Chiller_B4196_Model_(1).pdf

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Keyed Notes:

1 EXISTING WINDOW

2-EXISTING WALL

3-EXISTING DOWNSPOUT

4-EXISTING TURF

5- EXISTING CONCRETE SIDEWALK

6- EXISTING CONCRETE CURB

7- EXISTING HVAC CONDENSER

8- REMOVE ELECTRICAL SWITCH

9- CUT WATER LINE, REMOVE, SOIL FILL VOID WITH BASE MATERIAL

10- NEW LOCATION OF WATER LINE. SAW CUT SIDEWALK AND CURB. EXCAVATE SIDEWALK, CURB & STREET. PROVIDE 8” WATER LINE WITH THRUST BLOCKS AT CORNERS. FILL WITH BASE MATERIAL PROVIDE CONCRETE, ASPHALT AND SOIL TO MATCH EXISTING MATERIAL REMOVED. FINISHED SURFACE

SHALL MATCH AND BE FLUSH WITH ADJACENT SURFACE.

11 EXISTING ASPHALT STREET

12- PROVIDE GATES. SEE ATTACHED DRAWINGS OF EXISTING UTILITY YARD ENCLOSURE.

13- CMU WALL W/STUCCO SEE ATTACHED DRAWINGS OF EXISTING UTILITY YARD

14- DECORATIVE MASONRY SCREEN UNIT. PROVIDE PROPER AIRFLOW AND POSITIVE VISUAL SIGHTLINE

TO AREA BETWEEN CHILLER AND BUILDING EXTERIOR WALL.

15- CONCRETE SLAB. SLOPE 1/8”/FT TOWARDS SIDEWALK. SEE ATTACHED DRAWINGS OF EXISTING

UTILITY YARD ENCLOSURE.

16- CHILLER

17- 4” x 4” STL TUBE COLUMN GATE SUPPORT EMBEDDED IN CONCRETE. MATCH STYLE OF ATTACHED, EXISTING UTILITY WALL ENCLOSURE GATE.

A-201C1

1"

6' - 4" 10' - 4" 6' - 8"

5' - 6 5/8"

5' - 5 1/2" 5' - 5 1/2" 5' - 5 1/2"

A-403

C1

A-403

C3

CABLE SUPPORT

SYSTEM STAINLESS

STEEL AIRCRAFT

CABLES TYP.

TURNBUCKLE

(TYP.)

TYPICAL NETTING /

CABLE CONNECTION.

REFER C4/A-503

TYPE A

INTERMEDIATE

COLUMN. REFER

A1/A-503

TYPE B CORNER

COLUMN. REFER

A1/A-503

A1 A-301

8' - 0" 6' - 8" 8' - 8"

1" 23' - 4"E.J.

6'

6'

6'

8"

8"

E Q

E

Q

8'

/8

8'

/8

8'

/8

8'

/8

8'

/8

8'

/8

8'

/8

E.J.

PROVIDE POSITIVE

DRAINAGE @ MIN.

1%.

FLOOR PLAN

0"

MECHANICAL YARD

-1' - 4"

T.O. WALL

7' - 8"

A2 A-403

60' - 0"

MASONRY SCREEN

WALL OPENING UNIT

REF: C3/A-503

CAST STONE

COPING

STUCCO FINISH

ON CMU

MATCH CHAMFER TO

EXISTING BLDG.

98' - 8"

100' - 0"

107' - 8"

C.J. (TYP.)

A1

ASI-01

A3

A-403

FLOOR PLAN

0"

MECHANICAL YARD

-1' - 4"

T.O. WALL

7' - 8"

CAST STONE

COPING

STUCCO FINISH

ON CMU

PAIR OF STL. SWING

GATES - 1/2" SP.

STL. BARS @ 4" O.C.

HEAVY DUTY PIN

HINGES

HEAVY DUTY

HASP &

PADLOCKGATE DROP RODS

& PIPE SLEEVE

EXIST. CONSTRUCTION

23' - 4"1/2" E.J.

MATCH CHAMFER

TO EXISTING BLDG.

98' - 8"

100' - 0"

107' - 8"

FLOOR PLAN

0"

MECHANICAL YARD

-1' - 4"

T.O. WALL

7' - 8"

CAST STONE

COPING

STUCCO FINISH

ON CMU

23' - 4" 1/2"

EXIST.

CONSTRUCTION

E.J.

MATCH CHAMFER TO

EXISTING BLDG.

98' - 8"

100' - 0"

107' - 8"

C.J. (TYP.) PROVIDE OPENING

FOR DRAINAGE

FLOOR PLAN

0"

MECHANICAL YARD

-1' - 4"

T.O. WALL

7' - 8"

CAST STONE COPING

ANCHORED TO BOND BEAM

CABLE SUPPORT

SYSTEM

NYLON NETTING

TYPICAL T.S. CABLE

SUPPORT SYSTEM

STUCCO FINISH

ON CMU

PAINT FINISH ON

CMU - INTERIOR

FILL CAVITY SOLID

W/ GROUT

MATCH CHAMFER TO

EXISTING BLDG.

8" CMU BOND BEAM W/

2 - #5 CONT. REINF. -

FILL WITH GROUT

# 5 VERT. REINF.

@ 24" O.C.

#5 DOWELS X

@ 24" O.C.

(MATCH VERT. REINF.)

#4 @ 12 " TRANS

4 - #5 LONGITUDINAL

#4 SMOOTH DOWEL

@ 18" O.C.

#4 @ 12" O.C.E.W.

4' - 0"

6" 1'

1'

1/2" E.J. MATERIAL W/ SEALANT & BACKER ROD

4" CMU COURSE ( TO ALLOW FOR COURSING OF 12" UNITS )

98' - 8"

100' - 0"

107' - 8"

4 - #4 CONT.

5' -6

FLOOR PLAN

0"

MECHANICAL YARD

-1' - 4"

SCREEN WALL

PVC PIPING FROM

HVAC UNITS

FINISH GRADE

TURN DOWN PVC 12"

BELOW GRADE

SUMP

BASIN

UNIT

INSTALL SUMP BASIN UNIT FOR AIR HANDLER UNIT CONDINSATE PIPING

AND ROUTE UNDERGROUND DISCHARGE PIPING FROM BASIN TO

SANITARY SEWER CLEAN OUT LOCATED ON WEST SIDE OF BUILDING

ROUTE PIPING BETWEEN SIDE WALK AND BUILDING FOOTPRINT

Sheet Reference Number:

US Army Corps of Engineers

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Fort Worth District ofSheet

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This electronic drawing file is released under the authority of Troy C. Secord - 12994, on 12/01/09, who maintains the original file. This electronic drawing file may be used as a background drawing. Pursuant to Rule 1.103

(f) of the Rules and Regulations of the Texas Board of Architectural Examiners, the user of this electronic drawing file agrees to assume all responsibility for any modification to or use of this drawing file that is inconsistent with the requirements of the Rules and Regulations of the Texas Board of Architectural Examiners.

No person may make any modification to this electronic drawing file without the Architect's express written permission.

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RECORD DRAWING AS-BUILT - DECEMBER 2009

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A s in di ca te d

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SCALE: 1/8" = 1'-0"

A1 ENLARGED FLOOR PLAN

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

B2 NORTH ELEVATION

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

C1 EAST ELEVATION

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

C3 WEST ELEVATION

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

A2 SCREEN WALL SECTION

GATE OF 2" SQ. TUBE FRAME & 1/2"

SQ STL. BARS VERT. @ 4" O.C.

ALL WELDED CONSTRUCTION,

PRIME & PAINT - PROVIDE (3) PIN

HINGES PER JAMB, HASP &

PADLOCK.

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

A3 SCREEN WALL SECTION

6 1/2" 1/2"

MASONRY WALL

1/4" STAINLESS STEEL

AIRCRAFT CABLE

(PERIMETER CABLE)

SUPPORT RING

STEEL COLUMN

BASE PLATE REF.XX/XXX

THIMBLE

2 - STAINLESS

STEEL CABLE

CLIPS

1/4" STAINLESS

STEEL AIRCRAFT

CABLE

(INTERMEDIATE

CABLE.)

5" 2"

6 1/2"

1/

2"

1 1/2" 4 1/4" 3/4"

MASONRY WALL

1/2" DIA. HOLE

3/8" PLATE W/

1" RADIUS

1" RADIUS

AIRCRAFT

CABLE

1" DIA. HOLE

GROUND FRONT

EDGE ROUND

PL 3/8"x 6-1/2"x 0'-4"

TYPE A STEEL COLUMN

(TS 5"x3"x3/8")

PLAN

SECTION

5" 2"

6" 1"

1/

2"

1 1/2" 2 5/8"

MASONRY WALL

3/8" PLATE

W/ 1" RADIUS

AIRCRAFT

CABLE

1" DIA. HOLE

GROUND FRONT

EDGE ROUND

PL 3/8"x 6-1/2"x 0'-6-1/2"

TYPE B STEEL COLUMN

(TS 5"x5"x3/8")

PLAN

SECTION

1/

4"

1/2"

1/2" DIA. HOLE

5 1/2"

1/

2"

BASE PLATE REF. XX/XXX

STEEL COLUMN

1/4" STAINLESS STEEL

AIRCRAFT CABLE

(PERIMETER CABLE)

THIMBLE

1/2" THICK STEEL SUPPORT

RING

MASONRY WALL

THIMBLE

1/4" STAINLESS STEEL

AIRCRAFT CABLE

(PERIMETER CABLE)

TYPE A

INTERMEDIATE COLUMN

TYPE B

CORNER COLUMN

1/4

1/4

PLAN

SECTION

TYPE A

INTERMEDIATE COLUMN

TYPE B

CORNER COLUMN

PLAN

SECTION

8 7/8"

1" 6 7/8" 1"

7/

8"

1"

7/ 8"

1"

8 7/8"

1" 6 7/8" 1"

7/

8"

1"

7/ 8"

1"

TYPE A STEEL COLUMN

(TS 5"x3"x3/8")

ANCHOR BOLTS

MASONRY WALL

TYPE A STEEL COLUMN

(TS 5"x5"x3/8")

ANCHOR BOLTS

MASONRY WALL

TYPE A STEEL COLUMN

(TS 5"x5"x3/8")

TYPE A STEEL COLUMN

(TS 5"x 3"x 3/8")

3/4" ANCHOR BOLTS

CONC. SLAB

1'

1/2" PLATE TYPE B STEEL COLUMN

(TS 5"x 5"x 3/8")

3/4" ANCHOR BOLTS

CONC. SLAB

1'

1/2" PLATE

1/2" PLATE

1/2" PLATE

1/4 1/4

1 7/8" SQUARE MESH

BLACK, TYP 66-728 NYLON

NETTING

5/16" NYLON BORDER

ROPE

1 1/2" DIAMETER

STAINLESS STEEL SNAP

RINGS AT 4'-0" O.C.

(COMPLETELY AROUND

PERIMETER)

1/2" STAINLESS STEEL

AIRCRAFT CABLE

ACTIVE LEAF

3/4" DROP ROD INTO PIPE

SLEEVE CORE DRILLED AND

GROUTED INTO CONCRETE

SLAB

HEAVY DUTY HASP FOR

PADLOCK @ 3'-6" ABOVE

FINISH GRADE

1"

2" x 8" METAL FRAME ANCHORED TO 1/2" DIA. x

8" LONG EXPANSION

BOLTS. 4 PER JAMB

GATE WHERE OCCURS

MASONRY WALL

HEAVY DUTY HINGES

11 7/8"

/8

5 3/4"

5 3/4"

11 7/8"

Sheet Reference Number:

US Army Corps of Engineers

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This electronic drawing file is released under the authority of Troy C. Secord - 12994, on 12/01/09, who maintains the original file. This electronic drawing file may be used as a background drawing. Pursuant to Rule 1.103

(f) of the Rules and Regulations of the Texas Board of Architectural Examiners, the user of this electronic drawing file agrees to assume all responsibility for any modification to or use of this drawing file that is inconsistent with the requirements of the Rules and Regulations of the Texas Board of Architectural Examiners.

No person may make any modification to this electronic drawing file without the Architect's express written permission.

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S A

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In di an a, S ui te

Ph on e:

0)

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W ic hi ta F al ls

, T ex as

P.

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L am pa sa s, T ex as

H ig hw ay

E as t

Ph on e:

2)

-5

RECORD DRAWING AS-BUILT - DECEMBER 2009

R E

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A s in di ca te d

A-503

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SCALE: 3" = 1'-0"

A1 CABLE SUPPORT DETAILS

SCALE: 3" = 1'-0"

A3 COLUMN BASE PLATE DETAILS

SCALE: 3" = 1'-0"

C4 TYP. NETTING / CABLE

SCALE: 3" = 1'-0"

C1 DOUBLE GATE DETAIL

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

C2 GATE HINGE DETAIL

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

C3 MASONRY SCREEN UNIT