WWYK263009_65 Drawings_Volume 1_Part7_Part1.pdf

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

ADMIN. ROOF

135'-0"

HANGAR DOOR HEAD

161'-5"

HANGAR ROOF

190'-2"

T

PRECAST ARCHITECTURAL

CONCRETE

RIGID INSULATION

INSULATED METAL WALL

PANELS

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM METAL ROOF

GIRT FRAMING, RE: STRUCT.

BRACE FRAME, RE: STRUCT.

STEEL FRAMING, RE: STRUCT.

PRECAST ARCHITECTURAL

CONCRETE

BRICK VENEER MASONRY

STEEL DECK, RE: STRUCT.

SELF-ADHERING ROOF

UNDERLAYMENT

POLYISOCYANURATE

INSULATION BOARD

GENERAL NOTES (WALL SECTION):

1. REFER SHEET A-151 FOR GUTTER AND

DOWNSPOUT SIZES.

2. R-VALUES FOR EXTERIOR ENVELOPE:

MATERIAL R-VALUE

ROOF R-40

LOCATION

6" POLYISOCYANURATE

BOARD INSULATION

WALL

CONTINUOUS

R-20 / R-29

3.5" RIGID INSULATION /

4" INSULATED MTL PNL

WALL

STUD CAVITY

N/A

NONE REQUIRED

(FOR THERMAL

PERFORMANCE)

GRADE BEAM NONE REQUIRED N/A

1" POLYURETHANE R-9

OH COILING

DOORS

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

ADMIN. ROOF

135'-0"

E.7E.8

9D

STEEL BRACE

FRAME, RE:

STRUCT.

STEEL FRAMING,RE:

STRUCT.

STEEL DECK, RE: STRUCT.

STEEL DECK, RE: STRUCT.

POLYISOCYANURATE

INSULATION BOARD

ALUMINUM SUNSHADE

OUTRIGGER

ACOUSTICAL CEILING TILE

STEEL JOIST, RE:

STRUCT.

CONCRETE SLAB, RE: STRUCT.

TOWER STAIRS ADMIN

ROOF LEVEL

138'-6"

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

ADMIN. ROOF

135'-0"

HANGAR DOOR HEAD

161'-5"

HANGAR ROOF

190'-2"

B

PRECAST ARCHITECTURAL

CONCRETE

RIGID INSULATION

PRECAST ARCHITECTURAL

CONCRETE

INSULATED METAL WALL

PANELS

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM METAL ROOF

STEEL DECK, RE: STRUCT.

STEEL GIRT FRAMING,

RE: STRUCT.

POLYISOCYANURATE

INSULATION BOARD

STEEL DECK, RE: STRUCT.

INSULATED METAL WALL

PANELS

SELF-ADHERING ROOF

UNDERLAYMENT

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

AN

R P

M

E L

I

I R Y

N G

E S

I

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NOT FOR

CONSTRUCTION

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

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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

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S U

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IT

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B Y

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IZ

E

C H

E C

K E

D B

Y

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

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

2'-0" 4'-0" 8'-0"

1/4" = 1'-0"

A-306

W A

L L S

E C

T

IO

N S

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

R D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/4" = 1'-0"A4

WALL SECTION

1/2" = 1'-0"A6

WALL SECTION

1/4" = 1'-0"A9

WALL SECTION

D E

S

IG

N

/2

/2

GENERAL NOTES (WALL SECTION):

1. REFER SHEET A-151 FOR GUTTER AND

DOWNSPOUT SIZES.

2. R-VALUES FOR EXTERIOR ENVELOPE:

MATERIAL R-VALUE

ROOF R-40

LOCATION

6" POLYISOCYANURATE

BOARD INSULATION

WALL

CONTINUOUS

R-20 / R-29

3.5" RIGID INSULATION /

4" INSULATED MTL PNL

WALL

STUD CAVITY

N/A

NONE REQUIRED

(FOR THERMAL

PERFORMANCE)

GRADE BEAM NONE REQUIRED N/A

1" POLYURETHANE R-9

OH COILING

DOORS

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

ADMIN. ROOF

135'-0"

S

CONCRETE FOUNDATION

ON GRADE REFER TO

STRUCTURAL DRAWINGS

PRECAST ARCHITECTURAL

CONCRETE

RIGID INSULATION

PRECAST ARCHITECTURAL

CONCRETE

BRICK VENEER MASONRY

AER-09038 RATED STAIR SOFFIT,

1" GYPSUM LINER PANELS AND

5/8" FIRECODE C CORE GYPSUM

PANEL ON C-H METAL STUDS 24"

O.C., JOINTS FINISHED

CONCRETE SLAB ON METAL

DECKING SEE STRUCTURAL

DRAWINGS

ALUMINUM SUNSHADE

OUTRIGGER

SUSPENDED CEILING, RE:

CEILING PLANS

CONCRETE SLAB, RE: STRUCT.

R.9

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

ADMIN. ROOF

135'-0"

M.4

CONCRETE FOUNDATION

ON GRADE REFER TO

STRUCTURAL DRAWINGS

CONCRETE SLAB ON GRADE

REFER TO STRUCTURAL

DRAWINGS

STAIRS - SEE ENLARGED

STAIR PLANS

SUSPENDED CEILING, RE:

CEILING PLANS

CONCRETE SLAB ON METAL

DECKING SEE STRUCTURAL

DRAWINGS

STEEL FRAMING REFER

TO STRUCTURAL

DRAWINGS

3C

2A

<varies>

STEEL FRAMING REFER

TO STRUCTURAL

DRAWINGS

INSULATED METAL WALL

PANELS

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM METAL ROOF

STEEL FRAMING REFER

TO STRUCTURAL

DRAWINGS

G4

A-510

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

ADMIN. ROOF

135'-0"

E.7

CONCRETE SLAB ON METAL

DECKING SEE STRUCTURAL

DRAWINGS

STEEL FRAMING REFER

TO STRUCTURAL

DRAWINGS

STEEL COLUMN REFER

TO STRUCTURAL

DRAWINGS

STANDING SEAM METAL ROOF

STEEL DECK, RE: STRUCT.

SUSPENDED CEILING, RE:

CEILING PLANS

STEEL FRAMING REFER

TO STRUCTURAL

DRAWINGS

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

B

CONCRETE FOUNDATION

REFER TO STRUCTURAL

DRAWINGS

CONCRETE SLAB ON

GRADE REFER TO

STRUCTURAL DRAWINGS

SUSPENDED GYP. CEILING

CMU WALL BEYOND

BRICK WALL BEYOND

PRECAST ARCHITECTURAL

CONCRETE

RIGID INSULATION

PRECAST ARCHITECTURAL

CONCRETE

PRECAST ARCHITECTURAL

CONCRETE

STEEL DECK, RE: STRUCT.

POLYISOCYANURATE

INSULATION BOARD

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

STANDING SEAM METAL ROOF

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

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

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B Y

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IZ

E

C H

E C

K E

D B

Y

X

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

O

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

1'-0" 2'-0" 4'-0"

1/2" = 1'-0"

A-307

W A

L L S

E C

T

IO

N S

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

R D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/2" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"A3

WALL SECTION

1/2" = 1'-0"A6

WALL SECTION

1/2" = 1'-0"A9

WALL SECTION

D E

S

IG

N

/2

FIRST FLOOR

100'-0"

HANGAR DOOR

99'-2"

SECOND FLOOR

118'-1"

HANGAR ROOF RIDGE

210'-2"

HANGAR DOOR HEAD

161'-5"

HANGAR ROOF

190'-2"

AB

INSULATED METAL WALL

PANELS

STEEL FRAMING, RE:

STRUCT.

POLYISOCYANURATE

INSULATION BOARD

STEEL DECK, RE: STRUCT.

STANDING SEAM METAL ROOF

STEEL FRAMING REFER TO

STRUCTURAL DRAWINGS

A-611

A5

1'-10 1/2"

1'-10 1/2" 1'-10 1/2"

1'-6 5/16"

A-611

G5

ALL PULLEYS AND CABLES USED

TO OPEN THE HANGAR DOORS

TO BE MOUNTED INTERNALLY

TRANSLUCENT FIBERGLASS

SANDWICH PANEL ASSEMBLY

GENERAL NOTES (WALL SECTION):

1. REFER SHEET A-151 FOR GUTTER AND

DOWNSPOUT SIZES.

2. R-VALUES FOR EXTERIOR ENVELOPE:

MATERIAL R-VALUE

ROOF R-40

LOCATION

6" POLYISOCYANURATE

BOARD INSULATION

WALL

CONTINUOUS

R-20 / R-29

3.5" RIGID INSULATION /

4" INSULATED MTL PNL

WALL

STUD CAVITY

N/A

NONE REQUIRED

(FOR THERMAL

PERFORMANCE)

GRADE BEAM NONE REQUIRED N/A

1" POLYURETHANE R-9

OH COILING

DOORS

FIRST FLOOR

100'-0"

SECOND FLOOR

118'-1"

1.5

D4

A-510

A4

A-510

G4

A-510

'-8

/1

7'

-4

7/

8"

PREFINISHED METAL

DOWNSPOUT

PRECAST ARCHITECTURAL

CONCRETE

RIGID INSULATION

PRECAST ARCHITECTURAL

CONCRETE

GLAZING

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM METAL ROOF

STEEL DECK, RE: STRUCT.

BRICK VENEER MASONRY

FIRST FLOOR

100'-0"

HANGAR DOOR

99'-2"

SECOND FLOOR

118'-1"

PRECAST ARCHITECTURAL

CONCRETE

RIGID INSULATION

PRECAST ARCHITECTURAL

CONCRETE

PREFINISHED METAL

DOWNSPOUT

COMBINATION EMERGENCY

EYEWASH AND SHOWER

DOORS AND FRAMES

SUMP PUMP DISCHARGE

PIPING, RE: PLUMBING

3.9

INSULATED METAL WALL

PANELS

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

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

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

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

1'-0" 2'-0" 4'-0"

1/2" = 1'-0"

A-308

W A

L L S

E C

T

IO

N S

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

R D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/4" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"A5

WALL SECTION

1/2" = 1'-0"A8

WALL SECTION

D E

S

IG

N

/2

E

PBB

M G

B

J

J

J

J

J J

J

J J

PBB

M G

B

SBB

M G

B

G G

S B

B

E

J J

JJ

SG

SG

SGSG

SG SG

SG SG SG

SG SG SG

SG

SG

SG

SG SG

SG

SGSG SG

SG

SG SG SG

SG SG SG

SG SG

SG

SG

SG

SG

SGSG

SG

SG

SG

SG

SG

J

J J

J

J

J J

J

J

E

E

E

JJ

J J

J

J

EE E

EE

EE

E E

J

J

J

J

E

E

E EEE

EEE

E

E E

E

EE

E

E

E

UP

UP

AP TORNADO SHELTER

USABLE FLOOR AREA:

CALCULATED AT 50% -

NOT SHOWN ON PLAN

GENERAL NOTES:

1. ALL OPENINGS / PENETRATIONS THROUGH

TORNADO SHELTER WALLS AND ROOF SLAB TO

HAVE APPROPRIATE UL-LISTED FIRESTOP

ASSEMBLY AND ICC-500 COMPLIANT MISSILE IMPACT

PROTECTION (CONSTRUCTED IN ACCORDANCE

WITH ENGINEERED DETAILS, REFER TO

STRUCTURAL, OR PROVIDED BY TESTED AND

APPROVED PRODUCT/ASSEMBLY).

2. FIRST AID KIT IS REQUIRED IN EACH ROOM OF THE

TORNADO SHELTER. THIS IS GOVERNMENT-

FURNISHED, GOVERNMENT-INSTALLED.

3. PENETRATIONS THROUGH TORNADO SHELTER LID

ARE NOT PERMITTED.

4. ALL ELECTRICAL AND TELECOMM PENETRATIONS

THROUGH TORNADO SHELTER WALLS SHALL

COMPLY WITH STRUCTURAL DETAIL ___/S-___.

5. ALL PENETRATIONS SHALL MAINTAIN 2-HOUR FIRE

RATING.

6. REFER TO INTERIOR FURNITURE PLANS FOR

FURNITURE, FIXTURE, AND EQUIPMENT

INFORMATION.

7. REFER TO INTERIOR ELEVATION SHEETS FOR

MILLWORK DETAILS.

SHELTER DESIGN INFORMATION

1. TYPE OF SHELTER: TORNADO

2. WIND DESIGN IN ACCORDANCE WITH ICC-500, 2014

3. DESIGN WIND SPEED: 250 MPH

4. IMPORTANCE FACTOR: 1.0

5. WIND EXPOSURE CATEGORY: C

6. INTERNAL PRESSURE COEFFICIENT: ±0.55

7. TOPOGRAPHIC FACTOR: 1.0

8. DIRECTIONALITY FACTOR: 1.0

9. THE TORNADO SHELTER IS LOCATED IN AN AREA

DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL

CHANCE FLOODPLAIN (UNSHADED ZONE X).

REFER FEMA/NFIP FLOOD INSURANCE RATE MAP

NUMBER 40109C0320H,

REVISED DECEMBER 18, 2009.

10. FLOOD ELEVATION: N/A

11. DOCUMENTATION THAT PRESSURE AND IMPACT

REQUIREMENTS ARE MET:

REFER SPECIFICATIONS FOR REQUIRED SHOP

DRAWINGS/SUBMITTALS

12. REFER GI101 FOR LOCATION OF TORNADO

SHELTER WITHIN BUILDING.

13. LOWEST SHELTER FLOOR ELEVATION: 1279.0'

14. TORNADO SHELTER OCCUPANT LOAD: 106 TOTAL

(RM 127/128: 41 @ 5SF + 1 HC @ 10SF, RM 129/130:

63 @ 5SF + 1 HC @ 10SF)

15. USABLE SHELTER FLOOR AREA (ICC-500, 501.1.2.1,

#1.):

546 SF (50% OF 1092 SF GROSS SHELTER AREA)

RM 127/128: 438 SF - 50% = 219 SF,

RM 129/130: 654 SF - 50% = 327 SF

16. VENTING AREA: N/A (MECHANICALLY VENTILATED);

LOCATIONS: REFER TO MECHANICAL.

17. REFER GI101, AF101, AF103 FOR SIGNAGE

LOCATIONS AND REQUIREMENTS.

18. MINIMUM PLUMBING REQUIREMENTS:

RM 021B/021C: 1 TOILETS, 1 LAVATORY:

DESIGNED: 2 TOILETS, 2 LAVATORIES

RM 125B/125C: 2 TOILETS, 1 LAVATORY:

DESIGNED: 2 TOILETS, 2 LAVATORIES

19. REFER EP & EL DRAWING SERIES FOR

EMERGENCY POWER AND LIGHTING REQUIREMENTS.

20. REFER DRAWINGS & SPECIFICATIONS FOR

QUALITY ASSURANCE PLANS.

L.4

N.1

D1

A-301

2C3H5N

4A

3A

5B

'-0

/4

'-0

'-1

3/

4" 9"

1/

8"

9" 6'

-0

9' -0

6'

-3

2' -0

2'

-0

6' -7

'-2

2" 10'-3" 6" 3'-4" 1'-8" 18'-9" 9'-11" 2"

9'-5" 6'-5 1/2" 2'-3"

11D

6' -5

/4

7'

-4

1' -0

'-9

5' -2

3A 11D

4A

11D

3A

4A

11D

5B5B

5B

3A

11D

5B

5S.2

3A

3A

5B

1D

1C

1B

1A

E

E

1A

11D

CLOSET

(NDI)

021D

M

021C

W

021B

WELL

021A

BRK RM/TORNADO

SHELTER

JAN

CORRIDOR

FURNITURE, FIXTURE,

& EQUIP. RE: INT.

CASEWORK, RE:

INT. ELEVATIONS

CASEWORK, RE:

INT. ELEVATIONS

VEST.

VEST.

'-0

3J

5D

3J

FEC

2'-10"

A1

A-303

M.1

5.8

1.5

L.5

K.2

51'-4"

'-0

6'

-0

2' -8

34'-0" 6'-8" 10'-8"

5B

3G

5N

3H

2C

11D

5B

3G

5A

5B

11D

11D

5B 11D

5D

5B

11D

3A 2C

E

125A

2'-2" 12'-1 1/4" 9 1/4"11 3/4" 5'-4 3/4" 6'-8 1/2" 1'-9" 8'-7"

5B5D

5B

3J

5D

BRK RM/TORNADO

SHELTER

WELL

M

125B

W

125C

E

5A

CLOSET

125A

125B

125C

ELEC

FIRE

3A 5D

5D

5D

3A

5B

3A

11D

5B

2C

1' -2

/2

1' -2

/2

3G

5C

'-0

4'-1 1/2" 6'-10 1/2" 4'-0"2'-7"

2'-7"

FURNITURE, FIXTURE,

& EQUIP. RE: INT.

CASEWORK, RE: INT.

ELEVATIONS

5' -6

/8

6'

-2

/2

1' -5

1'

-1 1"

6' -3

/2

TOILET ACCESSORIES,

RE: INT.

FEC

3J

2.3

A-510

A4 A-510

A7

3' -2

1'-2"

A-511

A1

COMM

Inverter w/built-in panelboard for storm shelter loads on 4" concrete housekeeping pad re ve rs e o sm os is

L.3

A-401

A6

TORNADO

SHELTER

TORNADO

SHELTER

L.5

K.2

L.4

N.1

A-401

A1

2.31 2.9

R.5

M.1

5.83.9

L.3

J.9

R.9

M

N

5 7

M.4

L.5

L.4

N.1

F10

A-401

AT TORNADO SHELTER, 2-HR. RATED FURRING

ON STEEL BEAMS THAT SUPPORT CONCRETE

LID. ANY UL ASSEMBLY THAT INCLUDES FIRE

PROOFING ON DECK IS NOT PERMITTED.

A1

A-303

M.1

5.8

5/8" FIRECODE "C"

CORE GYPSUM PANEL

4" J TRACK METAL STUDS

W/ 3" UNEQUAL LEG

AER-09038 RATED STAIR SOFFIT, 1" GYPSUM LINER PANELS AND (2) LAYERS OF

5/8" FIRECODE C CORE GYPSUM PANEL ON C-H METAL STUDS 24" O.C., JOINTS

FINISHED

FIRE RESISTIVE FILL

MATERIAL

5/8" FIRECODE "C"

CORE GYPSUM PANEL

5.8

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US Army Corps of Engineers

SHEET OF

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3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

2'-0" 4'-0" 8'-0"

1/4" = 1'-0"

A-401

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40' 80'0

SCALE: 1"=40'

20'

1/4" = 1'-0"A6

SHELTER FLOOR PLAN - AREA B

1/4" = 1'-0"A1

SHELTER FLOOR PLAN - AREA A

1" = 40'-0"F1

SHELTER FLOOR PLAN - OVERALL

1/8" = 1'-0"F6

SHELTER CONCRETE LID - AREA B

0' 2' 4' 8' 16'

1/8" = 1'-0"

1 1/2" = 1'-0"F10

SHELTER CEILING DETAIL

0' 3" 6" 1'-0" 2'-0"

1 1/2" = 1'-0"

D E

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L

L.5

2.6 3

WOMENS

MENS

6'-4" 1'-1" 6'-4" 2'-8 1/2" 2'-9" 10'-4"

6'-0 1/2" 6'-11" 2'-3" 13'-7"

1/

4" 7'

-5

/4

1' -3

7'

-0

'-1

4" 8'

-9

9' -1

3/

4" 8'

-1

/4

3G

3H

3G

5N

3G

3G

3G

3G

11D

5D

5B

5C

3G5C

9"

JAN

CORRIDOR

118A

3G

5K

VEST.

1184A

2.9 3.9

L.3

1' -6

/2

3'

-1

3' -1

3'

-1

/2

3' -0

/2

3'

-7

/2

3' -7

/2

2'

-1

1/ 2"

2' -1

1/

2" 1'

-5

/2

2' -6

/2

1'

-3

2' -6

1'

-3

1' -4

2'

-6

2' -6

1'

-8

4' -1

/2

1'

-3

2' -6

2'

-6

2' -6

1'

-3

P

5 7

N.3

P.2

2'-7 1/2" 22'-0 1/2" 21'-2"

1'-11" 3'-2" 3'-8" 1'-1" 2'-8" 11'-5" 2'-3" 11'-6" 1'-11" 3'-2" 2'-0"

3' -3

3'

-2

1' -0

4'

-6

3' -4

3'

-2

1'-11" 3'-2" 3'-8" 1'-1" 2'-8" 6'-9" 11'-8" 6'-9" 2'-8" 3'-2" 1'-3"

3' -2

4'

-3

4' -6

3'

-4

3' -2

'-5

'-5

7' -5

"02

3G

3G

5N

3H

5J

3H

5J

5J

5J

3G

3H

3H

9D

MENS

WOMENS

5J 3H

3H 5J

9D

5'-10"

2' -1

1"

2' -1

1"

A1

A-303

1' -6

2'

-1 1"

2' -1

1" 3'

-8 "1'

-5

2' -8

1' -6

2'

-1 1"

2' -1

1" 3'

-8

3' -0

2'

-6

1' -4

1' -4

2'

-6

3' -0

5.8

K.2

3G

3G

MENS

WOMENS

JAN

6' -9

'-8

5' -1

1'

-3

2' -6

4 1/2" 6'-3 1/2" 8'-9" 8'-2" 2'-7 1/2"

5' -1

0" 2'

-2

'-6

3A

3G

3H

3G

5N

3G 211

4 1/2" 4'-7" 7'-1" 11'-6 1/2"

2'-4" 1'-4" 2'-6" 2'-6" 2'-6" 1'-4" 2'-5" 1'-4" 2'-6" 2'-6" 1'-4"

1'-5 3/4" 2'-10 1/2" 2'-10 1/2" 3'-0 1/4" 3'-0 1/2" 3'-7 1/2"

1'-3" 2'-6" 1'-3" 8" 1'-7" 2'-11" 2'-11" 3'-7 1/2"

5N

5M 5M

5N

2.9 3.9

L.3

L.4

W

M

5'-3" 1'-11" 2'-5" 5'-7"

3H

5N

73F

6'-11 1/2" 2 1/2" 8'-0"

1' -1

1" 3'

-2

3' -1

1"

9' -0

3G 3G

3F3F

2.3

L.3

H

G.9

G.1

WOMENS

MENS

JAN

3G

5N

3G

9D

9D

9D

5"

'-8

7' -9

4'

-9

1' -0

/8

3G

5N

011009

2'-9" 10'-1" 1'-3" 13'-0"

8' -1

0" 9'

-5

1' -2

4'

-9

1' -0

5E

3H

7'-7" 2'-1" 10'-1" 7'-4"

4' -3

/4

2'

-1 1"

3' -2

2'

-1 1"

2' -1

1" 1'

-6

/4

1' -3

2'

-6

1' -3

2'

-0

/2

1' -5

/2

2'

-1 1"

2' -1

1" 4'

-3

/4

3' -2

1'

-3

2' -6

2'

-6

2' -6

1'

-3

3' -9

/2

1'

-3

2' -6

2'

-6

1' -3

3G

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US Army Corps of Engineers

SHEET OF

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3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

2'-0" 4'-0" 8'-0"

1/4" = 1'-0"

A-402

E N

L A

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P L A

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F

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1/4" = 1'-0"C1

RESTROOMS 121 & 123 - ENLARGED PLAN

1/4" = 1'-0"G5

RESTROOMS 022 & 023 - ENLARGED PLAN

1/4" = 1'-0"C5

RESTROOMS 210/212 - ENLARGED PLAN

1/4" = 1'-0"A1

RESTROOMS 216/217 - ENLARGED PLAN

1/4" = 1'-0"G1

RESTROOMS 009 & 011 - ENLARGED PLAN

D E

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1 1 /2" 5"

1/2"

2"

SELF-ADHERING ROOF

UNDERLAYMENT

PREFINISHED METAL TRIM

125'-4"

124'-0"

20K5 STEEL JOIST

BATT INSULATION, TO

FILL GAPS AND DECK

FLUTES

STANDING SEAM METAL ROOF

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

POLYISOCYANURATE

INSULATION BOARD

INSULATED METAL WALL

PANELS

PREFINISHED METAL WALL

PANELS

STEEL DECK, RE: STRUCT.

POLYISOCYANURATE

INSULATION BOARD

PREFINISHED METAL GUTTER

PIPE BOOT, SET IN CONT'

BUTYL SEALANT

VENT PIPE

CUT PANEL TO ALLOW

FOR EXPANSION MOVEMENT

AROUND PIPE PENETRATION

TURN EDGE OF

HOLE IN PAN

TO STIFFEN

ALLOWANCES

THERMAL MOV'T

STAINLESS STEEL DRAW

BAND

STEEL DECK, RE

STRUCT.

POLYISOCYANURATE

INSULATION BOARD

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

SELF-ADHERING ROOF

UNDERLAYMENT

STANDING SEAM METAL

ROOF

8"

4" 6"

M A

X

PREFINISHED SHEET METAL

DOWNSPOUT

CONTINUOUS SEALANT

AT ALL JOINTS

ELEVATIONSECTION

TOP ELEVATION

3'-0" ABOVE FINISH

GRADE, MIN.

SIZE SHOWN TO

MATCH 4"X6"

DOWNSPOUT-REFER

TO ROOF PLAN

FOR OTHER SIZES

PAINT DOWNSPOUT

BOOT TO MATCH

PREFINISHED METAL

DOWNSPOUT

PREFINISHED STAINLESS STEEL

OR ALUMINUM DOWNSPOUT

BOOT W/CLEANOUT

FINISH GRADE OR

CONC. SIDEWALK

RE: CIVIL

STORM DRAIN PIPE

RE: CIVIL

CAST IRON HUB

PROVIDE AND INSTALL DOWNSPOUT

BOOT AT ALL DOWNSPOUT LOCATIONS

REFER ROOF PLAN FOR DOWNSPOUT

SIZE AND LOCATIONS.

PREFINISHED 24 GAUGE

GALVANIZED STEEL STRAP.

MIN. 3 PER DOWNSPOUT

SELF-ADHERING ROOF

UNDERLAYMENT

RIDGE/HIP CAP 4" END LAPS WITH

CONTINUOUS CAULK AT LAPS.

POP RIVET TO ZEE CLOSURE

CONTINUOUS BEAD OF

CAULK BETWEEN METAL

PANEL AND ZEE CLOSSURE

ZEE CLOSURE CUT TO

FIT BETWEEN SEAMS

STEEL DECK, RE: STRUCT.

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM METAL ROOF

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US Army Corps of Engineers

SHEET OF

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3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

6" 1'-0" 2'-0"

1 1/2" = 1'-0"

A-501

V E

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F

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A L L

K B

L A

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F O

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W B

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-0

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1 1/2" = 1'-0"G1

ROOF TO WALL

1 1/2" = 1'-0"D1

EAVE HANGAR

1 1/2" = 1'-0"A1

ROOF PIPE DETAIL

1 1/2" = 1'-0"A6

TYPICAL DOWNSPOUT BOOT

1 1/2" = 1'-0"D6

VERTICAL DETAIL

D E

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PREFINISHED METAL TRIM

BATT INSULATION TO FILL

GAPS AND DECK FLUTES

STEEL PURLIN, RE: STRUCT.

SELF-ADHERING ROOF

UNDERLAYMENT

HANGAR ROOF

190'-2"

STEEL JOIST, RE: STRUCT.

PREFINISHED METAL TRIM

BATT INSULATION TO FILL

GAPS AND DECK FLUTES

SELF-ADHERING ROOF

UNDERLAYMENT

123'-4"

8" X 8" X 16" CMU

2" RIGID INSULATION

3" RIGID INSULATION

SELF-ADHERING ROOF

UNDERLAYMENT

PREFINISHED METAL TRIM

DOOR, SEE SCHEDULE

WATERSTOP

VAPOR BARRIER

AGGREGATE BASE

CONSTRUCTION

FOOTING, RE: STRUCT.

COMPACTED SUBGRADE

AN

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SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

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3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

6" 1'-0" 2'-0"

1 1/2" = 1'-0"

A-502

V E

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IC

A

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A

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F

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-D

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-0

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1 1/2" = 1'-0"F8

RAKE DETAIL HANGAR

1 1/2" = 1'-0"D8

RAKE DETAIL ADMIN

1 1/2" = 1'-0"A8

ROOF TO WALL - FUEL/DEFUEL

D E

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1 1/2" = 1'-0"F10

RAISED ACCESS FLOOR TRANSITION

SECOND FLOOR

118'-1"

3-5/8" METAL STUDS

5/8" TYPE "X" GYPSUM

WALLBOARD

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

5/8" TYPE "X" GYPSUM

WALLBOARD

6" CH STUDS

1" GYPSUM SHAFT LINER

CONCRETE SLAB, RE: STRUCT.

SUSPENSION WIRE

5/8" FIRECODE "C"

CORE GYPSUM PANEL

NOTE: AER-09038 RATED CEILING, JOINTS FINISHED

4" J TRACK METAL STUDS

W/ 3" UNEQUAL LEG

1" GYPSUM SHAFT LINER

5/8" GYPSUM WALLBOARD 5/8" GYPSUM WALLBOARD

4" CH STUDS

FIRE RESISTIVE FILL

MATERIAL 9/16" WALL ANGLE

16 GA., 3 5/8" METAL STUDS

3 1/2" MINERAL WOOL BATT

INSULATION, FASTENED TO

PREVENT VOIDS

SUSPENSION WIRE

5/8" FIRECODE "C"

CORE GYPSUM PANEL

1" GYPSUM SHAFT LINER

5/8" GYPSUM WALLBOARD

6" CH STUDS

FIRE RESISTIVE FILL

MATERIAL

6" J TRACK METAL STUDS

W/ 3" UNEQUAL LEG

9/16" WALL ANGLE

15/16" TEE

SUSPENSION WIRE

SUSPENSION WIRE

ACOUSTICAL CEILING TILE

6" METAL STUDS

BOXED BEAM/HEADER

CORNER BEAD

9/16" WALL ANGLE

15/16" TEE

15/16" TEE

CORNER BEAD

6" METAL RUNNER

9/16" WALL ANGLE

2"

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

5/8" GYPSUM WALLBOARD

5/8" GYPSUM WALLBOARD

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

5/8" TYPE "X" GYPSUM

WALLBOARD

5/8" TYPE "X" GYPSUM

WALLBOARD

CORNER BEADCORNER BEAD

SUSPENSION WIRE

15/16" TEE

BOXED BEAM/HEADER

3-5/8" METAL STUDS

6" METAL STUDS

3-5/8" METAL STUDS

5/8" TYPE "X" GYPSUM

WALLBOARD

9/16" WALL ANGLE

15/16" TEE

BOXED BEAM/HEADER

9/16" WALL ANGLE

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

SUSPENSION WIRE

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

3' -0

4"

4" 1'

-6

" 6" METAL STUDS

5/8" GYPSUM WALLBOARD

BOXED BEAM/HEADER

CORNER BEAD

5/8" GYPSUM WALLBOARD

SUSPENSION WIRE

15/16" TEE

9/16" WALL ANGLE 6" METAL RUNNER

3-5/8" METAL STUDS

2' -0

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

9/16" WALL ANGLE

15/16" TEE

SUSPENSION WIRE

3-5/8" METAL STUDS

6" METAL STUDS

5/8" GYPSUM WALLBOARD

8" X 8" X 16" CMU

ACOUSTICAL CEILING TILE

8" X 8" X 16" CMU

5/8" GYPSUM WALLBOARD

2-1/2" METAL STUDS

5/8" GYPSUM WALLBOARD

6" METAL RUNNER

CORNER BEAD

6" METAL RUNNER6" METAL RUNNER6" METAL RUNNER

2-1/2" METAL STUDS

5/8" GYPSUM WALLBOARD

15/16" TEE

SUSPENSION WIRE

SUSPENSION WIRE

9/16" WALL ANGLE

15/16" TEE

9/16" WALL ANGLE

6" METAL RUNNER

6" METAL STUDS

2 1/2" METAL RUNNER

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

2"

2' -0

4"

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

15/16" TEE

SUSPENSION WIRE

8" X 8" X 16" CMU

2-1/2" METAL STUDS

5/8" GYPSUM WALLBOARD

6" METAL STUDS

5/8" GYPSUM WALLBOARD

BOXED BEAM/HEADER

CORNER BEADCORNER BEAD

5/8" GYPSUM WALLBOARD

9/16" WALL ANGLE

6" METAL RUNNER

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES1'

-6

7"

6"

6" METAL STUDS

5/8" GYPSUM WALLBOARD

BOXED BEAM/HEADER

CORNER BEADCORNER BEAD

5/8" GYPSUM WALLBOARD

6" METAL RUNNER

AN

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NOT FOR

CONSTRUCTION

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

A-503

V E

R T

IC

A

L D

E T

A

IL

S

C E

IL

IN

G

T

IN

K E

R A

IR

F

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B A

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-4

E N

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E E

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G

C O

N S

T R

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T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

D W

A R

D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

0' 3" 6" 1'-0" 2'-0"

1 1/2" = 1'-0"

1 1/2" = 1'-0"B10

CEILING DETAIL

1 1/2" = 1'-0"H1

CEILING DETAIL

1 1/2" = 1'-0"H7

CEILING DETAIL

1 1/2" = 1'-0"H10

CEILING DETAIL

1 1/2" = 1'-0"E1

CEILING DETAIL

1 1/2" = 1'-0"E4

CEILING DETAIL

1 1/2" = 1'-0"E7

CEILING DETAIL

1 1/2" = 1'-0"A1

CEILING DETAIL

1 1/2" = 1'-0"A6

CEILING DETAIL

D E

S

IG

N

/2

3' -0

4"

1' -6

4"

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

5/8" TYPE "X" GYPSUM

WALLBOARD

5/8" TYPE "X" GYPSUM

WALLBOARD

CORNER BEADCORNER BEAD

SUSPENSION WIRE

15/16" TEE

BOXED BEAM/HEADER

3-5/8" METAL STUDS

6" METAL STUDS

3-5/8" METAL STUDS

10'-6"

5/8" TYPE "X" GYPSUM

WALLBOARD

12'-0"

9/16" WALL ANGLE

15/16" TEE

BOXED BEAM/HEADER

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

SUSPENSION WIRE

SUSPENSION WIRE

5/8" GYPSUM WALLBOARD

5/8" GYPSUM WALLBOARD

ACOUSTICAL CEILING TILE

1' -6

4"

6" METAL STUDS

BOXED BEAM/HEADER

2"

CORNER BEAD

9/16" WALL ANGLE

15/16" TEE

15/16" TEE

CORNER BEAD

6" METAL RUNNER

9/16" WALL ANGLE 6" METAL STUDS

5/8" GYPSUM WALLBOARD

BOXED BEAM/HEADER

CORNER BEAD

5/8" GYPSUM WALLBOARD

ACOUSTICAL CEILING

SUSPENSION ASSEMBLIES

SUSPENSION WIRE

15/16" TEE

9/16" WALL ANGLE 6" METAL RUNNER

3-5/8" METAL STUDS

11'-0"

9'-0"

2' -0

SUSPENSION WIRE

5/8" FIRECODE "C"

CORE GYPSUM PANEL

NOTE: AER-09038 RATED CEILING, JOINTS FINISHED

4" J TRACK METAL STUDS

W/ 3" UNEQUAL LEG

1" GYPSUM SHAFT LINER

5/8" GYPSUM WALLBOARD 5/8" GYPSUM WALLBOARD

4" CH STUDS

FIRE RESISTIVE FILL

MATERIAL

9/16" WALL ANGLE

16 GA., 3 5/8" METAL STUDS

3 1/2" MINERAL WOOL BATT

INSULATION, FASTENED TO

PREVENT VOIDS

9/16" WALL ANGLE

15/16" TEE

SUSPENSION WIRE

3-5/8" METAL STUDS

6" METAL STUDS

5/8" GYPSUM WALLBOARD

8" X 8" X 16" CMU

ACOUSTICAL CEILING TILE

6" M

IN

EXTEND GYPSUM BOARD TO THE

UNDERSIDE OF ROOF AT FIRE

RATED PARTITIONS

METAL STUD WALL SEE

PLANS 5/8" GYPSUM BOARD

(TYPE X AT FIRE RATED

PARTITIONS)

SUSPENDED ACOUSTICAL

CEILING

WALL ANGLE

SUSPENDED ACOUSTICAL

CEILING

4" METAL STUDS

SUSPENDED

ACOUSTICAL CEILING

WALL ANGLE

WIRE HANGER

1 1/2" FURRING CHANNELS

@ 4'-0" O.C. MAX.

7/8" HAT CHANNELS @ 24"

O.C. MAX.

SUSPENDED 5/8" GYPSUM

BOARD CEILING

CONTROL JOINT

5/8" GYPSUM

BOARD (TYPE X AT

FIRE RATED

PARTITIONS)

DOUBLE STUDS @

PASSAGEWAYS

X'-X" A.F.F.

SEE CEILING PLAN

6" M

IN

6" M

IN

WALL ANGLE

4" METAL STUDS

SUSPENDED ACOUSTICAL

CEILING

EXTEND GYP. BD. TO

UNDERSIDE OF ROOF AT

FIRE RATED WALLS

4" METAL STUDS AT

24" O.C. MAX.

SUSPENDED ACOUSTICAL

CEILING

WALL ANGLE

5/8" GYP. BD. (TYPE X AT

FIRE RATED PARTITIONS)

METAL STUDS

PER WALL TYPES

SUSPENDED ACOUSTICAL

CEILING

WALL ANGLE

GYPSUM BOARD

(TYPE X FIRE

RATED PARTITIONS)

WIRE HANGER

1 1/2" FURRING CHANNELS

@ 4'-0" O.C. MAX.

7/8" HAT CHANNELS

@ 24" O.C. MAX.

SUSPENDED 5/8" GYPSUM

BOARD CEILING

CONTROL JOINT

X'-X" A.F.F.

SEE CEILING PLAN

BOXED BEAM/HEADER

4" METAL STUDS

5/8" GYPSUM BOARD

(TYPE X @ FIRE

RATED PARTITIONS)

WIRE HANGER

1 1/2" FURRING CHANNELS

@ 4'-0" O.C. MAX.

7/8" HAT CHANNELS

@ 24" O.C. MAX.

SUSPENDED 5/8" GYPSUM

BOARD CEILING

CONTROL JOINT

AN

R P

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CONSTRUCTION

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

A-504

V E

R T

IC

A

L D

E T

A

IL

S

C E

IL

IN

G

T

IN

K E

R A

IR

F

O R

C E

B A

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O

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T U

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A D

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E E

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G

C O

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T R

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N D

IV

IS

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E N

G

IN

E E

R

IN

G B

R A

N C

H

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IL

E

R

R U

L M

S N

A L L

K B

L A

N F

O R

D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

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A G

IL

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C O

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O N

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N G

A R

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Y K

D E

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/2

/2

1" = 1'-0"H1

CEILING DETAIL

1" = 1'-0"H3

CEILING DETAIL

1 1/2" = 1'-0"H7

CEILING DETAIL

1" = 1'-0"F3

CEILING DETAIL

1" = 1'-0"F1 Section 1

1 1/2" = 1'-0"F7

LAY-IN CEILING AT HEADER

1 1/2" = 1'-0"H10

LAY-IN / SUSP. GYP. CEILING AT WALL

1 1/2" = 1'-0"F10

LAY-IN CEILING DETAIL AT WALL

1 1/2" = 1'-0"D1

LAY-IN / SUSP. GYP. BD. CEILING

1 1/2" = 1'-0"D2

SUSPEND. GYP. BD. CEILING

POLYISOCYANURATE

INSULATION BOARD

METAL DECK OVER ROOF

STRUCTURE, RE: STRUCT.

NOTE:

REFER TO SPECIFICATION FOR

ADDITIONAL INFORMATION

1/ 2"

S C

H E

D . A

-3

6" R

E : I

N S

U

LA

T

IO

N

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

WALL PER PLAN

SINGLE PLY ROOFING SYSTEM

SINGLE PLY ROOFING SYSTEM

OVER PROTECTION BOARD OVER

RIGID INSULATION. PROVIDE AIR

BARRIER BETWEEN RIGID

INSULATION & METAL DECK

AIR BARRIER

ROOF DECKING, PER

STRUCTURAL

ROOFING FASTENER, PER

MANUFACTURES RECOMMENDATION

SPRAY FOAM AIR BARRIER

WALL PER PLAN

SINGLE PLY ROOFING SYSTEM

SINGLE PLY ROOFING SYSTEM

OVER PROTECTION BOARD OVER

RIGID INSULATION. PROVIDE AIR

BARRIER BETWEEN RIGID

INSULATION & METAL DECK

AIR/WATER BARRIER MEMBRANE

ROOF DECKING, PER STRUCTURAL

ROOFING FASTENER, PER

MANUFACTURER RECOMMENDATION

A B

O V

E T

O P

O F

R O

O F

A S

S E

M B

LY

CONT. SEALANT, PER MANUF.

RECOMMENDATION

TERMINATION BAR FASTENERS @ 8"

O.C., PER MANUF. RECOMMENDATION

MULTI-PURPOSE TAPE

TERMINATION BAR, PER

MANUFACTURE RECOMMENDATION

3"

CONT. SAWCUT, PROVIDE CONT.

SEALANT FULL LENGTH OF SAWCUT.

RECESSED METAL COUNTER

FLASHING, OVER TERMINATION BAR. 4"

MIN. OVER LAP - PREFINISHED TO

MATCH ROOF COLOR

CONT. CLEAT

PRE-CAST WALL, PER PLAN

VAPOR BARRIER MEMBRANE,

CONT. UP AND OVER NAILER

(2) #10 SMS W/ NEOPRENE

WASHERS AT 16" O.C.

PRE-FINISHED METAL COPING

SYSTEM. COLOR TO MATCH

ADJACENT FINISH

22 GA. STEEL ANCHOR CHAIR

AT 48" O.C. WITH 22 GA. SPRING

CONTINUOUS SEALANT, COLOR TO

MATCH WALL FINISH, PER

MANUFACTURER

RECOMMENDATION

PT NAILER

SINGLE-PLY ROOFING MEMBRANE.

EXTEND FULL HEIGHT OF PARAPET.

WRAP OVER THE TOP OF NAILER

VENT PIPE, PER MECHANICAL

ROOFING SYSTEM BASE

FLASHING PER SECS

STAINLESS STEEL HOSE CLAMP

CONTINUOUS SEALANT, PER

ROOF MANUFACTURER

RECOMMENDATION

METAL DECKING PER

STRUCTURAL

ROOF MEMBRANE OVER

ROTECTION BOARD,

SEALED AT EDGES, TYP.

ROOFING SYSTEM FLASHING

MEMBRANE

M

IN

CL

OPENING SUPPORT, PER

STRUCTURAL

A B

O V

E R

O O

F S

H E

A T

H

IN

G

A T

V E

N T

P

IP

E S

G R

E A

T E

R T

H A

N

8'

RIGID INSULATION, PER

TYPICAL ROOF ASSEMBLY

VENT PIPE, PER MECHANICAL

ROOFING SYSTEM MEMBRANE

CAP

ROOFING MEMBRANE OVER

PROTECTION BOARD, SEALED

AT EDGES

ROOFING SYSTEM FLASHING

MEMBRANE

ROOFING SYSTEM BASE

FLASHING PER SPECS

CL

A B

O V

E R

O O

F S

H E

A T

H

IN

G

A T

V E

N T

S P

IP

E

S

8" O

R L

E S

S

METAL DECKING PER

STRUCTURAL

OPENING SUPPORT, PER

STRUCTURAL

RIGID INSULATION, PER

STRUCTRAL

ROOFING, EXTEND UP TO

PARAPET CAP

ROOFING SYSTEM EXTEND UP

TO PARAPET CAP

1/4" SEPARATION BOARD, TYP.

TAPERED RIGID INSULATION

GALV. METAL DECK PER STR. DWG.

STL. ANGLE PER STR. DWG.

WALL - PER PLANS

(4" MIN.)

VARIES

M A X

M

IN

ROOF SYSTEM:

REFER TO ROOF

PLAN

NOTE: REFER TO

MANUFACTURER'S

DETAILS FOR SPECIFIC

REQUIREMENTS

EDPM ROOF

MEMBRANE PIPE PENETRATION

CAULK

CLAMP AND SCREW

PRE-MOLDED EDPM

PIPE BOOT

EDPM ROOF FASTENER

1 1/2" MIN. OVERLAP

(CONTINUOUS AROUND

BOOT PERIMETER)

SPRAY FOAM FILL

AROUND PIPE

CONT. PREFINISHED

METAL GUTTER

CONT.

SEALANT

GALV. GUTTER STRAP AT

10'-0" O.C.

24" LONG X 2" SPACERS (HI

TEMP. NEOPRENE) @ 5'-0"

O.C.

/2

/2

5"

16 GA. PREFINISHED SHEET METAL

FASCIA, CONT.

CONT. TRACK PER STRUCTURAL

DRAWINGS

STANDING SEAM METAL ROOF ASSEMBLY

1/2"

PREFABRICATED TRUSS, SEE

STRUCTURAL DRAWINGS

CLOSURE CLIP SET IN SEALANT

EAVE COVER FLASHING

1/2"

VENT PIPE

EPDM PIPE FLASHING

SEAL AT BASE WITH

GUNNABLE SEALANT

STANDING SEAM

ROOF SYSTEM PER

SPECS

DRAW BAND W/ SEALANT

RIDGE/HIP CAP 4" END

LAPS WITH CONTINUOUS

CAULK AT LAPS. POP

RIVET TO ZEE CLOSURE.

CONTINUOUS BEAD OF

CAULK BETWEEN METAL

PANEL AND ZEE CLOSURE

ZEE CLOSURE CUT TO

FIT BETWEEN SEAMS

6" 1/ 2"

2"

SELF-ADHERING ROOF

UNDERLAYMENT

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM

METAL ROOF

METAL DECK OVER

ROOF STRUCTURE,

RE: STRUCT.

NOTE:

COMPLETE ROOF CONSTRUCTION ASSEMBLY TO HAVE MINIMUM THERMAL VALUE OF R-38

COMPLETE ROOF COVERING ASSEMBLY TO BE FIRE-CLASSIFIED CLASS A IN ACCORDANCE WITH

ASTM E 108

HIGH TEMPERATURE SELF-ADHERING

WATERPROOFING MEMBRANE APPLIED

HORIZONTALLY W/ MIN. 3" OVERLAP

STANDING SEAM METAL ROOF ASSEMBLY

METAL ROOF DECKING OVER STEEL ROOF

FRAMING. PER STRUCTURAL DRAWINGS

RIGID INSULATION SECURED TO UNDERSIDE OF

METAL ROOF DECK WITH VAPOR BARRIER

1/2" SUBSTRATE PER SPECS OVER METAL

ROOF DECKING

STANDING SEAM METAL ROOF

ASSEMBLY

CONTINUOUS TRACK PER

STRUCTURAL DRAWINGS

WALL PER PLAN

T Y

P

JOIST PER

STRUCTURAL

DRAWINGS

FLUSH METAL PANEL

OVER GALV. MTL. STUD

FRAMING @ 24" O.C.

A-505

G8

STANDING SEAM METAL ROOF

ASSEMBLY

T Y

P

V A

R

IE

S

20 GA. 3-5/8" STEEL

STUDS AT 16" O.C.

MAX.

FLUSH METAL PANEL OVER GALV. MTL.

STUD FRAMING

TRUSS, SEE STRUCTURAL

DRAWINGS

OUTRIGGER PER

STRUCTURAL DRAWING

CONT. SEALANT AND BACKER ROD

POLYISOCYANURATE

INSULATION BOARD

STANDING SEAM METAL

ROOF

METAL DECK OVER ROOF

STRUCTURE, RE: STRUCT.

NOTE:

REFER TO SPECIFICATION FOR

ADDITIONAL INFORMATION

2"

1/ 2"

S C

H E

D . A

-3

6" R

E : I

N S

U

LA

T

IO

N

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

SELF-ADHERING SHEET

FLASHING

AN

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NOT FOR

CONSTRUCTION

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

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C O

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C O

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T

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D A

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D A

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

6" 1'-0" 2'-0"

1 1/2" = 1'-0"

A-505

V E

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IC

A

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A

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A D

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A O

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-4

E N

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E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

R D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

3" = 1'-0"A1

TYPICAL EPDM ROOF ASSEMBLY

3" = 1'-0"E1

ROOF TO WALL TRANSITION

3" = 1'-0"G1

ROOF TO WALL TRANSITION

W/TERMINATION

3" = 1'-0"C4

PARAPET AT PRE-CAST WALL

3" = 1'-0"E4

TYP PIPE PENETRATION

3" = 1'-0"G4

TYP ROOF VENT

1 1/2" = 1'-0"C6

CRICKET

1 1/2" = 1'-0"G6

EPDM BOOT DETAILS

3" = 1'-0"A8

TYPICAL ROOF GUTTER

12" = 1'-0"E6

VENT PIPE AT STANDING SEAM

1 1/2" = 1'-0"C8

METAL ROOF RIDGE

1" = 1'-0"A6

ROOF CONSTRUCTION ASSEMBLY

1" = 1'-0"E8

EAVE AT GABLE END

1" = 1'-0"G8

EAVE AT GABLE END

3" = 1'-0"A4

TYPICAL SSMR ROOF ASSEMBLY

D E

S

IG

N

/2

ALUMINUM WELDED

PREFABRICATED CURB,

SET IN CONTINUOUS

BUTYL SEALANT

INTEGRAL WELDED

CRICKET ATTACHED TO

CURB (2X ROOF SLOPE)

DOWN SLOPE FLANGE

MUST OVERLAY THE

ROOF PANELS

UPSLOPE CURB

FLANGE TO UNDERLAY

ROOF PANELS

METAL DECK OVER ROOF

STRUCTURE, RE: STRUCT.

POLYISOCYANURATE

INSULATION BOARD

FIBERGLASS MAT FACED

GYPSUM ROOF BOARD

SELF-ADHERING ROOF

UNDERLAYMENT

STANDING SEAM METAL

ROOF

1/

2" 6"

1/ 2"

2"

NOTE: SIDE CURB FLANGES SHALL EXTEND

TO THE VERTICAL SEAM ON EITHER SIDE.

6" M

IN

8" M

IN

RIGID INSULATION

WELDED CAP TO

COVER SEAMS

MEMBRANE ROOFING FLASHING

PRE-FAB MECH. CURB, SEE MECH.

RIGID INSULATION CRICKET

WHERE OCCURS

1"x F.T. WOOD NAILER

CURB FASTENING PER STR. DET.

MECH. UNIT ATTACHMENT

1/4" THK. SEPARATION BOARD

GALV. METAL DECK

ROOF STRUCT. PER

STRUCT.DETAILS

TERMINATION BAR SET IN SEALANT

W/ CONT. SEALANT AT TOP

MEMBRANE ROOFING TEST, CLEAN,

PRIME SUBSTRATE

SPECIFIED ROOFING FASTENERS

2"x WOOD NAILER

8" M

IN

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

US Army Corps of Engineers

SHEET OF

SHEET ID

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

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

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

A-506

V E

R T

IC

A

L D

E T

A

IL

S

R O

O F

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

R D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

D E

S

IG

N

/2

/2

3" = 1'-0"1

MECHANICAL CURB AT SSMR

3" = 1'-0"2

MECHANICAL CURB AT EPDM