Drawings_56-99.pdf

E

B C

D

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K - L SIMILAR

G H

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AC

B

D

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LEGEND

SKYLIGHT INFILL IDENTIFICATION

J

I

L

K

A. PHOTOS SHOW EXISTING CONDITIONS AT TIME OF SITE

VISIT.

EXISTING CONDITIONS NOTES

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A710

INTERIOR PHOTOS -

SKYLIGHTS

JB

20 JUL 2026

1" = 20'-0"A710

1 SKYLIGHT INFILL PHOTO MAP

0'

GRAPHICS SCALE: 1" = 20'-0"

10'-0" 20'-0" 40'-0"

A K

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49 TH

S

JAMES D. BARTLETT

No. A10413

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PROFESSIONAL

ARC

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20-JUL-2026

A. PHOTOS SHOW EXISTING CONDITIONS AT TIME OF SITE

VISIT.

EXISTING CONDITIONS NOTES

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

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C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A711

INTERIOR PHOTOS -

EXISTING CONDITIONS

JB

20 JUL 2026

NOT TO SCALEA711

4 PHOTO - INTERIOR WOOD RAMP TO CONCRETE TRANSITION

NOT TO SCALEA711

3 PHOTO - INTERIOR EXISTING INTERACTIVE DISPLAYS

NOT TO SCALEA711

2 PHOTO - VIEWING AREA

NOT TO SCALEA711

1 PHOTO - FIN TUBE CABINET COVERS

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49 TH

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JAMES D. BARTLETT

No. A10413

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PROFESSIONAL

ARC

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A. PHOTOS SHOW EXISTING CONDITIONS AT TIME OF SITE

VISIT.

EXISTING CONDITIONS NOTES

NOT TO SCALEA712

1 PHOTO - EXTERIOR PRECAST CONCRETE SILLS - TYPE 1

NOT TO SCALEA712

4 PHOTO - EXTERIOR MASONRY CRACKS

NOT TO SCALEA712

2 PHOTO - EXTERIOR CONCRETE WINDOW SILL - TYPE 2

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A712

EXTERIOR PHOTOS -

EXISTING CONDITIONS

JB

20 JUL 2026

NOT TO SCALEA712

3 PHOTO - EXTERIOR SIGNAGE

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49 TH

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JAMES D. BARTLETT

No. A10413

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A. SEE A0 SHEETS FOR ASSEMBLY TAG LEGEND.

B. SEE A5 SHEETS FOR EXTERIOR ASSEMBLIES AND

DETAILS.

C. PROVIDE FINISHES TO FULL HEIGHT OF WALL UNLESS

NOTED OTHERWISE.

D. SEE MATERIAL SCHEDULE FOR CASEWORK FINISHES.

E. SEE SPECS FOR CASEWORK FINISHES NOT OTHERWISE

NOTED.

F. FINISH EXPOSED SURFACES OF CASEWORK, OUTSIDE

AND INSIDE.

G. SEE SPECS FOR CASEWORK HARDWARE, NOT SHOWN.

INTERIOR DETAIL NOTES

PROVIDE LATERAL

BRACING AT HINGE

LOCATIONS

HINGE SIDE

STRIKE SIDE

PROVIDE LATERAL

BRACING AT STRIKE

LOCATIONS

SEE DETAIL FOR

LATERAL BRACING

SEE DETAIL FOR

OPENINGS LESS

THAN 4'-0"

A810

G A

P

/2

M

IN

FASTEN GYPSUM BOARD TO STUD.

FASTENERS TO TRACK PROHIBITED.

MAINTAIN 1/2" GAP BETWEEN TOP OF

GYPSUM AND STRUCTURE ABOVE

SEALANT

GYPSUM

J BEAD

PROVIDE DEFLECTION TRACK AT NON

BEARING STUD WALLS EXTENDING TO

STRUCTURE ABOVE UNLESS NOTED

OTHERWISE.

MAINTAIN 1/2” GAP BETWEEN

TOP OF STUD AND TRACK ABOVE

G A

P

/2

M

IN

INSTALL DEFLECTION TRACK PER

MANUFACTURERS RECOMMENDATIONS

PER

ASSEMBLY

TYPE

/2

M

IN

GYPSUM BOARD(S)

NOT SHOWN THIS SIDE

FOR GRAPHIC CLARITY

GYPSUM BOARD(S)

PER ASSEMBLY

TYPE

PROVIDE CONTINUOUS BRIDGING BAR

AT TOP-MOST STUD KNOCK-OUT.

BRIDGING BAR NOT REQUIRED AT

WALLS WITH GYPSUM BOARD FROM

FLOOR TO STRUCTURE ABOVE. TYPICAL BOTTOM TRACK WITH

MECHANICAL FASTENERS AT 12"

OC, UNLESS NOTED OTHERWISE

HEADER TRACK TO MATCH

STUD SIZE AND GAUGE

TYPICAL WALL STUDS

TYPICAL WALL INFILL STUDS

SILL TRACK TO MATCH

STUD SIZE AND GAUGE

NOTE:

SEE STRUCTURAL FOR LOAD BEARING CONDITIONS.

SEE DETAIL

FOR DOOR

OPENINGS

CUT AND BEND EACH END

OF HEAD. (3) #10 SELF-

TAPPING SCREWS TO JAMB.

KING STUD WITH NESTED

TRACK TO MATCH STUD

SIZE AND GAUGE. STITCH

TOGETHER WITH (2) #10

TEK SCREWS AT 12" OC

CARPET PER ROOM

SCHEDULE

TRANSITION STRIP PER

SPECSTILE PER ROOM SCHEDULE

CEMENTITIOUS BOND

COAT AS SPECIFIED

EQ EQ

TILE TO CARPET

EQ EQ

NEATLY TRIMMED

BUTT-JOINT

ALIGN

RESILIENT TO RESILIENT

BUTT JOINT AT CHANGE OF

DIRECTION OR COLOR

RESILIENT FLOORING

PER ROOM SCHEDULE

TRANSITION STRIP PER SPECS

CARPET PER

ROOM SCHEDULE

EQ EQ

CARPET TO RESILIENT

1. SEE ROOM SCHEDULE FOR FLOORING FINISHES

2. SEE DOOR SCHEDULE FOR HARDWARE GROUPS. SEE

SPECIFICATIONS FOR DOOR THRESHOLD

5. SEE SPECIFICATIONS FOR FLOOR UNDERLAYMENT

WHERE REQUIRED

6. ALIGN CENTER OF DOOR THRESHOLD WITH CENTER OF

DOOR UNLESS FINISH PLAN INDICATES OTHERWISE

4. SEE DETAIL FOR LEVEL CHANGES

RESILIENT

FLOORING PER

ROOM SCHEDULE

FLOORING TRANSITION NOTES:

DOOR WHERE OCCURS

DOOR WHERE OCCURS

DOOR WHERE OCCURS

EXISTING CONCRETE

FLOORING WHERE

OCCURS

TRANSITION STRIP PER SPECS

FLOORING PER

ROOM SCHEDULE

EQ EQ

WOOD TO CONCRETE

DOOR WHERE OCCURS

A830

SEE PHOTO: 4

A711

SIZE PER MATERIAL SCHEDULE

CONCEALED PIVOTING ROD

HINGE

SCREWDRIVER OPERATED LATCH

MOUNTING HOLES

PER ASSEMBLY TYPE

ACCESS PANEL DOOR

FRAME

14"

/2

1"

HARDWOOD NOSING

EXISTING SILL TO REMAIN

RSL-1 PER MATERIAL SCHEDULE

EXISTING 1/2" UNDERLAYMENT OVER EXISTING

3/4" SUBFLOOR REPLACE AS REQUIRED TO

ACCOMMODATE NEW WORK

EXISTING FLOOR JOISTS

PROVIDE WD-3 PER MATERIAL SCHEDULE

1/2" HARDWOOD VENEER PLYWOOD RISER

3/4" PLYWOOD SUBFLOOR

EXISTING 2X STRINGER @ 3'-0" O.C

INTERIOR DETAIL LEGEND

EXISTING CONSTRUCTION

78910

A812

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

H E

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IL

IN

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P L A

N

FIELD VERIFY ALL

DIMENSIONS. NEW

CEILING TO MATCH

EXISTING LOCATION

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A810

INTERIOR DETAILS

JB

20 JUL 2026

1" = 1'-0"A810

INTERIOR FRAMING DETAIL - NON LOAD

BEARING DOOR OPENING

3" = 1'-0"A810

INTERIOR FRAMING DETAIL - PARTITION

DEFLECTION ATTACHMENT

1" = 1'-0"A810

INTERIOR FRAMING DETAIL - NON LOAD

BEARING OPENING LESS THAN 4'-0"

12" = 1'-0"A810

1 INTERIOR DETAIL - FINISH - FLOORING TRANSITIONS

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"

0'

GRAPHICS SCALE: 1" = 1'-0"

6" 1'-0" 2'-0"

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

0'

GRAPHICS SCALE: 1" = 1'-0"

6" 1'-0" 2'-0"

6" = 1'-0"A810

6 INTERIOR DETAIL - ACCESS PANEL

0'

GRAPHICS SCALE: 12" = 1'-0"

1/2" 1" 2"

0'

GRAPHICS SCALE: 6" = 1'-0"

1" 2" 4"

1 1/2" = 1'-0"A810

2 INTERIOR DETAIL - STAIRS - VIEWING

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S

JAMES D. BARTLETT

No. A10413

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20-JUL-2026

1/2" = 1'-0"A810

7 BUILDING SECTION - VIEWING 102

0'

GRAPHICS SCALE: 1/2" = 1'-0"

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

A. SEE A810 FOR INTERIOR DETAIL NOTES.

INTERIOR DETAIL NOTES

PER PLAN

FLEXIBLE SEALANT OR

TAPE

WHERE ASSEMBLY IS

RATED STC 40 OR

GREATER, CONTINUE STC

RATED ASSEMBLY TO

INSIDE FACE OF EXTERIOR

SHEATHING AT EXTERIOR

ASSEMBLY

EXTERIOR ASSEMBLY PER

ASSEMBLY TYPES

INSIDE FACE OF EXTERIOR

SHEATHING

PER PLAN

THE BELOW DIAGRAM DESCRIBES PRIORITIES

DETERMINING THE CONTINUITY OF STC RATED

ASSEMBLIES.

HIGH PRIORITY- EQUAL TO OR GREATER THAN 40 STC

LOW PRIORITY - LESS THAN 40 STC.

SEE ASSEMBLY TYPES FOR CONSTRUCTION.

SEE FLOOR PLANS FOR LOCATION OF ASSEMBLIES.

SEE ASSEMBLY TYPES FOR STC RATINGS.

PER PLAN

PER PLAN

PER PLAN

LOW PRIORITY

ASSEMBLY

CONTINUE HIGH

PRIORITY ASSEMBLY

WHERE ABUTTING LOW

PRIORITY ASSEMBLY

ALIGN FINISHES UNLESS

NOTED OTHERWISE

HIGH PRIORITY

ASSEMBLY

PER PLAN

PER PLAN

HIGH PRIORITY

ASSEMBLY

SHEATHING SEPARATION

NOT REQUIRED WHERE

HIGH PRIORITY ASSEMBLY

ABUTS HIGH PRIORITY

ASSEMBLY

DOOR FRAME PER DOOR SCHEDULE

DOOR PER DOOR SCHEDULE

CONTINUOUS SEALANT

PER ASSEMBLY TYPE

FINISHES PER ROOM AND DOOR SCHEDULE

CONTINUOUS GASKET WHERE

INDICATED BY HARDWARE SCHEDULE

AT DOORS REQUIRING LESS THAN STC 40,

FILL FRAME WITH 10 LB MINERAL WOOL

SEE DETAIL FOR

TYPICAL FRAMING

A810

FRAME PER DOOR

SCHEDULE

METAL FRAME ANCHOR

DOOR PER DOOR SCHEDULE

CONTINUOUS SEALANT

FINISHES PER ROOM

AND DOOR SCHEDULE

PER

ASSEMBLY

TYPE

CONTINUOUS GASKET

AT STC 33 OR GREATER

AT DOORS REQUIRING LESS

THAN STC 40, FILL FRAME

WITH 10 LB MINERAL WOOL

DOOR PER DOOR SCHEDULE

FINISHES PER ROOM

AND DOOR SCHEDULES

DOOR JAMB AND JAMB GASKET

BEYOND

SEE FINISH PLAN FOR FLOOR

FINISH TRANSITIONS

DOOR BOTTOM WHERE

INDICATED BY HARDWARE

SCHEDULE

MAINTAIN ACOUSTIC

ASSEMBLY AT SILL PER DOOR

SCHEDULE

THRESHOLD WHERE INDICATED

BY HARDWARE SCHEDULE

A811

PROVIDE CONTINUOUS AIR TIGHT SEAL

AT WALL TERMINATION TO METAL DECK

AND ENTIRE WALL PERIMETER.

CONTINUOUS ACOUSTICAL SEALANT TO

ACCOMMODATE STRUCTURAL DEFLECTION

METAL DECK PER STRUCTURAL

NOTCH GYPSUM BOARD TO FIT METAL DECK

PROFILE WITH GAP SIZED TO ACCOMMODATE

STRUCTURAL DEFLECTION.

WHERE METAL DECK FLUTES

ARE PARALLEL TO WALL

ASSEMBLY, SEE DETAIL

FRICTION FIT FIBERGLASS BATT

INSULATION TO FILL CAVITY

WHERE METAL DECK FLUTES

ARE NOT PARALLEL TO WALL

ASSEMBLY, SEE DETAIL

CONTINUOUS ACOUSTICAL SEALANT

FILL CAVITY WITH CONTINUOUS

ACOUSTICAL SEALANT TO ACCOMMODATE

STRUCTURAL DEFLECTION

PROVIDE CONTINUOUS AIR TIGHT SEAL

AT WALL TERMINATION TO METAL DECK

AND ENTIRE WALL PERIMETER.

20 GAUGE METAL CLOSURE PLATE.

SPAN METAL DECK FLUTE COMPLETELY

TO PROVIDE CONTINUOUS SEAL

1" MIN, TYP

TYP

1" MIN

METAL DECK PER STRUCTURAL

PER

ASSEMBLY

TYPE

PER

ASSEMBLY

TYPE

FOR TYPICAL

ANNOTATION

SEE DETAIL

A810

AIR TIGHT SEAL

AS REQ'D FOR

A811

3" = 1'-0"A811

INTERIOR ACOUSTIC DETAIL - PARTITION DEFLECTION

ATTACHMENT - NOT PARALLEL TO FLUTES

3" = 1'-0"A811

INTERIOR ACOUSTIC DETAIL - PARTITION DEFLECTION

ATTACHMENT - PARALLEL TO FLUTES

1" = 1'-0"A811

INTERIOR ACOUSTIC DETAIL - ASSEMBLY

PRIORITY - EXTERIOR

1" = 1'-0"A811

INTERIOR ACOUSTIC DETAIL - ASSEMBLY

PRIORITY - INTERIOR

3" = 1'-0"A811

6 INTERIOR ACOUSTIC DETAIL - DOOR JAMB

3" = 1'-0"A811

3 INTERIOR ACOUSTIC DETAIL - DOOR HEAD

3" = 1'-0"A811

5 INTERIOR ACOUSTIC DETAIL - DOOR SILL

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A811

INTERIOR DETAILS -

ACOUSTIC

JB

20 JUL 2026

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"

0'

GRAPHICS SCALE: 1" = 1'-0"

6" 1'-0" 2'-0"

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"0'

GRAPHICS SCALE: 1" = 1'-0"

6" 1'-0" 2'-0"

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"

A K

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49 TH

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JAMES D. BARTLETT

No. A10413

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ARC

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UNATTACHED WALLS

3/4" MIN AT

MIN

2"

8" MAX

M A

X

SPREADER BAR

WITHIN 8" OF WALL

AT CEILINGS

GREATER THAN

2,500 SF

EDGE OF WALL

PLUMB WITHIN 1:6

PERIMETER

SUPPORT WIRE

WALL MOULDING

BEAM OR CROSS TEE

ASCE 7 SECTION 13.5.6.2.2 MANDATES THAT CEILING AREAS GREATER

THAN 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS,

CLOSURE ANGLES, AND HORIZONTAL RESTRAINTS. THIS MEANS 2"

MOLDING, PERIMETER SPACER BARS – AND IF THE AREA IS GREATER

THAN 1,000 SF LATERAL FORCE BRACING.

8 GA HANGER WIRE AT

4'-0" EACH WAY

10 GA 4-WAY DIAGONAL

BRACE WIRES AT 45

DEGREES TO STRUCTURE

ABOVE AT 12'-0" ON

CENTER EACH WAY

1 1/2" CARRYING CHANNELS

AT 4'-0" ON CENTER

7/8" FURRING CHANNELS

AT 2'-0" ON CENTER

GYPSUM BOARD(S) PER

ASSEMBLY TYPE

NOTE:

NO FRAMING OR HANGERS

TO BE IN CONTACT WITH

MECHANICAL OR

ELECTRICAL EQUIPMENT 2

PER ASSEMBLY TYPE

BEAD AND TRIM

PER ASSEMBLY TYPE

MAX

8"

ON CENTER

4'-0"

WALL

CROSS RUNNER WITH

3/4" MIN CLEARANCE

FROM PERIMETER

WALLS

MAIN RUNNER WITH

3/8" MIN CLEARANCE

FROM PERIMETER

WALLS

WRAP SUSPENSION

WIRE TIGHTLY AROUND

ITSELF A MINIMUM OF

THREE FULL TURNS

WITHIN A 3" LENGTH

SEISMIC PERIMETER CLIP

SECTION VIEW

PROVIDE 12 GAUGE MINIMUM SUSPENSION WIRES

3/8" MIN

AT CONTRACTORS OPTION:

PROVIDE COUNTER-SLOPING SUSPENSION WIRES

IN LIEU OF A SINGLE SUSPENSION WIRE WHERE

SLOPE GREATER THAN 1:6 REQUIRED

SLOPE SUSPENSION WIRE NOT MORE

THAN 1:6 OUT OF PLUMB

NOTE:

SEE DETAIL FOR SUSPENDED CEILINGS NOT

SURROUNDED BY WALLS OR SOFFITS LATERALLY

BRACED TO THE STRUCTURE ABOVE

A812

ATTACH SCREW THRU

SLOT

WALL

ALLOW 3/4" MIN FREE AXIAL MOVEMENT

(OMIT PINS) AT REMAINING WALLS.

ALL OTHER PINNED END ANNOTATION

REMAINS APPLICABLE TO FREE END

PINNED END

SECTION VIEW

FREE END

SECTION VIEW

SEE DETAIL FOR TYPICAL ANNOTATION

A812

WALL

8" MAX

CENTER

4'-0" ON

SPACER BAR 8" MAX FROM PERIMETER

ATTACH SCREW THRU

SLOT

PERIMETER 12 GA.

HANGER WIRE

PIN RUNNER TO PERIMETER CLOSURE AT

TWO ADJACENT ENDS OF WALL

3/8" MIN

12 GA VERTICAL WIRE HANGER

4'-0" ON CENTER MAX ATTACHED

PRIOR TO SETTING STRUT

(4) 12 GA SPLAY WIRES IN PLANE

OF TEES. SPACE 12'-0" ON CENTER

NO FURTHER THAN 6'-0" FROM

WALL. CONNECT TO MAIN TEE

WITHIN 2" OF INTERSECTION

EMT CONDUIT COMPRESSION STRUT

12'-0" ON CENTER EACH WAY

6'-0" MAXIMUM FROM WALL

• 1/2" DIAMETER UP TO 6'-0",

• 3/4" DIAMETER TO 8'-6",

• 1" DIAMETER UP TO 10'-0"

SLOT END OF TUBE

TO FIT OVER TEE

MAIN TEE

CROSS TEE

EXTEND COMPRESSION STRUT

TIGHT BETWEEN MAIN TEE AND

STRUCTURE ABOVE. SECURE

SEGMENTS TOGETHER WITH 4"

MINIMUM OVERLAP.

SUPPORT ENDS OF RUNNERS WITHIN 8" OF SURROUNDING PERIMETER WALL OR CEILING DISCONTINUITY.

LOOP WIRES AND TWIST 3 TIMES AROUND ITSELF WITHIN 3". WIRES TO BE PLUMB WITHIN 1 IN 6.

BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL

PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS

WALL

PINNED END

SECTION VIEW

FREE END

SECTION VIEW

COMPRESSION STRUT PER ENLARGED

AXONOMETRIC DETAIL

SEE DETAIL FOR TYPICAL ANNOTATION

A812

WALL

SPLAY WIRES PER ENLARGED

AXONOMETRIC DETAIL

VERTICAL WIRE HANGER PER

ENLARGED AXONOMETRIC DETAIL

M

IN4

ENLARGED

AXONOMETRIC DETAIL

T Y P

IC

A L

45° M A X

NOT TO SCALE

6'-0" MAX

NOT TO SCALE

12'-0" ON CENTER

COMPRESSION STRUT PER ENLARGED

AXONOMETRIC DETAIL

MAX

8"

SPLAY WIRES PER ENLARGED

AXONOMETRIC DETAIL

VERTICAL WIRE HANGER PER

ENLARGED AXONOMETRIC DETAIL

3/4" MIN

3/8" MIN

PIN RUNNER TO PERIMETER CLOSURE AT

TWO ADJACENT ENDS OF WALL

ATTACH SCREW THRU

SLOT

WD-2 PER MATERIAL

SCHEDULE ON METAL

CARRIER AND

HANGERS

SEE DETAIL

FOR CEILINGS

AT BULKHEAD

A812

ACT-1 PER MATERIAL

SCHEDULE

SEE DETAIL FOR

SUSPENDED ACT

AT WALL SIMILAR

A812

WD-2 PER MATERIAL

SCHEDULE ON METAL

CARRIER AND

HANGERS

SEE DETAIL

FOR CEILINGS

AT BULKHEAD

A812

EXISTING STEEL STUD

BULKHEAD BRACED TO

UNDERSIDE OF

STRUCTURE

INTERIOR DETAIL LEGEND

EXISTING CONSTRUCTION

3/4" = 1'-0"A812

2 INTERIOR CEILING DETAIL - SUSPENDED GYPSUM BOARD

3" = 1'-0"A812

1 INTERIOR CEILING DETAIL - SUSPENDED ACT AT WALL

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A812

INTERIOR DETAILS - CEILING

JB

20 JUL 2026

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8" 1 1/2" = 1'-0"A812

3 INTERIOR DETAIL - CEILING - BULKHEAD

1 1/2" = 1'-0"A812

INTERIOR DETAIL - CEILING - SEISMIC REQUIREMENTS FOR

SUSPENDED ACT EQUAL TO OR LESS THAN 144 SF

1 1/2" = 1'-0"A812

INTERIOR DETAIL - CEILING - SEISMIC REQUIREMENTS FOR SUSPENDED ACT GREATER THAN 144 SF AND LESS

THAN OR EQUAL TO 1000 SF

1 1/2" = 1'-0"A812

5 INTERIOR DETAIL - CEILING - SEISMIC REQUIREMENTS FOR SUSPENDED ACT GREATER THAN 1000 SF AND LESS THAN OR EQUAL TO 2500 SF

0'

GRAPHICS SCALE: 3/4" = 1'-0"

6" 1'-0" 2'-0" 0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4" 0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

1 1/2" = 1'-0"A812

7 INTERIOR DETAIL - CEILING - SUSPENDED LINEAR WOOD AND ACT ELEVATION TRANSITION

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

1 1/2" = 1'-0"A812

8 INTERIOR DETAIL - CEILING - LINEAR WOOD CEILING BULKHEAD

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

A K

AF AL

T S

T A

E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S

I G N

A L

A S

K A

R E

G

IS

T

ER

ED

PROFESSIONAL

ARC

H

IT

E C

MIN. 1'-10 5/8", MAX. 4'-2"

VARIES (SEE ENLARGED PLAN)

EXISTING BRACKET TO REMAIN

EXISTING TUBE STEEL SUPPORT RAILS TO REMAIN

1/2" SLD-1 AS SCHEDULED

1/2" SLD-1 AS SCHEDULED

LAMINATED CURVED PLYWOOD BUILD-UP, PROVIDE

THICKNESS AS REQUIRED

1 1/4" PLYWOOD BUILD-UP, FASTEN AS REQUIRED

EXISTING

EXISTING GRAPHIC MURAL, FASTENERS AND

SUBSTRATE TO REMAIN

EXISTING GRAPHIC MURAL, FASTENERS

AND SUBSTRATE TO REMAIN

VARIES

ADA MAX REACH = 25"

1'-10" MAX

EXISTING

FOR TYPICAL

ANNOTATION SEE

A820

REINSTALL SALVAGED POSTCARD UNIT

1'-1"

/2

POSTCARD POCKET PLAN

VARIES

SEE

VARIES

EXISTING

FOR TYPICAL

ANNOTATION SEE

A820

SALVAGED 1/2" LAMINATED SAFETY

GLASS TO BE REINSTALLED

TO ACCESS CASE INTERIOR LIFT

GLASS OUT WITH GLASS MOVING

SUCTION CUPS

EXISTING BRACKET AND TUBE STEEL

SUPPORT RAILS TO REMAIN BEYOND

1/2" SLD-1 AS SCHEDULED

REMOVABLE PANEL TO ACCESS

INTERNAL LIGHT

WHITE TRANSLUCENT ACRYLIC, ALL

INTERIOR SIDES

INTERNAL LIGHT

VENTILATION PATH

A820

A820

/4

2'-10 1/4"

EXHIBIT ITEMS BELOW

COUNTER, SLD-1 AS SCHEDULED

INSET DISPLAY CASE PER 3

A820

2'-10 1/4"

EXHIBIT ITEMS BELOW

COUNTER, SLD-1 AS SCHEDULED

INSET DISPLAY CASE PER 3

A820

/4

EXISTING

FOR TYPICAL

ANNOTATION SEE

A820

EXISTING MOBILE CART BELOW

MODIFY SUBSTRATE AND SLD-1 AS

REQUIRED TO ACCOMMODATE

MOBILE CARTS BELOW

INTERIOR DETAIL LEGEND

EXISTING CONSTRUCTION

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A820

INTERIOR DETAILS -

CASEWORK

JB

20 JUL 2026

1 1/2" = 1'-0"A820

1 INTERIOR DETAIL - CASEWORK - INTERACTIVE COUNTER - TUNDRA DISCOVERY AREA - TYPICAL 1 1/2" = 1'-0"A820

2 INTERIOR DETAIL - CASEWORK - INTERACTIVE COUNTER - TUNDRA DISCOVERY AREA - POSTCARDS 1 1/2" = 1'-0"A820

3 INTERIOR DETAIL - CASEWORK - INTERACTIVE COUNTER - TUNDRA DISCOVERY AREA - INSET DISPLAY CASE

3" = 1'-0"A820

5 INTERIOR DETAIL - CASEWORK - INTERACTIVE COUNTER - TUNDRA DISCOVERY AREA - INSULATION EXHIBIT 3" = 1'-0"A820

6 INTERIOR DETAIL - CASEWORK - INTERACTIVE COUNTER - TUNDRA DISCOVERY AREA- BITE MARKS EXHIBIT 1 1/2" = 1'-0"A820

4 INTERIOR DETAIL - CASEWORK - INTERACTIVE COUNTER - TUNDRA DISCOVERY AREA - MOBILE CARTS

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4" 0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4" 0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4" 0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8" 0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"

A K

AF AL

T S

T A

E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S

I G N

A L

A S

K A

R E

G

IS

T

ER

ED

PROFESSIONAL

ARC

H

IT

E C

PROVIDE GREEN BIOFIBER COMPOSITE

BOARD, CHAMFER EDGES, CLEAR FINISH

EXISTING FRAMING TO REMAIN

EXISTING METAL TRIM

PROVIDE 1X BIRCH AT BASE, STAINED

PROVIDE METAL TRIM TO MATCH

EXISTING

UPPER COUNTER BEYOND

PROVIDE BIRCH VENEER PLYWOOD, STAINED

PROVIDE GYPSUM BOARD

EXISTING FRAMING TO REMAIN

PROVIDE GYPSUM BOARD

PROVIDE 1X BIRCH AT BASE, STAINED

PROVIDE METAL TRIM TO MATCH EXISTING

PROVIDE METAL TRIM TO MATCH EXISTING

/4

SEE DIAGRAM FOR

WINDOW SILL

3/4"

FINISH PER MATERIAL

SCHEDULE

3/4" MIN PLYWOOD

SUBSTRATE

FINISH PER ROOM SCHEDULE

1/4" MIN RADIUSED EDGE

CONTINUOUS SEALANT

WALL PER

ASSEMBLY

TYPES

FINISH PER

ROOM

SCHEDULE

A821

SIMILAR

EQ

E Q

EXTEND INTERIOR SILL

BEYOND WINDOW A

DISTANCE EQUAL TO

SILL HEIGHT

A821

EXTENDED SILL

INTERIOR DETAIL LEGEND

EXISTING CONSTRUCTION

EXISTING WINDOW SILL

EXISTING RADIANT HEATING

EXISTING STEEL STUD BLOCKING

EXISTING METAL ANGLES AS

HEAD RUNNER

PERFORATED METAL CHANNEL

EXISTING COMPOSITE PANEL

EXISTING

EXISTING WOOD RAIL

EXISTING GRAVITY CLEAT

EXISTING GRAVITY CLEAT

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A821

INTERIOR DETAILS -

CASEWORK

JB

20 JUL 2026

1 1/2" = 1'-0"A821

1 INTERIOR DETAIL - CASEWORK - INFORMATION DESK - AT UPPER COUNTER

1 1/2" = 1'-0"A821

2 INTERIOR DETAIL - CASEWORK - INFORMATION DESK - AT LOWER COUNTER

6" = 1'-0"A821

INTERIOR DETAIL - FINISH - WINDOW SILL -

BULLNOSE

3" = 1'-0"A821

INTERIOR DETAIL - FINISH - PARTIAL HEIGHT

WALL CAP

1" = 1'-0"A821

4 INTERIOR DETAIL - FINISH - WINDOW SILL ELEVATIONS

0'

GRAPHICS SCALE: 3" = 1'-0"

2" 4" 8"0'

GRAPHICS SCALE: 6" = 1'-0"

1" 2" 4"

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

0'

GRAPHICS SCALE: 1" = 1'-0"

6" 1'-0" 2'-0"

1 1/2" = 1'-0"A821

3 INTERIOR DETAIL - CASEWORK - FIN TUBE COVER

0'

GRAPHICS SCALE: 1 1/2" = 1'-0"

4" 8" 1'-4"

A K

AF AL

T S

T A

E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S

I G N

A L

A S

K A

R E

G

IS

T

ER

ED

PROFESSIONAL

ARC

H

IT

E C

A. SEE A700 FOR ACCESSORY AND FIXTURE TYPES

INTERIOR ACCESSIBILITY

DETAIL NOTESFLOOR SURFACES SHALL BE STABLE,

FIRM, AND SLIP RESISTANT.

CARPET AND/OR CARPET TILE SHALL BE

SECURELY ATTACHED AND SHALL HAVE A

FIRM CUSHION, PAD, BACKING, OR SHALL

HAVE NO CUSHION OR PAD.

CARPET AND/OR CARPET TILE SHALL

HAVE A LEVEL LOOP, TEXTURED LOOP,

LEVEL CUT PILE, OR LEVEL CUT/UNCUT

PILE TEXTURE.

THE PILE SHALL BE 1/2" MAXIMUM IN

HEIGHT.

EXPOSED EDGES OF CARPET SHALL BE

FASTENED TO THE FLOOR AND SHALL

HAVE TRIM ALONG THE ENTIRE LENGTH

OF THE EXPOSED EDGE.

OPENINGS IN FLOOR SURFACES SHALL

BE OF A SIZE THAT DOES NOT PERMIT

THE PASSAGE OF A 1/2" DIAMETER

SPHERE.

ELONGATED OPENINGS SHALL BE

PLACED SUCH THAT THE LONG

DIMENSION IS PERPENDICULAR TO THE

PROMINENT DIRECTION OF TRAVEL.

/2

M

A X

SECTION VIEW

PLAN VIEW

/2

M

A X

DIMENSION

LONG

D O

M

IN

A N

D

IR

E C

T

IO

N

O F

T R

A V

E L

FLOOR SURFACE CHANGES IN LEVEL OF

1/4" MAX SHALL BE PERMITTED TO BE

VERTICAL.

CHANGES IN LEVEL OF GREATER THAN

1/4" IN HEIGHT AND NOT MORE THAN 1/2"

MAX IN HEIGHT SHALL BE BEVELED WITH

A SLOPE NOT STEEPER THAN 1:2.

CHANGES IN LEVEL OF GREATER THAN

1/2" IN HEIGHT SHALL COMPLY WITH

REQUIREMENTS OF RAMPS.

SECTION VIEWS

M A

X

/4

M A

X

/2

/4

T

O

/2

60" MIN

EXISTING - PLAN VIEW - CIRCULAR

60" MIN

M

IN

M

IN

MIN

12"36" MIN

MIN

12"

M

IN

EXISTING - PLAN VIEW - T-SHAPED

TURNING SPACES SHALL BE

PERMITTED TO OVERLAP

WITH CLEAR FLOOR SPACES,

CLEARANCES AT FIXTURES,

AND MANEUVERING

CLEARANCES AT DOORS,

UNLESS NOTED OTHERWISE.

CHANGES IN LEVEL ARE NOT

PERMITTED WITHIN THE

TURNING SPACE WITH THE

EXCEPTION OF SLOPES NO

GREATER THAN 1:48.

FLOOR SURFACES

OF TURNING SPACES

SHALL COMPLY WITH

DETAIL:

BASE

SEE DETAIL FOR

KNEE AND TOE

CLEARANCES:

ARM

DOORS SHALL BE

PERMITTED TO SWING INTO

TURNING SPACES, UNLESS

NOTED OTHERWISE.

M A

X

OVERLAP AT

KNEE AND TOE

CLEARANCES

PERMITTED

ONLY AT

SHADED AREA,

TYPICAL.

OVERLAP AT

KNEE AND TOE

CLEARANCES

PERMITTED

ONLY AT

EITHER THE

END OF THE

BASE OR ONE

ARM, TYPICAL.

A830

A830

CLEAR FLOOR SPACE SHALL

BE PERMITTED TO INCLUDE

KNEE AND TOE CLEARANCE

PER DETAIL:

A830

FLOOR SURFACES

OF CLEAR FLOOR

SPACES SHALL

COMPLY WITH DETAIL:

A830

CHANGES IN LEVEL ARE NOT PERMITTED

WITHIN THE CLEAR FLOOR SPACE WITH THE

EXCEPTION OF SLOPES NO GREATER THAN 1:48.

UNLESS NOTED OTHERWISE, CLEAR FLOOR SPACES

SHALL BE POSITIONED FOR EITHER FORWARD OR

PARALLEL APPROACH TO AN ELEMENT.

ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR

SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE

ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE.

IF A CLEAR FLOOR SPACE IS IN AN ALCOVE OR OTHERWISE

CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL

MANEUVERING CLEARANCES FOR PARALLEL AND FORWARD

APPROACH SHALL BE PROVIDED, AS APPLICABLE.

WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A

PARALLEL APPROACH, THE ALCOVE SHALL BE 60 INCHES

MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 15 INCHES.

WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A

FORWARD APPROACH, THE ALCOVE SHALL BE 36 INCHES

MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 24 INCHES.

FORWARD APPROACH

AT ALCOVE

PARALLEL APPROACH

AT ALCOVE

M A

X

M A

X

36" MIN 60" MIN

CLEAR FLOOR

OR GROUND

SPACE

48" MIN

M

IN

WHERE SPACE BENEATH AN ELEMENT IS

INCLUDED AS PART OF CLEAR FLOOR SPACE AT

AN ELEMENT, CLEARANCE AT AN ELEMENT, OR

A TURNING SPACE, THE SPACE SHALL COMPLY

WITH KNEE AND TOE CLEARANCES.

ADDITIONAL SPACE SHALL NOT BE

PROHIBITED BENEATH AN ELEMENT, BUT

SHALL NOT BE CONSIDERED AS PART OF THE

CLEAR FLOOR SPACE OR TURNING SPACE.

SPACE BENEATH AN ELEMENT BETWEEN THE

FLOOR AND 9" ABOVE THE FLOOR SHALL BE

CONSIDERED TOE CLEARANCE AND SHALL

COMPLY WITH KNEE AND TOE CLEARANCES.

TOE CLEARANCE SHALL BE PERMITTED TO

EXTEND 25" MAXIMUM UNDER AN ELEMENT.

WHERE TOE CLEARANCE IS REQUIRED AT AN

ELEMENT AS PART OF A CLEAR FLOOR

SPACE, THE TOE CLEARANCE SHALL EXTEND

17" MINIMUM BENEATH THE ELEMENT.

SPACE EXTENDING GREATER THAN 6" BEYOND

THE AVAILABLE KNEE CLEARANCE AT 9" ABOVE

THE FLOOR SHALL NOT BE CONSIDERED TOE

CLEARANCE.

TOE CLEARANCE SHALL BE 30" MINIMUM IN WIDTH.

SPACE BENEATH AN ELEMENT BETWEEN 9" AND

27" ABOVE THE FLOOR SHALL BE CONSIDERED

KNEE CLEARANCE.

KNEE CLEARANCE SHALL BE PERMITTED TO

EXTEND 25" MAXIMUM UNDER AN ELEMENT AT

9" ABOVE THE FLOOR.

WHERE KNEE CLEARANCE IS REQUIRED

BENEATH AN ELEMENT AS PART OF A CLEAR

FLOOR SPACE, THE KNEE CLEARANCE SHALL

BE 11" MINIMUM IN DEPTH AT 9" ABOVE THE

FLOOR, AND 8" MINIMUM IN DEPTH AT 27"

ABOVE THE FLOOR.

BETWEEN 9" AND 27 " ABOVE THE FLOOR, THE

KNEE CLEARANCE SHALL BE PERMITTED TO BE

REDUCED AT A RATE OF 1" IN DEPTH FOR EACH

6" IN HEIGHT.

KNEE CLEARANCE SHALL BE 30" MINIMUM IN WIDTH.

PLAN VIEW

KNEE CLEARANCES

SIDE VIEW

TOE CLEARANCES

6" MAX

M

IN

M

IN

11" MIN

8" MIN

PLAN VIEW

TOE CLEARANCES

M

IN

17"-25"

ELEMENT ABOVE

CLEAR FLOOR SPACE

SIDE VIEW

KNEE CLEARANCES

M

IN

25" MAX

ELEMENT ABOVE

CLEAR FLOOR SPACE

OBJECTS WITH

LEADING EDGES

MORE THAN 27" AND

NOT MORE THAN 80"

ABOVE THE FLOOR

SHALL PROTRUDE

4" MAXIMUM

HORIZONTALLY

INTO THE

CIRCULATION PATH.

HANDRAILS SHALL

BE PERMITTED TO

PROTRUDE 4 1/2"

MAX.

OBJECTS ON POSTS OR PYLONS SHALL BE PERMITTED TO

OVERHANG 12" MAXIMUM WHERE MORE THAN 27" AND NOT

MORE THAN 80" ABOVE THE FLOOR.

SLOPING PORTIONS OF HANDRAILS BETWEEN THE TOP AND

BOTTOM RISER OF STAIRS AND ABOVE THE RAMP RUN SHALL

NOT BE REQUIRED TO COMPLY WITH POST MOUNTED OBJECT

REQUIREMENTS BELOW.

VERTICAL CLEARANCE

SHALL BE 80" MINIMUM.

DOOR CLOSERS AND

DOOR STOPS SHALL BE

PERMITTED TO BE 78"

MINIMUM ABOVE FLOOR.

PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR

WIDTH REQUIRED FOR ACCESSIBLE ROUTES.

x x

O R

E Q

T O

4" MAX

LIMITS OF PROTRUDING OBJECTS

x

REDUCED VERTICAL CLEARANCE

x > OR EQ TO 12"

12" MAX 12" MAX

OBJECT

OBJECT

M A

X

RAILS OR OTHER

BARRIERS SHALL BE

PROVIDED WHERE THE

VERTICAL CLEARANCE

IS LESS THAN 80".

THE LEADING EDGE OF

SUCH RAILS OR

BARRIER SHALL BE

LOCATED 27" MAXIMUM

ABOVE THE FLOOR.

A N

D

M A

X x > 12"

OBJECT

POSTS OR

PYLONS

12" MAX12" MAX<

POST-MOUNTED PROTRUDING OBJECTS

POST-MOUNTED PROTRUDING OBJECTS

FORWARD REACH

FORWARD REACH WHERE UNOB-

STRUCTED OR WHERE OBSTRU-

CTION IS LESS THAN 20".

FORWARD REACH

FORWARD REACH WHERE

OBSTRUCTION IS GREATER THAN

20" AND LESS THAN 25".

M

IN

M A

X

M A

X

25 MAX

20 MIN

M

A X

A T

E X

IS

T

IN

G

E L

E M

E N

T S

M A

X

M A

X

M

IN

MAX

10".

M A

X

M A

X

MAX

24".

SIDE REACH

SIDE REACH WHERE UNOBSTRU-

CTED OR WHERE OBSTRUCTION

IS 10" OR LESS.

SIDE REACH

SIDE REACH WHERE OBSTRUCTION

IS GREATER THAN 10" AND LESS

THAN 24".

OBSTRUCTION

(e.g. COUNTERTOP)

REACH LIMIT (e.g. WALL)

PLAN VIEW - FRONT APPROACH

CLEAR FLOOR

SPACE PER DETAIL

MAX

20".

OBSTRUCTION

(WHERE OCCURS)

REACH LIMIT

OBSTRUCTION

REACH LIMIT

OBSTRUCTION

(e.g. CASEWORK)

REACH LIMIT

(e.g. WALL)

PLAN VIEW - PARALLEL APPROACH

CLEAR

FLOOR

SPACE

OBSTRUCTION

(WHERE

OCCURS)

REACH LIMIT

OBSTRUCTION

REACH LIMIT

EXTEND CLEAR FLOOR SPACE BENEATH

OBSTRUCTION FOR A DISTANCE NOT

LESS THAN THE REQUIRED REACH DEPTH

OVER THE OBSTRUCTION.

A830

CLEAR FLOOR

SPACE REQUIRED

PER DETAIL:

OPERABLE PARTS SHALL BE PLACED

WITHIN ONE OR MORE OF THE REACH

RANGES SPECIFIED PER DETAIL:

OPERABLE PARTS SHALL BE OPERABLE WITH ONE

HAND AND SHALL NOT REQUIRE TIGHT GRASPING,

PINCHING, OR TWISTING OF THE WRIST.

THE FORCE REQUIRED TO ACTIVATE OPERABLE

PARTS SHALL BE 5 POUNDS MAXIMUM.

A830

A830

60" MIN

6" MIN

M

IN9

"TOE SPACE

TOILET

PARTITION

WHERE

OCCURS

12" MIN 24" MIN

M

IN

39" - 41"

7"-9"

M

IN

M

IN

60" MIN

M A

X

6" MAX

16" - 18"

1'-6"

M

IN

36" MIN

.5

M

IN

PLAN VIEW FRONT VIEW SIDE VIEW

FIXTURE PER

MECHANICAL

CLEAR

FLOOR

SPACE

GRAB BARS

AMBUL-

17" - 19"

ATORY

M

IN

M A

X

M

IN

M

IN

T O

C O

N T

R O

L S

M A

X

MIN

8"

MAX

6"

M

IN9

17" MIN

M

IN

INSULATED HOT

WATER & DRAIN

PIPES WITH

ACCESS AS

REQUIRED.

THE DIP OF THE

OVERFLOW

SHALL NOT BE

CONSIDERED IN

DETERMINING

KNEE AND TOE

CLEARANCES

SIDE VIEWPLAN VIEW

EQ EQ

PROVIDE A CLEAR FLOOR SPACE

POSITIONED FOR A FORWARD

APPROACH PER DETAIL:

PROVIDE KNEE AND TOE

CLEARANCES PER DETAIL:

A830

A830

17" - 19"

M

IN

M A

X

M

IN

M

IN

35"-37"

GRAB BARS

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:2 :0

P M

C U s e rs tl m D o c u m e n ts

A R C H

C E N T R A L te h y a S J K .r v t

TLM

JAC A830

INTERIOR DETAILS -

ACCESSIBILITY

JB

20 JUL 2026

NOT TO SCALEA830

INTERIOR DETAIL - ACCESSIBILITY - ABA

2004 SECT 302 - FLOOR SURFACES

NOT TO SCALEA830

INTERIOR DETAIL - ACCESSIBILITY - ABA

2004 SECT 303 - CHANGES IN LEVEL

NOT TO SCALEA830

INTERIOR DETAIL - ACCESSIBILITY - ABA

2004 SECT 304 - TURNING SPACE

NOT TO SCALEA830

4 INTERIOR DETAIL - ACCESSIBILITY - ABA 2004 SECT 305 - CLEAR FLOOR SPACE

NOT TO SCALEA830

5 INTERIOR DETAIL - ACCESSIBILITY - ABA 2004 SECT 306 - KNEE AND TOE CLEARANCES

NOT TO SCALEA830

6 INTERIOR DETAIL - ACCESSIBILITY - ABA 2004 SECT 307 - PROTRUDING OBJECTS

NOT TO SCALEA830

7 INTERIOR DETAIL - ACCESSIBILITY - ABA 2004 SECT 308 - REACH RANGES

NOT TO SCALEA830

INTERIOR DETAIL - ACCESSIBILITY - ABA

2004 SECT 309 - OPERABLE PARTS

1/2" = 1'-0"A830

9 INTERIOR DETAIL - ACCESSIBILITY - ABA 2004 SECT 604 - WATER CLOSET

1/2" = 1'-0"A830

INTERIOR DETAIL - ACCESSIBILITY - ABA

2004 SECT 606 - LAVATORY

0'

GRAPHICS SCALE: 1/2" = 1'-0"

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

GRAPHICS SCALE: 1/2" = 1'-0"

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

1/2" = 1'-0"A830

INTERIOR DETAIL - ACCESSIBILITY - ABA

2004 SECTION 604 - AMBULATORY

ACCESSIBLE TOILET COMPARTMENT

0'

GRAPHICS SCALE: 1/2" = 1'-0"

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

A K

AF AL

T S

T A

E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S

I G N

A L

A S

K A

R E

G

IS

T

ER

ED

PROFESSIONAL

ARC

H

IT

E C

GENERAL STRUCTURAL NOTES

F. STEEL DECK

1. STEEL DECK INSTALLATION SHALL COMPLY WITH ALL MANUFACTURER'S REQUIREMENTS AND THE STEEL

DECK INSTITUTE'S SPECIFICATIONS FOR FABRICATION AND ERECTION.

2. WELDING OF STEEL DECK IS TO BE DONE BY CERTIFIED WELDERS EXPERIENCED IN WELDING LIGHT GAUGE

STEEL DECK.

3. BUILDING SYSTEMS & EQUIPMENT HUNG FROM STEEL DECK SHALL BE LIMITED TO SUSPENDED ACOUSTICAL

CEILINGS AND LIGHTWEIGHT DUCT WORK UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL

ENGINEER.

G. GENERAL

1. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS TO MATCH NEW CONSTRUCTION TO

EXISTING CONSTRUCTION.

2. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE

INCLUDE INSPECTION OF THESE ITEMS.)

3. STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DISCIPLINES INTO THEIR SHOP DRAWINGS AND WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING.

5. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOADS SHALL NOT EXCEED THE LISTED DESIGN SNOW LOAD OF THE ROOF OR THE LIVE LOAD OF ELEVATED FLOORS.

6. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL WITH THE APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO

CONSTRUCTION.

7. DO NOT USE SCALED DIMENSIONS TAKEN FROM STRUCTURAL DRAWINGS. CONTACT CONTRACTING OFFICER

IF DIMENSIONAL INFORMATION IS MISSING.

8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA.B. CONCRETE

1. GENERAL:

A. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI.

B. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS.

C. ALL PERMANENTLY EXPOSED CONCRETE EDGES TO BE CHAMFERED 3/4", UNO.

D. PROVIDE SLEEVES FOR ALL UTILITY OPENINGS.

E. DIMENSIONS SHOWN ON DRAWING SHALL SUPERSEDE THOSE SHOWN ON GENERAL NOTES.

2. REINFORCING:

A. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60, UNLESS OTHERWISE NOTED, EXCEPT #3 BARS

WHICH MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

B. DETAIL REINFORCING BARS IN ACCORDANCE WITH THE ACI DETAILING MANUAL AND THE ACI BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION.

C. HORIZONTAL FOUNDATION AND WALL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND

INTERSECTIONS; PROVIDE CORNER BARS.

D. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE DRAWINGS.

PROVIDE SUFFICIENT TIE BARS TO SUPPORT ALL REINFORCING.

E. DO NOT CUT ANY REINFORCEMENT AT OPENINGS.

F. UNLESS A REINFORCING SPLICE, CLEAR DISTANCE BETWEEN REINFORCING SHALL NOT BE LESS THAN 1.5 BAR

DIAMETERS NOR LESS THAN 1 1/2''.

G. MINIMUM LAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BE AS FOLLOWS:

a. SPLICES WITH 12” OR MORE OF FRESH CONCRETE PLACED BENEATH: 80 BAR DIAMETERS

b. ALL OTHER SPLICES: 62 BAR DIAMETERS

H. PROVIDE REINFORCEMENT COVER AS FOLLOWS (ACI 7.7), UNLESS NOTED OTHERWISE ON DRAWINGS:

a. CONCRETE POURED AGAINST EARTH ..................... 3" ±3/8"

b. CONCRETE NOT POURED AGAINST EARTH: ........... 1 1/2" ±3/8"

c. CONCRETE SLABS ON GRADE .................................. PLACE REINFORCING AT SLAB MID-DEPTH

C. STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS AND CHANNELS SHALL BE A992 (Fy = 50 KSI).

2. SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE C (Fy = 50 KSI).

3. ANGLES, PLATES, AND BARS SHALL BE ASTM A572 (Fy = 50 KSI).

4. ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC

STEEL CONSTRUCTION MANUAL.

5. BOLTED CONNECTIONS SHALL BE ACCOMPLISHED WITH HIGH-STRENGTH BOLTS CONFORMING TO ASTM A325 IN

STANDARD HOLES UNLESS NOTED OTHERWISE.

6. ALL BOLTED CONNECTIONS SHALL BE PRE-TENSIONED UNLESS NOTED OTHERWISE.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES WITH

REGARD TO TEMPERATURE DIFFERENTIALS.

8. WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES. WELDING SHALL BE DONE BY QUALIFIED WELDERS AND

SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE-STEEL, LATEST EDITION. ALL WELDS ARE INTENDED TO

BE CONTINUOUS UNLESS NOTED OTHERWISE.

9. FIELD WELDS NOTED THROUGHOUT THE CONTRACT DOCUMENTS ARE ACCEPTABLE LOCATIONS FOR FIELD WELDING AT

THE CONTRACTOR'S OPTION. FIELD WELDS MAY BE PERFORMED IN THE SHOP.

A. DESIGN CRITERIA

ALL NEW WORK SHOWN HAS BEEN DESIGNED TO FOLLOWING:

1. BUILDING CODE........................................................................................ 2024 IBC (INTERNATIONAL BUILDING CODE)

2024 IEBC (INTERNATIONAL EXISTING BUILDING CODE)

RISK CATEGORY...................................................................................... II

2. DEAD LOADS

ROOF VEGETATED AREA*......................................................... 80.5 PSF

*NOTE: SUPERIMPOSED DEAD LOAD LISTED, STRUCTURE SELF-WEIGHT & METAL DECK NOT INCLUDED.

3. SNOW LOADS

NEW AND REPLACED ELEMENTS:

GROUND SNOW LOAD Pg-LRFD..................................... 258 PSF GROUND SNOW LOAD Pg-ASD...................................... 181 PSF FLAT ROOF SNOW LOAD Pf-LRFD................................. 258 PSF FLAT ROOF SNOW LOAD Pf-ASD................................... 181 PSF SNOW EXPOSURE FACTOR Ce................................... N/A SNOW LOAD IMPORTANCE FACTOR Is...................... N/A THERMAL FACTOR Ct................................................... N/A

WINTER WIND PARAMETER W2.................................. N/A

EXISTING ELEMENTS (VISITOR CENTER & UTILITY BUILDING)

GROUND SNOW LOAD Pf-ASD ..................................... 140 PSF (PER 2005 AS-BUILTS)

4. LIVE LOADS (PER 2005 AS-BUILTS)

MECHANICAL ROOMS............................................................... 125 PSF ALL OTHER AREAS.................................................................... 100 PSF

5. RAIN LOADS

RAIN LOAD INTENSITY i............................................................ 2.64 IN/HR

6. WIND LOADS

ULTIMATE DESIGN WIND SPEED VULT..................................... 110 MPH

NOMINAL DESIGN WIND SPEED VASD...................................... 85 MPH

EXPOSURE.................................................................................. C INTERNAL PRESSURE COEFFICIENT GCpi.............................. 0.18

7. EQUIPMENT SEISMIC LOADS

IMPORTANCE FACTOR Ie............................................................ 1.0

SEISMIC DESIGN CATEGORY.................................................... D

SITE CLASS.................................................................................. C BASIC SEISMIC FORCE RESISTING SYSTEM........................... ORDINARY STEEL MOMENT FRAMES

RESPONSE MODIFICATION FACTOR R.................................... 3.5

OVER STRENGTH FACTOR FOR THE BUILDING Ω0 ............... 3.0

SS................................................................................................... 1.59 S1................................................................................................... 0.67 SDS................................................................................................. 1.11 SD1................................................................................................. 0.61

E. POST-INSTALLED ANCHORS

POST-INSTALLED ANCHORS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

CONCRETE

ADHESIVE ANCHORS:

• INTERIOR: HILTI HIT-RE 500 V3 OR RED HEAD C6+, ASTM F1554 GRADE

36 THREADED ROD

• EXTERIOR: HILTI HIT-RE 500 V3 OR RED HEAD C6+, 304 OR 316

STAINLESS THREADED ROD

SCREW ANCHORS

• INTERIOR: HILTI KH-EZ OR SIMPSON TITEN HD

• EXTERIOR: SIMPSON TITEN HD, 316 STAINLESS

1. INSTALL POST-INSTALLED ANCHORS ONLY AS INDICATED ON THE DRAWINGS.

2. THE CONTRACTOR MAY NOT USE SUBSTITUTES FOR THE POST-INSTALLED ANCHORS.

3. SEE DRAWINGS FOR ANCHOR TYPE, SIZE, AND EMBEDMENT DEPTHS. INSTALL ANCHORS AS OUTLINED IN

MANUFACTURER'S SPECIFICATIONS AND ICC REPORTS. UTILIZE PROPER DRILL TYPE, BIT SIZE, AND HOLE

CLEANING, DRIVING OR TIGHTENING TECHNIQUES, UNLESS NOTED OTHERWISE.

D. COLD FORMED METAL FRAMING

1. MATERIAL USED TO MANUFACTURE COLD FORMED METAL FRAMING SHALL MEET THE MINIMUM REQUIREMENTS LISTED

BELOW:

A. 43 MIL (18 GAUGE) AND LIGHTER: ASTM C955, GRADE 33 (Fy = 33 KSI) B. 54 MIL (16 GAUGE) AND HEAVIER: ASTM C955, GRADE 50 (Fy = 50 KSI)

2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," LATEST EDITION W/

SUPPLEMENTS

3. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO TRACKS, CLIPS, WEB STIFFENERS, BRIDGING, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBER.

4. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS. SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. SCREW

FASTENERS TO TREATED WOOD SHALL BE STAINLESS STEEL.

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

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REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

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PSB S001

STRUCTURAL GENERAL NOTES

TAA

20 JUL 2026

+16 -24 +16 -43 +16 -56 +16 -76 +24 -26 +24 -32

POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG

ZONE 1' ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5

COMPONENTS AND CLADDING ULTIMATE DESIGN PRESSURE IN PSF FOR EFFECTIVE AREA OF 0-10 SF ARE LISTED

(SEE FIG 30.4-1 THROUGH 30.4-7, ASCE 7-22)

LOWER PRESSURES USING LARGER EFFECTIVE AREAS AS DEFINED BY ASCE 7-22 ARE PERMITTED

LISTED PRESSURES CAN BE CONVERTED TO ASD LOADS BY APPLYING A LOAD FACTOR OF 0.6

WIND LOADING ZONE PRESSURES

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165633

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DATE:

DESIGNED: SUB SHEET NO.

SHEET

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OF

TITLE OF SHEET

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REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

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PSB S002

SPECIAL INSPECTIONS

TAA

20 JUL 2026

CONTINUOUS PERIODIC

IBC CODE

REFERENCE

CODE OR STANDARD

REFERENCE

FREQUENCYSYSTEM OR MATERIAL

INSPECTION

REMARKS

PERIODIC: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING

PERFORMED.

CONTINUOUS: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED.

THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTIONS 1704-1707.

SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING THAT ARE NOT PART OF SPECIAL INSPECTIONS.

SPECIAL INSPECTIONS

WPS FOLLOWED PLAN FOR

ENVIRONMENTAL CONDITIONS

AISC 360-16: TABLE N5.4-2 X

WIND SPEED WITHIN LIMITS, PRECIPITATION

AND TEMPERATURE

NO WELDING OVER CRACKED TACK

WELDS

AISC 360-16: TABLE N5.4-2 X

CONTROL AND HANDLING OF

WELDING CONSUMABLES

AISC 360-16: TABLE N5.4-2 X

ITEMS INCLUDE: PACKAGING AND EXPOSURE

CONTROL

FASTENERS ARE PRETENSIONED IN

ACCORDANCE WITH THE RCSC

SPECIFICATION, PROGRESSING

SYSTEMATICALLY FROM THE MOST

RIGID POINT TOWARD THE FREE

EDGES

AISC 360-16: TABLE N5.6-2 X

JOINT BROUGHT TO SNUG-TIGHT

CONDITION PRIOR TO THE

PRETENSIONING OPERATION

1705.2.1

RCSC SPECIFICATION FOR

STRUCTURAL JOINTS

BOLTS SECTION 9

AISC 306-16: TABLE N5.6-2

AISC 360: SECT. N5.6a

X

ALL CONNECTIONS INSPECTED AND VERIFIED

SNUG

DURING BOLTING/WELDING

FIT-UP OF FILLET AND GROOVE

WELDS

AISC 360-16: TABLE N5.4-1 X

JOINT PREPARATIONS, DIMENSIONS,

CLEANLINESS, TACKING, BACKING TYPE AND

FIT

MATERIAL IDENTIFICATION AISC 360-16: TABLE N5.4-1 X TYPE/GRADE

MANUFACTURER CERTIFICATIONS

FOR WELDING CONSUMABLES

AVAILABLE

AISC 360-16: TABLE N5.4-1 X

WPS AVAILABLE AISC 360-16: TABLE N5.4-1 X

WELDER QUALIFICATION RECORDS

AND CONTINUITY RECORDS

AISC 360-16: TABLE N5.4-1 X

CORRECT BOLTING PROCEDURE

AND FASTENERS SELECTED FOR

JOINT DETAIL

AISC 360-16: TABLE N5.6-1 X

GRADE, TYPE, BOLT LENGTH, IF THREADS

ARE TO BE EXCLUDED FROM SHEAR PLANE

FASTENERS MARKED IN

ACCORDANCE WITH ASTM

REQUIREMENTS

AISC 306-16: TABLE N5.6-1

RCSC SPECIFICATION FOR

STRUCTURAL JOINTS

FIGURE C-2.1

X

MANUFACTURER'S CERTIFICATIONS

AVAILABLE FOR FASTENER

MATERIALS

1705.2.1

AISC 360-16: TABLE N5.6-1 X

PRIOR TO BOLTING/WELDING

FABRICATORS

1704.2.5

1704.2.5.1

AISC 360-16: N6 X

SPECIAL INSPECTION IS REQUIRED FOR

STRUCTURAL LOAD-BEARING MEMBERS AND

ASSEMBLIES FABRICATED ON THE PREMISES

OF A FABRICATOR'S SHOP

NOTE: SPECIAL INSPECTION IS NOT

REQUIRED WHERE THE WORK IS DONE ON

THE PREMISES OF A FABRICATOR

REGISTERED AND APPROVED TO PERFORM

SUCH WORK WITHOUT SPECIAL INSPECTION

FABRICATORS

DIVISION #05 - STRUCTURAL STEEL

INSTALLATION OF ROOF DECKING 1705.1.1 ICC EVALUATION REPORT X

SPECIAL INSPECTIONS APPLY TO DECKING

TYPE, DEPTH AND GAUGE, POWER

ACTUATED FASTENERS, SCREWS,

PROPRIETARY SIDE SEAM ATTACHMENTS,

BUTTON PUNCHES, AND SHEAR

CONNECTORS

METAL DECK AND DIAPHRAGM

DIVISION #05 - OTHER METALS

HIGH STRENGTH BOLTING:

PRETENSIONED AND SLIP-CRITICAL

JOINT HIGH-STRENGTH BOLT

INSTALLATION USING

TURN-OF-THE-NUT METHOD WITH

MATCH MARKING, TWIST-OFF BOLT,

OR DIRECT TENSION INDICATOR

METHOD

1705.2.1

RCSC SPECIFICATION FOR

STRUCTURAL JOINTS

USING ASTM A325 OR A490

BOLTS SECTION 9

AISC 360, SECTION M2.5,

N5.6b, TABLE N5.6-2

X

ALL CONNECTIONS INSPECTED AFTER

SNUGGING AND AGAIN AFTER

PRETENSIONING

NO PROHIBITED WELDS HAVE BEEN

ADDED WITHOUT THE APPROVAL OF

THE EOR

AISC 360-16: TABLE N5.4-3 X

REPAIR ACTIVITIES AISC 360-16: TABLE N5.4-3 X

BACKING REMOVED AND WELD TABS

REMOVED

AISC 360-16: TABLE N5.4-3 X REMOVE TABS IF REQUIRED

ARC STRIKES AISC 360-16: TABLE N5.4-3 X

WELDS MEET VISUAL ACCEPTANCE

CRITERIA

AISC 360-16: N5.4, TABLE

N5.4-3

X

SIZE, LENGTH, AND LOCATION OF

WELDS

AISC 360-16: TABLE N5.4-3 X

WELDS CLEANED AISC 360-16: TABLE N5.4-3 X

DOCUMENT ACCEPTANCE OR

REJECTION OF BOLTED

CONNECTIONS OR WELDED JOINT

OR MEMBER

1705.2.1

AISC 360-16: TABLE N5.6-3,

TABLE N5.4-3

X

AFTER BOLTING/WELDING

DIVISION #05 - STRUCTURAL STEEL, CONTINUED

CONTINUOUS PERIODIC

IBC CODE

REFERENCE

CODE OR STANDARD

REFERENCE

FREQUENCYSYSTEM OR MATERIAL

INSPECTION

REMARKS

SPECIAL INSPECTIONS, CONTINUED

A NOMINAL CLEARANCE OF NOT

LESS THAN 3" HAS BEEN PROVIDED

BETWEEN FIRE PROTECTION

SPRINKLER SYSTEM DROPS &

SPRIGS AND: STRUCTURAL

MEMBERS NOT USED TO SUPPORT

THE SPRINKLERS, EQUIPMENT

ATTACHED TO THE BUILDING

STRUCTURE, AND OTHER SYSTEMS'

PIPING

1705.13.6.6 X

CLEARANCES LESS THAN 3" MAY BE SHOWN

ACCEPTABLE IF THE CONTRACTOR'S

ENGINEER CAN SHOW THAT THE PROVISIONS

OF ASCE 7 SECTION 13.2.4 ARE MET.

EXCEPTION: SPRINKLERS INSTALLED USING

FLEXIBLE SPRINKLER HOSE NEED NOT MEET

THE INSTALLED CLEARANCE REQUIREMENT

OF THIS SECTION

AUTOMATIC FIRE SPRINKLER SYSTEMS

NON-STRUCTURAL SPECIAL INSPECTIONS

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XA

XB

XC

XD

XE X1

X2

X3

X4

S110

S110

TYP (3)

SIDES

S110

W 10x22

W 10x22

C

X30

C

X30

C

X30 C X

. 8

C 10X30

Pip e4

STD

W x1

S110 3

S110

SIM

SIM

W x

W x

W x

W x

W x

W x

W x

W21x44

W 8x15

W 8x15

C10X30 C10X30 C10X30 C10X30 C10X30 C10X30 C10X30

S110

S110

S110

S110

OPP

S110

OPP

(E) SKYLIGHT ENCLOSURE TO BE REMOVED DOWN TO METAL DECK

MAINTAIN (E) FRAMING BELOW DECK

TYP (16) LOCATIONS

HSS4X4X1/4

HSS5X5X1/4

HSS5X5X1/4

W8X31, TYP

W8X31, TYP

HSS4X4X1/4

HSS4X4X1/4

S111

48' - 0"

/4

11' - 10"

S110

C10X30

DEMOLITION LEGEND

MEMBER/ITEM TO BE DEMOLISHED

EXISTING TO REMAIN

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

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NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

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PSB S100

ROOF DEMOLITION PLAN

TBT

20 JUL 2026

1/8" = 1'-0"S100

1 DEMOLITION PLAN

GENERAL NOTES

1. CONTRACTOR MAY USE (E) STRUCTURAL STEEL FRAMING FOR NEW WORK.

0'

GRAPHICS SCALE: 1/8" = 1'-0"

4' - 0" 8' - 0" 16' - 0"

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UPPER ROOF

3742'-9"

BOD

VARIES

SAWCUT PRECAST CONCRETE WALL

AND STEEL COLUMNS TO (E) BOTTOM

OF DECK ELEVATION AND MATCH

EXISTING 1/4"/FT ROOF SLOPE

S110

DEMO PENTHOUSE METAL DECK

DEMO HSS COLUMNS TO LOWER

ROOF T.O.S., (4) 3/4" BOLTS AT

BASE PLATE TOP AND BOTTOM

(TYP)

DEMO PENTHOUSE STEEL

ABOVE ADJACENT

LOWER ROOF T.O.S.

REMOVE PIPE WELDED TO

UNDERSIDE OF BEAMS

NOTE:

CONTRACTOR TO DESIGN & CONSTRUCT TEMPORARY SHORING OF

(E) CONCRETE RETAINING WALL PRIOR TO DEMOLITION & REMOVE

ONLY AFTER NEW ROOF STRUCTURE & DECKING IS COMPLETE.

DEMO TO MATCH TOP OF

ADJACENT CHANNEL SAWCUT PRECAST

CONCRETE WALL AND STEEL

COLUMNS TO MATCH

EXISTING 1/4"/FT ROOF SLOPE

UPPER ROOF

3742'-9"

UPPER ROOF

3742'-9"

REMOVE CFS SHEAR WALL

CUT LEG OF ANGLE OFF TO BE

FLUSH WITH OTHER LEG OR

REMOVE COMPLETELY

DEMO HSS TO LOWER ROOF TOS

DEMO CFS WALL TO TOP OF METAL DECK

PATCH HOLE IN

METAL DECK

NOTE:

SEE ARCH PLANS FOR WALL LOCATIONS

DEMO 1"⌀ ROD BRACING AND

GUSSET PLATES FLUSH TO

LOWER ROOF T.O.S

DEMO PENTHOUSE STEEL ABOVE

ADJACENT LOWER ROOF T.O.S.

UPPER ROOF

3742'-9"

BOD

VARIES

DEMO PENTHOUSE METAL DECK

SAWCUT PRECAST CONCRETE WALL

AND STEEL COLUMNS TO (E) BOTTOM

OF DECK ELEVATION AND MATCH

EXISTING 1/4"/FT ROOF SLOPE

S110

NOTE:

CONTRACTOR TO DESIGN & CONSTRUCT TEMPORARY SHORING OF

(E) CONCRETE RETAINING WALL PRIOR TO DEMOLITION & REMOVE

ONLY AFTER NEW ROOF STRUCTURE & DECKING IS COMPLETE.

S110

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

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332037A

332037C7

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PSB S110

DEMOLITION DETAILS

TBT

20 JUL 2026

3/4" = 1'-0"S110

1 MECHANICAL PENTHOUSE - DEMO SECTION

1" = 1'-0"S110

2 DEMO PCC PANEL WALL - ROOF STEP DETAIL

1" = 1'-0"S110

3 DEMO PENTHOUSE CFS SHEAR WALL

1" = 1'-0"S110

6 DEMO ROOF MOUNTED CFS WALL AND HSS

3/4" = 1'-0"S110

5 DEMO BRACING AT WEST PENTHOUSE

3/4" = 1'-0"S110

4 WEST PENTHOUSE - DEMO SECTION

0'

GRAPHICS SCALE: 3/4" = 1'-0"

0' - 6" 1' - 0" 2' - 0"

0'

GRAPHICS SCALE: 1" = 1'-0"

0' - 6" 1' - 0" 2' - 0"

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G

IN

E E

DEMOLISH CMU WALLS, CFS

FRAMING, AND HSS SUPPORTS,

EXTENT PER ARCH

DEMOLISH (E) CONCRETE STAIR &

STRUCTURAL STEEL STRINGERS

(BEYOND)

STAIR DEMOLITION BEYOND

BUILDING FOOTPRINT PER

LANDSCAPE

DEMOLISH (E) ICF WALL, EXTENT PER PLAN

SAW CUT WALL TO 14" ABOVE (E) GRADE

DEMOLISH (E) STONE WALL ATOP ICF WALL, SEE

CIVIL DRAWINGS FOR SALVAGE NOTES

DEMOLISH (E) ICF WALL TO ADJACENT GRADE

DETACH STRINGER

FROM GIRDER

SAWCUT CONCRETE

ANCHORS AS REQUIRED TO

REMOVE STAIR ASSEMBLY

DEMOLISH COMPLETE

UPPER STAIR ASSEMBLY

T.O. ICF WALL

3734' - 2"

(E) ICF WALL TO REMAIN

(E) ROOF DECK TO REMAIN

DEMO EXTERIOR STAIRS PER LANDSCAPE

1ST FLOOR

3728' - 0"

DEMO (E) ICF WALL TO 1'-6" ABOVE

FINISHED FLOOR TO MATCH ADJACENT (E)

PIER FOUNDATION

M N

S111

STAIR DEMOLITION BEYOND

BUILDING FOOTPRINT PER ARCH

REUSE (E) HSS POST FOR

INFILL WHERE POSSIBLE

3' - 6"

(VIF)

13' - 3"

DEMO (E) ICF WALL SEE ISO FOR EXTENTS

DEMOLISH (E) MANSARD ROOF

AS REQUIRED FOR DEMO (E)

MASONRY VENEER

165633

TECH. REVIEW:

DATE:

DESIGNED: SUB SHEET NO.

SHEET

DRAWING NO.

OF

TITLE OF SHEET

PMIS

NO.

REHABILITATION OF THE EIELSON VISITOR CENTER

DENALI NATIONAL PARK AND PRESERVE

A/E FIRM:

PRIME:

DESIGN ALASKA,

601 COLLEGE RD,

FAIRBANKS,

AK 99701

907.452.1241

AECC511

R E V

IT

227793A

332037A

332037C7

:0 :1

P M

C R e v it

B a c k u p s S T R U N P S A L L te s s a Y T S T Z .r v t

TAA

PSB S111

DEMOLITION DETAILS

PSB

20 JUL 2026

S111

3 STAIR INFILL - DEMOLITION ISOMETRIC

3/4" = 1'-0"S111

2 STAIR DEMOLITION SECTION

1/2" = 1'-0"S111

1 STAIR DEMOLITION PLAN

0'

GRAPHICS SCALE: 3/4" = 1'-0"

0' - 6" 1' - 0" 2' - 0"

0'

GRA…