B08_Attachment_04_SEKI_332393_Final_SD_Drawings.pdf

PACIFIC WEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design

Development (Title I) Drawing No.

Variance from Design Development (Title I)

Approved by Superintendent on

Date

OR

Construction Drawing Not Preceded by

Design Development (Title I)

OR

Project Manager Date

InitialDateREVISIONSheetMark

GRANT GROVE

SEQUOIA+KINGS CANYON NATIONAL PARKS

CALIFORNIAPACIFIC WEST TULARE

FINAL SD

CALIFORNIA

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA, INC.

BOULDER, CO

80302

CIVIL:

OTAK, INC.

PORTLAND, OR

97204

MECHANICAL /

PUMBING:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

PRIME / ARCH:

ANDERSON

HALLAS, PC

GOLDEN, CO

80401

- 140P2019D0016

PMIS

LANDSCAPE:

OTAK, INC.

PORTLAND, OR

97204

5/

/2

4:

:4

P

M A ut od es k

D oc s:

//2

4-

N

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G ra nt G ro ve

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REPLACEMENT OF BURNED STRUCTURES

1 22

332393

190335

332393

REPLACEMENT OF BURNED STRUCTURES

SITE 1: GRANT GROVE

PHOTO 1: REAR PHOTOGRAPH OF THE FORMER RANGER OPERATIONS BUILDING (QUARTERS #1698), 2024 (ANDERSON HALLAS ARCHITECTS)

MAP OF LOWER LOOP ROAD

SEQUOIA & KINGS CANYON NATIONAL PARK MAP

PHOTO 2: FORMER RANGER OPERATIONS BUILDING (QUARTERS #1698), 2024 (ANDERSON HALLAS ARCHITECTS)

IMAGE 3: FRONT PERSPECTIVE OF PREFERRED ALTERNATIVE

NOTE: BUILDING SHOWN FOR VISUALIZATION PURPOSES ONLY. REFER TO

ENCLOSED DRAWINGS AND ASSOCIATED NARRATIVES FOR SCOPE OF WORK.

PROJECT SITE

PROJECT LOCATION

140P2021D0014

1. THESE DRAWINGS ARE COMPLETE TO A SCHEMATIC DESIGN LEVEL AND ARE TO BE USED IN TANDEM WITH

THE BASIS OF DESIGN REPORT DATED 5/30/2025.

2. THESE DRAWINGS ARE COMPLETE TO A SCHEMATIC DESIGN LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION DESIGN-BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR PRODUCING THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCY WITHIN THE DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH

FURTHER DESIGN PHASES AND/OR CONSTRUCTION.

3. DRAWINGS ARE BASED ON NPS HOUSING PROTOTYPE DESIGNS AND DOCUMENTATION, PROVIDED BY NPS FOR THIS PURPOSE. THESE SCHEMATIC DESIGN LEVEL DRAWINGS ARE INTENDED TO SHOW SELECTIONS, MODIFICATIONS AND ENHANCEMENTS TO THE NPS PROTOTYPE DESIGN AND SHOULD BE USED IN

CONJUNCTION WITH THE OFFICIAL NPS DOCUMENTS TO DEVELOP THE DESIGN AND PRODUCE CONTRACT DOCUMENTS. SHOULD THERE BE ANY QUESTIONS CONCERNING THE SCHEMATIC DESIGN INTENT, THE DESIGN-BUILD CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

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

5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. DIMENSIONS SHOWN ARE INTENDED TO

INDICATE SELECTIONS, MODIFICATIONS OR ENHANCEMENTS TO THE NPS PROTOTYPE DESIGNS. REFER TO

NPS PROTOTYPE DRAWINGS FOR ADDITIONAL DIMENSIONS.

6. THE DESIGN-BUILD CONTRACTOR, IN PRODUCING CONTRACT DOCUMENTS, SHALL INCLUDE PROVISIONS FOR THE PROTECTION OF NATURAL RESOURCES UTILITIES, AND SITE DRAINAGE ELEMENTS TO REMAIN.

GENERAL NOTES

CONTRACT LINE ITEMS

1. CLIN 1 MODIFIED PROTOTYPE BUILDING 2 - - DUPLEX OF 2 BED UNIT AND 1 BED UNIT

2. CLIN 2 OPTION: GARAGES - 2 DETACHED GARAGES

3. CLIN 3 ALL SITEWORK

ROOM

NAME

A#.#

FIRST FLOOR

100'-0"

KEY NOTE

ELEVATION MARK NORTH ARROW BUILDING

SECTION MARK

ROOM

TAG

SYMBOLS

A101

REF

CALLOUT VIEW

MARK

A2??

A4??

ELEVATION VIEW MARK

GRID MARK

THERMAL ENVELOPE

LEGEND

UNCONDITIONED

GARAGE 2 BEDROOM

UNIT

UNCONDITIONED

GARAGE1 BEDROOM

UNIT

UNCONDITIONED CRAWL SPACE

CONDITIONED ATTIC CONDITIONED ATTIC

APPLICABLE CODES & STANDARDS

AS OF THE DATE OF THIS DRAWING SET, THE DESIGN OF THIS PROJECT HAS

BEEN GUIDED BY THE FOLLOWING:

• 2024 INTERNATIONAL CODE COUNCIL FAMILY OF CODES, INCLUDING

BUT NOT LIMITED TO:

• 2024 INTERNATIONAL RESIDENTIAL CODE (IRC)

• 2024 INTERNATIONAL ENERGY CODE COMPLIANCE (IECC)

• 2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE

(IWUIC)

• REFER TO OTHER DISCIPLINES IN SUBSEQUENT BASIS OF

DESIGN NARRATIVES FOR ADDITIONAL APPLICABLE CODES

• UNIVERSAL ACCESS BOARD ACCESSIBILITY STANDARDS (ABAAS)

• DIRECTOR’S ORDER 28: CULTURAL RESOURCE MANAGEMENT

• DIRECTOR’S ORDER 58: STRUCTURAL FIRE MANAGEMENT

• DENVER SERVICE CENTER WORKFLOW WEBSITE AND STANDARDS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

4:

:4

P

M A ut od es k

D oc s:

//2

4-

N

P S

G ra nt G ro ve

B ur ne d

S tr uc tu re s/

0-

N P

S L ow er

L oo p-v2

4- B

IM

0.

rv t

G001

MM / CM

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

05.30.2025 2 22

GENERAL NOTES AND

INDEX

GENERAL ABBREVIATIONS

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

# POUND(S) or NUMBER

& AND

(S) SEALANT

(T) TEMPERED

< ANGLE

<E> EXISTING

<N> NEW

@ AT

A/V AUDIO VISUAL

ABAAS ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS

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

BC BASE CABINET

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

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

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)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED PANEL(ING)

FRT FIRE RETARDAN TREATED

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

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

TD THRESHOLD

TO TOP OF

TYP TYPICAL

UC UPPER CABINET

UON 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

SCALEG001

THERMAL ENVELOPE SECTION1

A

SD SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

1 G000 COVER SHEET

2 G001 GENERAL NOTES AND INDEX

3 G002 SYMBOLS AND ABBREVIATIONS

4 G003 EXISTING CONDITIONS

5 X001 TESC AND DEMO PLAN

6 C100 CIVIL SITE PLAN

7 C101 UTILITY PLAN

8 C102 GRADING PLAN

9 C103 DETAILS

10 L100 TREE PROTECTION PLAN

11 L101 SOIL PREPARATION PLAN

12 A100 FIRST FLOOR PLAN

13 A101 ROOF PLAN

14 A200 BUILDING ELEVATIONS

15 A300 BUILDING SECTIONS

16 S100 STRUCTURAL FIRST FLOOR PLAN

17 S101 STRUCTURAL ROOF PLAN

18 M100 FIRST FLOOR MECHANICAL PLAN

19 M101 CRAWL SPACE MECHANICAL PLAN

20 E001 ELECTRICAL SITE PLAN

21 E100 ELECTRICAL ONE-LINE DIAGRAM

22 T001 TECHNOLOGY SITE PLAN

80 168

SCALE OF FEET

ENERGY CODE COMPLIANCE:

PER THE 2024 IECC, THE CLIMATE ZONE FOR THIS COUNTY IS

DESIGNATED AS 3B. BECAUSE OF ACTUAL CONDITIONS AT GRANT

GROVE INCLUDING SNOWFALL AND MINIMUM TEMPERATURES, THE

ENVELOPE IS DESIGNED TO THE REQUIREMENTS FOR ZONE 5B, WHICH

MORE CLOSELY REFLECTS THESE CONDITIONS.

HS

JB

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD CIVIL SYMBOLS AND

ABBREVIATIONS

G002

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD EXISTING CONDITIONS

G003

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD TESC AND DEMO PLAN

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

KDC

05.30.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD DETAILS

C103

1 HOT MIX ASPHALT PAVEMENT

C103 NTS

2 CONCRETE SIDEWALK

C103 NTS

3 WATER SEWER TRENCH

C103 NTS

30" SQ

4 CLEANOUT AND WYE

C103 NTS

SS

SS

SS

SS

TPZ, DETAIL 1/L100 (TYP)

CRZ, DETAIL 1/L100 (TYP)

APPROX LIMITS OF WORK (TYP)

DBH (TYP)

APPROX LIMITS OF

GRADING (TYP)

APPROX LIMITS OF WORK EXTEND

TO EXISTING TRANSFORMER

LEGEND

TREE PROTECTION ZONE (TPZ)

TREE PROTECTION NOTES:

1. REFER TO TREE PROTECTION SPECIFICATIONS.

2. TPZ AND CRZ ARE SHOWN FOR TREES WITHIN 50 FEET OF

APPROXIMATE LIMITS OF WORK. TREE PROTECTION FENCING SHALL BE

COORDINATED WITH CONSTRUCTION FENCING AND ALL CONSTRUCTION

ACTIVITY INCLUDING STAGING AND ACCESS.

3. ALL WORK WITHIN THE TPZ AND CRZ SHALL BE COORDINATED WITH

CONTRACTING OFFICER AND PARK NATURAL RESOURCE MANAGER.

4. CRITICAL ROOT ZONE

4.1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION

AND APPROVAL FROM CO.

4.2. TUNNELING OR BORING SHALL BE REQUIRED TO INSTALL UTILITIES

3 FEET BELOW GRADE OR DEEPER UNLESS OTHERWISE APPROVED

BY CO.

5. TREE PROTECTION ZONE

5.1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF

MATERIALS SUBJECT TO APPROVAL FROM CO AND SURFACE

PROTECTION MEASURES.

5.2. EXCAVATION FOR TRENCHING SHALL BE BY HAND OR HAND-DRIVEN

TRENCHER. LIMIT TRENCH WIDTH. MAINTAIN 23 OR MORE OF TPZ IN

UNDISTURBED CONDITION.

CRITICAL ROOT ZONE (CRZ)

TRUNK DIAMETER AT BREAST HEIGHT (DBH)

TREE REMOVAL

LIMITS OF WORK

DRIPLINE

3'-0"

SECTION VIEW

PLAN VIEW

TPZ

DIA = DRIPLINE

CRZ

DIA = 12 DRIPLINE

TREE ROOTS

MIN. PROTECTION AREA SHALL

EXTEND TO A RADIUS (IN FEET)

OF 1 X THE DBH (IN INCHES)

OF THE TREEEQ EQ

DP

DP

KDC

04.25.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

1 TREE PROTECTION

L100 NO SCALE

L100

SOIL PREP, DETAIL 1/L101 (TYP)

APPROX LIMITS OF WORK (TYP)

3" DEPTH LANDSCAPE ROCK (TYP)

LEGEND

LANDSCAPE RESTORATION AREAS

LANDSCAPE RESTORATION NOTES:

1. ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITY

AND NOT COVERED BY STRUCTURES OR PAVEMENT

SHALL BE RESTORED.

2. ALL LANDSCAPE RESTORATION AREAS SHALL BE

SCARIFIED/DECOMPACTED AND RECEIVE TOPSOIL

SALVAGED FROM ON SITE OR FROM AN APPROVED

SOURCE.

3. REVEGETATION BY OTHERS.

LIMITS OF WORK

LANDSCAPE ROCK

PLACE SALVAGED

TOPSOIL FROM SITE

OVER SCARIFIED

SUBSOIL

8"

SCARIFY SUBSOIL

6" (4

" M

IN

SOIL PREP NOTES:

1. PRIOR TO PLACING TOPSOIL, SCARIFY SUBSOIL TO DEPTH

SHOWN IN THE DETAIL EXCEPT WHERE UTILITIES OR EXISTING

ROCK LIMIT THE DEPTH OF SCARIFICATION, AND WITHIN THE

ROOT ZONES OF EXISTING TREES.

2. DEPTHS MAY VARY DEPENDING ON SITE CONDITIONS AND

AMOUNT OF SALVAGED TOPSOIL FOR PROJECT.

DP

DP

KDC

04.25.2025

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

SUBCONTRACTOR:

OTAK, INC.

PORTLAND,

OR SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

1 SOIL PREP DETAIL

L101 NO SCALE

L101

DW

V

I

I I

I I

V

A A

DD

BB

CC

GARAGE

C L O

S E

T

BATH 2

BATH 1

BEDROOM 2

C L O

S E

T

BEDROOM 1

C L O

S E

T

CLOSET

BATH

BEDROOM

C L O

S E

T

HALL

KITCHEN

LIVING ROOM

LIVING ROOM

KITCHEN

DINING

HALL

GARAGE

RISER ROOM

A300

A300

A300

A300

06.01 06.01 06.01 06.01

08.02 08.02

23.01

23.01

A200

A200

A200

A200

23.02

08.03

FURN

WH

14'-0" 14'-0" 14'-0"

6' -5

'-1 1"

6' -4

'-8

12'-0"CLEAR

'-0

"C

LE

A R

4"

13'-4"

4"

14'-0"

4"

13'-4"

4"

07.08

WH

FURN

W/D

W/D

2'-11" 2'-11"

3' -8

/2

REF

DW

REF

DW

'-1

1" 6'

-4

06.05

11.01

08.0408.04

5'-10"

6' -5

08.04

08.04

6'-5 1/2" 6'-5 1/2"

6' -1

1"

'-0

GARAGE

12'-11" 6'-0"

2 BEDROOM UNIT

28'-0"

ABAAS 1 BEDROOM UNIT

14'-0" 6'-0" 14'-11"

14'-0"CLEAR

'-0

"C

LE

A R

7'-5 1/2" 7'-5 1/2"

3' -0

'-1 1"

23.02

09.06

23.0223.02

08.01 08.01

06.04

4' -6

/2

23.14 23.14

27.01

26.01

26.02

26.03

GENERAL NOTES

1. DRAWINGS ARE DERIVED FROM OFFICIAL NPS HOUSING PROTOTYPE CAD DOCUMENTS AND HAVE BEEN MODIFIED TO SHOW THE SELECTIONS AND DESIGN ENHANCEMENTS DESCRIBED IN THE SD BASIS OF DESIGN REPORT.

2. FURNITURE IS NOT IN CONTRACT.

3. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL , PLUMBING AND ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION.

4. ELEMENTS AND ASSEMBLIES MUST COMPLY WITH 2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IUWIC) REQUIREMENTS FOR SEVERE HAZARD AREAS, SECTION 504 FOR CLASS 1 IGNITION-RESISTANT CONSTRUCTION. ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: ROOF ASSEMBLY, EAVES, EXTERIOR WALLS, UNDERFLOOR ENCLOSURES, WINDOWS AND GLAZING, DOORS AND VENTS.

5. ALL ROOF PENETRATIONS SHALL BE REINFORCED TO WITHSTAND SNOW LOADS.

LEGEND

ABAAS ACCESSIBLE ROUTE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

9:

:3

A

M A ut od es k

D oc s:

//2

4-

N

P S

G ra nt G ro ve

B ur ne d

S tr uc tu re s/

0-

N P

S L ow er

L oo p-v2

4- B

IM

0.

rv t

A100

MM / CM

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

05.30.2025 12 22

FIRST FLOOR PLAN

SCALEA100 A

1 FIRST FLOOR PLAN

40 84

SCALE OF FEET

KEYNOTES

06.01 WOODPOSTS AND BEAM RE: STRUCTURAL - PAINT

06.04 TALL PANTRY CABINET

06.05 ABAAS WORK SURFACE

07.08 AT RISER ROOM PROVIDE R-13 RIGID INSULATION ON INTERIOR SIDE OF ALL 4 FOUNDATION WALLS.

FOR WALLS ABOVE GRADE PROVIDE R-21 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION

08.01 18"x24" ACCESS PANEL IN FLOOR TO CRAWL SPACE

08.02 SLIDING DOOR PROTOTYPE OPTION TO ACCOMMODATE 32" CLEAR WIDTH FOR ABAAS

08.03 ABAAS COMPLIANT THRESHOLD AT SLIDING DOOR

08.04 WINDOWS TO COMPLY WITH 2024 IRC EMERGENCY ESCAPE & RESCUE OPENING REQUIREMENTS

09.06 1-HOUR FIRE RATED DEMISING WALL, REFER TO NPS PROTOTYPE DRAWINGS FOR ASSEMBLY

INFORMATION AT TYPICAL CONDITION & AT SHOWER CONDITION

11.01 COMBO WASHER / DRYER

23.01 FREE-STANDING WOOD BURNING STOVE

23.02 EMBER SAFE LOUVER IN FOUNDATION WALL FOR CRAWL SPACE VENTILATION. LOCATE IN

FOUNDATION WELL & COVER W/ METAL GRATE COVER W/ ADDITIONAL EMBER SCREENING

23.14 HEAT PUMP CONDENSING UNIT ON CONCRETE PAD W/ STAND & SNOW COVER

26.01 ELECTRICAL METER STACK

26.02 INCOMING ELECTRICAL SERVICE CABINET

26.03 ELECTRICAL PANEL

27.01 SATELLITE DISH LOCATION

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

DISCLAIMER: DRAWINGS ARE COMPLETE TO THE SCHEMATIC DESIGN

LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. DRAWINGS

ARE BASED ON NPS HOUSING PROTOTYPE DESIGNS AND

DOCUMENTATION, PROVIDED BY NPS FOR THIS PURPOSE.

AA

DD

BB

CC

A300

A300

2'-8" 12'-11" 2'-8" 3'-4" 42'-0" 3'-4" 2'-8" 14'-11" 2'-0"

86'-6"

A300

A300

07.01

23.03

06.02

06.03

07.07

4' -4

2'

-0

'-1

1" 2'

-0

4' -5

4' -4

2'

-0

'-1

1" 2'

-0

4' -5

5' -0

2'

-0

07.01 07.07

SHEATHING

4'-0" FRT

SHEATHING

4'-0" FRT

23.06

23.05

23.05

23.09

23.09

23.08

23.08

23.10 23.10

2' -1

3/

4"

6 1/2"

2'-11" 2'-11"

6 1/2"

23.06

23.07

23.07

23.07

23.03

07.01

23.1523.1523.16 23.16

GENERAL NOTES

1. DRAWINGS ARE DERIVED FROM OFFICIAL NPS HOUSING PROTOTYPE CAD DOCUMENTS AND HAVE BEEN MODIFIED TO SHOW THE SELECTIONS AND DESIGN ENHANCEMENTS DESCRIBED IN THE SD BASIS OF DESIGN REPORT.

2. FURNITURE IS NOT IN CONTRACT.

3. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL , PLUMBING AND ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION.

4. ELEMENTS AND ASSEMBLIES MUST COMPLY WITH 2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IUWIC) REQUIREMENTS FOR SEVERE HAZARD AREAS, SECTION 504 FOR CLASS 1 IGNITION-RESISTANT CONSTRUCTION. ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: ROOF ASSEMBLY, EAVES, EXTERIOR WALLS, UNDERFLOOR ENCLOSURES, WINDOWS AND GLAZING, DOORS AND VENTS.

5. ALL ROOF PENETRATIONS SHALL BE REINFORCED TO WITHSTAND SNOW LOADS.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

4:

:4

P

M A ut od es k

D oc s:

//2

4-

N

P S

G ra nt G ro ve

B ur ne d

S tr uc tu re s/

0-

N P

S L ow er

L oo p-v2

4- B

IM

0.

rv t

A101

MM / CM

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

05.30.2025 13 22

ROOF PLAN

40 84

SCALE OF FEET

KEYNOTES

06.02 EXTENDED ROOF EAVE FOR FRONT PORCH

06.03 EXTENDED ROOF RAKE

07.01 STANDING SEAM METAL ROOFING, PREFINISHED METAL EDGE FLASHINGS, ICE AND WATER SHIELD

07.07 SNOW GUARDS. REINFORCE TO WITHSTAND HIGH SNOW LOADS PER STRUCTURAL DESIGN

NARRATIVE

23.03 FLUE FOR WOOD BURNING STOVE

23.05 DRYER VENT PIPE

23.06 WHOLE-HOUSE ATTIC FAN

23.07 BATHROOM EXHAUST FAN

23.08 HEAT PUMP INTAKE HOOD

23.09 WASTE VENT PIPE

23.10 RADON VENT PIPE

23.15 OUTLINE OF FOUNDATION WELL BELOW

23.16 CONCRETE PAD FOR CONDENSING UNIT BELOW

SCALEA101

ROOF PLAN1

A

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

DISCLAIMER: DRAWINGS ARE COMPLETE TO THE SCHEMATIC DESIGN

LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. DRAWINGS

FIRST FLOOR

100'-0"

DUPLEX T.O.

PLATE

108'-1"

AD BC

09.02

23.11

FIRST FLOOR

100'-0"

DUPLEX T.O.

PLATE

108'-1"

6 5 348 7 2 1

09.03

09.02

09.03

07.0707.07

09.03

FIRST FLOOR

100'-0"

DUPLEX T.O.

PLATE

108'-1"

653 4 8721

09.03

09.0209.02 09.02

09.03 09.03

23.14 23.1426.01

26.02 26.03

FIRST FLOOR

100'-0"

DUPLEX T.O.

PLATE

108'-1"

A DB C

09.02

23.11

23.12

26.01 26.03

23.14

MATERIAL LEGEND

FIBER CEMENT HORIZONTAL LAP SIDING, 8" EXPOSURE

STANDING SEAM METAL ROOFING

PAINTED FOUNDATION WALL

GENERAL NOTES

1. DRAWINGS ARE DERIVED FROM OFFICIAL NPS HOUSING PROTOTYPE CAD DOCUMENTS AND HAVE BEEN MODIFIED TO SHOW THE SELECTIONS AND DESIGN ENHANCEMENTS DESCRIBED IN THE SD BASIS OF DESIGN REPORT.

2. FURNITURE IS NOT IN CONTRACT.

3. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL , PLUMBING AND ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION.

4. ELEMENTS AND ASSEMBLIES MUST COMPLY WITH 2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IUWIC) REQUIREMENTS FOR SEVERE HAZARD AREAS, SECTION 504 FOR CLASS 1 IGNITION-RESISTANT CONSTRUCTION. ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: ROOF ASSEMBLY, EAVES, EXTERIOR WALLS, UNDERFLOOR ENCLOSURES, WINDOWS AND GLAZING, DOORS AND VENTS.

5. ALL ROOF PENETRATIONS SHALL BE REINFORCED TO WITHSTAND SNOW LOADS.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

9:

:4

A

M A ut od es k

D oc s:

//2

4-

N

P S

G ra nt G ro ve

B ur ne d

S tr uc tu re s/

0-

N P

S L ow er

L oo p-v2

4- B

IM

0.

rv t

A200

MM / CM

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

05.30.2025 14 22

BUILDING ELEVATIONS

40 84

SCALE OF FEET

SCALEA200

EAST ELEVATION2

A

SCALEA200

NORTH ELEVATION4

A

SCALEA200

SOUTH ELEVATION3

A

SCALEA200

WEST ELEVATION1

A

KEYNOTES

07.07 SNOW GUARDS. REINFORCE TO WITHSTAND HIGH SNOW LOADS PER STRUCTURAL DESIGN

NARRATIVE

09.02 FIBER CEMENT HORIZONTAL LAP SIDING, 8" EXPOSURE

09.03 STANDING SEAM METAL ROOFING

23.11 KITCHEN EXHAUST HOOD DISCHARGE LOUVER

23.12 INTAKE HOOD FOR WOOD BURNING STOVE

23.14 HEAT PUMP CONDENSING UNIT ON CONCRETE PAD W/ STAND & SNOW COVER

26.01 ELECTRICAL METER STACK

26.02 INCOMING ELECTRICAL SERVICE CABINET

26.03 ELECTRICAL PANEL

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

DISCLAIMER: DRAWINGS ARE COMPLETE TO THE SCHEMATIC DESIGN

LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. DRAWINGS

FIRST FLOOR

100'-0"

DUPLEX T.O.

PLATE

108'-1"

AD BC

A300

A300

06.01

23.01

07.05

07.04

07.04

07.03

BEDROOM

HALL

KITCHEN LIVING ROOM

23.04 23.04

UNCONDITIONED CRAWL SPACE

ATTIC

WITHIN

THERMAL

ENVELOPE

FRONT

PORCH

M

IN

31.01

4" / 1 2"

4" / 12"

07.09

23.12

09.05

T O

S

IL

L P

LA

T

E

3/

6" M

IN

, T

Y P

. G R

A D

E

06.04

FIRST FLOOR

100'-0"

DUPLEX T.O.

PLATE

108'-1"

653 4 8721

A300

A300

08.02 08.02

07.05

07.04 07.04

07.03

07.02 07.02

DINING

HALL

BATH 1 BATH

HALL

GARAGE GARAGE

UNCONDITIONED CRAWL SPACE UNCONDITIONED CRAWL SPACE

EXTERIOR

WALKWAY

EXTERIOR

WALKWAY

07.06

8' -8

/2

"C

LE

A R

GARAGE T.O.

PLATE

108'-8 1/2"

31.01

M

IN

09.0509.0509.0509.05

8' -8

/2

"C

LE

A R

09.0509.05ATTIC WITHIN THERMAL ENVELOPE

07.06

ATTIC WITHIN

THERMAL ENVELOPE

GENERAL NOTES

1. DRAWINGS ARE DERIVED FROM OFFICIAL NPS HOUSING PROTOTYPE CAD DOCUMENTS AND HAVE BEEN MODIFIED TO SHOW THE SELECTIONS AND DESIGN ENHANCEMENTS DESCRIBED IN THE SD BASIS OF DESIGN REPORT.

2. FURNITURE IS NOT IN CONTRACT.

3. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL , PLUMBING AND ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION.

4. ELEMENTS AND ASSEMBLIES MUST COMPLY WITH 2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IUWIC) REQUIREMENTS FOR SEVERE HAZARD AREAS, SECTION 504 FOR CLASS 1 IGNITION-RESISTANT CONSTRUCTION. ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: ROOF ASSEMBLY, EAVES, EXTERIOR WALLS, UNDERFLOOR ENCLOSURES, WINDOWS AND GLAZING, DOORS AND VENTS.

5. ALL ROOF PENETRATIONS SHALL BE REINFORCED TO WITHSTAND SNOW LOADS.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

4:

:5

P

M A ut od es k

D oc s:

//2

4-

N

P S

G ra nt G ro ve

B ur ne d

S tr uc tu re s/

0-

N P

S L ow er

L oo p-v2

4- B

IM

0.

rv t

A300

MM / CM

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

05.30.2025 15 22

BUILDING SECTIONS

40 84

SCALE OF FEET

SCALEA300

N/S SECTION BUILDING SECTION1

A

KEYNOTES

06.01 WOODPOSTS AND BEAM RE: STRUCTURAL - PAINT

06.04 TALL PANTRY CABINET

07.02 2-PIECE STEPPED FIBER CEMENT FASCIA AND SOFFIT BOARD

07.03 R-30 RIGID INSULATION ABOVE ROOF DECK

07.04 R-21 MINERAL WOOL BATT CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION & RAINSCREEN

FURRING

07.05 R-30 BATT INSULATION BEWTEEN FLOOR JOISTS

07.06 GARAGE ROOF NOT INSULATED

07.09 FIRE RISER ROOM BEYOND

08.02 SLIDING DOOR PROTOTYPE OPTION TO ACCOMMODATE 32" CLEAR WIDTH FOR ABAAS

09.05 FIBER CEMENT SOFFIT

23.01 FREE-STANDING WOOD BURNING STOVE

23.04 CEILING FAN

23.12 INTAKE HOOD FOR WOOD BURNING STOVE

31.01 PERFORATED DRAIN TILE INSTALLED BELOW GRADE FOR PASSIVE RADON MITIGATION. COVER TOP OF

SOIL WITH VAPOR RETARDER

SCALEA300

E/W SECTION BUILDING SECTION2

A

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

DISCLAIMER: DRAWINGS ARE COMPLETE TO THE SCHEMATIC DESIGN

LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. DRAWINGS

AA

DD

BB

CC

14'-0" 14'-0" 14'-0"

6' -5

'-1 1"

6' -4

'-8

12'-0"CLEAR

'-0

"C

LE

A R

4"

13'-4"

4"

14'-0"

4"

13'-4"

4"

2'-11" 2'-11"

3' -8

/2

3'-0"

'-1

1" 6'

-4

5'-10"

6' -5

6'-5 1/2" 6'-5 1/2"

6' -1

1"

'-0

GARAGE

12'-11" 6'-0"

2 BEDROOM UNIT

28'-0"

ABAAS 1 BEDROOM UNIT

14'-0" 6'-0" 14'-11"

14'-0"CLEAR

'-0

"C

LE

A R

7'-5 1/2" 7'-5 1/2"

3' -0

'-1 1"

GENERAL NOTES

DESIGN CRITERIA

1. CODE AND PROJECT DATA:

A. AUTHORITY HAVING JURISDICTION: NATIONAL PARK SERVICE, US GOVERNMENT

B. BUILDING CODES: 2024 INTERNATIONAL BUILDING CODE (IBC), ASCE 7-22

C. RISK CATEGORY (RC): II, STANDARD

D. LOCATION COORDINATES: 36.7375 N, 118.962 W

E. ALTITUDE: 6,580 FT

2. LIVE LOAD DESIGN DATA:

A. FLOOR LIVE LOAD = 40 PSF

B. ROOF LIVE LOAD = 20 PSF

3. SNOW LOAD DESIGN DATA:

A. GROUND SNOW LOAD = 431 PSF ULT, 302 PSF ASD

B. ROOF SNOW LOAD = 398 PSF ULT, 279 PSF ASD, PLUS DRIFT

C. THERMAL FACTOR, CT = 1.1 (R30 INSULATION AT ROOF LEVEL)

D. EXPOSURE FACTOR, CE = 1.2

4. WIND LOAD DESIGN DATA:

A. BASIC DESIGN WIND SPEED (3-SECOND GUST), VULT = 95 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED (3-SECOND GUST), VALT = 74 MPH

C. EXPOSURE CATEGORY = B

D. EXPOSURE CLASSIFICATION = ENCLOSED BUILDING

E. WIND DIRECTIONALITY FACTOR, KD = 0.85

F. TOPOGRAPHIC FACTOR, KZT = 1.00

G. INTERNAL PRESSURE COEFFICIENT, GCPI = ±0.18

5. SEISMIC LOAD DESIGN DATA:

A. SEISMIC IMPORTANCE FACTOR, IE = 1.00 (RC=II)

B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, MCER

1. SHORT PERIOD, SS = 0.73 G

2. 1-SEC PERIOD, S1 = 0.23 G

C. SEISMIC SITE CLASS: DEFAULT (GEOTECHNICAL REPORT PENDING)

D. RESPONSE MODIFICATION COEFFICIENT

1. SDS = 0.67

E. SEISMIC DESIGN CATEGORY: D

F. RESPONSE MODIFICATION COEFFICIENT:

1. R = 6.5 – LIGHT-FRAME WOOD WALLS WITH WOOD STRUCTURAL PANELS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

:5 6:

A

M \\s er ve r-ftc

\F C

-S tr uc tu ra l-J ob s\

.S

T R

N P

S S

E K

I G ra nt G ro ve

B ur ne d

R ep la ce m en t\P D

S

D N ar ra tiv es

\S D

N ar ra tiv e an d M ar ku p\

0- N

P S

L ow er Lo op -v

-B

IM

0_

.2 8.

.r vt

S100

SFZ/JSS

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

SFZ

JSS

05.30.2025 1 2

STRUCTURAL FIRST

FLOOR PLAN

SCALES100 A

1 S100_1_

40 84

SCALE OF FEET

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

DISCLAIMER: DRAWINGS ARE COMPLETE TO THE SCHEMATIC DESIGN

LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. DRAWINGS

ARE BASED ON NPS HOUSING PROTOTYPE DESIGNS AND

DOCUMENTATION, PROVIDED BY NPS FOR THIS PURPOSE.

6x6 CRAWLSPACE POST TO 36" SQUARE x 12"

DEEP CONCRETE

FOOTING, TYPICAL

8" WIDE x 18" MINIMUM

TALL CONC STEM WALL

AT CRAWLSPACE ON 24"

WIDE x 12" DEEP

FOOTINGS,TYPICAL

8" WIDE x 18" MINIMUM

TALL CONC STEM WALL

ON 24" WIDE x 12" DEEP

FOOTINGS,TYPICAL

6x6 CRAWLSPACE POST TO 54" SQUARE x 12"

DEEP CONCRETE

FOOTING, TYPICAL

WHERE BEARING WALL

SUPPORTS FRAME INTO

GIRDER LINE

8" WIDE x 18" MINIMUM

TALL CONC STEM WALL

AT CRAWLSPACE ON 18"

WIDE x 12" DEEP

FOOTINGS

SHEAR WALL POST &

HOLD DOWN, TYPICAL

(9) LOCATIONS

6" C

ON

C

SL

AB

W

#4

" E

A W

AY

8" WIDE x 18" MINIMUM

TALL CONC STEM WALL

ON 24" WIDE x 12" DEEP

FOOTINGS,TYPICAL

6" C

ON

C

SL

AB

W

#4

" E

A W

AY

6x6 POST TO 12" SQUARE

PILASTER TO 36" SQUARE

x 12" DEEP CONCRETE

FOOTING, TYPICAL

9 1 /2"

T

JI

0 @

9 1 /2"

T

JI

0 @

(3) 11 1/4" LVL

(3

/4

LV

L

(D R

O P

P E

D

(3) 11 1/4" LVL

(3) 11 1/4" LVL

(3) 11 1/4" LVL

(3) 11 1/4" LVL

16 20

SUBCONTRACTOR

JVA, INC.

BOULDER, CO 22

AA

DD

BB

CC

2'-8" 12'-11" 2'-8" 3'-4" 42'-0" 3'-4" 2'-8" 14'-11" 2'-0"

86'-6"

4' -4

2'

-0

'-1

1" 2'

-0

4' -5

4' -4

2'

-0

'-1

1" 2'

-0

4' -5

5' -0

2'

-0

SHEATHING

4'-0" FRT

SHEATHING

4'-0" FRT

2' -1

3/

4"

3'-5 1/2" 3'-5 1/2"

GENERAL NOTES

DESIGN CRITERIA

1. CODE AND PROJECT DATA:

A. AUTHORITY HAVING JURISDICTION: NATIONAL PARK SERVICE, US GOVERNMENT

B. BUILDING CODES: 2024 INTERNATIONAL BUILDING CODE (IBC), ASCE 7-22

C. RISK CATEGORY (RC): II, STANDARD

D. LOCATION COORDINATES: 36.7375 N, 118.962 W

E. ALTITUDE: 6,580 FT

2. LIVE LOAD DESIGN DATA:

A. FLOOR LIVE LOAD = 40 PSF

B. ROOF LIVE LOAD = 20 PSF

3. SNOW LOAD DESIGN DATA:

A. GROUND SNOW LOAD = 431 PSF ULT, 302 PSF ASD

B. ROOF SNOW LOAD = 398 PSF ULT, 279 PSF ASD, PLUS DRIFT

C. THERMAL FACTOR, CT = 1.1 (R30 INSULATION AT ROOF LEVEL)

D. EXPOSURE FACTOR, CE = 1.2

4. WIND LOAD DESIGN DATA:

A. BASIC DESIGN WIND SPEED (3-SECOND GUST), VULT = 95 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED (3-SECOND GUST), VALT = 74 MPH

C. EXPOSURE CATEGORY = B

D. EXPOSURE CLASSIFICATION = ENCLOSED BUILDING

E. WIND DIRECTIONALITY FACTOR, KD = 0.85

F. TOPOGRAPHIC FACTOR, KZT = 1.00

G. INTERNAL PRESSURE COEFFICIENT, GCPI = ±0.18

5. SEISMIC LOAD DESIGN DATA:

A. SEISMIC IMPORTANCE FACTOR, IE = 1.00 (RC=II)

B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, MCER

1. SHORT PERIOD, SS = 0.73 G

2. 1-SEC PERIOD, S1 = 0.23 G

C. SEISMIC SITE CLASS: DEFAULT (GEOTECHNICAL REPORT PENDING)

D. RESPONSE MODIFICATION COEFFICIENT

1. SDS = 0.67

E. SEISMIC DESIGN CATEGORY: D

F. RESPONSE MODIFICATION COEFFICIENT:

1. R = 6.5 – LIGHT-FRAME WOOD WALLS WITH WOOD STRUCTURAL PANELS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

5/

/2

:5 6:

A

M \\s er ve r-ftc

\F C

-S tr uc tu ra l-J ob s\

.S

T R

N P

S S

E K

I G ra nt G ro ve

B ur ne d

R ep la ce m en t\P D

S

D N ar ra tiv es

\S D

N ar ra tiv e an d M ar ku p\

0- N

P S

L ow er Lo op -v

-B

IM

0_

.2 8.

.r vt

SFZ/JSS

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

SFZ

JSS

05.30.2025 2 2

STRUCTURAL ROOF

PLAN

40 84

SCALE OF FEET

SCALEA101

ROOF PLAN1

A

PRELIMINARY

NOT FOR

CONSTRUCTION

FINAL SD

DISCLAIMER: DRAWINGS ARE COMPLETE TO THE SCHEMATIC DESIGN

LEVEL ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. DRAWINGS

ARE BASED ON NPS HOUSING PROTOTYPE DESIGNS AND

DOCUMENTATION, PROVIDED BY NPS FOR THIS PURPOSE.

S1

2x6 STUDS @ 16" W/ 1/2"

PLYWOOD SHEATHING,

8d @ 6" NAILING BLOCK

ALL EDGES

2x LADDER

FRAMING

(3) LVL(3) LVL

6x6

POST

6x6

POST

6x6

POST

6x6

POST

(3) LVL

2x LADDER

FRAMING

PE TRUSS @ 24" MAX

PE TRUSS @

24" MAX

PE TRUSS @ 24"

MAX

2x LADDER FRAMING 2x LADDER

FRAMING

2x LADDER

FRAMING

2x LADDER

FRAMING

2x6 STUDS @ 16"

P E

G

IR

D E

R T

R U

S S

P E

G

IR

D E

R T

R U

S S

P E

G

IR

D E

R T

R U

S S

P E

G

IR

D E

R T

R U

S S

P E

G

IR

D E

R T

R U

S S

P E

G

IR

D E

R T

R U

S S

(3) 16" LVL

(3) 16" LVL

BUILT UP 2x HEADER BEARING ON 2x6

STUD PACKS AT

DOOR OPENINGS,

TYPICAL

2x6 STUDS @ 16" W/ 1/2"

PLYWOOD SHEATHING,

8d @ 6" NAILING BLOCK

ALL EDGES EACH SIDE

OF DEMISING WALL

17 20

SUBCONTRACTOR

JVA, INC.

BOULDER, CO 22

DW

GENERAL NOTES

1. DRAWINGS ARE DERIVED FROM OFFICIAL NPS HOUSING PROTOTYPE CAD DOCUMENTS AND HAVE BEEN MODIFIED

TO SHOW THE VARIATIONS, OPTIONS AND ENHANCEMENTS DESCRIBED IN THE SD BASIS OF DESIGN REPORT.

2. FURNITURE IS NOT IN CONTRACT.

53 4

GARAGE

W/D C

L O

S E

T

BATH 2

BATH 1

BEDROOM 2

C L

O S

E T

BEDROOM 1

C L

O S

E T

CLOSET

BATH

BEDROOM

C L

O S

E T

HALL

KITCHEN

LIVING ROOM

LIVING ROOM

KITCHEN

DINING

HALL

GARAGE

RISER ROOM

FURN

WH

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

A100

M / CM

SSSEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

04.25.2025 12 11

FIRST FLOOR PLAN

40 84

SCALE OF FEET

KEYNOTES

PRELIMINARY

NOT FOR

CONSTRUCTION

DRAFT SD

M100

FIRST FLOOR PLAN

6" OUTSIDE AIR DUCT FROM

ROOF OPENING. PROVIDE

MOTORIZED DAMPER WHERE

ACCESSIBLE FROM CLOSET

DOOR, IMMEDIATELY ABOVE

FURNACE. SWITCH ON WALL

SHALL CLOSE DAMPER

DURING SMOKY OUTDOOR

CONDITIONS.

6" OUTSIDE AIR DUCT FROM

ROOF OPENING. PROVIDE

MOTORIZED DAMPER WHERE

ACCESSIBLE FROM CLOSET

DOOR, IMMEDIATELY ABOVE

FURNACE. SWITCH ON WALL

SHALL CLOSE DAMPER

DURING SMOKY OUTDOOR

CONDITIONS.

6" FLUE THROUGH

ROOF. TERMINATE

WITH FLUE CAP.

3" INTAKE

ROUTED UP

INTO ATTIC

SPACE TO PLAN

WEST WALL

6" FLUE THROUGH

ROOF. TERMINATE

WITH FLUE CAP.

3" INTAKE TO PLAN

NORTH WALL.

PRELIMINARY HEAT

PUMP CONDENSING

UNIT LOCATIONS ON

4" CONCRETE PAD.

MULTI-POSITION AHU

LOCATION

3" RADON VENT PIPE

THROUGH ROOF. REFER

TO CRAWLSPACE PLAN

FOR MORE INFORMATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

MP1

CP

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CP

LZ

04.25.2025 1 2

MECHANICAL/

PLUMBING PLAN

SCALE OF FEET

PRELIMINARY

NOT FOR

CONSTRUCTION

DRAFT SD

DRAWING NO

GENERAL NOTES

SCOPE OF WORK INDICATED ON THIS DRAWINGS IS LIMITED TO SCOPE

BEYOND NPS PROTOTYPE DRAWINGS. REFER TO NARRATIVE AND NPS

PROTOTYPE DRAWINGS FOR MORE DETAILED OUTLINE OF SCOPE AND

ADDED INFORMATION.

S

S

CMCP

PROVIDE A 1KW

FAN-FORCED WALL

HEATER WITH INTEGRAL

THERMOSTAT SET TO 40

DEGREES FAHRENHEIT

FOR FREEZE PROTECTION

FURN

SCALE: ASCALE: ASCALE: A

1A

1D

C

B x xDATE:

05.30.2025

FINAL SD

SUBCONTRACTOR

360 ENGINEERING

GOLDEN, CO

18 2122

1. DRAWINGS ARE DERIVED FROM OFFICIAL NPS HOUSING PROTOTYPE CAD DOCUMENTS AND HAVE BEEN MODIFIED

TO SHOW THE VARIATIONS, OPTIONS AND ENHANCEMENTS DESCRIBED IN THE SD BASIS OF DESIGN REPORT.

2. FURNITURE IS NOT IN CONTRACT.

53 42

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

A100

M / CM

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CM

LM/WS/EMH

04.25.2025 12 11

FIRST FLOOR PLAN

40 84

SCALE OF FEET

KEYNOTES

PRELIMINARY

NOT FOR

CONSTRUCTION

DRAFT SD

M101

CRAWLSPACE PLAN

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

MP1

CP

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CP

LZ

04.25.2025 1 2

MECHANICAL/

PLUMBING PLAN

SCALE OF FEET

PRELIMINARY

NOT FOR

CONSTRUCTION

DRAFT SD

DRAWING NO

GENERAL NOTES

SCALE: ASCALE: ASCALE: A

1A

1D

C

B

CMCP

CONNECT A 3" PVC PIPE DIRECTLY

INTO THE PERIMETER DRAIN TILE

LOOP. ROUTE THE 3" PVC UP

THROUGH THE BUILDING AND

TERMINATE 12" ABOVE THE

SURFACE OF THE ROOF.

TERMINATION OF THE PVC PIPE

SHALL BE A MINIMUM OF 10' FROM

ANY WINDOW OR BUILDING

INTAKE.

SCOPE OF WORK INDICATED ON THIS DRAWINGS IS LIMITED TO SCOPE

BEYOND NPS PROTOTYPE DRAWINGS. REFER TO NARRATIVE AND NPS

PROTOTYPE DRAWINGS FOR MORE DETAILED OUTLINE OF SCOPE AND

ADDED INFORMATION.

PROVIDE RADON READY INFRASTRUCTURE TO ALLOW FOR FUTURE

RADON FAN INSTALLATION IN THE CASE OF HIGH RADON LEVELS

AFTER CONSTRUCTION. REFER TO NOTES ON PLAN FOR

COMPONENTS TO BE INSTALLED DURING CONSTRUCTION.

PROVIDE A PERIMETER

DRAIN TILE LOOP

AROUND THE

PERIMETER OF THE

FOUNDATION WALLS

FOR EACH SIDE OF THE

DUPLEX

MP2

x x

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

MP1

CP

SEQUOIA+KINGS CANYON NATIONAL PARKS

190335

332393

CP

LZ

04.25.2025 1 2

MECHANICAL/

PLUMBING PLAN

SCALE OF FEET

PRELIMINARY

NOT FOR

CONSTRUCTION

DRAFT SD

x x

CMCP

DATE:

05.30.2025

FINAL SD

SUBCONTRACTOR

360 ENGINEERING

GOLDEN, CO

19 2122

1. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR ADDITIONAL

INFORMATION.

APPROXIMATE ROUTING OF SECONDARY CONDUCTORS FROM UTILITY

TRANSFORMER TO CT CABINET. TRENCH ROUTING SHALL BE FIELD

COORDINATED SUCH THAT TRENCH DOES NOT PASS DIRECTLY

BENEATH EXISTING TREE CANOPIES TO GREATEST EXTENT POSSIBLE.

DETAIL NOTES

EXISTING

DRAINAGE

CULVERT

LOWER LOOP ROAD

EQUIPMENT

STORAGE

AREA

S E

R V

IC

E

R O

A D

EXISTING

PROPANE

TANKS TO

REMAIN

NEW DRIVEWAYS

FOR PARKING

NEW WALKWAY

GARAGE

WATER

ENTRY

GARAGE

(E)UTILITY POLE &

XFMR

METER STACK

PANEL H1

PANEL P2

PANEL P1

PANEL G1

PANEL G2

2 ELECTRICAL TRENCH DETAIL

N.T.S.

A/E FIRM:

PRIME:

SUBCONTRACTOR

AE DESIGN

DENVER, CO

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF2/5

/20

2:

:41

P M

Au tod es k D oc s:/

/20

-4

NP

S Gr an t G ro ve

B ur ne d S tru ctu re s/2

-N

PS

Lo we r L oo p-v2 4-

BI

M3

.rv t

KD / RN 102

190335

332393

KD / RN

BDJ

05.28.2025 X

PRELIMINARY

NOT FOR

CONSTRUCTION

%100 FINAL SD

SEQUOIA+KINGS CANYON NATIONAL PARKS

E001 X

ELECTRICAL SITE PLAN

PROVIDE PANEL WITH INTEGRAL SURGE PROTECTION DEVICE.

PROVIDE DEVICE WITH MINIMUM 200kA PER PHASE OF PROTECTION.

EC SHALL COORDINATE SELECTION OF METER WITH UTILITY COMPANY

AND CONTRACTING OFFICER SUCH THAT METER IS COMPATIBLE WITH

PARK'S METER READING EQUIPMENT.

A/E FIRM:

PRIME:

SUBCONTRACTOR

AE DESIGN

DENVER, CO

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF2/5

/20

2:

:41

P M

Au tod es k D oc s:/

/20

-4

NP

S Gr an t G ro ve

B ur ne d S tru ctu re s/2

-N

PS

Lo we r L oo p-v2 4-

BI

M3

.rv t

KD / RN 102

190335

332393

KD / RN

BDJ

05.28.2025 X

PRELIMINARY

NOT FOR

CONSTRUCTION

%100 FINAL SD

SEQUOIA+KINGS CANYON NATIONAL PARKS

E100 X

ELECTRICAL

ONE-LINE DIAGRAM

1. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR ADDITIONAL

INFORMATION.

APPROXIMATE ROUTING OF NEW INCOMING TELECOM SERVICE

CONDUIT. TRENCH ROUTING SHALL BE FIELD COORDINATED SUCH

THAT TRENCH DOES NOT PASS DIRECTLY BENEATH EXISTING TREE

CANOPIES TO GREATEST EXTENT POSSIBLE.

DETAIL NOTES

EXISTING

DRAINAGE

CULVERT

LOWER LOOP ROAD

EQUIPMENT

STORAGE

AREA

S E

R V

IC

E

R O

A D

EXISTING

PROPANE

TANKS TO

REMAIN

NEW DRIVEWAYS

FOR PARKING

NEW WALKWAY

GARAGE

WATER

ENTRY

GARAGE

(E)UTILITY POLE

INCOMING SERVICE CABINET

1 (2) 2" C.

RME

RME

SATELLITE DISH

CONDUIT STUBS

A/E FIRM:

PRIME:

SUBCONTRACTOR

AE DESIGN

DENVER, CO

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF2/5

/20

2:

:41

P M

Au tod es k D oc s:/

/20

-4

NP

S Gr an t G ro ve

B ur ne d S tru ctu re s/2

-N

PS

Lo we r L oo p-v2 4-

BI

M3

.rv t

KD / RN 102

190335

332393

KD / RN

BDJ

05.28.2025 X

PRELIMINARY

NOT FOR

CONSTRUCTION

%100 FINAL SD

SEQUOIA+KINGS CANYON NATIONAL PARKS

T001 X

TECHNOLOGY SITE

PLAN