1 GENERAL NOTES, ABBREVIATIONS, AND INDEX

3 80 G1.0 CODE ANALYSIS & ASSEMBLY TYPES

4 80 G1.1 MAIN FLOOR CODE PLAN & ACCESSIBILITY PLAN

5 80 G2.0 CONSTRUCTION STAGING & ACCESS PLAN

CIVIL

6 80 C0 BID OPTION OVERVIEW

7 80 C1 EXISTING CONDITIONS

8 80 C2 DEMO PLAN

9 80 C3 SITE PLAN

10 80 C4 GRADING PLAN

11 80 C5 UTILITY PLAN

12 80 C6 LAYOUT ELEVATION TABLES

13 80 C7 SITE DETAILS

ARCHITECTURAL

14 80 D0.0 FOUNDATION DEMOLITION PLAN

15 80 D0.1 MAIN FLOOR DEMOLITION PLAN

16 80 D0.3 ROOF DEMOLITION PLAN

17 80 A1.0 FOUNDATION PLAN

18 80 A1.1 MAIN FLOOR PLAN

19 80 A1.2 MAIN FLOOR REFLECTED CEILING PLAN

20 80 A1.3 ROOF PLAN

21 80 A2.0 EXTERIOR ELEVATIONS

22 80 A2.1 EXTERIOR ELEVATIONS

23 80 A3.0 BUILDING SECTIONS

24 80 A3.1 BUILDING SECTIONS

25 80 A3.5 WALL SECTIONS

26 80 A3.6 WALL SECTIONS

27 80 A4.0 RESTROOM ENLARGED PLANS & INT ELEVS

28 80 A4.1 RESTROOM INTERIOR ELEVATIONS

29 80 A4.2 BREAK ROOM ENLARGED PLAN & INT ELEVS

30 80 A4.3 FIRE CACHE ROOM INTERIOR ELEVS

31 80 A4.5 VERTICAL CIRCULATION

32 80 A5.0 DOOR & WINDOW SCHEDULES

33 80 A5.1 DOOR DETAILS

34 80 A6.0 EXTERIOR DETAILS - FOUNDATION / BASE OF WALL

35 80 A6.1 EXTERIOR DETAILS - WINDOW DETAILS

36 80 A6.2 EXTERIOR DETAILS - ROOF

37 80 A6.3 EXTERIOR DETAILS - ROOF

38 80 A6.4 INTERIOR DETAILS

39 80 A7.0 FINISH PLAN & SCHEDULE

STRUCTURAL

40 80 S0.1 GENERAL NOTES

41 80 S0.2 GENERAL NOTES

42 80 S0.3 GENERAL NOTES

43 80 S0.4 STRUCTURAL ABBREVIATIONS, SYMBOLS, & 3D VIEW

44 80 S1.1 FOUNDATION PLAN

45 80 S1.2 ROOF FRAMING PLAN

46 80 S5.01 TYPICAL CONCRETE DETAILS

47 80 S5.02 TYPICAL WOOD DETAILS

48 80 S5.03 TYPICAL WOOD DETAILS

49 80 S5.11 FOUNDATION SECTIONS

50 80 S5.12 FOUNDATION SECTIONS

51 80 S5.21 ROOF FRAMING SECTIONS

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.C. BASE CABINET

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

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM ASSOCIATION

GALV GALVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GRT GROUT

GWB GYPSUM WALLBOARD

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INCL. INCLUDING

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

LS LANDSCAPE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL and

PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

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

P.T. PRESSURE TREATED

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

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

BID OPTION 1 – NEW WATER SYSTEM

NOTE THE EXISTING WATER SERVICE MAY

STRUGGLE TO MEET THE HIGHER WATER DEMAND

OF THE NEW BUILDING. THE DESIGN TEAM HAS

EXPRESSED THESE CONCERNS ALONG WITH THE

EXISTING PUMP BEING EXPOSED TO THE ELEMENTS.

THE PARK HAS ACKNOWLEDGED THESE CONCERNS

AND ACCEPTED THAT THE WATER SERVICE MAY

NOT PERFORM EFFECTIVELY IF THIS BID OPTION IS

NOT ACCEPTED.

BID OPTION 2 – OIL/WATER SEPARATOR

BID OPTION 3 – ADDITIONAL SITE WORK

BID OPTION 4 – TEMPORARY SHADE STRUCTURE

BID OPTION 5 – LIGHTNING PROTECTION

RE: SPECIFICATIONS SECTION 012700 AND SUBSEQUENT

DRAWINGS FOR MORE INFORMATION

BID OPTIONS

SHEET # OF SUB. SHEET SHEET NAME

MECHANICAL

52 80 M0.0 MECHANICAL COVER SHEET

53 80 M0.1 MECHANICAL SCHEDULES

54 80 M0.2 MECHANICAL DETAILS

55 80 M0.3 COMCHECK

56 80 M0.4 COMCHECK

57 80 M1.0 MECHANICAL PLAN

PLUMBING

58 80 P0.0 PLUMBING COVER SHEET

59 80 P0.1 PLUMBING SCHEDULES

60 80 P0.2 PLUMBING ISOS

61 80 P1.0 PLUMBING PLAN

ELECTRICAL

62 80 E0.0 ELECTRICAL COVER SHEET

63 80 E0.1 ELECTRICAL COVER SHEET

64 80 E0.2 ELECTRICAL SITE PLAN

65 80 E1.0 ELECTRICAL POWER PLAN

66 80 E1.1 ELECTRICAL LIGHTING PLAN

67 80 E1.2 ELECTRICAL POWER AND LIGHTING ATTIC PLAN

68 80 E6.0 ELECTRICAL ONELINE DIAGRAM

69 80 E7.0 ELECTRICAL DETAILS

70 80 E7.1 ELECTRICAL SCHEDULES

71 80 E8.0 ELECTRICAL LIGHTING SCHEDULES

TECHNOLOGY

72 80 T0.0 TECHNOLOGY COVER SHEET

73 80 T0.1 TECHNOLOGY RESPONSIBILITY MATRIX

74 80 T0.2 TECHNOLOGY SITE PLAN

75 80 T1.1 TECHNOLOGY PLAN

76 80 T1.2 TECHNOLOGY CEILING PLAN

77 80 T1.3 TECHNOLOGY ROOF PLAN

78 80 T6.0 TECHNOLOGY ENLARGED TELECOM ROOM PLAN

79 80 T6.1 TECHNOLOGY DETAILS

80 80 T7.0 TECHNOLOGY SCHEDULES

CODE ANALYSIS

RE: INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL CODE INFORMATION

ANDERSON HALLAS ARCHITECTS PROJECT NUMBER: 2022580

PROJECT NAME: SEQUOIA AND KINGS CANYON NATIONAL PARK - ASH MOUNTAIN HELIBASE

ADDRESS: SOUTH ENTRANCE STATION, THREE RIVERS, CA (36°29'13.9"N 118°50'26.0"W)

AHJ: SEQUOIA AND KINGS CANYON NATIONAL PARK

CLIMATE ZONE: 3B (DRY) PER 2018 IECC

APPLICABLE CODES AND STANDARDS

2021 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL FUEL GAS CODE

2020 NATIONAL ELECTRIC CODE

NPS SUSTAINABILITY GUIDELINES

ASHRAE 90.1 - 2016

ASHRAE 62.1 - 2013

DIRECTOR’S ORDER 50B: OCCUPATIONAL SAFETY AND HEALTH PROGRAM

DIRECTOR’S ORDER 58: STRUCTURAL FIRE MANAGEMENT

DENVER SERVICE CENTER REQUIREMENTS

NFPA 101 (LIFE SAFETY CODE) – USE WHEN THE IBC IS SILENT

2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

EXECUTIVE ORDER 14057: CATALYZING CLEAN ENERGY INDUSTRIES AND JOBS THROUGH FEDERAL

SUSTAINABILITY

LOCATION-SPECIFIC STRUCTURAL LOAD DESIGN (SNOW AND WIND LOADS)

SECONDARY CODE: TITLE 24, 2022 CALIFORNIA BUILDING CODE

USE & OCCUPANCY CLASSIFICATION - IBC CHAPTER 3

OCCUPANCY CLASSIFICATION:

• B - BUSINESS (HELIBASE OFFICE FUNCTIONS) PER IBC §304.1

ASSEMBLY AND SMALLER STORAGE AREAS ARE CONSIDERED ACCESSORY TO B OCCUPANCY PER IBC §303.1.2

AND §311.1.1:

1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY

OR AS PART OF THAT OCCUPANCY.

2. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET (70 M2) IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR

AS PART OF THAT OCCUPANCY.

GENERAL BUILDING HEIGHTS & AREAS - IBC CHAPTER 5

BUILDING HEIGHT §504

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

ALLOWABLE BUILDING AREA (TABLE 506.2)

TYPES OF CONSTRUCTION - CHAPTER 6

CONSTRUCTION CLASSIFICATION: VB PER IBC §602.5

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

FIRE AND SMOKE PROTECTION FEATURES - CHAPTER 7

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER

TABLE 705.5

THE PROPOSED WORK COMPLIES WITH TABLE 705.8 OPENINGS. ONE EXISTING BUILDING (SHED) TO REMAIN WILL BE APPROXIMATELY 24'-10" FROM THE PROPOSED NEW STRUCTURE. THIS PROJECT IS TYPE VB CONSTRUCTION, AND THEREFORE REQUIRES NO ADDITIONAL OPENING PROTECTION.

INTERIOR FINISHES - 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.

FIRE PROTECTIVE SYSTEMS - CHAPTER 9

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: ELECTRICAL DRAWINGS

BUILDING ELEMENT

Primary structural frame f (see Section 202)

Bearing walls Exterior e, f

Interior

Nonbearing walls and partitions Exterior

Nonbearing walls and partitions Interior d

Floor construction and secondary members (see Section 202)

Roof construction and secondary members (see Section 202)

X < 5 b

5 ≤ X < 10

10 ≤ X < 30

X ≥ 30

ALLOWABLE

40'

3 STORIES

BUILDING HEIGHT

NUMBER OF STORIES

ACTUAL

18'-4"

1 STORY

B, TYPE VB, NON-SPRINKLERED

TYPE VB

REQUIRED

See Table 602

OCCUPANCY GROUP(S) &

CONSTRUCTION TYPE

ALLOWABLE

BUILDING AREA

ACTUAL BUILDING AREA

(PER FLOOR)

B, TYPE VB, NON-SPRINKLERED

OCCUPANCY GROUP BTYPE OF CONSTRUCTIONFIRE SEPARATION DISTANCE

= X (feet)

ALL

IA, IVA

OTHERS

IA, IB, IVA, IVB

IIB, VB

OTHERS

ALL

MEANS OF EGRESS - CHAPTER 10

RE: SHEET G1.1 CODE PLAN

HEADROOM PER IBC §1003.3.1

80" MINIMUM OVER ANY WALKING SURFACE

DESIGN OCCUPANT LOAD - TABLE 1004.5

FIRST FLOOR (BUSINESS):

LOCKERS 2

BREAK 1

HUDDLE 3

OFFICES 4

FIRE CACHE 1

RESTROOMS 3

14 TOTAL 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)

FIRST FLOOR TOTAL OCCUPANTS 14 X .2" = 2.8" WIDTH REQUIRED (DEFAULTS TO 32")

44" 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.

EGRESS WIDTH PER IBC §1005.3.2

OTHER EGRESS COMPONENTS: 0.2" PER OCCUPANT

14 OCCUPANTS X 0.2 = 2.8" (DEFAULTS TO 32" MIN.)

EGRESS CONTINUITY: REQUIRED MINIMUM WIDTH CAPACITY SHOULD NOT BE REDUCED ALONG THE PATH OF

EGRESS TRAVEL PER IBC 1005.4

MAXIMUM COMMON PATH OF TRAVEL DISTANCE PER TABLE 1006.2.1

MAXIMUM COMMON PATH OF TRAVEL (WITHOUT SPRINKLER): 100’

LONGEST COMMON PATH OF TRAVEL: 21’-5"

NUMBER OF EXITS PER IBC §1006.3.3 AND §1006.3.4

A BUILDING HAVING AN OCCUPANT LOAD OF LESS THAN 49 AND A MAXIMUM EXIT TRAVEL DISTANCE OF 75' SHALL

REQUIRE A SINGLE EXIT.

OCCUPANT LOAD = 14

LONGEST EXIT ACCESS TRAVEL DISTANCE = 66’-11"

PROVIDED NUMBER OF EXITS = 5

EXIT AND EXIT ACCESS DOORWAY CONFIGURATION PER IBC §1007

ONLY ONE EXIT IS REQUIRED FOR THIS PROJECT, AS TOTAL OCCUPANT LOAD IS 14. HOWEVER SINCE MORE THAN ONE EXIT IS BEING PROVIDED, 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: 62'-1" / 2 = 31'-1/2"

EXIT SEPARATION PROVIDED: 40'-11"

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.

ACCESSIBILE MEANS OF EGRESS PROVIDED = 5

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"

DIRECTION OF SWING PER §1010.1.2.1

SIDE-HINGED SWINGING DOORS, PIVOTED DOORS AND BALANCED DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE

PERSONS.

OCCUPANT LOAD = 14 N/A

EXIT ACCESS TRAVEL DISTANCE - TABLE 1017.2

B OCCUPANCY, NON-SPRINKLERED: 200'-0"

ACTUAL MAXIMUM TRAVEL DISTANCE 139'-7"

ACCESSIBILITY - CHAPTER 11

ACCESSIBLE ROUTE PER IBC §1104

RE: CIVIL SHEET C3 GRADING PLAN.

ACCESSIBLE ENTRANCES PER IBC §1105.1

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

ACCESSIBILE BUILDING ENTRIES PROVIDED, RE: G0.3 CODE PLAN.

SIGNAGE PER IBC §1111

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

ACCESSIBILITY AT THE LOCATIONS LISTED IN SECTION 1111.1

OTHER SIGNS: SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY AND EXIT DISCHARGE IN ACCORDANCE WITH SECTION PER

SECTION 1111.3. ACCESSIBILITY SIGNAGE PROVIDED AT ALL RESTROOMS.

GENERAL ACCESSIBILITY NOTES

THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS 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.

REFERENCE CODES: IBC 2021, 2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

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

9,000 SF 1,738 SF

PROVIDED

REQUIRED PROVIDED

NA

NA

NA

INTERIOR ENVIRONMENT - CHAPTER 12

UNVENTED ATTIC PER IBC §1202.3

UNDER-FLOOR VENTILATION PER IBC §1202.4

THE PROJECT UTILIZES A VAPOR RETARDER AT THE ENTIRE CRAWLSPACE AREA. PROVIDE UNDER FLOOR

VENTILATION PER IBC §1202.4.1.2

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

B OCCUPANCY

WATER CLOSETS:

1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50

14 OCCUPANTS = 1 REQUIRED

3 GENDER NEUTRAL WATER CLOSETS PROVIDED

LAVATORIES:

1 PER 40 FOR THE FIRST 80 OCCUPANTS AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80

14 OCCUPANTS = 1 REQUIRED

3 LAVATORIES PROVIDED

BATHTUBS/SHOWERS:

NONE REQUIRED

2 SHOWERS PROVIDED

DRINKING FOUNTAINS:

PER §2902.6, DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 15 OR

FEWER.

DRINKING FOUNTAINS REQUIRED = 0

DRINKING FOUNTAINS PROVIDED = 0

SERVICE SINKS:

PER TABLE 2902.1, EXCEPTION E, B OCCUPANCIES WITH OCCUPANT LOADS OF 15 OR FEWER DO NOT

REQUIRE A SERVICE SINK

SERVICE SINKS REQUIRED = 0

SERVICE SINKS PROVIDED = 0

LACTATION ROOM:

PROVIDED PER 40 US CODE 3318

IECC COMPLIANCE

CLIMATE ZONE PER IECC §C301

THE PROJECT IS LOCATED IN TULARE COUNTY, CA, CLIMATE ZONE 3B (DRY)

BUILDING INSULATION PER §C402.1.3 AND TABLE C402.1.3

THIS PROJECT WILL PURSUE PRESCRIPTIVE COMPLIANCE PATH PER THE FOLLOWING REQUIREMENTS:

ASSEMBLY REQUIRED PROVIDED

ATTIC INSULATION R38 R38 + R12 ci WOOD FRAMED WALLS R13 + R3.8 ci, OR R20 R20 + R6 ci

JOIST/FRAMING FLOOR R30 R30

SWINGING DOORS U0.61 MAX

§C402.4 FENESTRATION U-VALUE & SHGC

ASSEMBLY MAXIMUM U-VALUE

FIXED FENESTRATION U-0.38

ENTRY DOORS U-0.77

SKYLIGHTS U-0.5

§C402.5 AIR LEAKAGE

AIR BARRIER REQUIRED AND PROVIDED PER §C402.5.1 THROUGH §C402.5.8

TYPE # GRAPHIC REPRESENTATION

W1

2x6 STUDS, RE: STRUC

FIBER CEMENT SIDING VERTICAL

WITH 1X BATTENS

EXT WALL -

VERTICAL FIBER

CEMENT PANEL

WRB

SHEATHING, RE: STRUC

WALL ASSEMBLIES

W6

CONC FDN WALL

CAST IN PLACE

CIP CONC, RE: STRUC

MINERAL WOOL INSULATION (MIN R20)

W3

2x4 STUDS, RE: STRUC

INT WALL

2x4 GWB

BOTH SIDES

5/8" GWB BD, RE: FINISH SCHED

5/8" GWB BD, RE: FINISH SCHED FOR

LOCATIONS OF FRP OVER GWB &

FINISH PLYWOOD IN LIEU OF GWB

5/8" GWB BD, RE: FINISH SCHED

W2

2x6 STUDS, RE: STRUC

FIBER CEMENT SIDING SHAKE

SHINGLE PATTERN

EXT WALL -

VERTICAL FIBER

CEMENT PANEL

WRB

SHEATHING, RE: STRUC

MINERAL WOOL

INSULATION (MIN R20)

W4

2x6 STUDS, RE: STRUC

INT WALL

2x6 GWB

BOTH SIDES

5/8" GWB BD, RE: FINISH SCHED

5/8" GWB BD, RE: FINISH SCHEDFOR

LOCATIONS OF FRP OVER GWB &

FINISH PLYWOOD IN LIEU OF GWB

R1

MANUF WOOD

ROOF TRUSSES

WOOD TRUSS BOTTOM

CHORD, RE: STRUC

5/8" GWB BD, RE: FINISH SCHED

SLOPED WOOD TRUSS TOP CHORD,

RE: EXTERIOR ELEVATIONS

FACED BATT INSULATION

(R-38 MIN)

ROOF SHEATHING, RE: STRUC

(2) LAYERS 1" RIGID INSULATION

STANDING SEAM METAL ROOFING

(OVER) 60 LBS FELT PAPER SLIP

SHEET (OVER) ICE & WATER SHIELD

(OVER) ROOF COVERBOARD

TYPE # GRAPHIC REPRESENTATION

ROOF ASSEMBLIES

ACOUSTIC MINERAL

WOOL INSULATION

ACOUSTIC MINERAL

WOOL INSULATION

R2

WOOD ROOF

JOISTS

5/8" GWB BD, RE: FINISH SCHED

SLOPED WOOD JOIST, RE: STRUC

UN-FACED BATT

INSULATION (R-38 MIN)

ROOF SHEATHING, RE: STRUC

(2) LAYERS 1" RIGID INSULATION

STANDING SEAM METAL ROOFING

(OVER) 60 LBS FELT PAPER SLIP

SHEET (OVER) ICE & WATER

SHIELD (OVER) ROOF

COVERBOARD

F1

CONC SLAB

ON GRADE

TYPE # GRAPHIC REPRESENTATION

FLOOR ASSEMBLIES

F2

WOOD FLOOR

JOISTS

CIP CONC, RE: STRUC

ENGINEERED WOOD

JOISTS, RE: STRUC

BATT INSULATION (R-30 MIN)

FLOOR SHEATHING,

RE: STRUC

FLOOR FINISH, RE:

FINISH SCHEDULE

F3 WOOD DECK

P.T. WOOD JOISTS,

RE: STRUC

COMPOSITE DECKING

W5

2x4 STUDS, RE: STRUC

INT WALL

2x4 GWB

ONE SIDE

5/8" GWB BD, RE: FINISH SCHED FOR

LOCATIONS OF FRP OVER GWB &

FINISH PLYWOOD IN LIEU OF GWB

CLASS I AIR & VAPOR RETARDER

1" XPS RIGID INSULATION (MIN R-3.8c.i)

1" XPS RIGID INSULATION (MIN R-3.8c.i)

BUILDING INTERIOR THERMAL

ENVELOPE

BUILDING INTERIOR THERMAL

ENVELOPE

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

G1.0

CR/JM

CR/JM

KC/WS

10/23/2023

CODE ANALYSIS &

ASSEMBLY TYPES

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

3 80

SCALEG1.0

1 SECTION - THERMAL ENVELOPE

A

SCALEG1.0

2 SECTION - THERMAL ENVELOPE

A

160 3216

SCALE OF FEET

CODE OCCUPANT LOAD

ROOM NAME ROOM # AREA

OCC

FUNCTION

OCC

CLASS

OCC LOAD

FACTOR

# OF

OCC

CONTRACTOR 100 102 SF BUSINESS B 150 SF 1

ABRO 101 114 SF BUSINESS B 150 SF 1

WORKSTATIONS 102 124 SF BUSINESS B 150 SF 1

SUPER 103 95 SF BUSINESS B 150 SF 1

HUDDLE 104 319 SF BUSINESS B 150 SF 3

BREAK 106 40 SF BUSINESS B 150 SF 1

SHOWER 108 67 SF BUSINESS B 150 SF 1

SHOWER 109 72 SF BUSINESS B 150 SF 1

UNISEX 110 60 SF BUSINESS B 150 SF 1

LOCKERS 111 99 SF BUSINESS B 50 SF 2

FIRE CACHE 113 260 SF STORAGE B 300 SF 1

GRAND TOTAL 1,352 SF 14

IV

VI

II

XV

XV

XV

I I

I

IV

VI

IV V

I

IVV

X

IV V

I

I

I I

I

V I

IVV

IVV

IV

V

II

II

II

II

II

II

III

IV V IV

V I

IV

II

II

II

IV V

I

I

XV

I

II

III

EXIT SEPAR

ATIO

N

40'-11"AC

TU

AL

21' - 5"

5 sec

34' - 7"

8 sec

13' - 7"

3 sec

FEC

BREAK

FIRE CACHE

ABRO

WORKSTATIONS

SUPER

HUDDLE

LOCKERS

CONTRACTOR

MECH

ALL GENDER RR

ALL GENDER RR

ALL GENDER RR

STOR

(COMMON PATH)

EXIT TRAVEL DISTANCE:

35'-0" (8 SEC)

EXIT TRAVEL DISTANCE:

56'-0" (13 SEC)

M

IN

. R

EQ. E

XIT

S

EPARATIO

N: 1

/2 X

3'-8

31'-1 0"

EXIT

E

GRESS D

IS

TANCE =

63'-8

ABAAS EXIT DOOR. PROVIDE EXIT

SIGNAGE WHERE REQUIRED, RE: ELEC

LEGEND

FEC

ABAAS ROUTE

NEW SEMI-RECESSED FIRE

EXTINGUISHER CABINET (SHALL NOT

PROTRUDE MORE THAN 4" FROM WALL)

RE: CIVIL FOR

CONTINUATION OF

ACCESSIBLE ROUTE

BREAK

FIRE CACHE

ABRO

WORKSTATIONS

SUPER

HUDDLE

LOCKERS

CONTRACTOR

CIRCULATION

MECH

ALL GENDER RR

ALL GENDER RR

ALL GENDER RR

STOR

RE: RESTROOM ENLARGED

PLANS FOR ADDITIONAL

ACCESSIBILITY CLEARANCES

= DOOR APPROACH DIRECTION

*48" MIN (1220) IF

CLOSER IS PROVIDED

(H) LATCH APPROACH,

PUSH SIDE

24" MIN

*54" MIN (1370) IF

CLOSER IS PROVIDED

(G) LATCH APPROACH,

PULL SIDE

M

IN

22" MIN

*48" MIN (1220) IF BOTH

CLOSER & LATCH PROVIDED

(F) HINGE APPROACH,

PUSH SIDE

M

IN

X" MIN.

(D&E) HINGE APPROACH,

PULL SIDE

Y

M

IN

(B&C) FRONT APPROACH,

PUSH SIDE

X

M

IN

12" MIN*

*IF BOTH CLOSER &

LATCH ARE PROVIDED

18" MIN

(A) FRONT APPROACH,

PULL SIDE

M

IN

(D) = IF X = 36" (915) MIN.

THEN Y" = 60" (1525) MIN.

(E) = IF X = 42" (1065) MIN.

THEN Y = 54" (1370) MIN

X = 52" (1320) MIN NEW BUILDING

X = 48" (1220) MIN EXISTING BUILDING

24" MIN 1

M

IN

ANSI A117.1 - SECTION 404

CLEAR FLOOR

SPACE (CFS)

CIRCLE TURNING

SPACE

T-SHAPED TURNING

SPACE OPT. B

WATER CLOSET

CLEARANCE

5' - 0"

4' - 4" ø 5'-7"

11" 3' - 6" 11"

5' - 4"

KNEE & TOE

OVERLAP

KNEE & TOE

OVERLAP

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

G1.1

JM

JM

RS/WS

10/23/2023

MAIN FLOOR CODE

PLAN & ACCESSIBILITY

PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

4 80SCALEG1.1

1 MAIN FLOOR CODE PLAN

A

CODE OCCUPANT LOAD

ROOM NAME ROOM # AREA

OCC

FUNCTION

OCC

CLASS

OCC LOAD

FACTOR

# OF

OCC

CONTRACTOR 100 102 SF BUSINESS B 150 SF 1

ABRO 101 114 SF BUSINESS B 150 SF 1

WORKSTATIONS 102 124 SF BUSINESS B 150 SF 1

SUPER 103 95 SF BUSINESS B 150 SF 1

HUDDLE 104 319 SF BUSINESS B 150 SF 3

BREAK 106 40 SF BUSINESS B 150 SF 1

SHOWER 108 67 SF BUSINESS B 150 SF 1

SHOWER 109 72 SF BUSINESS B 150 SF 1

UNISEX 110 60 SF BUSINESS B 150 SF 1

LOCKERS 111 99 SF BUSINESS B 50 SF 2

FIRE CACHE 113 260 SF STORAGE B 300 SF 1

GRAND TOTAL 1,352 SF 14

SCALEG1.1

2 MAIN FLOOR ACCESSIBILITY PLAN

A

40 8 124

SCALE OF FEET

<E> ACCESS GATE TO REMAIN,

PROTECT THROUGHOUT

CONSTRUCTION

M

IN

M

IN

'-0

<E> SHED

GENERAL NOTES

1. POTENTIAL STAGING AREA SHOWN. CONTRACTOR TO

COORDINATE EXACT LOCATION AND REQUIREMENTS WITH CO

PRIOR TO MOBILIZATION.

2. RE: CIVIL DRAWINGS FOR LIMITS OF WORK.

3. SINGLE ROAD ACCESS ROUTE FOR CONSTRUCTION AND NPS.

MAINTAIN NPS ACCESS AND EMERGENCY EGRESS ROUTES.

COORDINATE ANY TEMPORARY ROAD CLOSURES WITH

CONTRACTING OFFICER.

4. CONTRACTOR PARKING TO BE COORDINATED WITH

CONTRACTING OFFICER AND MAY CHANGE SEASONALLY.

5. PROVIDE FENCING AT CONSTRUCTION AND STAGING AREAS AS

DESCRIBED IN DIV 01 SPECIFICATIONS.

6. GATES PROVIDED AS ACCESS TO FENCED CONSTRUCTION

SHALL NOT SWING INTO EXISTING TRAFFIC AREAS.

7. STAGING AREA SHALL BE RESTORED TO PRE-CONSTRUCTION

CONDITION WHEN WORK IS COMPLETE.

8. CONTRACTOR SHALL MAINTAIN EMERGENCY EGRESS ROUTES

DURING CONSTRUCTION.

9. MATERIAL STOCKPILES ARE LIMITED TO 8' IN HEIGHT, AND MUST

CONFORM TO DRAINAGE REQUIREMENTS OUTLINED IN

DRAWINGS AND SPECIFICATIONS.

10. SMOKING IS NOT PERMITTED WITHIN BUILDINGS, TRAILERS OR

WITHIN 25' OF ENTRANCES, OPERABLE WINDOWS OR OUTDOOR

AIR INTAKES. TOBACCO USE AND VAPING IS RESTRICTED TO A

DESIGNATED AREA COMPLYING WITH THE ABOVE

RESTRICTIONS, AND SEPARATED FROM PUBLIC ACCESS, AND

DISPOSAL UNIT PROVIDED. OBTAIN CONTRACTING OFFICER'S

APPROVAL FOR LOCATION OF DEDICATED SMOKING AREA.

11. FUELING STATION TO BE MIN 50' FROM BUILDING.

12. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS FOR

NPS TEMPORARY FACILITIES WITH PARK CONTACT AND

CONTRACTING OFFICER.

13. CONTRACTOR TO PROTECT ALL STOCKPILING AND STORAGE

FROM POTENTIAL ROTORWASH FROM HELICOPTER AT ALL

TIMES. COMPLY WITH DUST AND DEBRIS PREVENTION

OUTLINED IN SPECIFICATIONS.

STAGING AND ACCESS LEGEND

LIMITS OF WORK, RE: CIVIL

EMERGENCY HELIPAD ACCESS TO

REMAIN FREE AND CLEAR AT ALL TIMES

CONSTRUCTION STAGING / STOCKPILIING AREA

CONSTRUCTION TRAILER PARKING (10' X 30' SHOWN)

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

G2.0

JM

JM

RS/WS

10/23/2023

CONSTRUCTION

STAGING & ACCESS

PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

5 80

160 3216

SCALE OF FEET

SCALEG2.0

1 CONSTRUCTION STAGING & ACCESS PLAN

A

AUTHORIZED VEHICLES ONLY

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C0

BID OPTION

OVERVIEW

N

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

C1

EXISTING CONDITIONS

Signed: 10/19/2023

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C2

DEMO PLAN

LEGEND

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C3

SITE PLAN

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C4

GRADING PLAN

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C5

UTILITY PLAN

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C6

LAYOUT ELEVATION

TABLES

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM/LM

EM

EM/KK

10/23/2023

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK 80

265122

SEKI 102

186332

LIC

EN

SE

D PROFESSIONAL ENGINEE R

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDERS68843 C7

SITE DETAILS

Cap rock

4"

1/

2"

8"

2"

5'- 0"

2'-6"

1e b e

2e 3e 4e 5e 6e a c d

D2

D7

D1 D10D10 D10

D10

D11

GENERAL NOTES

1. <E> BUILDING AND ASSOCIATED SITE ELEMENTS TO BE COMPLETELY DEMOLISHED,

RE: CIVIL FOR SITE DEMO

2. RE: STRUC, MECH, ELEC, AND PLUMB FOR FULL SCOPE OF THE DEMO WORK.

3. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REFER TO

HAZARDOUS MATERIALS IDENTIFICATION REPORT IN THE SPECIFICATIONS. STOP

WORK AND NOTIFY CO IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL IS

FOUND DURING DEMO.

EXISTING WALL TO BE REMOVED

LEGEND

EXISTING CONC. FDN. WALL TO BE REMOVED

EXISTING CONC. SLAB ON GRADE TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

D0.0

JM

JM

RS/WS

10/23/2023

FOUNDATION

DEMOLITION PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

14 80

KEYNOTES

D1 DEMO <E> CONCRETE PIERS AND ALL ASSOCIATED ELEMENTS

D2 DEMO <E> SLAB ON GRADE AND ALL ASSOCIATED ELEMENTS

D7 DEMO <E> CMU AND CONCRETE FOUNDATION UNDER STONE WALKWAY

D10 DEMO <E> WOOD FRAMING AND STAIR AT EXTERIOR DECK

D11 REFER TO CIVIL FOR UTILITY CONNECTIONS TO BE SALVAGED AND PROTECTED FOR

RECONNECTION

SCALED0.0

1 FOUNDATION DEMOLITION PLAN

A

40 84

UP

b e

2e 3e 4e 5e 6e a c d

2 3/8" 40'-9 1/8" 2 1/2" 8'-6" 1 3/4"

(6T @ 11" EA.)

5'-4 1/4"

8'-0" 8'-3" 24'-8 1/2" 2 1/2" 8'-7 3/4"

(6T @ 11" EA.)

5'-4 1/4"

CLCL

<E> SLAB ON GRADE

24'-0 1/2"

CL

<E> JOIST STRUCTURE OVER PIERS

25'-5 1/8"

55'-2"

/8

/8

/8

/8

/2

/8

/8

55'-2"

/8

/8

/2

/8

/8

/8

/8

LINE OF ROOF

ABOVE, TYP.

D3D3

D4

D4

D4

D13

D12

D10

D10

EXISTING WALL TO BE REMOVED

LEGEND

EXISTING CONC. FDN. WALL TO BE REMOVED

EXISTING CONC. SLAB ON GRADE TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

GENERAL NOTES

1. <E> BUILDING AND ASSOCIATED SITE ELEMENTS TO BE COMPLETELY DEMOLISHED,

RE: CIVIL FOR SITE DEMO

2. RE: STRUC, MECH, ELEC, AND PLUMB FOR FULL SCOPE OF THE DEMO WORK.

3. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REFER TO

HAZARDOUS MATERIALS IDENTIFICATION REPORT IN THE SPECIFICATIONS. STOP

WORK AND NOTIFY CO IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL IS

FOUND DURING DEMO.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

D0.1

JM

JM

RS/WS

10/23/2023

MAIN FLOOR

DEMOLITION PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

15 80

SCALED0.1

1 MAIN FLOOR DEMOLITION PLAN

A

40 84

SCALE OF FEET

KEYNOTES

D3 DEMO ALL <E> BUILT ELEMENTS, INCLUDING BUILDING AND PORCH

D4 DEMO <E> CONCRETE/SCHIST STONE WALKWAY, STAIRS, AND CMU SITE WALLS

SUPPORTING WALKWAY. SALVAGE SCHIST STONE AND RETURN TO PARK.

D10 DEMO <E> WOOD FRAMING AND STAIR AT EXTERIOR DECK

D12 DEMO ALL <E> PLUMBING FIXTURES AND PIPING

D13 DEMO <E> WORKBENCH AND SHELVING

b e

2e 3e 4e 5e 6e a c d

3/8" / 12"

D5

D8

D9

1/4" / 12"

GENERAL NOTES

1. <E> BUILDING AND ASSOCIATED SITE ELEMENTS TO BE COMPLETELY DEMOLISHED,

RE: CIVIL FOR SITE DEMO

2. RE: STRUC, MECH, ELEC, AND PLUMB FOR FULL SCOPE OF THE DEMO WORK.

3. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REFER TO

HAZARDOUS MATERIALS IDENTIFICATION REPORT IN THE SPECIFICATIONS. STOP

WORK AND NOTIFY CO IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL IS

FOUND DURING DEMO.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:1

P M

D0.3

JM

JM

RS/WS

10/23/2023

ROOF DEMOLITION

PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

16 80

SCALED0.3

1 ROOF DEMOLITION PLAN

A

40 84

SCALE OF FEET

KEYNOTES

D5 DEMO <E> GRAVEL BALLAST ROOF, APPURTENANCES, AND EQUIPMENT

D8 SALVAGE <E> COMMUNICATIONS ANTENNA TO BE REINSTALLED BY PARK. COORDINATE

TEMPORARY STORAGE DUING CONSTRUCTION WITH CO.

D9 DEMO <E> CORRUGATED METAL ROOF, WOOD FRAMING, AND WOOD PORCH

A3.5

B B

C C

A A

D D

E E

60'-0"

8'-2" 18'-4" 6'-9" 10'-1" 11'-8" 5'-0"

8'-2" 18'-4" 6'-9" 10'-1" 11'-8" 5'-0"

C L C L

C L C L

C L C L

/2

/2

/4

/4

/4

/4

60'-0"

CRAWLSPACE

A3.0

A3.0

A3.0

A3.0

A3.1

A3.1

A3.1

A3.1

N3

N3

N3

N3

N3

N50

N3

N50

11'-8"

A3.5

A3.5

A3.6

A3.6

103C

A1.0

N67

N79

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE. RE: CIVIL. ROUGH GRADE CRAWLSPACE TO PROVIDE

SMOOTH SURFACE FOR VAPOR RETARDER INSTALLATION AND MINIMUM24" CLEAR HEIGHT.

2. EXTERIOR FINISH TO BE CEMENT FIBER BOARD WITH VERTICAL BOARD AND BATTEN

PATTERN WITH SHINGLE PATTERN AT GABLE ENDS

3. RE SHEET A4.5 - VERTICAL CIRCULATION FOR ADDITIONAL INFORMATION.

B

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

/2

0"

ALL GENDER RR

ALL GENDER RR

-2"

0"

N79

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:3

P M

A1.0

JM/RS

JM

RS/WS

10/23/2023

FOUNDATION PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

17 80

SCALEA1.0

1 FOUNDATION PLAN

A

KEYNOTES

N3 CONCRETE SLAB PERIMETER FOOTING, RE: STRUCT

N50 CONCRETE SLAB ON GRADE, RE: CIVIL & STRUCTURAL. PROVIDE CONTROL JOINTS WITH

175 SF MAX AREA.

N67 VAPOR RETARDER. LAP AND SEAL JOINTS MIN 6".

N79 RECESS CONCRETE SLAB FOR ABA SHOWER. RE: STRUC FOR SLAB REINFORCING, RE:

PLUMB FOR SHOWER PAN INFO

20 42

SCALE OF FEET

SCALEA1.0

2 ENLARGED FDN PLAN

B

DN

J

J

J

8'-2" 18'-4" 6'-9" 10'-1" 11'-8" 5'-0"

60'-0"

8'-2" 18'-4" 6'-9" 10'-1" 11'-8" 5'-0" 1'-1 1/2" 4'-9"

A2.0

A2.0

A2.1

A2.1

B

104A

113A

107B

107A

BREAK

A3.5

104C

113B

60'-0" 5'-10 1/2"

CLCL4'-6" 4'-7" 2'-7"

CLCLCL6'-3" 1'-11" 13'-2" 5'-2" 3'-5" 3'-4"

C L

B B

C C

A A

D D

E E

1" / 12"

CLCLCLCL

3'-7 1/8" 4'-4 7/8" 4'-4 5/8" 2'-4 3/8" 5'-7 5/8" 4'-5 3/8" 5'-9 1/8" 5'-10 7/8"

D

D

E

E

E

E

C L

A

C L C L

B

EEE

FIRE CACHE

ABRO

WORKSTATIONS

SUPER

HUDDLE

LOCKERS

CONTRACTOR

CIRCULATION

MECH

ALL GENDER RR

ALL GENDER RR

ALL GENDER RR

N7

T@ 11"2

N9

N10

N11

A3.0

A3.0

A3.0

A3.0

A3.1

A3.1

A3.1

A3.1

A4.2 3

A4.0

C L

A

N30

N30

N30

N41

N12

N30

N36

N36

N5 N6

N6

A4.5

A4.5

C1

104B

N8

N8

N72

N46

N17

N31

N28 N12

R@ 6 5/8"3

A4.2

A

N52

N77

N18

N49

W1

W1

W1

W1

W1

W1

W1

W1

W4

W4

W4

W4

STOR

N22

N23N23

C L

C L C L

C L C L1

/8

/8

10'-4" 8'-0"

CL

1'-10"

CL1'-10"

C L 1

C L

C L1

C L

C L

CLCL1'-10" 2'-1" 2'-10" 3'-1 1/2"

6'-0"

A3.5

A3.5

A3.6

A3.6

N54

N54

N58

N57

N45

A4.3 1

A4.5

A4.5

N44 N74

N37

A6.4

A6.4

53 1/4"

N75

N75

N75 N75

N75

N71 N71 N71

N71

N36

N62

N78

N71

N75

N61

N61

N61

N61

N61 N61N61

N61

N80

GENERAL NOTES

1. FFE: 100'-0" = USGS 1,686.3'

2. DIMS ARE TO FACE OF STRUC UON.

3. UON ALL INT PARTITION WALLS ARE TYPE 3, RE: G0.2 WALL TYPES

4. NOT ALL WALL TAGS INDICATED HERE, RE: ENLARGED PLANS FOR ADDITIONAL INFO

5. DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE UON.

6. RE: CIVIL, LAND, STRUC, MECH, PLUMB, ELEC, AND TECH DRAWINGS FOR MORE INFO.

7. REFER TO FINISH SCHEDULE FOR INTERIOR FINISHES.

8. SUPER OFFICE 103 TO SERVE AS LACTATION ROOM WHEN NEEDED. PRIVACY SHADES

PROVIDED AT ALL WINDOWS AND DOOR LITES.

2 3

A

18'-4"

N55N55

100'-0"

N76

SCALEA1.1

1 MAIN FLOOR PLAN

A

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:3

P M

A1.1

JM

JM

RS/WS

10/23/2023

MAIN FLOOR PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

18 80

KEYNOTES

N5 CONC RAMP WITH STEEL PIPE HANDRAILS AND COMPOSITE WOOD PICKETS WITH

COMPOSITE CAP

N6 COMPOSITE DECKING OVER P.T. WOOD FRAMING, RE: STRUCTURE. PROVIDE

COMPOSITE GUARDS AND HANDRAILS

N7 STAIRS WITH COMPOSITE TREADS AND RISERS OVER P.T. WOOD FRAMING. PROVIDE

GUARDS AND HANDRAILS

N8 BUILT-IN OPEN WOOD SHELVING UNIT

N9 SOLID SURFACE COUNTERTOP WITH PLAM BASE AND WALL CABINETS

N10 COMMERCIAL WASHER AND DRYER. RE: MECH AND PLUMB

N11 2' DEEP PLAM CABINET ABOVE REFRIGERATOR ALCOVE

N12 STAFF LOCKERS, PROVIDED BY NPS

N17 2'X3' SCALE PROVIDED BY NPS

N18 REFRIGERATOR WITH BUILT IN ICEMAKER/WATER DISPENSER, RE: PLUMB

N22 (2) BUILT-IN WOOD SHELVES. BOTTOM SHELF TO PROVIDE MIN 40" CLEAR BELOW

N23 PROVIDE (1) LAYER 3/4" FINISH PLYWOOD AT INTERIOR WALL IN LIEU OF GWB. PT SAME

COLOR AS ADJACENT GYP. BD WALLS

N28 36" X 36" ABA COMPLIANT MANUFACTURED SHOWER BASE, INTEGRAL WALL

SURROUNDS, AND ROD & CURTAIN, RE: PLUMB. PROVIDE IN-WALL BLOCKING,

FOLD-DOWN SEAT AND GRAB BARS WITHIN STALL PER ABA REQUIREMENTS

N30 FLOOR DRAIN, RE: PLUMBING

N31 36" X 36" MANUFACTURED SHOWER BASE, INTEGRAL WALL SURROUNDS, AND ROD &

CURTAIN, RE: PLUMB

N36 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. CONNECT TO UNDERGOUND

DRAINAGE, RE CIVIL

N37 WATER ENTRY ROOM, AND BOOSTER PUMP (BID OPTION 1), RE: PLUMB

N41 WATER HEATER, RE: MECH AND PLUMB

N44 MECHANICAL EQUIPMENT, RE: MECH

N45 RECESSED ELECTRICAL PANEL, RE: ELEC

N46 TECHNOLOGY EQUIPMENT AND CABLE RACK, RE: TECH

N49 ELECTRICAL EQUIPMENT, RE: ELEC

N52 RECESSED FIRE ALARM PANEL, RE: ELEC

N54 HOSE BIBB, RE: PLUMB

N55 CONC SLAB ON GRADE, RE: CIVIL & STRUCT

N57 COUNTERTOP MICROWAVE, PARK PROVIDED

N58 NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET (SHALL NOT PROTRUDE MORE THAN

4" FROM WALL)

N61 MANUALLY OPERATED ROLLER WINDOW SHADE

N62 TRANSFER SWITCH FOR MOBILE GENERATOR HOOKUP, RE: ELEC

N71 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. DAYLIGHT TO CONCRETE SPLASH

BLOCK, RE CIVIL

N72 UNDER-MOUNTED SINK, RE: PLUMB

N74 (1) BUILT-IN WOOD SHELF ON RECESSED L BRACKETS. INSTALL AT 5'-6" AFF

N75 BUILT-IN DESK WITH SOLID SURFACE COUNTERTOP ON WALL BRACKETS

N76 PRE-FINISHED METAL GUTTER AND DOWNSPOUT, INTEGRATE WITH UNDERGROUND

OUTFALL DRAIN, RE: CIVIL

N77 PANELBOARD, RE: ELEC

N78 ELEC METER, RE: ELEC

N80 PROVIDE IN WALL BLOCKING FOR TV MOUNT, RE: TECH

BID OPT. 4 - TEMP. SHADE STRUCTURE

SCALE A

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

WAP

WAP

A3.5

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

8'-0 1/2"

8'-0 1/2"

8'-0 1/2"

8'-0 1/2"

8'-0 1/2"

FIRE CACHE

ABRO

WORKSTATIONS

SUPER

HUDDLE

LOCKERS

CONTRACTOR

BREAK

ALL GENDER RR

ALL GENDER RR

ALL GENDER RR

MECH

CIRCULATION

B B

C C

A A

D D

E E

N15

N15

N15

N15

N15

N15

N15

A3.0

A3.0

A3.0

A3.0

A3.1

A3.1

A3.1

A3.1

N36

N36

8'-0 1/2"

8'-0 1/2"

N16

N16

N15

N15

8'-0 1/2"

N15

8'-0 1/2"

N15

8'-0 1/2"

N15

N53

(ABOVE DOOR)

A3.5

A3.5

A3.6

A3.6

N60

N68

N68N68

N68

N68

N68

N68

E Q

E Q

EQ EQ

E Q

E Q

EQ EQ

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q A L

IG

N

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

EQ EQ

ALIGN

EQ.EQ.

N36

N71

N71N71N71

N71

N53

N61 N61 N61 N61 N61

N61

N61

N61

GENERAL NOTES

1. ALL GWB IN 'WET' AREAS TO BE MOISTURE RESISTANT U.O.N.

2. INTERIOR WALLS AND CEILINGS TO BE PAINTED GWB

3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

4. ALL LIGHT FIXTURES, FIRE ALARM DEVICES, TECHNOLOGY DEVICES AND MECHANICAL

VENTS ARE SHOWN HERE FOR REFERENCE. RE: ELEC, RE: MECH.

LEGEND

GWB CEILING, PAINTED

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:3

P M

A1.2

JM

JM

RS/WS

10/23/2023

MAIN FLOOR

REFLECTED CEILING

PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

19 80

SCALEA1.2

1 MAIN FLOOR REFLECTED CEILING PLAN

A

KEYNOTES

N15 GYPSUM BOARD CEILING, PAINTED

N16 VAULTED CEILING. ROOF JOISTS TO BE CONCEALED WITH GYPSUM BOARD AND

PAINTED. RE: STRUCT

N36 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. CONNECT TO UNDERGOUND

DRAINAGE, RE CIVIL

N53 MECH EQUIP ACCESS PANEL, RE: MECH

N60 STRUCTURAL WD BM, WRAP WITH GWB AND PT, RE: STRUCT

N61 MANUALLY OPERATED ROLLER WINDOW SHADE

N68 FIBER CEMENT SOFFIT BOARD

N71 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. DAYLIGHT TO CONCRETE SPLASH

BLOCK, RE CIVIL

A2.0

A2.0

A2.1

A2.1

A3.5

4" / 12" 4" / 12"

TYP UON

1'-0" EAVE

T Y

P U

O N

R A

K E

B B

C C

A A

D D

E E

N20

N20

A3.0

A3.0

A3.0

A3.0

A3.1

A3.1

A3.1

A3.1

N36

N48

A3.5

A3.6

A3.6

N56

N36N36

6'-0" RAKE

A4.5

A4.5

RIDGE RIDGE

R

ID

G E

V A L L E Y

V A L L E Y

A6.3

Sim

A6.3

Sim

A6.3

Sim

N71

N71

N71 N71 N71

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:3

P M

A1.3

JM

JM

RS/WS

10/23/2023

ROOF PLAN

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

20 80

SCALEA1.3

1 ROOF PLAN

A

KEYNOTES

N20 PRE-FINISHED STANDING SEAM METAL ROOF

N36 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. CONNECT TO UNDERGOUND

DRAINAGE, RE CIVIL

N48 PARK TO REINSTALL SALVAGED COMMUNICATIONS ANTENNA. GC TO PROVIDE

BLOCKING AND SEALANT AT ROOF AFTER INSTALL. RE: ELEC & TECH

N56 MECH EXHAUST VENT, RE: MECH. PROVIDE ROOF BOOT TO MATCH ADJACENT ROOFING

N71 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. DAYLIGHT TO CONCRETE SPLASH

BLOCK, RE CIVIL

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

E

4"

12"

4"

12"

/8

1234567

A3.1

A3.1

N20

N71

O V

E R

A L L H

E

IG

H T

N5

C

N7

N48

A3.5

A3.6

A3.6

N43

N36

N36

N54

N63

N63

N63 N63

N14

N14

N73

A4.5

A6.0

ID

IN

G

N36

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

D

D

E E

/8

B CA D E

A3.0

A3.0

N20

N71

N7

A4.5

N1

N48

N56

N63N63

N63

N14

N71

N73

A6.0

S

ID

IN

G

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE. RE: CIVIL. ROUGH GRADE CRAWLSPACE TO PROVIDE

SMOOTH SURFACE FOR VAPOR RETARDER INSTALLATION AND MINIMUM24" CLEAR HEIGHT.

2. EXTERIOR FINISH TO BE CEMENT FIBER BOARD WITH VERTICAL BOARD AND BATTEN

PATTERN WITH SHINGLE PATTERN AT GABLE ENDS

3. RE SHEET A4.5 - VERTICAL CIRCULATION FOR ADDITIONAL INFORMATION.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:4

P M

A2.0

JM

JM

RS/WS

10/23/2023

EXTERIOR ELEVATIONS

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

21 80

SCALEA2.0

1 NORTH ELEVATION

A

SCALEA2.0

2 EAST ELEVATION

A

KEYNOTES

N1 P.T. WOOD POST ON CONCRETE PIER, TYP. RE: STRUCT

N5 CONC RAMP WITH STEEL PIPE HANDRAILS AND COMPOSITE WOOD PICKETS WITH

COMPOSITE CAP

N7 STAIRS WITH COMPOSITE TREADS AND RISERS OVER P.T. WOOD FRAMING. PROVIDE

GUARDS AND HANDRAILS

N14 FIBER CEMENT BOARD SIDING AND BATTENS AT 16" OC, MAINTAIN MIN 6" ABOVE GRADE

PER MANUFACTURER, TYP.

N20 PRE-FINISHED STANDING SEAM METAL ROOF

N36 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. CONNECT TO UNDERGOUND

DRAINAGE, RE CIVIL

N43 MECH LOUVER, RE: MECH

N48 PARK TO REINSTALL SALVAGED COMMUNICATIONS ANTENNA. GC TO PROVIDE

BLOCKING AND SEALANT AT ROOF AFTER INSTALL. RE: ELEC & TECH

N54 HOSE BIBB, RE: PLUMB

N56 MECH EXHAUST VENT, RE: MECH. PROVIDE ROOF BOOT TO MATCH ADJACENT ROOFING

N63 EXTERIOR LIGHT FIXTURE, RE: ELEC

N71 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. DAYLIGHT TO CONCRETE SPLASH

BLOCK, RE CIVIL

N73 FIBER CEMENT SHINGLE SIDING

T.O.PLATE

108'-1 1/8"

E

/8

1 2 3 4 5 6 7

EEE

A3.1

A3.1

N20

N71

N71

N71

N71

N48

A3.5

A3.6

A3.6

N54

N56

103C N14

N14

RE: 2/A1.1 FOR BID

OPTION 4 WORK

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

113A

B

A A

4"

12"

4"

12"

/8

BC ADE

A3.0

A3.0

N71 N77

N48

N49

N44

N20

A3.5

N56

N63

N14

N14

N14

N73

N62

N78

/2

S

ID

IN

G

A6.0

N36

N36

N71

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE. RE: CIVIL. ROUGH GRADE CRAWLSPACE TO PROVIDE

SMOOTH SURFACE FOR VAPOR RETARDER INSTALLATION AND MINIMUM24" CLEAR HEIGHT.

2. EXTERIOR FINISH TO BE CEMENT FIBER BOARD WITH VERTICAL BOARD AND BATTEN

PATTERN WITH SHINGLE PATTERN AT GABLE ENDS

3. RE SHEET A4.5 - VERTICAL CIRCULATION FOR ADDITIONAL INFORMATION.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:4

P M

A2.1

JM

JM

RS/WS

10/23/2023

EXTERIOR ELEVATIONS

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

22 80

SCALEA2.1

1 SOUTH ELEVATION

A

SCALEA2.1

2 WEST ELEVATION

A

40 84

SCALE OF FEET

KEYNOTES

N14 FIBER CEMENT BOARD SIDING AND BATTENS AT 16" OC, MAINTAIN MIN 6" ABOVE GRADE

PER MANUFACTURER, TYP.

N20 PRE-FINISHED STANDING SEAM METAL ROOF

N36 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. CONNECT TO UNDERGOUND

DRAINAGE, RE CIVIL

N44 MECHANICAL EQUIPMENT, RE: MECH

N48 PARK TO REINSTALL SALVAGED COMMUNICATIONS ANTENNA. GC TO PROVIDE

BLOCKING AND SEALANT AT ROOF AFTER INSTALL. RE: ELEC & TECH

N49 ELECTRICAL EQUIPMENT, RE: ELEC

N54 HOSE BIBB, RE: PLUMB

N56 MECH EXHAUST VENT, RE: MECH. PROVIDE ROOF BOOT TO MATCH ADJACENT ROOFING

N62 TRANSFER SWITCH FOR MOBILE GENERATOR HOOKUP, RE: ELEC

N63 EXTERIOR LIGHT FIXTURE, RE: ELEC

N71 PRE-FINISHED METAL GUTTER AND DOWNSPOUT. DAYLIGHT TO CONCRETE SPLASH

BLOCK, RE CIVIL

N73 FIBER CEMENT SHINGLE SIDING

N77 PANELBOARD, RE: ELEC

N78 ELEC METER, RE: ELEC

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

T.O.PLATE

108'-1 1/8"

1 2 3 4 5 6 7

A3.1

A3.5

/8

WORKSTATIONS

HUDDLE

LOCKERS

ALL GENDER RR

CIRCULATION

A3.1

N53

W1

W1

W3W4

W4

N20

W6

W6

R1R2R1

F1 F2 F3

N64 N19

N67

A6.0

A6.0

A6.0

MAIN FLOOR

100'-0"

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

T.O.PLATE

108'-1 1/8"

1234567

A3.1

/8

FIRE CACHE

CONTRACTOR

A3.1

4"

12"

4"

12"

N19

N8

W1

W1

N20

W6

W6

R1

F2F3

N67

A6.0

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE. RE: CIVIL. ROUGH GRADE CRAWLSPACE TO PROVIDE

SMOOTH SURFACE FOR VAPOR RETARDER INSTALLATION AND MINIMUM24" CLEAR HEIGHT.

2. EXTERIOR FINISH TO BE CEMENT FIBER BOARD WITH VERTICAL BOARD AND BATTEN

PATTERN WITH SHINGLE PATTERN AT GABLE ENDS

3. RE SHEET A4.5 - VERTICAL CIRCULATION FOR ADDITIONAL INFORMATION.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:4

P M

A3.0

JM

JM

RS/WS

10/23/2023

BUILDING SECTIONS

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

23 80

SCALEA3.0

1 BUILDING SECTION

A

SCALEA3.0

2 BUILDING SECTION

A

KEYNOTES

N8 BUILT-IN OPEN WOOD SHELVING UNIT

N19 MANUFACTURED ROOF TRUSSES, RE: STRUCT

N20 PRE-FINISHED STANDING SEAM METAL ROOF

N53 MECH EQUIP ACCESS PANEL, RE: MECH

N64 MECH EQUIP ON PLYWOOD PLATFORM, RE: STRUC & MECH

N67 VAPOR RETARDER. LAP AND SEAL JOINTS MIN 6".

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

T.O.PLATE

108'-1 1/8"

BC ADE

A3.0

A3.0

/8

FIRE CACHE

HUDDLE

N19

N8

W1

W1

N20

W6

W3

R1R1

F2F2

N5

N67

N48

MAIN FLOOR

100'-0"

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

T.O.PLATE

108'-1 1/8"

BC ADE

A3.0

A3.0

BREAK

CIRCULATION

112 8

/8

W1

W1

N20

R2R1

F1

4"

12" 4"

12" N53

N43

N65

N58

W5

N67

N60

N48

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE. RE: CIVIL. ROUGH GRADE CRAWLSPACE TO PROVIDE

SMOOTH SURFACE FOR VAPOR RETARDER INSTALLATION AND MINIMUM24" CLEAR HEIGHT.

2. EXTERIOR FINISH TO BE CEMENT FIBER BOARD WITH VERTICAL BOARD AND BATTEN

PATTERN WITH SHINGLE PATTERN AT GABLE ENDS

3. RE SHEET A4.5 - VERTICAL CIRCULATION FOR ADDITIONAL INFORMATION.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:5

P M

A3.1

JM

JM

RS/WS

10/23/2023

BUILDING SECTIONS

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

24 80

80 168

SCALE OF FEET

SCALEA3.1

2 BUILDING SECTION

A

SCALEA3.1

1 BUILDING SECTION

A

KEYNOTES

N5 CONC RAMP WITH STEEL PIPE HANDRAILS AND COMPOSITE WOOD PICKETS WITH

COMPOSITE CAP

N8 BUILT-IN OPEN WOOD SHELVING UNIT

N19 MANUFACTURED ROOF TRUSSES, RE: STRUCT

N20 PRE-FINISHED STANDING SEAM METAL ROOF

N43 MECH LOUVER, RE: MECH

N48 PARK TO REINSTALL SALVAGED COMMUNICATIONS ANTENNA. GC TO PROVIDE

BLOCKING AND SEALANT AT ROOF AFTER INSTALL. RE: ELEC & TECH

N53 MECH EQUIP ACCESS PANEL, RE: MECH

N58 NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET (SHALL NOT PROTRUDE MORE THAN

4" FROM WALL)

N60 STRUCTURAL WD BM, WRAP WITH GWB AND PT, RE: STRUCT

N65 FIRE ALARM STROBE, RE: ELEC

N67 VAPOR RETARDER. LAP AND SEAL JOINTS MIN 6".

T.O.PLATE

108'-1 1/8"

INT. GWB PT

AL CLAD WD WDW

FLOOR

FRAMING

6 7

V A

R

IE

S W

IT

H

R O

O F

S L O

P E

/8

WORKSTATIONS

/8

" 4

M

IN

GUARDRAIL, RE: DETAILS

F3F2

W1

R1

W6

A6.0

A6.2

A6.1

A6.1

W2

VAPOR

RETARDER

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

A

4"

12"

SUPER

103 8

/8

/8

W1

F2

R1

A6.0

A6.2

A6.1

A6.1

VAPOR

RETARDER

W4

R2

F1 F2

W6

FIRE CACHE

CIRCULATION

/8

A6.0

R1

VAPOR

RETARDER

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE, RE: CIVIL

2. REFER TO FINISH SCHEDULE FOR INTERIOR FINISHES.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-5

N

P S

S E

K I A s h

M o u n ta in

H e lib a s e D

D -C

D /2

-S

E K

I A s h

M o u n ta in r2

.r v t

/2 /2

:4

:5

P M

A3.5

JM

JM

RS/WS

10/23/2023

WALL SECTIONS

ASH MOUNTAIN HELIBASE

SEQUOIA & KINGS CANYON NATIONAL PARK

265122

186332

25 80

SCALEA3.5

3 WALL SECTION

A

10 2 31

SCALE OF FEET

SCALEA3.5

1 WALL SECTION

ASCALEA3.5

2 WALL SECTION

T.O.PLATE

108'-1 1/8"

C

4"

12"

LOCKERS

111 8

/8

R2

F1

W1

/8

A6.0

A6.2

VAPOR

RETARDER

MAIN FLOOR

100'-0"

T.O.PLATE

108'-1 1/8"

C

4"

12"

FIRE CACHE

/8

R1

W1

F2

W6

/8

C

A6.0

SIM

A6.2

A6.1

A6.1

VAPOR

RETARDER

GENERAL NOTES

1. GRADE SHOWN IS APPROXIMATE, RE: CIVIL

2. REFER TO FINISH SCHEDULE FOR INTERIOR FINISHES.

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

A u to d e s k D o c s /2

-…