554_Asbuilts.pdf

1/2" EXPANSION MATERIAL

CURB

EXISTING CONCRETE

1/2" EXPANSION MATERIAL

W/ #3 BAR @24" O.C.

(2)#5 BARS CONT.

4" CONCRETE

6" x 6"x 2.9 x 2.9 W.W.M.

12"

1/

2" 2"

6" x 6" x 2.9 x 2.9 W.W.M.

COMPACTED SUBGRADE

GRAVEL BASE

6 MIL PLASTIC

4" 6"

NONE SHRINK EPOXY GROUT.

FOUNDATION TO RECEIVE DOWELL. GROUT WITH

EXISTING

#5 BAR @ 8" O.C. DRILL EXISTING

UNDISTURBED MATERIAL

GRAVEL BASE

4"18

6 MIL PLASTIC

6"

W/ #3 BAR @24" O.C.

12"

(2)#5 BARS CONT.

6" x 6" x 2.9 x 2.9 W.W.M.

6" 6"

6" x 6" x 2.9 x 2.9 W.W.M.

UNDISTURBED SOIL

6" x 6" x 2.9 x 2.9 W.W.M.

COMPACTED SUBGRADE

1/2" EXPANSION MATERIAL

4" CONCRETE

1/

2"

4"

2"

REACTION CALCULATIONS

COMPACTED SUBGRADE

(5)#5 BARS EACH WAY

3'

6 MIL PLASTIC

GRAVEL BASE

4" 6"

RIGID FRAME

4'

4" REINFORCED

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

FOUNDATION PLAN

CONCRETE WALK

EXISTING

1/2" EXPANSION MATERIAL

EXISTING CURB

BETWEEN EXISTING AND

3 3

3 3

3 3

6'

3 3

3'

CONCRETE WALK

4" REINFORCED

NEW FOUNDATION

3 3

3 3

EXISTING FOUNDATION

3 3

3 3

30'

EXISTING CURB

RIGID FRAME, TYP.

1-1/2" 2"

GROUT EXISTING PANEL BASE CUT-OUT SOLID

FOUNDATION

W/ NON-SHRINK EPOXY GROUT.

COMPACTED SUBGRADE

#5 HAIRPIN 6' LONG

TRENCH DRAIN.

SEE DETAIL 2/4.

#5 HAIRPIN, EACH

LEG 6' LONG, TYP.

SQUARE

CONTROL JOINT

@ 5' O.C., TYP.

1/2" EXPANSION MATERIAL BETWEEN

EXISTING CURB AND NEW WALK

SEE DETAIL 3/4.

NEW SIDEWALKS. SEE DETAIL 3/4.

CONCRETE

WALK

AND BUILDING FOUNDATION.

CONT. 1/2" EXPANSION

JOINT BETWEEN SIDEWALK

SEE DETAIL 3/4.

WALK

EXISTING

CONCRETE

NEW SIDEWALKS. SEE DETAIL 3/4.

1/2" EXPANSION MATERIAL

BETWEEN EXISTING ANDCONTROL JOINT

@ 5' O.C., TYP.

1/2" EXPANSION MATERIAL BETWEEN

EXISTING CURB AND NEW WALK

SEE DETAIL 3/4.

CONTROL JOINT

@ 5' O.C., TYP.

2"

2"

2"

EXISTING CURB

SLOPE TO TOP OF

1/2"

EXISTING CURB, SIDEWALK OR

FOUNDATION ON NEW ADDITION

CONCRETE WALK

NEW 4"

1/4"R

1"

1/4"

OR UNDISTURBED MATERIAL

BY BLDG. MANUFACTURES

ANCHOR BOLTS AS REQUIRED

2"

SEE DETAIL 5/3, TYP.

COMPACTED SUBGRADE OR

3"

MATCH EXISTING

3"

SIMILAR

(95% of ASTM D 698)

(95% OF ASTM D 698)

(95% OF ASTM D 698)

4" REINFORCED

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

FOUNDATION PLAN

CONCRETE WALK

TRENCH DRAIN.

SEE DETAIL 2/4.

CONTROL JOINT

@ 5' O.C., TYP.

AND BUILDING FOUNDATION.

CONT. 1/2" EXPANSION

JOINT BETWEEN SIDEWALK

SEE DETAIL 3/4.

SEE DETAIL 5/3, TYP.

8'6'4'2'1'0

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

6" 6"

SCALE: 1" = 1'0"

0 1'

GRAPHIC SCALE

NOTE: NUMEROUS UNDERGROUND ELECTRICAL UTILITIES

EXIST IN THIS VICINITY. LOCATE IN FIELD PRIOR

TO FOUNDATION EXCAVATION. SEE SHEET 10

FOR APPROXIMATE LOCATION.

EAST ELEVATION

WEST ELEVATION

EXISTING STRUCTURE

EXISTING

DOWNSPOUT

EXISTING METAL SIDING

EXISTING METAL ROOF

EXISTING LIGHT FIXTURE

EXISTING METAL GUTTER

NEW ADDITION

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

SOUTH ELEVATION

PROFILE AND FINISH)

METAL SIDING

NEW ADDITION

EXISTING GRAVITY ROOF VENTS [3]

EXISTING GAS METER

EXISTING STRUCTURE

FINISHED GRADE

FINISHED GRADE

EXISTING HORIZONTAL LOUVERS

WINDOW

EXISTING BUILDING NUMBER

EXISTING SOUTH ELEVATION: DEMOLITION

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

REMOVE EXISTING TRIM

REMOVE EXISTING METAL SIDING

24"x12" LOUVERS.

CONCRETE

RELOCATE EXISTING

VENTILATORS

GRAVITY

EXISTING

ROOF VENT

GRAVITY

ROOF VENT

GRAVITY

RELOCATED LIGHT FIXTURE

METAL GUTTER (MATCH EXISTING GUTTER PROFILE AND FINISH)

METAL DOWNSPOUT (MATCH EXISTING

DOWNSPOUT PROFILE AND FINISH)

EXISTING DOWNSPOUT

METAL DOWNSPOUT (MATCH

METAL GUTTER (MATCH EXISTING

EXISTING CONCRETE CURB

DOWNSPOUT PROFILE AND FINISH)

METAL DOWNSPOUT (MATCH EXISTING

METAL GUTTER (MATCH EXISTING

GUTTER PROFILE AND FINISH)

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

SEE SOUTH ELEVATION

CORNER TRIM

REMOVE EXISTING

BOTH SIDES

REMOVE EXISTING DOOR,

FRAME AND THRESHOLD COMPLETE FRAME AND THRESHOLD.

REMOVE EXISTING DOOR,

SEE WEST ELEVATION

24"x12" LOUVERS.

RELOCATED EXISTING

GUTTER PROFILE AND FINISH)

METAL CORNER TRIM

WINDOW AS SCHEDULED.

RELOCATED DOOR. SEE

9'

5 8

5 84

5 6

5 6

5 7

5 8 EXISTING

CURB

NEW AND EXISTING

STRUCTURE

SECTION BETWEENAT SOUTH GABLE

PROFILE AND FINISH)

METAL WALL PANEL (MATCH EXISTING

PANEL PROFILE AND FINISH)

(MATCH EXISTING TRIM)

(MATCH EXISTING TRIM

EXISTING PANEL PROFILE AND FINISH)

METAL ROOF WALL PANEL (MATCH

REMOVE EXISTING METAL

WALL PANELS

BUILDING SECTION

5 7

L-2, SEE MECHANICAL. (PAINT TO

5 9DOOR SCHEDULE.

THIS SHEET.

THIS SHEET

FOUNDATION. SEE FOUNDATION PLAN.

FOUNDATION. SEE FOUNDATION PLAN.

FOUNDATION. SEE FOUNDATION PLAN.

FOUNDATION. SEE FOUNDATION PLAN.

TRENCH DRAIN

SEE DETAIL 2/4

SEE DETAIL 2/4

TRENCH DRAIN

MATCH BUILDING SIDING.)

MATCH BUILDING SIDING, TYPICAL)

3±

3± 12±

ELECTRIC METER

PAINT CONDUIT TO MATCH BUILDING. (ALL

NEW CONDUIT ON EXTERIOR OF NEW AND

EXISTING BUILDING SHALL BE PAINTED.)

WEST ELEVATION

EXISTING

DOWNSPOUT

EXISTING LIGHT FIXTURE

DOOR

NUMBER

DOOR

MARK SIZE MAT'L. FIN. SET

HWD. FRAME

DETAIL MAT'L FIN. REMARKS

DOOR SCHEDULE

A

B

3'-0" x 6'-8" MTL

WD

WD

WD

A

PAINT

STAIN

3'-0" x 6'-8"

2'-8" x 6'-8"

2'-8" x 6'-8"

2'-8" x 6'-8"

2'-8" x 6'-8"

3'-0" x 6'-8"

2'-8" x 6'-8"

STAIN

STAIN

EXIST'G

HW-1

HW-2

HW-2

HW-2

HW-2

5/6

MTL

MTL

MTL

MTL

MTL

PAINT

PAINT

PAINT

PAINT

PAINT

B

B

A

3/6 -

STAIN

PAINTMTL

WD

MTL1/6HW-2STAINWD PAINT

- 2

REMOVE AND RELOCATE EXISTING 3'-0" x 6'-8" EXTERIOR DOOR, FRAME, AND HARDWARE

COMPLETE [SEE DOOR #1]. PROVIDE DOOR AS SCHEDULED.

RELOCATED EXISTING DOOR AND HARDWARE [SEE DOOR #7].

REMOVE EXISTING 3'-0" x 6'-8" DOOR, FRAME, AND HARDWARE COMPLETE. PROVIDE CASE

OPENING [SEE DETAIL 2/6].

DOOR SCHEDULE NOTES:

1/6

1/6

1/6

1/6

HW-2STAINWD

8 - - - NONE- -2/6 - 3

PROVIDE RETURN AIR GRILLS IN DOORS. DOORS 3, 5, & 6 PROVIDE 14" x 8" GRILL.4 DOOR 4 PROVIDE 6" x 8" GRILL.

BUILDING SECTION

0"

EXISTING

CURB

7' 6"

WALK

CONCRETE

5 6

1ST SERGEANT OFFICE

METAL ROOF PANEL (MATCH

R-11 VINYL FACED INSULATION

EXISTING PANEL PROFILE AND FINISH)

6 7

RIGID FRAME

40'-0"

SUPER. OFFICE

STORAGE

RIDGE VENT, SEE DETAIL #2 ON SHEET 8

RIGID FRAME

INSULATION

PURLIN

6"

ENDLAP SEALANT

RIDGE PANEL

ROOF PANEL

INSULATION

PURLIN

PANEL SCREW

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

RIDGE PANEL DETAIL4

5 8

0"

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

SECTION

7' 6"

PURLIN BEYOND

(MATCH EXISTING PANEL)

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

GRAPHIC SCALE

40"36"9"3"0 12" 24"6"3" 18"

FOUNDATION

EXISTING

FOUNDATION PLAN

FOUNDATION. SEE

9"THROAT

BIRD SCREEN

SIDE PANEL

RAIN CAP

DAMPER

SKIRT

CLOSURE

5 8

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

RIDGE VENT DETAIL

6"

ROOF PANEL

RIGID FRAME

INSULATION

PURLIN

RIGID FRAMERIGID FRAME

8' 0"

EXISTING BASE

ANGLE

EXISTING ENDWALL

COLUMN BASE ANGLE

EXISTING FLOOR

BASE

EXISTING ENDWALL

COLUMN

EXISTING 2x4

WOOD STUD WALL

EXISTING

INSULATION

4' VINYL BASE

5/8" GYP. BD.

STUD TRACK

3-5/8" METAL

STUDS @ 16"O.C.

EXISTING

INSULATION

EXISTING METAL

ROOF PANEL

EXISTING RAKE CHANNEL

EXISTING

CEILING

EXISTING WALL

GIRT

SUSPENDED ACOUSTICAL

CEILING SYSTEM

STUD TRACK

R-38 LAY-IN

BATT INSULATION

RIGID FRAME EXISTING

RIGID FRAME

EXISTING PURLIN

BEYOND

5 8

METAL ROOF PANEL

CONT. 3-5/8"

CONT. 3-5/8"

EXISTING

STRUCTUREADDITION

NEW

PROFILE AND FINISH

GROUT EXISTING BASE NOTCH

SOLID W/ NONE SHRINK GROUT

R-11 INSULATION

COMPACT SUBGRADE TO

95% OF ASTM D 698

FLOOR

No.7848

PROFESSIONAL

REGISTERED

ENGINEER

T

L

ARKANSAS

GL

NE N

ST A

YB

KOC E

OE F

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

SECTION

FOUNDATION PLAN

FOUNDATION. SEE

4' VINYL BASE

5/8" GYP. BD.

STUD TRACK

5 8

CONT. 3-5/8"

COMPACT SUBGRADE TO

95% OF ASTM D 698

FLOOR