Drawing_25-36_pages.pdf

A

B C D E F G.9 JG.7

1.11.1

F.5 H

2.3

2.5

3.5

4.4

4.7

3.7

F.7 F.9

1.2

4.3

A BA.8A.2

G

LOW ROOF BELOW

OPEN ROOF BELOW

OPEN ROOF BELOW

LEGEND

S

3/S-204

2/S-204

P A

R T

I T

I O

N

A

S S

E M

B L

Y

B

Y

O

T H

E R

S

W12x14

W x

W x

W12x14

W12x14

W x

W x

W12x14

S

EXIST'G FRAME

TO BE REMOVED

EXIST'G FRAME

TO BE REMOVED

NEW FRAME TO

BE ADDED

NEW FRAME TO

BE ADDED

N E

W

F

R A

M E

L O

W

N E

W

F

R A

H

I G

H

N E

W

F

R A

I G

H

TOS EL. 25'-0"

TOS EL. 25'-0"

EXISTING MANUF. BLDG.

TO REMAIN

NEW 4" STUD WALL

NEW 6" STUD WALL

TOP OF STEEL = VARIES UNLESS

(T.O.S.) NOTED OTHERWISE

W x

C x

W x x

Sheet

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t e

D r a w n

B y

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

R T

O O

D

T

E X

A S

B L

D G

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

I S

C

U M

E N

T

L E

A S

F

E

P U

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O

F

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R

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I E

W

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A U

T H

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I T

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A Y

A

D

A Y

A N

D A

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A

P

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T E

X A

S

N

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N

D

A T

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B

E

U

S E

D

F

N

S T

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C T

I O

N

B I D

D I N

G

O

R

P

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M

P

U R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m e e s e a n d

N i c h o l s

I n c x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S T

R U

C T

U R

A L

C

E I L

I N

G

F R

A M

I N

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B

U I L D

I N

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S-103

CEILING FRAMING - OVERALL

0 4 8 16

3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")

SCALE:

GRID

Sheet

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S-201

F O

U N

D A

T I O

N

S

E C

T I O

U I L D

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G

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S-202

F O

U N

D A

T I O

N

S

E C

T I O

U I L D

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Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S-203

F R

A M

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T I O

U I L D

I N

G

G.9 G.7H

GRID

F.9F.7F.5

Sheet

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S-204

F R

A M

I N

G

S

E C

T I O

U I L D

I N

G

A4/S-301

A3/S-301

A2/S-301

A1/S-301

A4/S-301

A3/S-301

A2/S-301

A1/S-301

3d/S-301

3c/S-301

3d/S-301

3a/S-301

1/S-301 1/S-301

1/S-3011/S-301

S

Sheet

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S-301

H O

U S

E

R

E E

L

F

R A

U I L D

I N

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P

E

N I N

G

44'-0"

1'-0" 1'-0"

40'-0" (PIT OPENING)

25'-0" 7'-6"

2'-0" 1'-0" 1'-0"

7'-6"

8 1/4"

R

8 1/4"

DOWN

R

44'-0"

8'-0"3'-0"6'-0"8'-0"

1'-0" 16'-0" 10'-0"

8'-0" 17'-0"

16'-0" 1'-0"

2'-0"2'-6"4'-0"2'-6"2'-0"1'-6"4'-0" 13'-6"8'-0"

CONT. GALV. L4x3x1/4

LLV AROUND PERIMETER

PROVIDE (1)#5 x 48" LONG AT TOP

AND BOTTOM OF SLAB AT ALL

RE-ENTRANT CORNERS. (TYP.)

4" CONC. CURB AT EACH

END OF PIT (TYP.)

DOWN

INSIDE FACE OF

WALL

NOTE: GRATING AT TOP OF

MAINTENANCE PIT IS NOT

SHOWN FOR CLARITY

HIDDEN LINES WITHIN PIT WALLS DENOTE EXTENTS OF

HOSE REEL, TOOL AND LIGHT SHELF AND OIL EVACUATION

PIT RECESSES. SEE OTHER DETAILS ON THIS SHEET FOR

MORE INFORMATION (TYP.)

MAINTENANCE PIT

FOUNDATION REINFORCED

WITH #6 @ 12"o.c. E.W. T&B

24"x24"x18"(DEEP)

SUMP PIT

DENOTES 22" THICK WALL

AT SIDE OF PIT (TYP.)

3'-0"2'-0"18'-6" 2'-0" 18'-6"

2" CLR

TYP

1" CLR

TYP

4" THICK CAST IN PLACE

CONCRETE CURB AT EACH

END OF PIT REINF. WITH

6x6-W2.0xW2.0 WELDED

WIRE CENTERED IN SLAB.

(TYP)

CONT. GALV. L4x3x1/4 LLV

AROUND PERIMETER. (TYP.)

FLOOR GRATING SUPPORT ANGLE

WITH POST INSTALLED ANCHORS

-SEE DETAIL 5 & 6 THIS SHEET FOR

MORE INFORMATION.

(3) #6 "U" BARS EACH WAY

1/2" DIA.x3" LONG HEADED STUD ANCHORS

WELDED TO PERIMETER ANGLE @ 12"o.c.

(TYP.)

(1)#5 x 48" LONG E.F. A EACH CORNER

OF WALL RECESS. PROVIDE #5 x 2'-9"

WITH 90 DEGREE STD. HOOK WHERE

PIT GEOMETRY PREVENTS STRAIGHT

BARS (TYP.)

2'-0"

14'-0"2'-0"2'-0"2'-0"2'-0"2'-0"4'-0"8'-0"1'-0" 1'-0"

1'-6" 1'-0" 1'-6"

LIGHT

RECESS

OIL

EVAC

RECESS

1'-6" 1'-0" 1'-6"

HOSE REEL RECESS AT THIS SIDE OF PIT. SEE

DETAIL 6 ON THIS SHEET FOR DIMENSIONAL

INFORMATION. COORDINATED LOCATION WITH

MEP DWGS.

RIDGID INSULATION UNDER SLAB ON

GRADE AND BEHIND PIT WALL-SEE

ARCH FOR DETAILS. (TYP.)

CONT. WATERPROOF MEMBRANE.

(TYP)

CONT. BULB-TYPE WATERSTOP.

(TYP)

CONT. 2X6 SHEAR KEY (TYP)

MAINTANCE PIT FOUNDATION

- REINFORCED WITH #6 @

12"o.c. E.W., T&B

SLOPE SLOPE

SLOPE TOP OF PIT FOUNDATION

SLAB TO SUMP PIT. (TYP)

LIGHT AND OIL EVACUATION

RECESSES ON EACH SIDE OF HOSE

REEL RECESS AT THIS SIDE OF PIT.

SEE DETAILS 5 &6 ON THIS SHEET FOR

DIMENSIONAL INFORMATION. (TYP)

20'-0" 20'-0"

2'-0"2'-0"

LIGHT

RECESS

L4x3x1/4x0'-6" (LLV) WITH 1/2" DIA.

X 5" LONG POST INSTALLED

ANCHORS WITH LEVELING BED OF

NON-SHRINK GROUT. (TYP)

C

L R

T Y

P

1"

TYP

GALVANIZED L2x2x1/4 STAIR

TREAD SUPPORT BRACKET. (TYP)

GALVANIZED 12" DEEP STEEL CHANNEL

STRINGER BY STAIR SUPPLIER. (TYP)

3/16

FIN. FLOOR

0'-0"

S

1'-0"

12" WIDE END PIT WALLS REINFORCED

- WITH #6 VERTICALS @ 18"o.c. EF AND

#6 HORIZONTAL BARS @ 12"o.c. EF

1'-0"

(3) #4 TIES

T.O. PIT FTG

-5'-0"

S

℄ SUMP PIT 4

S

FRENCH DRAIN AROUND

PERIMETER OF PIT WALL.

SEE CIVIL (TYP)

SUMP PIT FOUNDATION.

COORDINATE LOCATION

WITH MEP DWGS.

3'-0"2'-0"18'-6" 2'-0" 18'-6"

2" CLR

TYP

CONT. 3/8" THICK X 6" WIDE PLATE

SHOP FILLET WELDED TO EMBED

PLATE AT TOP AND BOTTOM. (TYP)

CONT. 3/8" THICK BENT PLATE (7"V X 3"H)

WITH 2 ROWS (1 ROW DIAGONAL) OF 1/2"

DIA. x 4" LONG HEADED STUD ANCHORS

SHOP WELDED TO PLATE @ 12"o.c. MIN

(1)#4 HORIZ AT EACH ROW OF STUDS. (TYP)

2'-0"

7'-6"7'-6"1'-0" 1'-0"

EXISTING CONC SLAB REPLACE AS

REQUIRED MATCH EXISTING CONC.

SLAB THICKNESS AND STEEL SIZE

AND REINFORCEMENT SPACING (TYP)

SLOPE SLOPE

BENT BARS AT SUMP PIT SHALL

MATCH SIZE AND SPACING OF

FOUNDTION REINFORCING IN

EACH DIRECTIONS

20'-0" 20'-0"

25'-0"

LIGHT

RECESS

C

L R

T Y

P

T.O. PIT FTG

-5'-0"

FIN. FLOOR

0'-0"

S

S

S

TYP

1" CLR

REMOVABLE CORRUGATED METAL

GRATING TO HAVE NON-SLIP AND

ANTI-SPARK FINISH (TYP)

1'-0"1'-0"

1/2" DIA.x3" LONG HEADED STUD ANCHORS

WELDED TO PERIMETER ANGLE @ 12"o.c.

(TYP.)

(1)#5 x 48" LONG E.F. A EACH CORNER

OF WALL RECESS. PROVIDE #5 x 2'-9"

WITH 90 DEGREE STD. HOOK WHERE

PIT GEOMETRY PREVENTS STRAIGHT

BARS (TYP.)

REMOVABLE CORRUGATED METAL GRATING TO HAVE

NON-SLIP AND ANTI-SPARK FINISH AT TOP AND BOTTOM OF

PIT. GRATING SHALL CONSIST OF 1 1/4"x3 /16" BEARING BAR

@ 1 3/16"o.c. AND WELDED CROSS BAR @ 4"o.c.

CONT. LIGHT AND TOOL SHELF RECESS AT THIS

SIDE OF PIT. SEE DETAIL 5 ON THIS SHEET FOR

DIMENSIONAL INFORMATION℄ SUMP PIT

9'-2"

FIN. FLOOR

0'-0"

1'-0"1'-0"

T.O. PIT FTG

-5'-0"

REMOVABLE CORRUGATED METAL

STAIR TREADS WITH NON-SLIP AND

ANTI-SPARK FINISH. STAIR TREAD

SHALL CONSIST OF 1 1/4"x3 /16"

BEARING BAR @ 1 3/16"o.c. AND

WELDED CROSS BAR @ 4"o.c. WITH

CHECKERED PLATE NOSING. (TYP)

GRACO 218969 30 GALLON ROLLING

DRAIN CART (SPECIFIED WITH POL

EQUIPMENT

W14x26 ROLLER SUPPORT BEAM

CONT. GALV. L4x3x1/4 LLV AROUND

PERIMETER SUPPORTING FLOOR

GRATING

22" WIDE END PIT WALLS

REINFORCED - WITH #6

VERTICALS @ 18"o.c. EF

AND #6 HORIZONTAL BARS

@ 12"o.c. EF

1'-10"

3"

3'-6"

℄ PIT

1'-10"

3"

7'-2"

C

L R

T Y

P

FRENCH DRAIN AROUND

PERIMETER OF PIT WALL.

SEE CIVIL (TYP)

GALV. L3x3x1/4 LLV WITH

1/2" DIA x 4" LONG HEADED

STUDS SHOP WELDED TO

ANGLE @ 18"O.c.

CONT. WATERPROOF

MEMBRANE. (TYP)

GALV. L2x2x1/4 LLV AROUND

PERIMETER SUPPORTING

FLOOR GRATING

9'-2"

1'-0"8"

1'-10"3'-6"2'-2"

7'-6"

C

L R

℄ PIT

FIN. FLOOR

0'-0"

T.O. PIT FTG

-5'-0"

REMOVABLE CORRUGATED METAL GRATING

TO HAVE NON-SLIP AND ANTI-SPARK FINISH

AT TOP AND BOTTOM OF PIT WITH MINIMUM

LIVE LOAD CAPACITY OF 100 PSF

#6 @ 18"o.c. FRAMING BAR (TYP)

#6 VERTICAL @ 18"o.c. AND

(5) #6 HORIZONTAL BARS.

(TYP)

PROVIDE CHAMFERED

EDGE AT ALL RECESS

CORNERS (TYP)

1'-0" 1'-2"

1'-0"

LIGHT

RECESS

OIL

EVAC

RECESS

CONT. GALV. L3"x3"x1/4" WITH

1/2" DIA. POST INSTALLED

ANCHORS @ 12"o.c. (TYP)

CONT. BULB-TYPE WATERSTOP.

(TYP)

CONT. 2X6 SHEAR KEY (TYP)

#6 @ 18"o.c. EF

#6 @ 12"o.c. EF

#6 @ 18"o.c. FRAMING

BAR

#6 @ 18"o.c. WITH 90

DEG HOOK AT EA END

(TYP)

#6 @ 6"o.c. EW T&B OVER OIL

EVAC RECESS

RIDGID INSULATION UNDER SLAB ON

GRADE AND BEHIND PIT WALL-SEE

ARCH FOR DETAILS. (TYP.)

CHASE COORD. WITH MEP

DWGS.

3"3"

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

8'-8"

℄ PIT 3"3"

3'-0"2'-0" 2'-0"

2'-0"

1'-1"2'-7"

CHASE FOR 6" DIA. PVC

SLEEVE COORD. WITH

MEP DWGS.

2'-4"

LIGHT

RECESS

OIL

EVAC

RECESS

1'-0"

SUMP PIT-SEE DETAILS 2 & 3

ON THIS SHEET FOR REINF

INFORMATION.

SUMP PIT FOUNDATION.

COORDINATE LOCATION

WITH MEP DWGS.

#6 @ 18"o.c. EF

#6 @ 12"o.c. EF

#6 @ 18"o.c.

FRAMING BAR

#6 @ 6"o.c. EW T&B

OVER HOSE REEL

RECESS

FIN. FLOOR

0'-0"

T.O. PIT FTG

-5'-0"

1'-0"

Sheet

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

S-401

M A

I N

T E

N A

N C

E

P

A

T

A I

U I L D

I N

G

GB-30

P-8

P-58

G B

A

GB-73

P-17P-18

G B

G B

G B

GB-3

GB-6

GB-10

GB-28 GB-25

GB-23

GB-21

GB-19

GB-69

G B

G B

G B

GB-1

GB-2

P-2

GB-4

GB-5

P-4

GB-7

GB-8

GB-9

P-7

GB-29

P-48

GB-27 GB-26

P-50

GB-24

P-23

GB-22

P-53

GB-20

P-34

GB-18 GB-17

P-32

GB-92

P-30

G B

GB-40

GB-39

G B

G B

G B

G B

G B

G B

GB-42

GB-54 GB-55

G B

G B

A

G B

GB-52 GB-53

G B

GB-41

GB-72

GB-71

G B

P-62

P-61

GB-51

GB-50

GB-56

GB-57

G B

G B

G B

GB-66

GB-65

G B

GB-64

GB-70

GB-67

GB-68

G B

G B

G B

GB-77

GB-82

GB-83

GB-87

GB-88

GB-89

GB-90

GB-85

GB-86

G B

G B

G B

G B

G B

G B

G B

G B

GB-91

G B

G B

GB-74

GB-75

S L O

P E

S L O

P E

S L O

P E

S L O

P E

P-1 P-3

P-46

P-5

P-6

P-5

P-52

P-47

P-49

P-24

P-22

P-54

P-35

P-33

P-31

P-37

P-28

P-29

P-27

P-26

P-25

P-64

P-56

P-57

P-59

P-21

P-9 P-10

P-60

P-11

P-12

P-13

P-14

P-15

P-63

P-20

P-19

A

B C D E F G.9 JG.7

1.11.1

F.5 H

2.3

2.5

3.5

4.4

4.7

3.7

F.7 F.9

1.2

4.3

A BA.8A.2

G

SLAB TO BE DEMO'D

SE-101

E X

I S

T I N

G

F

O U

N D

A T

I O

N

B U

I L D

I N

G

Sheet

Reference

Number:

ofSheet

A

B

C

D a t e

A p p r o v a l D e s c r i p t i o n S y m b o l

P l o t

S c a l e

D a t e

F i l e n a m e

D a t

D r a

S C

R e v i e w e d

B y

S u b m i t t e d

B y

K e n a l l F

N I

C h e c k e d

B y

D R

W

P l o t

D a t e

D e s i g n e d

B y

D R

W

S o l i c i t a t i o n

N o

US Army Corps of Engineers

Fort Worth District

D E

S I G

N

O

F

T

E M

F

R

E N

O V

A T

I O

N S

F O

O

D

T

E X

A S

B L

P r o j e c t

N o

W

G

D

R E

V I S

I O

N S

In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

-4

Ph on e

7)

-7

Fa x

7)

-7

N O

T

F

N

S T

R U

C T

I O

N

T H

C

U M

E N

T

L E

A S

E

P U

R P

O S

E

O

F

I N

T E

R

V

I E

W

U

N D

E

A U

T H

O R

I T

Y

O

F

D

A Y

A

D

A Y

A N

D A

N D

A

P

E

T E

X A

S

N

O

D

A T

E

B

E

U

S E

D

F

N

S T

R U

C T

I O

N

B I D

D I N

G

O

R

P

E R

M

R

P O

S E

S

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

S

U B

M I T

T A

L

S

E T

EXISTING GRADE BEAM W/ NEW SLAB OVERLAY - OVERALL

0 4 8 16

3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")

SCALE:

DRAWING ABBREVIATIONS BUILDING SUMMARY GENERAL NOTES

A ---------------------

A LABELCLASS A DOOR

A/C AIR CONDITION

A/C UNITAIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNLACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABELCLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABELCLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABELCLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

GENERAL LEGEND

LEGEND

NUMBERING SYSTEM:

A - 210

DISCIPLINE w/ LEVEL 2 DESINATOR:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN

SERIES

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI

RIGID INSULATION

EXPANDED

POLYSTYRENE RIGID

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

1i

GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

1i

WALL TYPE

WINDOW TYPE

Room name

101 ROOM NAME/NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

EGRESS ROUTE ID

AND SECTION

LENGTH

S

1 HR FIRE

S

S

S

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

Room

Rm_Occupancy

150 SF

EGRESS :Egress_ID

Egress_Length

ROOM OCCUPANCY

& AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name

Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

SHEET KEYNOTE

A-101

Ref

R e f

Ref

R e f

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

A-101

100000.A

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

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A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

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R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

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F

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U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-001

G E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

M A

R K

D E

S C

R

IP

T

IO

N D

A

A

1.11.1

4.4

B

B C D E F G H J

AD-201

A1

AD-202

A1

AD-202

C1

AD-201

C1

MATCHLINE MATCHLINE

3.5

2.5

A.8A.2

62' - 0"

8" 20' - 4" 20' - 0" 20' - 4" 8"

8" 60' - 8" 1' - 4" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 20' - 0" 1' - 4"

204' - 0"

PLAN NORTH

A

B

KEY PLAN

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

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N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-101

D E

M O

L

IT

IO

N

P L

A N

F

IR

S

T F

L O

O R

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

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N

S B

L D

G

1/16" = 1'-0"AD-101

A1 DEMO PLAN - FIRST FLOOR

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

4'0' 8' 16'

GRAPHIC SCALE 1/16"=1'-0"

32'

B

B

AD-202

C1

A.8A.2

A1

AD-302

A3

AD-301

A1

AD-301

MATCHLINE MATCHLINE

02 41 00.05

02 41 00.02

02 41 00.0802 41 00.0802 41 00.05

02 41 00.02

02 41 00.06

02 41 00.0802 41 00.08

02 41 00.16

02 41 00.0602 41 00.06

02 41 00.0802 41 00.0802 41 00.0602 41 00.06

02 41 00.0602 41 00.0602 41 00.0602 41 00.0602 41 00.06

/A1 AD-103 /A1 AD-103

02 41 00.0802 41 00.08

DIVISION 802 41 00.0802 41 00.08

02 41 00.18

02 41 00.0602 41 00.0602 41 00.0602 41 00.06

8"

20' - 4" 20' - 0" 20' - 4"

8" 13' - 4 1/4" 11' - 8" 11' - 11 5/8" 11' - 8" 13' - 4 1/4"

/8

/8

/4

/8

AD-201

A1

02 41 00.0702 41 00.07

02 41 00.0702 41 00.07

PLAN NORTH

A

B

KEY PLAN

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-102

D E

M O

L

IT

IO

N

P L

A N

F

IR

S

T F

L O

O R

A R

E A

A

C O

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T

E X

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M P

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IL

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-1 -D

-0

95% DESIGN SUBMITTAL

F O

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IG

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L D

G

1/8" = 1'-0"AD-102

A1 DEMO PLAN - FIRST FLOOR

M A

R K

D E

S C

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IP

T

IO

N D

A T

E

KEYNOTES

KEYNOTE NOTE

02 41 00.02 REMOVE A PORTION OF EXIST. EXTERIOR WALL SYSTEM INCLUDING

8" REINFORCED CMU, MTL. WALL PANELS AND WALL GIRTS. REFER

DEMOLITION FLOOR PLAN, EXTERIOR ELEVATIONS AND WALL

SECTIONS FOR LIMITS OF WALL REMOVAL.

02 41 00.05 REMOVE EXIST. MTL. WINDOW AND PREPARE OPENING FOR NEW

CONSTRUCTION.

02 41 00.06 REMOVE EXIST. MTL. DOOR AND FRAME.

02 41 00.07 REMOVE EXIST. STEEL PIPE BOLLARD.

02 41 00.08 REMOVE EXIST. 8" CMU INTERIOR PARTITIONS.

02 41 00.16 EXIST. FLOOR SLAB TO BE CUT AND REMOVED FOR CONSTRUCTION

OF NEW SERVICE PIT REFER STRUCT.

02 41 00.18 REMOVE EXTERIOR STEEL STAIR SYSTEM.

DIVISION 8 OPENINGS

0' 8' 16'

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

4'

A

1.11.1

4.4

B

B C D E F G H J

AD-202

C1

AD-201

C1

3.5

2.5

B3

AD-301

B1

AD-301

B1

AD-302

A1

AD-302

A1

AD-301

MATCHLINE MATCHLINE

02 41 00.05

02 41 00.2602 41 00.2602 41 00.26

02 41 00.0802 41 00.08

02 41 00.01

02 41 00.0602 41 00.0602 41 00.0602 41 00.0602 41 00.06

02 41 00.01

02 41 00.01

02 41 00.01

/A1 AD-102 /A1 AD-102

02 41 00.0602 41 00.0602 41 00.06

02 41 00.0802 41 00.0602 41 00.06

02 41 00.0502 41 00.0502 41 00.06

02 41 00.0102 41 00.01

02 41 00.01

02 41 00.01

02 41 00.06

02 41 00.0802 41 00.08

02 41 00.0602 41 00.06

02 41 00.0802 41 00.0802 41 00.0802 41 00.0602 41 00.06

02 41 00.06

02 41 00.06

02 41 00.08

02 41 00.08

02 41 00.12

02 41 00.12

02 41 00.13

02 41 00.13

A-401

C1

02 41 00.0702 41 00.07

02 41 00.0702 41 00.07

02 41 00.0702 41 00.0702 41 00.0702 41 00.07

4' - 8 1/4" 8' - 8" 11' - 7" 5' - 8" 5' - 9" 11' - 8" 13' - 11 7/8"

02 41 00.0802 41 00.0802 41 00.08

02 41 00.0802 41 00.0802 41 00.08

02 41 00.0702 41 00.07

02 41 00.0702 41 00.07

02 41 00.0702 41 00.0702 41 00.0702 41 00.07

02 41 00.02

CO. A REPAIR

AREA

02 41 00.13

02 41 00.13

02 41 00.26

02 41 00.26

02 41 00.2602 41 00.2602 41 00.2602 41 00.26

02 41 00.08

02 41 00.0702 41 00.07 02 41 00.0702 41 00.07

02 41 00.0702 41 00.0702 41 00.0702 41 00.07

02 41 00.0702 41 00.07

02 41 00.0702 41 00.0702 41 00.0702 41 00.0702 41 00.0702 41 00.07

72' - 8" 66' - 0"

3' - 4"

2' - 0"

6' - 4" 35' - 0" 16' - 8"

1' - 4 3/8"

73' - 3 5/8" 66' - 0" 3' - 4"

61' - 4 3/8" 142' - 7 5/8"

204' - 0"

/8

"8

/2

142' - 0"

BATTALION

REPAIR BAYS

02 41 00.0602 41 00.02

PLAN NORTH

A

B

KEY PLAN

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-103

D E

M O

L

IT

IO

N

P L

A N

F

IR

S

T F

L O

O R

A R

E A

B

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

1/8" = 1'-0"AD-103

A1 DEMO PLAN - FIRST FLOOR

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

KEYNOTES

KEYNOTE NOTE

02 41 00.01 REMOVE EXIST. OVERHEAD COILING DOOR SYSTEM.

02 41 00.02 REMOVE A PORTION OF EXIST. EXTERIOR WALL SYSTEM INCLUDING

8" REINFORCED CMU, MTL. WALL PANELS AND WALL GIRTS. REFER

DEMOLITION FLOOR PLAN, EXTERIOR ELEVATIONS AND WALL

SECTIONS FOR LIMITS OF WALL REMOVAL.

02 41 00.05 REMOVE EXIST. MTL. WINDOW AND PREPARE OPENING FOR NEW

CONSTRUCTION.

02 41 00.06 REMOVE EXIST. MTL. DOOR AND FRAME.

02 41 00.07 REMOVE EXIST. STEEL PIPE BOLLARD.

02 41 00.08 REMOVE EXIST. 8" CMU INTERIOR PARTITIONS.

02 41 00.12 REMOVE EXIST. TOILET PARTITIONS, TYPICAL.

02 41 00.13 REMOVE EXIST. PLUMBING FIXTURES (TOILETS, SINKS AND

SHOWERS) COMPLETE IN THIS AREA, TYPICAL.

02 41 00.26 REMOVE EXIST. INTERIOR PARTITIONS TO LIMITS SHOWN.

0' 8' 16'

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

4'