ADD-1_Public Restroom Plan sheets.pdf

A B

WOMENS

MENS

EQUIP

OPEN TO

STRUCTURE

ABOVE

A F

F S

T -3

8' -8

ALUM COMPOSITE

PLANK CLADDING

SYSTEM

SLOPE UP

1:12

ELEV VARIES

RC3

RC3

RC2

RC1

C

LE

R E

S

TO

R Y

C

LE

R E

S

TO

R Y

4' -0

4'-6"4'-6" 2'-7 3/4"

1' -7

/2

EQ EQ

4' -2

6' -0

6'

-0

6' -0

2'

-2

/2

2'-10"

EQ 4'-0" EQ

4' -0

3'

-6

3' -6

1'

-6

/2

E Q

E Q

8" 8" 8"

GWB-1

GWB-1

HT VARIES

HT VARIES

8'-0"

FIN CLG

LOW POINT

8'-0"

FIN CLG

LOW POINT

9'-1 1/4"

FIN CLG

HIGH POINT

FIN CLG

HIGH POINT

8'-9 1/2"

RC4

RC4

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1 WATER HEATER ON SUSPENDED SHELF, SEE PLUMBING

RC2 THROUGH WALL EXHAUST FAN - SEE MECHANICAL

RC3 2' x 2' ACCESS PANEL, WITH LOCK. CENTER ON LIGHT FIXTURES

RC4

SUSPENDED GYP BD FINISHED CEILING SYSTEM: TWO WALLS PER ROOM

SHOULD HAVE FREE END CEILING SYSTEM ATTACHMENT, THE REMAINING

TWO SHALL HAVE FIXED ATTACHMENTS. SEE DETAILS 6 AND 7 THIS

SHEET. PROVIDE MAX DEFLECTION OF L/360

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GBPD CEILING

/ SOFFIT

ACT CEILING

SYSTEM

ACCESS

PANEL

2'-0" x 4'-0" LIGHT

FIXTURE

2'-0" x 2'-0" LIGHT

FIXTURE

PENDANT STRIP

LIGHT FIXTURE

RECESED LIGHT

FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL LINEAR

SUPPLY GRILL

CEILING ELEVATION

AND FINISH

9'-0" AFF

ACT

RCP & ROOF GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORT

REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT SUPPLIER AND OWNER,

PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, SPEAKERS, ETC SHALL BE

LOCATED IN THE CENTER OF GYP BD SOFFITS, UNLESS NOTED OTHERWISE. COORDINATE WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

3. LIGHTING AND OTHER FIXTURES SHALL BE SUPPORTED BY FRAMING; DO NOT USE GYPSUM

BOARD TO SUPPORT THEM.

NC-15.02

WOMENS

MENS

EQUIP

NC-15.01

NC-15.01

Braille

/2

/4

/8

/4

ICON

AREA

TEXT

DOMED BRAILLE

1/32" RAISED TEXT

6"

NC-15

NC-15.02

MEN WOMEN

2"

NC-15.01

NC-15.02

INTERIOR SIGNAGE SCHEDULE

ROOM ROOM NAME SIGN TYPE SIGN

NO. DESIGNATION

2 MENS MEN'S ADA/ABA COMPLIANT RESTROOM NC-15.01

1 WOMENS WOMEN'S ADA/ABA COMPLIANT RESTROOM NC-15.02

WAYFINDING GENERAL NOTES

1. SIGN COMPONENTS TO BE ACRYLIC PLAQUE

2. TACTILE SYMBOL AND TEXT WITH ACCOMPANYING BRAILLE IS REQUIRED

3. TEXT AND BACKGROUND COLORS: REFER TO SPECIFICATION SECTION 09 06 00 SCHEDULE FOR

FINISHES.

4. TYPOGRAPHY AND SIZE: ADA/ABA COMPLIANT HELVETICA BOLD, UPPER CASE, GRADE 2 BRAILLE

5. MOUNTING: DOUBLE SIDED FOAM TAPE OR SILASTIC ADHESIVE

AE201

A B

STANDING

SEAM METAL

PANEL ROOFING

SLOPE 1:12

DOWN

2' -3

2'-3" 2'-3"

2' -3

2'-3"

2' -3

2'-3"

2' -3

7' -7

'-8

CONTINUOUS GUTTER

AND DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

7' -7

SLANT BACK ROOF VENTS

COLOR TO MATCH

METAL ROOFING

TAPED AND FINISHED

CORNER

8 GA HANGER WIRE @ 4'-0" OC

1 1/2" MAIN RUNNER CHANNELS SPACED

4'-0" OC MAX. AT SPLICE JOINTS, LAP

TRACK PIECES OF 16" MIN TOTAL

LENGTH, FASTENED TO MAIN RUNNER

CHANNEL WITH 4 PAN HEAD SCREWS

EACH FLANGE OF TRACK

GYP BD FASTENER TO

ANGLE, 12" OC MAX

HANGER

8" MAX TO

WALL ANGLE - ATTACH W/ #

8 MIN SM SCREWS @ EACH

STUD

SADDLE TIE CROSS RUNNER TO

MAIN RUNNER WITH DOUBLE

STRAND NO. 16 GA GALVANIZED

TIE WIRE

GYP BD CEILING, GWB-1

25 GA CROSS RUNNER FURRING 7/8"

HAT CHANNELS SPACED 24" OC MAX. AT

SPLICE JOINTS, LAP FURRING PIECES

OF 6" MIN TOTAL LENGTH, TYING NEAR

EACH END WITH DOUBLE LOOPS NO. 16

GA GALVANIZED TIE WIRE

2" WALL ANGLE WITH #8 SM

SCREWS MIN AT 16" MAX TO STUD

8 GA HANGER WIRE @ 4'-0" OC

CAULKED JOINT

1/2"

CLR

1/2"

J-BEAD TRIM

HANGER

8" MAX TO

1 1/2" MAIN RUNNER CHANNELS

4'-0" OC MAX

25 GA CROSS RUNNER FURRING 7/8"

HAT CHANNELS @ 24" OC MAX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

Irrigation Engineering:

EC Design Group, Ltd

400 5th St.

West Des Moines, IA 50265

(515)225-6365

Erik Christiansen

Cost Estimating, Scheduling, Value Engineering:

Leland Saylor Associates

1777 Oakland Blvd #103

Walnut Creek, CA 94596

(310)207-6900

Tommy Vest

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic

\D o c u m e n ts

\R e v it P ro je c ts

\1 R

E S

T R

O O

M -R c m c d a n ie l@ a e -m n .c o m

.r v t

/3

/2

:4 :4

P

M

AE121

RESTROOM CEILING, ROOF AND

WAYFINDING PLAN

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU, HAWAII

899CM3030

JULY 15, 2021 BB CM

15785

0 4' 8'2'

1/4" = 1'-0"1

REFLECTED CEILING PLAN

0 4' 8'2'

1/4" = 1'-0"3

WAYFINDING PLAN

0 4' 8'2'

3" = 1'-0"5

SIGNAGE DETAILS

1/2" = 1'-0"4

SIGNAGE ELEVATIONS

1/4" = 1'-0"2

ROOF PLAN

72Revisions: Date:

ADDENDUM #1 8-27-21

1 1/2" = 1'-0"6

TYP FIXED END SUSPENDED CEILING EDGE CONDITION

1 1/2" = 1'-0"7

FREE-END SUSPENDED CEILING EDGE CONDITION

09/14/21

PANEL PREFIXES

AL- ALUMINUM

CG- COILING GRILLE

CS- COILING SLATS

HM- HOLLOW METAL

OS- OVERHEAD SECTIONAL

RD3- REVOLVING DOOR 3 PANEL

RD4- REVOLVING DOOR 4 PANEL

VL- VERTICAL LIFT

WD- WOOD

AG ALL GLASS

BF BIFOLD

BFG BIFOLD GLASS

D DUTCH

DG DUTCH GLASS

DS DUTCH W/SHELF

F FLUSH

G2 GLASS 2 LIGHT

G3 GLASS 3 LIGHT

GF GLASS FULL

GH GLASS HALF

LF LOUVER FULL

L LOUVER

LH LOUVER HALF

HM-GF

FRAME PREFIXES

0 FRAMED OPENING

1 DOOR ONLY

2 SIDELIGHT(S) 1 SIDE

3 SIDELIGHT(S) 1 SIDE W/HORIZONTAL

4 SIDELIGHT(S) BOTH SIDES

5 SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

6 DOOR W/TRANSOM

7 DOOR W/TRANSOM W/SIDELIGHT(S) 1 SIDE

8 TRANSOM W/SIDELIGHT(S) 1 SIDE W/HORIZONTAL

9 TRANSOM W/SIDELIGHT(S) BOTH SIDES

10 TRANSOM W/SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

11 FULL WIDTH TRANSOM W/SIDELIGHT(S) 1 SIDE

1X1 1 LIGHT WIDE AND 1 LIGHT HIGH

2X2 2 LIGHTS WIDE AND 2 LIGHTS HIGH

3X3 3 LIGHTS WIDE AND 3 LIGHTS HIGH

(NOTE: OTHER COMBINATIONS POSSIBLE)

OX FIXED PANEL, ACTIVE PANEL

OXO FIXED PANEL, ACTIVE PANEL, FIXED PANEL

OXX FIXED, ACTIVE, ACTIVE

OXXO FIXED, ACTIVE, ACTIVE, FIXED

OXXXXO FIXED, ACTIVE, ACTIVE, ACTIVE, ACTIVE, FIXED

HMS-2

LNV LOUVER NARROW VISION

NV NARROW VISION

NV2 NARROW VISION 2 LIGHT

NV3 NARROW VISION 3 LIGHT

NVC NARROW VISION CENTERED

RP2 RAISED PANEL 2 PANEL

RP4 RAISED PANEL 4 PANEL

RP6 RAISED PANEL 6 PANEL

RP8 RAISED PANEL 8 PANEL

V VISION

W WINDOWS (1 ROW)

WT WINDOWS THROUGHOUT

DOOR PANEL NAMING

DOOR FRAME NAMING NOTE: ACTUAL FRAMES MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO FRAME TYPE ELEVATIONS

NOTE: ACTUAL PANELS MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO PANEL TYPE ELEVATIONS

PANEL SUFFIXES

AL- ALUMINUM

AL-BL- ALUMINUM BORROWED LIGHT

AL-SL- ALUMINUM SLIDING

ALR- ALUMINUM REVOLVING

CW## CURTAINWALL

HMM- HOLLOW METAL MASONRY

HMM-BL- HMM BORROWED LIGHT

HMM-DE- HMM DOUBLE EGRESS

HMS- HOLLOW METAL STUD

HMS-BL- HMS BORROWED LIGHT

HMS-DE- HMS DOUBLE EGRESS

OC- OVERHEAD COILING

OS- OVERHEAD SECTIONAL

VL- VERTICAL LIFT

WD- WOOD

WD-BL- WOOD BORROWED LIGHT

WDP- WOOD POCKET

FRAME SUFFIXES

ISOMETRIC DETAIL

VERTICAL STUDS @ 2' - 0" MAX

W/ GYPSUM BD 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC

BACKER BOARD

PROVIDE CONTINUOUS BRACING WHEN STUDS EXCEED

10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2' - 0" FOR

GYP WALLBD. OR 16" FOR PLASTER PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO BEARING

STUD

GYPBD PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING WHERE

REQ'D.

ISOMETRIC OF CONSTRUCTION JT.

SECTION A DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB ANCHOR

SHIM AS REQ'D

METAL ANCHOR

CLIP

METAL DOOR

FRAME

SANITARY STOP

WHERE REQ'D

SEC B

CONTROL JOINT

6" M

A X

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D

DETAIL C

V A

R

IE

S

E Q

E Q

E Q

E Q

D

RUNNER

BET.

STUDS

MTL

DOOR

FRAME

A A

1/2" MIN

1/ 2"

M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

KYKC

3/ 4"

M

IN

JAMB DEPTDH

MINUS 3/16"

FRAME FACE

MINUS 3/16"

3/ 4"

M

IN

1/2" M

IN

5/8" M

AX

STUDWIDTH

3/ 4"

M

IN

GYPSUM

CONTROL JOINT

@ DOOR HEADS

FACE OF WALL

HM FRAME

A

DOOR AS SCHEDULED -SEE

OPENING SCHEDULE

B

O N

P

LA

N

2" U

N O

T Y

P E

S E

E F

R A

M E

5/ 8"

TYPES UNO

SEE GYP BD PTN

SEE NOTE 2

SEE GYP BD PTN

HM FRAME

LOUVER AS SPECIFIED

EXTERIOR

T Y

P E

S E

E F

R A

M E

5/ 8"

TYPES UNO

SEE GYP BD PTN

SEE NOTE 2

SEE GPY BD PTN

1 7/8"

1/2" 1/2"

2"

4 1/2"

1. FOR FRAMES IN GYP BD PARTITIONS, VERIFY THAT THE FRAME THROAT DEPTH MATCHES THE PARTITION

THICKNESS.

FRAME PROFILE NOTES:

FINISHED FLOOR

HM-F

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

HM-L

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

METAL LOUVER,

PAINTED TO MATCH

DOOR

1' -4

1'

-0

1'-4"

FINISHED FLOOR

HMS-1

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

AL-BL-1X3

IMPACT RESISTANT

INTERIOR STRUCTURAL SILICONE GLAZED

OPENING WIDTH

8' -8

2' -0

EQ EQ EQ

2" 2"2" 2"

2" 2"

HMS-6

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

1' -0

2" 2"

2" 2"

2" 2"

2"

METAL LOUVER, PAINTED TO

MATCH FRAME. PROVIDE BLANK

OUT PANELS AT INTERIOR WHERE

LOUVER SIZE EXCEEDS MECH

REQ'TS. SEE ALSO MECHANICAL

CLEAR LAMINATED

GLAZING, 9/16"

/7 AE601 /7 AE601

SIM

/3 AE601

/10 AE601/11 AE601

/4 AE601

GLAZING

ALUM FRAME

BACKER ROD & SEALANT,

BOTH SIDES

ALUM COMPOSITE PLANK

CLADDING SYSTEM

ALUM FRAME

4 1/2"

2"

1/4" 1/

4"

EXTERIOR SHEATHING

METAL STUD BOX BEAM HEADER

- SEE STRUCTURAL

SUSPENDED CEILING SYSTEM -

SEE DETAILS AND

BACKER ROD & SEALANT

BOTTOM OF

ROOF JOIST - SEE

STRUCTURALSS2

T/O WDW R.O.

8'-8"

B.O. WDW R.O.

6'-8"

2" 1/

4"

BACKER ROD AND

SEALANT

1/4" SHIM

2X MOISTURE RESISTANT

WOOD NAILER AS

REQUIRED

1/4" SHIM

PARTITION AS

SCHEDULED

2X MOISTURE RESISTANT

WOOD NAILER AS REQUIRED

BACKER ROD &

SEALANT

BULLNOSE TILE TO

MATCH WALL TILE

WALL TILE AS

SCHEDULED

BACKER ROD &

SEALANT

SEALANT

FINISH INTERIOR JAMB WITH

TILE TO MATCH ADJACENT

WALL TILE FINISH, TYP

1/4"

METAL SILL FLASHING W/ END

DAMS, SET IN SEALANT

VAPOR PERMEABLE AIR BARRIER SHOWN

DASHED - LAP OVER SS FLASHING

METAL STUD

BOX SILL

AE601

METAL TRIM W/ DRIP

ENTIRE LENGTH OF OPNG

1/ 4"

EXTEND VAPOR PERMEABLE AIR

BARRIER MEMBRANE OVER

WOOD BLOCKING

1/

8"

1"

BULLNOSE TILE

/7 AE121

/6 AE121

ALUM SILL BELOW

WINDOW AS

SCHEDULED

SMOOTH STONE TILE

VENEER

1/4" SHIM

WALL AS SCHEDULED

BULLNOSE TILE @ SILL

1/4" SEALANT JOINT

ALUM FRAME

2X WOOD NAILER

WALL FINISH AS

SCHEDULED

BACKER ROD AND

SEALANT

BULLNOSE TRIM TILE AT

ALL OUTSIDE CORNERS

3/ 8"

BACKER ROD AND

SEALANT

A

T/O WDW R.O.

8'-8"

B.O. WDW R.O.

6'-8"

BACKER ROD AND

SEALANT

1/4" SHIM

PARTITION AS

SCHEDULED

2X MOISTURE RESISTANT

WOOD NAILER AS REQUIRED

BACKER ROD &

SEALANT

BULLNOSE TILE TO

MATCH WALL TILE

WALL TILE AS

SCHEDULED

METAL STUD

BOX SILL

GLAZING

ALUM FRAME

FINISH INTERIOR JAMB WITH

TILE TO MATCH ADJACENT

WALL TILE FINISH, TYP

METAL SILL FLASHING W/ END

DAMS, SET IN SEALANT

AND DRIP EDGE

2" 1/

4"

1/4"

AE601

2" 4 1/2"

WRAP JAMB IN MOSS

ROCK STONE VENEER,

ST-2, FINISH, TYP

METAL HEAD FLASHING

W/ DRIP FULL WIDTH OF

OPENING

VAPOR PERMEABLE AIR

BARRIER MEMBRANE

LAP OVER SS FLASHING

EXTERIOR SHEATHING

SS3

2"

1/ 4"

1/4"

METAL STUD BOX BEAM

HEADER - SEE

STRUCTURAL

2X MOISTURE RESISTANT

WOOD NAILER

AS REQUIRED

1/4" SHIM

BACKER ROD &

SEALANT

SEALANT

BULLNOSE TILE TO

MATCH WALL TILE

WRAP (2) LAYERS

WATERPROOFING

MEMBRANE OVER

WOOD BLOCKING

METAL LATH

METAL LATH

1/

8"

1 1/2" SMOOTH FACE

CAST STONE SURROUND AT

PERIMETER OF WINDOW

2"

1 1/2" SMOOTH FACE MOSS

ROCK SURFACE AT

PERIMETER OF WINDOW

SEALANT

1"

SUSPENDED CEILING SYSTEM -

SEE DETAILS AND

/7 AE121

/6 AE121

A

ALUM SILL BELOW

WINDOW AS SCHEDULED

1/4" SHIM

BULLNOSE TILE @ SILL

1/4" SEALANT JOINTALUM FRAME

WALL FINISH AS

SCHEDULED

BACKER ROD AND

SEALANT

BULLNOSE TRIM TILE AT

ALL OUTSIDE CORNERS

2" 1/

4"

SS3

1 1/2" SMOOTH FACE MOSS

ROCK SURFACE AT PERIMETER

OF WINDOW

2X MOISTURE

RESISTANT WOOD

NAILER AS REQUIRED

HM FRAME PROFILE B

DUCT -

SEE MECHANICAL FOR DUCT

CONNECTION INFO

LOUVER IN TRANSOM

OPENING - SEE MECHANICAL

2X MOISTURE RESISTANT

WOOD NAILER

AS REQUIRED

VAPOR PERMEABLE AIR

BARRIER SHOWN DASHED -

LAP OVER SS FLASHING

METAL STUD BOX BEAM

HEADER - SEE

STRUCTURAL

HM DOOR

HM FRAME

WALL TYPE AS INDICATED

ON THE FLOOR PLANS

BACKER ROD & SEALANT

3/8" EXPANSION GAP

METAL HEAD FLASHING

W/ DRIP , FULL WIDTH OF

OPENING

STONE VENEER FINISH

BEYOND AT JAMB

STONE VENEER FINISH

BEYOND AT JAMB

METAL LATH

4"

1 1/2" SMOOTH FACE

MOSS ROCK SURFACE AT

PERIMETER OF WINDOW

FIRST FLOOR

0"

STONE VENEER FINISH

BEYOND AT JAMB

CONCRETE SLAB -

SEE STRUCTURAL

SEALANT

SLOPE DN

1/4"/FT MAX

HM FRAME, BEYOND

HM DOOR

ACCESSIBLE METAL

THRESHHOLD IN SEALANT

BED

1/ 2"

4"

HM FRAME -

PROFILE B

2X MOISTURE RESISTANT

WOOD BLOCKING

AS REQUIRED

METAL STUD BOX BEAM

HEADER - SEE

STRUCTURAL

WALL TYPE AS INDICATED

ON THE FLOOR PLANS

VAPOR PERMEABLE AIR

BARRIER SHOWN DASHED -

LAP OVER SS FLASHING

HM DOOR

BACKER ROD & SEALANT

HEAD FLASHING W/ DRIP ,

FULL WIDTH OF OPENING

LINE UP DOOR FRAME

WITH THE EXTERIOR

FACE OF THE STONE

VENEER

4"

2X MOISTURE RESISTANT

WOOD NAILER

3/ 8"

HM DOOR

HM FRAME

1 1/2" SMOOTH FACE

MOSS ROCK SURFACE AT

PERIMETER OF DOOR

BACKER ROD & SEALANT

3/8" EXPANSION GAP

LATH/NET COMBINATION

MESH DRAINAGE PLANE

AND METAL LATH

METAL THRESHOLD

BELOW

METAL THRESHOLD

BELOW

1"

SIM AT THIN STONE

VENEER CONDITION,

AT MENS AND

WOMENS RESTROOM

DOORS

VAPOR PERMEABLE AIR

BARRIER

BASE AND SCRATCH COAT

FASTEN AT BOTH ENDS

WITH MIN (4) #10 TEK

SCREWS

HORIZONTAL

FASTENER FROM STUD,

MIN 16 GAUGE

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE

LOCATIONS OF HORIZONTAL

FASTENERS

2. THIS DETAIL IS SUITABLE FOR

SUPPORT OF THE DRINKING FOUNTAIN

W/ 300 POUND LOAD CAPACITY

PLAN

ISOMETRIC

WALL FINISH

VERTICAL WALL STUDS

AT 16" O.C.

STONE VENEER FINISH

BEYOND AT JAMB

FLOOR FINISH

AS SCHEDULED

SLOPE DN

1/4"/FT MAX

HM FRAME, BEYOND

HM DOOR

ACCESSIBLE METAL

THRESHHOLD IN SEALANT

BED

CONCRETE SLAB -

SEE STRUCTURAL

1/ 2"

6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

Irrigation Engineering:

EC Design Group, Ltd

400 5th St.

West Des Moines, IA 50265

(515)225-6365

Erik Christiansen

Cost Estimating, Scheduling, Value Engineering:

Leland Saylor Associates

1777 Oakland Blvd #103

Walnut Creek, CA 94596

(310)207-6900

Tommy Vest

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic

\D o c u m e n ts

\R e v it P ro je c ts

\1 R

E S

T R

O O

M -R c m c d a n ie l@ a e -m n .c o m

.r v t

/3

/2

:3 :0

P

M

AE601

RESTROOM OPENING SCHEDULES

AND DETAILS

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU, HAWAII

899CM3030

JULY 15, 2021 BB CM

15785

OPENING SCHEDULE

ASSOCIATED ROOMS OPENING

PANEL

INFORMATION

FRAME

INFORMATION

H D

W G

R O

U P

FI

R

E L

A B

E L

(M

IN

G A

S K

E T

E

LE

C

TR

IC

A

L

S L

A B

E L

COMMENTSROOM NAME NUMBER WIDTH HEIGHT PANEL TYPE FRAME TYPE

WOMENS 101 3'-0" 7'-0" HM-L HMS-1 15 0 - Y - AUTO OP PUSH PLATE

MENS 102 3'-0" 7'-0" HM-L HMS-1 15 0 - Y - AUTO OP PUSH PLATE

EQUIP 103 3'-0" 7'-0" HM-F HMS-6 19 0 - N -

1 1/2" = 1'-0"9

TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS

3" = 1'-0"8

HM FRAME PROFILES

TYPES - PANELS

TYPES - FRAMES

3" = 1'-0"1

WINDOW HEAD AND SILL - MENS

3" = 1'-0"5

WINDOW JAMB - MENS

3" = 1'-0"2

WINDOW HEAD AND SILL - WOMENS

3" = 1'-0"6

WINDOW JAMB - WOMENS

3" = 1'-0"3

HM FRAME HEAD AT MOSS ROCK VENEER

3" = 1'-0"10

EXTERIOR HM DOOR SILL (CONC TO CONC)

3" = 1'-0"4

HM FRAME HEAD AT THIN STONE VENEER

3" = 1'-0"7

HM FRAME JAMB AT MOSS ROCK VENEER

1/4" = 1'-0"12

ANCHORAGE - GRAB BARS AND WALL MOUNTED EQUIPMENT

3" = 1'-0"11

EXTERIOR HM DOOR SILL (CONC TO PT)

77Revisions: Date:

ADDENDUM #1 8-27-2109/14/21

P-413

P-101

P-102

P-413

P-202

P-102

P-502

P-801

P-606

1"

1"

1/2"

3/4"

1"

3/4"

1/2"

1/2"CW

1 1/2"CW

1 1/2"CW

1/2"CW

3/4"CW

2"CW

2"CW

P-413

WCO

WCO

FCO

WCO

WCO

P-101

FD-1

P-102

P-413

P-202

FD-1

P-102

P-606

2"

2"

2"

2" VTR

3" VTR

3"

2"

2"

2"

2"

2" 2"

2"

2"

2"

3"

2"

2"

3"

3"

3"

2"

3"

4"

3"

2"

2"

4"

3"

4"

2"

2"

4"

4"

4"

4"

4"

4"

4"

4"

4"

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

Irrigation Engineering:

EC Design Group, Ltd

400 5th St.

West Des Moines, IA 50265

(515)225-6365

Erik Christiansen

Cost Estimating, Scheduling, Value Engineering:

Leland Saylor Associates

1777 Oakland Blvd #103

Walnut Creek, CA 94596

(310)207-6900

Tommy Vest

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BIDDING DOCUMENTS

Services

OF 138

Project Director

BASE BID

C R e v it L o c a l F ile s \M

E P

.1

P A

C

IF

IC

N

A T

IO

N

A L C

E M

E T

E R

Y

C

P a u l.

W

.L ic h te n h a n .r v t

/1

/2

:3

:4

A

M

P112

PLUMBING RISERS AND

SCHEDULE

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU. HAWAII

899CM3030

JULY 15, 2021 WCR SRK

15785

NMCP

NO SCALE

PLUMBING DOMESTIC RISER

1 NO SCALE

PLUMBING WASTE&VENT RISER

P-801 WALL HYDRANT .75 [ 19 ] 5 N/A NO

P-606 OUTDOOR DRINKING FOUNTAIN 2 [ 50 ] 1.5 [ 38 ] .5 [ 13 ] 1 1 N/A NO

P-413 LAVATORY 2 [ 50 ] 1.5 [ 38 ] .5 [ 13 ] 2 2 N/A NO

METERED FAUCET, COLD WATER ONLY

P-202 URINAL WALL HUNG 2 [ 50 ] 1.5 [ 38 ] .75 [ 19 ] 2 5 N/A NO

ADA

P-102 WATER CLOSET FLOOR MTD 4 [ 75 ] 2 [ 50 ] 1 [ 25 ] 6 10 N/A NO

MANUAL FLUSH,ADA

P-101 WATER CLOSET FLOOR MTD 4 [ 75 ] 2 [ 50 ] 1 [ 25 ] 6 10 N/A NO

MANUAL FLUSH

IN [mm] IN [mm] IN [mm] IN [mm]

MARK DESCRIPTION

WASTE PIPE VENT PIPE COLD WATER HOT WATER

WASTE FIXTURE UNITS WATER FIXTURE UNITS WRIST BLADE HANDLES ELECTRIC SENSOR REMARKS

PLUMBING FIXTURE SCHEDULE

Revisions: Date:

Addendum 1 9/14/21