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Text version

A-201

A-201

A-201

A-201

A-301

30"x60"x96"

HAZMAT

LOCKER (2)

(N.I.C.)

8 INCH CONCRETE

MASONRY UNIT, TYP.

3-TIER PALLET RACK

SYSTEM AT WALL - SEE

DETAIL 8/A501(NIC)

A-301

A-301

A-301

51' - 4"

D102B

D1

A

D103A

SHOP

AREA/

PARTS

CLEANING

A102

UNISEX

A103

UTILITY

VAULT

A104

12' - 0"

D1

A

9'-0" DIAMETER

FOR FORKLIFT

D

C

A-402

WAREHOUSE

A101

A-601

D102A

D105A

A

B

8'

8"

2'

0"

10" 3' - 4" 9' - 0" 3' - 4"

8" 3' - 4" 9' - 0" 3' - 4"

8" 3' - 4" 9' - 0" 3' - 4"

10"

22' - 0" R.O.

3' - 4" 26' - 0" 8"

R.O.

3' - 4" 8' - 0"

22' - 0" R.O.

3' - 4" 4' - 0"

R.O.

16' - 0" 6' - 0"

D1

C

D101B

FIRE PUMP

ROOM

A105

"4'

0"

R .O

3'

4"

1'

4"

R

.O

6'

8" 4'

8"

12"X24"X3" HIGH

CONCRETE SPLASH

BLOCK, TYP.

2' - 0"

R.O.

7' - 4"

2' - 8"

3'

4" R

.O

3'

4"

GROUND-MOUNTED

HVAC SPLIT SYSTEM

- SEE SHEET M-111

A-501

A-501

A-601

12"x24"x3" CONCRETE

SPLASH BLOCK

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

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US Army Corps of Engineers Honolulu District

A E

C O

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No. C10938

Exp. 01-31-17

O N

-S H

O R

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C H

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AM

-0

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A-111

FL

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P

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D.

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D

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TA

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LU

TZ

RL

S

0 8' 16' 24'2' 4'

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

A-111 REF: A-201 SCALE: 1/8" = 1'-0"

1 LEVEL 1 FLOOR PLAN

GENERAL SHEET NOTES

1. FOR ACCESSIBILITY RAMP INFORMATION, SEE SHEET A-101.

2. FOR ADDITIONAL BOLLARD LOCATIONS, SEE CIVIL

DRAWINGS.

N

ROOF

AREA

(SQ. FT.)

NOTES:

1. RATE OF RAINFALL IS BASED ON 60-MIN DURATION, 100-YR STORM

VERTICAL

CONDUCTORS

AND LEADERS (IN)

RECTANGULAR

RECTANGULAR

CONDUCTOR

REQUIRED

(IN)

PER 2009 IPC TABLE 1106.2

2X3

WITH A RAINFALL RATE OF 6 IN./HR

SIZE OF

ZONE

PROJECTED

ROOF AREA

(SQ. FT.)

16750

1 3/4 X 2 1/2 2X 3 2 3/4 X 4 1/4 3 X 4 3 1/2 X 4 3 1/2 X 5 3 3/4 X 4 3/4 3 3/4 X 5 1/4 3 1/2 X 6 4 X 6 5 1/2 X 5 1/2 7 1/2 X 7 1/2

2 3/4 X 4 1/4 2 3/4 X 4 1/4

2 3/4 X 4 1/4 2X3

1 3/4 X 2 1/2 1 3/4 X 2 1/2 1 3/4 X 2 1/2

1 3/4 X 2 1/2

PER ROOF PLAN

A-201

A-201

A-201

A-201

A-301

7" x 8H"

GUTTER,

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR SHEATHING

W/ SELF-ADHERING UNDERLAYMENT

OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

TRANSLUCENT

PANEL

CLERESTORY

BELOW

A-301

1 1/8" / 1'-0"

A-301

D

C

GUTTER

EXPANSION

JOINT, 4

PLACES

DOWNSPOUT,

4 LOCATIONS,

4" X 4"

A-502

GUTTER

SLOPE-

1/8" / 1'-0", TYPICAL

A

B

GUTTER - 1/8" /

1'-0", TYPICAL

GUTTER

SLOPE -

1/8" / 1'-0", TYPICAL

GUTTER

EXPANSION

JOINT, 3

LOCATIONS

51' - 4" 12' - 0"

A-502

1" / 1'-0"

DOWNSPOUT,

5 LOCATIONS,

4" X 4"

A-502

A-502

A-502

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR

SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

7" x 8H"

GUTTER,

TY

PI

C

AL

E Q

U

AL

TY

PI

C

AL

E Q

U

AL

0"

0"

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5 ZONE 9

ZONE 8

ZONE 7

ZONE 6

L I C

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T

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TA

T E

O F CA L I FORN

I A

OF

D E

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US Army Corps of Engineers Honolulu District

A E

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No. C10938

Exp. 01-31-17

O N

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O R

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D

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K W

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A-112

R O

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D

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S

A-112 REF: A-201 SCALE: 1/8" = 1'-0"

1 ROOF PLAN

0 8' 16' 24'2' 4'

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

N

A-202

A-202

A-202

A-202

B

3583 SF

WAREHOUSE

A101

100 SF

OFFICE

A102

A-401

A-302

30"x72"x96" HAZMAT

LOCKER (2) (N.I.C.)

8" CONCRETE

MASONRY UNIT, TYP.

3-TIER PALLET RACKING

SYSTEM (N.I.C.)

A-302

A-302

59 SF

UNISEX

A103

551 SF

UTILITY VAULT

A104

1D 16

132' - 8"

4'

0"

A

8'

0"

1B

103A 3'

4" 2'

0"

101C

2'

0" 3'

4"

1A

3' - 4"3' - 4"

81' - 4"

4A

2'

0"

2' - 0"

4B

A-601

2A

"9' - 0

" ø

3' - 4"

2'

8" 4'

0"

4'

0"

W W

40' - 0" 11' - 4"

6' - 8" 2' - 0"

2'

8"

3'

4"

8"8" 3'

4"

9'

0" 3'

4"

8" 3'

4"

9'

0" 3'

4"

8" 8"

STAINLESS STEEL

DOWNSPOUT

A-501

A-601

L I C

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T

S

TA

T E

O F CA L I FOR

N I A

OF

D E

SI

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US Army Corps of Engineers Honolulu District

A E

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No. C10938

Exp. 01-31-17

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D

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G

K W

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AM

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A-113

FL

O

O R

P

LA

N

D.

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D

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M

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0 8' 16' 24'2' 4'

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

A-113 REF: A-202 SCALE: 1/8" = 1'-0"

1 LEVEL 1 FLOOR PLAN

N

GENERAL SHEET NOTES

1. FOR ADDITIONAL BOLLARD LOCATIONS, SEE CIVIL

DRAWINGS.

ROOF

AREA

(SQ. FT.)

NOTES:

1. RATE OF RAINFALL IS BASED ON 60-MIN DURATION, 100-YR STORM

VERTICAL

CONDUCTORS

AND LEADERS (IN)

RECTANGULAR

RECTANGULAR

CONDUCTOR

REQUIRED

(IN)

PER 2009 IPC TABLE 1106.2

WITH A RAINFALL RATE OF 6 IN./HR

SIZE OF

ZONE

PROJECTED

ROOF AREA

(SQ. FT.)

16750

1 3/4 X 2 1/2 2X 3 2 3/4 X 4 1/4 3 X 4 3 1/2 X 4 3 1/2 X 5 3 3/4 X 4 3/4 3 3/4 X 5 1/4 3 1/2 X 6 4 X 6 5 1/2 X 5 1/2 7 1/2 X 7 1/2

2X3 2X3 2X3 2X3

1 3/4 X 2 1/2

1 3/4 X 2 1/2

PER ROOF PLAN

P :\E AFB - Tybr in\ Pro jec t Files \FY 13-F Y15 Pr oje ct F ile s\J ob 20-B AF Fall Pr ote ction Unde r T urn table\4 00 Tec hnic al\ 410 De sign an d S tudies\ 411 Ba sis of Des ign and Ca lcu lations \01 -De sign Cr ite ria

A-202

A-202

A-202

A-202

B

A-302

STAINLESS STEEL GUTTER,

7" W X 8" H

132' - 8"

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR

SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

5/

'-0

5/

'-0

A-302

A-302

A

A-502

4GUTTER SLOPE

- 1/8" / 1'-0", TYPICAL

A-502

STAINLESS STEEL DOWNSPOUT,

6 LOCATIONS,

4" W X 4" H

GUTTER EXPANSION

JOINT, 5 LOCATIONS

13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3 1/2"13' - 3 1/2"

ZONE 5 ZONE 6ZONE 4ZONE 3ZONE 2ZONE 1

L I C

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T

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O F CA L I FOR

N I A

OF

D E

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US Army Corps of Engineers Honolulu District

A E

C O

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RICHARD

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No. C10938

Exp. 01-31-17

P

IE

R B

U

IL

D

IN

G

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-E

C H

O -P

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_P B

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A

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A-114

R O

O F

P

LA

N

D.

W

IN

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D

E.

B

US

TA

M

AN

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P

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DH

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A-114 REF: A-202 SCALE: 1/8" = 1'-0"

6 ROOF PLAN - PIER BUILDING

0 8' 16' 24'2' 4'

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

N

LEVEL 1

0' - 0"

T.O. M.

12' - 8"

T.O.M.

24' - 0"

CONCRETE MASONRY

UNIT WITH

ELASTOMERIC

COATING

STANDING SEAM

ALUMINUM ROOFING

GUTTER AND

DOWNSPOUT

D C

TRANSLUCENT PANEL

CLERESTORY WINDOWS

ALUMINUM

FLASHING

LOUVER

W101 W102 W103 W104 W105 W106 W107 W108

L103 L102

MAN DOOR MAN DOOR

AB

4' - 8"

TYP

8' - 0"

TYP

4' - 0"

LOUVER

11' - 10"13' - 6"

CONTROL JOINT

CONTROL JOINT

COOLANT

LINE AT

CMU WALL

- SEE

8/A503

GROUND-MOUNTED

HVAC UNIT

LEVEL 1

0' - 0"

T.O.M.

24' - 0"

CONCRETE MASONRY

UNIT WITH

ELASTOMERIC COATING

STAINLESS

STEEL

GUTTER AND

DOWNSPOUT

EXTERIOR

MAN DOOR

PRE-FINISHED

ALUMINUM FASCIA

OVERHEAD COILING

DOOR

PRE-FINISHED

ALUMINUM

FLASHING

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

T.O.M. (WEST)

19' - 4"

1 1/8" 1'-0"

6' - 0"

21' - 4"

L101LOUVERCONTROL JOINT

LEVEL 1

0' - 0"

T.O. M.

12' - 8"

T.O.M.

24' - 0"

CONCRETE MASONRY

UNIT WITH

ELASTOMERIC

COATING

MAN DOOR

PRE-FINISHED ALUMINUM

FASCIA

MAN

DOOR

PRE-FINISHED

ALUMINUM FASCIA 2

T.O.M. (WEST)

19' - 4"

1 1/8" 1'-0"

CONTROL JOINT

LEVEL 1

0' - 0"

CONCRETE MASONRY UNIT

WITH ELASTOMERIC COATING

STANDING SEAM

ALUMINUM

ROOFINGGUTTER AND

DOWNSPOUT

DC

T.O.M. (WEST)

19' - 4"

A B

CONTROL JOINT

L I C

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T

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US Army Corps of Engineers Honolulu District

A E

C O

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H

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2 3 4 5

P

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E N

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RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

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BU

IL

D

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C H

O -P

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EN

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A-201

E

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LU

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RL

S

0 8' 16' 24'2' 4'

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

A-201 REF: A-111 SCALE: 1/8" = 1'-0"

1 NORTH ELEVATION

SCALE: 1/8" = 1'-0"A-201 REF: A-111

2 WEST ELEVATION

SCALE: 1/8" = 1'-0"A-201 REF: A-111

4 EAST ELEVATION

A-201 REF: A-111 SCALE: 1/8" = 1'-0"

3 SOUTH ELEVATION

T.O. M.

19' - 4"

CONCRETE MASONRY WALL

WITH ELASTOMERIC COATING

STANDING SEAM

ALUMINUM ROOFING

PREFINISHED

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

T.O.M.

22' - 8"

CONTROL JOINT, TYP

HVAC COOLANT LINE

PENETRATION AT WALL - SEE

DETAIL 8/A621

GROUND MOUNTED HVAC

UNIT - SEE M-112

DOORTYP

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

T.O. M.

19' - 4"

B

MAN DOOR OVERHEAD

COILING DOOR

1 5/32" 1'-0"

ALUMINUM

FLASHING

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

A

T.O.M.

22' - 8"

LOUVER

LL102

13' - 4"

CONTROL

JOINT, TYP

3'

4" 4'

0"

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

T.O. M.

19' - 4"

B

1 5/32" 1'-0"

8" CONCRETE MASONRY UNIT

WITH ELASTOMERIC COATING

MAN DOOR

LOUVER

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

OVERHEAD

COILING DOOR

A

T.O.M.

22' - 8"

4' - 0"

9'

0" 14

15' - 0"

LL101

CONTROL

JOINT, TYP

LEVEL 1

0' - 0"

1TRANSLUCENT

PANEL SYSTEM

ALUMINUM

FLASHING

CONCRETE MASONRY UNITS WITH

ELASTOMERIC COATING

MAN DOOR

3 2

T.O.M.

22' - 8"

WW101 WW102 WW103 WW104 WW105 WW105

9'

0"

CONTROL

JOINT, TYP

8' - 0" 4' - 0" 8' - 0" 4' - 0" 8' - 0" 4' - 0" 8' - 0" 4' - 0" 8' - 0" 4' - 0" 16' - 7 3/4"

L I C

ENSED A RCH I TEC

T

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O F CA L I FOR

N I A

OF

D E

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G

N E

D B

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US Army Corps of Engineers Honolulu District

A E

C O

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IS

H

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U A

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SB

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H O

P

ST

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LU

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W A

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/0

9/

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TO

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KW

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KA

A

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2 3 4 5

P

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SCHLUTZ

No. C10938

Exp. 01-31-17

P

IE

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O -P

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AN

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P

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CH

LU

TZ

0 8' 16' 24'2' 4'

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

A-202 REF: A-113 SCALE: 1/8" = 1'-0"

1 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"A-202 REF: A-113

2 EAST ELEVATION

SCALE: 1/8" = 1'-0"A-202 REF: A-113

3 WEST ELEVATION

A-202 REF: A-113 SCALE: 1/8" = 1'-0"

4 NORTH ELEVATION

T.O. M.

12' - 8"

T.O.M.

24' - 0"

GUTTER AND

DOWNSPOUT

RF-1 - ALUMINUM STANDING SEAM ROOFING OVER

EXTERIOR SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE SLAB

W/ SEALER

STRUCTURAL BEAM

2 3/4" THICK TRANSLUCENT INSULATED

FIBERGLASS SANDWICH PANEL SYSTEM

(TRANS-1)

FOUNDATION PER

STRUCTURAL

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

CONCRETE

MASONRY WALL

RF-1 - ALUMINUM STANDING SEAM ROOFING OVER

EXTERIOR SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE SLAB

W/ SEALER

T.O.M. (WEST)

19' - 4"

A-502

A-502

A-502

WAREHOUSE

A101

SHOP

AREA/

PARTS

CLEANING

A102

BACK-TO-BACK 3-TIER

PALLET RACKING

SYSTEM, SEE 6/A501 (NIC)

LIGHT FIXTURE, TYP. SEE

ELECTRICAL LIGHTING PLANS

LIGHT FIXTURE, TYP. SEE

ELECTRICAL LIGHTING PLANS

A-502

A-502

1 1/8"

1"

1'-0"

1'-0"

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

RF-1 - ALUMINUM STANDING

SEAM ROOFING OVER

EXTERIOR SHEATHING W/

SELF-ADHERING

UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING

SYSTEM)

CONCRETE

MASONRY WALL

FOUNDATION

PER

STRUCTURAL

CONCRETE

SLAB

C

A-503

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

T.O.M.

24' - 0"

ROOF FRAMING

ALUMINUM FLASHING

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR SHEATHING

W/ SELF-ADHERING UNDERLAYMENT

OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE MASONRY WALL

3-TIER PALLETE RACK (NIC)

CONCRETE SLAB

A-502

A-503

A-502

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

T.O. M.

12' - 8"

T.O.M.

24' - 0"

ALUMINUM FLASHING

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR

SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE

MASONRY WALL

FOUNDATION PER

STRUCTURAL

CONCRETE SLAB

A-502

A-502

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

EDGE

FLASHING

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR SHEATHING

W/ SELF-ADHERING UNDERLAYMENT

OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE SLAB

FINISH

GRADE

CONCRETE

MASONRY

WALL

CONCRETE SLAB

W/ SEALER

A-502

A

TOP OF RACK

10' - 0"

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

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US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

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H O

N O

LU

LU

, H A

W A

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/0

9/

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M C

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R

R

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TO

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KW

AJ

AL

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(U

SA

KA

A

B

C

D

2 3 4 5

P

LO

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C A

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S U

BM

IT

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D

B Y

D R

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S

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A

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D B

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D

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E:

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RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

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O R

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BU

IL

D

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-E

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O -P

IE

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A-301

B U

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RL

S

0 8' 16' 24'2' 4'

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

A-301 REF: A-111 SCALE: 1/4" = 1'-0"

6 BUILDING SECTION

SCALE: 1/4" = 1'-0"A-301 REF: A-115

15 WALL SECTION 2

SCALE: 1/4" = 1'-0"A-301 REF: A-111

17 WALL SECTION 3

SCALE: 1/4" = 1'-0"A-301 REF: A-111

16 WALL SECTION 4

SCALE: 1/4" = 1'-0"A-301 REF: A-111

19 WALL SECTION 1

ALUMINUM

FLASHING

RF-1 - ALUMINUM STANDING SEAM ROOFING

OVER EXTERIOR SHEATHING W/ SELF-

ADHERING UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

COILING

OVERHEAD DOOR

FOUNDATION PER

STRUCTURAL

FOUNDATION

SLOPED AT

EXTERIOR, SEE

STRUCT.

CONCRETE SLAB

T.O.M.

22' - 8"

LEVEL 1

0' - 0"

T.O. M.

19' - 4"

B

8 INCH CONCRETE

MASONRY UNIT

FOUNDATION PER

STRUCTURAL

CONCRETE SLAB

W/ SEALERFINISH GRADE

3-TIER

PALLETE

RACK (N.I.C.)

2 3/4" THICK TRANSLUCENT

INSULATED FIBERGLASS

SANDWICH PANEL SYSTEM

(TRANS-1)

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

FOUNDATION PER

STRUCTURAL

FINISH

GRADE

1 5/32" 1'-0"

RF-1 - ALUMINUM STANDING SEAM ROOFING

OVER EXTERIOR SHEATHING W/ SELF-

ADHERING UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

WAREHOUSE

A101

A

T.O.M.

22' - 8"

8"

LIGHT FIXTURE, TYP.

SEE ELECTRICAL

LIGHTING PLANS

LEVEL 1

0' - 0"

T.O. M.

19' - 4"

RF-1 - ALUMINUM STANDING SEAM ROOFING

OVER EXTERIOR SHEATHING W/ SELF-

ADHERING UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE MASONRY

UNIT (8" THICK)

FOUNDATION PER

STRUCTURAL

CONCRETE SLAB

W/ SEALER

SLOPE AT

EXTERIOR, SEE

STRUCT.

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

CONCRETE

MASONRY UNIT

FOUNDATION PER

STRUCTURAL

FINISH

GRADE

ACT CEILING

OFFICE

A102

WAREHOUSE

A101

1 5/32" 1'-0"

UNISEX

A103

L I C

ENSED A RCH I TEC

T

S

TA

T E

O F CA L I FOR

N I A

OF

D E

SI

G

N E

D B

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US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

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E T, S U

IT

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H O

N O

LU

LU

, H A

W A

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/0

9/

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TO

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KW

AJ

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(U

SA

KA

A

B

C

D

2 3 4 5

P

LO

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C A

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S U

BM

IT

TE

D

B Y

D R

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S

IZ

E:

A

N S

I D

P

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A

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C H

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D B

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D

AT

E:

D R

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BE

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LO

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A

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M E

M

A R

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C O

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O F

E N

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IN

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LU

D

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RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

P

IE

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IL

D

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C H

O -P

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A-302

B U

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IN

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TA

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AN

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1900 8' 16' 24'2' 4'

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

SCALE: 1/4" = 1'-0"A-302 REF: A-113

3 WALL SECTION

A-302 REF: A-113 SCALE: 1/4" = 1'-0"

1 BUILDING SECTION

A-302 REF: A-113 SCALE: 1/4" = 1'-0"

2 BUILDING SECTION

45°

45° 45°

45°

SPLICE

12 GA. VERTICAL HANGER WIRE AT 4'-0" X 4'-

0" O.C. WITH 3 TIGHT TURNS IN 1-1/2" BOTH

ENDS. COMPRESSION STRUT SHALL NOT

REPLACE HANGER WIRE, SEE DETAIL 4/ A501.

W/MIN. 4 TIGHT TURNS IN 1-1/2" BOTH

ENDS OF WIRE (TYP) 12 GA. 45° SPLAY

WIRE BRACING IN PLANE OF MAIN

RUNNER. ALL WIRES ATTACHED TO MAIN

RUNNER. 4 DIRECTIONS @ 96 SF. OF

CEILING WITH MAX SPACING OF 8'X12'

O.C.

MAIN RUNNER AT 4'-

0"O/C

2" (MAX) FROM

BRACING WIRES

TO

COMPRESSION

AT 2'-0"O/C

CROSS RUNNER

SUSP. ACOUSTIC PNL CLGA

T-BAR SYSTEM MAIN

RUNNERS @ 4'-0" O.C.

ACOUSTICAL

PANEL SYSTEM

WALL ANGLE CONT. POP

RIVET TO MAIN RUNNERS

FACE OF WALL

8" MAX.

9 17/ 32"

1"3/4"

1 5/8"

7/8" MIN.

WIRE HANGERS @ 4' O.C

MAX SUPPORT FROM STEEL

BEAMS OR SUPPLEMENTAL

STEEL

2-#8x1/2" SELF TAPPING SCREWS

STEEL STRAP 3" WIDE x 4" LONG x

12 GA

BRACING WIRE

MTL DECK PER

STRUCTURAL

A-501

A-5016

P

AL

LE

T

D

EP

TH

" N O

M

IN

AL

NO LOAD OVERHANG

PERMITTED IN AISLE

PALLETS

P

AL

LE

T

D

EP

TH

" N O

M

IN

AL

3" M

AX

IM

U

M O

VE

R

H

AN

G

LO

C

AT

E D

IN

F

LU

E

O N

R

AN

D O

M B

AS

IS

PALLET BEAM40" FORK

ENTRY BAR

8"

1 4

2LEVEL 1

0' - 0"

M

AX

. H E

IG

H

T

A

V G

. H E

IG

H

T

.8

48" NOMINAL 52" MAXIMUM

N O

M

IN

AL

108" LOAD BEAM

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

M

AX

. H E

IG

H

T

A

VG

. H

EI

G

H T

.8

" N

O M

IN

AL

FLUE SPACE

8"

18"

CLEAR

TOP OF LOAD

11' - 5"12' - 0"

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

M

AX

. H E

IG

H

T

A

VG

. H

EI

G

H T

.8

" N

O M

IN

AL

8" MINIMUM

STEEL BRACING

18" CLEAR

TOP OF RACK

10' - 0"

PALLET MATERIAL LEGEND

UPRIGHTS

PALLET BEAM

PALLET

FORK ENTRY BAR

CROSS BRACE

6 BACK TIE

7 WALL TIE

8 WALL

NOTE: PALLET RACK SYSTEM (NIC)

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

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N E

D B

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US Army Corps of Engineers Honolulu District

A E

C O

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IS

H

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. A R

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C O

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O F

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IN

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LU

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SHEET

IDENTIFICATION

SHEET

/0

9/

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A-

-D

-0

3-

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TA

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BM

IT

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L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

PI

ER

B U

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D

IN

G

K W

AJ

-E

C H

O -P

IE

R

_O S

_A

_C

EN

TR

A

L

As in di ca te d

AM

-0

/1 3/

A-501

P

AL

LE

T

R

AC

K

AN

D C

EI

LI

N G

D

ET

A

IL

S

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

RL

S

A-501 REF: A-402 SCALE: 1 1/2" = 1'-0"

9 TYP. SEISMIC CEILING

SCALE: 3" = 1'-0"A-501 REF: A-402

TYP. SUSPENDED

ACOUSTICAL CEILING DETAIL

SCALE: 6" = 1'-0"A-501

TYP. WIRE CONN @ STL ROOF

DECK

0 2' 4' 6'1'

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

0 1' 2'

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

SCALE: 1/2" = 1'-0"A-501 REF: A-111

18 ENLARGED PALLET PLAN

SCALE: 1/2" = 1'-0"A-501 REF: A-115

ENLARGED PALLET

ELEVATION

SCALE: 1/2" = 1'-0"A-501 REF: A-115

SIDE ELEVATION BACK TO

BACK

SCALE: 1/2" = 1'-0"A-501 REF: A-111

8 SIDE ELEVATION AT WALL

8" FULLY GROUTED

CMU WALL

DOWNSPOUT

STRAPS W/ S.S

RIVETS @ 30" O.C.

STAINLESS STEEL,

TYPE 316 GUTTER

FLASHED UNDER

STANDING SEAM

ROOF, SEE ROOF

PLAN FOR SIZING

PREFINISHED STANDING

SEAM ALUMINUM ROOF

WITH 2 INCH HIGH RIBS

UNDERLAYMENT

TAPE SEAL

STAINLESS STEEL

DOWNSPOUT

FIELD DRILL

HOLE TO ALLOW

DRAINAGE

PREFINISHED STANDING

SEAM ALUMINUM ROOF

OVER ROOFING

UNDERLAYMENT OVER

5/8" TREATED PLYWOOD

TAPE SEAL

STEEL DECK

8" FULLY

GROUTED

CMU

HIGH EAVE

ALUMINUM

TRIM

CLOSURE

SEALANT

FLEXIBLE EPDM

ROOFING -

SINGLE PIECE

PREFINISHED

STANDING SEAM

ALUMINUM ROOF

OVER ROOFING

UNDERLAYMENT

OVER 5/8" TREATED

PLYWOOD

FOR ORTHO VIEW - SEE DETAIL 7

POLYURETHANE

GASKET

8" FULLY GROUTED

CMU WALL

ALUMINUM

FLASHING BY

ROOFING

MANUFACTURER.

PREFINISHED STANDING

SEAM ALUMINUM ROOF

OVER ROOFING

UNDERLAYMENT OVER

5/8" TREATED PLYWOOD

COUNTERFLASHING

BY ROOFING

MANUFACTURER

TAPE SEAL

CAULK

8" FULLY GROUTED

CMU WALL

HIGH EAVE TRIM BY

ROOFING

MANUFACTURER

PREFINISHED STANDING

SEAM ALUMINUM ROOF

OVER ROOFING

UNDERLAYMENT OVER

5/8" TREATED PLYWOOD

COUNTERFLASHING

FLASHING BY

ROOFING

MANUFACTURER

TAPE SEAL

CLOSURE

1/

2"

TAPE SEAL

DOOR

JAMB

BEYOND

INSULATED

COILING DOOR PER

SCHEDULE

8" CMU

WALL

COILIN

G DO

OR

HEAD

GUTTER STRAPS W/ S.S.

RIVETS @ 30" O.C.

STAINLESS STEEL TYPE

316 DOWNSPOUT. SEE

ROOF PLANS FOR SIZING

FO

U

R F

EE

T

12"X24"X3" HIGH

CONCRETE SPLASH

BLOCK

STAINLESS STEEL TYPE

316 CRASH GUARD

INSTALLED AROUND

DOWNSPOUT

1/

2"

PREFINISHED STANDING SEAM

ALUMINUM ROOF OVER

ROOFING UNDERLAYMENT

OVER 5/8" TREATED PLYWOOD

FLEXIBLE EPDM ROOFING

FLASHING - SINGLE PIECE

EDGE

FLASHING

UP SLOPE

SIDE

CURB

FLASHING

EDGE

FLASHING

DOWN

SLOPE SIDE

CURB FLASH

CLOSURE

PIECE

CURB

FLASHING

DETAIL 12/A502

DETAIL

2/A502

PREFINISHED STANDING

SEAM ALUMINUM ROOF

OVER ROOFING

UNDERLAYMENT OVER

5/8" TREATED PLYWD.

OVER METAL DECK

NON-CURING BUTYL

SEALANT

NON-CURING BUTYL

SEALANT

8"

2" 1 1/2"

EDGE FLASHING

6" 6" 2"

3/

2X THERMAL MOVEMENT

2"

ROOF CURB

3/

PREFINISHED STANDING SEAM

ALUMINUM ROOF OVER ROOF

UNDERLAYMENT OVER 5/8"

TREATED PLYWOOD

METAL DECK

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

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US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

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H O

P

ST

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IT

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H O

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LU

, H A

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9/

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M C

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S

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A

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O F

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IN

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IDENTIFICATION

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RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

PI

ER

B U

IL

D

IN

G

K W

AJ

-E

C H

O -P

IE

R

_O S

_A

_C

EN

TR

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As in di ca te d

AM

-0

/1 3/

A-502

R O

O F

M

IS

C

. D

ET

AI

LS

D.

W

IN

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EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

RL

S

SCALE: 3" = 1'-0"A-502 REF: A-301

10 TYPICAL GUTTER DETAIL

SCALE: 3" = 1'-0"A-502 REF: A-301

5 TYPICAL HIGHWALL DETAIL

SCALE: 1 1/2" = 1'-0"A-502 REF: A-112

4 VENT STACK FLASHING

SCALE: 3" = 1'-0"A-502 REF: A-301

9 ROOF RAKE DETAIL

SCALE: 3" = 1'-0"A-502 REF: A-301

15 HIGH EAVE DETAIL

SCALE: 1 1/2" = 1'-0"A-502

16 COILING DOOR HEAD

SCALE: 1 1/2" = 1'-0"A-502 REF: A-301

19 SPLASH BLOCK DETAIL

SCALE: 1 1/2" = 1'-0"A-502

7 VENT FLASHING VIEW

SCALE: 1 1/2" = 1'-0"A-502 REF: A-112

6 ALUMINUM CURB FLASHING

SCALE: 3" = 1'-0"A-502

2 ALUMINUM CURB DETAIL

SCALE: 3" = 1'-0"A-502

12 ALUMINUM CURB SECTION

0 1' 2'

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

0 6" 1'-0"

SCALE: 3" = 1'-0"

8 INCH CMU

WALL

2 3/4" THICK

TRANSLUCENT

PANEL IN

PREFINISHED

ALUMINUM

FRAME

STAINLESS

STEEL FLASHING

SEALANT AND

BACKER ROD

SEALANT

8 INCH CMU

WALL

2 3/4" THICK

TRANSLUCENT

PANEL IN

PREFINISHED

ALUMINUM

FRAME

SEALANT AND

BACKER ROD

1. MAXIMUM WIDTH OF JOINT = 1".

2. T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE

WITH UL 2079

3 .FIRE RATING OF ASSEMBLY IS DEPENDENT UPON THE

PERFORMANCE OF ROOF DECK ASSEMBLY UNDER FIRE

CONDITIONS.

4. MIN. 1/8" (WET) THICKNESS

FIRESTOP JOINT SPRAY (TYPE OF

FIRESTOP SPRAY AS INDICATED IN

THE UL LISTING) TO COMPLETELY

COVER MINERAL WOOL,

OVERLAPPING MIN. 1/2" ONTO ROOF

DECK AND BLOCK WALL.

ENGINEERING JUDGEMENT 10/21/2013

THIS ENGINEERING JUDGEMENT REPRESENTS A FIRESTOP

SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED

RATINGS IF NEEDED

1"

SECTION B-B

451"

B

2. CONCRETE BLOCK

WALL (UL/cUL

CLASSIFIED) (MIN. 8 INCH

THICK) (1-HR. FIRE

RATING)

3. MINERAL WOOL (MNI. 4 PCF DENSITY)

COMPRESSED 50% AND FLUSH WITH WALL

SURFACES.

5. MIN. 1/4" STEEL PLATE WITH

WELDED ANGLES ATTACHED WITH

THE APPROPRIATE ANCHORS

(REFERENCE:UL/cUL SYSTEM NO. HW-D-1069; UL SYSTEM NO CJ-D-0004)

FRONT VIEW

1. BUILT UP ALUMINUM

ROOF DECK ASSEMBLY

(NON FIRE RATED)

B

A

A

3/ 8"

1. CONCRETE WALL ASSEMBLY (3-FR FIRE RATING)

A. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL

2. PENETRATING ITEM:

A. MAXIMUM 10" NOMINAL STEEL PIPE WITH 14" MAX. DIAMETER

OPENING.

3. MINIMUM 1" DEPTH INTUMESCENT FIRESTOP SEALANT

(BOTH SIDES) (TYPE OF SEALANT AS INDICATED IN ULSYSTEM

C-AJ-1184)

4. MINERAL WOOL BACKING

PREFINISHED STANDING

SEAM ROOF OVER ROOFING

UNDERLAYMENT OVER 1/2"

SUBSTRATE BOARD

1"

METAL DECK

8" FULLY GROUTED CMU WALL

ANGLE

STEEL PLATE

8 INCH CMU

WALL

LAMINATED

GLASS

REINFORCED

FIBERGLASS

PLASTIC FRAME

SEALANT

8 INCH CMU

WALL

LAMINATED

GLASS

REINFORCED

FIBERGLASS

PLASTIC FRAME

SEALANT

8 INCH CMU

WALL

SEALANT WITH

BACKING ROD

1. CONCRETE WALL ASSEMBLY (NON-RATED)

A. EXTERIOR CONCRETE BLOCK WALL

2. PENETRATING ITEM:

A. COOLANT LINES

3. MINIMUM 1" EXTERIOR RATED SILICON SEALANT

SEALANT (BOTH SIDES) IN 2" DIAMETER OPENING(VERIFY SIZE)

4. MINERAL WOOL BACKING 1' - 8"

3'

0" 3'

0"

6"

6" DIA STD STEEL

PIPE WITH CONC

ROUNDED OFF TOP

PAVEMENT

CONCRETE

FOUNDATION

ROUNDED

CONCRETE CAP

2" WIDE, YELLOW

REFLECTIVE TAPE

15 LB BLDG

PAPER

8" 3"

PAINT PIPE

YELLOW

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

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OF

D E

SI

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US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

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B

IS

H O

P

ST

R E

E T, S U

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LU

, H A

W A

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/0

9/

FY

M C

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M

A R

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A

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R

M A

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D E

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TI

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D A

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A

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R

U .S

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M Y

C O

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O F

E N

G

IN

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S H

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LU

D

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S

H A

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R , H

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SHEET

IDENTIFICATION

SHEET

/0

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W

A-

-D

-0

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TA

S U

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RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

PI

ER

B U

IL

D

IN

G

K W

AJ

-E

C H

O -P

IE

R

_O S

_A

_C

EN

TR

A

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As in di ca te d

AM

-0

/1 3/

A-503

E

XT

E R

IO

R

D

ET

A

IL

S

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

RL

S

SCALE: 3" = 1'-0"A-503

10 TRANSPARENT PANEL SILL

SCALE: 3" = 1'-0"A-503

TRANSPARENT PANEL

HEAD/JAMB

SCALE: 3" = 1'-0"A-503 REF: A-301

TOP OF PARTITION DETAIL -

RATED WALL

SCALE: 1 1/2" = 1'-0"A-503

6 PIPE PENETRATION ELEV

SCALE: 1 1/2" = 1'-0"A-503

7 CMU PENETRATION DETAIL

NOTES:

- MAX. DIAMETER OPENING = 14"

- ANNULAR SPACE = 0" MIN. 3 1/4" MAX.

UL/cUL SYSTEM NO. C-AJ-1184

F-RATING 3-HR MAX.

A

A

SECTION A-A

SCALE: 3" = 1'-0"A-503 REF: A-301

TOP OF PARTITION DETAIL -

NON-RATED WALL

SCALE: 3" = 1'-0"A-503

15 WINDOW SILL

SCALE: 3" = 1'-0"A-503

14 WINDOW HEAD/JAMB

SCALE: 3" = 1'-0"A-503

13 CONTROL JOINT DETAIL

SCALE: 1 1/2" = 1'-0"A-503

CMU DETAIL AT HVAC

LINE-NON-RATED

0 1' 2'

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

0 6" 1'-0"

SCALE: 3" = 1'-0"

SCALE: 1" = 1'-0"A-503

9 BOLLARD DETAIL

A B

COILING

OVERHEAD

DOOR GUIDE

AND FRAME

3/16" STAINLESS STEEL

BENT STEEL, 4" X 4" X 5'-0"

HIGH WITH SST ANCHORS

8 INCH CMU

WALL

3`-0"

ALIGN

6" DIAMETER

BOLLARD,

SEE 9/A503

2' - 0"

ALIGN

6" DIAMETER

BOLLARD, SEE

9/A503

MASONRY BEAM

LINTEL BLOCK

SEALANT

DOOR - SEE

SCHEDULE

FRP FRAME

SOLID WITH

INTEGRAL

COLOR

2" 5/

8"

SST DRIP EDGE

AT HEAD ONLY

SEALANT AND

BACKER ROD

F

SINGLE FLUSH

OR

OVERHEAD ROLL-UP

G

DOUBLE FLUSH

TRANSLUCENT

PANEL

EXTERIOR

1/ 4"

INTERIOR

M

AX

1/ 2"

1:2 MAX

EXT PAVING

PER CIVIL,

TYP

THRESHOLD

SET IN FULL

BED OF

SEALANT

CONC. FLOOR

SLAB

RECESSED

AUTOMATIC

DOOR BOTTOM

INSULATED

DOOR AND

FRAME

1/ 4"

SST SILL

STAINLESS STEEL

LOUVER

CAULK ALL SIDES

CONCRETE BLOCK

WALL

EXTERIOR

SCREEN

EXTERIORINTERIOR

EXT PAVING PER

CIVIL, TYP

CONC. FLOOR

SLAB

RUBBER

REVERSING

EDGE

INSULATED

OVERHEAD

DOOR AND

FRAME

DOWNSPOUT STRAPS

W/ S.S. RIVETS @ 30"

O.C.

PREFINISHED STAINLESS

STEEL TYPE 316

DOWNSPOUT. SEE ROOF

PLANS FOR SIZING

PVC BOOT TO

UNDERGROUND

DRAINLINE, REFER TO

CIVIL DRAWINGS FOR

CONTINUATION

FINISH FLOOR

1'

6"

6"

8"

STAINLESS STEEL TYPE

316, 16 GA CRASH

GUARD BOLTED TO CMU

PREFINISHED STAINLESS

STEEL TYPE 316

DOWNSPOUT. CONNECT

TO PVC BOOT

4` -0

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

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US Army Corps of Engineers Honolulu District

A E

C O

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IS

H

O P

S Q

U A

R E

A

SB

T

O W

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B

IS

H O

P

ST

R E

E T, S U

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H O

N O

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LU

, H A

W A

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9/

FY

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TO

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No. C10938

Exp. 01-31-17

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DOOR SCHEDULE

MARK

DOUBLE

DOOR

PANEL FRAME

HARDWARE

FIRE

RATING HEAD DETAIL JAMB DETAIL SILL DETAIL COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH 1' - 4" 5' - 4" 0' - 1 1/4"

101A No 3' - 0" 7' - 2" 0' - 2" F Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

A Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

SET 02 NR 15/A601 15/A601 5/A601

101B No 16' - 0" 14' - 0" 0' - 2" OR Aluminum PNT - Stainless Steel Stainless Steel SET 06 NR 16/A502 9/A601 4/A601 101C No 3' - 0" 7' - 2" 0' - 2" F Plastic - GFRP -

Glass Fiber Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

A Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

SET 02 NR 15/A601 15/A601 5/A601

102A No 7' - 4" 8' - 0" 0' - 2" OR Aluminum PNT - Stainless Steel Stainless Steel SET 06 NR 16/A502 9/A601 4/A601 102B No 3' - 0" 7' - 2" 0' - 2" F Plastic - GFRP -

Glass Fiber Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

A Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

SET 05 NR 15/A601 15/A601 5/A601

103A No 3' - 0" 7' - 2" 0' - 2" F Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

A Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

SET 03 NR 15/A601 15/A601 5/A601

104A No 3' - 0" 7' - 2" 0' - 2" F Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

A Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

SET 04 NR 15/A601 15/A601 5/A601

105A Yes 6' - 4" 7' - 2" 0' - 2" G Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

B Plastic - GFRP - Glass Fiber

Reinforced Plastic

PLASTIC -

INTEGRAL

COLOR

SET 01 NR 15/A601 15/A601 5/A601

A-601 REF: A-111 SCALE: 1 1/2" = 1'-0"

9 COILING DOOR JAMB

SCALE: 3" = 1'-0"A-601

DOOR HEAD/JAMB @ CMU

WALL

WINDOW SCHEDULE

Mark

R.O. R.O.

HEAD

HEIGHT MATERIAL FINISH

Glazing Glazing Head Detail

Number

Jamb Detail

Number

Sill Detail

Number COMMENTSWIDTH HEIGHT THICKNESS TYPE 101 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 102 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 103 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 104 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 105 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 106 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 107 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45 108 8' - 0" 2' - 8" 6' - 8" ALUM PT-2 2 1/4" TRANSLUCENT PANEL 5/A503 5/A503 10/A503 SPEC 08 60 45

LOUVER SCHEDULE

Mark R.O. R.O.

MATERIAL FINISH

HEAD

DETAIL

JAMB

DETAIL

SILL

DETAIL COMMENTSWIDTH HEIGHT

101 4' - 0" 2' - 0" STAINLESS STEEL 316 19/A601 19/A601 19/A601 WINDOW TYPE 1

102 3' - 4" 2' - 0" STAINLESS STEEL 316 19/A601 19/A601 19/A601 WINDOW TYPE 1

103 3' - 4" 2' - 0" STAINLESS STEEL 316 19/A601 19/A601 19/A601 WINDOW TYPE 1

SCALE: 3" = 1'-0"A-601

5 EXT. THRESHOLD

SCALE: 3" = 1'-0"A-601

LOUVER - HEAD/SILL/JAMB

DETAIL @ CMU

WINDOW TYPES LEGEND

DOOR TYPES LEGENDFRAMES TYPES LEGEND

SCALE: 3" = 1'-0"A-601

4 OH DOOR THRESHOLD

SCALE: 1 1/2" = 1'-0"A-601 REF: A-111

18 DOWNSPOUT TO BOOT CONN

0 1' 2'

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

0 6" 1'-0"

SCALE: 3" = 1'-0"

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RICHARD

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SCHLUTZ

No. C10938

Exp. 01-31-17

O N

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ROOM TYPE FINISH SCHEDULE

Number Room Name Floor Mat Floor Finish Base

Material Wall Mat Wall Finish Ceiling Mat Ceiling Finish Ceiling Ht Comments

A101 WAREHOUSE CONCRETE CONC-1 CONCRETE BLOCK PT-2 EXPOSED PT-2

A102 SHOP AREA/

PARTS CLEANING

CONCRETE CONC-1 CONCRETE BLOCK PT-2 EXPOSED PT-2

A103 UNISEX CONCRETE CONC-1 CONCRETE BLOCK PT-2 ACT ACT 8'-0"

A104 UTILITY VAULT CONCRETE CONC-1 CONCRETE BLOCK PT-2 EXPOSED PT-2

A105 FIRE PUMP

ROOM

CONCRETE CONC-1 CONCRETE BLOCK PT-2 EXPOSED PT-2

INTERIOR MATERIAL SCHEDULE

ITEM NO. MATERIAL DESCRIPTION MANUFACTURER PRODUCT NAME/NO. COLOR FINISH REMARKS

CEILING

ACT-1 MINERAL FIBER ACOUSTICAL TILE WITH CERAMIC

FINISH

CERAMAGUARD *WHITE BY ARMSTRONG SMOOTH SPEC 09 51 00

CONCRETE MASONRY UNIT

CMU-2 PRECISION BLOCK CONRETE MASONRY UNIT PEARL IVORY (PANTONE 11 0907 TPX) PT-2 SPEC 04 20 00

EXPOSED FERROUS STEEL INSIDE BUILDING

FE-1 STRUCTURAL FRAMING FOR ROOF - FERROUS

METAL

STRUCTURAL FRAMING FOR ROOF PEARL IVORY (PANTONE 11-0907 TPX) PT-3 SPEC 05 12 00

EXPOSED GALVANIZED STEEL

GE-1 UNDERSIDE OF ROOF DECK - GALVANIZED DECK PEARL IVORY (PANTONE 11-0907 TPX) PT-3 SPEC 05 30 00

FLOOR

CONC-1 CONCRETE FLOOR SEALER - - CLEAR SPEC 09 90 00

MAN-DOOR AND FRAME

DR-1 FRP DOOR AND FRAME - FRP PEARL IVORY (PANTONE 11-0907 TPX) (INTEGRAL

COLOR)

SPEC 08 60 45

PAINT

PT-2 EPOXY PAINT - MPI #98 PEARL IVORY (PANTONE 11 0907 TPX) SPEC 09 96 00

PT-3 PAINT FOR FERROUS AND GALVANIZED METAL

(UNDERSIDE OF ROOF DECK)

PEARL IVORY (PANTONE 11 0907 TPX) SPEC 09 97 13.27

EXTERIOR MATERIAL SCHEDULE

ITEM NO. MATERIAL DESCRIPTION MANUFACTURER PRODUCT NAME/NO. COLOR FINISH REMARKS

CONCRETE MASONRY

CMU-1 PRECISION BLOCK CONCRETE

MASONRY UNIT

PT-1 SPEC 04 20 00

GUTTER & DOWNSPOUT

GT-1 PREFINISHED ALUMINUM **SAND BIEGE BY JORGENSEN STEEL SATIN SPEC 07 61 14.00.20

LOUVER

LV-1 FIXED LOUVER 316 STAINLESS STEEL PEARL IVORY (PANTONE 11-0907 TPX) 316 SPEC 08 91 00

MAN-DOOR AND FRAME

DR-1 FRP DOOR AND FRAME FRP PEARL IVORY (PANTONE 11-0907 TPX) (INTEGRAL

COLOR)

SPEC 08 22 20

OVERHEAD DOOR AND FRAME

OH-1 PRE-FINISHED ALUMINUM

SLATS-STAINLESS STEEL FRAME

- - PEARL IVORY (PANTONE 11-0907 TPX) ACRYLIC

POLYURETHANE

SPEC 08 33 23

PAINT

PT-1 ELASTOMERIC PAINT WITH BLOCK

FILLER

- MPI #113 PEARL IVORY (PANTONE 11-0907 TPX) SPEC 09 90 00

ROOF

RF-1 PREFINISHED ALUMINUM STANDING

SEAM

- STANDING SEAM METAL ROOF **SAND BIEGE BY JORGENSEN STEEL KYNAR 500 SPEC 07 61 14.00.20

TRANSLUCENT INSULATED FIBERGLASS PANELS

** TRANSLUCENT INSULATED FIBERGLASS

PANELS WITH PREFINISHED ALUMINUM

FRAMES

- TRANSLUCENT INSULATED

FIBERGLASS PANELS WITH

PREFINISHED ALUMINUM FRAMES

**ICE BLUE BY KALWALL GLOSS SPEC 08 60 45

*MANUFACTURER'S NAME IS SHOWN TO CLARIFY APPEARANCE OFTHE MANUFACTURED PRODUCT

**MANUFACTURER'S NAME IS SHOWN TO CLARIFY APPEARANCE OFTHE MANUFACTURED PRODUCT

L I C

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No. C10938

Exp. 01-31-17

P

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Number Name Floor Mat Floor Fin Wall Mat Wall Fin Ceiling Mat Ceiling Fin Ceiling Ht Notes

A102 OFFICE CONCRETE CONC-1 CONCRETE

BLOCK

PT-2 ACT-1 - 8'-0"

A103 UNISEX CONCRETE CONC-1 CONCRETE

BLOCK

PT-2 ACT-1 - 8'-0"

A104 UTILITY

VAULT

CONCRETE CONC-1 CONCRETE

BLOCK

PT-2 EXPOSED PT-2

A101 WAREHOUSE CONCRETE CONC-1 CONCRETE

BLOCK

PT-2 EXPOSED PT-2

INTERIOR MATERIAL SCHEDULE

ITEM NO. MATERIAL DESCRIPTION MANUFACTURER PRODUCT NAME/NO. COLOR FINISH REMARKS

CEILING

ACT-1 MINERAL FIBER ACOUSTICAL TILE WITH CERAMIC FINISH CERAMAGUARD *WHITE BY ARMSTRONG SMOOTH SPEC 09 51 00

CONCRETE MASONRY UNIT

CMU-2 PRECISION BLOCK CONRETE MASONRY UNIT PEARL IVORY (PANTONE 11

0907 TPX)

PT-2 SPEC 04 20 00

EXPOSED FERROUS STEEL INSIDE BUILDING

FE-1 STRUCTURAL FRAMING FOR ROOF - FERROUS METAL STRUCTURAL FRAMING FOR

ROOF

PEARL IVORY (PANTONE

11-0907 TPX)

PT-3 SPEC 05 12 00

EXPOSED GALVANIZED STEEL

GE-1 UNDERSIDE OF ROOF DECK GALVANIZED DECK PEARL IVORY (PANTONE 11

0907 TPX)

PT-3 SPEC 05 30 00

FLOOR

CONC-1 CONCRETE FLOOR SEALER - CLEAR SPEC 09 90 00

MAN-DOOR AND FRAME

DR-1 FRP DOOR AND FRAME - FRP PEARL IVORY (PANTONE

11-0907 TPX)

(INTEGRAL

COLOR)

SPEC 08 60 45

PAINT

PT-2 EPOXY PAINT - MPI #98 PEARL IVORY (PANTONE 11

0907 TPX)

SPEC 09 96 00

PT-3 PAINT FOR FERROUS AND GALVANIZED METAL

(UNDERSIDE OF ROOF DECK)

- - PEARL IVORY (PANTONE 11

0907 TPX)

SPEC 09 97 13.27

EXTERIOR MATERIAL SCHEDULE

ITEM NO. MATERIAL DESCRIPTION MANUFACTURER PRODUCT NAME/NO. COLOR FINISH REMARKS

CONCRETE MASONRY

CMU-1 PRECISION BLOCK CONCRETE MASONRY UNIT PT-1 SPEC 04 20 00

GUTTER & DOWNSPOUT

GT-1 PREFINISHED ALUMINUM **SAND BEIGE BY

JORGENSEN STEEL

PT-1 SPEC 07 61 14.00.20

LOUVER

LV-1 FIXED LOUVER - 316 STAINLESS STEEL 316 SPEC 08 91 00

MAN-DOOR AND FRAME

DR-1 FRP DOOR AND FRAME - FRP PEARL IVORY (PANTONE

11-0907 TPX)

(INTEGRAL

COLOR)

SPEC 08 22 20

OVERHEAD DOOR AND FRAME

OH-1 PREFINISHED ALUMINUM SLATS-STAINLESS STEEL

FRAME

- - PEARL IVORY (PANTONE

11-0907 TPX)

(INTEGRAL

COLOR)

SPEC 08 33 23

PAINT

PT-1 ELASTOMERIC PAINT WITH BLOCK FILLER - MPI 113 PEARL IVORY (PANTONE

11-0907 TPX)

SPEC 09 90 00

ROOF

RF-1 PRE-FINISHED ALUMINUM STANDING SEAM - - **SAND BEIGE BY

JORGENSEN STEEL

SPEC 07 61 14.00.20

TRANSLUCENT INSULATED FIBERGLASS PANELS

TP-1 TRANSLUCENT INSULATED FIBERGLASS PANELS WITH

PREFINISHED ALUMINUM FRAMES

- TRANSLUCENT INSULATED

FIBERGLASS PANELS WITH

PREFINISHED ALUMINUM

FRAMES

**ICE BLUE BY KALWALL GLOSS SPEC 08 60 45

*MANUFACTURER'S NAME IS SHOWN TO CLARIFY THE APPEARANCE OF THE

MANUFACTURED PRODUCT

**MANUFACTURER'S NAME IS SHOWN TO CLARIFY THE APPEARANCE OF THE

MANUFACTURED PRODUCT

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers Honolulu District

A S

SH

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W N

1-

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A N

S I D

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R E

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers Honolulu District

A S

SH

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1-

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A N

S I D

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PL

AN

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G H

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ES125

P . T

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O N

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AR

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C . B

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5X

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/0

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A

M -0

A-111
A-112
A-113
A-114
A-201
A-202
A-301
A-302
A-501
A-502
A-503
A-601
A-603
A-604
P112
E-204
E-205
ED108
electrical delta 1 and AM-0003
ES110
electrical delta 1 and AM-0003
ES118
electrical delta 1 and AM-0003
ES119
electrical delta 1 and AM-0003
ES120
electrical delta 1 and AM-0003
ES121
electrical delta 1 and AM-0003
ES122
electrical delta 1 and AM-0003
ES123
electrical delta 1 and AM-0003
ES124
electrical delta 1 and AM-0003
ES125
electrical delta 1 and AM-0003

File details come from the government source that posted it. Updated .