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A4.1C

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A2.1C : A4.1C 1/4" = 1'-0"

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10 MIDDLE RESIDENCE WEST ELEVATION 12

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FAX 4 0 6 . 7 2 1 . 1 8 8 7

PH 4 0 6 . 7 2 1 . 5 6 4 3

M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

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H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

IN

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PROJECT No 09051

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12.16.09

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E G I S T E R E D P

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F ESS IONA

L A R C H I T E C

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G . NO .

JAMES R. McDONALD

EXTERIOR ELEVATION KEYNOTES

EXHAUST FAN DUCT TO EXIT AT SOFFIT. PROVIDE SCREENED

CONNECTION AT SOFFIT.

SHIPLAP 'TRUWOOD OLD MILL SHINGLE SIDING'

NEW RAIN GUTTERS. FIELD COORDINATE DOWNSPOUT

LOCATIONS WITH 'TIGHTLINE' DRAIN COLLECTION. SEE SITE

PLAN.

NEW RAISED GRADE TO 6" BELOW 1x12 HARDIBOARD SKIRT

NEW 5 SF SCREENED GABLE VENT

1x12 HORIZONTAL HARDIETRIM BAND OVER HARDIEPANEL

SIDING

A2.1C : A4.1C

MIDDLE RESIDENCE SOUTH ELEVATION

1x8 HORIZONTAL HARDIETRIM BAND OVER HARDIEPANEL

SIDING. ALIGN WITH BOTTOM OF EAVES

1x4 HARDITRIM OVER HARDIEPANEL SIDING. TYPICAL AT INSIDE

AND OUTSIDE CORNERS

1x3 HARDITRIM BATTONS OVER HARDIEPANEL SIDING

NEW ±3'-0"x1'-8" (R.0.) WINDOW AT TOP OF EXISTING OPENING. SILL

HEIGHT 5'-0" AFF TO COORDINATE WITH VERTICAL GRAB BAR.

1/4" = 1'-0"

A2.1C : A4.1C 1/4" = 1'-0"

MIDDLE RESIDENCE EAST ELEVATION

A2.1C : A4.1C

MIDDLE RESIDENCE NORTH ELEVATION

1/4" = 1'-0"

OPEN

44 4

7 TYPICAL

TYPICAL

8 TYPICAL

9 TYPICAL

NEW ±3'-4"x1'-8" (R.0.) WINDOW AT TOP OF EXISTING OPENING. SILL

HEIGHT 5'-0" AFF TO COORDINATE WITH VERTICAL GRAB BAR.

NEW EXTERIOR WALL FRAMING BELOW NEW WINDOW

7 TYPICAL

TYPICAL

8 TYPICAL

9 TYPICAL

7 TYPICAL

TYPICAL

8 TYPICAL

9 TYPICAL

7 TYPICAL

TYPICAL

8 TYPICAL

9 TYPICAL

8 TYPICAL

8TYPICAL

8TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

NOTES:

1. NEW SMOOTH 516" HARDIEPANEL SIDING OVER ALL EXTERIOR WALLS.

2. SEE SHEET A2.1C FOR GENERAL PROJECT NOTES AND GENERAL WORK

REQUIRED AT THIS RESIDENCE

NEW 1"x3.5" HARDIETRIM OVER HARDIEPANEL SIDING AT DOORS AND

WINDOWS

RAILING BEYOND NOT SHOWN FOR CLARITY

14 EXISTING ROOF-PROTECT

14 14

14 14

14 14

NEW EXTERIOR LIGHT FIXTURE WITH PHOTOCELL AND TIMER. SEE

E2.1C. NEW FIXTURE TO NOT INTRUDE WITHIN 6'-8" HEAD CLEARANCE.

A

110.1

A

106.1

15 15

NEW ACCESSIBLE RAMP AND LANDING. SLOPE 1:12 MAXIMUM. SEE

STRUCTURAL.

16 16

A2.1C : A4.1C 1/2" = 1'-0"

1 LOWER RAMP SECTION

A2.1C : A4.1C 1/2" = 1'-0"

6 UPPER RAMP SECTION 8

A2.1C : A4.1C

RAMP CROSS SECTION

1/2" = 1'-0"

A2.1C : A4.1C

RAMP CROSS SECTION

1/2" = 1'-0"

TREX 5 4

DECKING2

CONTINUOUS 2x6

CEDAR RAIL

SCHEDULE 40 (1 5

CONTINUOUS METAL

PIPE HANDRAIL

(GALVANIZED)

2x2 CEDAR

BALUSTERS BETWEEN

2x4 POSTS

2x4 CEDAR POST.

FASTEN WITH (3)

4" CARRIAGE

BOLTS AND

WASHERS PER

POST

2x4 CEDAR UPPER

RAILING

RAMPED CONCRETE PAD ON NEW

6"-12" DEEP 3 4" PLUS GRAVEL

BASE-SEE STRUCTURAL DRAWINGS

6" LEVEL

4'-0" (MATCH ADJACENT RAMP SLOPE)

CONTINUOUS HANDRAIL

1'-0"

1'-0"

1'-0"

EXISTING CONC. SIDEWALK

EXISTING COLUMN

BEYOND

EXISTING COLUMN

TREX 5 4

DECKING

RAMP NOTES:

1. LOWER SECTION OF RAMP BEYOND NOT SHOWN FOR CLARITY.

2. ALL WOOD MEMBERS AT RAMPS AND LANDINGS SHALL BE PRESSURE TREATED.

3. ALL HARDWARE SHALL BE GALVANIZED. ALL FASTENERS SHALL BE GALVANIZED OR APPROPRIATE OUTDOOR

GRADE.

4. MAXIMUM RAMP SLOPE SHALL BE 1:12

5. COORDINATE ALL CONSTRUCTION WITH STRUCTURAL DRAWINGS.

6. ALL LUMBER WITHIN 16" OF GRADE SHALL BE ALL WEATHER WOOD (AWW)

7. MITER CUT ALL CORNERS.

CONTINUOUS 2x4

CEDAR RAIL

(2) AWW 2x10. PROVIDE 2x10 JOIST

HANGERS AT RAMP STRINGERS

(2) AWW 2x8 BEAM ON SIMPSON HANGER

2x6 FRAMING AT 16" OC

TREX 5 4

DECKING

TREX 5 4

DECKING

TREX 5 4

DECKING

3 3

3 3 3 3

3 3 3

SEE STRUCTURAL

DRAWINGS

312" TYPICAL MAXIMUM SPACING BETWEEN MEMBERS

3'-0" (MIN CLR)

ALIGN

FIELD COORDINATE

LANDING HEIGHT WITH

INTERIOR FINISH

FLOOR AND DOOR

THRESHOLD. PROVIDE

WHEELCHAIR

ACCESSIBLE

TRANSITION

THROUGHOUT.

PROVIDE 3 4"+ GRAVEL

OVER FABRIC WEED

BARRIER UNDER RAMPS

AND LANDINGS. SEE

12/A2.1C FOR FURTHER

EXTENTS.

PROVIDE 3 4"+ GRAVEL

OVER FABRIC WEED

BARRIER UNDER RAMPS

AND LANDINGS. SEE

12/A2.1C FOR FURTHER

EXTENTS.

EXISTING WOOD COLUMN

PROVIDE 3 4"+ GRAVEL

OVER FABRIC WEED

BARRIER UNDER RAMPS

AND LANDINGS. SEE

12/A2.1C FOR FURTHER

EXTENTS.