19-01040_Wet_lab_building.pdf

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Kihei Facility Project - Phase VI:

Renovation of Masonry Building at the Hawaiian Islands

Humpback Whale National Marine Sanctuary Headquarters, Kihei Maui, HI

FINAL SUBMITTAL

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03/30/14

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AD-101

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

4' 8'0 16'

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8" GWB

8" GWB EA SIDE

8" GWB EA SIDE

8" GWB

8" GWB

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

4' 8'0 16'

TYPICAL

FOR ALL

WALLS

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

4' 8'0 16'

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ACOUSTICAL

CEILING TILE

PERIMETER EDGE MOLDING 7

8"

MIN WITH SEISMIC CLIP OR 2"

WALL ANGLE MOLDING W/ 3

TILE OFFSET

WALL

ADHESIVE TO ACCOUSTICAL TILE

3" RIGID FOAM INSULATION

T-BAR

SUSPENDED

GRID

SYSTEM

LAY-IN ACCOUSTICAL TILE W/

RIGID FOAM BOARD ATTACHED

TO ACCOUSTICAL TILE

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A-103

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

4' 8'0 16'

GWB OVER PLYWOOD

PANEL & PAINT

GWB CEILING

SUSPENDED ACOUSTICAL TILE

CEILING SUPPORTED FROM BOTTOM

CHORDS. PROVIDE VERTICAL BRACE

STRUT AT 12' O.C. EACH WAY

ATTIC ACCESS

CEILING TILE

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A-201

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

4' 8'0 16'

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COVE BASE

STAINED CONC.

FINISH FLOOR

2" FURRED WALL

(E) CONC. EXTERIOR

WAINSCOT

GRADE

GWB SILL,

JAMB & HEAD

(E) 8" CMU WALL

STAINED CONC

FLOOR FINISH

(E) CONC. EXTERIOR

WAINSCOT

2" FURRED WALL

(E) 8" CMU

WALL

POLYMER EXTERIOR

WATERPROOF BARRIER

FINISH OVER (E) CONCRETE

SUBSTRATE (TEXTURE-FINE,

COLOR TBD) (N.I.C.)

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A-301

R-19 FIBERGLASS BATT INSULATION

SET INTO TRUSS BOTTOM CHORDS

SUSPENDED ACOUSTICAL

T-BAR COLUMN

R-19 FIBERGLASS BATT INSULATION

SET INTO TRUSS BOTTOM CHORDS

SUSPENDED ACOUSTICAL T-BAR CEILING

ANCHORED TO (E) TRUSS BOTTOM CHORD

BOTTOM OF

TRUSS CORD

FINISH FL

BOTTOM OF

TRUSS CORD

FINISH FLOOR

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6" OR 8"X8"x16"

CMU BLOCK

(PAINT TO

MATCH (E)

WAINSCOT)

#4 REBAR @8" O.C.

LOCATE HVAC ANCHOR FASTNERS TO

EQUIPMENT MOUNTING TEMPLATE

CONC EQUIPMENT PAD

CONC FOUNDATION PAD

FINISH GRADE

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RECESSED FIRE

EXTINGUISHER

SHOWER CURTAIN

36"X36"

FIBERGLASS

SHOWER INSERT

WASHER/DRYER

GOVERNMENT

FURNISHED

CONCRETE MECH

EQUIPMENT PAD

OVERHEAD CABINETS

SOLID SURFACE POLYMER

COUNTERTOP W/6" SPLASH

SLOPE TO

ASPHALT

TYPICAL

DOUBLE 6X6 POSTS

2X TRIM BOARDS

CONCRETE PEDESTAL

CAP. MATCH (E) PEDESTAL

AT ADJACENT STRUCTURE

(E) FLOODGATE RADIUS

(E) METAL FLOOD GATE DOOR (NIC) OPEN

POSITION (PROTECT FROM DAMAGE)

PROVIDE WALL

BACKING / BLOCKING

FOR ADA GRAB BARS

SS SINK

COUNTER TOP W/

6" SPLASH

OVERHEAD CABINET

RUBBER OR PLASTIC BOOT

CUSHION FIXED TO ARM

8"x1" HEXHEAD BOLT

WITH LOCK NUT SET TO

ALLOW STOP ARM TO

ROTATE

SS 14"x2"x8" W/ 4" EMBEDMENT

CONC SLAB

ROTATING ARM

FLOOD GATE DOOR

DOOR STOP

TRELLIS PEDESTAL

(E) CONC. LANDING AT EXTERIOR DOOR TO REMAIN. INSTALL

NEW LATTICE CONC. PAD TO SLOPE TO (E) ASPHALT PAVING

(E) ASPHALT

PAVING

(E) ASPHALT

PAVING

(E) ASPHALT

PAVING

S

LO

P E

T O

A S

P H

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LT

SLOPE TO

ASPHALT

8" THROUGH HOLE FPR PAD

LOCK ABOVE SWING ARM

8" THROUGH HOLE FOR

PAD LOCK ABOVE SWING

ARM

8"x1" HEXHEAD BOLT

WITH LOCK NUT SET TO

ALLOW STOP ARM TO

ROTATE

CONC.

ANCHOR CROSS

PIN WELDED TO

BAR STOCK

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03/30/14

DO NOT DISTURB (E) DOOR PASSAGE

THRESHOLD (PROTECT FROM DAMAGE)

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A-402

A B C D

A B C D

A

SUSPENDED

ACOUSTICAL T-BAY

CEILING (TYP)

GWB PAINT (TYP)

GWB (PAINT)

GWB CEILING

GWB (PAINT)

ADA SINK

FRP

LOCKER N.I.C.

GWB

VERIFY

CABINETS

GWB CEILING

GWB

LOCKER N.I.C.

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CONSTRUCTION OF THIS PROJECT WILL

2"

2"

2"

HM FRAME

JAMB ANCHOR

F.F.

(E) THRESHOLD

HM FRAME

DOOR

BOTTOM

(E) EXT

DOOR

(E) BASE

CONC. LANDING TO

MATCH FINISH FLOOR

STAINED CONC.

STRUCTURAL

WALL

INTERIOR

WALL

FINISH

STAINED

CONC.

FINISHED

FURRED

WALL

DOOR

TRIM

DOOR FRAME

INTERIOR DOOR

8" FOAM PAD

8" GWB EA SIDE5

8" GWB EA SIDE

8" 20GA MTL STUD

(E) CONC FLOOR

#3 REBAR EPOXY DOWELL TO

FLOOR @4' O.C. AND #3 CONT

HORIZONTAL REBAR AT CURB

2x12

BLOCKING

6x6 POST

6x6 SUPPORT

EA SIDE MATCH (E)

TRELLIS

6X12

6x6 POST

6x12

6X12

4" THICK

8" GWB

(E)(N)

(N) TRIM FLUSH

TO (E) DOOR

JAMB & HEAD

PAINTED

GWB

(E) EXT. DOOR

(E) EXT. CONC

WAINSCOT

(E)

FLOOD

GATE

DOOR

#3 REBAR EPOXY DOWELL TO

FLOOR @4' O.C. AND #3 CONT

HORIZONTAL REBAR AT CURB

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A-501

6x

6x12

4x12

6x12

6X6

6x

4X6

6X66X66X6

6X12

2x12

BLOCKING

6X6 POST

4x12

4x12

6X6 6X66X66X6

NOTE:

MATCH (E) SITE

TRELLIS

NOTE:

MATCH (E) SITE

TRELLIS NOTE:

MATCH (E) SITE

TRELLIS

PAINT BLACK

4" PLYWOOD ELECT

PANEL BOARD TO

COVER WINDOW

8" ANCHOR BOLTS

TO WALL @ WINDOW

PERIMETER 16" O.C.

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CONSTRUCTION OF THIS PROJECT WILL

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REFER TO SHEET A-401

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UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL

(NEW) PANEL D 208/120 VOLTS 100 AMP MAIN CIRCUIT BREAKER 10,000 AIC MIN.

3 PHASE 225 AMP BUS

4 WIRE + GROUND MANUFACTURER:

POLE AMPS NOTES NOTES AMPS POLE

EMERGENCY, TOILET & LOBBY/RECEPTION LIGHTS

540 1 20

1 5 2 2 20 1

180 AC EQUIP. GFI SERVICE RECEPACLE

LIGHTING - CONF. RM., LAB., N. OFFICE & ELECT. RM.

699 1 20

3 6 5 4 20 1

540 RECEPT. - LAB

LIGHTING - S. OFFICES, KITCHEN & SLEEPING RM.

524 1 20

5 4 4 6 20 1

500 LARGE TV MONITOR / SCREEN - LAB

ELECT. & STORAGE RMS.

60 1 20

7 1 5 8 20 1

540 RECEPT. - LAB

OUT DOOR FLOOD LIGHTS AND SCONCES

750 1 20

9 6 8 10 20 1

900 RECEPT. - OFFICES SOUTH

WASHER / DRYER (Stacked Unit)

2000 2 30 11 17 6 12 20 1

720 RECEPT. - OFFICES SOUTH

------------ 2000 -- --- 13 17 3 14 20 1

360 RECEPT. - KITCHEN

AC - CASETTE UNITS (FCU - 2 TO FCU - 7)

250 2 15 15 2 10 16 20 1

1200 MICROWAVE - KITCHEN

-------- 250 -- -- 17 2 8 18 20 1

1000 REFRIGERATOR - KITCHEN

FCU -1

352 2 15 19 3 8 20 20 1

900 RECEPT. - OFFICES NORTH + CONF. RM.

--- 352 -- --- 21 3 9 22 20 1

1080 RECEPT. - OFFICES NORTH, CONF. RM. & SMART BOARD

OAF - 1 (OUTSIDE AIR FAN) 1 100 1 15 23 1 6 24 20 1

720 RECEPT. - OFFICES NORTH + CONF. RM.

INCUBATOR 1 1668 1 20 25 14 2 26 20 1

180 RECEPT. - ELECT. ROOM

TEF - 1 (TOILET EXHAUST FAN) 1 250 1 --- 27 2 4 28 20 1

500 RECEPT. - TELEPHONE EQUIP.

FIRE ALARM 1 200 1 15

29 2 34 30

40 3

4083 ACCU - 1

LAB SINK DRAIN LIFT PUMP 1 679 1 15 2 31 6 34 32 ---- -- 4083 ACCU - 1

FUTURE HOT WATER RECIRC. PUMP (1/4 HP) 1 667 1 20 33 6 34 34 ---- -- 4083 ACCU - 1

SECURITY SYSTEM 1 200 1 15 35 2 6 36 20 1 4 720 RECEPT. - SLEEPING ROOM

TVSS 1 100 3 30 37 0.8 0.0 38 SPACE

TVSS 100 --- --- 39 0.8 40 SPACE

TVSS 100 --- --- 41 0.8 42 SPACE

CONNECTED AMPS LOAD EACH PHASE PANEL LOCATION: ELECTRICAL / MECH. ROOM

CONTINUOUS AMPS LOAD ADJUSTMENT (25%)

LARGEST MOTOR AMPS LOAD ADJUSTMENT (25%)

CONNECTED AMPS ADJUSTED FOR CONTINUOUS LOAD AND LARGEST MOTOR

CALCULATED DEMAND FACTOR ALLOWED (IEC 2011; ARTICLE - 220.86) NOTES:

DEMAND AMPS LOAD EACH PHASE 1. PROVIDE LOCKABLE CIRCUIT BREAKER 2. PROVIDE GFI BREAKER

MAXIMUM DESIGN AMPERES PER PHASE 3. CONTINUOUS LOADS 4. LARGEST MOTOR

83.9 83.5 80.3

100 100 100

97.0 94.8 92.6

0.79 0.79 0.79

106.3 102.2106.8

1.3

CIRCUIT DESCRIPTION

A B C

LOAD (AMPS) CKT

NO.

BREAKER TOTAL

WATTS

FIXTURESCIRCUIT DESCRIPTION

TOTAL

WATTS

BREAKER CKT

NO.

FIXTURES

8.5

3.0 1.1

8.58.5 rpittman Slanted Signature rpittman New Stamp rpittman Typewriter 4/30/14 rpittman Slanted Signature rpittman New Stamp rpittman rpittman New Stamp rpittman rpittman New Stamp rpittman rpittman New Stamp rpittman rpittman New Stamp rpittman