B08_ATT_3_902101_Final_11x17_Drawings_08-10-2021.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

VICINITY MAP

PROJECT

LOCATION

GAFFNEY ROAD

2N

D S

TR

EE

T

M

AR

KS

R

O

AD

FR

EE

M

AN

R O

AD

BLDG 1541

CONTRACTOR

STAGING AREA

RESTRICTED ZONE

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

PROJECT TEAM

OWNERS REPRESENTATIVE

BUREAU OF LAND MANAGEMENT

POINT OF CONTACT: RODD MORETZ

222 UNIVERSITY AVE

FAIRBANKS, AK 99709

907-474-2202 rmoretz@blm.gov

DESIGNERS REPRESENTATIVE

DESIGN ALASKA

JAMES BARTLETT

601 COLLEGE ROAD

FAIRBANKS, AK 99701

907 452-1241 jamesb@designalaska.com

ALTERNATES

BASE BID

ALL WORK IS BASE BID UNLESS NOTED OTHERWISE

BID ALTERNATE 1

FREE STANDING METAL CANOPY

CONCRETE CANOPIES ROOF MEMBRANE

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/29/2021 10:02:54 AM

GENERAL

INFORMATION

G001

AFS BUILDING 1541 ROOF REPLACEMENT

FORT WAINWRIGHT, AK

BUREAU OF LAND MANAGEMENT

ARCHITECTURAL

A001 ARCHITECTURAL INFORMATION

A100 DEMOLITION PLAN - ROOF - NORTH

A101 DEMOLITION PLAN - ROOF - SOUTH

A200 RENOVATION PLAN - ROOF - NORTH

A201 RENOVATION PLAN - ROOF - SOUTH

A300 EXTERIOR ELEVATION - NORTH

A310 EXTERIOR ELEVATION - SOUTH

A500 EXTERIOR DETAIL - ASSEMBLY TYPE

A510 EXTERIOR DETAIL - TYPICAL

A511 EXTERIOR DETAIL

A512 EXTERIOR DETAIL

A530 EXTERIOR DETAIL - PARAPET

A590 BID ALTERNATE 1 - EXTERIOR DETAIL - CANOPY

A900 SCHEDULE AND TYPE - MATERIAL

GENERAL

G001 GENERAL INFORMATION

MECHANICAL

M001 MECHANICAL ABBREVIATIONS, LEGENDS, AND SCHEDULES

M100 NORTH ROOF PLUMBING DEMOLITION PLAN

M101 SOUTH ROOF PLUMBING DEMOLITION PLAN

M201 NORTH ROOF PLUMBING PLAN

M202 SOUTH ROOF PLUMBING PLAN

M211 2ND FLOOR PIPING PLAN AND DETAILS

ELECTRICAL

E001 LEGEND, PLANS, AND NOTES

CONCRETE

EARTH

GYPSUM

RIGID INSULATION

MASONRY CONCRETE

PLYWOOD

MATERIAL LEGEND

BATT INSULATION

EXISTING

CONSTRUCTION

NO ARCHITECTURAL WORK

THIS AREA

RIGID MINERAL FIBER

BATT/BLOWN INSULATION

MASONRY BRICK

TEMPORARY

CONSTRUCTION

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

1t

BUILDING SECTION

DETAIL NUMBER

SHEET LOCATION

SIMILAR

WALL SECTION

WINDOW TYPE

ROOM AREA

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

1/4" / 1'-0"

.SPOT SLOPE

101ROOM NUMBER

A

A101

SIM

A101

SIM

101A

1. SEE OTHER DISCIPLINES FOR ADDITIONAL ABBREVIATIONS.

2. SEE GENERAL SHEETS FOR CODE ABBREVIATIONS.

3. SEE ASSEMBLY TYPES FOR HYPHENATED ASSEMBLY TAGS

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

4. SEE MATERIAL SCHEDULE FOR HYPHENATED MATERIAL TAGS

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

5. SEE ROOM AND DOOR SCHEDULE FOR SPECIFIC RELEVANT

ABBREVIATIONS.

6. SOME ABBREVIATIONS LISTED BELOW MAY NOT BE USED IN

THIS PROJECT.

(E) EXISTING

ADA AMERICAN DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

ELEC ELECTRICAL

FV FIELD VERIFY

GA GYPSUM ASSOCIATION

GYP GYPSUM BOARD

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

ITSP INSULATED TRANSLUCENT SANDWICH PANEL

MAX MAXIMUM

MECH MECHANICAL

MFSD MANUFACTURER'S STANDARD

MIN MINIMUM

NIC NOT IN CONTRACT

OC ON CENTER

OD OVERFLOW DRAIN

OFOI OWNER FURNISHED OWNER INSTALLED

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OSB ORIENTED STRAND BOARD

OTS OPEN TO STRUCTURE

PLY PLYWOOD

RD ROOF DRAIN

SIP STRUCTURAL INSULATED PANEL

SPEC SPECIFICATION

STC SOUND TRANSMISSION CLASS

STRUC STRUCTURAL

TBD TO BE DETERMINED

TYP TYPICAL

UL UNDERWRITERS LABORATORY

VTR VENT THROUGH ROOF

ARCHITECTURAL STANDARD ABBREVIATIONS

ARCHITECTURAL PROJECT SPECIFIC ABBREVIATIONS

SWS SLOPE WITH STRUCTURE

SWI SLOPE WITH INSULATION

WX-3A

WALL ASSEMBLY CATEGORY - FUNCTION

WALL FRAMING MEMBER SIZE

WALL ASSEMBLY MODIFIER

WALL ASSEMBLY CATEGORY - FUNCTION

PROJECTS MAY NOT INCLUDE ALL ASSEMBLY CATEGORIES.

WF WALL - FOUNDATION

WP WALL - PARAPET

WR WALL - RETAINING

WX WALL - EXTERIOR

WALL FRAMING MEMBER SIZE

ASSEMBLIES MAY NOT INCLUDE A FRAMING MEMBER SIZE.

FURRING AND METAL STUDS

0 7/8" FURRING CHANNELS

1 1 5/8" METAL STUDS

2 2 1/2" METAL STUDS

3 3 5/8" METAL STUDS

4 4" METAL STUDS

6 6" METAL STUDS

8 8" METAL STUDS

SHAFT WALLS

2 2 1/2" METAL CH STUDS

4 4" METAL CH STUDS

6 4" METAL CH STUDS

WOOD STUDS

4 2x4 WOOD STUDS 6 2x6 WOOD STUDS 8 2x8 WOOD STUDS

CMU

2 1 5/8" CMU

4 3 5/8" CMU

6 5 5/8" CMU

8 7 5/8" CMU

10 9 5/8" CMU

12 11 5/8" CMU

CONCRETE

# CONCRETE THICKNESS

WALL ASSEMBLY MODIFIER

LETTERS A THRU Z REPRESENT DESCRIPTIONS OF ASSEMBLY

TYPES. THE BELOW ARE COMMONLY USED EXAMPLES SEE

ASSEMBLY TYPES FOR ADDITIONAL INFORMATION. SEE

ASSEMBLY TYPES FOR ADDITIONAL MODIFIERS.

A TYPICAL

F FIRE RATED

ASSEMBLY TAG LEGEND - WALL EXTERIOR

R-A1

ROOF ASSEMBLY CATEGORY - FUNCTION

ROOF ASSEMBLY MODIFIER

ROOF ASSEMBLY CATEGORY - FUNCTION

R ROOF

RS ROOF - SOFFIT

ROOF MATERIAL DESIGNATION

LETTERS A THRU Z REPRESENT DESCRIPTIONS OF

ASSEMBLY TYPES. THE BELOW ARE COMMONLY USED

EXAMPLES. SEE ASSEMBLY TYPES FOR ADDITIONAL

DESIGNATIONS.

A ASPHALT

B BITUMINOUS

E EPDM

G GREEN

M METAL

ROOF ASSEMBLY MODIFIER

NUMBERS REPRESENT DESCRIPTIONS OF ASSEMBLY

TYPES. THE BELOW ARE COMMONLY USED EXAMPLES.

SEE ASSEMBLY TYPES FOR ADDITIONAL MODIFIERS.

1 TYPICAL

ASSEMBLY TAG LEGEND - ROOF

ROOF MATERIAL DESIGNATION

BUILDING ENVELOPE LEGEND

SEE EXTERIOR ASSEMBLY TYPES, EXTERIOR DETAILS,

MATERIAL SCHEDULE, AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION. PROJECTS MAY NOT INCLUDE

ALL BUILDING ENVELOPE CATEGORIES.

DIRECTION

OF DRYING

BE-1 OR 2: FOUNDATION MEMBRANE

BE-4: INTERIOR AIR/VAPOR BARRIER

BE-5 OR 6: EXTERIOR AIR/WATER BARRIER

BE-7,8, OR 9: ROOF UNDLERLAY

BUILDING ENVELOPE COMPONENT

BUILDING ENVELOPE METAL FLASHING

DESCRIBES THE DIRECTION OF AIRFLOW IN A

VENTED OR VENTILATED ASSEMBLY

DESCRIBES THE DIRECTION AN ASSEMBLY

WILL DRY. PERMEABLE MATERIALS REQUIRED

TO DRY AS SHOWN

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

U.

ARCHITECTURAL NOTES CONVEY INTENT OF WORK

COMPRISING THE ENTIRE ARCHITECTURAL DISCIPLINE.

SHEET NOTES CONVEY INTENT OF 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 INTENDED

TO CONVEY THE QUANTITATIVE EXTENT AND

RELATIONSHIP BETWEEN ELEMENTS.

SPECIFICATIONS ARE WRITTEN REPRESENTATIONS

INTENDED TO CONVEY 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.

PROVIDE CONSTRUCTION IN COMPLIANCE WITH OSHA.

COORDINATE ARCHITECTURAL WORK WITH

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.

FIELD VERIFY DIMENSIONS SHOWN TO EXISTING

CONSTRUCTION PRIOR TO WORK. NOTIFY ARCHITECT

WHERE DISCREPANCIES ARE DISCOVERED.

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 '+/-' ARE INTENDED TO

BRING THE CONTRACTORS ATTENTION TO AREAS WITH

FLEXIBILITY GREATER THAN ADJACENT AREAS NOT

OTHERWISE INDICATED.

SEE SPECIFICATIONS FOR ALLOWABLE TOLERANCES.

CONFIRM MANUFACTURERS INSTRUCTIONS CONFORM TO

SPECIFIED TOLERANCES.

SEE DETAILS FOR DIMENSION AND LEVEL REFERENCE

POINTS.

ARCHITECTURAL NOTES

A001

THIS REFERENCE IS INTENDED TO ASSIST WITH THE 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 ARCHITECTURAL INFORMATION

A1 SHEETS ARCHITECTURAL DEMOLITION

A2 SHEETS FLOOR AND ROOF PLANS

A3 SHEETS EXTERIOR ELEVATIONS

A4 SHEETS SECTIONS AND VERTICAL CIRCULATION (NOT USED)

A5 SHEETS EXTERIOR DETAILS AND ASSEMBLIES

A9 SHEETS SCHEDULES

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

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:46 PM

JB

JAC

ARCHITECTURAL

INFORMATION

A001

1 1/2" = 1'-0"A001

1 INTERIOR FRAMING DETAIL - DIMENSION REFERENCE POINT CONVENTIONS

A.

B.

C.

CONSTRUCTION DOCUMENTS ARE GENERALIZED TO

DESCRIBE INTENT OF DEMOLITION WORK. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING SPECIFIC DEMOLITION WORK

REQUIRED TO ACCOMMODATE NEW WORK.

SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL

DOCUMENTS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

ROOF ASSEMBLY; REMOVE BUILT UP ROOF ASSEMBLY TO

FACE OF DECK. THIS INCLUDES BUT IS NOT LIMITED TO

MEMBRANES, UNDERLAYMENT, INSULATION, FLASHING,

DRAINS, SCUPPERS, SIDING, ACCESSORIES, VENTILATORS,

CURBS, PARAPET WALLS, EQUIPMENT, AND ROOF DRAINS.

DEMOLITION NOTES

DEMOLITION LEGEND

EXISTING CONSTRUCTION

EXTERIOR WORK;

FOR WORK WITHIN AREA INDICATED

BY HATCH PATTERN, REMOVE

MATERIAL NOT REUSED IN NEW

CONSTRUCTION. THIS INCLUDES

BUT IS NOT LIMITED TO PAVERS,

MEMBRANES, UNDERLAYMENT,

INSULATION, FLASHING, METAL

ROOF PANELS, PLYWOOD DECKING,

ROOF TRUSSES, ABANDONED

CHIMNEY STACK, SEISMIC JOINT,

EQUIPMENT, AND ROOF DRAINS.

NO ARCHITECTURAL WORK THIS AREA

KEYNOTES

ANTENNA TO REMAIN IN OPERATION FOR DURATION OF

CONSTRUCTION.

REMOVE ROOF CURB MOUNTED EQUIPMENT AND

SALVAGE FOR REINSTALLATION.

EXISTING VENT THROUGH ROOF TO REMAIN.

ABANDONED ANTENNA TO BE REMOVED BY OTHERS

PRIOR TO CONSTRUCTION.

ROOF PLAN LEGEND

EXISTING OVERFLOW ROOF DRAIN (OD)

EXISTING ROOF DRAIN (RD)

VENT THROUGH ROOF (VTR) TO REMAIN

CURB MOUNTED MECHANICAL

EQUIPMENT TO REMAIN

1 2 3 4 5 6 7

A

B

C

D

E

F

4 4 4

24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

'-0

'-0

'-0

'-0

'-0

5'-4" +/-

5' -1

0"

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:46 PM

JB

JSB

DEMOLITION PLAN

- ROOF - NORTH

A100KEYPLAN

C

A B

D

1/8" = 1'-0"A100

1 DEMOLITION PLAN - ROOF NORTH

8 9 10 11 12 13 14 15 16 17 18 19

F

G

H J

K

L

M

N

O

P

'-0

'-0

1' -2

9' -3

9'

-3

9' -3

9'

-3

'-6

'-6

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0"

9 9

A. SEE A100 FOR DEMOLITION NOTES.

DEMOLITION NOTES

DEMOLITION LEGEND

EXISTING CONSTRUCTION

EXTERIOR WORK;

FOR WORK WITHIN AREA INDICATED

BY HATCH PATTERN, REMOVE

MATERIAL NOT REUSED IN NEW

CONSTRUCTION. THIS INCLUDES

BUT IS NOT LIMITED TO PAVERS,

MEMBRANES, UNDERLAYMENT,

INSULATION, FLASHING, METAL

ROOF PANELS, PLYWOOD DECKING,

ROOF TRUSSES, ABANDONED

CHIMNEY STACK, SEISMIC JOINT,

EQUIPMENT, AND ROOF DRAINS.

NO ARCHITECTURAL WORK THIS AREA

ROOF PLAN LEGEND

EXISTING OVERFLOW ROOF DRAIN (OD)

EXISTING ROOF DRAIN (RD)

VENT THROUGH ROOF (VTR) TO REMAIN

CURB MOUNTED MECHANICAL

EQUIPMENT TO REMAIN

KEYNOTES

REMOVE EXISTING POWER HEAD PENETRATIONS AND

VENT PIPING TO BELOW ROOF SHEATHING. PATCH AND

REPAIR ROOF. PREPARE FOR INSTALLATION OF ROOF

ASSEMBLY INDICATED.

REMOVE ROOF CURB MOUNTED EQUIPMENT AND

SALVAGE FOR REINSTALLATION.

EXISTING VENT THROUGH ROOF TO REMAIN.

REMOVE EXISTING CONCRETE STACK TO BELOW DECK

AND INFILL METAL DECKING.

REMOVE SEISMIC JOINT.

REMOVE SLOPED METAL ROOF ASSEMBLY TO TOP OF

DECKING.

EXISTING CONCRETE CANOPY TO REMAIN, PREPARE

SURFACES TO RECEIVE FINISHES AS SCHEDULED.

BID ALTERNATE 1

DORMER TO REMAIN

CORE DRILL EXISTING CONCRETE WALL AS REQUIRED TO

ACCOMMODATE OVERFLOW RAIN LEADER (ORL).

SEE M211.

REMOVE ROOF CURB TO FACE OF DECK AND PATCH

METAL DECK.

REMOVE VENT TO FACE OF DECK AND PATCH METAL

DECK.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:49 PM

JB

JSB

DEMOLITION PLAN

- ROOF - SOUTH

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

1 DEMOLITION PLAN - ROOF SOUTH

KEYPLAN

C

A B

D

ROOF PLAN LEGEND

METAL PANEL ROOF (R-M2)

OVERFLOW ROOF DRAIN

ROOF DRAIN

EXISTING VENT THROUGH ROOF (VTR)

SLOPE WITH INSULATION

SLOPE WITH STRUCTURE

FALL PROTECTION GUARDRAIL

FALL PROTECTION SAFETY CABLE

SYSTEM

1/4" : 1'-0"

SWI

SWS

1/4" : 1'-0"

A510

A510

1 2 3 4 5 6 7

A

B

C

D

E

F

SWISWI

SWISWI

SWSSWS

SWS SWS

SWS SWS

A300

A300

A300

24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

'-0

'-0

'-0

'-0

'-0

WX-M1

WX-M1

WX-M1

SWS

3 A590

5'-4" +/-

5' -1

0"

KEYNOTES

ANTENNA TO REMAIN.

REINSTALL ROOF MOUNTED EQUIPMENT.

PROVIDE METAL ROOF ASSEMBLY.

BID ALTERNATE 1

PROVIDE 42" FALL PROTECTION GUARDRAIL.

PROVIDE FALL PROTECTION SAFETY CABLE SYSTEM.

LOCATE SYSTEM 6'-0" FROM ROOF PARAPET.

PROVIDE PARAPET WALL TO ACCOMMODATE CHANGES

IN ROOF INSULATION THICKNESS.

A530

ROOF PLAN NOTES

A.

B.

C.

D.

SEE A0 SHEETS FOR ABBREVIATIONS, LEGENDS, SHEET

SEQUENCE, AND GENERAL NOTES FOR ARCHITECTURAL

WORK.

SEE OVERALL PLANS AND ENLARGED PLANS FOR

ADDITIONAL INFORMATION.

LOCATE DOORS MAINTAINING 4" CLEAR FROM THE WALL

FINISH TO THE HINGE SIDE FACE OF FRAME UNLESS

NOTED OTHERWISE.

SEE DETAIL FOR

DIMENSION REFERENCE

POINT CONVENTIONS. 1

A001

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:51 PM

JB

JSB

RENOVATION

PLAN - ROOF -

NORTH

A200KEYPLAN

C

A B

D

1/8" = 1'-0"A200

1 ROOF PLAN - NORTH

A310

1 2 3

8 9 10 11 12 13 14 15 16 17 18 19

F

G

H J

K

L

M

N

O

P

SWI

SWI

SWI

SWS

A310

SWS SWS

SWI

SWI

SWI

SWI SWI

SWI

16" 16"

A3103

A310

'-0

'-0

1' -2

9' -3

9'

-3

9' -3

9'

-3

'-6

'-6

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0"

1/4" : 1'-0"1/4" : 1'-0"

22'-0"

6' -0

2'-0 3/8"

4' -0

4'-0"

A512

A512

A512

A512

A512

1'-4" +/-

7' -0

ROOF PLAN NOTES

A. SEE A200 FOR ROOF PLAN NOTES.

KEYNOTES

NOT USED

REINSTALL ROOF MOUNTED EQUIPMENT.

PROVIDE SEISMIC JOINT.

PROVIDE METAL ROOF ASSEMBLY.

PROVIDE 42" FALL PROTECTION GUARDRAIL.

PROVIDE FALL PROTECTION SAFETY CABLE SYSTEM.

EPDM ROOF ASSEMBLY.

BID ALTERNATE 1.

NOT USED.

PROVIDE SNOWGUARDS. GUARDS ARE SHOWN

GRAPHICALLY. CONTRACTOR TO CALCULATE REQUIRED

NUMBER OF ROWS.

A512 4

A500

A530

A510

A500

ROOF PLAN LEGEND

METAL PANEL ROOF

OVERFLOW ROOF DRAIN

ROOF DRAIN

EXISTING VENT THROUGH ROOF (VTR)

SLOPE WITH INSULATION

SLOPE WITH STRUCTURE

FALL PROTECTION GUARDRAIL

FALL PROTECTION SAFETY CABLE

SYSTEM

1/4" : 1'-0"

SWI

SWS

1/4" : 1'-0"

A510

A510

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:53 PM

JB

JSB

RENOVATION

PLAN - ROOF -

SOUTH

A201 1/8" = 1'-0"A201

1 ROOF PLAN - SOUTH

KEYPLAN

C

A

EXTERIOR ELEVATION NOTES

B.

C.

D.

EXTERIOR ELEVATIONS ARE INTENDED TO SHOW

EXTERIOR FINISHES, OPENING TYPES, AND CALLOUTS OF

EXTERIOR ENVELOPE PENETRATIONS.

SEE MATERIAL SCHEDULE FOR EXTERIOR FINISHES.

SEE ELECTRICAL FOR EXTERIOR MOUNTED ITEMS.

PROVIDE TREATED BLOCKING, ATTACH TO PRIMARY

FRAMING MEMBER, AND WEATHER SEAL AS REQUIRED.

SEE MECHANICAL FOR EXTERIOR PENETRATIONS

INCLUDING BUT NOT LIMITED TO LOUVERS, FLUES, AND

UTILITIES. PROVIDE TREATED BLOCKING, ATTACH TO

PRIMARY FRAMING MEMBER, AND WEATHER SEAL AS

REQUIRED.

EXTERIOR FINISH LEGEND

VERTICAL SIDING

CONCRETE WALL

EXISTING

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

PENTHOUSE

23'-4"

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

BCDE

CANOPY INCLUDED IN

BID ALTERNATIVE 1

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

5 6 7

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:54 PM

JB

JAC

EXTERIOR

ELEVATION -

NORTH

A300

1/8" = 1'-0"A300

1 EXTERIOR ELEVATION - NORTH WING - NORTH

1/8" = 1'-0"A300

2 EXTERIOR ELEVATION - NORTH WING - EAST

1/8" = 1'-0"A300

3 EXTERIOR ELEVATION - NORTH WING - SOUTH

EXTERIOR ELEVATION NOTES

A. SEE A300 FOR EXTERIOR ELEVATION NOTES.

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

CANOPY INCLUDED IN

BID ALTERNATIVE 1

EXTERIOR FINISH LEGEND

VERTICAL SIDING

CONCRETE WALL

EXISTING

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

8 9 10 11 12 13 14 15 16 17 18 19

CANOPY INCLUDED IN

BID ALTERNATIVE 1

CANOPY INCLUDED IN BID

ALTERNATIVE 1

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

141516171819

1ST FLOOR

0"

2ND FLOOR

12'-9 1/2"

JKLMNOP

CANOPY INCLUDED IN

BID ALTERNATIVE 1

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:56 PM

JB

JAC

EXTERIOR

ELEVATION -

SOUTH

A310

1/8" = 1'-0"A310

1 EXTERIOR ELEVATION - NORTH - 1

1/8" = 1'-0"A310

4 EXTERIOR ELEVATION - SOUTH

1/8" = 1'-0"A310

2 EXTERIOR ELEVATION - NORTH - 2

1/8" = 1'-0"A310

3 EXTERIOR ELEVATION - EAST

B.

C.

D.

E.

F.

G.

A.

A.

A.

B.

A.

B.

C.

D.

E.

1 - TYPICAL

ASSEMBLIES ARE DIAGRAMS ONLY, DO NOT SCALE.

ASSEMBLIES ARE INTENDED TO DESCRIBE MATERIALS AND

THEIR RELATIONSHIP WITHIN A GIVEN CEILING, FLOOR, ROOF,

OR WALL. PENETRATIONS, JOINTS, FINISHES, AND

INTERSECTIONS BETWEEN ASSEMBLIES ARE NOT SHOWN.

SEE A0 SHEETS FOR ARCHITECTURAL NOTES, SHEET

SEQUENCE, AND ASSEMBLY TAG LEGENDS.

SEE A2 SHEETS FOR FLOOR PLAN ASSEMBLY LOCATIONS.

SEE A4 SHEETS FOR SECTION ASSEMBLY LOCATIONS.

SEE A5 SHEETS FOR EXTERIOR DETAILS.

SEE A9 SHEETS FOR ROOM SCHEDULE CEILING ASSEMBLY

LOCATIONS.

2 - FRAMING

SEE STRUCTURAL FOR STUD SIZE AND SPACING AT

EXTERIOR, LOAD BEARING, AND STRUCTURAL WALLS.

3 - SHEATHING

SEE STRUCTURAL FOR SHEATHING REQUIREMENTS.

4 - EXTERIOR FINISHES

SEE A3 SHEETS FOR EXTERIOR FINISHES.

SEE MATERIAL SCHEDULE FOR FINISH INFORMATION.

7 - BUILDING ENVELOPE

SEE SPEC DIVISION 07 AND RELATED SPEC SECTIONS.

SEE A001 FOR BUILDING ENVELOPE LEGEND.

BARRIER / RETARDER CONTINUITY IS CRITICAL FOR THE

PERFORMANCE AND DURABILITY OF THE ASSEMBLY.

FLASHING, SEALING, AND INSULATING TRANSITION SPACES

ARE CRITICAL COMPONENTS OF WATER, AIR, AND THERMAL

BARRIER CONTINUITY.

WATER RESISTIVE BARRIER COMPONENTS MUST BE

INSTALLED IN A SHINGLE FASHION (WEATHER LAPPED),

FROM FOOTING TO ROOF, WITH SUFFICIENT OVERLAP AND

NO EXPOSED CORNERS. AVOID TRAPPING MOISTURE IN

TIGHT SPACES OR CREATING FLAT HORIZONTAL AREAS THAT

CAN COLLECT WATER.

EXTERIOR ASSEMBLY NOTES

EXTERIOR WALL - PARAPET EXTENSIONWP-A1

INTERIOR EXTERIOR

LAP STEEL SIDING

BE-5

PLYWOOD SHEATHING PER STRUCTURAL

FULL DEPTH BATT INSULATION

PLYWOOD SHEATHING PER STRUCTURAL

EPDM-1

EXISTING METAL DECK TO

REMAIN

DECK BOARD

CONTINUOUS BE-7

MULTI LAYERED INSULATION R-43.

JOINTS STAGGERED

MINIMUM 5" AT ROOF DRAINS

INSULATION COVER BOARD

EPDM AS SPECIFIED

EXISTING CONCRETE DECK

TO REMAIN

DECK BOARD

CONTINUOUS BE-7

MULTI LAYERED INSULATION R-43.

JOINTS STAGGERED

MINIMUM 5" AT ROOF DRAINS

INSULATION COVER BOARD

EPDM AS SPECIFIED

CONCRETE DECK

EPDM AS SPECIFIED

EXISTING ROOF DECKING

STANDING SEAM METAL

ROOFING

BE-7

METAL DECKING PER A590

STANDING SEAM METAL

ROOFING

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:57 PM

JB

JAC

EXTERIOR DETAIL

- ASSEMBLY TYPE

A500

BUILDING ENVELOPE INDEX

TYPE BASIS OF DESIGN - PER MATERIAL SCHEDULE

BE-5 WALLSHIELD IT

BE-7 SLOPE SHIELD PLUS SA

A500

1 R-E1 ROOF ASSEMBLY - METAL DECK

A500

2 R-E2 ROOF ASSEMBLY - CONCRETE DECK

A500

3 R-C1 ROOF ASSEMBLY - CANOPY (BID ALTERNATE 1)

A500

4 R-M1 ROOF ASSEMBLY - METAL PANELS

A500

5 R-M2 ROOF ASSEMBLY - METAL PANELS (BID ALTERNATE 1)

EXTERIOR DETAIL NOTES

B.

C.

D.

E.

F.

G.

SEE A0 SHEETS FOR NOTES AND LEGENDS.

EXTERIOR DETAILS ARE INTENDED TO SHOW BUILDING

ENVELOPE LAYER CONTINUITY AT TRANSITIONS.

CONSTRUCTION COMPONENTS MAY BE SIMPLIFIED OR

OMITTED FOR CLARITY.

SEE ELECTRICAL FOR EXTERIOR MOUNTED ITEMS,

INCLUDING, BUT NOT LIMITED TO LIGHTING,

RECEPTACLES, SENSORS, SIGNAGE, ANTENNAE, PANELS,

CONDUIT, AND JUNCTION BOXES. PROVIDE TREATED

BLOCKING, ATTACH TO PRIMARY FRAMING MEMBER, AND

WEATHER SEAL.

SEE MECHANICAL FOR EXTERIOR PENETRATIONS

INCLUDING BUT NOT LIMITED TO LOUVERS, DUCTS, PIPES,

FLUES, HOSE BIBBS, AND UTILITIES. PROVIDE TREATED

BLOCKING, ATTACH TO PRIMARY FRAMING MEMBER, AND

WEATHER SEAL.

PROVIDE PRE-FINISHED METAL FLASHING UNLESS NOTED

OTHERWISE. PERFORATE AT VENTED ASSEMBLIES.

PROVIDE TREATED 2x WOOD BLOCKING AT ROUGH

OPENINGS UNLESS NOTED OTHERWISE.

PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT

WINDOW, DOOR, AND OTHER OPENINGS AT HEAD, JAMB,

AND SILL CONDITIONS UNLESS NOTED OTHERWISE.

SLOPE PER ROOF PLAN

EPDM CONTINUOUS

OVER CURB

EXTEND CURB AS

REQUIRED TO MEET

MINIMUM HEIGHT. MATCH

EXISTING CONSTRUCTION

PRE-FINISHED METAL

FLASHING WITH CONTINUOUS

CLEAT AND DRIP EDGE

RE-1

REINSTALL SALVAGED

MECHANICAL PENTHOUSE

SEAL WEATHERTIGHT PER

EQUIPMENT MANUFACTURERS

INSTRUCTIONS

RE-1

CRICKET PER ROOF PLAN

CANT STRIP

R-E2

SIMILAR

SEAL COLLAR PER

BOOT MANUFACTURER

EXISTING VTR PIPE

EXISTING PIPE INSULATION

SEAL WB-1 TO VTR PIPE

EXISTING SPRAY ON

INSULATION

SEAL BASE PER BOOT

MANUFACTURER

SHEET METAL SLEEVE

PRE-FINISHED METAL

STORM COLLAR

RE-1 R-E2

SIMILAR

ROOF OVER

FLOW DRAIN

ROOF DRAIN

ROOF DRAIN

BOX

ROOF DRAIN

SUMP

SLOPE WITH

INSULATION,

TYPICAL

4'-0" 2'-0"

6' -0

4' -0

A510

A510

SEE ROOF

PLAN FOR

OVERALL

ROOF SLOPES

WHERE NOT ALREADY PRESENT PROVIDE

INSULATION AT DRAIN PIPE PER MECHANICAL

SEAL WB-1 TO DRAIN PIPE

HEAT TRACE TO ENTER DRAIN PIPE AT

CLEAN OUT AND COIL AT DRAIN BOWL

TO ALLOW MAINTENANCE.

COORDINATE WITH ELECTRICAL.

AT DRAIN BOX

1'-0" TYPICAL

AT SUMP

1'-0" TYPICAL

R-E1

ROOF/OVERFLOW DRAIN.

MODIFY PER MECHANICAL

INSTALL DRAIN BODY AT

DRAINBOX PER MANUFACTURER

INSTALL ROOFING MEMBRANE AT

DRAIN PER MANUFACTURER

3/4" PLYWOOD DRAINBOX TOP

RIP 2x TO MATCH SLOPE OF

DECK AND HEIGHT OF

INSULATION AT BASE OF SUMP

3/4" PLYWOOD DRAINBOX

SIDE

FILL VOID WITH EPS AND/OR

SPRAY FOAM INSULATION

CONTINUE MEMBRANE

AT DRAIN BOX

INCREASE ROOF

SLOPE AT SUMP

MECHANICALLY FASTEN

LIGHT GAUGE METAL ANGLE

TO DECK AND DRAIN BOX

A510

R-E2

SIMILAR

R-E1

MODIFY ROOF DRAIN PER MECHANICAL

RIP 2x TO MATCH SLOPE OF

DECK AND HEIGHT INSULATION

AT BASE OF SUMP

SEE DETAIL FOR

TYPICAL NOTATION

MODIFY OVERFLOW DRAIN PER MECHANICAL

2" DAM RING PER MANUFACTURER

AT DRAIN BOX

1'-0" TYPICAL

AT DRAIN BOX

1'-0"TYPICAL

AT SUMP

1'-0" TYPICAL

R-E1

A510

A510

R-E2

SIMILAR

R-E2

SIMILAR

ANCHOR BOLT AND TOGGLE

FASTENED THROUGH ROOF

ASSEMBLY TO ROOF DECK,

# AND SIZE PER FALL

PROTECTION VENDOR

DESIGN

8MM STAINLESS

STEEL AIRCRAFT

CABLE

ENERGY ABSORBING POST

WEATHER SHROUD

R-E1

7'-0" TYPICAL TO ROOF EDGE

8MM STAINLESS

STEEL AIRCRAFT

CABLE

ENERGY ABSORBING POST

WEATHER SHROUD

R-E2

7'-0" TYPICAL TO ROOF EDGE

THREADED ROD EPOXY

ANCHOR THROUGH ROOF

ASSEMBLY TO ROOF DECK,

# AND SIZE PER FALL

PROTECTION VENDOR

DESIGN

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:54:59 PM

JB

JAC

EXTERIOR DETAIL

- TYPICAL

A510

BUILDING ENVELOPE INDEX

TYPE BASIS OF DESIGN - PER MATERIAL SCHEDULE

BE-5 WALLSHIELD IT

BE-7 SLOPE SHIELD PLUS SA

1 1/2" = 1'-0"A510

1 EXTERIOR ROOF DETAIL - MECHANICAL PENTHOUSE SECTION

1 1/2" = 1'-0"A510

3 EXTERIOR ROOF DETAIL - VTR PENETRATION

3/4" = 1'-0"A510

2 EXTERIOR ROOF DETAIL - DRAIN SUMP PLAN

1 1/2" = 1'-0"A510

5 EXTERIOR ROOF DETAIL - DRAIN SUMP SECTION

1 1/2" = 1'-0"A510

7 EXTERIOR ROOF DETAIL - DRAIN SUMP SECTION - TRANSVERSE

1 1/2" = 1'-0"A510

4 FALL PROTECTION DETAIL - METAL DECK

1 1/2" = 1'-0"A510

6 FALL PROTECTION DETAIL - CONCRETE DECK

SEALANT

CONTINUOUS METAL CHANNEL

FASTENERS - 12" ON CENTER

METAL FLASHING

2X8 TREATED WOOD BLOCKING

METAL BAR ANCHOR FASTENERS

1/2" PROTECTION BOARD

EPDM MEMBRANE

TAPERED INSULATION

RE-2

SEALANT

FLASHING ON EPDM MEMBRANE

EXISTING CONCRETE DECK

DECK BOARD

CONTINUOUS BE-8

MULTI LAYERED INSULATION R-43.

JOINTS STAGGERED

MINIMUM 5" AT ROOF DRAINS

INSULATION COVER BOARD

EPDM AS SPECIFIED

EXISTING THRESHOLD

RE-2

EXTERIOR DETAIL NOTES

A. SEE A510 FOR EXTERIOR DETAIL NOTES.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:55:00 PM

JB

JAC

EXTERIOR DETAIL

A511 3" = 1'-0"A511

1 EXTERIOR ROOF DETAIL - CONCRETE ROOF - SIDEWALL

3" = 1'-0"A511

2 EXTERIOR ROOF DETAIL - CONCRETE ROOF - DOOR SILL

TYPICAL EXTERIOR WALL

R-E2

INSULATION FILLER PER

MANUFACTURER RECOMMENDATION

FULL WIDTH OF JOINT

MIN 8" DEPTH

METAL FLASHING

PLYWOOD

EXISTING CONCRETE DECK

REMOVE AND REPLACE SIDING AS

REQUIRED TO ACCOMMODATE WORK

FLASHING MEMBRANE

FOAM ROD

DECK BOARD

CONTINUOUS BE-8

MULTI LAYERED INSULATION R-43.

JOINTS STAGGERED

MINIMUM 5" AT ROOF DRAINS

INSULATION COVER BOARD

EPDM AS SPECIFIED

EPDM MEMBRANE

MEMBRANE FLASHING

METAL BAR ANCHOR

REMOVE AND REPLACE SIDING AS

REQUIRED TO ACCOMMODATE MEMBRANE

INSTALLATION

EXISTING METAL DECK TO

REMAIN

DECK BOARD

CONTINUOUS BE-8

MULTI LAYERED INSULATION R-43.

JOINTS STAGGERED

MINIMUM 5" AT ROOF DRAINS

INSULATION COVER BOARD

R-E1

1'-0"

EPDM

TOP OF PARAPET BEYOND

WRAP PRE-FINISHED METAL FLASHING

AROUND CORNER AT SCUPPER

OPENING AND LAYER OVER SCUPPER

WEATHER LAP ROOFING MEMBRANE

OVER BOTTOM AND SIDES OF SCUPPER

PRE-FINISHED METAL SCUPPER, FINISH

TO MATCH ADJACENT FLASHING

R-C1

PATCH, REPAIR, FILL, PRIMER CONCRETE

AS REQUIRED TO PROVIDE SUITABLE

SURFACE FOR MEMBRANE INSTALLATION.

EXTERIOR DETAIL NOTES

A. SEE A510 FOR EXTERIOR DETAIL NOTES.

6" +/-

8"

METAL CAP FLASHINGTERMINATION BAR

SEALANT

EPDM CONTINUOUS CLEAT

6"

PATCH, REPAIR, FILL, PRIMER CONCRETE

AS REQUIRED TO PROVIDE SUITABLE

SURFACE FOR MEMBRANE INSTALLATION.

R-C1

WOOD BLOCKING

5"

GRIND ALL EXPOSED REBAR TO

FACE OF EXISTING CONCRETE.

PROVIDE PRIMER AND PAINT TO

PREVENT FURTHER WATER

INTRUSION.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:55:02 PM

JB

JAC

EXTERIOR DETAIL

A512 3" = 1'-0"A512

3 ROOF/WALL JOINT

3" = 1'-0"A512

4 EXTERIOR ROOF DETAIL - SIDEWALL - ROOF A

3" = 1'-0"A512

2 EXTERIOR DETAIL - CONCRETE CANOPY - SCUPPER (BID ALTERNATE 1)

3" = 1'-0"A512

1 EXTERIOR DETAIL - CONCRETE CANOPY - TYPICAL (BID ALTERNATE 1)

A. SEE A510 FOR EXTERIOR DETAIL NOTES.

TOP OF DECK

WP-A1

CONTRACTOR TO PROVIDE

UNIFORM CUT FROM

CORNER TO CORNER

(2) HTT4 WITH 5/8" Ø A36

THREADED ROD, FASTEN W/ (18)

#10X1-1/2" SD SCREWS, TYP 4'-0"

OC

NEW LUMBER PARAPET FRAMING

SINGLE BOTTOM PLATE

NAILED TO TOP OF (E) WALL

WITH 16d @ 12" OC

DOUBLE TOP PLATE

2X6 STUDS, SPACING TO

MATCH EXISTING, ASSUMED

2'-0" OC

1/2" PLY FASTENED WITH 8d NAILS

6" O.C. AT EDGES AND 12" OC

FIELD

" M

IN

IM

U M

AS

R

EQ

U

IR

ED

C O

N

TR

AC

TO

R T

O V

ER

IF

Y 1'

-5

/2

FILL VOID WITH COMPATIBLE

SPRAY FOAM TO MATCH

EXISTING

R-E1

METAL FLASHING

TOP OF DECK

TYPICAL EXISTING EXTERIOR WALL

STEEL SIDING

AIR INFILTRATION BARRIER

1/2" PLYWOOD

SPRAY FOAM INSULATION

SPRAY APPLIED VAPOR BARRIER

TUBE STEEL 4X2X1/4"

GYPSUM WALL BOARD

REMOVE PARAPET CAP FLASHING

REMOVE PLYWOOD SHEATHING AS REQUIRED FOR WORK

EXISTING 2X6 TO REMAIN

REMOVE STEEL

SIDING AS REQUIRED

FOR CONTINUITY

REMOVE BALLAST PAVERS

REMOVE EPDM MEMBRANE

REMOVE 1/2" PROTECTION BOARD

REMOVE FILLER

REMOVE RIGID INSULATION

REMOVE SPRAY FOAM AS REQUIRED TO

PROVIDE STRUCTURAL CONNECTIONS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:55:02 PM

JB

JAC

EXTERIOR DETAIL

- PARAPET

A530

BUILDING ENVELOPE INDEX

TYPE BASIS OF DESIGN - PER MATERIAL SCHEDULE

BE-5 WALLSHIELD IT

BE-7 SLOPE SHIELD PLUS SA

3" = 1'-0"A530

2 EXTERIOR DETAIL - PARAPET

3" = 1'-0"A530

1 EXTERIOR DETAIL - EXISTING PARAPET - DEMO

A. SEE A510 FOR EXTERIOR DETAIL NOTES.

NEW CONCRETE SLAB PER

9'-0"

HSS4X4X3/16

HSS4X4X3/16

HSS4X4X3/16

HSS4X4X3/16

DEMO (E) CONCRETE

SIDEWALK TO EXTENTS

OF NEW CANOPY SLAB

1' -0

3'

-0

1' -3

/8

1'-0"1'-0"

A590

11'-0"

5' -3

/8

A590

A590

A590

3'-1 3/4"5'-10 1/4"

(R

ID

G E)

DECK EDGE

SNOW GUARD,

TYP

11'-0"

5' -0

A590

A590

(R

ID

G E)

3N18 METAL DECK

SUPPORT FASTENING:

#10 TEK SCREWS @

24/4 PATTERN

SIDELAP FASTENING:

BUTTON-PUNCHES @ 24" OC

DECK SPAN PER PLAN

HSS FRAME PER ELEVATION

HSS FRAME PER ELEVATION

H

SS

4X 4X

3/

H

SS

4X 4X

3/

1' -0

3'

-0

1' -0

9'-0"1'-0" 1'-0"

1/

4"

A590

11'-0"

6'-10 1/4" 4'-1 3/4"

PRE-FINISHED METAL FLASHING, THROUGH FASTEN

TO (E) WALL FRAMING OR PROVIDE BLOCKING.

COORDINATE LOCATION WITH EXISTING LAP

SIDING. PRE-FINISHED METAL

FLASHING WITH DRIP

EDGE

TYP HSS FRAMES PER

ELEVATION

NEW 6" AIR ENTRAINED CONCRETE

SLAB, PER CONCRETE NOTES

CANOPY COLUMNS

PER PLAN

REGLET AND SEALANT

(E) SIDEWALK

EDGE OF DECK TO SIDING

3 1/4" MIN

(E) STRUCTURE

A590

3/16

3/16

TYP

#4 REINFORCING AT 16" OCEW,

COVER PER CONCRETE NOTES

2'-0" COMPACTED STRUCTURAL FILL

(4) 5/8"Ø HILTI STAINLESS KWIK

BOLT TZ. 3-1/2" EMBEDMENT.

3/4" THICK A36 STEEL

BASEPLATE

5" 5"

5" 5"

1/4"

TYP

1 1/2"

TYP @ RIDGE -

ARCH

EXPOSED

TYP ARCH

EXPOSED

3/16

3/16 TYP ARCH

EXPOSED

1/8" WELDED CAP PLATE, TYP

DECKING PER PLAN

FILL GAP,

ARCH

EXPOSED

3/16

3/16 TYP ARCH

EXPOSED

CL COL

PRE-FINISHED

METAL FLASHING

WITH DRIP EDGE

STANDING SEAM

METAL ROOFING

PROVIDE (1) RUN OF

COLORGARD SNOW

GUARDS WITH

VERSABRACKETS

AND SNOCLIPS 4"

1'-0"

C

EN

TE

R

O F

BE

AM

7' -8

HSS4X4X3/16

HSS4X4X3/16

HSS4X4X3/16

8' - 3"

GRADE

0' - 0"

H

SS

4X 4X

3/

A590

1.

A.

a.

b.

c.

d.

e.

f.

B.

a.

C.

D.

2.

A.

B.

C.

D.

E.

a.

F.

a.

1.

2.

CONCRETE NOTES

GENERAL:

ALL CAST-IN-PLACE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4500 PSI.

MAXIMUM AGGREGATE SIZE: 3/4"

CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN 6% ±

1.5% AIR ENTRAINMENT BY VOLUME

MAXIMUM WATER TO CEMENT RATIO OF 0.45

MAXIMUM SLUMP OF 6" AT TRUCK CHUTE DISCHARGE POINT

EXTERIOR CONCRETE TO BE BROOM FINISHED.

CONCRETE SHALL BE TESTED FOR TEMPERATURE. SLUMP, AIR CONTENT AND

STRENGTH VERIFICATION IN ACCORDANCE WITH ASTM C 1064, ASTM C 143,

ASTM C321, ASTM C31 & C39 RESPECTIVELY. TESTING FREQUENCY SHALL BE

AS FOLLOWS:

0-25 CY PER DAY: ONE TEST

CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATION FOR

STRUCTURAL CONCRETE BUILDINGS.

ALL PERMANENTLY EXPOSED CONCRETE EDGES TO BE ROUNDED.

REINFORCING:

REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60, UNLESS

OTHERWISE NOTED,

DETAIL REINFORCING BARS IN ACCORDANCE WITH THE ACI DETAILING

MANUAL AND THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, LATEST EDITION.

PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT

POSITIONS SHOWN ON THE DRAWINGS. PROVIDE SUFFICIENT TIE BARS TO

SUPPORT ALL REINFORCING.

UNLESS A REINFORCING SPLICE, CLEAR DISTANCE BETWEEN REINFORCING

SHALL NOT BE LESS THAN 1.5 BAR DIAMETERS NOR LESS THAN 1 1/2''

MINIMUM LAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BE AS

FOLLOWS:

62 BAR DIAMETERS

PROVIDE REINFORCEMENT COVER AS FOLLOWS (ACI 7.7), UNLESS NOTED

OTHERWISE ON DRAWINGS:

CONCRETE SLABS ON GRADE........................... TOP OF REINFORCING

MAT TO BE PLACED AT 1-1/2” FROM TOP OF SLAB, ±3/8"

STEEL NOTES:

SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM

TO ASTM A500 GRADE C (Fy = 50 KSI).

WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:55:04 PM

JB

SMM

BID ALTERNATE 1

- EXTERIOR

DETAIL - CANOPY

A590

1/2" = 1'-0"A590

2 BID ALTERNATE 1 - EXTERIOR DETAIL - CANOPY COLUMN PLAN

1/2" = 1'-0"A590

1 BID ALTERNATE 1 - EXTERIOR ROOF DETAIL - CANOPY PLAN

1/2" = 1'-0"A590

3 BID ALTERNATE 1 - EXTERIOR ROOF DETAIL - CANOPY ROOF STRUCTURE PLAN

3/4" = 1'-0"A590

4 BID ALTERNATE 1 - SECTION AT CANOPY

1 1/2" = 1'-0"A590

6 BID ALTERNATE 1 - TYPICAL COLUMN BASEPLATE

3/4" = 1'-0"A590

5 BID ALTERNATE 1 - EXTERIOR ROOF DETAIL - CANOPY SECTION

MATERIAL SCHEDULE NOTES

B.

C.

D.

SEE EXTERIOR ELEVATIONS, CEILING PLANS, FINISH

PLANS, INTERIOR ELEVATIONS, AND ROOM SCHEDULE

FOR LOCATION OF FINISHES.

THE MATERIAL SCHEDULE IS INTENDED AS A BASIS OF

DESIGN. SEE SPECIFICATIONS FOR PRODUCT

INFORMATION, PERFORMANCE CRITERIA, AND

ACCEPTABLE ALTERNATIVE MANUFACTURERS.

THE MATERIAL SCHEDULE IS ORGANIZED BY SPEC

NUMBER. MATERIALS WITH SPEC NUMBERS INCLUDING

'NA' ARE INTENDED AS A BASIS OF DESIGN WITH NO

CORRELATING SPEC SECTION.

SEE MATERIAL SCHEDULE INDEX BELOW TO QUICKLY

FIND THE SPEC NUMBER FOR MATERIALS ORGANIZED BY

TYPE.

1.

MISCELLANEOUS

NOT USED

MATERIAL SCHEDULE REMARKS

SEE A001 FOR STANDARD ARCHITECTURAL ABBREVIATIONS

MATERIAL TYPES DEFINED IN MATERIAL SCHEDULE

MFSD MANUFACTURER'S STANDARD

SPEC SPECIFICATION

TYP TYPICAL

MATERIAL SCHEDULE ABBREVIATIONS

A.

B.

C.

D.

E.

F.

COMPOSITE WOOD AND AGRIFIBER PRODUCTS

(INCLUDING ASSOCIATED SUBSTRATE) MUST CONTAIN

NO ADDED UREA-FORMALDEHYDE.

CLEAR WOOD FINISHES, FLOOR COATINGS, STAINS,

PRIMERS, SEALERS, AND SHELLACS (INCLUDING TILE

SETTING ADHESIVE, AND GROUT) APPLIED TO INTERIOR

ELEMENTS MUST NOT EXCEED THE VOC CONTENT LIMITS

ESTABLISHED IN SCAQMD RULE 1113 AS OF 01 JAN 2004.

ADHESIVES, SEALANTS, AND SEALANT PRIMERS APPLIED

TO INTERIOR ELEMENTS MUST COMPLY WITH SCAQMD

RULE 1168 AS OF 01 JULY 2005. AEROSOL ADHESIVES

APPLIED TO INTERIOR ELEMENTS MUST COMPLY WITH

GREEN SEAL GS-36 AS OF 19 OCTOBER 2000.

HARD SURFACE FLOORING AND WALL BASE MUST BE

FLOORSCORE CERTIFIED.

CARPET MUST MEET GREEN LABEL PLUS

REQUIREMENTS. CARPET CUSHION MUST MEET GREEN

LABEL REQUIREMENTS.

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-

LE-

LE-

LE-

LE-

LE-

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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

CT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

29-JUN-2021

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/3/2021 12:55:05 PM

JB

JAC

SCHEDULE AND

TYPE - MATERIAL

A900

MATERIAL SCHEDULE

SPEC TYPE DESCRIPTION LOCATION

BASIS OF DESIGN REMARKS

TYPEMANUFACTURER MODEL COLOR

LOW

EMITTING MISCELLANEOUS

07 42 13 BE-5 AIR / WATER BARRIER (AWB) PER ASSEMBLY TYPES / DETAILS VAPROSHIELD WALLSHIELD IT BE-5

07 30 00 - THERMAL AND MOISTURE PROTECTION - STEEP SLOPED ROOFING

07 41 13 BE-7 ROOF UNDERLAY - VAPOR PERMEABLE AIR / WATER BARRIER (AWB) PER ASSEMBLY TYPES VAPRO SHIELD SLOPE SHIELD PLUS SA NOT APPLICABLE BE-7

07 40 00 - THERMAL AND MOISTURE PROTECTION - ROOFING AND SIDING PANELS

07 40 00 MTF-1 METAL FLASHING AT ROOFING PER EXTERIOR ELEVATIONS ASCBP ACCESSORIES AND TRIM TAHOE BLUE MTF-1

07 41 00 MTS-1 METAL SIDING ASCBP TRILAP STEEL SIDING TAHOE BLUE MTS-1

07 41 13 MTR-1 METAL ROOF PANELS PER EXTERIOR ELEVATIONS ASCBP SPAN-LOK TAHOE BLUE MTR-1

07 50 00 - THERMAL AND MOISTURE PROTECTION - MEMBRANE ROOFING

07 52 00 EPDM-1 ELASTOMERIC MEMBRANE ROOFING PER ASSEMBLY TYPES FIRESTONE RUBBERGARD BLACK EPDM-1

09 90 00 - FINISHES - PAINTING AND COATING

09 91 13 PNT-10 EXTERIOR PAINT - CANOPY PER EXTERIOR ELEVATIONS SHERWIN WILLIAMS 2 COATS LATEX ENAMEL OVER

PRIMER

MATCH MTS-1 PNT-10

09 91 13 PNT-20 EXTERIOR PAINT - CONCRETE PATCH EXPOSED PATCH AREAS SHERWIN WILLIAMS SIKA FERROGARD-908 TO BE DETERMINED PNT-20

MATERIAL INDEX

TYPE SPEC

BE-5 07 42 13

BE-7 07 41 13

EPDM-1 07 52 00

MTF-1 07 40 00

MTR-1 07 41 13

MTS-1 07 41 00

PNT-10 09 91 13

PNT-20 09 91 13

ABBREVIATION FULL NAME

RL RAIN LEADER

EXISTING

EXISTING TO BE REMOVED

MECHANICAL - LINETYPES

LINETYPE

ORL OVERFLOW RAIN LEADER

MECHANICAL SYMBOLS

PIPE CONNECTION

PIPE ELBOW TURNED DOWN

PIPE ELBOW TURNED UP

PIPE TEE DOWN

CONNECTION TO EXISTING

PIPE BREAK

PLUMBING SCHEDULE

SYMBOL FIXTURE

DESCRIPTION

-- CONNECTION SIZE --

WASTE

(IN)

COLD

WATER

(IN)

HOT

WATER

(IN)

REMARKS

RD-1 ROOF DRAIN,

PRIMARY

1. SEE SPECIFICATIONS FOR BASIS OF

DESIGN

1. SAME TYPE AS RD-1 WITH 2" WATER

COLLAR

RD-2 ROOF DRAIN,

PRIMARY

ORD-1 ROOF DRAIN,

SECONDARY

ORD-2 ROOF DRAIN,

SECONDARY

---------- 1. SAME TYPE AS RD-2 WITH 2" WATER

COLLAR

1. SEE SPECIFICATIONS FOR BASIS OF

DESIGN

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/24/2021 4:05:43 PM

MPC

MPC

MECHANICAL

ABBREVIATIONS,

LEGENDS, AND

SCHEDULES

M001

KEY NAME ABBREVIATIONS

INSUL INSULATION

IPS IRON PIPE SIZE

MECH MECHANICAL

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

ORD OVERFLOW ROOF DRAIN

ORL OVERFLOW RAIN LEADER

RD ROOF DRAIN

RHW RECIRCULATING HOT WATER

RL RAIN LEADER

SIM SIMILAR

SPEC SPECIFICATIONS

SS STAINLESS STEEL

TYP TYPICAL

V VENT

VOL VOLUME

VTR VENT THROUGH ROOF

W WASTE

W/ WITH

W/O WITHOUT

KEY NAME ABBREVIATIONS

# NUMBER

& AND

(E) EXISTING

@ AT

AFF ABOVE FINISHED FLOOR

APPR APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASSOC ASSOCIATED

C COMMON

CI CAST IRON

CO CLEAN OUT

DI DUCTILE IRON

DIA DIAMETER

DN DOWN

ELEC ELECTRICAL

EXIST EXISTING

GA GAUGE

GALV GALVANIZED

GI GALVANIZED IRON

ID INSIDE DIAMETER

IE INVERT ELEVATION

MECHANICAL ABBREVIATIONS

A

K

AF AL

T S

T A

E O

49 TH

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ISTERED

PROFESS IONAL

ENG

IN

E

E R

D E

S I G

N

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A S

K

A29-JUN-2021

Marcus P. Curley

ME 14660

A

C

D

E

F

1 2 3 4 5 6 7

(E) PLUMBING VENTS

DEMOLISH (E) PRIMARY

AND SECONDARY ROOF

DRAINS, TYP

(E) PLUMBING VENTS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/24/2021 4:05:44 PM

MPC

MPC

NORTH ROOF

PLUMBING

DEMOLITION PLAN

M100M100 1/8" = 1'-0"

1 NORTH ROOF PLUMBING DEMOLITION PLAN

A K

AF AL

T S

T A

E O

49 TH

S

R E

G

ISTERED

PROFESS IONAL

ENG

IN

E

E R

D E

S I G

N

A L

A S

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A29-JUN-2021

Marcus P. Curley

ME 14660

KEYPLAN

C

A

G

H J

K

L

M

N

O

P

1 2 3 4 5

8 9 10 11 12 13 14 15 16 17 18 19

(E) PLUMBING VENT

TO REMAIN

DEMOLISH (E)

PRIMARY ROOF

DRAIN

(E) CONDENSING UNIT TO REMAIN. UNIT IS

REQUIRED TO REMAIN OPERATIONAL

DURING OFFICE HOURS. COORDINATE

WITH OWNER FOR LIMITED SHUTDOWN

PERIODS AS REQURIED TO

ACCOMMODATE ROOF REPLACEMENT.

(E) PLUMBING VENT

TO REMAIN

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/24/2021 4:05:44 PM

MPC

MPC

SOUTH ROOF

PLUMBING

DEMOLITION PLAN

M101M101 1/8" = 1'-0"

1 SOUTH ROOF PLUMBING DEMOLITION PLAN

A K

AF AL

T S

T A

E O

49 TH

S

R E

G

ISTERED

PROFESS IONAL

ENG

IN

E

E R

D E

S I G

N

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A S

K

A29-JUN-2021

Marcus P. Curley

ME 14660

KEYPLAN

C

A

A

C

D

E

F

1 2 3 4 5 6

ORD-2RD-2

ORD-2 RD-2

ORD-2 RD-2

RD-2 ORD-2

RD-2 ORD-2

M211

TYP

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/24/2021 4:05:45 PM

MPC

MPC

NORTH ROOF

PLUMBING PLAN

M201 M201 1/8" = 1'-0"

1 NORTH ROOF PLUMBING PLAN

GENERAL NOTES

1.

2.

FIELD VERIFY EXISTING ROOF DRAIN CONNECTION AND PIPING SIZES

PRIOR TO ORDERING DRAINS.

MAKE MINOR MODIFICATIONS TO EXISTING RAIN LEADER AND

OVERFLOW RAIN LEADER PIPING AS NEEDED TO CONNECT NEW ROOF

DRAINS AND CONNECT HEAT TRACE TO SYSTEM.

A K

AF AL

T S

T A

E O

49 TH

S

R E

G

ISTERED

PROFESS IONAL

ENG

IN

E

E R

D E

S I G

N

A L

A S

K

A29-JUN-2021

Marcus P. Curley

ME 14660

KEYPLAN

C

A

G

H J

K

L

M

N

O

P

1 2 3 4 5

8 9 10 11 12 13 14 15 16 17 18

RD-1ORD-1

ORD-1

RD-1 RD-1 ORD-1

ORD-1RD-1RD-1ORD-1

M211

TYP

REFER TO ENLARGED 2ND FLOOR

PIPING PLAN FOR NEW

OVERFLOW RAIN LEADER PIPING

M211

(E) CONDENSING UNIT

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/24/2021 4:05:46 PM

MPC

MPC

SOUTH ROOF

PLUMBING PLAN

M202

GENERAL NOTES

1.

2.

3.

FIELD VERIFY EXISTING ROOF DRAIN CONNECTION AND PIPING SIZES

PRIOR TO ORDERING DRAINS.

MAKE MINOR MODIFICATIONS TO EXISTING RAIN LEADER AND

OVERFLOW RAIN LEADER PIPING AS NEEDED TO CONNECT NEW ROOF

DRAINS AND CONNECT HEAT TRACE TO SYSTEM.

CORE DRILL THROUGH EXISTING CONCRETE ROOF TO INSTALL NEW

OVERFLOW ROOF DRAINS.

M202 1/8" = 1'-0"

1 SOUTH ROOF PLUMBING PLAN

A K

AF AL

T S

T A

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49 TH

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PROFESS IONAL

ENG

IN

E

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D E

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Marcus P. Curley

ME 14660

KEYPLAN

C

A

DN

DNUP

H J

K

L

M

N

O

P

3" ORL

3" ORL

3" ORL

3" ORL

3" ORL

ORD-1RD-1

RD-1

ORD-1

RD-1

ORD-1

ORD-1

RD-1 ORD-1

RD-1

(E) RL

(E) RL

(E) RL

8 9 10 11 12 13 14 15 16 17 18 19

3" OVERFLOW DOWNSPOUT

NOZZLE, TYP 5

INSULATE RAIN LEADER PIPING FOR 5 FT

FROM CONNECTION TO ROOF DRAIN BODY

TO INSIDE THE BUILDING. PROVIDE

FIBERGLASS INSULATION PREFORMED FOR

THE SPECIFIC PIPE SIZE WITH WHITE FACED

ASJ WITH VAPOR BARRIER COATING.

BUSHING TAP FOR ELECTRICAL

FITTING BY MANUFACTURER, TYP

6 POINT DE-ICING SYSTEM

CONTINUE THROUGH 6-POINT

DE-ICING SYSTEM, TYP

PRIMARY ROOF DRAIN6 POINT DE-ICING

SYSTEM

HEAT TRACE CABLE, (TYP)

LOOP AT ENDS, THEN FEED

BACK THROUGH CHANNELS,

(TYP)

ROOF DRAIN & DRAIN

BODY, TYP

PROVIDE AND MODIFY EXISTING

RAINLEADER PIPING AS REQUIRED TO

INSTALL WYE FITTING. WYE FITTING

MAY BE INSTALLED IN HORIZONTAL

PIPING PROVIDED FITTING AND

BUSHING FOR ELECTRICAL

CONNECTION IS ABOVE THE PIPE

CENTERLINE.

ROUTE HEAT TRACE TAPE THROUGH WYE

FITTING, LOOP CABLE. PROVIDE END FITTING

PER MANUFACTURER'S RECOMMENDATIONS.

POWER CONNECTION, SEAL FITTING

WITH GROMMET BY MFG, TYP

EXISTING RAIN LEADER PIPING

JUNCTION BOX, SEE

ELECTRICAL FOR ADDITIONAL

INFORMATION

HEATING CABLE FEEDS

THROUGH DRAIN BODY

18"

HEAT TRACE METAL CHANNEL

ROOFING PER ARCHITECTURE

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

6/24/2021 4:05:47 PM

MPC

MPC

2ND FLOOR

PIPING PLAN AND

DETAILS

M211

M211 1/8" = 1'-0"

1 2ND FLOOR PIPING PLAN

M211 NO SCALE

2 ROOF DRAIN HEAT TRACE

A K

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IN

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Marcus P. Curley

ME 14660

KEYPLAN

C

A

DN

DNUP

J

(E) PNL P-113

(E) PNL P-114

4 10

(E) PNL P-212

(E) PNL P-211

(E) PNL CD

(E) PNL CC

(E) PNL CA

CD-2

ELECTRICAL SYMBOL LEGEND

J JUNCTION BOX

EQUIPMENT CONNECTION

PANELBOARD

M

MANUAL RATED SWITCH

ANNOTATION SYMBOLS

AHU-1

'L1' DENOTES PANEL NAME, '24' DENOTES CIRCUIT NUMBERL1-24

SPECIFIC NOTE KEY

(REFERENCE # UNDER 'SPECIFC NOTES' ON EACH SHEET)

a SWITCH IDENTIFIER

EQUIPMENT IDENTIFIER, SEE MECHANICAL ELECTRICAL SCHEDULE

TYPICAL ROOF DRAIN

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

29 JUN 2021

902101

AECC511

NATIONAL SYSTEM OF PUBLIC LANDS

AFS BUILDING

1541 ROOF

REPLACEMENT

8/6/2021 1:21:17 PM

JML

JML

LEGEND, PLANS,

AND NOTES

E001 E001 1/16" = 1'-0"

1 FIRST FLOOR PLAN

E001 1/16" = 1'-0"

2 SECOND FLOOR PLAN

SPECIFIC SHEET NOTES

9 REMOVE CONNECTION TO EXISTING MECHANICAL

EQUIPMENT DURING CONSTRUCTION. REINSTALL FEEDER

FROM EXISTING DISCONNECT ONCE MECHANICAL

EQUIPMENT IS REINSTALLED.

10 PROVIDE CANOPY LIGHT FIXTURE. BASIS OF DESIGN: CREE

CAN-EDG-5S-DM-04-E-UL-BZ-350-P-40K. PROVIDE BRANCH

CIRCUIT FROM SPARE 20/1 CIRCUIT BREAKER LOCATED IN

EXISTING PANELBOARD P114.

11 ABANDONED ANTENNA TO BE REMOVED BY OTHERS PRIOR

TO CONSTRUCTION.

SPECIFIC SHEET NOTES

5 REPLACE EXISTING CIRCUIT BREAKER SERVING HEAT

TRACE CIRCUIT WITH GFPE (30 mA) TYPE CIRCUIT BREAKER.

EXISTING CIRCUIT BREAKER IS A GE THQB, 10kA.

6 REPLACE EXISTING CIRCUIT BREAKER SERVING HEAT

TRACE CIRCUIT WITH GFPE (30 mA) TYPE CIRCUIT BREAKER.

EXISTING CIRCUIT BREAKER IS A GE THHQB, 22kA.

7 TEMPORARILY REMOVE CONNECTION TO EACH

TELECOMMUNICATION ANTENNA. PROVIDE JUNCTION BOX

MOUNTED ON SIDE OF FACILITY TO REPLACE EXISTING

CONDUIT PUNCH OUT. PROVIDE DEDICATED METAL

RACEWAY FOR EXISTING CABLES PER EACH EXISTING TO

REMAIN ANTENNA. ROUTE AND SECURE RACEWAY TO

ROOFTOP BLOCK EVERY 6'-0" ON CENTER (BASIS OF

DESIGN: EATON DURA-BLOK). PROVIDE INSULATED THROAT

CONNECTOR OR BUSHING ON CONDUIT END TO PROTECT

CABLE. PROVIDE CONDUIT DUCT SEAL FOR EXPOSED ENDS

AND WHERE ENTERING FACILITY AT JUNCTION BOX.

8 COORDINATE WITH OWNER FOR REMOVAL AND TEMPORARY

RELOCATION OF EXISTING TO REMAIN ANTENNA AND

TELECOMMUNICATION EQUIPMENT.

SPECIFIC SHEET NOTES

1 EXISTING JUNCTION BOX WITH HEAT TRACE POWER

CONNECTION. CONNECTION IS EXISTING TO REMAIN.

INTERCEPT LOAD SIDE CONNECTION AND PROVIDE PILOT

LIGHTED SWITCH ADJACENT TO CONNECTION ENCLOSURE

FOR MANUAL CONTROL OF HEAT TRACE CIRCUIT.

2 EXISTING ROOF DRAIN HEAT TRACE CONNECTION AND

CIRCUIT (CD-2). EXTEND CIRCUIT TO ALL HEAT TRACE

CONNECTIONS LOCATED WITHIN ADJACENT AREAS AS

SHOWN.

3 EXTEND HEAT TRACE CIRCUIT TO ROOF DRAIN FROM

ADJACENT HEAT TRACE CIRCUIT AS SHOWN IF OTHERWISE

NOT EXISTING. IF HEAT TRACE CIRCUIT EXISTS, CIRCUIT TO

OPERATE FROM PILOT LIGHTED SWITCH CONTROLLER ON

SECOND FLOOR AND BE FED FROM A GFPE (30 Ma) CIRCUIT

BREAKER.

4 CONTRACTOR TO TRACE AND IDENTIFY EXISTING HEAT

TRACE CIRCUIT. HEAT TRACE TO OPERATE FROM PILOT

LIGHTED SWITCH CONTROLLER ON SECOND FLOOR AND BE

FED FROM A GFPE CIRCUIT BREAKER.

GENERAL SHEET NOTES

A. REFERENCE MECHANICAL DETAIL 2/M211 FOR HEAT TRACE

CONNECTION DETAIL.

E001 1/16" = 1'-0"

3 ROOF PLAN

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REGISTERED PROFESSIONAL ENGIN

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RJeffrey M. Leonelli

EE 107788

06-AUG-2021