Vol 2. DLA DESC21E1 Compound_Drawings_Final Backcheck Design.pdf

PDF 32 MB Posted Feb 17, 2022

Attached to: FY22 Replace Administrative Facilities, Chibana Compound, Okinawa, Japan
Solicitation number: W912HC-22-Z-0010
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This sources sought notice provides information for a design-bid-build construction project to replace administrative facilities at the Chibana Compound in Okinawa, Japan. The U.S. Army Corps of Engineers, Japan District is seeking responses from capable local sources for the construction of a new administrative building and associated demolition work. The project scope includes construction of a modern facility to house the Defense Logistics Agency with spaces for automated fuel handling equipment control, secure internet protocol routing, and training. Interested firms must submit responses by March 18, 2022 including their construction experience, bonding levels, and availability for the anticipated 28-month period of performance. Responses should also address any long lead equipment, specialty subcontractor or construction risks, and feasibility of the performance period. The government intends to issue an invitation for bids in April 2022 for this project valued between $10-25 million.

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Other files

File	Type	Posted
W912HV-22-Z-0010 Sources Sought_Questionnaire.docx	DOCX document	Feb 17, 2022
DLA DESC21E1 Compound_Specifications_Final Backcheck Design.pdf	PDF	Feb 17, 2022
Vol 1. DLA DESC21E1 Compound_Drawings_Final Backcheck Design.pdf	PDF	Feb 17, 2022

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DRAFT

FIRST FLOOR

WINDOW FRAME

AS SCHED

INSULATED

GLAZING AS

SCHED

ALUMINUM

SLOPED SILL BY

MANUF

TRAFFIC COATING,

MORTAR

ALUM STOOL BY

WINDOW MANUF

WOOD

BLOCKING

BATT

INSULATION

ENTRANCE

FLOOR MAT

CONTROL JOINT W/ BACKER

ROD AND SEALANT

HARDSCAPE, SEE

CIVIL

SEALANT

W D

W S

80°

CONCRETE ANCHOR

SPRAY TILE FINISH

W D

W S

MORTAR

SEALANT W/

BACKER ROD

BOTH SIDES

CONT SEALANT

WINDOW

FRAME AS

SCHED

INSULATED

GLAZING AS

SCHED

ALUM STOOL BY

WINDOW MANUF

WOOD

BLOCKING

BATT

INSULATION

A L

SOFFIT SUPPORT BEAM,

SEE A1/A-511

HOT DIPPED GALV,

STEEL EMBED

ALUM PLANK

SOFFIT

ALUM PLANK

CEILING

CONCRETE ANCHOR

D O

W S

ALUM STOOL BY

WINDOW MANUF

WOOD

BLOCKING

FURRED WALL AS

SCHED SPRAY TILE FINISH

OVER CONC

INSULATED

GLAZING AS

SCHED

ALUMINUM

SLOPED SILL

BY MANUF

BATT

INSULATION

SEALANT

CONCRETE ANCHOR

MORTAR

80°

SEALANT

WINDOW FRAME

AS SCHED

INSULATED

GLAZING AS SCHED

WINDOW ROLLER

SHADE, WO

WOOD BLOCKING

MORTAR

D O

W S

BATT

INSULATION

CONT. ALUMINUM TRIM,

BY WINDOW MANUF.

CAST DRIP EDGE

SPRAY TILE FINISH

OVER CONC.CEILING AS

SCHED

ALIGN

CONCRETE

ANCHOR

SEALANT

WINDOW FRAME AS

SCHED

INSULATED GLAZING AS

SCHED

FURRING AS SCHED

WOOD BLOCKING

MORTAR

WINDOW SIZE

BATT INSULATION

CONT. ALUM. TRIM,

BY WINDOW MANUF.

SPRAY TILE FIN.

OVER CONC.

SLOPED ALUM SILL, BELOWCONCRETE

ANCHOR

GLAZING AS SCHED

MULLION AS SCHED

WINDOW SILL

BELOW

ALUM EXTRUSION, BY

MANUFACTURER

FOAM GASKET, BY

MANUFACTURER

SOUND DEADENING

COMPOSITE, BY MANUF

INTUMESCENT LAYER, BY

MANUFACTURER

WALL AS

SCHED.

PT-1

CLEAR, ANODIZED

ALUM COLUMN

WRAP

WINDOW FRAME

AS SCHED

INSULATED

GLAZING AS

SCHEDULED

SLOPED SILL

BELOW, EXTEND

TO CORNER

600 X 600 CONC COL.,

SEE STRUCTURAL

EDGE OF WALL BEYOND

SILL BELOW

A-504

SLOPED SILL

BELOW, EXTEND

TO CORNER

CLEAR, ANODIZED

ALUM COLUMN

WRAP, ALIGN TO

FACE OF ADJACENT

MULLION

WINDOW FRAME AS

SCHED

INSULATED GLAZING

AS SCHED

MORTAR AS

REQ'D

SHIM PER MANUF

RECOMMENDATIONS

SEALANT WITH

BACKER ROD

SEALANT WITH

BACKER ROD

METAL FASTENER

CONC COLUMN

MORTAR

WINDOW FRAME

HEAD WITH 25MM

DEFLECTION TRACK

INSULATED

GLAZING AS SCHED

WINDOW ROLLER

SHADE, WO

WOOD BLOCKING

CONCRETE

ANCHOR

D O

W S

BATT

INSULATION

CONT. ALUMINUM TRIM,

BY WINDOW MANUF.

CAST DRIP EDGE

SPRAY TILE FINISH

OVER CONC.CEILING AS

SCHED

ALIGN 2

SEALANT

SHEET ID

D E

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FINAL BACKCHECK DESIGN

D O

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1 : 5A4

DETAIL - WINDOW WALL -

SILL AT ENTRANCE

1 : 5C4

DETAIL - WINDOW WALL -

HEAD AT ENTRANCE

1 : 5A7

DETAIL - WINDOW WALL -

SILL, TYP

1 : 5C7

DETAIL - WINDOW WALL -

HEAD, TYP

1 : 5E7

DETAIL - WINDOW WALL - JAMB, TYP

1 : 5A1

DETAIL - WINDOW WALL -

MULLION AT WALL

1 : 10C1

DETAIL - WINDOW WALL JAMB

AT COLUMN

GRAPHIC SCALE

SCALE: 1 : 5

100 200

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 10

200 400

1 : 2E1

DETAIL - JAMB AT ALUM

COLUMN WRAP

1 : 5E4

DETAIL - WINDOW WALL - HEAD W/

DEFLECTION RECEPTOR

.N .O

800150

DRIP

REMOVABLE SST BIRD

AND INSECT SCREEN

(25 X 25 GRID)

LOUVER WITH

INSECT SCREEN

AS SCHEDULED

L H

H T

SPRAY TILE

FINISH

SYSTEM ON

CONC, TYP

AIR BARRIER,

TYP

L O

U V

E R

L O

U V

E R

SHIM AS REQUIRED

INSECT SCREEN

BACKER ROD &

SEALANT BOTH SIDES

ANGLE CLIPSPREFINISHED

MET FLASHING

TO MATCH

LOUVER

5 20

DRAINABLE

STORMPROOF

METAL

LOUVERS

AIR BARRIER

SPRAY TILE

SYSTEM OVER

CONCRETE

HOOD

PROVIDE ANCHOR BOLTS

TO WITHSTAND PROJECT

WIND PRESSURE PER

SPECIFICATION

DUCTWORK IS SUPPORTED

BY HANGERS AND EACH

HANGER IS 305 MM IN

LENGTH OR LESS FROM

THE DUCT SUPPORT POINT

TO THE STRUCTURE.

WHERE ROD HANGERS

ARE USED, THEY MUST BE

EQUIPPED WITH SWIVELS

TO PREVENT INELASTIC

BENDING OF THE ROD.

SHIM AS REQUIRED

INSECT SCREEN

ANGLE CLIPS

DRAINABLE

STORMPROOF

METAL

LOUVERS

AIR BARRIER

SPRAY TILE

SYSTEM OVER

CONCRETE

BACKER ROD &

SEALANT BOTH SIDES

LOUVER SIZE

PROVIDE ANCHOR

BOLTS TO WITHSTAND

PROJECT WIND

PRESSURE PER

SPECIFICATION

SHIM AS REQUIRED

INSECT SCREEN

ANGLE CLIPS

PREFINISHED

MET FLASHING

TO MATCH

LOUVER

DRAINABLE

STORMPROOF

METAL

LOUVERS

CONT SEALANT

AIR BARRIER

SPRAY TILE

SYSTEM OVER

CONCRETE

REMOVABLE SST

BIRD AND

INSECT SCREEN

(25 X 25 GRID)

L H

H T

L O

U V

E R

BACKER ROD

& SEALANT

BOTH SIDES

PROVIDE ANCHOR

BOLTS TO

WITHSTAND PROJECT

WIND PRESSURE PER

SPECIFICATION

DUCTWORK IS SUPPORTED

BY HANGERS AND EACH

HANGER IS 305 MM IN

LENGTH OR LESS FROM

THE DUCT SUPPORT POINT

TO THE STRUCTURE.

WHERE ROD HANGERS

ARE USED, THEY MUST BE

EQUIPPED WITH SWIVELS

TO PREVENT INELASTIC

BENDING OF THE ROD.

9 DIAMETER SST

EXP BOLTS

AIR BARRIER

SPRAY TILE

SYSTEM OVER

CONCRETE

SST BIRD/INSECT

SCREEN (25 X 25 GRID)

SST ANGLE FRAME

(50 X 50 X 6) ALL

AROUND

SST

9 DIAMETER SST

MACHINE BOLTS

REMOVABLE SST ANGLE

(50 X 50 X 6 BIRD AND

INSECT SCREEN FRAME)

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

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A-505

FINAL BACKCHECK DESIGN

L O

U V

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D E

T A

K A

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N A

B A

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A W

J A

P A

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P E

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C O

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D I

J H

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M A

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K E

L L

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1 : 20C4

DETAIL - LOUVER - CONC HOOD

1 : 5C1

DETAIL - LOUVER (CONC HOOD) - HEAD

1 : 5A4

DETAIL - LOUVER (CONC HOOD) - JAMB

1 : 5A1

DETAIL - LOUVER - SILL

1 : 5C7

DETAIL - LOUVER - BIRD AND INSECT

SCREEN

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 20

400 800

GRAPHIC SCALE

SCALE: 1 : 5

100 200

U .N

SPRAY TILE FINISH

SYSTEM ON CONC

WALL

WINDOW WALL

AS SCHED

900 MM DEEP ALUM

SUNSHADE, REFER TO

MANUF FOR INSTALLATION

INSTRUCTIONS

STEEL 'T' WALL

MOUNT BRACKET

D O

W S

CAST DRIP EDGE

CEILING AS

SCHED, WO

WINDOW ROLLER

SHADE, WO

WD. BLOCKING

BATT

INSULATION

CONT. ALUMINUM

TRIM, BY WINDOW

MANUF.

WD. BLOCKING

ALIGN

15 MM THK

GWB

SEALANT

WINDOW FRAME

AS SCHED

INSULATED

GLAZING AS SCHED

CEILING AS

SCHED

WINDOW ROLLER

SHADE, WO

WOOD BLOCKING

D O

W S

BATT

INSULATION

CONT. ALUMINUM

TRIM, BY WINDOW

MANUF.

WD. BLOCKING

ALIGN

TERMINATE FLUID

APPLIED ROOFING

SYSTEM AT DRIP

EXTEND FLASHING MEMBRANE 100

MIN HORIZONTALLY ONTO

PREPARED & PRIMED SUBSTRATE

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT, PAINT TO

MATCH SPRAY TILE FINISH A

FULLY REINFORCED FLASHING

MEMBRANE, RUN 200 VERTICALLY

UP WALL

LAP SPRAY TILE FINISH OVER

FLASHING MEMBRANE

15 MM THK

GWB

U .N

12.5

SPRAY TILE FINISH

SYSTEM ON CONC

WALL

10 MM WIDE

SILICONE SEALANT

SECOND FLOOR

1735 600

OUTLINE OF ALUM

PANEL, SEE A1/IG115

50 MM DIA, ALUMINIZED

STEEL EMBED

ALUMINUM PLANK SOFFIT

C150X65X20X2.3MM

LIGHT GUAGE CHANNEL

D13MM HEADED

BOLT, SPACED AT

300MM O.C.

2 PIECE ALUMINUM END

ASSEMBLY PER MANU

CONCRETE WALL,

SEE STRUCTURAL

C150X75X3.2MM

LIGHT GUAGE CHANNEL

6MM THK LIGHT GUAGE

ANGLE PLATE 2/ 2-D8MM BOLTS

SHEET ID

D E

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D B

1 2 3 4 5 6 7 8 9 10

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A-511

FINAL BACKCHECK DESIGN

E X

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K A

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1 : 1C1

DETAIL - REVEAL IN CONC WALL

(50MM)

1 : 5F6

DETAIL - ALUM SUNSHADE AT WINDOW

WALL

1 : 5F1

DETAIL - WINDOW - HEAD_CONC

OVERHANG

SCALE: 1 : 5

100 200

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 20

400 800

GRAPHIC SCALE

SCALE: 1 : 1

20 40

1 : 1C4

DETAIL - REVEAL IN CONC WALL

(25MM)

1 : 20B6

DETAIL - DLA EMBLEM DETAIL - EMBED

LAYOUT

SCALE: 1 : 10

200 400

1 : 5A1

DETAIL - EXTERIOR ALUM SOFFIT

FIRST FLOOR

FLOOR FINISH

AS SCHED

WALL BASE AS

SCHED

STOP GYPBD 13 MM

ABOVE FINISH FLOOR

VAPOR BARRIER

GAS PERMEABLE

LAYER 2%

EXT FIN AS SCHEDULED,

LAP OVER WATERPROOF

MEMBRANE

CONTROL JOINT W/ BACKER

ROD AND SEALANT

WATERPROOF MEMBRANE,

LAP OVER VAPOR BARRIER

CONC MAINT STRIP

VAPOR BARRIER

CONC FOOTING,

SEE STRUCTURAL

TERMITE BARRIER

FIRST FLOOR

SUMP PUMP SEE

PLUMBING

VAPOR BARRIER, LAP

OVER WATERPROOFING

MEMBRANE

WATERPROOFING

MEMBRANE

CONC FOOTING,

SEE STRUCTURAL

REMOVABLE STEEL

GRATE

ELASTOMERIC SHEET

WATERPROOFING MEMBRANE,

TERMINATE AT FIRST FLOOR

76 X 76 X 8 THK

STEEL ANGLE WITH

12.5 EXPANSION

SHIELD AND BOLT

WATER STOP

GAS PERMEABLE

LAYER

EXTERIOR FINISH, LAP OVER

WATERPROOFING MEMBRANE

100 MM

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

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FINAL BACKCHECK DESIGN

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1 : 10B6

DETAIL - FOUNDATION - TYPICAL FOOTING

1 : 10A1

DETAIL - FOUNDATION - ELEVATOR SUMP

PUMP

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 10

200 400

DRAFTROOF

PVC DOWNSPOUT

DRIP

SPRAY TILE FINISH OVER

CONC (PROVIDE FLEXIBLE AIR

SEALS AT ALL JOINTS,

PENETRATIONS, ETC)

WING WALL

BEYOND

FULLY REINFORCED FLUID

APPLIED ROOFING

SYSTEM OVER FLASHING

AND PRIMER COAT

25 THK MIN CEMENTITOUS

MORTAR BED LINING

GUTTER BOTTOM, SLOPE

TO ROOF DRAIN

CONC BEAM,

SEE STRUCTURAL

200450

OVERFLOW DRAIN

BEYOND, 50 MM ABOVE

LOW POINT

25 MM THK FLEXIBLE JOINT

SEALANT, EVERY 3000 MM,

SEE STRUCTURAL ROOF

PLAN

CAST IN PLACE

SST DOWEL, SEE

STRUCTURAL

CONC MAINT.

STRIP

UNDERGROUND

DRAINAGE, SEE CIVIL

DOWNSPOUT

CLEANOUT SEE

CIVIL

25 X 5 STRAP,

SPACED 3000

OC MAX, TYP

150 PVC

DOWNSPOUT UP

TO ROOF DRAIN

EXTERIOR WALL

LINE

175 TO 150 PVC

REDUCER

ROOF DRAIN

S L

450200

PARAPET

WALL

OVERFLOW DRAIN

ROOF

150 DIA PVC PIPE

DOWNSPOUT (PAINT

TO MATCH ADJACENT

SURFACE) 6 DIA AB W/

NEOPRENE

WASHERS &

EXPANSION SHIELD

(TYP OF 4 PER

STRAP)

25 X 5 ALUM

DOWNSPOUT STRAP,

PAINT TO MATCH

ADJACENT WALL

EXT WALL LINE

EDGE OF 200 MM THK

WING WALL

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT, RUN UP

ANCHOR 100MM, MIN

FULLY REINFORCED LIQUID

MEMBRANE (FLASHING GRADE),

LAP OVER ROOFING MEMBRANE

HIGH STRENGTH GALVANIZED

STEEL BASE PLATE, PER MANUF

RECOMMENDATION

(4) 16 MM SST THREADED

RODS, PER MANUF

RECOMMENDATION

SST FALL ARREST ANCHOR

100 MIN

(4) 50 X 50 X 6 MM SST PLATE

WASHER, PER MANUF

RECOMMENDATION

WEEP HOLE, BY MANUF

PARTIALLY FILL WITH SPRAY

FOAM INSULATION

SPRAY TILE FINISH OVER CONC

(PROVIDE FLEXIBLE AIR SEALS

AT ALL JOINTS, PENETRATIONS,

ETC), TERMINATE AT SST

PARAPET CAP

CANT STRIP

A-513

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT, SEE

ROOF PLAN FOR SLOPE

CONC BEAM, SEE

STRUCTURAL

EXTEND INSULATION

300 MM PER JED

DESIGN GUIDE 8.5.7

125 MM THICK RIGID

INSULATION

75 MM THICK CONC

TOPPING SLAB, SEE

STRUCTURAL ROOF PLAN

FOR JOINT LAYOUT

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT, SEE

ROOF PLAN FOR SLOPE

CANT STRIP

25 MM THK FLEXIBLE

JOINT SEALANT

125 MM THICK RIGID

INSULATION

75 MM THICK CONC TOPPING

SLAB, SEE STRUCTURAL

ROOF PLAN FOR JOINT

LAYOUT

TYP

SPRAY TILE FINISH OVER

CONC (PROVIDE FLEXIBLE

AIR SEALS AT ALL JOINTS,

PENETRATIONS, ETC),

TERMINATE AT SST

PARAPET CAP

M M

GUTTER BAR, REFER TO

MANUFACTURER'S

RECOMMENDATIONS FOR

INSTALLATION

STAINLESS STEEL

PARAPET CAP, 0.74 MM

THICK STEEL

ANCHOR BOLTS

SHEET ID

D E

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1 2 3 4 5 6 7 8 9 10

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T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-513

FINAL BACKCHECK DESIGN

R O

O F

A N

D D

O W

N S

P O

U T

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 10D1

DETAIL - ROOF DRAIN

1 : 10A1

DETAIL - DOWNSPOUT - CLEANOUT

1 : 10C4

DETAIL - ROOF DRAIN HEAD PLAN

1 : 5A4

DETAIL - DOWNSPOUT STRAPPING

1 : 10E4

DETAIL - ROOF - FALL ARREST ANCHOR

GRAPHIC SCALE

SCALE: 1 : 5

100 200

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 10

200 400

1 : 10B1

DETAIL - ROOF TO PARAPET

1 : 5E7

DETAIL - ROOF TO PARAPET DETAIL

ROOF

EXTEND FLASHING MEMBRANE 100 MIN

HORIZONTALLY ONTO PREPARED &

PRIMED SUBSTRATE

FULLY REINFORCED LIQUID

MEMBRANE (FLASHING GRADE)

RUN UP FACE OF CURB

(TERMINATE AT ROOF HATCH

DRIP)

SAFETY RAILING, INSTALL PER

MANUFACTURERS RECOMMENDATIONS

GRAB BAR, INSTALL PER

MANUFACTURERS

RECOMMENDATIONS

INSULATED ROOF HATCH, MUST BE

APPORVED FOR HIGH VELOCITY

HURRICANE ZONES WITH LARGE AND

SMALL MISSILE IMPACT, INSTALL PER

MANUFACTURERS RECOMMENDATIONS

ALTERNATING TREAD DEVICE, INSTALL

PER MANUFACTURERS

RECOMMENDATIONS

MIN.

V A

S 4

SPRAY TILE FINISH

OVER CONC (PROVIDE

FLEXIBLE AIR SEALS AT

ALL JOINTS,

PENETRATIONS, ETC)

25MM THK FLEXIBLE

JOINT SEALANT

A-401

CONC CURB,

ANGLE

FOR

DRAINAGE

A-514

ROOF

GRAB BAR, INSTALL PER

MANUFACTURERS

RECOMMENDATIONS

MIN

150 1880 140

INSULATED ROOF HATCH, MUST BE

APPORVED FOR HIGH VELOCITY

HURRICANE ZONES WITH LARGE AND

SMALL MISSILE IMPACT, INSTALL PER

MANUFACTURERS RECOMMENDATIONS,

SHOWN CLOSED

TREAD DEPTH

E R

H T

CONC ROOF SLAB

AS SCHEDULED

MIN

0 2

SLSL

PIPE/CONDUIT, AS

SCHEDULED

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT, SEE

ROOF PLAN FOR SLOPE

125 MM THICK RIGID

INSULATION

75 MM THICK CONC TOPPING SLAB, SEE

STRUCTURAL ROOF PLAN FOR JOINT

LAYOUT

EXTEND FLASHING MEMBRANE 100

MIN HORIZONTALLY ONTO

PREPARED & PRIMED SUBSTRATE

(TERMINATE AT DRIP)

25MM THK FLEXIBLE

JOINT SEALANT

100 MIN

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT,

TERMINATE AT DRIP

SPRAY TILE FINISH OVER CONC,

EXTEND AROUND PIPE 100 MM

MIN, (PROVIDE FLEXIBLE AIR

SEALS AT ALL JOINTS,

PENETRATIONS, ETC),

TERMINATE AT DRIPS

SEALANT APPLIED

WITHIN ANNULUS

CONC ROOF SLAB

AS SCHEDULED

0 2

SLSL

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT, SEE

ROOF PLAN FOR SLOPE

125 MM THICK RIGID

INSULATION

75 MM THICK CONC TOPPING SLAB, SEE

STRUCTURAL ROOF PLAN FOR JOINT

LAYOUT

W 150

EXTEND FLASHING MEMBRANE 100

MIN HORIZONTALLY ONTO

PREPARED & PRIMED SUBSTRATE

(TERMINATE AT DRIP)

25MM THK FLEXIBLE

JOINT SEALANT

100 MIN

FULLY REINFORCED FLUID

APPLIED ROOFING SYSTEM

OVER PRIMER COAT,

TERMINATE AT DRIP

SPRAY TILE FINISH OVER CONC,

(PROVIDE FLEXIBLE AIR SEALS

AT ALL JOINTS, PENETRATIONS,

ETC), TERMINATE AT DRIPS

LOUVER AS SCHEDULED,

SEE A-505 FOR DETAILS

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-514

FINAL BACKCHECK DESIGN

R O

O F

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 10A4

DETAIL - ROOF HATCH

SCALE: 1 : 10

200 400

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

500 1000

SCALE: 1 : 25

1 : 25B9

DETAIL - ROOF HATCH

OPENING

PLAN

NORTH

GRAPHIC SCALE

SCALE: 1 : 5

100 200

1 : 10A1

DETAIL - ROOF HATCH - ALT TREAD

DEVICE

1 : 10E1

DETAIL - ROOF - PIPE/CONDUIT

PENETRATION

1 : 10E6

DETAIL - ROOF - DUCT PENETRATION

38 SQ TOP & BOT RAILS

& VERT SUPPORT, TYP

25X25X6 STEEL TAB,

TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME,

TYP

38 DIA CONT HANDRAIL

WIRE MESH, TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME,

TYP

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

NOTE:

1. WELD & GRIND SMOOTH

ALL CONNECTIONS, TYP

38 SQ PIPE RAIL,

TYP

PIPE RAIL SUPPORT

BELOW

ELEVATION

PLAN

150 SPHERE SHALL

NOT PASS THROUGH

THIS SPACE, TYP

1525 MAX

M A

WALL LINE

38 SQ TOP, BOT RAILS &

VERT SUPPORT, TYP

25 X 25 X 6 STEEL TAB, TYP

CONT HANDRAIL BEYOND

WIRE MESH, TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME, TYP

2.78

NOTE:

1. WELD & GRIND

SMOOTH ALL

CONNECTIONS, TYP

MAX

305 TYP

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

2.78 X 25 U-

CHANNEL

PERIMETER FRAME,

TYP

WIRE MESH , TYP

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

25 X 25 X 6 STEEL

TAB, TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME,

TYP

38 DIA CONT

HANDRAIL

NOTE:

1. WELD & GRIND

SMOOTH ALL

CONNECTIONS, TYP

38 SQ PIPE RAIL, TYP

PIPE RAIL SUPPORT BELOW

ELEVATION

PLAN

M A

150 SPHERE SHALL

NOT PASS THROUGH

THIS SPACE, TYP

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

25 X 25 X 6 STEEL

TAB, TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME, TYP

38 DIA CONT HANDRAIL

WIRE MESH, TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME,

TYP

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

150 SPHERE SHALL

NOT PASS

THROUGH THIS

SPACE, TYP

DEPTH

TREAD

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

25 X 25 X 6 STEEL TAB,

TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME, TYP

38 DIA CONT HANDRAIL

WIRE MESH, TYP

2.78 X 25 U-CHANNEL

PERIMETER FRAME, TYP

38 SQ TOP & BOT

RAILS & VERT

SUPPORT, TYP

NOTE:

1. SPAN BETWEEN VERT

SUPPORTS 1525 OC MAX,

TYP

150 SPHERE SHALL

NOT PASS THROUGH

THIS SPACE, TYP

M A

E R

F -1

TREAD, RF-1 25

NON-SLIP INSERT

NOSING, TYP

12 RADIUS, TYP

CONC STAIRS

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-521

FINAL BACKCHECK DESIGN

S T

A N

D R

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 10A1

DETAIL - RAILING - CONTINUOUS

HANDRAIL

1 : 10E7

DETAIL - RAILING - GUARDRAIL @

LANDING

1 : 10A4

DETAIL - RAILING - HANDRAIL @ LANDING

1 : 10E1

DETAIL - RAILING - HANDRAIL

TERMINATION

1 : 10E4

DETAIL - RAILING - SUPPORT

BALUSTER

1 : 5C9

DETAIL - EGRESS STAIR

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 10

200 400

GRAPHIC SCALE

SCALE: 1 : 5

100 200

1. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD

OF 0.73 kN/m IN ACCORDANCE WITH SECTION 4.5.1.1 of ASCE 7.

2. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A

CONCENTRATED LOAD OF 0.89 Kn IN ACCORDANCE WITH SECTION 4.58.1.1

OF ASCE 7.

3. INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE

DESIGNED TO RESIS A CONCENTRATED LOAD OF 0.22Kn IN ACCORDANCE

WITH SECTION 4.5.1.1 OF ASCE 7.

NOTES:

SST SUSPENDED CEILING

WITH LED LIGHT FIXTURES

SST

HANDRAIL

BLACK

VINYL

REVEALS,

TYP

SST PANEL,

TYP.

SST PANEL

VT-1

SST WALL PANEL

SST CONTROL PANEL

CB, (D SIMILAR)A

CAB ELEVATIONS

CAB CEILING

CAB FLOOR

ELEVATORS SHALL COMPLY WITH ALL REQUIREMENTS OF ABA

2015 SECTION 407 ELEVATOR

-407.1 GENERAL:

-407.2 ELEVATOR LANDING REQUIREMENT

-407.2.1 CALL BUTTONS

-407.2.2 HALL SIGNALS

-407.2.3 HOISTWAY SIGNS

-407.3 ELEVATOR DOOR REQUIREMENTS

-407.4 ELEVATOR CAR REQUIREMENT

-407.4.1 CAR DIMENSIONS

-407.4.2 FLOOR SURFACES

-407.4.3 PLATFORM TO HOISTWAY CLEARANCE

-407.4.4 LEVELING

-407.4.5 ILLUMINATION

-407.4.6 ELEVATOR CAR CONTROLS

-407.4.7 DESIGNATIONS AND INDICATORS OF CAR CONTROLS

-407.4.8 CAR POSITION INDICATORS

-407.4.9 EMERGENCY COMMUNICATIONS

410 CLR

76 X 76 X 50W X

8THK STEEL

ANGLE

ANCHORED TO

FLR W/ EXP

BOLT

19 DIA STEEL RUNGS

@ 300 OC WELDEDTO

FLAT BARS @ EACH

SIDE (GRIND

SMOOTH)

50 X 9.5 FLAT

BAR SIDE RAILS

405 CLR

TO F.O.W.

130 X 76 X 50W X

8THK STEEL

BRACKETS

WELDED TO FLAT

BARS &

ANCHORED TO

WALL W/ 12.5 DIA

EXP BOLT @

MIDPOINT OR 900

(V E

Y W

L E

V A

T O

R M

A N

U F

12.5 DIA

EXPANSION

SHIELD AND BOLT

76 X 76 X 50W X 8THK

STEEL ANGLE

NOTCH FLAT BAR-

WELD RUNG TO FLAT

BAR (GRIND SMOOTH,

TYP)

Y P

19 DIA STEEL

RUNG WELDED

TO FLAT BAR

PIT

12.5 DIA

EXPANSION

SHIELD AND

BOLT

MIN

CL OF RUNGS

130 X 76 X 50W X 8THK

STEEL ANGLE

BRACKET

RADIUS

50 X 9.5THK FLAT

BAR SIDE RAIL

(V E

Y W

E L E

V A

T O

R M

A N

U F

FIRST FLOOR

VERTICAL SECTION ELEVATION PLAN SECTION

NOTE:

1. STEEL SHALL BE HOT DIPPED GALVANIZED.

2. VERIFY CLEARANCES WITH ELEVATOR MANUF.

HOT DIPPED

GALVANIZED METAL

WITH EPOXY PAINT

FIN PER

ROOM SCHED.

SEALANT

SOLID

GROUT JAMB

CONC. WALL

PER MANU

ROUGH OPENING

SILL ASSEMBLY BY

MANUF. (GROUT AS

REQ'D)

SHAFT

FIN FLOOR

PER SCHED.

WALL LINE

SILL ASSEMBLY BY

MANUF. (GROUT AS

REQ'D)

SHAFT

FIN FLOOR

PER SCHED.

STEM WALL

LINE

RECESS MOUNTED

KEYED LOCK BOX

ELEVATOR

ENTRANCE

CONCRETE WALL

RECESS MOUNTED

KEYED LOCK BOX

ELEVATION VERTICAL SECTION

METAL FURRING

GYPSUM BOARD

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-522

FINAL BACKCHECK DESIGN

E L

E V

A T

O R

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

21 : 30E6

DETAIL - ELEVATOR - CAB INTERIOR

1 : 10C1

DETAIL - ELEVATOR - PIT LADDER

1 : 10A1

DETAIL - ELEVATOR - DOOR JAMB

(HEAD SIM)

1 : 5A6

DETAIL - ELEVATOR - DOOR SILL 2ND

FLOOR

1 : 5A3

DETAIL - ELEVATOR - DOOR SILL 1ST

FLOOR

NTS

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 20

400 800

GRAPHIC SCALE

SCALE: 1 : 5

100 200

SCALE: 1 : 10

200 400

1 : 20C6

DETAIL - ELEVATOR - LOCK BOX

DRAFTINDICATOR

FIRE OPERATION SIGNAL

• LIGHTS UP WHILE FIRE CONTROL

• FLASHES WHILE FIRE CONTROL OPERATION

FROM SMOKE DETECTOR IN THE HOISTWAY

FIRE FIGHTER ELEVATOR

SWITCH

CALL BUTTON MINIMUM WIDTH 19 MM

CANCEL CALL

SPEAKER

FLOOR BUTTONS

DOOR OPEN/CLOSE

FIRE OPERATION

WHEN FLASHING, EXIT ELEVATOR

TO OPERATE CAR

TO CANCEL FLOOR

SELECTION

TO CLOSE DOOR

TO OPEN DOOR

TO HOLD CAR

AT FLOOR

FOR EMERGENCY STOP

TO AUTOMATICALLY RETURN TO

RECALL FLOOR

INSERT FIRE KEY AND TURN

TO "ON"

ENTER FLOOR SELECTION

PRESS "CALL CANCEL"

BUTTON

PRESS AND HOLD "CLOSE"

BUTTON

PRESS AND HOLD "OPEN"

BUTTON

WITH DOOR OPEN, TURN KEY

TO "HOLD"

USE "STOP" SWITCH

TURN KEY TO "OFF."

O F F

O N

SER V

CALL BUTTON & ACCESSIBLE FLOOR

BUTTONS SHALL BE WITHIN THE REACH

RANGE HEIGHT OF 380-1220 MM

INDICATOR

FLOOR BUTTONS

ACCESSIBLE FLOOR

BUTTONS

FIREFIGHTER RECALL SWITCH

FIREFIGHTER'S OPERATION

TO RECALL ELEVATORS

INSERT FIRE KEY AND TURN TO

"ON"

R E

OFF

O N

FIR

SER

S E

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-523

FINAL BACKCHECK DESIGN

E L

E V

A T

O R

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

D e s ig n e r

A u th o r

C h e c k e r

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 1A1

DETAIL - ELEVATOR - CAB OPERATING

PANEL IN THE CAB

1 : 1A6

DETAIL - ELEVATOR - CAB OPERATING

PANEL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 1

20 40

DRAFTAIR BARRIER ENVELOPE

CONCRETE

WALL

FINISH AS SPECIFIED.

LAP FINISH ONTO

PIPE NOMINAL 25

FLEXIBLE REINF.

MESH / JOINT

COMPOUND @ JOINT

FINISH AS

SPECIFIED

FINISH AS

SPECIFIED

FLEXIBLE REINF.

MESH W/ JOINT

COMPOUND @ JOINT

TRIM CURED SPRAY

FOAM OR TOOL

MORTAR FLUSH W/

WALL SURFACE

LOW EXPANDING

SPRAY FOAM OR

MORTAR INFILL.

CONSULT SPRAY

FOAM MANUF. FOR

MAXIMUM GAP

WHICH CAN BE

FILLED W/ FOAM

PRODUCT TO BE

USED.

PIPE OR UTILITY

PENETRATION

CONC WALL

PIPE OR UTILITY PENETRATION

CONCRETE

COLUMN

FLEXIBLE REINF.

MESH W/ JOINT

COMPOUND @

JOINT

STATIC VERTICAL JOINT

STATIC HORIZONTAL JOINT

ADJOINING

WALL

FINISH AS

SPECIFIED

FLEXIBLE REINF.

MESH W/ JOINT

COMPOUND @ WALL

INTERSECTION

WALL CONNECTION JOINT

(NOT TO SCALE)

NOTES:

A. PROVIDE CONTINUOUS AIR BARRIER FOR THE ENTIRE EXTERIOR BUILDING ENVELOPE. SEE A-525 FOR TYPICAL AIR BARRIER

DETAILS, INCLUDING TRANSISTIONS, JOINTS, AND PENETRATIONS. AIR BARRIER COMPONENTS AND ASSEMBLIES ARE AS FOLLOWS:

ROOF ASSEMBLIES:

FLUID APPLIED ROOFING SYSTEM (AIR BARRIER) OVER CONCRETE BALLAST SYSTEM.

WALL ASSEMBLIES:

SPRAY TILE FINISH OVER CONCRETE (AIR BARRIER). PROVIDE MEMBRANE AIR BARRIER AT ALL JOINTS AND PENETRATIONS.

1. OVERLAP FLEXIBLE REINFORCED MESH OVER JOINTS BY 100 MIN.

2. OVERLAP FLUID APPLIED AIR BARRIERS OVER EDGE OF MESH BY 100 MIN.

3. INSTALL SPRAY TILE FINISH PER MANUFACTURER'S RECOMMENDATIONS

FLOOR ASSEMBLIES:

CONC SLAB WITH VAPOR BARRIER (AIR BARRIER) ON COMPACTED BASE COURSE

B. BUILDING IS REQUIRED TO HAVE A COMPREHENSIVE AIR BARRIER PER 07 27 10.00 10 BUILDING AIR BARRIER SYSTEM. AIR BARRIER

PERFORMANCE MUST BE TESTED AND CONFIRMED PER SPECIFICATION SECTIONS 07 05 23.

C. PLANS AND SECTION THIS SHEET PROVIDE A SCHEMATIC REPRESENTATION OF AIR BARRIER LOCATION AND INTERNAL FACILITY

VOLUME WITHIN THE AIR BARRIER PERIMETER

D. SEAL AIR BARRIER MEMBRANE PENETRATIONS CAUSED BY FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND

TELECOMMUNICATIONS SYSTEMS AND COMPONENTS. PENETRATIONS THROUGH

FLOOR, ROOF, AND WALL ASSEMBLIES SHALL BE SEALED TO CREATE A CONTINUOUS AIR BARRIER AND MEET FIRE RESISTANCE

CRITERIA OF RATED ASSEMBLIES.

E. SEE WALL SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION ON COORDINATION OF AIR BARRIER MEMBRANE AND INTEGRATION

OF THE AIR BARRIER WITH VAPOR RETARDERS.

F. VERIFY INTEGRITY AND PERFORMANCE OF AIR BARRIER PRIOR TO CONCEALING WITH OTHER MATERIALS.

G. AIR BARRIER COMPONENTS SHALL BE INCORPORATED IN WALL SYSTEM MOCK-UP DURING CONSTRUCTION.

LEGEND

AIR BARRIER

BOUNDARY

FLEXIBLE REINF. MESH

W/ JOINT COMPOUNT

FINISH AS SCHEDULED

AIR BARRIER AREA CALCULATIONS:

1. REFER TO SPECIFICATION FOR AIR

BARRIER AREA.

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-525

FINAL BACKCHECK DESIGN

B A

R R

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 100C1

FIRST FLOOR PLAN - AIR BARRIER

1 : 5A7

DETAILS - AIR BARRIER

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUT/

NOTES ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

PLAN

NORTH

EDGE OF CONC

BEAM BELOW,

SEE STRUCTURAL

A L

A-531

ALIGN

A-531

STEEL J TRACK

2 LAYERS 16 MM FIRE-SHIELD

GYPSUM BOARD

25MM FIRE-SHIELD

SHAFTLINER

TILE OVER MORTAR

9X 2A

5X2A

E Q

EQ EQ

A-531

STEEL J TRACK

2 LAYERS 15 MM FIRE-

SHIELD GYPSUM

BOARD

25MM FIRE-SHIELD

SHAFTLINER

1BALIGN

E Q

A-531

ALIGN

A-531

STEEL J TRACK

FLEXIBLE FIRE CAULK

FINISH AS SCHEDULED

2 LAYERS 15 MM FIRE-SHIELD

GYPSUM BOARD

25MM FIRE-SHIELD

SHAFTLINER

CH STUD, 600 MM

O.C. TYP, WO

PAN-HEAD SCREW

600 MM O.C.

STEEL J TRACK

2 LAYERS 15 MM

FIRE-SHIELD

GYPSUM BOARD

25 MM FIRE-SHIELD

SHAFTLINER

MIN 16 MM THICKNESS FIRE CAULK

APPLIED WITHIN ANNULUS, FLUSH

WITH BOTH SURFACES OF WALL

ASSEMBLY

WALL AS SCHEDULED

MIN 6 MM DIA FIRE CAULK BEAD

APPLIED AT METALLIC

PIPE/GYPSUM BOARD INTERFACE

ON BOTH SURFACES OF WALL

THROUGH PENETRANT AS

SCHEDULED

CLASSIFIED BY UNDERWITERS

LABORATORIES, INC.TO UL1479

MIN 25 MM THICKNESS FIRE CAULK

APPLIED WITHIN ANNULUS, FLUSH

WITH BOTH SURFACES OF WALL

ASSEMBLY

WALL AS SCHEDULED

MIN 6 MM DIA FIRE CAULK BEAD

APPLIED AT METALLIC

PIPE/CONCRETE INTERFACE

THROUGH PENETRANT AS

SCHEDULED

CLASSIFIED BY UNDERWITERS

LABORATORIES, INC.TO UL1479

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-531

FINAL BACKCHECK DESIGN

S H

A F

T D

E T

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 5A4

DETAIL - SHAFT - GRID 3

1 : 5A7

DETAIL - SHAFT - MENS RESTROOM

1 : 5E6

DETAIL - SHAFT - STORAGE 212

1 : 2E4

DETAIL - SHAFT - END CONDITION

1 : 2B1

DETAIL - SHAFT - TYPICAL

OUTSIDE CORNER

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

SCALE: 1 : 5

100 200

GRAPHIC SCALE

SCALE: 1 : 2

40 80

1 : 2D1

DETAIL - FIRE WALL

PENETRATION - GYP

1 : 2F1

DETAIL - FIRE WALL PENETRATION -

CONCRETE

DRAFT5

15 THK ACOUSTICAL

CEILING PANEL

REFER TO F1/A-541 FOR

ATTACHMENT CONDITION

GYP BD ON 100 MM

STUD FRAMING

C100X50X5 HANGAR

AND BRACE @ 1200 O.C.

45° - 60°

K E

E P

S E

E C

P L

A N

GYP BD ON

100 MM

STUD FRAMING

L E

A R

E L E

M E

N T

ACT CEILING

W.O., SEE

REFLECTED

CEILING PLANS

GYP BD TO DECK AT

OPEN CEILING

CONDITIONS

V A

G P

L A

CORNER BEAD

PVC WALL MOLDING

WALL FINISH LINE

9mm DIA GALV STEEL

HANGER ROD @ 1200

O.C

9 DIA STEEL HANGER

ROD

REINFORCEMENT,

TYP

9mm DIA GALV

STEEL HANGER ROD

@ 1200 O.C

9 DIA STEEL

HANGER ROD

REINFORCEMENT,

TYP

19x25x0.5 @ 303 O.C GALV

STEEL JOIST

38x12x1.2 @ 900 O.C GALV STEEL

JOIST SUPPORT

12.5 THK GYPSUM CEILING

BOARD WITH PAINT

FINISH

38x12x1.2 @ 900 O.C

GALV STEEL JOIST

SUPPORT

19x25x0.5 @ 303 O.C

GALV STEEL JOIST

GYPSUM BOARD CEILING

< 6000 ABOVE FINISH

FLOOR USE JASS 26

SECTION 4 (DETAIL) AND

JIS A 6517 (TEST

METHOD)

9mm DIA GALV STEEL

HANGER ROD @ 1200

O.C

9 DIA STEEL HANGER

ROD REINFORCEMENT,

TYP

GALV STEEL

HANGER BRACKET

ALUM T-BAR @ 600

O.C.

15 THK ACOUSTICAL

CEILING PANEL

50x50 ALUM EDGE

MOLDING

WALL FINISH LINE

9mm DIA GALV STEEL

HANGER ROD @ 1200

O.C

9 DIA STEEL HANGER

ROD REINFORCEMENT,

TYP

GALV STEEL

HANGER BRACKET

ALUM T-BAR @ 600

O.C.

15 THK ACOUSTICAL

CEILING PANEL

50x50 ALUM EDGE

MOLDING

WALL FINISH LINE

FIX TO PERIMETER WALL W/ SCREW

OR MANUFACTURER JOINT CLIP

ATTACHED LAY-IN CEILING

USE JASS 26 4,4 (DETAIL) AND

JIS A 1445 (TEST METHOD)

UNATTACHED LAY-IN CEILING

USE JASS 26 4,4 (DETAIL) AND

JIS A 1445 (TEST METHOD)

25 25

15 THK ACOUSTICAL

CEILING PANEL

OVERSIZE RING

SPRINKER HEAD,

SEE MECH

GALV STEEL JOIST

SUPPORT

CEILING ACCESS

HATCH

610 SQ

12.5 THK GYP BD W/

PAINT FINISH

GALV STEEL JOIST

REINFORCEMENT

9 DIA GALV STEEL

HANGER ROD (TYP)

ATTACHED

A T

T A

C H

E D

U N

A T

T A

C H

E D

UNATTACHED

STABILIZER BAR

FOR CEILINGS LARGER

THAN 93 SQUARE

METERS, INSTALL

LATERAL FORCE

BRACING, SEE DETAIL

A4/A-541.

GALV STEEL JOIST

GALV STEEL JOIST SUPPORT GALV STEEL JOIST

SUPPORT

REINFORCEMENT

9 DIA STEEL

HANGER ROD (4 EA)

MOUNTING GALV

STEEL JOIST

SUPPORT

GALV STEEL JOIST

REINFORCEMENT

CEILING ACCESS

HATCH

4 HANGER WIRES

ARRAYED 90°FROM

ONE ANOTHER TO

STRUCTURE AND 45°

OR LESS FROM THE

PLANE OF THE CEILING

METAL STUD

COMPRESSION

POST TO

STRUCTURE

T-BAR CONNECTOR

CLIP BEYOND

METAL STUD

COMPRESSION POST

MAIN BEAMCROSS TEE

45° OR LESS

#12 HANGER WIRE

ELEVATION PERSPECTIVE

LATERAL FORCE BRACING SHALL

BE 3600 O.C. (MAX) BOTH

DIRECTION, STARTING 1800 FROM

TWO ADJACENT WALLS

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-541

FINAL BACKCHECK DESIGN

C E

G D

E T

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 5F6

DETAIL - CEILING BULKHEAD

1 : 5B6

DETAIL - CEILING TRANSITION

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 5

100 200

NOTES:

1. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD

PENETRATIONS SHALL HAVE A 50 MM OVERSIZE RING,

SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW

FOR FREE MOVEMENT OF MINIMUM 25 MM IN ALL

HORIZONTAL DIRECTIONS.

2. POWER ACTUATED FASTENERS IN CONCRETE OR STEEL NOT

PERMITTED FOR SUSTAINED LOADS OR FOR BRACE

APPLICATIONS UNLESS APPROVED FOR SEISMIC LOADING.

EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE

USED FOR THE SUPPORT OF ACOUSTICAL TILE OR LAY-IN

PANEL SUSPENDED CEILING APPLICATIONS AND

DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON ANY

INDIVIDUAL FASTENER DOES NOT EXCEED 41 KG.

3. SUSPENDED HARD LID CEILING INSTALLATION PER MLIT

NOTIFICATION NO. 771

1 : 5C5

DETAIL - GYP BD CEILING

1 : 5C1

DETAIL - ACOUSTICAL CEILING

1 : 2F4

DETAIL - FIRE SPRINKLER

1 : 5F8

DETAIL - ACCESS PANEL

1 : 50F1

DETAIL - LAY-IN ACT CEILING SEISMIC

GRID PLAN

1 : 10A1

DETAIL - CEILING ACCESS HATCH PLAN

1 : 5A4

DETAIL - ACT - SEISMIC LATERAL FORCE

BRACING

CERAMIC TILE

WHERE NOTED

19 THK SOLID

SURFACING

COUNTERTOP W/ 12

EDGE AND

BACKSPLASH

BEVELED EDGE

SST HANDLE, TYP

FLOORING AS

SCHED

SEALANT

BASE AS SCHED

PLAM ON 19 PLYWD

DRAWER, TYP

MET DRAWER

GUIDE, FULL

EXTENSION, TYP

SEE PLAN

A X

FRONT ELEVATION

SEE ELEVATION

CERAMIC TILE

WHERE NOTED

19 THK SOLID

SURFACING

COUNTERTOP W/

12 EDGE AND

BACKSPLASH

BEVELED EDGE

ALL EXPOSED

SURFACES

PLAM FIN

FLOORING AS

SCHED

SEALANT

BASE AS SCHED

CABINET

BEYOND

ACCESSIBLE

REMOVABLE

PROTECTIVE

PANEL

SINKK

C L R

A X

T O

O F

KNEE SPACE

FRONT ELEVATION

CERAMIC TILE

WHERE NOTED

19 THK SOLID

SURFACING

COUNTERTOP

W/ 12 EDGE AND

BACKSPLASH

BEVELED EDGE

SST HANDLE, TYP

FLOORING AS

SCHED

SEALANT

BASE AS SCHED

RECESSED

ADJUSTABLE

SHELF STANDARDS

MET DRAWER

GUIDE, FULL

EXTENSION, TYP

FRONT ELEVATION

HPDL CABINET

LINER ON 16

PLYWD

BACKING

HPDL CABINET

LINER ON 19

PLWD

BOTTOM AND

ENDS

PLAM ON 19

PLYWD DOORS

AND DRAWERS

SEE PLAN

A X

SEE ELEVATION

19 THK PLYWD

W/ PLAM FIN,

TYP

HDWD

EDGE, TYP

PLAM CABINET

LINER

C -1

FRONT ELEVATION

PLAM ON 19

THK PLYWD

ADJUSTABLE

SHELVES

RECESSED

ADJUSTABLE

SHELF

STANDARDS

S E

E E

L E

V A

HANDLE

S E

E E

L E

V A

SEE ELEVATION

C -3

19 THK PLYWD

W/ PLAM FIN,

TYP

HDWD

EDGE, TYP

PLAM CABINET

LINER

A F

F U

O N

FRONT ELEVATION

PLAM ON 19

THK PLYWD

ADJUSTABLE

SHELVES

RECESSED

ADJUSTABLE

SHELF

STANDARDS

S E

E E

L E

V A

HANDLE

SEE ELEVATION

PLAM ON 19 THK

PLYWD, TYP

40 X 65 HDWD

TRIM

3- 50 DIA ALUM

SCREEN VENTS @

TOP PLAM ON 19 THK

PLYWD SHELVES,

TYP

PLAM ON 19 THK

LUMBER CORE

PLYWD DOORS, TYP

38 SQ

SST TUBE

BRACING,

FLOORING

SCHEDULED

19 THK SOLID

SURFACING

COUNTERTOP WITH

BACKSPLASH

BEVELED

EDGE

SOLID

SURFACING

FASCIA

MIN

30°

A X

4- 50 DIA ALUM

SCREEN VENTS

OUT OF 40 X 65

15 X 25 NET

WD STOP

PLAM ON 19 THK

PLYWD DOOR

SST HANDLE

HPDL ON 19 THK

PLYWD, TYP

PLAM ON 19

THK PLYWD

HDWD EDGE

FLOORING BASE

AS SCHED

PLAM ON 19

THK PLYWD

PROVIDE BRACING IN

ACCORDANCE WITH

ASCE 7-10 13.5.2

S E

E M

A N

U F

(2 M

O W

A V

E S

75 350

SST HANDLE, TYP

PLAM ON 19

PLYWD DRAWER,

TYP

MET DRAWER

GUIDE, FULL

EXTENSION, TYP

MICROWAVE,

SEE MANUF

MICROWAVE,

SEE MANUF

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-551

FINAL BACKCHECK DESIGN

C A

S E

W O

R K

D E

T A

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 10A4

DETAIL - BASE CABINET W/ DRAWERS

1 : 10A1

DETAIL - ACCESSIBLE SINK W/ KNEE

GUARD

1 : 10C1

DETAIL - BASE CABINET

1 : 10E1

DETAIL - UPPER CABINET DBL DOOR

1 : 10E4

DETAIL - UPPER CABINET

SINGLE DOOR

1 : 10C4

DETAIL - STORAGE CABINET PLAN

1 : 10E7

DETAIL - WORK COUNTER

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 10

200 400

1 : 10A7

DETAIL - TALL CABINET WITH

MICROWAVES

300 300

IN3

x x x

SEE PARTITION

TYPE 2 FOR

REMAINDER OF

NOTES FOR TILE

WAINSCOT AND

FLOOR TILE

F O

R C

E R

E H

S E

E I

N T

E L

E V

DEPRESSED SLAB

W.O., TYP

TERMINATE GWB

AND FINISH 150

ABOVE CEILING

CEILING AS SCHED.

WHERE OCCURS

CONC CURB

67 BOTTOM

RUNNERS

25 X 10 HORIZ.

STEADY BRACE @

1200 O.C. MAX, TYP

65 METAL STUDS

@ 300 O.C.

120 MIN

1 LAYER 15 THK GWB

PLUMBING

CHASES

TCNA W244F (SIM)

x x xxxx

SEE PARTITION

TYPE 2 FOR

REMAINDER OF

NOTES FOR TILE

WAINSCOT AND

FLOOR TILE

300 300

50 DEPRESSED

SLAB W.O., TYP

F O

R C

E R

E H

S E

E I

N T

E L E

CEILING AS SCHED.

WHERE OCCURS

100 METAL STUDS

@ 300 O.C.

CONC CURB

102 BOTTOM

RUNNER

25 X 10 HORIZ.

STEADY BRACE @

1200 O.C. MAX, TYP

15 GWB BOTH SIDES

RUN METAL

STUDS AND GWB

TO BOTTOM OF

STRUCTURE

TCNA W244F (SIM)

F O

R C

E R

E H

S E

E I

N T

E L E

50 DEPRESSED

SLAB W.O., TYP

RUN METAL STUDS AND

GWB TO BOTTOM OF

STRUCTURE

CEILING AS SCHED.

WHERE OCCURS

DEPRESSED SLAB

W.O., SEE STRUCT

FOR DEPTH

TILE ON REINF. MORTAR BED

OVER WATERPRFING MEMB.

(CER.TILE THINSET @ AREAS

W/OUT DEPRESSED SLAB)

TILE THINSET ON 12.5 TILE

BACKER BD (RUN W.P.

MEMBRANE UP 2300 @

SHOWER COND AND 150

HIGH @ OTHER TILE COND)

CONT BEAD OF

NON-HARDENING

CAULKING, TOP

AND BTM, TYP

BASE AS

SCHEDULED

102 BOTTOM

RUNNER

CONC CURB,

W.O., TYP

100 METAL STUDS

@ 300 O.C.

25 X 10 HORIZ

STEADY BRACE @

1200 O.C. MAX, TYP

1 LAYER 15 THK GWB

BOTH SIDES @ TYPE

300 300

2 LAYERS 15 GWB,

STAGGER JOINTS

ONE SIDE ONLY@ 75 THK FIBERGLASS

BATT INSULATION AT 2A 2B

x x x

EDGE TRIM

SEALANT W/ BACKER ROD

2 LAYERS 15

GWB, STAGGER

JOINTS BOTH

SIDES @ TYPE

TILE THINSET ON 1 LAYER 12.5

TILE BACKER BD OVER 1

LAYER GWB @ 2C

TCNA W244F (SIM)

300 300

DEPRESSED SLAB W.O.,

SEE STRUCT FOR DEPTH

PROVIDE CONC CURB

WHERE DEPRESSED SLAB

IS ON BOTH SIDES OF

WALL

FLR FIN AS SCHED

BASE AS SCHEDULED

1 LAYER 15 GWB,

BOTH SIDES @

PARTITION TYPE

102 BOTTOM RUNNER

25 X 10 HORIZONTAL

STEADY BRACE @

1200 O.C. MAX, TYP

38 X 12 HORZ.

75 THK FIBERGLASS

BATT INSULATION

CEILING AS SCHED,

WHERE OCCURS

CONT BEAD OF

NON-HARDENING

CAULKING BOTH

SIDES, TOP AND

BOTTOM, TYP

2 LAYERS 15 GWB,

STAGGER JOINTS

ONE SIDE ONLY@

100 METAL

STUDS @ 300

O.C.

RUN METAL STUDS AND

GWB TO BOTTOM OF

STRUCTURE AT TYPE

1B 1C

TERMINATE GWB

AND FINISH 150

ABOVE CEILING

@ TYPE

1BX

1B 1BX 1C

RUN METAL STUDS TO

BOTTOM OF STRUCTURE

AT TYPE 1A

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

YES150 ABV CLG

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

4A 1 LAYER 15 GWB W/ TILE WAINSCOT NO - 3A TILE WAINSCOT BOTH SIDES TO STRUCT YES NO - 2A

TILE WAINSCOT/ 1 LAYER 15 GWB

TILE WAINSCOT/ 2 LAYERS 15 GWB

2 LAYERS 15 GWB BOTH SIDES W/ TILE

WAINSCOT ONE SIDE

TO STRUCT

YES

RW 45/

STC 45

RW 50/

STC 50

1BX

1 LAYER 15 GWB BOTH SIDES

1 LAYER 15 GWB BOTH SIDES, 1 HR RATED

MLIT: QF060BP-9072

1 LAYER 15 GWB/ 2 LAYERS 15 GWB

TO STRUCT

150 ABV CLG NO

YES

RW 44-46/

STC 45

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

8A 1 LAYER 15 GWB OVER 65 STUDS

YES

NO -

300 300

PLUMBING

CHASE

DEPRESSED SLAB

W.O., SEE STRUCT

FOR DEPTH

FLR FIN AS SCHED

CONT BEAD OF NON-

HARDENING CAULKING

BASE AS SCHEDULED

CONC CURB

W.O.

67 BOTTOM RUNNER

120 MIN @

RUN METAL STUD TO

BOT OF STRUCTURE

CEILING AS SCHED

WHERE OCCURS

1 LAYERS 15 THK GWB

100 METAL STUDS

@ 300 O.C. @

102 BOTTOM RUNNER

@ 8C 8D

65 METAL STUDS

@ 300 O.C. @

8A 8B

AIR SPACE,

SEE PLANS

FOR DIM

TERMINATE

GWB AND

FINISH 150

ABOVE

CEILING

8A 8B

8C 8D 8A 8C

8B 8D

RUN GWB TO BOT OF

STRUCTURE AT 8A

1 LAYER 15 GWB OVER 65 STUDS

1 LAYER 15 GWB OVER 100 STUDS

150 ABV CLG

TO STRUCT

YES

8F 2 LAYERS 15 GWB OVER 100 STUDS TO STRUCT NO YES -

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

1 LAYER 15 GWB OVER 65 STUDS ONE SIDES

1 LAYER 15 GWB OVER 65 STUDS BOTH SIDES

TO STRUCT

CONC SLAB

BASE AS SCHED,

TYP

FLR FIN AS SCHED

S E

E S

T R

U C

T F

O R

W A

L L T

K N

E S

25 X 10 HORIZONTAL

STEADY BRACE @

1200 O.C. MAX, TYP

300300

65 METAL STUDS AT

300 O.C.

RUN METAL STUDS

AND GWB TO BOTTOM

OF STRUCTURE

65 MTL STUD W/ 15

GWB FURRING BOTH

SIDES, TYPE

300 300

x x x

SEE PARTITION TYPE

2 FOR REMAINDER OF

NOTES FOR TILE

WAINSCOT AND FLR TILE

F O

R C

E R

E H

S E

E I

N T

E L E

CEILING AS SCHED.

WHERE OCCURS

CONC CURB

102 BOTTOM RUNNERS

25 X 10 HORIZ.

STEADY BRACE @

1200 O.C. MAX, TYP

100 METAL STUDS @

300 O.C.

120 MIN @ PLUMBING CHASES

1 LAYER 15 THK GWB AT

RUN METAL

STUDS AND GWB

TO BOTTOM OF

STRUCT

DEPRESSED SLAB W.O.,

SEE STRUCT FOR DEPTH

TILE THINSET

ON 12.5

CEMENTITIOUS

BACKER BD. SEE

TYPE 2 FOR

REMAINING

NOTES

F O

R C

E R

E H

S E

E I

N T

E L E

NO WAINSCOT ONE

SIDE AT TYPE

75 THK FIBERGLASS

BATT INSULATION

6A 6B

2 LAYERS 15 GWB,

STAGGER JOINTS

ONE SIDE ONLY@

2 LAYERS 15 GWB,

STAGGER JOINTS

BOTH SIDES @

TYPE 6D

TILE THINSET ON 1

LAYER 12.5 CT BACKER

BD OVER 1 LAYER GWB

@ 6D

TCNA W244F (SIM)

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

TILE WAINSCOT ONE SIDE/ 1 LAYER 15 GWB

BOTH SIDES, 100 METAL STUDS

TILE WAINSCOT BOTH SIDES

TILE WAINSCOT ONE SIDE/ 2 LAYERS 15 GWB

ONE SIDE, 100 METAL STUDS

TILE WAINSCOT ONE SIDE/ 2 LAYERS 15 GWB

BOTH SIDES, 100 METAL STUDS

TO STRUCT

YES

RW 55/

STC 55

RW 60/

STC 60

YES

YES YES

TILE THINSET

ON 12.5

CEMENTITIOUS

BACKER BD. SEE

TYPE 2 FOR

REMAINING

NOTES

F O

R C

E R

E H

S E

E I

N T

E L E

7C TILE WAINSCOT ONE SIDE/ 1 LAYER 15 GWB

OVER 65 STUDS BOTH SIDES

TO STRUCT NO NO -

BATT INSULATION

BOTTOM RUNNERBASE AS SCHED

FIN FLR AS

SCHED

2 LAYERS 15 MM

TYPE 'X' GYP BD

25 MM TYPE 'X' GYPSUM

PANEL INSERTED BET

65 MM FLR AND CEILING

RUNNERS

SHAFT

65 MM C-T METAL

STUDS @ 450 MM O.C.

2 HR WALL UL

DESIGN NO:

U415

CONC SLAB

RUN METAL STUDS

AND GYP BD TO

BOTTOM OF

STRUCTURE

2 LAYERS TYPE X 16 MM GWB WITH 25 MM

TYPE X GYP PANEL IN 64 MM C-T STUDS @

450 MM O.C.

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

5X NO -YESTO STRUCT

2BX 1 LAYER 15 GWB BOTH SIDES, 1 HR RATED

MLIT: QF060BP-9072 W/ TILE WAINSCOT

ONE SIDE

TO STRUCT NO YES -

TO STRUCT

PLAN

SECTION

PLAN

SECTION

PLAN

SECTION

PLAN

SECTION

PLAN

SECTION

PLAN

SECTION

PLAN

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-561

FINAL BACKCHECK DESIGN

P A

R T

N T

Y P

E S

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

Y P

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

YESTO STRUCT

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

Y P

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

E3 TILE WAINSCOT AND 1 LAYER 15 GWB OVER

65 STUD, 38 RIGID INSULATION

YES - E2 CLASS A CONC FACING ONE SIDE TO STRUCT NO NO -

E1 1 LAYER 15 GWB OVER 100 STUD,

38 RIGID INSULATION

TO STRUCT NO YES -

CEILING AS

SCHED, WHERE

OCCURS

FLR FIN AS SCHED

S E

E F

L R

P L A

N F

O R

W A

L L T

K N

E S

CONT BEAD OF

NON-HARDENING

CAULKING

25 X 10

HORIZONTAL

STEADY BRACE @

1200 O.C. MAX, TYP

RUN METAL STUDS, GWB

AND INSULATION TO

BOTTOM OF STRUCTURE

300 300

65 METAL STUDS AT

300 O.C.

CONC WALL -

FINISH PER

EXTERIOR

ELEVATIONS

W.O.

CEILING AS

SCHED, WHERE

OCCURS

CONC WALL -

FINISH PER

EXTERIOR

ELEVATION

S E

E F

L R

P L A

N F

O R

W A

L L T

K N

E S

BASE AS SCHEDULED

FACE OF CONC.

WALL (CLASS A

CONC FACING) WITH

PAINT FINISH AS

SCHEDULED, TYP.

INTERIOREXTERIOR

CEILING AS

SCHED, WHERE

OCCURS

S E

E F

L R

P L A

N F

O R

W A

L L T

K N

E S

25 X 10 HORIZONTAL

STEADY BRACE @

1200 O.C. MAX, TYP

300 300

65 METAL STUDS AT

300 O.C.

SEE PARTITION

TYPE 2 FOR

REMAINDER OF

NOTES FOR TILE

WAINSCOT AND

FLOOR TILE

x x x

RUN METAL STUDS, GWB

AND INSULATION TO

BOTTOM OF STRUCTURE

CONC WALL -

FINISH PER

EXTERIOR

ELEVATIONS

50 DEPRESSED

SLAB W.O., TYP

TCNA W244F (SIM)

BATT INSULATION

BOTTOM RUNNER

2 LAYERS 16 MM

TYPE 'X' GYP BD

25 MM TYPE 'X' GYPSUM

PANEL INSERTED BET

64 MM FLR AND CEILING

RUNNERS

SHAFT

64 MM C-T METAL

STUDS @ 450 MM O.C.

2 HR WALL UL

DESIGN NO: U415

CONC SLAB

CER TILE THINSET

TCNA W244C

CONC CURB

1 LAYER 16 MM TYPE

'X' GYP BD

1 LAYER

CEMENTITIOUS

BACKER BD

F O

R C

E R

E H

T S

E E

I N

T E

L E

CEILING AS SCHED

RUN METAL STUDS

AND GYP BD TO

BOTTOM OF

STRUCTURE

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

TO STRUCT9X YES -YES2 LAYERS TYPE X 16 MM GWB WITH 25 MM

TYPE X GYP PANEL/ TILE WAINSCOT WITH 1

LAYER CEMENTITIOUS BACKER BD OVER 1

LAYER 16 MM TYPE X GWB IN 64 MM C-T

STUDS @ 450 MM O.C.

PLAN

SECTION

PLAN

SECTION

PLAN

SECTION

T Y

P E

DESCRIPTION

GWB/FIN

HEIGHT

C U

R B

U L

STC

YESTO STRUCTE4 TILE WAINSCOT AND 1 LAYER 15 GWB OVER

100 STUD

YES -

S E

E F

L R

P L A

N F

O R

W A

L L T

K N

E S

25 X 10 HORIZONTAL

STEADY BRACE @

1200 O.C. MAX, TYP

300 300

65 METAL STUDS AT

300 O.C.

SEE PARTITION

TYPE 2 FOR

REMAINDER OF

NOTES FOR TILE

WAINSCOT AND

FLOOR TILE

x x x

RUN METAL STUDS AND

GWB TO BOTTOM OF

STRUCTURE

CONC WALL -

FINISH PER

EXTERIOR

ELEVATIONS

50 DEPRESSED

SLAB W.O., TYP

TCNA W244F (SIM)

PLAN

SECTION

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-562

FINAL BACKCHECK DESIGN

P A

R T

N T

Y P

E S

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

CONC ROOF SLAB,

SEE STRUCTURAL

SECTION @ CONC SLAB WITH

SLOTTED DEFLECTION TOP

TRACK

SLOTTED DEFLECTION

TOP TRACK

DO NOT ATTACH

GWB TO TOP

RUNNER, ATTACH

GWB TO

VERTICAL

STUDS ONLY

METAL

STUDS @

303 MM OC

20 MM MIN

DEFLECTION GAP

NOTE:

1. THERE ARE MULTIPLE MEANS BY WHICH TO

ADDRESS DEFLECTION PRODUCTS WHICH

INCLUDE BUT ARE NOT LIMITED TO SLOTTED

DEFLECTION TOP TRACKS.

2. LOCATE FLANGE SCREWS AT MID-HEIGHT OF

SLOTTED DEFLECTION TOP TRACK, TYP.

SLOTTED

DEFLECTION

TOP TRACK

CENTER FASTENER ON TRACK

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-563

FINAL BACKCHECK DESIGN

P A

R T

N D

E T

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

1 : 5F6

WALL TOP TRACK DETAILS

DOOR SCHEDULE NOTES

1. ( - ) INDICATES FEATURE NOT REQUIRED

2. DOOR TYPES

SEE DOOR TYPE ELEVATIONS, SHEET A-602

3. THICKNESS:

ALL DOORS 45 MM THICK UNLESS OTHERWISE NOTED

4. DOOR AND FRAME MATERIAL

AL = ALUMINUM

SC = SOLID CORE WOOD

STL = STEEL

HM = HOLLOW METAL, PAINTED

5. DOOR AND FRAME FACING & FINISH

AF = ALUMINUM, CLEAR ANODIZED FINISH

HMP = HOLLOW METAL, PAINTED TO MATCH DOOR

FINISH

PT = PAINTED

MP = PANTED METAL (BULLET RESISTANT)

6. VISION PANEL

6MM CLEAR LAMINATED FLOAT GLASS

200MM X 850MM

7. STORE FRONT DOOR GLAZING SHALL COMPLY WITH

EXTERIOR WINDOW GLAZING. SEE A-611

8. FIRE RATING

45, 60, ETC. = FIRE RATING IN MINUTES

( - ) = NO RATING REQUIRED

SD = SMOKE DOOR

NOTE: ALL NOTED FIRE RATED DOORS SHALL HAVE A COMPLETE

ASSEMBLY COMPLYING WITH NFPA 80 AND NFPA 105. ALL SMOKE

DOORS SHALL HAVE A COMPLETE ASSEMBLY COMPLYING WITH NFPA

105. ALL ASSEMBLIES SHALL BEAR EITHER AN UNDERWRITERS

LABORATORY (UL) CERTIFICATION, FACTORY MUTUAL ENGINEERING

AND RESEARCH (FM) GLOBAL OR WARNOCK HERSEY INTERNATIONAL

(WHI) LABEL. ALL LABELS SHALL REMAIN UNFINISHED, DO NOT PAINT.

ALL FIRE-RATED DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING.

9. REFER TO HARDWARE SET IN SPECIFICATION SECTION

08 71 00 DOOR HARDWARE.

10. REMARKS

1. CDX-10, BMS, KEYPAD, MOTION SENSOR, AND ALARM PANEL.

2. HARDWARE BY MANUFACTURER

3. COMPLY WITH UL 752 LEVEL 3

4. CYPHER LOCKS WITH KEYPAD

5. MAGNETIC HOLD OPEN

6. THIS DOOR TO PROVIDED ONLY IF THE ELEVATOR

MANUFACTURER IS NOT ABLE TO PROVIDE A 60 MINUTE

UL RATED ELEVATOR DOOR AS SPECIFIED. IF 60

MINUTE UL RATED ELEVATOR DOOR IS PROVIDED AS

PART OF THE ELEVATOR ASSEMBLY, THIS DOOR IS NOT

REQUIRED.

7. REPLACEMENT DOOR, BUILDING 53115 WING B

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

A-601

FINAL BACKCHECK DESIGN

D O

O R

A N

D G

A T

E S

C H

E D

U L

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

A N

U A

R Y

DOOR SCHEDULE

MARK ROOM NAME TYPE WIDTH HEIGHT THICKNESS

DOOR

MATERIAL

DOOR

FINISH

FRAME

MATERIAL

FRAME

FINISH

FIRE RATING /

SMOKE DOOR HARDWARE

HEAD

DETAIL JAMB DETAIL

SILL

DETAIL VISION PANEL REMARKS

STC

RATING

DOOR

CLASSIFICATION

G1 GUARD HOUSE A 900 2100 45 STL MP STL MP - 7.0 F8/A-501 F8/A-501 C8/A-501 3

G2 GH TOILET A 900 2100 45 STL MP STL MP - 24.0 F8/A-501 F8/A-501 C8/A-501 3

101 VESTIBULE D 1800 2100 45 AL AF AL AF - 2.0 C5/A-501 F5/A-501 A5/A-501

101A VESTIBULE D 1800 2100 45 AL AF AL AF - 3.0 C5/A-501 A3/A-502, F5/-501 C1/A-502

102 LOBBY A 1200 2100 45 HM HMP HM HMP 45 25.0 E1/A-503 C4/A-503 E1/A-503 5, 6

104 HALL B 1800 2100 45 HM HMP HM HMP - 20.0 F9/A-502 D9/A-502 F1/A-502

106 JANITOR A 900 2100 45 HM HMP HM HMP SD 15.0 F9/A-502 D9/A-502 F1/A-502

107 STORAGE A 900 2100 45 HM HMP HM HMP SD 15.0 F9/A-502 D9/A-502 F1/A-502

108 CLASSROOM/TRAINING A 900 2100 45 HM HMP HM HMP - 14.0 F9/A-502 D9/A-502 F1/A-502 YES 40

108A CLASSROOM/TRAINING A…

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File details come from the government source that posted it. Updated Feb 18, 2022.