W912QR20R0045Plans-0004.pdf

F

E

14.5 16 17

D.8

SLOPE DOWN

SLOPE DOWN

S L

O P

E

D O

W N

F.9

G.7

96' - 8"

T/CONC

96' - 8"

94' - 4" 94' - 4"

94' - 4"

94' - 4"

94' - 4"

T/CONC

T/CONC

T/CONC

T/CONC T/CONC

T/CONC

T/CONC

T/CONC

T/CONC

A1

S-506

A8

S-506

A1

S-506

A1

S-506

C8

S-506

T/CONC

106106

106106

7' - 5" 27' - 8" 37' - 0"

71' - 4"9"

96' - 8"

T/CONC

TYP.

(9 TOTAL)

109109

96' - 0"

96' - 0"

94' - 4"

94' - 4"

93' - 4"

109109 109

T/CONC

SIM

A3

S-506

A3

S-506

2' - 7"

11 5/8"

TYP.

(7 TOTAL)

TYP.

(6) EQ.

SPACES

A1

S-506

1' - 0"

4' - 0"

E1

S-506 A1

S-506

E3

S-506

A1

S-506

A8

S-506

E6

S-506

A3

S-506

A1

S-506

4' - 0"8"

5" 5' - 0"

' - 0

' - 0

/1

6" 7' - 0"

119119

SIM

TYP

W X

W

X

W

X

W

X

W X

W6X9 W6X9

W

X

W6X9 W6X9

E8

S-506

TYP

106106

E3

S-506

TYP

C1

S-506

A6

S-506

1' - 6" 4' - 1"

1' - 0" 10' - 8"

2' - 0" 6' - 6"

3' - 7" 7' - 7"4" 19' - 7"

T Y

P

' - 0

TYP

2' - 9"

5' - 3"

18' - 2" 2' - 10" 7' - 7"18' - 7" 1' - 8"

TYP

TYP

2' - 8"

1' - 4"

CMU WALL

5'-0"

OPNG BELOW

TYP

A1

S-506

110 T/CONC

96' - 0"

93' - 4"

6" CURB

RE: C1/S-536, TYP

U O

N

SIM

4" CURB BELOW

RAILING RE: E5/S-538

SIM FOR DETAILS

TRUE NORTH

ALLEN H. SAVOIE

OF TEXASS

TATE

ALNOI

SS

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F O

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ENG

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NSEDECI

L 114742

164 8268

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

SHEET ID

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CERTIFIED FINAL DESIGN

KEY PLAN

OPT

OPTION 2

P R

O J

E C

T N

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B E

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U H

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P

B

A

C

ED

T B

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SF101

P A

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SCALE 3/16" = 1'-0"

B1 LEVEL 1 FRAMING PLAN OPTION 2

KEYNOTES

105 SPAN OF FLOOR DECK CONSTRUCTION 4” NORMAL

WEIGHT CONCRETE ON 2” METAL DECK (RE: METAL DECK

NOTES ON S-003) REINFORCED #4@12" ON CENTER EACH

WAY.

106 SLAB ON GRADE RE: FOUNDATION PLANS

107 (8) 4"x7" MECHANICAL FLOOR OPENING ALIGNED WITH

CENTERLINE OF WALL. COORDINATE LOCATION WITH

MECHANICAL AND ARCHITECTURAL DRAWINGS. RE:

C6/S-506 FOR ADDITIONAL REINFORCING.

108 12"x24" MECHANICAL FLOOR OPENING. COORDINATE

LOCATION WITH MECHANICAL AND ARCHITECTURAL

DRAWINGS. RE: C6/S-506 FOR ADDITIONAL REINFORCING.

109 12"x4" MECHANICAL FLOOR OPENING. COORDINATE

LOCATION WITH MECHANICAL AND ARCHITECTURAL

DRAWINGS. RE: C6/S-506 FOR ADDITIONAL REINFORCING.

110 14"x6" MECHANICAL FLOOR OPENING. COORDINATE

LOCATION WITH MECHANICAL AND ARCHITECTURAL

DRAWINGS. RE: C6/S-506 FOR ADDITIONAL REINFORCING.

113 60" WIDE X 30" HIGH DUCT OPENING. RE: C1/S-506

114 12" FULLY GROUTED CMU WALL. RE: SCHEDULE.

115 8" WALL BELOW. PLACE WALL ALONG THE EDGE OF

OPENING.

116 12"x72" MECHANICAL FLOOR OPENING. COORDINATE

LOCATION WITH MECHANICAL AND ARCHITECTURAL

DRAWINGS. RE: C6/S-506 FOR ADDITIONAL REINFORCING.

117 8" WALL BELOW.

118 30"x30" ACCESS HATCH, RE: C6/S-506 FOR ADDITIONAL

REINFORCING

119 UNDERFLOOR OPENING, RE: E1/S-506

120 COMPOSITE SLAB THICKNESS REMAINS CONSTANT

WHERE TOP OF CONCRETE SLOPES. BOTTOM OF DECK

SLOPES WITH TOP OF CONCRETE.

121 8"x10" MECHANICAL FLOOR OPENING. COORDINATE

LOCATION WITH MECHANICAL AND ARCHITECTURAL

DRAWINGS. RE: C6/S-506 FOR ADDITIONAL REINFORCING.

SHEET NOTES - OPTION 2 - LEVEL 1

A. REFER TO FOUNDATION PLANS FOR SLAB ON GRADE

ELEVATIONS AND DIMENSIONS NOT SHOWN, INCLUDING

CURVE GEOMETRY AND WORK POINT.

B. REFER TO SHEETS S-001 - S-003 FOR STRUCTURAL GENERAL

NOTES.

C. REFER TO SHEETS S-506 FOR TYPICAL CONCRETE DETAILS.

D. REFER TO ARCHITECTURAL, MECHANICAL, & PLUMBING

SHEETS FOR SIZE AND LOCATIONS OF OPENINGS AND

DRAINS.

E. COORDINATE DOOR OPENING LOCATIONS WITH

ARCHITECTURAL DRAWINGS.

F. REFER TO SHEET GI002 & GI003 FOR LIST OF ABBREVIATIONS

USED IN DRAWINGS.

G. HATCH SHOWN ON THE PLAN REPRESENTS THE DIFFERENT

TOP OF CONCRETE ELEVATIONS AND TRANSITIONS AND ARE

PROVIDED FOR CLARITY ONLY.

H. REFER TO A1/S-404 FOR ADDITIONAL DIMENSIONS AND

DETAILS FOR AUDITORIUM FLOOR CONSTRUCTION.

TOP OF CONCRETE 94'-4"

TOP OF CONCRETE 96'-8"

SLOPED SLAB

A

M E

N D

M E

N T

N O

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11/04/20

W

2Q R

R

-0

3.9 4 4.7 5 6 6.5 7

G

F

G.5

20' - 0"20' - 0"20' - 0"40' - 0"9' - 9"29' - 11"2' - 3"12' - 9"

EOD

1' - 0 1/2"

E O

D

/2

EOD

8 1/2"

J

/2

/2

W24X62 C=3/4"[50] W27X94 [45] W27X129 [45] W24X55 [28]

W

X

C

/4

[5

W

X

C

/4

[5

W

X

C

/4

[5

W

X

C

/4

[5

W

X

C

/4

[5

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X

C

/4

[5

W

X

C

/4

[5

W

X

C

/4

[5

W

X

C

/4

[5

W

X

C

/4

[5

W21X48 [30]

W

X

C

[6

W

X

C

/2

W12X14 [10] W27X146 [75] W27X146 [75] W24X55 (21)

W

X

C

[5

W

X

C

[5

W

X

C

[5

W

X

C

[5

W

X

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[5

W

X

C

[5

W

X

C

[5

W

X

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[5

W

X

C

[5

W

X

C

[5

BF-1

201 201 201

RE: NOTE R FOR

TYP COLUMN

RE: ARCH

2" EXP. JT

MATCHLINE

REFER C2 SF115

M A

T C

H L

IN

E

R E

F E

R A

S

F

M A

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H L

IN

E

R E

F E

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R E

F E

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S

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M A

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H L

IN

E

R E

F E

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S

F

MATCHLINE

REFER C2 SF115

3.6

S-401

C1

201 201

W10X77

BP-1 BP-1 BP-1

W10X77 W10X77

BRICK SUPPORT FRAMING

RE: S-521, TYP

B R

IC

K

S U

P P

O R

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/2

T O

C L

A8

S-536

HSS6x4x5/16

POST

HSS6x4x1/4 (LSV)

T/STEEL EL: 113'-3 1/2"

7.6

F R

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[2

W16X26 [10]

W10X49

W10X49

BP-5

BP-4

(3) #5 BARS @ 4" OC

CONT AT SLAB

EDGE - HOOK AT

EACH END (GRID 4

TO 12.5)

W16X36 [10]

BEAM BOTTOM

FLANGE

BRACE RE:

A5/S-533

F3

S-537

TYP

201 201 201

201 201 201

BP-1

T Y

P U

O N

E O

D

EOD

5 3/8"

REFER TO

NOTE M

TYP

A5

S-538

BCWA-11

BCWA-11

E5

S-538

W10X49

BP-X

COLUMN SIZE

BASE PLATE

RE: D1/S-505

LEGEND

TRUE NORTH

ALLEN H. SAVOIE

OF TEXASS

TATE

ALNOI

SS

E

F O

R P

ENG

IN

E E

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NSEDECI

L 114742

164 8268

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

SHEET ID

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2 3 4 5 6 7 8 9 10

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US Army Corps of Engineers

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CERTIFIED FINAL DESIGN

B

AREA B

KEY PLAN

P R

O J

E C

T N

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B E

R

U H

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P

A

C

ED

T B

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SF113

P A

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L F

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KEYNOTES

201 WT7X11 DRAG STRUT, REFER TO DETAIL C4/S-533 FOR

DETAILS.

202 INDICATES SPAN OF COMPOSITE METAL FLOOR DECK,

REFER TO METAL DECK NOTES ON GENERAL NOTES

S-003

SCALE 1/8" = 1'-0"

C1 FRAMING PLAN - LEVEL 2 - AREA B

GENERAL NOTES - FRAMING PLAN

J. INDICATES MOMENT CONNECTION. RE: S-532 FOR

TYPICAL CONNECTION DETAILS.

K. BF-X INDICATES BRACED FRAME. RE: S-201 & S-202.

L. FILLER BEAMS ARE TO BE EQUALLY SPACED

BETWEEN COLUMN LINES, UNLESS OTHERWISE

NOTED.

M. INDICATES BEAM BOTTOM FLANGE BRACE. RE:

A5/S-533.

N. REFER TO D8/S-530 & E1/S-531 FOR OPENING

FRAMING AND REINFORCING.

P. REFER TO C5/S-538 FOR LOOSE LINTEL SCHEDULE.

Q. INDICATES BEAM WITH DECK SHEAR CONNECTION.

RE: E1/S-533

R. ALL COLUMNS ARE W10x49 WITH BP-1 UNLESS

OTHERWISE NOTED.

S. REFER TO SHEET GI002 & GI003 FOR LIST OF

ABBREVIATIONS USED IN DRAWINGS.

GENERAL NOTES - FRAMING PLAN

A. TOP OF CONCRETE ELEVATION = 112'-0".

B. TOP OF STEEL ELEVATION (BOTTOM OF DECK) =

111'-6 1/2".

C. C = X" INDICATES X" UPWARD CAMBER TO BE PROVIDED

AT MID SPAN OF BEAM WHERE SHOWN ON PLAN.

D. [ XX ] INDICATES QUANTITY OF SHEAR CONNECTORS. RE:

D1/S-530 FOR PLACEMENT DETAIL.

E. COORDINATE LOCATIONS AND QUANTITIES OF

ELEVATOR GUIDE RAIL SUPPORTS AND MACHINE

BEAMS WITH ELEVATOR MANUFACTURER.

F. VERIFY AND COORDINATE ALL OPENINGS WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS.

G. FLOOR DECK CONSTRUCTION 3 1/2" NORMAL

WEIGHT CONCRETE ON 2" METAL DECK - 5 1/2"

TOTAL (RE: METAL DECK NOTES ON S-003)

REINFORCED WITH #4 @ 18" ON CENTER EACH WAY.

H. REBAR SHOWN ON PLANS ARE IN ADDITION TO THAT

SPECIFIED ON NOTE G.

A

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9 9.5 10 11 11.5 12 12.5

G

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19' - 10"9' - 6"

1' - 10"

19' - 8"20' - 0"20' - 0"40' - 0"20' - 0"20' - 0"20' - 0"20' - 0"10' - 0"

EOD

1' - 0 1/2"

E O

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[6

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[5

W27X94 [45] W27X94 [45] W27X94 [45] W27X94 [45] W16X50 [20]

W21X44 [36]W27X146 [75]W27X146 [75]W27X146 [75]W27X146 [75]

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[5

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[5

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[5

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[5

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[8

W

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[3

W

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W27X146 [75] W27X146 [75] W27X146 [75]

MATCHLINE

REFER C1 SF116

M A

T C

H L

IN

E

R E

F E

R C

S

F

M A

T C

H L

IN

E

R E

F E

R C

S

F

MATCHLINE

REFER C2 SF115

12.6 14

H

G.6

K

K

K

K

K

K 5 W

X

W12X19 (-3 1/2")W12X26 (-3 1/2")

W21X48 (-3 1/2")

K

K

K

K

K

K

W

X

B F

-1

BF-14

B F

-1

T/STEEL=

S L

O P

E

D O

W N

S L

O P

E

D O

W N

W

X

RE: ARCH

2" EJ

W16X26 [10]

/8

EOD

1' - 3"

8.5 12.9

S-401

C5

F.9

G.7

BP-1

W10X77

BP-1BP-1BP-1BP-1

W10X77 W10X77 W10X77 W10X77 W

X

A8

S-536

RE: ARCH

4' - 6"

1' - 0"

HSS6x4x5/16

POST

HSS6x4x1/4 (LSV)

T/STEEL EL =113'- 3 1/2"

BRICK SUPPORT FRAMING

RE: S-521 TYP

B R

IC

K

S U

P P

O R

T

/2

T O

C L

FOR BRICK SUPPORT FRAMING

THIS BAY RE: A8/S-537

7.6

W16X26 [10]

W10X49

W10X49

W10X49

W10X49

BP-3

BP-8

BP-3

BP-3

BEAM BOTTOM

FLANGE BRACE

RE: NOTE R FOR

TYP COLUMN

(3) #5 BARS @ 4" OC

CONT AT SLAB

EDGE - HOOK AT

EACH END (GRID 4

TO 12.5)

F R

A M

IN

G

T Y

P

6 1/2"

RE: SF-116

FOR

DIMENSION

211211

W

X

W10X112

BP-1

T Y

P U

O N

E O

D

EOD

5 3/8"

REFER TO

NOTE M

TYP

REFER TO

NOTE M

TYP

110'-5"

A7

S-539

BCWA-09

BCWA-10

E5

S-538

W10X49

BP-X

COLUMN SIZE

BASE PLATE

RE: D1/S-505

LEGEND

TRUE NORTH

ALLEN H. SAVOIE

OF TEXASS

TATE

ALNOI

SS

E

F O

R P

ENG

IN

E E

R

NSEDECI

L 114742

164 8268

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

SHEET ID

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V

IL

L E

D

IS

T R

U

IS

V

IL

L E

K

E N

T U

C K

Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

N o

D

CERTIFIED FINAL DESIGN

KEY PLAN

C

AREA C

P R

O J

E C

T N

U M

B E

R

U H

H Z

P

B

A D E

T B

D

SF114

P A

R T

IA

L F

R A

M

IN

G P

L A

N

L E

V E

L

A

R E

A C

A

S A

V O

IE

D O

R T

O N

G

S E

R N

A

U H

H Z

S

F

KEYNOTES

202 INDICATES SPAN OF COMPOSITE METAL FLOOR DECK,

REFER TO METAL DECK NOTES ON GENERAL NOTES

S-003

203 SPAN OF 1 1/2" METAL DECK, REFER TO GENERAL

NOTES.

210 CURB BELOW MECHANICAL ROOM WALLS, REFER TO

ARCH AND DETAIL C1/S-536

211 MECHANICAL OPENING, ONLY REQUIRED IF OPTION 2 IS

NOT SELECTED, RE: MECH.

SCALE 1/8" = 1'-0"

C1 FRAMING PLAN - LEVEL 2 - AREA C

GENERAL NOTES - FRAMING PLAN

J. INDICATES MOMENT CONNECTION. RE: S-532 FOR

TYPICAL CONNECTION DETAILS.

K. BF-X INDICATES BRACED FRAME. RE: S-201 & S-202.

L. FILLER BEAMS ARE TO BE EQUALLY SPACED

BETWEEN COLUMN LINES, UNLESS OTHERWISE

NOTED.

M. INDICATES BEAM BOTTOM FLANGE BRACE. RE:

A5/S-533.

N. REFER TO D8/S-530 & E1/S-531 FOR OPENING

FRAMING AND REINFORCING.

P. REFER TO C5/S-538 FOR LOOSE LINTEL SCHEDULE.

Q. INDICATES BEAM WITH DECK SHEAR CONNECTION.

RE: E1/S-533

R. ALL COLUMNS ARE W10x49 WITH BP-1 UNLESS

OTHERWISE NOTED.

S. REFER TO SHEET GI002 & GI003 FOR LIST OF

ABBREVIATIONS USED IN DRAWINGS.

GENERAL NOTES - FRAMING PLAN

A. TOP OF CONCRETE ELEVATION = 112'-0".

B. TOP OF STEEL ELEVATION (BOTTOM OF DECK) =

111'-6 1/2".

C. C = X" INDICATES X" UPWARD CAMBER TO BE PROVIDED

AT MID SPAN OF BEAM WHERE SHOWN ON PLAN.

D. [ XX ] INDICATES QUANTITY OF SHEAR CONNECTORS. RE:

D1/S-530 FOR PLACEMENT DETAIL.

E. COORDINATE LOCATIONS AND QUANTITIES OF

ELEVATOR GUIDE RAIL SUPPORTS AND MACHINE

BEAMS WITH ELEVATOR MANUFACTURER.

F. VERIFY AND COORDINATE ALL OPENINGS WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS.

G. FLOOR DECK CONSTRUCTION 3 1/2" NORMAL

WEIGHT CONCRETE ON 2" METAL DECK - 5 1/2"

TOTAL (RE: METAL DECK NOTES ON S-003)

REINFORCED WITH #4 @ 18" ON CENTER EACH WAY.

H. REBAR SHOWN ON PLANS ARE IN ADDITION TO THAT

SPECIFIED ON NOTE G.

T REFER TO SHEET SF112 FOR LOW ROOF GENERAL

NOTES

A

M E

N D

M E

N T

N O

V

11/04/20

W

2Q R

R

-0

T/ SLAB

EL = 93'-4"

T/ SLAB

EL = 96'-4"

T/ SLAB

EL = 94'-8"

T/ SLAB

EL = 92'-10"

SLAB ON GRADE

RE: PLAN FOR

REINF

#5 U-SHAPED

BAR @ 18" O.C.

#5 CORNER DOWEL

TO MATCH SLAB

REINF SPACING

#5 @ 18" O.C.

#5 @ 18" O.C.

(MIN 3 BARS

PER 3'-0" WIDE

STEP) SLAB ON GRADE

RE: PLAN FOR REINF

HOOK END OF

TRANSVERSE

BARS INTO CONC

WALL

#5 L-SHAPED BAR

@ 18" O.C., TYP AT

EA 3'-0" WIDE STEP

U.N.O.

#5 CONT

(2) #4

CONT

#4 U-SHAPED

BAR @ 18" O.C.

6"

20" 20"

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

EQ EQ

3'-0"

6"

TYP

4"

TYP

2" CLR

TYP

C L R

T Y

P

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

EQ EQ

8" CONC

WALL

3" CLR

TYP

18'-0"

8" CONC WALL

& CURB

T/ SLAB

EL = 94'-8"

T/ SLAB

EL = 92'-10"

T/ ANGLE

= +93'-10"

T/ SLAB

= +94'-3 3/4"

#5 L-SHAPED BAR

@ 18" O.C.

#5 @ 18" O.C. (MIN 3

BARS PER 3'-0" WIDE

STEP)

#5 CONT

1:12

SLAB ON GRADE

RE: PLAN FOR REINF

SLAB ON GRADE

RE: PLAN FOR REINF

HOOK END OF

TRANSVERSE BARS

INTO SLAB TURNDOWN

#5 CONT @ B.O.

SLAB TURNDOWN

HOOK END OF

TRANSVERSE BARS

INTO CONC WALL

CONT L3x3x1/4 W/ 1/2"Ø x 4" HEADED

STUD @ 18" O.C.

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

5'-0"

VARIES

8" CONC

WALL

8"

EQ EQ

3"

2"

CLR

T/ SLAB

EL = 92'-10"

T/ SLAB EL

RE: PLAN

T/ CURB

EL = 96'-8"

(2) #4 CONT

#4 U-SHAPED

BAR @ 18" O.C.

SLAB ON GRADE

RE: PLAN FOR

REINF

#5 @ 18" O.C.

6"

VARIES VARIES

#5 CORNER DOWEL

TO MATCH SLAB

REINF SPACING

SLAB ON GRADE

RE: PLAN FOR REINF

CONCRETE CURB

AT DETAIL E8A

ONLY

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

8" CONC WALL

& CURB

EQ EQ

T/ SLAB

EL = 92'-10"

T/ CURB

EL = 94'-4"

#5 CONT

SLAB ON GRADE

RE: PLAN FOR REINF

HOOK END OF

TRANSVERSE BARS

INTO SLAB TURNDOWN

1:12

SLAB ON GRADE

RE: PLAN FOR REINF

(2) #4 CONT

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

8"

8" CONC CURB

EQ EQ

C L R

T/ SLAB

EL = 92'-10"

T/ CURB

EL = 94'-4"

T/ SLAB EL

RE: PLAN

#5 CONT

SLAB ON GRADE

RE: PLAN FOR REINF

HOOK END OF

TRANSVERSE BARS

INTO SLAB TURNDOWN

(2) #4

CONT

SLAB ON GRADE

RE: PLAN FOR REINF

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

C L R

8"

8" CONC CURB

EQ EQ

T/ SLAB

EL = 91'-4"

T/ SLAB

EL = 92'-10"

T/ CURB

EL = 93'-10"

#5 CONT

SLAB ON GRADE

RE: PLAN FOR REINF

HOOK END OF

TRANSVERSE BARS

INTO SLAB TURNDOWN

SLAB ON GRADE

RE: PLAN FOR REINF

(2) #4

CONT

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

8"

C L R

8" CONC CURB

EQ EQ

T/ SLAB

EL = 91'-4"

T/ SLAB EL

RE: PLAN

T/ CURB

EL VARIES

SEE SF101

#5 CONT

SLAB ON GRADE

RE: PLAN FOR REINF

HOOK END OF

TRANSVERSE BARS

INTO SLAB TURNDOWN

SLAB ON GRADE

RE: PLAN FOR REINF

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

NOTES:

1. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

(2) #4

CONT

CONCRETE CURB AT

DETAIL A7A ONLY

8"

C L R

8" CONC CURB

EQ EQ

T/ SLAB

EL = 93'-4"

SLAB ON GRADE

RE: PLAN FOR REINF

1:12

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

SLOPE SLAB

RE: PLAN

T/ SLAB

EL = 92'-10"

T/ SLAB

EL = 93'-4"

T/ CURB

EL = 94'-4"

SLAB ON GRADE

RE: PLAN FOR REINF

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

(2) #4

CONT HOOK END OF

TRANSVERSE BARS INTO

CURB

1'-0"6"

C L R

8" CONC CURB

EQ EQ

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

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US Army Corps of Engineers

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A

F R

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H A

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IN

S A

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F

O R

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E O

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IA

Louisville District ®

M A

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U S

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C O

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C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

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CERTIFIED FINAL DESIGN

P R

O J E

C T

N U

M B

E R

U

H H

Z P

T B

D

S-306

C O

N C

R E

T E

S E

C T

IO

N

S

D W

IS

N

IE

W

S K

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M M

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L E

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C S

A U

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U H

H Z

S

-3

SCALE: 3/4"=1'-0"

12 2

SCALE 3/4" = 1'-0"

E1 SECTION AT STEPPED SEATING - OPTION 2

SCALE 3/4" = 1'-0"

C1 SECTION BETWEEN STEPPED AND SLOPED SEATING - OPTION 2

SCALE 3/4" = 1'-0"

E8

SECTION AT EDGE OF

STEPPED SEATING - OPTION 2

SCALE 3/4" = 1'-0"

A4 SECTION AT SLAB ON GRADE STEP - OPTION 2

SCALE 3/4" = 1'-0"

A1 SECTION AT SLAB ON GRADE STEP - OPTION 2

SCALE 3/4" = 1'-0"

C8

SECTION AT

SLAB ON GRADE STEP - OPTION 2

SCALE 3/4" = 1'-0"

A7 SECTION AT SLAB ON GRADE STEP - OPTION 2

SCALE 3/4" = 1'-0"

C5

SECTION AT

SLAB ON GRADE - OPTION 2

SCALE 3/4" = 1'-0"

D5

SECTION AT

SLAB ON GRADE STEP - OPTION 2

E8A

A7A

A

M E

N D

M E

N T

N O

V

W

2Q R

R

-0

G

14.5 15 16 17

H

G.6

F.9

D.8

37' - 0"27' - 8"7' - 5"

T/SLAB

EGDE OF SLAB-

ON-GRADE, TYP

EL = 96' - 8"

1:12

1:12

1:12

EL = 96' - 4"

T/SLAB

EL = 94' - 4"

T/SLAB

EL = 93' - 4"

EL = 96' - 0"

T/SLAB

EL = 95' - 8"

T/SLAB

EL = 95' - 4"

T/SLAB

EL = 95' - 0"

T/SLAB

EL = 94' - 8"

EL = 93' - 4"

T/SLAB

CMU WALL,

PER STRUCT

EL = 91' - 4"

T/SLAB

T/SLAB

T/SLAB

2' - 8"

R= 115' - 0"

45' - 4 3/8"92' - 0"

WORKING POINT

FOR CENTER OF

RADIUS OF

CURVED SLABS

R= 127' - 0"

T/FTG

T/FTG

T/FTG

F1 / 96' - 0"

F1 / 92' - 8"

F2 / 92' - 8"

F.S.

F.S.

F .S

F .S

F1 / 90' - 8"

F.S.

EL = 92' - 8"

EL = 94' - 8"

EL = 96' - 0"

EL = 92' - 0"

T/FTG

T/FTG

EL = 90' - 8"

T/FTG

EL = 92' - 0"

T/FTG

EL = 94' - 8"

T/FTG

EL = 92' - 8"

T/FTG

EL = 92' - 0"

T/FTG

EL = 96' - 0"

T/FTG

F .S

/8

9"

P1

P1

EL = 92' - 8"

F .S

F .S

EL = 90' - 8"

T/FTG

EL = 93' - 4"

T/SLAB

EL = 92' - 10"

T/SLAB

R= 106' - 1"

11' - 2 1/4"

C5 S-306

E1 S-306

A7 S-305

A7 S-305

E8 S-306

E8 S-306

C1 S-306

C8 S-306

A7 S-306

A4 S-306

A1 S-306

A4 S-306

A4 S-306

A1 S-306

A1 S-306

A1 S-306

A1 S-306

D5 S-306

A1 S-305

E1 S-305

E1 S-305

E1 S-305

EL = 96' - 8"

T/SLAB

E4 S-305

A8 S-304

E1 S-30518' - 0"

18' - 0"

A

F1 / 92' - 8"

D8 S-304

E7 S-305

E4 S-305

F1 / 94' - 0"

5' - 6"

/8

F

D8 S-304

D8 S-304

E7 S-305

A4 S-305

R= 132' - 0"

R= 135' - 0"

R= 138' - 0"

R= 141' - 0"

R= 144' - 0"

R= 147' - 0"

R= 149' - 4"

A

TRUE NORTH

SCALE: 3/16"=1'-0"

48 8

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

F Y

A

F R

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O N

S O

L

ID

A T

E D

M

IS

S

IO

N C

O M

P L

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P

H A

S E

R O

B

IN

S A

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F

O R

C E

B A

S E

G

E O

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IA

Louisville District ®

M A

R K

D E

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R

IP

T

IO

N

U S

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M Y

C O

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S O

F E

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IN

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S

D R

A W

N B

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D E

S

IG

N E

D B

Y

S U

B M

IT

T

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B Y

S

IZ

E

C H

E C

K E

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A N

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IS

S

U E

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C O

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D E

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C O

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O V

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M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

N o

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CERTIFIED FINAL DESIGN

KEY PLAN

P R

O J E

C T

N U

M B

E R

U

H H

Z P

T B

D

S-404

E N

L A

R G

E D

P L A

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-4

OPT

SCALE 3/16" = 1'-0"

A1 ENLARGED PLAN - OPTION 2 - AUDITORIUM SLAB-ON-GRADE PLAN

NOTES:

1. SEE SHEET SB108 FOR GENERAL FOUNDATION NOTES.

2. F.S. - INDICATES WALL FOOTING STEP, RE: E3/S-504.

3. SEE SF101 FOR ELEVATED SLABS NOT SHOWN.

4. SEE SF101 FOR SLAB DIMENSIONS NOT SHOWN.

A

M E

N D

M E

N T

O C

T

A

M E

N D

M E

N T

N O

V

W

2Q R

R

-0

LOOSE LINTEL SCHEDULE

MAXIMUM MASONRY

OPENING WIDTH

4'-0"

LINTEL SIZE

L3 1/2x3 1/2x1/4

MAXIMUM HEIGHT OF

BRICK ABOVE (RE: NOTE 3)

5'-4"

5'-0" L4x3 1/2x1/4 LLV 4'-4"

6'-0" L5x3 1/2x1/4 LLV 4'-0"

7'-0" L6x3 1/2x7/16 LLV 13'-8"

NOTES:

1. PROVIDE 8" MINIMUM BEARING EACH END OF STEEL LINTELS.

2. LINTELS SHALL BE HOT-DIPPED GALVANIZED AFTER BEING CUT TO LENGTH. ANGLES SHALL NOT BE CUT IN THE FIELD.

3. WHERE A VERTICAL CONTROL JOINT OR END OF WALL OCCURS ON EITHER SIDE OF OPENING, MAXIMUM HEIGHT OF

BRICK OR CMU ABOVE OPENING SHALL NOT EXCEED VALUE SHOWN ABOVE FOR LINTEL SIZE PROVIDED.

4. NOTIFY ENGINEER IF CONDITIONS EXIST THAT DO NOT COMPLY WITH THIS DETAIL.

RE: ARCH

FOR WALL

CONSTRUCTION

LOOSE LINTEL FOR

OPENING UP TO

8'-0" IN LENGTH.

8'-0" L5x3 1/2x5/8 LLV 8'-8"

BEAM

DIAGONAL BRACING

RE: F8/S-537

JOIST RE: PLAN

BEAM RE: PLAN

TYP

2" EJ RE: PLAN

METAL DECK RE: PLANFILLER ANGLE

RE: E1/S-533

BEAM RE: PLAN, TYP

3/8" BENT PLATE EACH

SIDE OF LADDER (TYP)

LADDERS (CFCI)

RE: ARCH

T Y

P

NOTES:

1. RE: ARCH FOR LADDER

LOCATION AND FINISHES.

2. TOUCH UP WELDS WITH

ZINC-RICH PAINT.

F

IE

L D

V E

R

IF

Y (1

M

A X

GALV. PL 1/2" x 6" x 0'-10" w/ (2) 3/8" DIA THREADED

RODS DRILLED AND SET

WITH EPOXY ADHESIVE

(7" GAGE, 2 3/8" EMBED)

6"

R E

A

R C

H

WALL & PARAPET

RE: ARCH

V A

R

IE

S R

E A

R C

H

RE: ARCH

3'-0"

RE: ARCH

2' - 0 3/4"

METAL DECK RE: PLAN

RE: PLAN

B/DECK EL

RE: PLAN

TYP

3"

(2) 3/4" DIA A325N BOLTS

TO BEAM WEB (TYP EACH

BENT PLATE)

JOIST RE: PLAN

T Y

P

M A

X

L4X4X1/4 KICKER

1/4" PLATE, TYP

G A

P

L8X4X1/2 (LLV) NS&FS w/ (2) 3/4" DIA

THROUGH BOLTS CENTERED IN

VERT SLOTTED HOLES TO ALLOW

FOR 1 1/2" VERT DEFLECTION.

HAND TIGHTEN NUTS AND MAR

THREADS TO PREVENT BACKOFF

GALV. HSS6X4X1/2 - CENTER

HSS WITHIN METAL STUD WALL

AT EACH LADDER RAIL

T Y

P

3/16

3/16

3/16

TYP

3/16

TYP

B/DECK EL

VARIES

RE: PLAN T/CONC

RE: PLAN

SLAB ON METAL DECK

RE: PLAN

3/16

3/8" GALV. PLATE TO BRACE

EACH LADDER RAIL, TYP

3/16

3/16

TYP

3/8" GALV. PLATE TO

BRACE EACH LADDER

RAIL THROUGH PARAPET

1/4" CAP PLATE

WL=+/-0.7k

NOTE:

ALL LOADS SHOWN

ARE SERVICE LOADS.

RE: PLAN

RE: PLAN

SLAB ON METAL

DECK RE: PLAN

RE: PLAN

FOR ELEV

BEAM RE: PLAN, TYP

SLAB ON METAL DECK

RE: PLAN

1/4" CONT BENT PLATE

RE: ARCH FOR

EXTERIOR WALL

CONSTRUCTION

RE: PLAN

FOR ELEV

RE: PLAN

BEAM RE: PLAN, TYP

BEAM RE: PLAN

1/4"

1/4" 3 SIDES,

TYP

3/8" STIFFENER

PLATE TYP BOTH

SIDES AT 6'-0" OC

C12X20.7

RE: ARCH FOR

EXTERIOR WALL

CONSTRUCTION

TYP

CL

T/SLAB EL

RE: PLAN

#3 CONT

#3 @ 18" OC

1/4" BENT PLATE

#4 x 2'-6"

@ 18" OC

BEAM

RE: PLAN

NOTE:

1. RE: PLAN FOR ORIENTATION OF DECK AND SLAB REINFORCING.

RE: PLAN

3 1/2"

/4

ALLEN H. SAVOIE

OF TEXASS

TATE

ALNOI

SS

E

F O

R P

ENG

IN

E E

R

NSEDECI

L 114742

SHEET ID

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Louisville District ®

M A

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P R

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-5

SCALE NTS

C5 LOOSE LINTEL SCHEDULE

SCALE 1" = 1'-0"

E8 JOIST TOP CHORD EXTENSION DETAIL

SCALE NTS

A1 TYPICAL LADDER SUPPORT DETAIL

SCALE 1" = 1'-0"

A8 SECTION

SCALE 1" = 1'-0"

A5 SECTION

A

M E

N D

M E

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SCALE 1" = 1'-0"

E5 SECTION

11/04/20

W

2Q R

R

-0

DN

8 9 9.5 10 10.5 11 11.5 12 12.5 138.5

F

J

G

H

E1

A-301

E1

A-301

A4

A-310

A1

A-310

A3

A-312

MET

203A

IG

A-201

F1

A-203

F1

IGQ

INTERVIEW

219B

IGQ

219A

IGI

215C

IGA

215B

CEM

215G

IG DIR

215FIG DEP DIR

215E

204.1

.2

W1W1W1W1W1W1W1W1W1

A-423

D1

MATCHLINE

B1 AE113

M A

T C

H L

IN

E

B

A E

10'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-8" 12'-10" 18'-4"

G.5

YR

203B

CONFERENCE

203.1

219.1

163163

B6-A

W5

W5

CONF

203C

CONF

203D

/2

/2

1'-9" 17'-11" 70'-2" 11'-2"

IG DIR SUITE

215D

LOBBY / STAIR 2

202B

12.6

G.6

F.9

219.2

F2F2

TYP

/2

A1

A-302

7.6

220'-10"

17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 2'-8" 17'-4" 1'-0" 1'-8"

B6-A

F3

A-502

D1

TRUE NORTH

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KEY PLAN

C

AREA C

P R

O J E

C T

N U

M B

E R

U

H H

Z P

B

A D E

T B

D

AE111

P A

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IA

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E

SCALE 1/8" = 1'-0"

B1 PARTIAL FLOOR PLAN - LEVEL 2 - AREA C

GENERAL NOTES - PARTIAL PLANS

A REFER IN-101 TO IN-113 FOR FINISH PLANS. REFER TO

I-603 FOR INTERIOR FINISH LEGEND

B REFER TO A-601 FOR PARTITION TYPES

C REFER TO A-603 THROUGH A-605 FOR DOOR AND

FRAME SCHEDULE

D REFER TO A-606 FOR WINDOW AND LOUVER TYPES

E REFER TO INTERIORS FOR FURNITURE AND

DEMOUNTABLE WALLS, SHOWN HALF TONED FOR

CLARITY

F ALL PARTITION TYPES TO BE A6-A UNLESS OTHERWISE

NOTED

KEYNOTES

160 THRU-WALL SCUPPER WITH 6" CIRCULAR PREFINISHED

METAL DOWNSPOUT AND 1'-10" x 2'-0" COLLECTOR HEAD

163 PVC ROOFING MEMBRANE ON 1/2" PROTECTION BOARD

ON (2) 2.9" RIGID INSULATION (R-33) (TYP)

211 PREMANUFACTURED 1'-0" DIA. METAL COLUMN COVER

(EX-3)

214 MECHANICAL EQUIPMENT, REFER MECHANICAL

307 DEMOUNTABLE PARTITION, REFER INTERIORS

628 FALL PROTECTION ANCHOR POINT, REFER STRUCTURAL

A

M E

N D

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2Q R

R

-0

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

WAP

TP

8 9 9.5 10 10.5 11 11.5 12 12.58.5

F

J

G

H

SE

SGX

110C

SG

SG DIR

110M

SR ENL ADV

110L

SGX DIV CH

110D

DEP DIR

110N

SG DIR SUITE

110E

MED CONF

DRUG

110G

SGS

110H

SGN

110F

M A

T C

H L

IN

E

C

A E

G.5

TRAINING

SE STG

102A

SPT

102B

DEP DIR

102C

DIRECTOR

102D

RR

117A

FMAH

RPO

MATCHLINE

B1 AE125

12.6

G.6

12.9

F.9

A-412

B5

7.6

274274

CONTROL JOINT

GYPSUM BOARD CEILING AS

SCHEDULED

2'x2' ACOUSTICAL CEILING TILE AS

SCHEDULED CENTERED IN SPACE AS

INDICATED

LIGHT FIXTURE; REFER TO

ELECTRICAL DRAWINGS.

SUPPLY AIR DIFFUSERS; REFER TO

MECHANICAL DRAWINGS.

RETURN AIR GRILLE; REFER TO

MECHANICAL DRAWINGS.

EXIT LIGHT FIXTURE AND WIRELESS

ACCESS POINT; REFER TO COMM

AND ELECTRICAL DRAWINGS.

SPRINKLERS, SMOKE DETECTORS,

AND SPEAKER STROBES; REFER TO

FIRE PROTECTION DRAWINGS.

REFLECTED CEILING PLAN LEGEND

2'x4' FOAM PANEL FINISH APPLIED TO

GYPSUM BOARD CEILING. DATUM

INDICATES HEIGHT OF GYPSUM.

TRUE NORTH

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CERTIFIED FINAL DESIGN

KEY PLAN

C

AREA C

P R

O J E

C T

N U

M B

E R

U

H H

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B

A D E

T B

D

AE123

R E

F L

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IL

IN

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SCALE 1/8" = 1'-0"

C1

PARTIAL REFLECTED CEILING PLAN -

LEVEL 1 - AREA C

KEYNOTES

198 6" PREFINISHED METAL DOWNSPOUT

206 PREFINISHED METAL CANOPY SYSTEM

274 PROVIDE GYPSUM BOARD SOFFIT AT LANDING WITH

PAINTED FINISH TO MATCH ADJACENT CEILINGS IN

LOBBY. PROVIDE PREFINISHED METAL EDGE TRIM AT

JOINT BETWEEN SOFFIT AND WOOD.

GENERAL NOTES - REFLECTED CEILING

PLAN

A REFER TO A-601 FOR PARTITION TYPES

B REFER IN-101 TO IN-113 FOR FINISH PLANS. REFER TO

I-602 FOR FINISH SCHEDULE

C ALL GYPSUM BOARD AND ACOUSTICAL CEILINGS TO BE

10' - 0" ABOVE FINISH FLOOR UNLESS OTHERWISE

NOTED

D PROVIDE HOLD-DOWN CLIPS AT ALL ACOUSTICAL

CEILING TILE WITHIN 10' - 0" OF AN EXTERIOR DOOR

A

M E

N D

M E

N T

N O

V

11/4/20

W

2Q R

R

-0

1/2" 1/4"

/8

/8

7 5/8"

6 5/8" 1"

T.O. PARAPET

132'-0"

J

M

IN

1'-2 1/2"

J

388 308

1'-6"

F2

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

J

A-310

A2 SIM

A-310

D7

A-310

A7

1'-2 1/2"

A-607

A4

A-607

E4

A-607

E2

A-607

A4

LEVEL 2

112'-0"

J

1'-6"

LEVEL 1

96'-8"

J

" 355

10 1/2"7 1/2"

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

J

A-310

A2

A-310

F7

A-310

D7

A-310

A7

1'-2 1/2"

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

A 0.A

2'-1"

A-313

D2 SIM

A-310

A2 SIM

A-607

E2

F2 F2

OH

302302

M

IN

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XETE

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YD.RIC

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

20 1

SHEET ID

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C O

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E N

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IN

E E

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IN

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M a in

S tr e e t, F o rt

W o rt h

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CERTIFIED FINAL DESIGN

P R

O J E

C T

N U

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U

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A-310

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A

-3

KEYNOTES

161 PREFINISHED METAL PARAPET COPING WITH

CONCEALED LAP JOINTS

201 FINISH GRADE, REFER CIVIL

202 2 1/2" SMOOTH INSULATED METAL WALL PANEL (R-14)

WITH 1/2" REVEAL; TYPE A

203 PREFINISHED ALUMINUM SUNSHADE (EX-5), REFER

A-561

204 BRICK VENEER WALL SYSTEM (R-17)

207 PREFINISHED 2 1/2" CORRUGATED INSULATED METAL

WALL PANEL SYSTEM (R13); TYPE B

208 ALUMINUM WINDOW SYSTEM WITH BLAST RESISTANT,

LOW-E, TINTED, INSULATED GLAZING

228 CAST STONE BANDING

230 CAST STONE SILL RE: B9/A-310

301 STEEL JOIST, REFER STRUCTURAL

302 STEEL BEAM, REFER STRUCTURAL

303 REINFORCED CONCRETE SLAB, REFER STRUCTURAL

304 REINFORCED CONCRETE SLAB ON METAL DECK,

REFER STRUCTURAL

308 CEILING AS SCHEDULED

340 1" SUBGIRT FRAMING SYSTEM

341 STEEL BENT PLATE, REFER STRUCTURAL

342 METAL DECK, REFER STRUCTURAL

343 5 7/8" RIGID INSULATION (R33)

344 TREATED WOOD NAILERS

346 TAPERED RIGID INSULATION

347 PVC ROOFING MEMBRANE, EXTEND UP ROOF 12" MIN

348 PVC FLASHING MEMBRANE; LAP PVC ROOFING

MEMBRANE 8" MIN, EXTEND UP PARAPET AND LAP AIR

BARRIER

350 6" METAL STUDS @ 16" O.C.

351 5/8" GYPSUM BOARD

352 TREATED WOOD BLOCKING, SLOPED TO DRAIN

353 CONTINUOUS METAL CLEAT

354 BATT INSULATION (R19)

355 THRU-WALL FLASHING WITH DRIP EDGE, PROVIDE

MORTAR LEAN IN CAVITY AND WEEPS FOR POSITIVE

DRAINAGE

357 8" TALL x 2" THICK CAVITY DRAINAGE MATERIAL

363 PVC ROOF MEMBRANE

364 PVC FLASHING MEMBRANE

387 THRU-WALL FLASHING WITH DRIP EDGE, PROVIDE

WEEPS FOR POSITIVE DRAINAGE

388 PREFINISHED METAL FLASHING WITH DRIP EDGE

502 AIR SPACE

503 FLUID APPLIED AIR BARRIER

504 1" RIGID INSULATION (R-5)

505 1/2" EXTERIOR SHEATHING

506 STEEL COLUMN, REFER STRUCTURAL

508 6" METAL STUDS @ 16" O.C. WITH 6" BATT INSULATION

(R-19)

544 INFILL CAVITY AREA WITH 6" METAL STUDS @ 16" O.C.

AND 6" BATT INSULATION

562 PVC ROOF MEMBRANE, EXTEND UP BLOCKING AND LAP

BRAKE METAL

615 UNDER SLAB VAPOR BARRIER

SCALE: 3/8"=1'-0"

24 4

SCALE 3" = 1'-0"

B9 SILL DETAIL

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

A2 SECTION DETAIL

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

F7 SECTION DETAIL

SCALE 3/8" = 1'-0"

A1 WALL SECTION

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

D7 SECTION DETAIL

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

A7 SECTION DETAIL

SCALE 3/8" = 1'-0"

A4 WALL SECTION

6"6"

SCALE: 3"=1'-0"

04 2

SCALE 3/8" = 1'-0"

A8 WALL SECTION

1 2

A

M E

N D

M E

N T

O C

T

A

M E

N D

M E

N T

O C

T

A

M E

N D

M E

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3 3

3 3 3

11/4/20

W

2Q R

R

-0

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

A

A-310

A2 SIM

A-313

E6

A-310

A7

SIM

1'-2 1/2"

LEVEL 2

112'-0"

A

M

IN

1'-4"2"

116'-0"

T.O. PARAPET

LEVEL 1

96'-8"

A-310

A7

A-310

A2 SIM

0.C

SIM

1'-2 1/2"

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

43.9

A-313

D2

A-310

A2 SIM

A-310

F7

214214

2'-3"

LEVEL 2

112'-0"

43.9

2'-3"

M

IN

LEVEL 1

96'-8"

H

1'-4 1/2"

116'-6"

T.O. PARAPET

A-310

A2 SIM

A-310

A7

SIM

F2

LEVEL 1

96'-8"

A-310

A7

A-313

A9

F2

SIM

1'-4"

116'-0"

T.O. PARAPET

A T

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L E

K

E N

T U

C K

Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

N o

D

CERTIFIED FINAL DESIGN

P R

O J E

C T

N U

M B

E R

U

H H

Z P

T B

D

A-313

W A

L L

S E

C T

IO

N

S

T R

IC

E

J B

R O

W N

G

IN

G L

IS

U H

H Z

A

-3

KEYNOTES

160 THRU-WALL SCUPPER WITH 6" CIRCULAR PREFINISHED

METAL DOWNSPOUT AND 1'-10" x 2'-0" COLLECTOR HEAD

163 PVC ROOFING MEMBRANE ON 1/2" PROTECTION BOARD

ON (2) 2.9" RIGID INSULATION (R-33) (TYP)

201 FINISH GRADE, REFER CIVIL

203 PREFINISHED ALUMINUM SUNSHADE (EX-5), REFER A-561

204 BRICK VENEER WALL SYSTEM (R-17)

205 CAST STONE COPING

207 PREFINISHED 2 1/2" CORRUGATED INSULATED METAL

WALL PANEL SYSTEM (R13); TYPE B

208 ALUMINUM WINDOW SYSTEM WITH BLAST RESISTANT,

LOW-E, TINTED, INSULATED GLAZING

214 MECHANICAL EQUIPMENT, REFER MECHANICAL

228 CAST STONE BANDING

230 CAST STONE SILL RE: B9/A-310

301 STEEL JOIST, REFER STRUCTURAL

302 STEEL BEAM, REFER STRUCTURAL

303 REINFORCED CONCRETE SLAB, REFER STRUCTURAL

304 REINFORCED CONCRETE SLAB ON METAL DECK, REFER

STRUCTURAL

308 CEILING AS SCHEDULED

332 PREFINISHED METAL EXPANSION JOINT COVER

343 5 7/8" RIGID INSULATION (R33)

345 1/2" PROTECTION BOARD

348 PVC FLASHING MEMBRANE; LAP PVC ROOFING

MEMBRANE 8" MIN, EXTEND UP PARAPET AND LAP AIR

BARRIER

351 5/8" GYPSUM BOARD

358 3 5/8" METAL STUD FRAMING

364 PVC FLASHING MEMBRANE

388 PREFINISHED METAL FLASHING WITH DRIP EDGE

502 AIR SPACE

503 FLUID APPLIED AIR BARRIER

504 1" RIGID INSULATION (R-5)

505 1/2" EXTERIOR SHEATHING

508 6" METAL STUDS @ 16" O.C. WITH 6" BATT INSULATION

(R-19)

511 FILL CAVITY WITH BATT INSULATION

514 CROSS BRACING, REFER STRUCTURAL

540 TREATED WOOD BLOCKING

632 DOUBLE METAL STUDS

SCALE: 3/8"=1'-0"

24 4

SCALE 3/8" = 1'-0"

A4 WALL SECTION

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

E6 SECTION DETAIL

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

A9 SECTION DETAIL

SCALE 3/8" = 1'-0"

A2 WALL SECTION

SCALE 3/8" = 1'-0"

A1 WALL SECTION

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

D2 SECTION DETAIL

SCALE 3/8" = 1'-0"

A6 WALL SECTION

SCALE 3/8" = 1'-0"

A8 WALL SECTION

A

M E

N D

M E

N T

O C

T

A

M E

N D

M E

N T

N O

V

11/4/20

W

2Q R

R

-0

H

C1

A-304

14.5

D.8

16 1715

F.9

I-W2

C2-A

C2-A

G3-A

F2

K6-AK6-A

F2

K6-A

K6-A 128.1

130.2

K6-A

C2-AC2-A

G3-A

129.1

G3-A

G3-AG3-A

G3-AG3-A

G3-A

130.1 K6-A

127.1

AUDITORIUM

CONTROL

GREEN RM

ELEC

45°

45°

37'-8"27'-8"7'-4"

8"9'-4"3'-4"2'-8"3'-4"2'-8"3'-4"2'-8"3'-4"10'-0"3'-4"2'-8"3'-4"2'-8"3'-4"2'-8"3'-4"10'-0"1"

12'-8" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 13'-4" 2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 10'-0"

F3

F3

T O

G R

ID

A-410

G6

3'-0"

3'-0"

A6

A6

A6

A6

2'-8"10 1/2"

72'-8"

TYP

4'-5 1/4"

4°

9 1/4"

/4

" 4

/4

9 1/4"

SLOPE

1" / 12"

SLOPE

1" / 12"

SLOPE

1" / 12"

SLOPE

1" / 12"

93'-4"

96'-0" 94'-4"

DN

S L O

P E

" / 1

DN DN

93'-4"

93'-10"

94'-4"

A-410

E6

A-410

F6

A-410

D6

(TYP)

.3

97'-4"

99'-8"

A5 A-314

E3

A-314

A5 A-314

SIM

E3

A-314

SIM

C9

A-523

TYP

7'-11 1/2"

9'-7 3/4"

4 1/4"

4 1/4"

TYP

12" MIN

(TYP)

408408

B9

A-410

B9

A-410

B9

A-410

H

G3-A F2 G3-A G3-A G3-A

3'-8"3'-4"2'-8"3'-4"2'-8"3'-4"2'-8" 1'-3"

3 1/4"

/ 2

265 265 265179 621 621

E3 A-314

A-410

A7

(TYP)

F2 F2 F2

F2

(TYP)

2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 3'-8" 1'-3"

3 1/4"

F2G3-A G3-A F2 G3-A F2 G3-A F2

° 1

621265179621265265

/4

(TYP)

F2

(TYP)

H

2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 12'-8"

/ 4

G3-A F2 F2 G3-A F2 G3-A265179 265621

A5 A-314

(TYP)

F2

(TYP)

D.8

2'-8" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 9'-4"

.3

G3-A F2 F2 G3-A F2 G3-A G3-A 179 265 265

/ 4

F2

(TYP)

(TYP)

H

F2

F2

G3-A

94'-4"

CROSSWALK

FINISH FLOOR

AS SCHEDULED

CONCRETE CURB,

REFER STRUCTURAL

1" / 12"

FINISH FLOOR

AS SCHEDULED

3/4" PLYWOOD,

LAMINATE CAP AND

TRIM FINISH, REFER

INTERIORS

EXTEND FINISH

DOWN FACES

OF CURB

1/2" ANODIZED

ALUMINUM EDGE

TRIM, REFER

INTERIORS

TRUE NORTH

SCALE: 3/16"=1'-0"

48 8

A T

T S

XETE

FO

S A

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RE

YD.RIC

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26 755

R E G

IS

TE

RED ARCH

ITE

C T

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

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B

A

US Army Corps of Engineers

F Y

A

F R

C C

O N

S O

L

ID

A T

E D

M

IS

S

IO

N C

O M

P L

E X

P

H A

S E

R O

B

IN

S A

IR

F

O R

C E

B A

S E

G

E O

R G

IA

Louisville District ®

M A

R K

D E

S C

R

IP

T

IO

N

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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 x

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

D A

T E

M A

R K

D E

S C

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IP

T

IO

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D R

A W

IN

G

C O

D E

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D

T B

D

N

O V

V S

A R

O N

I F

IL

E

N A

M E

L O

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IS

V

IL

L E

D

IS

T R

U

IS

V

IL

L E

K

E N

T U

C K

Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

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U P

I N

C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

N o

D

CERTIFIED FINAL DESIGN

KEY PLAN

OPT

OPTION 2

P R

O J E

C T

N U

M B

E R

U

H H

Z P

B

A

C

ED

T B

D

A-410

E N

L A

R G

E D

P L

A N

S

O P

T

IO

N

A

U D

IT

O

R

IU

M

T R

IC

E

J B

R O

W N

G

IN

G L

IS

U H

H Z

A

-4

SCALE 3/16" = 1'-0"

B1 ENLARGED PLAN - OPTION 2 - AUDITORIUM

KEYNOTES

405 RECESSED ACCENT LIGHT FIXTURE ON ALCOVE INSIDE

PERIMETER, REFER ELECTRICAL

408 STAINLESS STEEL AND GLASS GUARDRAIL / HANDRAIL

409 STAINLESS STEEL AND GLASS GUARDRAIL, REFER A-542

501 BRICK VENEER

510 2-1/2" METAL STUDS @ 16" O.C.

621 UNDERFLOOR PLENUM SUPPLY OPENING, REFER

STRUCTURAL AND MECHANICAL

633 1 1/2" O.D. STEEL PIPE WALL-MOUNTED HANDRAIL,

REFER B8/A-541

KEYNOTES

179 12" GROUT FILLED CMU , REFER STRUCTURAL

262 AUDITORIUM VIDEO SCREEN, REFER ELECTRICAL AND

A/V

264 A/V EQUIPMENT, REFER A/V

265 ADHERED ACOUSTICAL FOAM PANEL, REFER INTERIORS

FOR PANEL FINISH

271 UNDERFLOOR PLENUM ACCESS HATCH, REFER

STRUCTURAL AND MECHANICAL

351 5/8" GYPSUM BOARD

358 3 5/8" METAL STUD FRAMING

GENERAL NOTES - PARTIAL PLANS

A REFER IN-101 TO IN-113 FOR FINISH PLANS. REFER TO

I-603 FOR INTERIOR FINISH LEGEND

B REFER TO A-601 FOR PARTITION TYPES

C REFER TO A-603 THROUGH A-605 FOR DOOR AND

FRAME SCHEDULE

D REFER TO A-606 FOR WINDOW AND LOUVER TYPES

E REFER TO INTERIORS FOR FURNITURE AND

DEMOUNTABLE WALLS, SHOWN HALF TONED FOR

CLARITY

F ALL PARTITION TYPES TO BE A6-A UNLESS OTHERWISE

NOTED

SCALE 1/2" = 1'-0"

G6 PLAN DETAIL

SCALE 1/2" = 1'-0"

F6 PLAN DETAIL

SCALE 1/2" = 1'-0"

E6 PLAN DETAIL

SCALE 1/2" = 1'-0"

D6 PLAN DETAIL

SCALE 3" = 1'-0"

A7 ACCENT LIGHT DETAIL, TYP

1 2 42

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

6"6"

SCALE: 3"=1'-0"

04 2

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

B9

WHEELCHAIR SPACE

CURB DETAIL

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

20 1

A

M E

N D

M E

N T

N O

V

1 1 1

11/4/20

W

2Q R

R

-0

UP

DN

G

A3

A-423

A7

A-423

.1

7.6

F2F2

408408

A6-AA6-A

A6-A

G

A3

A-423

A7

A-423

E

Q T

R E

A D

S

E

Q T

R E

A D

S

6'-5" 10"

7.6

A6-AA6-A

F2F2

(TYP)

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

G

A7

A-423

E Q

R

IS

E R

S

1631/2" / 12"

A6-A

A6-A

F3

A-542

A1

A-542

A9

LEVEL 1

96'-8"

LEVEL 2

112'-0"

T.O. PARAPET

132'-0"

A3

A-423

7.6

F3

A6-A

A6-A

A-542

A9

TRUE NORTH

A T

T S

XETE

FO

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YD.RIC

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26 755

R E G

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RED ARCH

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C T

02 4 8134

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

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

F Y

A

F R

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O N

S O

L

ID

A T

E D

M

IS

S

IO

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O M

P L

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P

H A

S E

R O

B

IN

S A

IR

F

O R

C E

B A

S E

G

E O

R G

IA

Louisville District ®

M A

R K

D E

S C

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IP

T

IO

N

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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 x

IS

S

U E

D A

T E

C O

N T

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C T

N O

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IC

IT

A

T

IO

N N

O

D A

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M A

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D E

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IP

T

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N

D R

A W

IN

G

C O

D E

T B

D

T B

D

N

O V

V S

A R

O N

I F

IL

E

N A

M E

L O

U

IS

V

IL

L E

D

IS

T R

U

IS

V

IL

L E

K

E N

T U

C K

Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

N o

D

CERTIFIED FINAL DESIGN

P R

O J E

C T

N U

M B

E R

U

H H

Z P

T B

D

A-423

V E

R T

IC

A

L C

IR

C

U L A

T

IO

N

S T

A

IR

T R

IC

E

J B

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W N

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IN

G L

IS

U H

H Z

A

-4

KEYNOTES

163 PVC ROOFING MEMBRANE ON 1/2" PROTECTION BOARD

ON (2) 2.9" RIGID INSULATION (R-33) (TYP)

189 UNDER STAIR RAILING

260 GLASS DRAFT CURTAIN

274 PROVIDE GYPSUM BOARD SOFFIT AT LANDING WITH

PAINTED FINISH TO MATCH ADJACENT CEILINGS IN

LOBBY. PROVIDE PREFINISHED METAL EDGE TRIM AT

JOINT BETWEEN SOFFIT AND WOOD.

301 STEEL JOIST, REFER STRUCTURAL

302 STEEL BEAM, REFER STRUCTURAL

304 REINFORCED CONCRETE SLAB ON METAL DECK,

REFER STRUCTURAL

308 CEILING AS SCHEDULED

319 CONCRETE FILLED METAL PAN STAIRS, REFER

INTERIORS FOR FINISHES

408 STAINLESS STEEL AND GLASS GUARDRAIL / HANDRAIL

507 STEEL TUBE, REFER STRUCTURAL

SCALE 1/4" = 1'-0"

A1

ENLARGED PLAN -

STAIR 2 - LEVEL 1

SCALE 1/4" = 1'-0"

D1

ENLARGED PLAN -

STAIR 2 - LEVEL 2

SCALE 1/4" = 1'-0"

A3 SECTION

SCALE 1/4" = 1'-0"

A7 SECTION

E3 STAIR 2 ISOMETRIC

A

M E

N D

M E

N T

N O

V

1 1

11/4/20

W

2Q R

R

-0

3" X 1" STAINLESS STEEL

TUBE HORIZONTAL RAIL

1/2" TEMPERED GLAZING

WITH CLAMP

1 1/2" OD STAINLESS

STEEL HANDRAIL

/2

/2

BASE PLATE WITH

STAINLESS STEEL CAP;

FASTEN TO STEEL TUBE

SOLID WOOD FACING;

REFER INTERIORS FOR

STAIN

FLOOR FINISH AS

SCHEDULED

CONCRETE STAIR TREAD

AND LANDING REFER

STRUCTURAL

STEEL DECKING, REFER

STRUCTURAL

SOLID WOOD FACING;

REFER INTERIORS FOR

STAIN

STEEL TUBE, REFER

STRUCTURAL

/4

3" X 1" STAINLESS

STEEL TUBE

HORIZONTAL RAIL

1 1/2" OD

STAINLESS STEEL

HANDRAIL

1/2" TEMPERED

GLAZING WITH

CLAMP

2" X 1/2"

STAINLESS STEEL

POST

FLOOR FINISH AS

SCHEDULED STEEL STRINGER

WRAPPED WITH

3/4" PLAM FACED

PLYWOOD

CONCRETE FILLED

METAL PAN STAIR

WITH TILE FINISH;

REFER A4/A-542

3" 11"

FINISH FLOOR;

REFER INTERIORS

CONCRETE FILLED

METAL PAN STAIR

WITH CARPET TILE

FINISH; REFER

INTERIORS

STEEL TUBE

BEYOND, SHOWN

DASHED FOR

CLARITY; REFER

STRUCTURAL

STEEL ANGLE;

REFER STRUCTURAL

SOLID WOOD FACING,

REFER INTERIORS

FOR STAIN

SOLID WOOD RISER,

REFER INTERIORS

FOR STAIN

FLOOR FINISH

AS SCHEDULED

3" X 1" STAINLESS

STEEL TUBE

HORIZONTAL RAIL

1/2" TEMPERED

GLAZING WITH

CLAMP

STEEL TUBE,

REFER

STRUCTURAL

2" X 1/2"

STAINLESS STEEL

POST

1 1/2" OD

STAINLESS STEEL

HANDRAIL

1/2" 1 1/4"

4'-0"

1 1/4"

1/2"

1 1/2"

1/2"

FLOOR FINISH AS

SCHEDULED

3" X 1" STAINLESS

STEEL TUBE

HORIZONTAL RAIL

1/2" TEMPERED

GLAZING WITH

CLAMP

2" X 1/2" STAINLESS

STEEL POST

4'-0"

1 1/2"

1/2"

1" 2" 3'-3 1/2" 2" 1" 1/2"

BENT PLATE, REFER

STRUCTURAL

STEEL BEAM, REFER

STRUCTURAL

STEEL DECK, REFER

STRUCTURAL

CONCRETE STAIR

TREAD AND

LANDING, REFER

STRUCTURAL

FLOOR FINISH AS

SCHEDULED

BASE PLATE WITH

STAINLESS STEEL

CAP, FASTEN TO

CONCRETE

2" x 1/2" STAINLESS

STEEL POST

3" x 1" STAINLESS

STEEL TUBE

HORIZONTAL RAIL

1/2" TEMPERED

GLAZING WITH

CLAMP

GYPSUM BOARD FASCIA

ON METAL STUD

SOLID WOOD FACING,

REFER INTERIORS

FOR STAIN

5 1/2"

CONCRETE SLAB,

REFER STRUCTURAL

FLOOR FINISH AS

SCHEDULED

3" X 1" STAINLESS

STEEL TUBE

HORIZONTAL RAIL

1/2" TEMPERED

GLAZING WITH CLAMP

2" X 1/2" STAINLESS

STEEL POST

STEEL STRINGER

WRAPPED WITH

13/16" SOLID

WOOD FACING,

REFER INTERIORS

FOR STAIN

CONCRETE FILLED

METAL PAN STAIR

WITH TILE FINISH,

REFER INTERIORS

1 1/2" OD STAINLESS

STEEL HANDRAIL

1'-1"

A T

T S

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26 755

R E G

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RED ARCH

ITE

C T

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

20 1

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

F Y

A

F R

C C

O N

S O

L

ID

A T

E D

M

IS

S

IO

N C

O M

P L

E X

P

H A

S E

R O

B

IN

S A

IR

F

O R

C E

B A

S E

G

E O

R G

IA

Louisville District ®

M A

R K

D E

S C

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IP

T

IO

N

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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 x

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

D A

T E

M A

R K

D E

S C

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IP

T

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D R

A W

IN

G

C O

D E

T B

D

T B

D

N

O V

V S

A R

O N

I F

IL

E

N A

M E

L O

U

IS

V

IL

L E

D

IS

T R

U

IS

V

IL

L E

K

E N

T U

C K

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J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

N o

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CERTIFIED FINAL DESIGN

P R

O J E

C T

N U

M B

E R

U

H H

Z P

T B

D

A-542

S T

A

IR

D E

T A

IL

S

T R

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E

J B

R O

W N

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IN

G L

IS

U H

H Z

A

-5

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

A6 GUARDRAIL/HANDRAIL SECTION

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

A1 GUARDRAIL/HANDRAIL TRANSITION

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

A4 TYPICAL TREAD DETAIL

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

E1 TYPICAL GUARDRAIL/HANDRAIL ELEVATIONS

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

E5 TYPICAL GUARDRAIL ELEVATION

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

A9 GUARDRAIL SECTION

A

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D8 BOTTOM OF STAIR RUN

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ALUM RETAINER FRAME

VINYL COVER

FASTENERS

5/8" GYP

BD

3"

FILL VOIDS BETWEEN

MTL DECK & PLATE

WITH INSULATION-

COVER COMPLETELY

WITH 1" SEALANT

CONT 20 GAGE

CLOSURE PLATE 2"

WIDER THAN

PARTITION

COMPRESSIBLE

INSULATION

STEEL ROOF OR

FLOOR DECK

SEAL BETWEEN

PLATE AND DECK AT

EACH SIDE

CONT 14" WIDE 20

GAGE CLOSURE

PLATESEALANT WITH BOND

BREAKER TAPE

TOP RUNNER

CAPTURED WITHIN

DEEP LEG TRACK

CONT 18 GAGE, 3"

LEG TRACK, ANCHOR

TO DECK WITH S-12

SCREWS AT 12" OC

STAGGERED

PARALLEL TO METAL DECK

FLUTES

PERPENDICULAR TO

METAL DECK FLUTES

DO NOT ATTACH

GYP BD OR STUDS

TO TOP TRACK

REFER TO GENERAL

NOTES FOR

SEALANT AND

INSULATION TYPES

GYP BD PARTITION

AS SCHED

FLR FIN AS

SCHED

GYP BD

PARTITION AS

SCHED

SEALANT AND

BACKER ROD

METAL RUNNER

BASE AS SCHED

ZINC CONTROL JOINT

AT BOTH SIDES

2 LAYERS OF

5/8" GYP BD

METAL STUD

GYP BD PARTITION

AS SCHED

/8

/8

/8

LINE OF STRUCTURE

ABOVE

CEILING AS SCHED

METAL STUD FRAMING

SOUND ATTENUATION

INSULATION - RATING

'A'

FLOOR

(1) LAYER OF GYP BD

ON EACH SIDE

WIDTH

R A

T

IN

G S

IZ

IN

D

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

A

A

2 1/2"

3 5/8"

4"

6"

8"

NO RATING - NO INSULATION

1 HR FIRE RATED - UL# U419

ACOUSTICAL - STC 45

3 3/4"

4 7/8"

5 1/4"

7 1/4"

9 1/4"

LINE OF STRUCTURE

ABOVE

CEILING AS SCHED

METAL STUD FRAMING

SOUND ATTENUATION

INSULATION - RATING

'A'

FLOOR

(2) LAYERS OF GYP BD

ON EACH SIDE

WIDTH

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

B

A

3 5/8"

6"

8"

NO RATING - NO INSULATION

2 HR FIRE RATED - UL# U419

ACOUSTICAL - STC 55

6 1/8"

8 1/2"

10 1/2"

CEILING AS SCHED

METAL STUD FRAMING

SOUND ATTENUATION

INSULATION - RATING

'A'

LINE OF STRUCTURE

ABOVE

WIDTH

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

D

A

3 5/8"

4"

6"

8"

NO RATING - NO INSULATION

ACOUSTICAL

4 7/8"

5 1/4"

7 1/4"

9 1/4"

SOUND

ATTENTUATION

INSULATION TO 4'-0"

EACH SIDE - RATING

'A'

(1) LAYER OF GYP BD

ON EACH SIDE, TO 4 "

ABOVE CEILING

METAL TRACK

BETWEEN BRACING

LINE OF STRUCTURE

ABOVE

CEILING AS SCHED

METAL STUD

FRAMING

SOUND ATTENUATION

INSULATION - RATING

'A'

FLOOR

(2) LAYER OF GYP BD

ON ONE SIDE

WIDTH

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

E

A

2 1/2"

3 5/8"

4"

6"

NO RATING - NO INSULATION

ACOUSTICAL

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

F

2 1/2"

3 5/8"

4"

6"

NO RATING - NO INSULATION

3 1/8"

4 1/4"

4 5/8"

6 5/8"

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

LINE OF STRUCTURE

ABOVE

CEILING AS SCHED

C-H METAL STUD

FRAMING

SOUND ATTENUATION

INSULATION - RATING

'A'

FLOOR

GYP BOARD

WIDTH

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

J

2 1/2"

4"

6"

NO RATING - NO INSULATION

1 HR FIRE - UL# U415; SYS A

3 1/8"

4 5/8"

6 5/8"

CONT EVERY OTHER

MTL STUD TO STRUCT

2 2 1/2" 3 3/4"

CEILING AS SCHED

METAL STUD FRAMING

SOUND ATTENUATION

INSULATION - RATING 'A'

LINE OF STRUCTURE

ABOVE

WIDTH

SOUND

ATTENTUATION

INSULATION TO 4'-0"

ON ONE SIDE - RATING

'A'

(1) LAYER OF GYP BD

ON ONE SIDE, TO

4 " ABOVE CEILING

METAL TRACK

BETWEEN BRACING

CONT EVERY OTHER

MTL STUD TO STRUCT

A ACOUSTICAL

3 3/4"

4 7/8"

5 1/4"

7 1/4"

H

A

3 5/8"

4"

6"

NO RATING - NO INSULATION

ACOUSTICAL

2'-0"

2'-0"

2'-0"

(1) LAYER OF 1" THK

GYP LINER PANEL

S H

A F

T S

ID

E

LINE OF STRUCTURE

ABOVE

CEILING AS SCHED

METAL STUD

FRAMING

SOUND ATTENUATION

INSULATION - RATING

'A'

FLOOR

(1) LAYER OF GYP BD

ON EACH SIDE

WIDTH

1'-0" HIGH WATER

RESISTANT GYP BD

BRACE AT 4'-0" OC

VERT, FASTEN 3

PLACES TO EA STUD

2'-0" WIDE

S SECURE - ICD 705 TYPE "A"

1 7/8" 1 1/2"1 7/8" 1 1/2"

1 1 HR FIRE RATED - UL# U419

SECOND DIGIT IS THE

'SIZE INDICATOR'

THIRD DIGIT IS THE

PARTITION 'RATING'

"LINE OF STRUCTURE" INDICATED FOR EACH

PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT

INDICATE EXACT CONSTRUCTION CONDITIONS OR

GEOMETRY. REFER TO FOR DETAILS ON THIS SHEET

FOR TYPICAL CONNECTION DETAILS.

DO NOT ATTACH METAL STUD TO THE TOP SLIP TRACK.

GYPSUM BOARD:

1. FIRE RESISTANT RATED PARTITIONS SHALL

USE TYPE "X" FIRE RATED GYPSUM BOARD.

2. PARTITIONS IN HIGH MOISTURE AREAS SHALL

USE MOISTURE RESISTANT GYPSUM BOARD

WHICH INCLUDE TOILET ROOM(S), LOCKER

ROOM(S),JANITOR CLOSET(S) AND WITHIN 4'-0"

OF WATER FOUNTAIN.

3. PARTITIONS BEHIND TOILETS, FIXTURES AND

WITHIN SHOWER AREAS SHALL USE CEMENT

BOARD WITH A MOISTURE BARRIER.

4. DO NOT ATTACH GYPSUM BOARD TO THE TOP

SLIP TRACK.

5. ALL CEILINGS LOCATED IN RESTROOMS SHALL

USE MOISTURE RESISTANT GYPSUM BOARD.

SEALANT:

1. FIRE RESISTANT RATED PARTITIONS SHALL USE

FIRE STOP SEALANT SYSTEM.

2. NON - RATED PARTITIONS AND SMOKE RATED

PARTITIONS SHALL USE ACOUSTICAL

SEALANT.FIRE RESISTANT RATED PARTITIONS

SHALL NOT USE ACOUSTICAL SEALANT.

3. AT AUDITORIUM KNEE WALLS WITH

UNDERFLOOR AIR DISTRIBUTION, ENSURE

DRYWALL IS SEALED AT TOP OF WALL,

CONNECTION TO SLAB, ALL VERTICAL SEAMS

INCLUDING CORNERS, AND ALL FOUR SIDES OF

AIR DEVICE PENETRATIONS

INSULATION - HEAD CONDITION AT STRUCTURE

ABOVE:

1. FIRE RATED RESISTANT PARTITIONS SHALL USE

FIRE SAFING INSULATION.

2. NON - RATED PARTITIONS SHALL USE SOUND

ATTENUATION BLANKET.

FIRE AND / OR SMOKE RESISTANT ARE TO

SURROUND ALL OPENINGS IN RATED PARTITIONS.

FIRE AND / OR SMOKE RESISTANT PARTITIONS

SHALL EXTEND TO INSIDE FACE OF EXTERIOR

SHEATHING,INCLUDING EXTENSIONS THROUGH

SOFFITS.

EACH PARTITION INDICATED TO BE FIRE

AND/OR SMOKE RESISTANT SHALL BE

IDENTIFIED AS SUCH WITH A LABEL ABOVE

THE CEILING ON EACH SEGMENT OF WALL AT

8'-0" ON CENTER. INCLUDE LETTERING NOT

LESS THAN 3 INCHES IN HEIGHT WITH A

MINIMUM 3/8 INCH STROKE IN A CONTRASTING

COLOR INCORPORATING THE SUGGESTED

WORDING, "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS"

INSTALL HORIZONTAL STUD FRAMING BRACING AT 4'-

0" ON CENTER AT FURRING AND NON-RATED CHASE

WALLS

FIRST DIGIT IS THE

PARTITION 'TYPE'

A.

B.

C.

A3-2

GENERAL SHEET NOTES

PARTITION TYPES

D.

E.

F.

G.

H.

J. STC RATING IS BASED ON A MIN METAL STUD SIZE

OF 3 5/8".

K.

L.

M.

N.

ALL STUDS ARE 16" ON CENTER UNLESS OTHERWISE

NOTED.

ALL STUDS ARE MINIMUM 22 GAUGE.

REFER TO FLOOR PLANS FOR LOCATION OF

PARTITION TYPE TAGS.

P. PROVIDE PAINTED FINISH TO 1'-0" ABOVE CEILING AT

GYPSUM BOARD SIDE OF WALL TYPE P1-1; TAPING,

FLOATING AND FINISHING OF GYPSUM BOARD NOT

REQUIRED FROM 1'-0" ABOVE CEILING TO DECK ABOVE

LINE OF STRUCTURE

ABOVE

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

C

A

2 1/2"

NO RATING - NO INSULATION

ACOUSTICAL - STC 60

7 7/8"

WIDTH

NON-HARDENING

SEALANT (BOTH SIDES)

(2) 2-1/2" MTL STUDS

1" MIN AIR GAP

SOUND ATTENUATION

INSULATION - RATING

'A'

CEILING AS SCHED

(2) LAYERS OF GYP BD

(1) LAYER OF GYP BD

ACOUSTICAL SEALANT

(BOTH SIDES)

FLOOR

LINE OF STRUCTURE

ABOVE

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

G

A

3 5/8"

NO RATING - NO INSULATION

ACOUSTICAL - STC 60+

16 7/8"

FINISH FLOOR

CONCRETE MASONRY,

REFER STRUCTURAL

1" MINIMUM AIR GAP

SOUND ATTENUATION

INSULATION - RATING

'A'

(1) LAYER 5/8"

GYPSUM BOARD

FIRE-RATED, NON-

HARDENING SEALANT

(BOTH SIDES)

3-5/8" METAL STUD

ACOUSTICAL SEALANT

(BOTH SIDES)

WIDTH

LINE OF STRUCTURE

ABOVE

R A

T

IN

G S

IC

A T

O R

T Y

P E

IND STUD SIZE TOTAL WIDTH

K

A

3 5/8"

NO RATING - NO INSULATION

ACOUSTICAL - STC 55

6 3/8"

WIDTH

FIRE-RATED, NON-

HARDENING SEALANT

(BOTH SIDES)

(1) 3-5/8" MTL STUD

RESILIENT CHANNEL

WITH HARDENED STL

PLATE

SOUND ATTENUATION

INSULATION - RATING

'A'

CEILING AS SCHED

(2) LAYERS OF GYP BD

(1) LAYER OF GYP BD

ACOUSTICAL SEALANT

(BOTH SIDES)

FLOOR

Q. PROVIDE WOOD BLOCKING AT PROPER LOCATIONS

FOR THE INSTALLATION OF ELECTRICAL AND

TELECOM PANELS, SWITCHBOARDS, AND EQUIPMENT

R. LISTED STC RATINGS ARE INDICATIVE OF THE ENTIRE

PARTITION ASSEMBLY.

3/8"

/2

/2

3/8"

PREMOLDED

CONTROL JOINT

INSERT

STRUCTURAL

BRICK SASH UNITBACK STOP

MATERIAL

PRIMESEALANT

GALV U-SHAPED

STEEL CASING

ACOUSTICAL

SEALANT AND

BACKER ROD

METAL STUD

GYP BD

PARTITION AS

SCHED

/8

METAL

STUD

5/8" GYP BOARD

2" PREFINISHED

ALUMINUM EXPANSION

JOINT COVER

SILICONE COATED,

ACRYLIC IMPREGNATED

COMPRESSIBLE FILLER

CONCRETE CURB,

REFER STRUCTURAL

REINFORCED

CONCRETE SLAB,

REFER STRUCTURAL

PARTITION AS

SCHED, REFER

PARTITION TYPES

LEVEL 1

100'-0"

PARTITION AS SCHED,

EXTEND PAST

CONCRETE CURB

MINIMUM 2"; REFER

PARTITION TYPES

A T

T S

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RED ARCH

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SCALE: 3"=1'-0"

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US Army Corps of Engineers

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Louisville District ®

M A

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CERTIFIED FINAL DESIGN

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A

-6

SCALE 6" = 1'-0"

A5 TYP CORNER GUARD

SCALE 3" = 1'-0"

C6 TYP TOP OF GYP BD WALL CONN

SCALE 3" = 1'-0"

A6

TYP BOT OF WALL

CONNECTION

SCALE 3" = 1'-0"

B5 TYP 1 HR RATED CNTRL JT

SCALE 3" = 1'-0"

A3 CJ2 - CONTROL JOINT

SCALE 3" = 1'-0"

B6

TYP WALL-WALL

CONNECTION

SCALE 3" = 1'-0"

A1 EXPANSION JOINT

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

A8 CURB DETAIL

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

20 1

3"3"

SCALE: 6"=1'-0"

02 1

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