Attachment_2_GFO_Drawings.pdf

1 View Name 1/8" = 1'-0"A101

Room name

GENERAL SYMBOLS

NAME

NUMBER

SHEET LOCATION

SCALE

TRUE NORTH

GRID LINE

ROOM NAME

ROOM NUMBER

PLAN NORTH

REVISION

SEE DISCIPLINES FOR SPECIFIC SYMBOLS

PROJECT TEAM

GOVERNMENT REPRESENTATIVE

BUREAU OF LAND MANAGEMENT

222 UNIVERSITY AVE.

FAIRBANKS, AK 99701

907 474-2207

DESIGNERS REPRESENTATIVE

DESIGN ALASKA

601 COLLEGE ROAD

FAIRBANKS, AK 99701

907 452-1241

VICINITY MAP

PROJECT LOCATION:

1865 GLENN HWY

GLENN HWY

SA

SH

A D

R

ALASKA MAP

PACIFIC OCEAN

ARCTIC OCEAN

BERING

SEA

KODIAK

ARCTIC CIRCLE

SEWARD

SITKA

JUNEAU

HAINES

WHITEHORSE YT

DAWSON YT

HAINES

JCT

HOMER

ANCHORAGE

EAGLE

CORDOVA

VALDEZ

GLENNALLEN

TOK

NORTH

POLE

FAIRBANKS

NENANA

TANANA CIRCLE

NOME

KOTZEBUE

UTQIAGVIK

(BARROW)

PRUDHOE BAY

U N

IT

ED

S

TA

TE

S

R U

SS

IA U

N

ITED

STATES

C

AN

AD

A

PROJECT

LOCATION

CODE INFORMATION

SCOPE OF WORK

REPAIR HEADQUARTERS OFFICE FACILITIES AND UTILITY

INFRASTRUCTURE DAMAGED THROUGH SPRING FLOODING THAT

OCCURRED IN 2023. INCLUDES RELEVELING HEADQUARTERS OFFICE

FACILITY.

GOVERNING CODES

INTERNATIONAL BUILDING CODE (IBC) 2021

INTERNATIONAL MECHANICAL CODE (IMC) 2021

NATIONAL ELECTRICAL CODE (NEC) 2024

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021

AUTHORITY HAVING JURISDICTION

BUREAU OF LAND MANAGEMENT

CODE SUMMARY

OCCUPANCY TYPE : GROUP B

TYPE OF CONSTRUCTION: TYPE VB

BUILDING AREA: NO CHANGE

OCCUPANT LOAD: NO CHANGE

EGRESS REQUIREMENTS: NO CHANGE

BUILDING SPRINKLED: NO

IEBC WORK AREA REPAIRS

THE RECONSTRUCTION, REPLACEMENT OR RENEWAL OF ANY

EXISTING BUILDING FOR THE PURPOSE OF ITS MAINTENANCE OR TO

CORRECT DAMAGE.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/29/2025 3:48:45 PM

GENERAL

INFORMATION

G010

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

GFO FLOOD DAMAGE REPAIR

GLENNALLEN, ALASKA

BUREAU OF LAND MANAGEMENT

GENERAL

G010 GENERAL INFORMATION

ARCHITECTURAL

A010 ARCHITECTURAL INFORMATION, EXTERIOR ASSEMBLIES, ROOM, AND MATERIAL SCHEDULE

A110 DEMOLITION PLAN - HEADQUARTERS OFFICE BUILDING

A210 RENOVATION PLAN - OVERALL - HEADQUARTERS OFFICE BUILDING

A510 VERTICAL CIRCULATION - DETAILS

STRUCTURAL

S010 GENERAL STRUCTURAL NOTES

S200 FOUNDATION PLAN - HEADQUARTERS OFFICE

MECHANICAL

M001 MECHANICAL ABBREVIATIONS, LEGENDS, AND SCHEDULES

M100 DEMOLITION PLANS AND DIAGRAMS

M200 SITE DOMESTIC WATER SYSTEM DIAGRAMS AND DETAILS

M201 LOG OFFICE MECHANICAL PLAN

M202 HEADQUARTERS OFFICE BUILDING MECHANICAL PLAN

ELECTRICAL

E001 LEGEND, SCHEDULES, AND NOTES

E111 SITE ELECTRICAL - DEMOLITION PLAN

E211 SITE ELECTRICAL - RENOVATION PLAN

E212 WELL HOUSE PLANS

E213 LOG OFFICE PLANS

E311 MDP DETAILS - DEMOLITION

E312 MDP DETAILS - RENOVATION

E313 LIFT STATION CONTROL PANEL DETAILS

E314 LIFT STATION EQUIPMENT H-FRAME DETAIL

E315 HEADQUARTERS OFFICE BUILDING - MISCELLANEOUS DETAILS

CIVIL

C110 EXISTING CONDITIONS

C210 SITE PLAN

C510 WATER PLAN AND PROFILE

C710 DETAILS

SHEET INDEX

T

T

LOG OFFICE

FFE = 1419.60'

ANNEX OFFICE

FFE = 1418.67'

WAREHOUSE

FFE = 1419.12'

MAINT. FFE = 1418.80

GAR. FFE = 1417.036

STORAGE

FFE = 1419.08'

STORAGE

HAZMAT

WELL HOUSE

FFE = 1417.11

BSMT = 1410.61

SEE NOTE 4 FOR WELL HOUSE WORK

GAS SHED

SHED

ABOVE GROUND

HEATING OIL TANK

ON BALLAST PAD

ANTENNA

LIFT STATION

141214

14271420

IN SERVICE,

UNDERGROUND

WATERLINE

HEADQUARTERS

OFFICE

BUILDING

FFE = 1420.66'

CONTRACTOR

STAGING AND

LAYDOWN AREA

REMOVE TEMPORARY, ABOVE

GROUND WATER SERVICE LINE

ABANDONED OR OUT OF

SERVICE UNDERGROUND

WATER LINES

FF=1418.57'

CACHE

9/29/2025 11:40 AM 902301 C110.DWG

902301

30 SEP 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

GFO FLOOD

DAMAGE REPAIR

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

C110

CCD

CCD

EXISTING

CONDITIONS

EXISTING CONDITIONS AND DEMOLITION PLAN1

C110 SCALE: 1" = 20'

LEGEND

PRIMARY MONUMENT

REBAR W/ ALUMINUM CAP

SURVEY SPIKE

BORE HOLE

PROPERTY LINE

EASEMENT

EXISTING CONTOURS

ROOF OVERHANG

EDGE OF ASPHALT PAVEMENT

GRAVEL

CHAIN-LINK FENCE

SIGN

CULVERT

SWALE

DIRECTION OF WATER FLOW

WATER VALVE

HYDRANT

UNDERGROUND WATER LINE

ABOVE GROUND FUEL LINE

UNDERGROUND FUEL LINE

SEWER CLEANOUT

UNDERGROUND SEWER LINE

UNDERGROUND FORCE MAIN

UTILITY POLE

GUY ANCHOR

TRANSFORMER

JUNCTION BOX

HEAD BOLT OUTLET

LIGHT POLE

TELEPHONE PEDESTAL

ELECTRICAL MANHOLE

COMMUNICATIONS MANHOLE

OVERHEAD POWER LINE

UNDERGROUND POWER LINE

UNDERGROUND COMMUNICATION LINE

TREE LINE

DECIDUOUS TREE

CONIFEROUS TREE

NOTES:

1. TOPOGRAPHIC INFORMATION DEPICTED HERE IS PER A SITE

SURVEY PERFORMED IN 2023

2. EXISTING UNDERGROUND UTILITIES DEPICTED HERE ARE BASED

UPON FIELD LOCATES OF PRIVATE UTILITIES ON THE PROJECT

SITE.

3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING

ALL EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT

AREA THROUGHOUT THE PROJECT.

4. DEMOLISH EXISTING WOOD SUBFLOOR, AND FLOOR STRUCTURE

WITHIN WELL HOUSE. PROTECT THE EXISTING WELL CASING.

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

A

Charles Cutter Degerlund

No. CE124811

30 SEP 2025

T

LOG OFFICE

ANNEX OFFICE

HEADQUARTERS OFFICE BUILDING

WAREHOUSE

MAINT./GAR.

STORAGE

STORAGE

HAZMAT

GAS SHED

SHED

ANTENNA

LIFT STATION

SEE NOTE 3

141214

14271420

NEW WATER SERVICE

COMBINED SUPPLY AND

RETURN LINES

CONNECT TO (E)

WELL HOUSE

SEE NOTE 3

C710

CACHE

C710

9/29/2025 3:27 PM 902301 C210.DWG

902301

30 SEP 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

GFO FLOOD

DAMAGE REPAIR

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

C210

CCD

CCD

SITE PLAN

SITE PLAN1

C210 SCALE: 1" = 20'

NOTES:

1. EXISTING UTILITIES ARE SHOWN AS FADED LINE TYPES

2. INDEPENDENT WATER SERVICE LINES AND SHARED WATER

CIRCULATION LINES WITHIN THE SAME INSULATED CARRIER PIPE

ARE SHOWN HERE DIAGRAMMATICALLY AS A SINGLE LINE.

3. NEW WORK WITHIN THE WELL HOUSE WILL CONSIST OF REMOVAL

OF THE EXISTING FLOOR AND FLOOR STRUCTURE, BACK FILL OF

THE EXISTING CONFINED SPACE BELOW THE FLOOR STRUCTURE,

AND PLACEMENT OF CONCRETE FLOOR SLAB.

4. REMOVE AND REINSTALL OR TEMPORARILY SUPPORT

MECHANICAL EQUIPMENT WITHIN THE WELL HOUSE THAT IS

SUPPORTED BY THE EXISTING FLOOR.

5. EQUIPMENT TO REMAIN THAT IS PRESENTLY WITHIN THE

CONFINED SPACE OF THE WELL HOUSE SHALL BE REMOVED AND

RELOCATED TO A LOCATION ABOVE THE NEW FINISHED FLOOR.

6. ADJUST FINISH GRADE AT STAIRS AND RAMPS AS NEEDED TO

PROVIDE LEVEL LANDINGS AFTER BUILDING RE LEVELING.

LONGITUDINAL SLOPE, IN THE DIRECTION OF TRAVEL SHALL NOT

EXCEED 5%. TRANSVERSE SLOPE PERPENDICULAR TO THE

DIRECTION OF TRAVEL SHALL NOT EXCEED 2%.

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

A

Charles Cutter Degerlund

LOG OFFICE

ANNEX OFFICE

HEADQUARTERS OFFICE

BUILDING

WATER SERVICE

LATERALS AND

SHARED RETURN LINE

WITHIN A SINGLE

CARRIER PIPE

EXISTING

UNDERGROUND

WATERLINES

BP: 0+00.00

PI: 1+54.70

E P

: 1 +6

9.

1+70

0+00

0+50

1+00

1+50

C710

CONNECT TO BUILDING

PLUMBING PER

MECHANICAL

-0+15 0+00 0+50 1+00 1+50 2+00 2+50

WATERLINE,

DEPTH

UNKNOWN

ACTIVE

SEWER,

DEPTH

UNKNOWN

2" HDPE ARCTIC PIPE

EXISTING GRADE

EXISTING

ELECTRICAL

LINE

EXISTING

COMM

LINE

EXISTING

COMM

LINE

EXISTING

COMM

LINE EXISTING

ELECTRICAL

LINE

EXISTING

ELECTRICAL

LINE

EXISTING

COMM

LINE

EXISTING

ELECTRICAL

LINE

WELL HOUSE

S

TA

. 0 +0

0.

FA

C

E O

F W

E

LL

H O

U S

E

DIVERSION POINT

OF LOG OFFICE

WATERLINE

CONNECT TO

EXISTING WATER

SUPPLY, PER

MECHANICAL

CONNECT TO EXISTING

BUILDING WATER

SERVICE. SEE

MECHANICAL.

SUSPEND FROM SUB-FLOOR

STRUCTURE PER MECHANICAL

EXTEND WATERLINE BENEATH

EXISTING FOUNDATION FOOTER

9/29/2025 3:27 PM 902301 C510 - WATERLINE PLAN AND PROFILE.DWG

902301

30 SEP 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

GFO FLOOD

DAMAGE REPAIR

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

C510

CCD

CCD

WATER PLAN AND

PROFILE

WATER LINE PROFILE2

C510 SCALE: HORZ. 1"=20' VERT. 1" = 2'

WATER LINE PLAN1

C510 SCALE: 1" = 20'

LOG OFFICE

1. WATER SERVICE PIPES SHALL HAVE

A LEVEL OR POSITIVE GRADE FROM

THE WATER MAIN TO THE BUILDING

(NO HUMPS OR DIPS) TO PREVENT

AIR TRAPS.

GENERAL NOTES:

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

A

Charles Cutter Degerlund

9/29/2025 12:05 PM 902301 C710.DWG

902301

30 SEP 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

GFO FLOOD

DAMAGE REPAIR

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

C710

CBP

CCD

DETAILS

ARCTIC PIPE SECTIONS1

C710 NO SCALE

4" HDPE ARCTIC PIPE

INSULATION

HDPE OUTER PIPE

DCW SUPPLY

SECTION A-A

DCW RETURN

HEAT TRACE CHANNEL

ELEC HEATING CABLE

PER ELECTRICAL

WELL HOUSE SUB FLOOR SECTION2

C710 NO SCALE

4"

CONCRETE

SLAB

STRUCTURAL FILL OR

FLOWABLE FILL

PROTECT EXISTING INTERIOR

WALL, PLYWOOD TO REMAIN.

(E) EXTERIOR LOGS (TYP.)

6x6 W2.1xW2.1 WWF

PROTECT WELL CASING DURING

BACK FILL AND FLOOR SLAB CONSTRUCTION

(E) WELL HOUSE FOUNDATION

SEE MECHANICAL SHEETS

FOR PLUMBING CHANGES

WITHIN WELL HOUSE

ISOLATION JOINT

MATERIAL (TYP.)

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

A

Charles Cutter Degerlund

No. CE124811

30 SEP 2025

FINISH FLOOR ELEVATION

SHALL MATCH TOP OF

EXISTING CONCRETE

FOUNDATION ELEVATION AT

ENTRY DOOR THRESHOLD.

WATERLINE TO LOG OFFICE

EXISTING GRADE

CONCRETE

MATERIAL LEGEND

RIGID MINERAL FIBER

EXISTING

CONSTRUCTION

NO ARCHITECTURAL WORK

THIS AREA

ARCHITECTURAL SYMBOL

LEGEND

150 SF

Room Name

DETAIL NAME

DETAIL NUMBER

SHEET LOCATION

DETAIL SCALE

TRUE NORTH

GRID LINE

ROOM NAME

ROOM NUMBER

PLAN NORTH

DETAIL NUMBER

SHEET LOCATION

SIMILAR

REVISION

SPOT ELEVATION

SEE OTHER DISCIPLINES FOR ADDITIONAL SYMBOLS

KEYED NOTE

DOOR TAG

A100

A100

EXTERIOR ELEVATION

SHEET LOCATION

DETAIL NUMBER

INTERIOR ELEVATION

SHEET LOCATION

DETAIL NUMBER

DETAIL NUMBER 4

A

BUILDING SECTION

DETAIL NUMBER

SHEET LOCATION

SIMILAR

WALL SECTION

WINDOW TYPE

ROOM AREA

1/8" = 1'-0" View Name

1/4" / 1'-0"SPOT SLOPE

101ROOM NUMBER

A101

SIM

A101

SIM

101A

1. SEE OTHER DISCIPLINES FOR ADDITIONAL ABBREVIATIONS.

2. SEE ASSEMBLY TYPES FOR HYPHENATED ASSEMBLY TAGS

(I.E. C-A1, W01-3A, AND WX-3A).

3. SEE MATERIAL SCHEDULE FOR HYPHENATED MATERIAL TAGS

(I.E. ACT-1, CPT-1, AND RB-1).

4. SEE ROOM AND DOOR SCHEDULE FOR SPECIFIC RELEVANT

ABBREVIATIONS.

5. SOME ABBREVIATIONS LISTED BELOW MAY NOT BE USED IN

THIS PROJECT.

(E) EXISTING

FV FIELD VERIFY

GYP GYPSUM BOARD

IBC INTERNATIONAL BUILDING CODE

MAX MAXIMUM

MFR MANUFACTURER

MFSD MANUFACTURER'S STANDARD

MIN MINIMUM

NIC NOT IN CONTRACT

OC ON CENTER

PLY PLYWOOD

Reff EFFECTIVE R-VALUE

SPEC SPECIFICATION

TBD TO BE DETERMINED

TYP TYPICAL

UL UNDERWRITERS LABORATORY

VTR VENT THROUGH ROOF

ARCHITECTURAL STANDARD

ABBREVIATIONS

FX-A1

FLOOR ASSEMBLY CATEGORY - FUNCTION

FLOOR ASSEMBLY MODIFIER

FLOOR ASSEMBLY CATEGORY - FUNCTION

FLOORS ON GRADE OR THOSE COMPRISING THE EXTERIOR

ENVELOPE OF THE BUILDING ARE CONSIDERED EXTERIOR.

PROJECTS MAY NOT INCLUDE ALL ASSEMBLY CATEGORIES.

FX FLOOR - EXTERIOR

FLOOR BUILDING ENVELOPE DESIGNATION

A SLAB ON GRADE

B RAISED FLOOR

C OTHER

FLOOR ASSEMBLY MODIFIER

NUMBERS REPRESENT DESCRIPTIONS OF ASSEMBLY

TYPES. THE BELOW ARE COMMONLY USED EXAMPLES.

SEE ASSEMBLY TYPES FOR ADDITIONAL MODIFIERS.

1 TYPICAL

EXTERIOR ASSEMBLY TAG

LEGEND - FLOOR

FLOOR BUILDING ENVELOPE DESIGNATION

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

ARCHITECTURAL NOTES DESCRIBE WORK COMPRISING

THE ENTIRE ARCHITECTURAL DISCIPLINE.

SHEET NOTES DESCRIBE WORK COMPRISING THE ENTIRE

SHEET ON WHICH THE NOTES APPEAR INCLUDING

SHEETS ON WHICH THE NOTES ARE REFERENCED.

CONSTRUCTION DOCUMENTS ARE PREPARED FOR THE

PURPOSES OF COMMUNICATING DESIGN INTENT.

DRAWINGS ARE GRAPHIC REPRESENTATIONS CONVEYING

THE QUANTITATIVE EXTENT AND RELATIONSHIP BETWEEN

PROJECT ELEMENTS.

SPECIFICATIONS ARE WRITTEN REPRESENTATIONS

CONVEYING THE QUALITATIVE REQUIREMENTS OF

PROJECT ELEMENTS.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING A

COMPLETE AND FINISHED PRODUCT FULFILLING THE

INTENT OF THE CONSTRUCTION DOCUMENTS.

THE TERM 'NEW' MAY BE USED TO DISTINGUISH NEW

FROM EXISTING IN SOME INSTANCES. OMISSION OF THE

TERM 'NEW' IS NOT NECESSARILY AN INDICATION THAT

THE ELEMENT IS EXISTING.

THE TERM 'ALL' MAY BE USED TO CLARIFY SCOPE.

OMISSION OF THE TERM 'ALL' IS NOT NECESSARILY AN

INDICATION THAT THE SCOPE IS LIMITED.

SEE GENERAL CODE INFORMATION AND CODE PLAN.

COORDINATE ARCHITECTURAL WORK WITH CIVIL,

STRUCTURAL, MECHANICAL, ELECTRICAL, AND OTHER

DISCIPLINES.

SEE STRUCTURAL FOR SPECIFIC INFORMATION

REGARDING LOAD BEARING MEMBERS, MECHANICAL

FASTENERS, MASTIC ADHESION, AND STRUCTURE.

PATCH, REPAIR, AND REFINISH EXISTING SURFACES TO

REMAIN, AFFECTED BY WORK.

DIMENSIONS AT EXISTING CONSTRUCTION ARE

MEASURED FROM FACE OF EXISTING FINISH UNLESS

NOTED OTHERWISE.

DIMENSIONS AT NEW CONSTRUCTION ARE MEASURED

FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.

CONFIRM DIMENSIONS INDICATED WITH 'FIELD VERIFY'

AND/ OR 'FV' PRIOR TO WORK.

DIMENSIONS INDICATED AS 'CLEAR' REQUIRE MINIMUM

CLEARANCE MEASURED TO FINISHED FACES, UNLESS

NOTED OTHERWISE.

DIMENSIONS INDICATED WITH '+/-' BRING THE

CONTRACTOR'S ATTENTION TO AREAS WITH FLEXIBILITY

GREATER THAN ADJACENT AREAS NOT OTHERWISE

INDICATED.

CONFIRM MANUFACTURERS' INSTALLATION

INSTRUCTIONS CONFORM TO SPECIFIED TOLERANCES.

SEE DETAILS FOR DIMENSION AND LEVEL REFERENCE

POINTS.

ARCHITECTURAL NOTES

A010

THIS REFERENCE INDICATES LOCATION OF INFORMATION IN A

TYPICAL PROJECT. THIS PROJECT MAY VARY FROM THE

REPRESENTATION BELOW. SEE THE SHEET INDEX FOR SPECIFIC

SHEET SEQUENCE.

A0 SHEETS INFORMATION, ASSEMBLIES, SCHEDULES

A1 SHEETS PHASING, EXISTING, DEMOLITION

A2 SHEETS FLOOR AND ROOF PLANS

A3 SHEETS EXTERIOR ELEVATIONS (NOT USED)

A4 SHEETS SECTIONS (NOT USED)

A5 SHEETS VERTICAL CIRCULATION

A6 SHEETS FIRE RESISTIVE AND EXTERIOR DETAILS (NOT USED)

A7 SHEETS INTERIOR DESIGN PLANS (NOT USED)

A8 SHEETS INTERIOR ELEVATIONS (NOT USED)

A9 SHEETS INTERIOR DESIGN DETAILS (NOT USED)

THE TWO CHARACTER ALPHANUMERIC DESIGNATIONS REPRESENT

ALL SHEETS IN THE SERIES. FOR EXAMPLE, 'A1 SHEETS' DESCRIBES

A100 THROUGH A199.

ARCHITECTURAL SHEET

SEQUENCE

1'-0"

1'-0"

GRID

1'-0"

CLEAR

8 3/8" 1'-0"

GRID TO GRID

GRID TO WALL

NEW WALL STUD TO

NEW WALL STUD

NEW WALL STUD TO

EXISTING WALL FINISH

EXISTING WALL FINISH TO

EXISTING WALL FINISH.

FIELD VERIFY.

REQUIRED CLEARANCE TO

FINISHED FACES, MINIMUM

UNLESS NOTED OTHERWISE

FIELD VERIFY EXISTING

CONDITIONS

FX-B1 FLOOR EXTERIOR - RAISED - HEADQUARTERS OFFICE BUILDING

EXTERIOR

INTERIOR FINISH PER ROOM SCHEDULE

R-30 MINERAL WOOL BATT INSULATION

(E) VAPOR BARRIER

(E) 2" CONCRETE

(E) 1/2" PLYWOOD

(E) 14" WOOD I JOIST

STAPLE CONTINUOUS CHICKEN WIRE

BETWEEN JOIST WEBS TO HOLD

INSULATION UP. MAINTAIN INSULATION

FLUSH WITH UNDERSIDE OF FLOORING

SUBSTRATE.

A.

B.

C.

A.

1 - TYPICAL

ASSEMBLIES ARE DIAGRAMS ONLY, DO NOT SCALE.

ASSEMBLIES DESCRIBE MATERIALS AND THEIR

RELATIONSHIP WITHIN A GIVEN CEILING, FLOOR, ROOF, OR

WALL. PENETRATIONS, JOINTS, FINISHES, AND

INTERSECTIONS BETWEEN ASSEMBLIES ARE NOT SHOWN.

SEE FLOOR PLANS FOR ASSEMBLY LOCATIONS.

2 - BUILDING ENVELOPE

SEE SPEC DIVISION 07 AND RELATED SPEC SECTIONS.

EXTERIOR ASSEMBLY NOTES

EXISTING CONSTRUCTION

ASSEMBLY TYPE LEGEND

ROOM SCHEDULE NOTES

A.

B.

C.

D.

SEE MATERIAL SCHEDULE FOR FINISH INFORMATION.

SEE ASSEMBLY TYPES FOR FINISH SUBSTRATES.

PROVIDE FINISHES TO FULL HEIGHT OF WALL UNLESS

NOTED OTHERWISE.

PATCH AND REPAIR EXISTING SURFACES DAMAGED BY

WORK. MATCH ADJACENT FINISHES. PAINT BEYOND

DAMAGED AREA EXTENDING FROM CORNER TO CORNER

OF AFFECTED SURFACES.

1. NOT USED

ROOM SCHEDULE REMARKS

MATERIAL SCHEDULE NOTES

A. THE MATERIAL SCHEDULE PROVIDES A BASIS OF DESIGN.

SEE SPECIFICATIONS FOR PRODUCT INFORMATION,

PERFORMANCE CRITERIA, AND ACCEPTABLE

ALTERNATIVE MANUFACTURERS.

1.

MISCELLANEOUS

NOT USED

MATERIAL SCHEDULE REMARKS

A. ARCHITECTURAL PAINTS AND COATINGS APPLIED TO

INTERIOR ELEMENTS MUST NOT EXCEED THE VOC

CONTENT LIMITS ESTABLISHED IN GREEN SEAL STANDARD

GS-11 AS OF 20 MAY 1993.

LOW EMITTING

LE-

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/29/2025 4:00:47 PM

JB

KCV

ARCHITECTURAL

INFORMATION,

EXTERIOR

ASSEMBLIES,

ROOM, AND

MATERIAL

SCHEDULE

A010

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

1 1/2" = 1'-0"A010

1 INTERIOR DETAIL - TYPICAL - DIMENSION REFERENCE POINT CONVENTIONS

HEADQUARTERS OFFICE BUILDING ROOM SCHEDULE

ROOM FLOOR WALL CEILING ROOM

NUMBER NAME FINISH BASE FINISH

ASSEMBLY

TYPE FINISH HEIGHT REMARKS NUMBER

100 VESTIBULE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 100

101 PUBLIC / MAPS EXIST EXIST PNT-50 EXIST PNT-80 EXIST 101

102 BREAK ROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 102

103 CONFERENCE ROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 103

104 COMPUTER / TELE ROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 104

105 MECH ROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 105

106 MEN'S RESTROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 106

107 WOMEN'S RESTROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 107

108 JANITOR'S CLOSET EXIST EXIST PNT-50 EXIST PNT-80 EXIST 108

109 MAIL ROOM EXIST EXIST PNT-50 EXIST PNT-80 EXIST 109

110 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 110

111 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 111

112 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 112

113 MANAGER'S OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 113

114 CORRIDOR EXIST EXIST PNT-50 EXIST PNT-80 EXIST 114

115 CORRIDOR EXIST EXIST PNT-50 EXIST PNT-80 EXIST 115

116 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 116

118 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 118

119 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 119

120 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 120

121 OFFICE EXIST EXIST PNT-50 EXIST PNT-80 EXIST 121

MATERIAL SCHEDULE

SPEC TYPE DESCRIPTION LOCATION

BASIS OF DESIGN REMARKS

TYPEMANUFACTURER MODEL COLOR

LOW

EMITTING MISCELLANEOUS

09 90 00 - FINISHES - PAINTING AND COATING

09 91 23 PNT-50 INTERIOR PAINT - WALL PER ROOM SCHEDULE SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX MATCH EXISTING LE-A PNT-50 09 91 23 PNT-80 INTERIOR PAINT - CEILING PER ROOM SCHEDULE SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX MATCH EXISTING LE-A PNT-80

AKAF AL

TS

TA E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S I G N

A L A

S K A

REG ISTERED PROFESSIONAL ARCHITE

CT30 SEP 2025

A.

B.

C.

CONSTRUCTION DOCUMENTS DESCRIBE TYPICAL

DEMOLITION WORK. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING SPECIFIC DEMOLITION WORK REQUIRED TO

ACCOMMODATE NEW WORK.

SEE CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

DOCUMENTS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

EXISTING STRUCTURAL SYSTEMS INCLUDING COLUMNS,

BEAMS, AND STRUCTURAL WALLS TO REMAIN UNLESS

OTHERWISE INDICATED IN STRUCTURAL DOCUMENTS.

DEMOLITION NOTES

DEMOLITION LEGEND

EXISTING CONSTRUCTION

EXISTING WALL AND DOOR TO REMAIN

EXISTING WALL AND WINDOW TO REMAIN

KEYNOTES

ONCE LEVELING IS COMPLETE, PATCH, REPAIR, REPLACE,

AND PREPARE AREAS OF SETTLEMENT DAMAGE. THIS

INCLUDES BUT NOT LIMITED TO, DOOR OPENINGS,

WINDOW OPENINGS, GYPSUM LID, CORRIDOR WALLS.

ONCE LEVELING IS COMPLETE, INSPECT WINDOW AND

REPAIR ASSEMBLY TO PROVIDE SEALED ASSEMBLY.

WINDOW TO BE ADJUSTED FOR FULL OPERABILITY.

MODIFY STAIRS, RAMPS, DECKS, AND RELATED ITEMS AS

REQUIRED TO ACCOMMODATE BUILDING LEVELING.

REMOVE BATT INSULATION AND VAPOR BARRIER AT

UNDERSIDE OF FLOOR ASSEMBLY.

PREPARE SURFACES PER ROOM SCHEDULE.

DEMOLISH EXISTING STAIR AND HANDRAILS. LANDING TO

REMAIN AND BE MODIFIED AS NEEDED TO

ACCOMMODATE NEW WORK.

CONFERENCE

ROOM

BREAK

ROOM

PUBLIC /

MAPS

VESTIBULE

CORRIDOR

CORRIDOR

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITOR'S

CLOSET

MAIL ROOM

109 OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MANAGER'S

OFFICE

COMPUTER /

TELE ROOM

MECH ROOM

EXERC.

OFFICE

OFFICE

WINDOW; TYPICAL

CORRIDOR; TYPICAL DOOR; TYPICAL

STAIR AT CORRIDOR 114

STAIRS AT CORRIDOR 115

STAINLESS STEEL HANDRAIL

PRESSURE TREATED GUARDRAIL

DN

DN

D N

DN

DN

FUEL TANK PER

MECHANICAL

63 U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/29/2025 4:00:50 PM

JB

KCV

DEMOLITION PLAN

- HEADQUARTERS

OFFICE BUILDING

A110

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

HEADQUARTERS OFFICE BUILDING

ANNEX OFFICE

LOG OFFICEWELL HOUSE

KEYPLAN

3/16" = 1'-0"A110

1 DEMOLITION PLAN - HEADQUARTERS OFFICE BUILDING - 1ST FLOOR - OVERALL

AKAF AL

TS

TA E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S I G N

A L A

S K A

ARCHITECTURAL PLAN NOTES

A.

B.

C.

D.

SEE ARCHITECTURAL INFORMATION SHEETS FOR

ABBREVIATIONS, LEGENDS, SHEET SEQUENCE, AND

GENERAL NOTES FOR ARCHITECTURAL WORK.

SEE ARCHITECTURAL INFORMATION SHEETS FOR

ASSEMBLY TYPES.

ARCHITECTURAL OVERALL PLANS SHOW SPATIAL

RELATIONSHIPS FOR THE BUILDING AS A WHOLE.

CONSTRUCTION COMPONENTS MAY BE SIMPLIFIED OR

OMITTED FOR CLARITY.

SEE DETAIL FOR

DIMENSION REFERENCE

POINT CONVENTIONS.

A010

ARCHITECTURAL PLAN LEGEND

NO ARCHITECTURAL WORK THIS AREA

EXISTING WALL AND EXISTING DOOR

EXISTING WORK TO REMAIN

KEYNOTES

PROVIDE INSULATION PER FLOOR ASSEMBLY FX-B1. 1

MODIFY / EXTEND EXISTING HAND RAILS / GUARDRAILS /

STAIRS AS NEEDED TO ACCOMMODATE NEW WORK.

CONFERENCE

ROOM

BREAK

ROOM

PUBLIC /

MAPS

EXERC.

COMPUTER /

TELE ROOM

MECH ROOM

CORRIDOR

JANITOR'S

CLOSET

MEN'S

RESTROOM

WOMEN'S

RESTROOM

MAIL ROOM

109 OFFICE

OFFICE

OFFICE

OFFICE

CORRIDOR

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MANAGER'S

OFFICE

113VESTIBULE

DN

DN

.1

ROOF LINE ABOVE

DN

CANOPY

ABOVE

CANOPY

ABOVE

FUEL TANK PER

MECHANICAL

GRAVEL LANDING

PER CIVIL

DN

DN

FV

30'-0"

FV

39'-11 1/2"

FV30

'-0

FV

'-1

/8

CANOPY

ABOVE

EXISTING

6'-2 3/4"

NEW

6'-5"

8 RISERS @ 6.5" = 4'-4"

7 TREADS @ 11" = 6'-5"

A510

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/29/2025 4:00:51 PM

JB

KCV

RENOVATION

PLAN - OVERALL -

HEADQUARTERS

OFFICE BUILDING

A210

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

HEADQUARTERS OFFICE BUILDING

ANNEX OFFICE

LOG OFFICEWELL HOUSE

KEYPLAN

3/16" = 1'-0"A210

1 RENOVATION PLAN - HEADQUARTERS OFFICE BUILDING - 1ST FLOOR - OVERALL

AKAF AL

TS

TA E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S I G N

A L A

S K A

VERTICAL CIRCULATION NOTES

A. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.

FLIGHT SHALL

NOT HAVE A

VERTICAL RISE

GREATER THAN

12'-0" BETWEEN

FLOOR LEVELS

OR LANDINGS.

STAIR WIDTH

SHALL NOT BE

LESS THAN 44".

SEE IBC 2021

SECTION 1011.2

FOR EXCEPTIONS

STAIRWAY HEADROOM

MUST BE NO LESS

THAN 80" AT ANY

POINT.

THE TOLERANCE

BETWEEN THE LARGEST

AND SMALLEST RISER

HEIGHT OR BETWEEN

THE LARGEST AND

SMALLEST TREAD DEPTH

SHALL NOT EXCEED 3/8"

THE WIDTH OF

LANDINGS

SHALL NOT BE

LESS THAN

THE WIDTH OF

STAIRWAYS

SERVED.

VE

R

TI

C

AL

R

IS

E

HORIZONTAL RUN LANDINGLANDING

W

AL

KI

N

G S

U R

FA

C

E

LA

N D

IN

G

W

ID

TH

DOWN

W

AL

KI

N

G S

U R

FA

C

E

ST

AI

R

W

AY

W

ID

TH

UP

SECTION

PLAN

R

IS

ER

TREAD

H

EA

D R

O O

M

SEE DETAIL FOR

HANDRAIL

SEE DETAIL FOR

GUARDRAIL

A510

RISER/ TREAD/ NOSING

SHOWN DIAGRAMMATICALLY

A510

" M

IN

IM

U M

EQ

EQ

EQ

EQ

EQ

EQ +/-

FROM A HEIGHT OF 36" TO 42", GUARDS

SHALL NOT HAVE OPENINGS WHICH

ALLOW PASSAGE OF A SPHERE

REQUIRED GUARDS SHALL NOT HAVE

OPENINGS WHICH ALLOW PASSAGE OF A

SPHERE 4" IN DIAMETER FROM THE WALKING

SURFACE TO THE REQUIRED GUARD HEIGHT.

THE TRIANGULAR OPENINGS AT THE OPEN

SIDES OF A STAIR FORMED BY THE RISER,

TREAD, AND BOTTOM RAIL, SHALL NOT ALLOW

PASSAGE OF A SPHERE 6" IN DIAMETER.

SEE DETAIL

FOR

HANDRAIL

4 3/8" IN DIAMETER.

TREAD (WALKING SURFACE)

RISER

SEE PLANS FOR ACTUAL

STAIR LAYOUTS

LANDING (WALKING SURFACE)

A510

1 1/2" DIAMETER HANDRAIL WITH 1

1/2" CLEARANCE FROM WALL AND 1

1/2" CLEARANCE FROM HORIZONTAL

PROJECTIONS BELOW RAIL

EXTEND HANDRAIL HORIZONTALLY 1'-0"

BEYOND TOP NOSING FOR RETURN TO

LANDING SURFACE, GUARD, OR WALL

EQ EQ

" T

O

8"

EXTEND HANDRAIL ALONG

SLOPE ONE TREAD DISTANCE

HORIZONTALLY BEYOND

BOTTOM NOSING FOR RETURN

TO LANDING SURFACE,

GUARD, OR WALL

SEE DETAIL

FOR

GUARDRAIL

SEE PLANS FOR ACTUAL

STAIR LAYOUTS

TREAD (WALKING SURFACE)

RISER

LANDING (WALKING SURFACE)

1'-0"

1' -0

1' -0

A510

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/29/2025 4:00:51 PM

JB

KCV

VERTICAL

CIRCULATION -

DETAILS

A510

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

1/2" = 1'-0"A510

1 VERTICAL CIRCULATION DIAGRAM - STAIR PER IBC 2021 SECT 1011

3/4" = 1'-0"A510

VERTICAL CIRCULATION DIAGRAM - GUARDRAIL PER IBC

2021 SECT 1015 (RAMP SIMILAR)

3/4" = 1'-0"A510

VERTICAL CIRCULATION DIAGRAM - HANDRAIL PER ANSI

A117.1 (RAMP SIMILAR)

AKAF AL

TS

TA E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S I G N

A L A

S K A

GENERAL STRUCTURAL NOTES

A. DESIGN CRITERIA

1. BUILDING CODE........................................................................................ 2021 IBC (INTERNATIONAL BUILDING CODE)

GOVERNING JURISDICTION.................................................................... BUREAU OF LAND MANAGEMENT

2. DEAD LOADS

FLOOR DEAD LOAD.................................................................... 20 PSF ROOF DEAD LOAD...................................................................... 25 PSF

3. LIVE LOADS

FLOOR LIVE LOAD (HQ OFFICE) .............................................. 100 PSF (LOBBY AND CORRIDOR) FLOOR LIVE LOAD (HQ OFFICE) .............................................. 50 PSF (OFFICES)

4. SNOW LOADS

FLAT ROOF SNOW LOAD Pf .................................................... 60 PSF (AS-BUILT LOADING)

5. WIND LOADS

ULTIMATE DESIGN WIND SPEED VULT..................................... 113 MPH

NOMINAL DESIGN WIND SPEED VASD...................................... 88 MPH

RISK CATEGORY ....................................................................... II EXPOSURE ................................................................................. B

INTERNAL PRESSURE COEFFICIENT ..................................... 0.18

6. SEISMIC LOADS

SS ............................................................................................... 0.97 S1 ............................................................................................... 0.45 SDS ............................................................................................. 0.78 SD1 ............................................................................................. 0.57

R (LIGHT-FRAMED WOOD SHEAR WALLS)............................. 6.5

CS (LIGHT-FRAMED WOOD SHEAR WALLS)............................. 0.12

SITE CLASS................................................................................. D (DEFAULT)

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

RISK CATEGORY ....................................................................... II IMPORTANCE FACTOR............................................................. 1.0

BASIC SEISMIC FORCE RESISTING SYSTEM

HQ OFFICE....................................................... LIGHT-FRAMED WOOD SHEAR WALLS

DESIGN BASE SHEAR

HQ OFFICE.................................................................... 40 KIPS ANALYSIS PROCEDURE........................................................... EQUIVALENT LATERAL FORCE METHOD

B. STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS SHALL BE ASTM A572 - GRADE 50 (Fy = 50 KSI) OR A992 (Fy

= 50 KSI).

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

(Fy = 50 KSI).

3. ROUND HSS SHALL CONFORM TO ASTM A500 GRADE C (Fy = 46 KSI).

4. PIPE SHALL CONFORM TO ASTM A53 GRADE B (Fy = 35 KSI).

5. ANGLES, PLATES, AND CHANNELS SHALL BE ASTM A572 (Fy = 50 KSI) UNLESS NOTED OTHERWISE.

6. ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION

OF THE AISC STEEL CONSTRUCTION MANUAL.

7. BOLTED CONNECTIONS SHALL BE ACCOMPLISHED WITH TENSION-CONTROLLED HIGH-STRENGTH BOLTS

CONFORMING TO ASTM F3125 GRADE F1852 (A325-TC) IN STANDARD HOLES UNLESS NOTED OTHERWISE.

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

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND

SEQUENCES WITH REGARD TO TEMPERATURE DIFFERENTIALS.

10. 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.

11. 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.

12. COMPLETE JOINT PENETRATION WELDS ON STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING

ADDITIONAL REQUIREMENTS:

A. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION

(WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE ENGINEER OF RECORD. WELDS SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSE 6.3

B. WELDS DESIGNATED AS DEMAND CRITICAL SHALL BE MADE WITH FILLER METALS MEETING THE

REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSE 6.3

C. WOOD CONSTRUCTION

1. FRAME LUMBER FRAME LUMBER EXPOSED TO WEATHER SHALL BE TREATED HEM FIR NO. 2 OR BETTER/

EQUAL RATED FOR APPLICABLE USE EXPOSURE.

2. GLUED LAMINATED BEAMS SHALL BE AYC 20F-V12, AND SHALL MEET THE FOLLOWING MINIMUM CRITERIA:

• Fb = 2,000 PSI

• E = 1,500,000 PSI

3. BOLTS USED IN WOOD CONNECTIONS SHALL BE ASTM A307.

4. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED

STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED

FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153.

5. A PROTECTIVE COATING SHALL BE APPLIED TO FIELD-CUT ENDS OF TREATED, EXTERIOR-USE WOOD

CONSISTENT WITH ITS NATURAL FINISH.

6. FRAMING AND FASTENERS NOT SHOWN SHALL CONFORM WITH IBC CHAPTER 23 TABLE 2304.10.2.

7. CUTTING, DRILLING, AND NOTCHING OF CONVENTIONAL LIGHT LUMBER FRAMING SHALL COMPLY WITH THE

FOLLOWING IBC STANDARDS:

A. WALL FRAMING: 2308.5.8 THRU 2308.5.10

B. FLOOR JOISTS: 2308.4.2.4

D. 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 DESIGN LIVE LOAD.

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 STRUCTURAL

ENGINEER 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.

PER ARCH

2X6 PICKETS AT 9 1/2" OC,

MAX

CLR

1 1/2"

CONTINUOUS 2X6 RAIL AND CAP

(2) 3/8"Ø X 3 1/2" LAG SCREW

W/ STD WASHER, EA

BALUSTER

CLEAR

1 1/2"

P E

R A

R C

H

STAIR TREAD PER ARCH

3-1/8"x12" AYC GLULAM

PER ARCH

PER

ARCH

M

IN

4"

PT 4X12 TIMBERS

GALVANIZED L4X4X1/4X1'-4"

ATTACH TO TIMBER SLEEPERS W/ (4) SDS25400 SCREWS

ATTACH TO STRINGER W/ (2) 5/8"Ø THROUGH BOLTS

4 1/2"

(6) SDS25300 SCREWS,

SPACED AS SHOWN

3/4" GAP

1/4" WELDED KICK PLATE, 2" MAX GAP AT TOP

OMIT KICK PLATE AT TOP TREAD

1 1/2"

3/16

3/16

TYP

/2

1/4" PLATE, TYP

3/4"Ø A325

THROUGH BOLT

GUARDRAILS NOT SHOWN FOR CLARITY

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/30/2025 1:34:27 PM

SMM

SMM

GENERAL

STRUCTURAL

NOTES

S010

GFO FLOOD

DAMAGE REPAIR

902301

30 AUG 2025

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

COMPLETE JOINT PENETRATION

WELDS

1705.2.1 AISC 360 N5.5 X

ALL WELDS TO BE VISUALLY INSPECTED PER

AWS D1.1 6.9

ULTRASONIC TESTING (UT) IS REQUIRED FOR

CJP WELDS IN BUTT JOINTS.

NO PROHIBITED WELDS HAVE BEEN

ADDED WITHOUT THE APPROVAL OF

THE EOR

1705.2.1 AISC 360-16: TABLE N5.4-3 X

REPAIR ACTIVITIES 1705.2.1 AISC 360-16: TABLE N5.4-3 X

BACKING REMOVED AND WELD TABS

REMOVED

1705.2.1 AISC 360-16: TABLE N5.4-3 X REMOVE TABS IF REQUIRED

K-AREA 1705.2.1 AISC 360-16: TABLE N5.4-3 X

INSPECT WELDED DOUBLER PLATES,

CONTINUITY PLATES OR STIFFENERS. LOOK

FOR CRACKS WITHIN 3IN OF WELDS

ARC STRIKES 1705.2.1 AISC 360-16: TABLE N5.4-3 X

WELDS MEET VISUAL ACCEPTANCE

CRITERIA

1705.2.1

AISC 360-16: N5.4, TABLE

N5.4-3 X

SIZE, LENGTH, AND LOCATION OF

WELDS

1705.2.1 AISC 360-16: TABLE N5.4-3 X

WELDS CLEANED 1705.2.1 AISC 360-16: TABLE N5.4-3 X

DOCUMENT ACCEPTANCE OR

REJECTION WELDED JOINT OR

MEMBER

1705.2.1

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

TABLE N5.4-3

X

AFTER BOLTING/WELDING

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

1705.2.1

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

ITEMS INCLUDE: PACKAGING AND EXPOSURE

CONTROL

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

WELDER IDENTIFICATION SYSTEM AISC 360-16: TABLE N5.4-1 X

THE FABRICATOR OR ERECTOR SHALL

MAINTAIN A SYSTEM BY WHICH A WELDER

WHO HAS WELDED A JOINT OR MEMBER CAN

BE IDENTIFIED

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

1705.2.1

AISC 360-16: TABLE N5.4-1 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

1" = 1'-0"S010

2 HQ OFFICE - TYPICAL STAIR

1" = 1'-0"S010

1 HQ OFFICE - STAIR RAILING CONSTRUCTION

A K

AF AL

T S

TA

E

O

49 TH

S

Samuel M. Mitchell

CE 219520

D E

S I G

N

A L

A S

K A

R E

G

IS

T

ER

ED

PROFESS IONAL

EN

G

IN

E E

R

30-SEP-2025

S200

__________TYP ALL

(E) POSTS

(E) W18X46(E) W18X46

(E) W18X46

(E) W16X31

UNLESS NOTED

OTHERWISE

(E) DECK TIMBERS

3-1/8x15 AYC GLB

NOTES:

EXISTING FLOOR JOISTS ARE HUNG FROM TOP FLANGE OF FLOOR BEAMS.

JOISTS NOT SHOWN FOR CLARITY

F

IE

L D

V E

R

IF

Y A

L L

D

IM

E N

S

IO

N S

/4

12' - 11 1/4" 16' - 5 1/4"

19' - 6 1/4" 18' - 8 1/4" 12' - 0"

/4

/4

15' - 4" 18' - 8 1/4" 12' - 0"

REPLACE (E) 3/8"Ø SCREW ANCHORS AT RAMP POST

BASE PLATES WITH 3/8"ØX7" GALVANIZED WEDGE

ANCHORS WITH MIN 4-1/2" EXPOSED THREADS, TYPICAL

7 LOCATIONS.

NOTE: SHIM STACKS ARE NOT REQUIRED AT THESE

LOCATIONS UNLESS RAMP IS FOUND TO BE OUT OF

ADA TOLERANCES FOLLOWING BUILDING RELEVELING

LEGEND:

AUG 2024 ELEVATION RELATIVE TO BENCHMARK

BENCHMARK

0.0"

(-)1.2" (-)3.6" (-)6.2" (-)6.5" (-)7.0"

(-)2.0" (-)4.0" (-)6.6" (-)10.0"

(-)11.3"

(+)0.8"

(+)1.9"

(+)0.8"

(+)0.8"

(+)3.0"

(+)2.3"

(-)0.5" (-)4.3" (-)9.4" (-)10.2"

(-)1.1"

(-)0.5"

(+)0.7"

(+)0.7"(+)0.5"

(+)0.6"(+)0.6"

(+)1.8"

HSS ENTRY DECK SUPPORT

POSTS, (6) TOTAL

HSS ENTRY RAMP SUPPORT

POSTS, (7) TOTAL

(CONTRACTOR SHALL VERIFY CURRENT CONDITIONS

PRIOR TO FABRICATING ADJUSTABLE ASSEMBLIES)

S010

S010

DEMOLISH (E) STAIR AND

REPLACE, THIS LOCATION ONLY

(E) HSS8X8X1/2 FOUNDATION POST, VERIFY

(E) HSS8X8X1/2 FOUNDATION

POST, VERIFY

HSS 8X8X1/2 POST EXTENSION WHERE

ELEVATION INCREASE ≥ 3" PER PLAN.

VERIFY SECTION TO MATCH EXISTING POST

(E) FOUNDATION

3/16

TYP

1" Ø F1554 GR. 55

THREADED ROD

0' - 10"

CJP

/2

1 1/2"

SHIM STACK MADE OF (12)

PL1/4"X10"X1'-2"

NOTES:

1. CJP WELDS SHALL HAVE ULTRASONIC TESTING COMPLETED PER SPECIAL INSPECTION

REQUIREMENTS ON S010. TEST RESULTS SHALL BE SUBMITTED TO OWNER FOR REVIEW.

2. ALL PLATES SHOWN SHALL BE ASTM GRADE 50.

3. ALL THREADED ROD TO BE GRADE 55 UNLESS NOTED OTHERWISE.

4. ALL BUILDING AND ENTRY POSTS TO BE RETROFITTED WITH SHIM STACK SHOWN. POST

EXTENSION ONLY REQUIRED WHERE HEIGHT INCREASE EXCEEDS 3".

PL3/4", T&B

PROVIDE THREADED RODS WITH

MIN 9" EXTRA THREAD LENGTH FOR

FUTURE ADJUSTMENT

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/30/2025 1:34:28 PM

SMM

SMM

FOUNDATION

PLAN -

HEADQUARTERS

OFFICE

S200

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

1/8" = 1'-0"S200

1 HQ OFFICE - FOUNDATION PLAN

GENERAL STRUCTURAL SHEET NOTES

1. SEE CIVIL DESIGN DRAWINGS FOR FINISH FLOOR ELEVATIONS.

2. ENTRY DECK AND RAMP POSTS WERE NOT INCLUDED IN 2024 BUILDING ELEVATION SURVEY.

ORIGINAL TOP OF POST ELEVATIONS VARY FROM THE BENCHMARK AND SHALL BE

CHECKED BY THE CONTRACTOR TO PROVIDE DECK AND RAMPS LEVELNESS AND SLOPES

WITHIN ADA TOLERANCES AND LIMITS.

3. CONTRACTOR SHALL FIELD VERIFY AND ACCOUNT FOR ALL DIFFERENTIAL ELEVATIONS TO

PROVIDE A LEVEL STRUCTURE UPON COMPLETION OF CONSTRUCTION.

4. ADJUSTABLE STEEL FABRICATIONS SHALL BE COATING WITH THE FOLLOWING SEQUENCE:

A. BASE COAT: (1 CT) ZINC CLAD II PLUS

B. INTERMEDIATE COAT: (1 CT) MACROPOXY 646

C. TOP COAT: (1 CT) ACROLON 218 HS POLYURETHANE, SEMIGLOSS. COLOR TO MATCH

EXISTING HQ OFFICE POST ASSEMBLIES. TAKE COLOR MATCH SAMPLE FROM

UNFADED PORTION AND SUBMIT WITH STEEL FABRICATION SHOP DRAWINGS.

5. ALL HARDWARE (WASHERS, NUTS, THREADED ROD, ETC.) SHALL BE GALVANIZED.

1" = 1'-0"S200

2 HQ OFFICE - ADJUSTABLE BRACKET

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Samuel M. Mitchell

CE 219520

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30-SEP-2025

MECHANICAL SYMBOLS

CONNECTION TO EXISTING

DUCT FLOW ARROW

PIPE FLOW ARROW

PIPE CONNECTION

PIPE ELBOW TURNED DOWN

PIPE ELBOW TURNED UP

PIPE TEE DOWN

UNION

PIPE CAP

PIPE BREAK

NC C

NO

ISOLATION VALVE

CHECK VALVE

BALANCE VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

STRAINER

DRAIN VALVE

HOSE BIBB

THERMOMETER

THERMOSTAT

SENSOR

PUMP

PRESSURE GAUGE

AIR VENT

PRESSURE & TEMPERATURE

TEST PORT

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

S

T

MECHANICAL LINETYPES

ABBREVIATION LINETYPE

W

V

CW

HW

RHW

GHS

GHR

FOS

FOR

EXISTING PIPING/DUCTWORK/

EQUIPMENT TO BE REMOVED

EXISTING TO BE REMOVED

EXISTING

FUEL OIL RETURN

FUEL OIL SUPPLY

GLYCOL HEATING RETURN

GLYCOL HEATING SUPPLY

RECIRCULATED HOT WATER

HOT WATER

COLD WATER

VENT

WASTE

FULL NAME

MECHANICAL TAG LEGEND

PIPE TAG 6" GHS SYSTEM ABBREVIATION

NOMINAL PIPE SIZE

WELL HOUSE ELECTRIC UNIT HEATER SCHEDULE

SYMBOL FAN

CFM

MIN

CAPACITY

(MBH)

ELECTRICAL

DATA

OPERATING

WEIGHT (LBS)

ECUH-1 300 12 4 KW

16.7A 240/1/60

40 1. SURFACE MOUNTED WITH WHITE ENCLOSURE COLOR.

2. PROVIDE WITH 24V CONTROL RELAY AND 24V REMOTE WALL

MOUNTED THERMOSTAT ADJUSTABLE FOR 45°F TO 90°F SETPOINT.

AREA SERVED

WELL HOUSE

REMARKSBASIS OF

DESIGN

QMARK

CDF542

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/30/2025 1:36:59 PM

MPC

ERM

MECHANICAL

ABBREVIATIONS,

LEGENDS, AND

SCHEDULES

M001

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

ABBREVIATION FULL NAME

# NUMBER

& AND

(E) EXISTING

@ AT

A AIR

AFF ABOVE FINISHED FLOOR

AGT AVERAGE GLYCOL TEMPERATURE

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

APPR APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASSOC ASSOCIATED

AUTO AUTOMATIC

BAL BALANCING

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

C COMMON

CI CAST IRON

CO CLEAN OUT

Cv VALVE COEFFICIENT

CW COLD WATER

DB DECIBEL

DB DRY BULB

DI DUCTILE IRON

DIA DIAMETER

DN DOWN

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EGT ENTERING GLYCOL TEMPERATURE

ELEC ELECTRICAL

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

FC FORWARD CURVED

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FLA FULL LOAD AMPERAGE

FLEX FLEXIBLE

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED, CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GHR GLYCOL HEATING RETURN

GHS GLYCOL HEATING SUPPLY

GHS&R GLYCOL HEATING SUPPLY AND RETURN

GI GALVANIZED IRON

ABBREVIATION FULL NAME

HB HOSE BIBB

HW HOT WATER

ID INSIDE DIAMETER

IE INVERT ELEVATION

INSUL INSULATION

IPS IRON PIPE SIZE

LAT LEAVING AIR TEMPERATURE

LGT LEAVING GLYCOL TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MTR MOTOR

NC NORMALLY CLOSED

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPSH NET PUMP SUCTION HEAD

OA OUTSIDE AIR

OAT OUTSIDE AIR TEMPERATURE

OBVD OPPOSED BLADE VOLUME DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OSA OUTSIDE AIR

P&T PRESSURE AND TEMPERATURE

PD PRESSURE DROP

PH PHASE

PRDV PRESSURE REDUCING VALVE

PRV PRESSURE RELIEF VALVE

RA RETURN AIR

RHW RECIRCULATING HOT WATER

RPM REVOLUTIONS PER MINUTE

S/M SHEET METAL

S/S START/STOP

SIM SIMILAR

SP STATIC PRESSURE

SPEC SPECIFICATIONS

TDH TOTAL DYNAMIC HEAD

THW TEMPERED HOT WATER

TP TRAP PRIMER

TYP TYPICAL

V VENT

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH ROOF

W WASTE

W/ WITH

W/O WITHOUT

WB WET BULB

WCO WALL CLEAN OUT

WHA WATER HAMMER ARRESTOR

MECHANICAL ABBREVIATIONS

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A30 SEP 2025

Marcus P. Curley

ME 14660

DEMOLISH BASEBOARD

HEATER, CONDUIT, AND

THERMOSTAT

(E) TEMP WATER LINE, NO LONGER IN PLACE

(E) 3/4" CW TO HOSE BIBBS TO REMAIN, 2 TOTAL

DEMOLISH EXHAUST FAN AND

DUCTING

REMOVE AND

STORE FOR REUSE

TANK AND STAND

WATER STAIN

REPRESENTS FLOOD

ELEVATION

(E) WELL HEAD, REMOVE WELL

PUMP AND PIPING TO

ACCOMMODATE WELL HEAD

MODIFICATIONS

3/4" CW TO UNDERFLOOR FOR HW

BUILDING SERVICE

M100

DEMOLISH HALON

SUPPRESSION UNIT

DEMOLISH HALON

SUPPRESSION UNIT

(E) WELL HEAD, REMOVE

AND STORE WELL PUMP

(E) ELECTRICAL

PANEL

DEMOLISH ELECTRIC BASEBOARD

(E) HOSE BIBBS TO REMAIN

REMOVE AND STORE FOR REUSE

PRESSURE TANK, STAND, AND PRESSURE

SWITCH

DEMOLISH EXHAUST FAN

AND DUCTWORK

DEMOLISH 3/4"

PEX PIPING

EXISTING GRADE SURFACE

BELOW FLOOR

CONFINED

SPACE

ARCTIC PIPE

TO HQ TO

REMAIN

3/4" CW HOSE

BIBBS TO REMAIN

ABANDONED ARCTIC PIPE

W/ SERVICE LINE

(E) PRESSURE TANK

REMOVE AND STORE FOR REUSE

(E) WELL

1" CW

DEMOLISH PIPING WITHIN

BUILDING FOOTPRINT

1" CW TO HQ

BUILDING

3/4" CW

ABANDONED CIRC

PUMP, 3 TOTAL

EXISTING CRAWLSPACE

SOIL SURFACE

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/30/2025 1:37:00 PM

MPC

ERM

DEMOLITION

PLANS AND

DIAGRAMS

M100

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

HEADQUARTERS OFFICE BUILDING

ANNEX OFFICE

LOG OFFICEWELL HOUSE

KEYPLAN

A

B

C

M100 NO SCALE

2 WELL HOUSE DEMOLITION PHOTO

M100 NO SCALE

4 HQ OFFICE MECHANICAL ROOM HALON UNIT

M100 NO SCALE

5 HQ OFFICE COMM ROOM HALON UNIT

GENERAL NOTES

1. REMOVE ALL ABANDONED PUMPS AND PIPING WITHIN WELL HOUSE UNDER

FLOOR SPACE.

2. CAP ALL OPEN ENDED PIPING PENETRATING THE EXISTING FOUNDATION WALL

WITH CODE COMPLIANT PIPE FITTINGS

3. EXISTING WELL PUMP IS A GOULDS 10HS07422C, 3/4 HORSEPOWER WITH TWO

WIRE CONNECTION. SALVAGE EXISTING WELL PUMP CONTROLLER FOR REUSE

AND REINSTALLATION. PRIOR TO REMOVAL, CONTRACTOR SHALL TAKE PHOTOS

AND SUBMIT TO PROJECT MANAGER DOCUMENTING EXISTING CONTROLLER

CONDITIONS.

4. DISPOSE OF HALON PRIMER CHARGE AND HALON IN ACCORDANCE WITH EPA

REGULATIONS. DISCHARGE TO ATMOSPHERE IS PROHIBITED.

5. PROJECT WORK WILL BE PHASED. REFER TO DIV 01 SPECIFICATIONS FOR

PHASING REQUIREMENTS AND TEMPORARY FACILITIES TO SUPPORT THE

EXISTING USERS AND SITE.

M100 NO SCALE

1 WELL HOUSE DEMOLITION PLAN

M100 NO SCALE

3 WELL HOUSE UNDER FLOOR DEMOLITION DETAIL

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DOMESTIC COLD WATER TO BUILDING

FIXTURES AND EQUIPMENT

BUILDING FINISHED

FLOOR

PROVIDE ACCESS PANEL WHERE VALVES

ARE CONCEALED WITHIN AN INTERIOR WALL

ARCTIC PIPE SYSTEM

PROVIDE ELECTRIC HEAT TRACE POWERED

FROM BUILDING SERVED BY WATER LINE

CHECK VALVE WITH BACK PRESSURE RELIEF

LABEL VALVE WITH "BUILDING COLD WATER

SHUTOFF VALVE" IN MINIMUM 1/8" HIGH TEXT

SEAL FLOOR PENETRATION AIRTIGHT

SECURE PIPES AND VALVES TO STRUCTURE

SEE ELECTRICAL FOR ADDITIONAL

HEAT TRACE REQUIREMENTS

PROVIDE LIGHTED END SEAL ON

WELL HOUSE END OF HEAT TRACE

ROUTE HEAT TRACE THROUGH CHANNEL

WITHIN ARCTIC PIPE INSULATION

EXTEND SERVICE PIPE ABOVE FLOOR

SERVICE PIPE

EXTEND WELL CASING AND RISER TO MINIMUM 12" ABOVE

FLOOD ELEVATION, MATCH EXISTING MATERIALS

3/4" CW TO EXTERIOR EXISTING HOSE BIBBS

HEADQUARTERS OFFICE BUILDING

ANNEX OFFICE

LOG OFFICE

EXISTING BURIED WATER SERVICE ARCTIC PIPE

SEWER LINE ARCTIC BOX

EXISTING SEWER ARCTIC BOX

EXISTING CRAWLSPACE

SOIL SURFACE

SLEEVE WELL CASING WITH STEEL PIPE, FILL ANNULAR

SPACE WITH CEMENT GROUT OR BENTONITE CLAY

FIT WELL CASING WITH SANITARY SEAL, WATERTIGHT

CAP WITH SCREENED VENT, MONITOR 6WPSM OR EQUAL

EXTEND EXISTING ARCTIC PIPING AND HEAT

TRACE ABOVE FINISHED FLOOR, OFFSET

EXTENSION HORIZONTALLY AS NEEDED

M200

EXTEND ARCTIC PIPING ABOVE WELL

HOUSE FINISHED FLOOR

SEE CIVIL DRAWINGS FOR ROUTING AND DETAILS

FOR BURIED WATER SERVICE ARCTIC PIPING

PS

40/60 PSI

PRESSURE

SWITCH

EXISTING GRADE SURFACE

3/4" CW

ELECTRIC HEAT TRACE SERVED FROM LOG OFFICE,

PROVIDE LIGHTED END SEAL IN WELL HOUSE

EXISTING SCHEDULE 40 STEEL

WELL CASING

COLD WATER UP TO LOG OFFICE

BACKFILL TO 6" BELOW BOTTOM

OF EXISTING FLOOR JOISTS

EXTEND SLEEVE TO MINIMUM 24" BELOW

EXISTING CRAWLSPACE SOIL SURFACE

EXTEND SLEEVE TO MINIMUM

12" ABOVE FINISHED FLOOR

REINSTALL EXISTING

PRESSURE TANK AND STAND

PROVIDE HIGH FLOW FILTER

HOUSING AND 4.5" DIAMETER,

1 MICRON FILTER, PENTAIR

BIG CLEAR #10 OR EQUAL

1" CW

3/4" CW

3/4" CW

1" CW

PROVIDE 1-1/2", 16GA, STRAP. INSTALL AT THIRD

POINTS AND SECURE TO EXISTING WALL W/ 1-5/8"

CHANNEL STRUT ANCHORED TO MIN 3 STUDS

ET-2

HEADQUARTERS

ARCTIC PIPE

WELL

LOG OFFICE

ARCTIC PIPE

TWO FROST FREE

HOSE BIBBS

ELECTRICAL PANEL

ECUH-1

REINSTALL EXISTING WELL

PUMP CONTROLLER

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/30/2025 1:37:01 PM

MPC

ERM

SITE DOMESTIC

WATER SYSTEM

DIAGRAMS AND

DETAILS

M200

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

HEADQUARTERS OFFICE BUILDING

ANNEX OFFICE

LOG OFFICEWELL HOUSE

KEYPLAN

A

B

C

GENERAL NOTES

1. PROTECT THROUGH CONSTRUCTION OF NEW WELL HOUSE THE EXISTING WELL

AND THE ARCTIC PIPE SERVING THE HEADQUARTERS OFFICE BUILDING.

2. EXISTING WELL PUMP IS LOCATED APPROXIMATELY SIXTY FEET BELOW EXISTING

WELL HEAD. REMOVE EXISTING PUMP AND PROVIDE NEW ELECTRICAL

CONDUCTORS AND RISER PIPE TO MATCH EXTENDED WELL CASING.

3. NEW AND EXISTING SERVICE LINE PIPING TO BE HYDROSTATICALLY PRESSURE

TESTED AND DISINFECTED, PER SPECIFICATION 33 11 00. TEST WATER AT

HEADQUARTERS OFFICE BUILDING LAVATORY, ANNEX LAVATORY, AND LOG

OFFICE LAVATORY FOR BACTERIOLOGICAL TESTING PER PROJECT

SPECIFICATIONS.

4. PROJECT WORK WILL BE PHASED. REFER TO DIV 01 SPECIFICATIONS FOR

PHASING REQUIREMENTS AND TEMPORARY FACILITIES TO SUPPORT THE

EXISTING USERS AND SITE.

M200 NO SCALE

2 TYPICAL BUILDING WATER SERVICE AND SERVICE CIRCULATION DETAIL

M200 NO SCALE

1 SITE DOMESTIC WATER SYSTEM PIPING DIAGRAM

M200 1/2" = 1'-0"

3 WELL HOUSE FLOOR PLAN

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WASTE LINE W/IN ARCTIC PIPE, ROUTE ABOVE GRADE

BELOW STRUCTURE, PLACE ON PRESSURE TREATED

CRIBBING

SLOPE WASTE LINE ARCTIC

PIPE BELOW GRADE

BUILDING WATER ENTRANCE ABOVE FLOOR

M200

M201

COLD WATER SERVICE

ARCTIC PIPE

CONNECT TO EXISTING

COLD WATER

ARCTIC BOX HOUSING VERTICAL OFFSET, SIMILAR

TO HEADQUARTERS OFFICE BUILDING

CONNECT TO EXISTING SEWER BELOW GRADE

M200

CLEANOUT CAP

GRADE

ARCTIC PIPE ON SLEEPERS

BENEATH BUILDING

UNDERFLOOR SOFFIT

FINISHED FLOOR

BUILDING COLD WATER

SERVICE PIPING

SLEEPERS, MAXIMUM 6' ON CENTER

PROVIDE EPDM FLASHING TO SEAL

ARCTIC PIPE TO SOFFIT

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

NATIONAL SYSTEM OF PUBLIC LANDS

9/30/2025 1:37:02 PM

MPC

ERM

LOG OFFICE

MECHANICAL

PLAN

M201

GFO FLOOD

DAMAGE REPAIR

902301

30 SEP 2025

M201 1/4" = 1'-0"

1 LOG OFFICE MECHANICAL PLAN

HEADQUARTERS OFFICE BUILDING

ANNEX OFFICE

LOG OFFICEWELL HOUSE

KEYPLAN

M201 NO SCALE

2 LOG OFFICE WATER SERVICE ARCTIC PIPE DETAIL

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EXISTING 3/4" COLD WATER WITHIN

ARCTIC PIPE BELOW GRADE

M202

PROVIDE CW EXTENSION TO

ACCOMMODATE BUILDING LEVELING

M202

(E) BURIED FUEL OIL SUPPLY LINE

EXISTING WASTE PIPE ENCLOSURE,

ADD EXTENSION OF WASTE PIPING

EXISTING COLD WATER UP WITHIN

INTERIOR WALL TO FIXTURES

PROVIDE SINGLE WALL FUEL OIL PIPE EXTENSION ABOVE GRADE

WITH JOG IN PIPING TO ALLOW FUTURE FOUNDATION ADJUSTMENT

COLD WATER WITHIN FLOOR ASSEMBLY TO HOSE BIBB

WELL WATER UP TO MANIFOLD

EXISTING BOILER

COLD WATER TO HUMIDIFIER

M202

EXISTING WELL WATER WITHIN FLOOR ASSEMBLY

GRADE

FINISHED FLOOR

EXTEND ARCTIC PIPE TO SUPPORT BUILDING

ELEVATION CHANGE, MATCH EXISTING HDPE

ARCTIC PIPE TYPE AND INSULATION THICKNESS

UNDERFLOOR SOFFIT

UP TO EXISTING COLD WATER MANIFOLD

PROVIDE EPDM FLASHING TO

SEAL ARCTIC PIPE TO SOFFIT

EXISTING COLD WATER

ARCTIC PIPE

EXISTING BUILDING WASTE PIPING,

RAISED WITH HQ OFFICE

EXISTING WASTE ARCTIC PIPING WITH

HEAT TRACE AT GRADE

PROVIDE CAST IRON WASTE PIPING

WITH NO-HUB COUPLINGS

EXIS…