B01_140L6326Q0006_-_Attachment_02_-_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

OWNERS REPRESENTATIVE

BUREAU OF LAND MANAGEMENT

POINT OF CONTACT: CURT FORTENBERRY

222 UNIVERSITY AVENUE

FAIRBANKS, ALASKA 99709

DESIGNERS REPRESENTATIVE

DESIGN ALASKA

POINT OF CONTACT: JEFF PUTNAM

601 COLLEGE ROAD

FAIRBANKS, ALASKA 99701

VICINITY MAP

PROJECT

LOCATION

U N

IV

E

R S

IT

Y

A V

E N

U E

DNR ACCESS ROAD

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

E

D S

T A

T E

S

R U

S S

IA

U N

IT

E

D S

T A

T E

S C

A N

A D

A

PROJECT

LOCATION

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.com

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

11/30/2023 11:33:28 AM

GENERAL

INFORMATION

G010

FDO ENTRY CANOPIES

FAIRBANKS, ALASKA

BUREAU OF LAND MANAGEMENT - FAIRBANKS DISTRICT OFFICE

ARCHITECTURAL

A001 ARCHITECTURAL INFORMATION

A040 ARCHITECTURAL SCHEDULES AND TYPES - MATERIAL

A210 ARCHITECTURAL PLANS - 1ST FLOOR - OVERALL

A670 ARCHITECTURAL DETAILS - EXTERIOR ROOF AND

CANOPY

GENERAL

G010 GENERAL INFORMATION

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S100 CANOPY LOCATION PLAN

S200 STRUCTURAL PLANS

S300 STRUCTURAL DETAILS

CONCRETE

EARTH

PLYWOOD

MATERIAL LEGEND

NO ARCHITECTURAL WORK

THIS AREA

EXISTING

CONSTRUCTION DETAIL

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 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

MFR MANUFACTURER

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

NA NOT APPLICABLE

WX-A1

WALL ASSEMBLY CATEGORY - FUNCTION

WALL BUILDING ENVELOPE DESIGNATION

WALL ASSEMBLY MODIFIER

WALL ASSEMBLY CATEGORY - FUNCTION

PROJECTS MAY NOT INCLUDE ALL ASSEMBLY CATEGORIES.

• WF WALL - FOUNDATION

• WP WALL - PARAPET

• WX WALL - EXTERIOR

WALL BUILDING ENVELOPE DESIGNATION

• A EIFS / FOUNDATION

• B RAINSCREEN

• C IMP

• D OTHER

WALL 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 - WALL

CX-B1

CEILING ASSEMBLY CATEGORY

CEILING ASSEMBLY MODIFIER

CEILING ASSEMBLY CATEGORY

PROJECTS MAY NOT INCLUDE ALL ASSEMBLY CATEGORIES.

• CX CEILING EXTERIOR

CEILING BUILDING ENVELOPE DESIGNATION

• A NOT USED

• B CAVITY INSULATED

• C NOT USED

• D OTHER

CEILING 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 - CEILING

CEILING BUILDING ENVELOPE DESIGNATION

R-A1

ROOF ASSEMBLY CATEGORY - FUNCTION

ROOF ASSEMBLY MODIFIER

ROOF ASSEMBLY CATEGORY - FUNCTION

• R ROOF

• RS ROOF - SOFFIT

ROOF BUILDING ENVELOPE DESIGNATION

• A MEMBRANE

• B CAVITY INSULATED

• C IMP

• D OTHER

ROOF 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 - ROOF

ROOF BUILDING ENVELOPE 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 UNDERLAY

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. ARCHITECTURAL NOTES DESCRIBE WORK COMPRISING

THE ENTIRE ARCHITECTURAL DISCIPLINE.

B. SHEET NOTES DESCRIBE WORK COMPRISING THE ENTIRE

SHEET ON WHICH THE NOTES APPEAR INCLUDING

SHEETS ON WHICH THE NOTES ARE REFERENCED.

C. CONSTRUCTION DOCUMENTS ARE PREPARED FOR THE

PURPOSES OF COMMUNICATING DESIGN INTENT.

D. DRAWINGS ARE GRAPHIC REPRESENTATIONS CONVEYING

THE QUANTITATIVE EXTENT AND RELATIONSHIP BETWEEN

PROJECT ELEMENTS.

E. SPECIFICATIONS ARE WRITTEN REPRESENTATIONS

CONVEYING THE QUALITATIVE REQUIREMENTS OF

PROJECT ELEMENTS.

F. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A

COMPLETE AND FINISHED PRODUCT FULFILLING THE

INTENT OF THE CONSTRUCTION DOCUMENTS.

G. 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.

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

OMISSION OF THE TERM 'ALL' IS NOT NECESSARILY AN

INDICATION THAT THE SCOPE IS LIMITED.

I. SEE GENERAL CODE INFORMATION AND CODE PLAN.

J. PROVIDE CONSTRUCTION IN COMPLIANCE WITH OSHA.

K. COORDINATE ARCHITECTURAL WORK WITH

STRUCTURAL.

L. SEE STRUCTURAL FOR SPECIFIC INFORMATION

REGARDING LOAD BEARING MEMBERS, MECHANICAL

FASTENERS, MASTIC ADHESION, AND STRUCTURE.

M. FURNITURE IS SHOWN FOR COORDINATION PURPOSES

ONLY. FURNITURE IS OWNER FURNISHED AND OWNER

INSTALLED UNLESS NOTED OTHERWISE.

N. PATCH, REPAIR, AND REFINISH EXISTING SURFACES TO

REMAIN, AFFECTED BY WORK.

O. CONTRACTOR TO FIELD VERIFY DIMENSIONS SHOWN TO

EXISTING CONSTRUCTION PRIOR TO WORK. NOTIFY

ARCHITECT WHERE DISCREPANCIES ARE DISCOVERED.

P. DIMENSIONS AT EXISTING CONSTRUCTION ARE

MEASURED FROM FACE OF EXISTING FINISH UNLESS

NOTED OTHERWISE.

Q. DIMENSIONS AT NEW CONSTRUCTION ARE MEASURED

FROM FACE OF FRAMING UNLESS NOTED OTHERWISE.

R. CONFIRM DIMENSIONS INDICATED WITH 'FIELD VERIFY'

AND/ OR 'FV' PRIOR TO WORK.

S. DIMENSIONS INDICATED AS 'CLEAR' REQUIRE MINIMUM

CLEARANCE MEASURED TO FINISHED FACES, UNLESS

NOTED OTHERWISE.

T. DIMENSIONS INDICATED WITH '+/-' BRING THE

CONTRACTORS ATTENTION TO AREAS WITH FLEXIBILITY

GREATER THAN ADJACENT AREAS NOT OTHERWISE

INDICATED.

U. SEE SPECIFICATIONS FOR ALLOWABLE TOLERANCES.

V. CONFIRM MANUFACTURERS' INSTALLATION

INSTRUCTIONS CONFORM TO SPECIFIED TOLERANCES.

W. SEE DETAILS FOR DIMENSION AND LEVEL REFERENCE

POINTS.

ARCHITECTURAL NOTES

A001

A001

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 (NOT USED)

A2 SHEETS FLOOR AND ROOF PLANS

A3 SHEETS EXTERIOR ELEVATIONS (NOT USED)

A4 SHEETS SECTIONS (NOT USED)

A5 SHEETS VERTICAL CIRCULATION (NOT USED)

A6 SHEETS FIRE RESISTIVE AND EXTERIOR DETAILS

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

1ST FLOOR

0'-0"

ARCHITECTURAL FLOOR LEVEL INDICATES

TOP OF STRUCTURAL FLOOR SURFACE. SEE

STRUCTURAL FOR LOCATION, SIZING, AND

COMPOSITION OF STRUCTURAL MEMBERS.

PER TYPE THIS DIAGRAM CLARIFIES DIMENSION

REFERENCE POINTS. SEE FLOOR

ASSEMBLY TYPES FOR ACTUAL

CONSTRUCTION.

FLOOR FINISH PER ROOM SCHEDULE

FLOOR PREPARATION PER SPECS

STRUCTURE/ SHEATHING PER STRUCTURAL

GRADE

- 0'-8"

ARCHITECTURAL GRADE LEVEL INDICATES

APPROXIMATE RELATIONSHIP BETWEEN

BUILDING AND GROUND SURFACE. SEE CIVIL

FOR GRADING, EXTERIOR WALKING

SURFACES, AND ACTUAL RELATIONSHIP

BETWEEN BUILDING AND GROUND SURFACE.

ROOF

12'-0"

PER TYPE

ARCHITECTURAL ROOF LEVEL INDICATES

TOP OF STRUCTURAL FRAMING /

SHEATHING / DECK. SEE STRUCTURAL

FOR LOCATION, SIZING, AND COMPOSITION

OF STRUCTURAL MEMBERS.

THIS DIAGRAM CLARIFIES DIMENSION

REFERENCE POINTS. SEE ROOF

ASSEMBLY TYPES FOR ACTUAL

CONSTRUCTION.

LOW SLOPE ROOF EXAMPLE SHOWN.

STEEP SLOPE MAY INDICATE TOP OF

WALL. COORDINATE WITH STRUCTURAL.

STRUCTURE / FRAMING / SHEATHING /

DECK PER STRUCTURAL

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

A K

AF AL

T S

TA

E

O

49 TH

S

JAMES D. BARTLETT

No. A10413

R E

G

IS

T

ERED

PROFESSIONAL

ARC

H

IT

E C

T

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

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

30-NOV-2023

11/30/2023 8:50:38 AM

JB

JAC

ARCHITECTURAL

INFORMATION

A0011 1/2" = 1'-0"A001

1 INTERIOR DETAIL - TYPICAL - DIMENSION REFERENCE POINT CONVENTIONS

6" = 1'-0"A001

2 INTERIOR DETAIL - TYPICAL - LEVEL REFERENCE POINT CONVENTIONS

MATERIAL SCHEDULE NOTES

A. SEE EXTERIOR ELEVATIONS, CEILING PLANS, FINISH

PLANS, INTERIOR ELEVATIONS, AND ROOM SCHEDULE

FOR LOCATION OF FINISHES.

B. THE MATERIAL SCHEDULE PROVIDES A BASIS OF DESIGN.

SEE SPECIFICATIONS FOR PRODUCT INFORMATION,

PERFORMANCE CRITERIA, AND ACCEPTABLE

ALTERNATIVE MANUFACTURERS.

C. THE MATERIAL SCHEDULE IS ORGANIZED BY SPEC

NUMBER. MATERIALS WITH SPEC NUMBERS INCLUDING

'NA' PROVIDE A BASIS OF DESIGN WITH NO CORRELATING

SPEC SECTION.

D. SEE MATERIAL SCHEDULE INDEX BELOW TO QUICKLY

FIND THE SPEC NUMBER FOR MATERIALS ORGANIZED BY

TYPE.

MISCELLANEOUS

1. 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. COMPOSITE WOOD AND AGRIFIBER PRODUCTS

(INCLUDING ASSOCIATED SUBSTRATE) MUST CONTAIN

NO ADDED UREA-FORMALDEHYDE.

B. 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.

C. 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.

D. HARD SURFACE FLOORING AND WALL BASE MUST BE

FLOORSCORE CERTIFIED.

E. CARPET MUST MEET GREEN LABEL PLUS

REQUIREMENTS. CARPET CUSHION MUST MEET GREEN

LABEL REQUIREMENTS.

F. 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-

1 - TYPICAL

A. ASSEMBLIES ARE DIAGRAMS ONLY, DO NOT SCALE.

B. ASSEMBLIES DESCRIBE MATERIALS AND THEIR

RELATIONSHIP WITHIN A GIVEN CEILING, FLOOR, ROOF, OR

WALL. PENETRATIONS, JOINTS, FINISHES, AND

INTERSECTIONS BETWEEN ASSEMBLIES ARE NOT SHOWN.

C. SEE A0 SHEETS FOR ARCHITECTURAL NOTES, SHEET

SEQUENCE, AND ASSEMBLY TAG LEGENDS.

D. SEE FLOOR PLANS AND SECTIONS FOR ASSEMBLY

LOCATIONS.

E. SEE EXTERIOR DETAILS FOR ADDITIONAL INFORMATION.

F. SEE MATERIAL SCHEDULE FOR ADDITIONAL INFORMATION.

2 - FINISHES

A. SEE EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES.

B. SEE MATERIAL SCHEDULE FOR FINISH INFORMATION.

3 - BUILDING ENVELOPE

A. SEE SPEC DIVISION 07 AND RELATED SPEC SECTIONS.

B. SEE A001 FOR BUILDING ENVELOPE LEGEND.

C. BARRIER / RETARDER CONTINUITY IS CRITICAL FOR THE

PERFORMANCE AND DURABILITY OF THE ASSEMBLY.

D. FLASHING, SEALING, AND INSULATING TRANSITION SPACES

ARE CRITICAL COMPONENTS OF WATER, AIR, AND THERMAL

BARRIER CONTINUITY.

E. 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.

F. NOTIFY ARCHITECT OF BUILDING ENVELOPE COMPONENT

SUBSTITUTIONS. SOME PRODUCTS CAN SIMULTANEOUSLY

ACT AS A WATER RESISTIVE BARRIER, AIR BARRIER, AND/ OR

A VAPOR RETARDER. SUBSTITUTING ASSEMBLY

COMPONENTS WITHOUT ARCHITECTS APPROVAL CAN

DRASTICALLY ALTER THE DURABILITY AND ENERGY

PERFORMANCE OF THE ASSEMBLY.

EXTERIOR ASSEMBLY NOTES

R-M2

ROOF - METAL STANDING SEAM

WHOLE ASSEMBLY THERMAL PERFORMANCE: N/A

INTERIOR

EXTERIOR

MTR-1

METAL DECK PER STRUCTURAL

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

A K

AF AL

T S

TA

E

O

49 TH

S

JAMES D. BARTLETT

No. A10413

R E

G

IS

T

ERED

PROFESSIONAL

ARC

H

IT

E C

T

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

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

30-NOV-2023

11/30/2023 8:50:38 AM

JB

JAC

ARCHITECTURAL

SCHEDULES AND

TYPES - MATERIAL

A040

MATERIAL SCHEDULE

SPEC TYPE DESCRIPTION LOCATION

BASIS OF DESIGN REMARKS

TYPEMANUFACTURER MODEL COLOR

LOW

EMITTING MISCELLANEOUS

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

07 41 13 MTR-1 METAL ROOF PANELS PER EXTERIOR ELEVATIONS METAL SALES MAGNA-LOC TO BE DETERMINED MTR-1

07 60 00 - THERMAL AND MOISTURE PROTECTION - FLASHING AND SHEET METAL

07 62 00 MTF-2 SHEET METAL FLASHING AND TRIM PER EXTERIOR ELEVATIONS METAL SALES ACCESSORIES AND TRIM TO BE DETERMINED MTF-2

MATERIAL INDEX

TYPE SPEC

MTF-2 07 62 00

MTR-1 07 41 13

A B C D E F G

A210

A210

A210

ARCHITECTURAL PLAN NOTES

A. SEE ARCHITECTURAL INFORMATION SHEETS FOR

ABBREVIATIONS, LEGENDS, SHEET SEQUENCE, AND

GENERAL NOTES FOR ARCHITECTURAL WORK.

B. SEE ARCHITECTURAL INFORMATION SHEETS FOR

ASSEMBLY TYPES.

C. ARCHITECTURAL OVERALL PLANS SHOW SPATIAL

RELATIONSHIPS FOR THE BUILDING AS A WHOLE.

CONSTRUCTION COMPONENTS MAY BE SIMPLIFIED OR

OMITTED FOR CLARITY.

D. ARCHITECTURAL ENLARGED PLANS SHOW FRAMING AND

LAYOUT INFORMATION NOT SHOWN ON PARTIAL PLANS.

E. SEE DOOR SCHEDULE FOR DOOR DETAIL CALLOUTS.

F. DIMENSION REFERENCE POINT CONVENTIONS.

A001

ARCHITECTURAL PLAN LEGEND

NO ARCHITECTURAL WORK THIS AREA

EXISTING WALL AND DOOR

B

2" / 1'-0"

A210

A670

A670

A670

119B

COLUMN BELOW

A210

A670

A670

A670

143B

COLUMN BELOW

D

A670

A210

A670

A670

145C

COLUMN BELOW

SHELF PER

STRUCTURAL

KEY PAD

COVERED

OUTLET

1ST FLOOR

0"

2" / 1'-0"

A670

A670

R-M2

SMOOTH

1ST FLOOR

0"

2" / 1'-0"

R-M2

A670

A670

SMOOTH

1ST FLOOR

0"

A670

A670

R-M2

SMOOTH

SHELF PER

STRUCTURAL

36"

2" / 1'-0"

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

A K

AF AL

T S

TA

E

O

49 TH

S

JAMES D. BARTLETT

No. A10413

R E

G

IS

T

ERED

PROFESSIONAL

ARC

H

IT

E C

T

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

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

30-NOV-2023

11/30/2023 8:50:40 AM

JB

JAC

ARCHITECTURAL

PLANS - 1ST

FLOOR - OVERALL

A210

1" = 40'-0"A210

1 OVERALL PLAN - 1ST FLOOR

3/8" = 1'-0"A210

4 ENLARGED ROOF PLAN - CANOPY 3

3/8" = 1'-0"A210

3 ENLARGED ROOF PLAN - CANOPY 2

3/8" = 1'-0"A210

2 ENLARGED ROOF PLAN - CANOPY 1

3/8" = 1'-0"A210

7 EXTERIOR SECTION - CANOPY 3

3/8" = 1'-0"A210

6 EXTERIOR SECTION - CANOPY 2

3/8" = 1'-0"A210

5 EXTERIOR SECTION - CANOPY 1

EXTERIOR DETAIL NOTES

A. SEE FIRST SHEET IN SERIES FOR EXTERIOR DETAIL

NOTES.

PRE-FINISHED METAL FLASHING WITH DRIP

EDGE

FLASHING FASTENED TO SUPPORT PLATE AT

12" ON CENTER MAXIMUM

16 GAUGE SUPPORT PLATE FASTENED TO

DECKING AT 12" ON CENTER MAXIMUM

FIELD-FORM PANEL LEG 1 1/2" MINIMUM AND SEAL

TO SUPPORT PLATE WITH BUTYL SEALANT

FRAMING PER STRUCTURAL

R-M2

90 DEGREE COLD-FORMED STEEL ANGLE AS

REQUIRED TO SUPPORT RAKE FLASHING

16 GAUGE SUPPORT PLATE FASTENED TO

DECKING AT 12" ON CENTER MAXIMUM

SEE STRUCTURAL FOR FRAMING

STRUCT

GAP PER

R-M2

FASTEN TO SMOOTH

FACE CMU BLOCK

REGLET AND SEALANT

PRE-FINISHED METAL

FLASHING

S M

O O

T H

R O

U G

H

PRE-FINISHED METAL

FLASHING WITH DRIP EDGE

FIELD NOTCH AND HEM PANEL

1 1/2" MINIMUM

FRAMING PER STRUCTURAL

R-M2

OFFSET CLEAT FASTENED THROUGH

METAL FLASHING TO METAL DECK

OFFSET CLIP PER METAL

PANEL MANUFACTURER

PRE-FINISHED METAL FLASHING WITH

DRIP EDGE AND CONTINUOUS CLEAT

Z CLOSURE WITH BUTYL SEALANT

TAPE PER MANUF. FASTENED

THROUGH METAL PANEL TO

SUPPORT PLATE 12" OC MAX

FRAMING PER

STRUCTURAL

R-M2

FASTEN METAL FLASHING TO Z

CLOSURE AT 12" OC MAXIMUM

16 GA SUPPORT PLATE PER

METAL PANEL MANUF.

FASTENED TO METAL DECK

AT 12" OC MAX

OFFSET CLIP PER PANEL

MANUFACTURER

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL SYSTEM OF PUBLIC LANDS

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JAMES D. BARTLETT

No. A10413

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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

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

30-NOV-2023

11/30/2023 8:50:41 AM

JB

JAC

ARCHITECTURAL

DETAILS -

EXTERIOR ROOF

AND CANOPY

A670

BUILDING ENVELOPE INDEX

TYPE BASIS OF DESIGN - PER MATERIAL SCHEDULE

BE-7 SLOPE SHIELD PLUS SA

3" = 1'-0"A670

1 EXTERIOR DETAIL - RAKE FLASHING

3" = 1'-0"A670

2 EXTERIOR DETAIL - WALL CONNECTION FLASHING

3" = 1'-0"A670

3 EXTERIOR DETAIL - LOW EAVE FLASHING

3" = 1'-0"A670

4 EXTERIOR DETAIL - HIGH EAVE FLASHING

C. CONCRETE

1. GENERAL:

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

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

b. MAXIMUM AGGREGATE SIZE OF 3/4".

c. CONCRETE SHALL CONTAIN 6% ±1.5% AIR ENTRAINMENT BY VOLUME.

d. MAXIMUM WATER TO CEMENT RATIO OF 0.45.

e. MAXIMUM SLUMP OF 8" AT TRUCK CHUTE DISCHARGE POINT.

f. EXTERIOR CONCRETE TO BE BROOM FINISHED.

B. 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:

a. 0-25 CY PER DAY: ONE TEST.

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

CONCRETE BUILDINGS.

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

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

2. REINFORCING:

A. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.

B. 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.

C. CLEAR DISTANCE BETWEEN REINFORCING SHALL NOT BE LESS THAN 1.5 BAR DIAMETERS NOR LESS

THAN 1 1/2''.

D. PROVIDE REINFORCEMENT COVER AS FOLLOWS (ACI 7.7), UNLESS NOTED OTHERWISE ON

DRAWINGS:

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

b. CONCRETE EXPOSED TO EARTH OR WEATHER............. 1 1/2" ±3/8"

3. EMBEDDED ANCHORS:

A. ANCHOR BOLTS FOR STEEL COLUMNS SHALL BE ASTM F1554 GRADE 36 HEAVY HEX HEAD UNO.

ANCHOR BOLTS ARE TO BE ACCURATELY PLACED WITH SETTING TEMPLATES.

B. BOLTS SHALL EXTEND PAST FACE OF NUT BY AT LEAST ONE FULL THREAD.

4. COLD-WEATHER CONCRETE:

COLD WEATHER CONDITIONS EXIST WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 40°F DURING CONCRETE PLACEMENT OR STANDARD PROTECTION PERIOD OR AT ANYTIME DURING THE PROTECTION PERIOD. PROTECTION PERIOD DURATION AS OUTLINED BLOW. COMPLY WITH ACI 306.1, STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING AND AS FOLLOWS:

A. SUBGRADE TO BE THAWED PRIOR TO CONCRETE PLACEMENT.

B. DO NOT PLACE CONCRETE ON FROZEN MATERIALS, ICE, SNOW, OR STANDING WATER.

C. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR

CHEMICAL ACCELERATORS UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS.

D. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW IN THE CONCRETE

MIXTURE.

E. ALL MASSIVE EMBEDMENTS (STRUCTURAL STEEL EMBEDMENTS IN CONTACT WITH CONCRETE WITH

A CROSS-SECTIONAL AREA GREATER THAN 4 IN2) MUST BE ABOVE FREEZING BEFORE CONCRETE

PLACEMENT.

F. PROTECT CONCRETE DURING PLACEMENT AND THROUGHOUT THE PROTECTION PERIOD:

a. PROTECTION PERIOD DURATION IS THE MOST RESTRICTIVE OF THE FOLLOWING:

• 3 DAYS

• 5 DAYS FOR FOUNDATIONS AND THICKENED EDGE SLABS.

• UNTIL CONCRETE HAS REACHED A MINIMUM IN-PLACE COMPRESSIVE STRENGTH OF

3500 PSI.

b. MAINTAIN A MINIMUM CONCRETE TEMPERATURE OF 55°F DURING THE PROTECTION PERIOD.

c. DO NOT REMOVE SHORING OR FORMWORK DURING THE PROTECTION PERIOD.

d. DO NOT OVERHEAT AND DRY CONCRETE SURFACES DURING PROTECTION.

e. RECORD CONCRETE TEMPERATURE AT REGULAR TIME INTERVALS AT LEAST TWICE EVERY

24 HOURS.

f. PROTECTION TERMINATION REQUIREMENTS:

• FOLLOWING THE PROTECTION PERIOD GRADUALLY COOL CONCRETE SURFACE BY

THE FOLLOWING MAXIMUM COOLING RATE UNTIL THE CONCRETE SURFACE

TEMPERATURE IS WITHIN 20°F OF THE AMBIENT AIR TEMPERATURE.

1. SECTION THICKNESS LESS THAN 12".............................. 50°F PER 24 HOURS

2. SECTION THICKNESS 12" TO 36" ......................................40°F PER 24 HOURS

3. SECTION THICKNESS 36" TO 72" ......................................30°F PER 24 HOURS

4. SECTION THICKNESS GREATER THAN 72" .....................20°F PER 24 HOURS

G. FOR FLATWORK, USE LOW SLUMP CONCRETE TO MITIGATE PROBLEMS DUE TO BLEED WATER.

H. ALL WATER ADDED TO THE CONCRETE MIX SHALL NOT BE LESS THAN 55°F.

GENERAL STRUCTURAL NOTES

A. DESIGN CRITERIA

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

GOVERNING JURISDICTION.................................................................... STATE OF ALASKA

2. DEAD LOADS

ROOF SUPERIMPOSED DEAD LOAD........................................ 4 PSF

3. SNOW LOADS

GROUND SNOW LOAD Pg ........................................................ 60 PSF FLAT ROOF SNOW LOAD Pf .................................................... 50.4 PSF SNOW EXPOSURE FACTOR Ce .............................................. 1.0

SNOW LOAD IMPORTANCE FACTOR I .................................... 1.0

THERMAL FACTOR Ct .............................................................. 1.2

4. WIND LOADS

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

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

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

ROOFING DESIGN UPLIFT PRESSURE (ULT).......................... 25 PSF

5. SEISMIC LOADS

SS ............................................................................................... 0.996 S1 ............................................................................................... 0.38 SDS ............................................................................................. 0.80 SD1 ............................................................................................. N/A CS................................................................................................. 0.23 R................................................................................................... 3.5 SITE CLASS................................................................................. D (DEFAULT)

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

RISK CATEGORY ....................................................................... II IMPORTANCE FACTOR............................................................. 1.0 BASIC SEISMIC FORCE RESISTING SYSTEM........................ STEEL ORDINARY MOMENT FRAMES DESIGN BASE SHEAR............................................................... 0.2 KIPS (EA CANOPY) ANALYSIS PROCEDURE........................................................... EQUIVALENT LATERAL FORCE METHOD

B. FOUNDATION

1. FOUNDATION DESIGN IS BASED ON IBC TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES.

2. ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF

D. STRUCTURAL STEEL

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

(Fy = 50 KSI).

2. PLATES SHALL BE ASTM A36 (Fy = 36 KSI).

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

OF THE AISC STEEL CONSTRUCTION MANUAL.

4. NON-SHRINK GROUT SHALL BE 5,000 PSI DAYTON SUPERIOR 1107 ADVANTAGE GROUT OR EQUIVALENT.

5. 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.

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

7. 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.

8. 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.

E. STEEL DECK

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

DECK INSTITUTE'S SPECIFICATIONS FOR FABRICATION AND ERECTION.

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

STEEL DECK.

F. 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 ARCHITECTURA DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE

REQUIREMENTS FROM ARCHITECURAL DOCUMENTS 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 SNOW LOAD.

6. DO NOT USE SCALED DIMENSIONS TAKEN FROM STRUCTURAL DRAWINGS. CONTACT STRUCTURAL

ENGINEER IF DIMENSIONAL INFORMATION IS MISSING.

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

A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA.

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.com

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

11/30/2023 9:09:30 AM

PAJ

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GENERAL

STRUCTURAL

NOTES

S001

SPECIAL INSPECTIONS

WORK IS CONSIDERED CONSTRUCTION OF A MINOR NATURE PER

IBC 1701.2 EXCEPTION 1. SPECIAL INSPECTIONS ARE NOT REQUIRED.

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Peter A. Jacobsen

No. SE14544

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30-NOV-2023

A B C D E F G

CANOPY 1

CANOPY 3

CANOPY 2

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.com

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

11/30/2023 9:09:32 AM

PAJ

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CANOPY

LOCATION PLAN

S100 3/32" = 1'-0"S100

1 CANOPY LOCATION PLAN

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S300

S300

KEY PAD ABOVE

EXTERIOR LIGHT

LOCATE AND AVOID/

RELOCATE BURIED

POWER AS REQUIRED

CANOPY 2 FOUNDATION PLAN

H S S3X

3X 3/

F

FACE OF (E) CMU

WALL AND FDN

3' - 4" (FIELD VERIFY)

H

SS

3X 3X

3/

8"

5' - 1"

(E) FOOTING BELOW

H

SS

3X 3X

3/

H

SS

3X 3X

3/

CANOPY 1 FOUNDATION PLAN

S300

EXTERIOR LIGHT

LOCATE AND AVOID/

RELOCATE BURIED

POWER AS REQUIRED

D

(E) FOOTING BELOW

(F

IE

L D

V E

R

IF

Y

S300

S300

KEY PAD ABOVE

CANOPY 3 FOUNDATION PLAN

H

SS

3X 3X

3/

H

SS

3X 3X

3/

H S S3X

3X 3/

H S S3X

3X 3/

B

8"

FACE OF (E) CMU

WALL AND FDN

3' - 4" (FIELD VERIFY) 6' - 1"

(F

IE

L D

V E

R

IF

Y

(E) FOOTING BELOW

CANOPY 2 FRAMING PLAN CANOPY 3 FRAMING PLAN

H S

S X

X

/1

H S

S X

X

/1

2"

/2

10" 4 1/2"5' - 1"

CANOPY 1 FRAMING PLAN

H S

S X

X

/1

H S

S X

X

/1

1 1/2" 16 GA TYPE B

STEEL ROOF DECK

FASTEN TO SUPPORTS

W/ #12 SCREWS EA FLUTE

BUTTON PUNCH SIDE

SEAMS @ 12" OC

4 1/2" 4 1/2"

/2

5' - 9"

S300

HSS3X3X3/16

2" 4 1/2"

HSS3X3X3/16

/2

10" 6' - 1"

FACE OF (E) CMU

WALL AND FDN

(E) SIDEWALK EDGE

(E) SIDEWALK EDGE

(E) SIDEWALK EDGE

S300

S300

S300

S300

S300

S300

S300

1 1/2" 16 GA TYPE B

STEEL ROOF DECK

FASTEN TO SUPPORTS

W/ #12 SCREWS EA FLUTE

BUTTON PUNCH SIDE

SEAMS @ 12" OC

1 1/2" 16 GA TYPE B

STEEL ROOF DECK

FASTEN TO SUPPORTS

W/ #12 SCREWS EA FLUTE

BUTTON PUNCH SIDE

SEAMS @ 12" OC

SIM

S300

SIM

HSS3X3X1/4

HSS3X3X1/4

HSS3X3X1/4

HSS3X3X1/4

H S

S X

X

/4

H S

S X

X

/4

5' - 9"

H

SS

3X 3X

3/

H

SS

3X 3X

3/

KEY PAD ABOVE

GUTTER DOWNSPOUT BELOW

CONFIGURE FOOTING TO CLEAR

H

SS

3X 3X

3/

H

SS

3X 3X

3/

S300

1' - 6"

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.com

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

11/30/2023 9:09:32 AM

PAJ

PAJ

STRUCTURAL

PLANS

S200 1/2" = 1'-0"S200

1 STRUCTURAL PLANS

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1' - 6"

M

IN

(8) #5 VERT

#4 CLOSED TIES W/ 135

DEG HOOKS AS SHOWN

@ 8" OC W/ (2) TIES

WITHIN TOP 5" OF

FOUNDATION

1" CHAMFER

T.O. FDN TO MATCH T.O. SLAB

ADJACENT TO BUILDING

8" MIN PEA

GRAVEL

COMPACTED STRUCTURAL FILL

AROUND CONCRETE PIER

WRAP FOUNDATION W/ (2) LAYERS

MIN POLY SHEETING

ø 1' - 2

S300

3/4X6X6" BASE PLATE

ON 1" NON-SHRINK GROUT

W/ (4) 5/8"Ø ANCHOR BOLTS

EMBEDDED AS SHOWN

5/16

2"

TOP OF STEEL

EL = 8'-6"

10" 4 1/2"

8'-1" CANOPY 1

6' - 1" CANOPIES 2 AND 3

3/8" CONT PLATE (TYP)

3/16

3/16

ARCH

EXPOSED, TYP

TOP OF STEEL

EL = VARIES

1' - 0"

2"

4 1/2"5' - 1"

FILL GAP, TYP

3/16

ARCH

EXPOSED, TYP

3/8X7X7" BEARING

PLATE (TYP)

3/8X7X7" COLUMN

CAP PLATE (TYP)

1" TYP (4) 5/8"Ø BOLTS

3/16

3/16

T.O. FDN TO MATCH

SIDEWALK

8"

(E) FINISHED FLOOR

REFERENCE EL = 0'-0"

S300

SAW CUT SLAB (N/A @ SIM)

(2) #3X1'-0" ADHESIVE DOWELS EA SIDE

OF FOOTING EMBEDDED 3" IN (E)

SIDEWALK AND (E) CMU WALL

FINISH FOOTING SURFACE TO

MATCH (E) SIDEWALK

(2) #4 EA WAY

1' - 4" SQUARE

/2

L5X5X3/8X0'-5"

CHAMFER EDGES

FILL GAP

ARCH

EXPOSED

NOTE: SEE ARCH DRAWINGS

FOR SHELF LOCATION

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.com

30 NOV 2023

FDO ENTRY

CANOPIES

902304

AECC511

11/30/2023 9:09:33 AM

PAJ

PAJ

STRUCTURAL

DETAILS

S300

1" = 1'-0"S300

1 14" SONOTUBE FOUNDATION

1" = 1'-0"S300

4 BASEPLATE DETAIL

1" = 1'-0"S300

5 CANOPY ROOF FRAMING SECTION 1

1" = 1'-0"S300

6 CANOPY ROOF FRAMING SECTION 2

1" = 1'-0"S300

2 FOUNDATION ADJACENT TO EXISTING BUILDING

1" = 1'-0"S300

3 STEEL SHELF

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