W9128A-19-B-0001_Drawings_(Part_4_of_9).pdf

C3C1

B1 B2 B3

A1

C4

A4

NOT TO SCALE

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NOT TO SCALE

MINIMUM REINFORCING AT MASONRY WALL OPENINGS

EXISTING SLAB ON GRADE

DETAIL - NEW CONCRETE PAD OVER

NOT TO SCALE

ELEVATION

NOT TO SCALE NOT TO SCALE

SECTION PLAN

NOT TO SCALE

NOT TO SCALE

TRUSS CONNECTION TO

STEEL HEADER

NOT TO SCALE

STEEL HEADER OVER TOP OF WALL OPENINGSSEMI-RECESSED CMU

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/2 /8

W

A -1

-D -0

W

A -1

-D -0

/2 /8

MAX

1'-6"

TYP

2'-0"

M A

X

TO REMAIN

CMU WEB

SHELL TO REMAIN

EXTERIOR FACE

S O

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(E

C O

N C

CLR

4"

CLR

2"

C O

N C P

A D

(N

H

IG

H

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IN

2'-6"

AREA

RECESSED

MIN

2"

TYP

6" MIN,

OPN'G, TYP

MAX 3'-3"

GAP, TYP

1/2 " MAX

(N) CMU WALL

S-504

B2

TYPAND HOOK,

BAR AS FAR AS POSSIBLE

NOT POSSIBLE EXTEND

WHERE EXTENSION IS

(2) #5

AREA

RECESSED

OUTLINE

(2) #5

S-503

A1

SIMSEE

ADDED,

(2) #5 JAMB

FULLY GROUTED

(N) CMU WALL

S-504

B3

SAFETY DWGS

ARCH AND FIRE

RECESSED. SEE

ITEM TO BE

6"

EMBED, TYP

3" EPOXY

EW, TYP

#4 AT 12" OC

DOWELS, EW

EPOXY EMBEDDED

#4 AT 12" OC

MINIMUM AMPLITUDE

SURFACE TO 1/4"

ROUGHEN CONC

(E) FF

ELEVATION

PLAN - JAMB OR END OF WALL

LINTEL AND TOP OF WALL

40 DIA OR 2'-0" MIN

(2) #5

FLOOR LINE

TOP OF FOOTING

REINF

TYP WALL

REINF

LINTEL

SINGLE MAT

HOOK

#5

REINF

TYP WALL

SINGLE MAT

AND HOOK, TYP

BAR AS FAR AS POSSIBLE

NOT POSSIBLE EXTEND

WHERE EXTENSION IS

WALL

TOP OF

EXTEND 2'-0" MIN PAST FACE OF OPENING.

WIDTH OTHERWISE EXTEND 40 BAR DIA OR

ROOF WHERE OPENING EXCEEDS 4'-0" IN

EXTEND JAMB BARS FL TO FL OR FL TO

NOTE:

OPN'G AT TOP OF WALL

FOR REINF AND

SEE PLAN OR SCHEDULE FOR

NOTE:

POSSIBLE

EMBEDMENT NOT

WHERE MIN

STANDARD HOOK

S-504

A4

(2) #6 FOR OPNGS 5'-0" TO 7'-0"

(2) #5 FOR OPNGS LESS THAN 5'-0"

LINTEL REINFORCING:

TO REMAIN

3" CMU WEB

TO REMAIN

FACE SHELL

EXTERIOR

OF CMU WEB

EXTEND TO CUT FACE

RECESSED AREA.

GROUT IN BACK OF

SAFETY DWGS

ARCH AND FIRE

RECESSED. SEE

ITEM TO BE

S-503

A1

TYP , SEE

JAMB BARS

S-504

C4

SEE MECH

DUCT OPN'GS,

PIER BETWEEN OPN'GS

EMBED AT 8" AT WALL

ROD W/ 8" EPOXY

5/8" DIA THREADED

S-503

A4

(N) CMU WALL

WALL

CMU

TOP OF

MIN 5'-6"

MIN 5'-6"

(8) RODS EA SIDE OF OPN'GS)

EPOXY EMBED AT 8", TYP (MIN

5/8" DIA THREADED ROD W/ 8"

BM PER

TYP LIGHTGAGE BOX

AT TOP OF WALL

OVER ADJACENT OPN'GS

HDG HSS8x2x5/16 CONT

CONN

TRUSS

AT

OPENING.CMU BLOCKS MAY BE CUT AT DUCT 2.

CLARITY.ROOF TRUSSES NOT SHOWN FOR 1.

NOTE:

HSS HEADER PER A4

WELD OR SCREW TO HSS

CONNECTOR BOTH SIDES.

CAPACITY. PROVIDE

MINIMUM 1175 LBS UPLIFT

CONNECTOR 68 MILS THICK,

PRE-MANUFACTURED

BOTH SIDES

PROVIDE CONNECTOR

610 LBS CAPACITY.

MILS x 3" LONG MINIMUM

SKEWABLE ANGLE, 54

PRE-MANUFACTURED

S-504

SEE NOTES ON SHT S-505

NOTE: DIRECTION

LOADING

B1

C4

A3A1 A2

NOT TO SCALE

TRUSS ELEVATIONS AND NOTES

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NOT TO SCALE

STEEL DECK SCHEDULE AND DETAILS

NOT TO SCALE

TRUSS CONNECTIONS

NOT TO SCALE

EAVE BLOCKING

NOT TO SCALE

TYPICAL SOLID

BLOCKING DETAIL

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W

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A -1

-D -0

/2 /8

DECK SECTION AT END SUPPORT

DECK SECTION AT SIDE SUPPORT

MAX

1/2"

B

F

G

S16

2-6

400S162-68

S1

62-

400S162-68

PLATE BOTH SIDES

PROVIDE GUSSET

S -6

400S162-68

600S162-68

400S162-68

400S162-68

S1

62-

S -6

400S162-68

400S162-68

S -6

TRUSS T-3

HIP

400S162-68600 S16

2-6

PLATE BOTH SIDES

PROVIDE GUSSET

TRUSS T-1

RAFTER T-4

GIRDER TRUSS T-2

JACK TRUSS T-4

HIP TRUSS T-3

600T200-68

600S162-68

AND 600S162-68

WITH 600T200-68

NESTED BOX

C

C

E 400T200-68

400S162-68

TRUSS T-2

GIRDER

D

600T200-68

600S162-68

C

400S162-68

400T200-68

400S162-68

AND 400S162-68

WITH 400T200-68

NESTED BOX

A

ATTACHMENTS

FOR CONNECTOR A

PLATE BOTH SIDES

PROVIDE GUSSET

400S162-68

A

AND 600S162-68

WITH 600T200-68

NESTED BOX

AND 400S162-68

WITH 400T200-68

NESTED BOX

TOP CHORD

TRUSS T-3

HIP

F

600S162-68

PER

FASCIA

S-506

C5

SEE COLD-FORMED (LIGHT GAGE) STEEL FRAMING NOTES FOR INFORMATION NOT FOUND HERE.13.

MANUFACTURER WITH AT LEAST (4) YEARS OF EXPERIENCE IN HAWAII.

ALL ROOF TRUSSES SHALL BE MANUFACTURED BY A QUALIFIED, PRE-ENGINEERED TRUSS 12.

BETWEEN TRUSS AND SUPPORT WALLS.

MANUFACTURER SHALL DESIGN AND SPECIFY ALL CONNECTORS BETWEEN TRUSSES AND

CONNECTORS SHOWN ON TRUSS ELEVATIONS ARE USED AS A GUIDE ONLY. THE TRUSS 11.

SHALL INCREASE SIZE AS NEEDED.

MINIMUM TRUSS MEMBER SIZES ARE SHOWN IN THE ELEVATIONS. TRUSS MANUFACTURER 10.

B. TRUSS T-2 : 2800 LBS IN COMPRESSION (ASD LOAD INCLUDING 1.4 SEISMIC STEEL FACTOR)

A. TRUSS T-1 : 1200 LBS IN COMPRESSION (ASD LOAD INCLUDING 1.4 SEISMIC STEEL FACTOR)

LOAD:

TRUSS T-1 AND TRUSS T-2 SHALL BE DESIGNED TO TRANSFER THE FOLLOWING COLLECTOR

LATERAL LOADS FROM ONE WALL TO THE OPPOSITE-SIDE WALL. THE BOTTOM CHORD OF

THE BOTTOM CHORDS OF T-1 AND T-2 ARE COLLECTOR STRUTS TRANSFERRING TOP OF WALL 9.

TYPICAL TRUSS DESIGN SHALL BE AS INDICATED IN THE SPECIFICATIONS.8.

SHALL DETERMINE ACTUAL WEB CONFIGURATION.

WEB CONFIGURATIONS SHOWN ON ELEVATIONS ARE SCHEMATIC. TRUSS MANUFACTURER 7.

SEE ARCHITECTURAL DRAWINGS FOR SLOPES OF TOP AND BOTTOM CHORDS.6.

CONTRACTOR AND TRUSS MANUFACTURER SHALL VERIFY ALL TRUSS DIMENSIONS.5.

ONLY FROM REVIEWED DRAWINGS.

PRIOR TO SUBMITTAL OF THE SHOP DRAWING FOR REVIEW. TRUSSES SHALL BE FABRICATED

ALL ROOF TRUSS SHOP DRAWINGS SHALL BE STAMPED AND SIGNED BY THE SAME ENGINEER

ALL ROOF TRUSSES SHALL BE DESIGNED BY A HAWAII LICENSED STRUCTURAL ENGINEER AND 4.

THE DEAD LOAD DEFLECTION.

THE COMBINED DEAD + LIVE LOAD. CHAMBER SHALL BE PROVIDED IN THE TRUSSES EQUAL TO

MAXIMUM DEFLECTION OF THE TRUSSES SHALL BE LESS THAN THE (SPAN LENGTH/240) UNDER 3.

GOVERNING BUILDING CODE.

WIND AND EARTHQUAKE FORCES SHALL ALSO BE ACCOUNTED FOR AS SPECIFIED IN THE 2.

(REDUCIBLE PER IBC)

= 16 PSFROOF LIVE LOAD (4:12 THRU 12:12)

= 4 PSFCEILING DEAD LOAD

= 15 PSFROOF DEAD LOAD (NOT INCLUDING TRUSS SELF LOAD)

TRUSS DESIGN LOADS:1.

PRE-ENGINEERED TRUSS NOTES

MANUFACTURER

#10 SCREWS PER

PER MANUFACTURER

1/4" CONC SCREWS

PER MANUFACTURER

ANCHOR BOLTS

MANUFACTURER

#14 SCREWS PER

E

D F

G

CONNECTORS F AND GCONNECTORS D AND E

CONNECTOR A CONNECTOR B CONNECTOR C

GIRDER TRUSS T-2

HIP TRUSS T-3

SIDES

CONNECTOR BOTH

CAPACITY. PROVIDE

MINIMUM 610 LBS

54 MILS x 3" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

MANUFACTURER

#10 SCREWS PER

PER MANUFACTURER

1/4" CONC SCREWS

CAPACITY.

MINIMUM 750 LBS

54 MILS x 5" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

CAPACITY.

MINIMUM 610 LBS

54 MILS x 3" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

CONNECTIONS

TRUSS

STEEL DECK TO

FOR SEE 2.

MEMBERS.

STEEL FRAMING

COLD-FORMED

BETWEEN

CONNECTION

S-002 FOR TYPICAL

NOTE 5 IN SHEET

STEEL FRAMING

SEE COLD-FORMED 1.

NOTES:

S-505

C4

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

FOR EACH OF (2)

1175 LBS UPLIFT CAPACITY

68 MILS THICK, MINIMUM

TWIST STRAP CONNECTOR,

PRE-MANUFACTURED

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

MINIMUM 6000 LBS UPLIFT

VARIABLE GIRDER TIE DOWN,

PRE-MANUFACTURED

BOTH SIDES

PROVIDE CONNECTORS

EACH OF (4) CONNECTORS.

610 LBS CAPACITY FOR

MILS x 3" LONG MINIMUM

SKEWABLE ANGLES, 54

(2) PRE-MANUFACTURED

DIRECTION

LOADING

DIRECTION

LOADING

DIRECTION

LOADING

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY EACH OF (2)

x 3" LONG MINIMUM 610 LBS

SKEWABLE ANGLE, 54 MILS

PRE-MANUFACTURED

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

5" LONG MINIMUM 750 LBS

SKEWABLE ANGLE, 54 MILS x

PRE-MANUFACTURED

DIRECTION

LOADING

DIRECTION

LOADING

DIRECTION

LOADING

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

FOR EACH OF (2)

1175 LBS UPLIFT CAPACITY

68 MILS THICK, MINIMUM

TWIST STRAP CONNECTOR,

PRE-MANUFACTURED

DECK TYPE

OR BLOCKING

TRUSS TOP CHORD

OR BLOCKING

TRUSS TOP CHORD

PROPERTIES

SECTION

ATTACHMENT

SUPPORT

AT END

SUPPORT

AT SIDE

AT SEAM

SPACED AT 12"

ATTACHMENTS

BUTTON PUNCH.

OR CRIMP, OR

#12 SCREWS,

SHEAR CAPACITY

ALLOWABLE

AT 6"

#12 SCREWS 1000 LB/FT

SHEAR CAPACITY IN SCHEDULE SHALL BE MET FOR THE SYSTEM.

ATTACHMENT SYSTEMS DESCRIBED IN SCHEDULE ARE A GUIDE TO MINIMUMS ONLY. ALLOWABLE

NOTE:

THICKNESS

LEG TO MATCH DECK

AT END SUPPORT. VERT

16 GA CONT BENT PLATE

DECK THICKNESS

LEG TO MATCH

SUPPORT. VERT

PLATE AT SIDE

16 GA CONT BENT

GALVANIZED

B ROOF DECK,

18 GAUGE

1 1/2" THICK,

-S = 0.248 IN3

+S = 0.235 IN3

I = 0.216 IN4

36" WIDE DECK

PATTERN

FASTENER

WITH 36/7

#12 SCREWS

1" TYP

SCREWS EA LEG, TYP

BLOCKING W/ (2) #12

JOIST OR STUD AND

ANGLE: ATTACH TO

2"x2"x16 GA CLIP

(FULL DEPTH)

SOLID BLOCKING

JOIST OR STUD

SCREW WEB DIRECTLY TO

BLOCKING, BEND WEB AND

ANGLES, CLIP FLANGES OF

OPTION: IN LIEU OF CLIP

BOX BM PER

S-505

C4

PER PLAN

STL DECK

12" BOTH EDGES

#12 SCREWS AT

PER

SUPPORT SCREWS

SIDE SUPPORT/ END

BLK'G, TYP

600T200-54 EAVE

BEYOND

TRUSS CHORD

AS REQ'D)

WITH (4) #12

LAP SPLICE

(PROVIDE 6"

1200T200-54

CONT

S-503

A4

SECTION)

OF BLOCKING CROSS

MAX FROM CORNER

#12 SCREWS AT 6" (1/2"

C1 C3 C5

NOT TO SCALE

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TYPICAL RIDGE SECTION

AT TRUSSES

NOT TO SCALE

HIP TRUSS

NOT TO SCALE

TYPICAL METAL FASCIATYPICAL SECTION AT

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W

A -1

-D -0

W

A -1

-D -0

/2 /8

MAX

1"

MAX

1/2 "

6"6"

CHORD

TRUSS TOP

#12 AS REQ'D)

LAP SPLICE W/ (4)

(PROVIDE 6" MIN

TRUSS, TYP

#12 AT EA

C4

S-505

6"6"

#12 AS REQ'D)

LAP SPLICE W/ (4)

(PROVIDE 6" MIN

PLAN

STL DECK PER #12 AT 24" ES

C4

S-505

6"

6"

#12 AS REQ'D)

LAP SPLICE W/ (8)

(PROVIDE 12" MIN

CONT 14 GA FASCIA

(2) #12 AT EA TRUSS

(2) #12 EA LEG

CLIP ANGLE W/

2" x 2" x 16 GA

CHORD

TRUSS TOP

PER PLAN

STL DECK

BENT PL

CONT 16 GA RIDGE

AS NEEDED PER

SIDE SUPPORT SCREWS BENT PL

CONT 16 GA RIDGE

AS NEEDED PER

SUPPORT SCREWS

SIDE SUPPORT/END

CONNECTION, TYP

PER TRUSS

W/ (2) #10 SCREWS

CONT BRACE, TYP

CLARITY, TYP

FOR GRAPHICAL

SHOWN LOOSE

CHORD PER PLAN

HIP TRUSS TOP

C1 C3

D4

NOT TO SCALE

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CONCRETE CRACK REPAIR BY GRAVITY FED

EPOXY GROUT)

EPOXY CRACK HEALER (NON-PRESSURE

NOT TO SCALE

DETAIL - PIPE BOLLARD

NOT TO SCALE

DETAIL

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-4

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E S

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/2 /8

W

A -1

-D -0

W

A -1

-D -0

/2 /8

E M

B E

D

2'-6"

C L

R

" 6

C L

R

C

LR

3"

UP TO 1-1/4"

(E) CRACK WIDTHS

CIRCULAR CONC FTG

BARS

(6) #6 VERT

REQUIREMENTS, TYP

SUBGRADE AND FILL

ON SHEET S-001 FOR

SEE FOUNDATION NOTES

ROUNDED CONC CAP

AT 6" OC

SPIRAL PITCH

TIES OR

(4) #3 CLOSED

PER PLAN

PAVEMENT

TOP OF

CROWN

PROVIDE

VISIBILITY YELLOW PAINT

PAINTED W/ OSHA HIGH

CONC FILLED BOLLARD

HDG HSS4.500x0.375

S-507

D4

ISOLATED FTG

GRAVITY FEED

REPAIR CRACK BY

SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.A5.

APPLICATION PER THOSE RECOMMENDATIONS.

EPOXY WITH OVEN DRIED SAND PRIOR OR DURING

CRACK WHEN RECOMMENDED BY MANUFACTURER, FILL A4.

CRACK HEALER (NON-PRESSURE GROUT) TO SEAL CRACKS.

EPOXY FOR CRACKS IN SLAB-ON-GRADE USE GRAVITY FED A3.

MANUFACTURER RECOMMENDATIONS.

CLEAN CRACK AND REMOVE LOOSE MATERIAL PER A2.

WIDTH.

INCHES IN REPAIR CRACKS GREATER AND EQUAL TO 1/8 A1.

A3A1

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

DEMOLITION FOR MIDDLE FOOTING

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

DEMOLITION FOR COMBINED FOOTING

GRAPHICS SCALE

SCALE: 1'' = 1'-0''

01' 1' 2'

R H

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DETAIL - BUILDING 131A/131 AND 142A/142

DETAIL - BUILDING 131A/131 AND 142A/142

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W

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W

A -1

-D -0

5'-0" MIN

5"

SEE ARCH DWGS

DWGS

SEE ARCH

EMBED, TYP

6" EPOXY

ABOVE

MATCH CMU

EMBED, TYP

6" EPOXY

S-501

A3

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SLAB-ON-GRADE,

3'-4" MIN REPLACED

S-501

B4

TYPSEE

WHERE OCCURS,

(N) PIPE THRU WALL

S-501

B3

#5 AT 12" T&B(6) #5 T&B CONT

DETAIL FOR DEMO SEE

GRADE

SLAB-ON-

(E) CONC

S-508

C1

S-501

A3

ANDSEE

SLAB-ON-GRADE,

1'-6" MIN REPLACED

S-501

B4

#4 AT 12" T&B

TYPSEE

WHERE OCCURS,

(N) PIPE THRU WALL

S-501

B3

DETAIL FOR DEMO SEE

S-508

A1

OC, EW

#4 AT 16"

GRADE

SLAB-ON-

(E) CONC

SEE MEP DWGS, TYP

WHERE OCCURS,

PIPE IN CHASE

#5 AT 12" HORIZ

EXTERIOR

GRADE

(E) FINISHED

CONT

(4) #5 T&B

(N) CONC WALL

S-508

C3

S-508

A3

AND FTG, SEE

OUTLINE OF (N) CMU WALL

AND FTG, SEE

OUTLINE OF (N) CMU WALL

SLAB EDGE

REMOVE

(2) #4

#4 AT 16"

#4 AT 16" OC, EW

SIDE OF (N) FTG

SLAB-ON-GRADE EA

REMOVE 4'-0" MIN OF

PER PLAN

(N) CMU WALL

PER PLAN

(N) CMU WALL

ELEV PER CIVIL

FINISH GRADE

4" THK BTB

BARRIER

VAPOR

4" THK BTB

BARRIER

VAPOR

A1 A3

A5

NOT TO SCALE

G

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NOT TO SCALE

NOT TO SCALE

TYPICAL SECTION

AT HIP TRUSS

R H

J S -5

.d g n

S-509

BLDG. TYPE A

S H

O W

E R /L

A T

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IN

E D

U P

L E

X D

E T

A

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S B

U

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D

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A /1

A /1

BUILDING 131A/131 AND 142A/ 142 TRUSS ELEVATIONS AND NOTES BUILDING 131A/131 AND 142A/ 142 TRUSS CONNECTIONS

S O

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A N

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/2 /8

W

A -1

-D -0

W

A -1

-D -0

/2 /8

S16

2-6

400S162-68

PLATE BOTH SIDES

PROVIDE GUSSET

S -6

400S 162-68

600S162-68

400S162-68

400S162-68

400S162-68 400S162-68

S -6

400S162-68

S16

2-6

PLATE BOTH SIDES

PROVIDE GUSSET

600T200-68

600S162-68

400T200-68

400S162-68

600T200-68

600S162-68

400S162-68

400T200-68

400S162-68

AND 400S162-68

WITH 400T200-68

NESTED BOX

400S162-68

AND 600S162-68

WITH 600T200-68

NESTED BOX

AND 400S162-68

WITH 400T200-68

NESTED BOX

B-3

F-3

G-3

D-3

C-3

E-3

JACK TRUSS T-4-3

HIP TRUSS T-3-3

C-3

TRUSS T-1-3

GIRDER TRUSS T-5-3

A-3

S -6

INTERMEDIATE TRUSS T-6-3

I-3 I-3

H-3H-3

H-3 H-3

A-3

C-3

A-3

A-3600 S16

2-6

600S162-68

S -6

400S162-68

400S162-68

400S162-68

600S162-68

F-3

RAFTER T-4-3

T-3-3

TRUSS

HIP

TRUSS T-5-3

GIRDER

PLATE BOTH SIDES

PROVIDE GUSSET

ATTACHMENTS

FOR CONNECTOR A-3

PLATE BOTH SIDES

PROVIDE GUSSET

TOP CHORD

TRUSS T-3-3

HIP

PER

FASCIA

S-506

C5

SEE SHEET S-505 FOR PRE-ENGINEERED TRUSS NOTES.2.

B. TRUSS T-5-3: 2800 LBS IN COMPRESSION (ASD LOAD INCLUDING 1.4 SEISMIC STEEL FACTOR)

A. TRUSS T-1-3 AND T-5-3: 1200 LBS IN COMPRESSION (ASD LOAD INCLUDING 1.4 SEISMIC STEEL FACTOR)

TRUSS T-2 SHALL BE DESIGNED TO TRANSFER THE FOLLOWING COLLECTOR LOAD:

LATERAL LOADS FROM ONE WALL TO THE OPPOSITE-SIDE WALL. THE BOTTOM CHORD OF TRUSS T-1 AND

THE BOTTOM CHORDS OF T-1-3, T-5-3 AND T-6-3 ARE COLLECTOR STRUTS TRANSFERRING TOP OF WALL 1.

NOTES:

GRAPHICAL CLARITY, TYP

SHOWN LOOSE FOR

600T200-68 AND 600S162-68

NESTED BOX WITH

H-3 SIMWHERE OCCURS

CMU WALL

H-3 SIM

H-3SIM

H-3 SIM

H-3SIM

400S 162-68

400S 162-68 40

0S

2-

H-3 SIM

H-3SIM

MANUFACTURER

#10 SCREWS PER

PER MANUFACTURER

1/4" CONC SCREWS

MANUFACTURER

#10 SCREWS PER

PER MANUFACTURER

1/4" CONC SCREWS

S-505

C4

CONNECTOR A-3 CONNECTOR B-3

CAPACITY.

MINIMUM 750 LBS

54 MILS x 5" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

CAPACITY.

MINIMUM 750 LBS

54 MILS x 3" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

D-3

E-3

F-3

G-3

CONNECTORS D-3 AND E-3

CONNECTORS F-3 AND G-3

GIRDER TRUSS T-5-3

HIP TRUSS T-3-3

PER MANUFACTURER

ANCHOR BOLTS

MANUFACTURER

#14 SCREWS PER

CONNECTOR C-3

CONNECTOR H-3

MANUFACTURER

#14 SCREWS PER

CONNECTOR I-3

PER MANUFACTURER

ANCHOR BOLTS

MANUFACTURER

#10 SCREWS PER

PER MANUFACTURER

1/4" CONC SCREWS

DIRECTION

LOADING

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

THICK, MINIMUM 1175 LBS UPLIFT

STRAP CONNECTOR, 68 MILS

PRE-MANUFACTURED TWIST

BOTH SIDES

PROVIDE CONNECTOR

OF (2) CONNECTORS.

CAPACITY FOR EACH

MINIMUM 610 LBS

MILS x 3" LONG

SKEWABLE ANGLE, 54

PRE-MANUFACTURED

DIRECTION

LOADING

CONNECTORS BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (4)

x 3" LONG MINIMUM 610 LBS

SKEWABLE ANGLES, 54 MILS

(2) PRE-MANUFACTURED

DIRECTION

LOADING

DIRECTION

LOADING

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

5" LONG MINIMUM 750 LBS

SKEWABLE ANGLE, 54 MILS x

PRE-MANUFACTURED

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

x 3" LONG MINIMUM 610 LBS

SKEWABLE ANGLE, 54 MILS

PRE-MANUFACTURED

DIRECTION

LOADING

DIRECTION

LOADING

BOTH SIDES

PROVIDE CONNECTOR

EACH OF (2) CONNECTORS.

UPLIFT CAPACITY FOR

DOWN, MINIMUM 6000 LBS

VARIABLE GIRDER TIE

PRE-MANUFACTURED

BOTH SIDES

PROVIDE CONNECTOR

EACH OF (2) CONNECTORS.

UPLIFT CAPACITY FOR

DOWN, MINIMUM 6000 LBS

VARIABLE GIRDER TIE

PRE-MANUFACTURED

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

THICK, MINIMUM 1175 LBS UPLIFT

STRAP CONNECTOR, 68 MILS

PRE-MANUFACTURED TWIST

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

THICK, MINIMUM 1175 LBS UPLIFT

STRAP CONNECTOR, 68 MILS

PRE-MANUFACTURED TWIST

S-503

A4

AT TOP OF WALL.

FOR BOX BEAM CONNECTION SEE3.

CONNECTIONS.

FOR STEEL DECK TO TRUSS SEE 2.

BETWEEN COLD-FORMED STEEL FRAMING

IN SHEET S-002 FOR TYPICAL CONNECTION

SEE COLD-FORMED STEEL FRAMING NOTE 5 1.

6"6"BENT PL

CONT 16 GA

#12 AS REQ'D)

LAP SPLICE W/ (4)

(PROVIDE 6" MIN

#12 AT 24" ES

PL PER

FROM DECK TO BENT

SUPPORT SCREWS

SIDE SUPPORT/END

C4

S-505

AND 600S162-54 BOX BM

NESTED 600T200-54

#12 AT 6" T&B

A3

S-509

ENDS OF BOX BM.

TYPE D-3 SIM AT BOTH

CONNECTIONAPPLY

NOTE:

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GRAPHICS SCALE

DEMOLITION DETAIL

B U

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D

IN

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A U

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S

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E .d g n

S-510

BLDG. TYPE E

DETAIL - BUILDING 121

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

1' 6" 1'

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

S O

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US Army Corps

A N

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W

A -1

-D -0

W

A -1

-D -0

1'-6"

SLAB-ON-GRADE

MIN 1'-6" REMOVED

#4 CONT

PER PLAN

CONC CURB

AT 12"

#4 VERT DOWEL

SLAB-ON-GRADE

(E) CONC

CONT

(2) #4 T&B

#4 AT 12" BOT

EMBEDDED, TYP

#4 AT 16" EPOXY

DETAIL FOR DEMO SEE

S-510

C1

S-510

C3

PER

CURB AND FTG

OUTLINE OF (N)

G

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

DEMOLITION DETAIL

GRAPHICS SCALE

SCALE: 1'' = 1'-0''

01' 1' 2'

B U

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A T

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S

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F .d g n

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BLDG. TYPE F

DETAIL - BUILDING 133

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A N

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E A

D

IN

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S

/2 /8

W

A -1

-D -0

W

A -1

-D -0

SEE ARCH DWGS

S-501

A3

ANDSEE

SLAB-ON-GRADE,

1'-6" MIN REPLACED

S-501

B4

OC, EW

#4 AT 16"

#4 AT 12" T&B

DETAIL FOR DEMO SEE

GRADE

SLAB-ON-

(E) CONC

S-511

C1

MATCH ADJACENT FFE

FINISH GRADE TO

REMOVED SLAB

MIN 5'-0"

CONT

(4) #5 T&B

WALL AND FTG PER

OUTLINE OF (N) CMU

S-511

C3

PER PLAN

(N) CMU WALL

4" THK BTB

BARRIER

VAPOR

B1 B3

NOT TO SCALE

G

G U

T

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R R

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B

C E

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K S

H

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A W

A

G E

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G E G

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R R

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NOT TO SCALE

B U

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D

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A T

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A

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S

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F .d g n

S-512

BLDG. TYPE F

BUILDING 133 LATRINE - TRUSS ELEVATIONS AND NOTES BUILDING 133 LATRINE - TRUSS CONNECTIONS

S O

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A T

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N N

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PROVIDE GUSSET

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400T200-68

400S162-68

400S162-68

400T200-68

400S162-68

AND 400S162-68

WITH 400T200-68

NESTED BOX

AND 600S162-68

WITH 600T200-68

NESTED BOX

AND 400S162-68

WITH 400T200-68

NESTED BOX

B-4

F-4

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SEE SHEET S-505 FOR PRE-ENGINEERED TRUSS NOTES.1.

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PER

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600T200-68

600S162-68

FOR GRAPHICAL CLARITY, TYP

AND 600S162-68 SHOWN LOOSE

NESTED BOX WITH 600T200-68

PER MANUFACTURER

ANCHOR BOLTS

MANUFACTURER

#14 SCREWS PERMANUFACTURER

#10 SCREWS PER

PER MANUFACTURER

1/4" CONC SCREWS

BOTH SIDES

PROVIDE CONNECTORS

610 LBS CAPACITY EACH.

MILS x 3" LONG MINIMUM

SKEWABLE ANGLES, 54

(2) PRE-MANUFACTURED

CAPACITY.

MINIMUM 750 LBS

54 MILS x 5" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

CAPACITY.

MINIMUM 610 LBS

54 MILS x 3" LONG

SKEWABLE ANGLE,

PRE-MANUFACTURED

CONNECTOR B-4 CONNECTOR C-4

F-4

G-4

E-4

D-4

HIP TRUSS T-3-4

GIRDER TRUSS T-2-4

CONNECTORS D-4 AND E-4

CONNECTORS F-4 AND G-4 CONNECTOR H-4

PER MANUFACTURER

ANCHOR BOLTS

MANUFACTURER

#14 SCREWS PER

DIRECTION

LOADING

BOTH SIDES

PROVIDE CONNECTOR

EACH OF (2) CONNECTORS.

UPLIFT CAPACITY FOR

DOWN, MINIMUM 6000 LBS

VARIABLE GIRDER TIE

PRE-MANUFACTURED

CONNECTOR BOTH SIDES

CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

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SKEWABLE ANGLE, 54 MILS x

PRE-MANUFACTURED

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CONNECTORS. PROVIDE

CAPACITY FOR EACH OF (2)

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PRE-MANUFACTURED

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PROVIDE CONNECTOR

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PRE-MANUFACTURED

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LOADING

DIRECTION

LOADING

DIRECTION

LOADING

DIRECTION

LOADING

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UPLIFT CAPACITY FOR EACH OF

THICK, MINIMUM 1175 LBS

STRAP CONNECTOR, 68 MILS

PRE-MANUFACTURED TWIST

S-505

C4

S-503

A4

AT TOP OF WALL.

FOR BOX BEAM CONNECTION SEE3.

CONNECTIONS.

FOR STEEL DECK TO TRUSS SEE 2.

BETWEEN COLD-FORMED STEEL FRAMING

IN SHEET S-002 FOR TYPICAL CONNECTION

SEE COLD-FORMED STEEL FRAMING NOTE 5 1.

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MECHANICAL GENERAL NOTES:

1. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE MILITARY HANDBOOKS, MILITARY ENGINEERING TECHNICAL LETTERS, INTERNATIONAL BUILDING CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL FIRE CODE, NATIONAL FIRE PROTECTION ASSOCIATION CODE, NATIONAL ELECTRICAL CODE, ASME BOILER AND PRESSURE VESSEL CODE, ASME PRESSURE PIPING CODE, UFC 1-200-02, UFC 3-401-01, UFC

3-410-01, AND ALL OTHER AGENCIES HAVING JURISDICTION.

2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE COMPLETE INSTALLATION OF SYSTEMS TO FUNCTION AS DESCRIBED AND SPECIFIED. THE OMISSION OF REFERENCE TO ANY NECESSARY ITEM OF LABOR OR MATERIAL SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH LABOR AND MATERIAL.

3. ALL EQUIPMENT SHALL BE CAPABLE OF FITTING INTO THE SPACES ALLOCATED WHILE MEETING THE MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. REVIEW ALL SPACES WHERE EQUIPMENT IS TO BE INSTALLED PRIOR TO ORDERING OF EQUIPMENT AND NOTIFY THE ENGINEER OF ANY INADEQUATE CLEARANCES OR CONDITIONS THAT WILL PREVENT THE PROPER INSTALLATION, MAINTENANCE, AND OPERATION OF THE

EQUIPMENT.

4. PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF EQUIPMENT, PIPING, AND DUCTWORK SHOWING COORDINATION OF ALL WORK WITH ALL OTHER TRADES, INCLUDING PLUMBING, FIRE SPRINKLER, FIRE ALARM, CONTROLS, ELECTRICAL, AND COMMUNICATION SYSTEMS. COORDINATION DRAWINGS SHALL OVERLAY HVAC, PLUMBING, FIRE SPRINKLER, ELECTRICAL, AND FIRE ALARM SYSTEMS, AND ALL CONFLICTS BETWEEN TRADES SHALL BE

NOTED AND RESOLVED.

5. VERIFY AND COORDINATE ALL ROOF, WALL, AND FLOOR PENETRATIONS WITH THE STRUCTURAL AND

ARCHITECTURAL DRAWINGS PRIOR TO THE START OF CONSTRUCTION.

6. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER BEFORE MAKING ANY PENETRATIONS THROUGH

STRUCTURAL MEMBERS, WALLS, AND SLABS.

7. VERIFY THE EXACT LOCATION , SIZE, AND INVERT OF ALL EXISTING SEWER, STORM DRAIN, AND WATER LINES AT

THE NEW POINT OF CONNECTION PRIOR TO THE START OF CONSTRUCTION.

8. TONE AND LOCATE ALL UTILITY LINES OR OTHER INTERFERENCES IN AREAS OF PROPOSED TRENCH WORK PRIOR

TO START OF EXCAVATION. REPAIR OR PAY FOR ALL DAMAGES TO EXISTING UTILITIES.

9. DRAWINGS DO NOT ATTEMPT TO SHOW EXACT DETAILS OF PIPING AND DUCTWORK. PROVIDE OFFSETS AS NECESSARY TO AVOID LOCAL OBSTRUCTIONS OR INTERFERENCE WITH OTHER TRADES. REVIEW ALL PIPING AND DUCT RUNS PRIOR TO FABRICATION AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY

INTERFERENCE AND/OR LACK OF ADEQUATE CLEARANCES.

10. SHOULD PROJECT CONDITIONS REQUIRE REARRANGEMENT OF WORK, MARK SUCH CHANGES ON THE AS-BUILT DRAWINGS. IF THESE CHANGES REQUIRE ALTERNATE METHODS TO THOSE APPROVED BY THE CONTRACT DOCUMENTS, SUBMIT SHOP DRAWINGS SHOWING THE PROPOSED ALTERNATE METHODS TO THE CONTRACTING

OFFICER FOR REVIEW. DO NOT PROCEED UNTIL REVIEWED.

11. PATCH AND PAINT ALL EXPOSED MATERIAL, INCLUDING DUCTWORK, TO MATCH ADJACENT SURFACES OR AS

INDICATED.

12. REPAIR ANY DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM THE INSTALLATION OF MECHANICAL ITEMS.

THE AREAS REPAIRED SHALL MATCH THE ADJACENT SURFACES IN TEXTURE AND COLOR.

13. PROPERLY FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR PARTITIONS WITH A UL APPROVED SYSTEM APPROPRIATE FOR THE PENETRATION TYPE AND FIRE RATING. FIRESTOP ALL

PENETRATIONS BETWEEN FLOORS.

14. PROVIDE ACCESS PANELS TO ALL CONCEALED VALVES, DAMPERS, AND EQUIPMENT. PANELS SHALL BE MILCOR OR EQUAL. COORDINATE THE LOCATION OF ACCESS PANELS TO INSURE THAT THE EQUIPMENT CAN BE

MAINTAINED ADEQUATELY.

15. PROVIDE ISOLATION VALVES ON PIPING BRANCH LINES AND VOLUME DAMPERS ON DUCTWORK BRANCH LINES

WHETHER SHOWN ON THE DRAWINGS OR NOT.

16. SEISMICALLY BRACE ALL EQUIPMENT, PIPING, AND DUCTWORK IN ACCORDANCE WITH THE IBC .

17. INSTALL CONDENSATE DRAINS AT A MINIMUM SLOPE OF 1/4” PER FOOT. INDIVIDUAL UNIT CONDENSATE DRAINS

SHALL BE 1” DIAMETER LINES AND 1 ¼” FOR COMBINED LINES UNLESS OTHERWISE INDICATED.

18. INSULATE ALL SEWER PIPING RECEIVING AIR CONDITIONING CONDENSATE DRAINS, ICE DRAINS, OR ANY OTHER COLD LIQUID WHICH MAY CREATE CONDENSATION, FROM POINT OF CONNECTION TO TOP OF CONCRETE SLAB-ON-GRADE. INSULATE FLOOR DRAIN AND FLOOR SINK BODIES EXPOSED TO AIR BELOW THE FLOOR.

19. ROUTE ALL CONTROL AND MOTOR STARTER WIRING IN CONDUIT.

20. MOUNT ALL ROOM THERMOSTATS AT 4'-0” ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.

21. ALL DUCT DIMENSIONS SHOWN ARE NET DIMENSIONS.

22. PROVIDE ALL EXTERIOR DUCTWORK WITH CROWNING TO PREVENT WATER ACCUMULATION ON THE TOP OF THE

DUCT.

DESCRIPTIONABBRV.SYMBOL

CD CONDENSATE DRAINCD

FLEXIBLE CONNECTIONFLEX. CONN.

TURNING VANES

T THERMOSTATT-STAT

VOLUME DAMPERVD

NOT TO SCALENTS

SF SUPPLY FAN

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OA OUTDOOR AIR

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CUBIC FEET PER MINUTECFM

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RA RETURN AIR

RAR RETURN AIR REGISTER

EXHAUST AIR EA

AFG ABOVE FINISHED GRADE

EMERGENCY HVAC SHUTDOWN SWITCHESS

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BUILDING 135, 137, 138, 139, 144, 145,

146, 147, 148 - BARRACKS - LARGE

FOR MECHANICAL WORK, SEE MB101

BUILDING 140, 149, - GP ADMIN - SMALL

FOR MECHANICAL WORK, SEE MC101

BUILDING 131/131A, 142/142A -

SHOWER/LATRINES DUPLEX

FOR MECHANICAL WORK, SEE MA101

BUILDING 133 - LATRINE ONLY

FOR MECHANICAL WORK, SEE MF101

BUILDING 121 - LAUNDRY

FOR MECHANICAL WORK, SEE ME101

SCALE: 1" = 100'-0"

MECHANICAL SITE PLANA1 00 50' 100'

SCALE: 1" = 50'

150'

PLAN

NORTHTRUE

NORTH

BLDG 142A

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BLDG 141 (ADMIN BLDG)

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SMH TOP=6383.6 INV.=6381.43

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SEPTIC TANK SMH TOP=6383.5 PIPE INV.=6381.79

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SEPTIC TANK SMH TOP=6375.10 PIPE INV.=6371.16

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H

MINIMUM 2.1 SQFT FREE AREA,

SEE ARCH FOR LOUVER SIZE

AND LOCATION

EMERGENCY HVAC SHUTDOWN

SWITCH

MINIMUM 2.1 SQFT FREE AREA,

SEE ARCH FOR LOUVER SIZE

AND LOCATION

EF

A-1

EF

A-1

B

LD

G

/1

A

, 1

/1

A

S H

O W

E R

L A

TR

IN

E D

U P

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X

M

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H A

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O

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GENERAL NOTES THIS SHEET ONLY

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IT

A

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US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

TE

P A

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IF

IC

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A N

H O

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LU

LU

, H A

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B O

W E

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A N

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U B

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M A

N A

G E

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A

K O

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E

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W A

IP

A

H U

, H I 9

W

A

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D -0

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D

W

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D -0

D

C

A

B

1 2 3 4 5

SHEET ID

FY

M C

A P

N

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A

TI

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A L

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A D

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E

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IN

IN

G C

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X (B

A R

R A

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S

P H

P

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U

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G A

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A

IS

LA

N

D O

F H

A W

A

II,

H A

W A

II

/2 /8

/2 /8

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

BLDG 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - MECHANICAL FLOOR PLANA1

REFER TO GENERAL INFORMATION

AND DETAILS FOR ADDITIONAL

INFORMATION AND DETAILS

1.

M-101

BLDG. TYPE A

R H

JG

-M -1

.d gn

D T

IS

E

D J

B

JO

AutoCAD SHX Text

ESS

ESS

1 2

A

B

ESS

EF

B-1

EF

B-1

EMERGENCY HVAC

SHUTDOWN SWITCH

MINIMUM 1.2 SQFT FREE AREA.

SEE ARCH FOR LOUVER SIZE

AND LOCATION, TYP. OF 5

B

LD

G

, 1

, 1

, 1

, 1

, 1

, 1

, 1

7, B

A R

R A

C K

S L

A R

G E

M

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H A

N

IC

A L

FL

O

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LA

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IT

A

TI

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N A

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US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

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P A

C

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IC

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LU

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IP

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H U

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A

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D

W

A

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D

C

A

B

1 2 3 4 5

SHEET ID

FY

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A P

N

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A

TI

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E

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TR

A

IN

IN

G C

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A R

R A

C K

S

P H

P

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A K

U

LO

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IN

IN

G A

R E

A

IS

LA

N

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A W

A

II,

H A

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II

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SCALE: 3/16" = 1'-0"

BLDG 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - MECHANICAL FLOOR PLANA1

REFER TO GENERAL INFORMATION

AND DETAILS FOR ADDITIONAL

INFORMATION AND DETAILS

1.

M-102

BLDG. TYPE B

R H

JG

-M -1

.d gn

D T

IS

E

D J

B

JO

T

B

E S

S

EF

C-1

EF

C-1

EMERGENCY HVAC

SHUTDOWN SWITCH

MINIMUM 0.8 SQFT FREE AREA.

SEE ARCH FOR LOUVER SIZE

AND LOCATION, TYP. OF 4

B

LD

G

, 1

G P

A D

M

IN

S M

A

LL

M

E C

H A

N

IC

A L

FL

O

O R

P

LA

N

GENERAL NOTES THIS SHEET ONLY

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

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Y

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D

2 3

C

4 5

A

B

M A

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A P

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N U

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S

IZ

E

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Y

P

LO

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LE

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TE

M

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US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

TE

P A

C

IF

IC

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A N

H O

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LU

LU

, H A

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II

B O

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M A

N A

G E

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A

K O

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TR

E

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W A

IP

A

H U

, H I 9

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A

-1 5-

D -0

A S

N O

TE

D

W

A

-1 5-

D -0

D

C

A

B

1 2 3 4 5

SHEET ID

FY

M C

A P

N

O P

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A

TI

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A L

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A D

IN

E

S S

TR

A

IN

IN

G C

O M

P

LE

X (B

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R A

C K

S

P H

P

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U

LO

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R A

IN

IN

G A

R E

A

IS

LA

N

D O

F H

A W

A

II,

H A

W A

II

/2 /8

/2 /8

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

BLDG 140, 149 - GP ADMIN SMALL - MECHANICAL FLOOR PLANA1

REFER TO GENERAL INFORMATION

AND DETAILS FOR ADDITIONAL

INFORMATION AND DETAILS

1.

M-103

BLDG. TYPE C

R H

JG

-M -1

.d gn

D T

IS

E

D J

B

JO

T

W

DD

W W W W W

D D D

E S

S

SF

E-1

EMERGENCY HVAC

SHUTDOWN SWITCH

CLOTHES DRYER

EXHAUST LOCATE MIN

OF 12" AFG, TYP. OF 5

MINIMUM 1.8 SQFT FREE AREA.

SEE ARCH FOR LOUVER SIZE

AND LOCATION, TYP. OF 2

PROVIDE FLAPPER ON

DISCHARGE OPENING

NATURALLY VENTILATED SPACE NATURALLY VENTILATED SPACE

B

LD

G

LA

U

N D

R Y

M E

C H

A N

IC

A

L

FL

O O

R P

LA

N

GENERAL NOTES THIS SHEET ONLY

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

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D B

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R

IP

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O

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D

2 3

C

4 5

A

B

M A

R K

A P

P R

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TE

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LE

N U

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S

IZ

E

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B M

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TE

M

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K D

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C R

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O N

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A C

T N

O

D A

TE

A

P P

R

US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

TE

P A

C

IF

IC

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A N

H O

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LU

, H A

W A

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B O

W E

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A N

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U B

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M A

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G E

M E

N T

-4

A

K O

K I S

TR

E

E T

W A

IP

A

H U

, H I 9

W

A

-1 5-

D -0

A S

N O

TE

D

W

A

-1 5-

D -0

D

C

A

B

1 2 3 4 5

SHEET ID

FY

M C

A P

N

O P

E R

A

TI

O N

A L

R E

A D

IN

E

S S

TR

A

IN

IN

G C

O M

P

LE

X (B

A R

R A

C K

S

P H

P

O H

A K

U

LO

A T

R A

IN

IN

G A

R E

A

IS

LA

N

D O

F H

A W

A

II,

H A

W A

II

/2 /8

/2 /8

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

BLDG 121 - LAUNDRY - MECHANICAL FLOOR PLANA1

REFER TO GENERAL INFORMATION

AND DETAILS FOR ADDITIONAL

INFORMATION AND DETAILS

1.

M-104

BLDG. TYPE E

R H

JG

-M -1

.d gn

D T

IS

E

D J

B

JO

B

S

S ESS

EF

F-1

EF

F-1

ESS

MINIMUM 0.7 SQFT

FREE AREA. SEE

ARCH FOR LOUVER

SIZE AND LOCATION

MINIMUM 0.7 SQFT

FREE AREA. SEE

ARCH FOR LOUVER

SIZE AND LOCATION

EMERGENCY HVAC

SHUTDOWN SWITCH

B

LD

G

LA

TR

IN

E

O N

LY

M E

C H

A N

IC

A

L

FL

O O

R P

LA

N

GENERAL NOTES THIS SHEET ONLY

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

FI

LE

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

D A

TE

M

A R

K D

E S

C R

IP

TI

O N

C O

N

TR

A C

T N

O

D A

TE

A

P P

R

US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

TE

P A

C

IF

IC

O

C E

A N

H O

N O

LU

LU

, H A

W A

II

B O

W E

R S

A N

D K

U B

O

TA

M A

N A

G E

M E

N T

-4

A

K O

K I S

TR

E

E T

W A

IP

A

H U

, H I 9

W

A

-1 5-

D -0

A S

N O

TE

D

W

A

-1 5-

D -0

D

C

A

B

1 2 3 4 5

SHEET ID

FY

M C

A P

N

O P

E R

A

TI

O N

A L

R E

A D

IN

E

S S

TR

A

IN

IN

G C

O M

P

LE

X (B

A R

R A

C K

S

P H

P

O H

A K

U

LO

A T

R A

IN

IN

G A

R E

A

IS

LA

N

D O

F H

A W

A

II,

H A

W A

II

/2 /8

/2 /8

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

BLDG 133 - LATRINE ONLY - MECHANICAL FLOOR PLANA1

REFER TO GENERAL INFORMATION

AND DETAILS FOR ADDITIONAL

INFORMATION AND DETAILS

1.

M-105

BLDG. TYPE F

R H

JG

-M -1

.d gn

D T

IS

E

D J

E

C H

A N

IC

A

L D

E

TA

IL

S

GENERAL NOTES THIS SHEET ONLY

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

FI

LE

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

D A

TE

M

A R

K D

E S

C R

IP

TI

O N

C O

N

TR

A C

T N

O

D A

TE

A

P P

R

US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

TE

P A

C

IF

IC

O

C E

A N

H O

N O

LU

LU

, H A

W A

II

B O

W E

R S

A N

D K

U B

O

TA

M A

N A

G E

M E

N T

-4

A

K O

K I S

TR

E

E T

W A

IP

A

H U

, H I 9

W

A

-1 5-

D -0

A S

N O

TE

D

W

A

-1 5-

D -0

D

C

A

B

1 2 3 4 5

SHEET ID

FY

M C

A P

N

O P

E R

A

TI

O N

A L

R E

A D

IN

E

S S

TR

A

IN

IN

G C

O M

P

LE

X (B

A R

R A

C K

S

P H

P

O H

A K

U

LO

A T

R A

IN

IN

G A

R E

A

IS

LA

N

D O

F H

A W

A

II,

H A

W A

II

/2 /8

/2 /8

TYPICAL DUCT PENETRATION THROUGH WALL

NOT TO SCALEC1

1/4" SLOPE

30"Ø CONC. PIPE

x 24" LONG

MAX. 3'-0"

GRADE

FILL W/ 2"

CRUSHED ROCK

CONC. COVER

CD PIPE

30"

24"

PIPE INSULATION, TYP.

P-TRAP

HAND-TIGHT PLUG, TYP.

FROM COIL PAN

H

H/2 MIN.

H = FAN INLET PRESSURE

(INCH W.C.) + 1.0" WG

SEAL LEVEL

W/ FAN OFF

SLOPE

TO DRAIN

DRYWELL DETAIL

NOT TO SCALEA1 HEAT PUMP P-TRAP DETAIL

NOT TO SCALEA3

DUCT

20 GAGE GALVANIZED

STEEL COLLAR (EXPOSED

ONLY). SECURE TO WALL

ON 6" CENTERS

(MINIMUM 4 FASTENERS

PER SIDE).

CMU WALL

GROUT

20 GAGE GALVANIZED

STEEL SLEEVE

INSULATION

NOTES:

SEE STRUCT SHTS FOR DETAIL

OF WALL OPENING.

1/2" CLEARANCE BETWEEN

2" X 2" X 1/4" ∠

TACKWELDED OR

RIVETED TO SLEEVE

EQUIPMENT

6" ON EACH SIDE UNLESS

OTHERWISE NOTED

CHAMFER

(TYP. FOR ALL EQUIPMENT

ON-GRADE)

4"

NOTE: FOR ADDITIONAL

INFORMATION SEE

STRUCTURAL DRAWINGS

BEYOND BOLT HEAD (TYP.)

CLIP ENDS TO 1/4"

UNISTRUT

DUCT

1/2"Ø ROD

STRAP DUCT TO

UNISTRUT

CONCRETE PAD DETAIL

NOT TO SCALEC2

TYPICAL DUCT SUPPORT DETAIL

NOT TO SCALEB1

SUPPLY FAN DETAIL

NOT TO SCALEC4

WALL EXHAUST FAN SUPPORT DETAIL

NOT TO SCALEB2

NOTE:

INSTALLATION SHALL BE PER

MANUFACTURERS

RECOMMENDATIONS

NOTE:

INSTALLATION SHALL BE

PER MANUFACTURERS

RECOMMENDATIONS

SEALANT AND

BACKER ROD

VERTICAL DUCT SUPPORT DETAIL

NOT TO SCALEB3

HVAC

EMERGENCY SHUTDOWN

RESET

FRANGIBLE

ENCLOSURE

PUSH BUTTONS

NOTE: SWITCHES SHALL

BE OF DIFFERENT COLOR

THAN FIRE ALARM PULL

STATION.

A2

316 SS

BIRDSCREEN

316L SS DUCT

NOT TO SCALE

HVAC EMERGENCY

SHUTDOWN SWITCH DETAIL

GOOSENECK DETAIL

NOT TO SCALEA4

NOTE: THE BOTTOM OF THE OA

GOOSENECK SHALL BE A MINIMUM OF

10'-0" ABOVE GRADE.

GALV. STL.

PLATE, TYP.

1-7/8"x1-5/8"x16GA W/ 3/8"

DIA BOLT TO STRUT

MOUNTING COLLAR

(SUPPLIED BY FAN

MFR.) SET IN SEALANT

CMU WALL

EXHAUST REGISTER

DAMPER

BACKDRAFT

TREATED

WOOD

BLOCK

SIDEWALL

EXHAUST FAN

EXTERIOR

SS EXPANSION SHIELDS

& BOLTS AS

RECOMMENDED BY FAN

MFR. (1/2" MIN.)

NOTE:

AFTER FABRICATION, ALL

WELDED JOINTS SHALL BE

COATED WITH ZINC FOR RUST

PROTECTION.

GALV. ANGLE, TYP.

ANCHOR FASTENER, TYP.

GALV. STL. PLATE, TYP.

ANCHOR FASTENER, TYP.

1-1/2" X 1-1/2" X

1/8" GALV.

ANGLE, TYP.

DUCT

CMU.

WALL

FRONT VIEWSIDE VIEW

INTERIOR

45°

ANGLE SUPPORT, TYP.

MOTOR GUARD

1/4" EXPANDED METAL

(GALV. STEEL)

FAN

INTERIOR EXTERIOR

CMU WALL

AIR

INTAKE

LOUVER

BACKDRAFT

DAMPER

ANCHOR BOLT, TYP

STEEL TRUSS

AT 5-0" OC MAX

1-5/8"x12GA STRUT W/ 2

#12 SCREWS, TYP

NOTE: P-TRAP DETAIL IS FOR DRAW

THRU UNITS

M-501

R H

JG

-M -5

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GENERAL NOTES THIS SHEET ONLY

O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

FI

LE

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

D A

TE

M

A R

K D

E S

C R

IP

TI

O N

C O

N

TR

A C

T N

O

D A

TE

A

P P

R

US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

A N

S I D

IS

S

U E

D A

TE

P A

C

IF

IC

O

C E

A N

H O

N O

LU

LU

, H A

W A

II

B O

W E

R S

A N

D K

U B

O

TA

M A

N A

G E

M E

N T

-4

A

K O

K I S

TR

E

E T

W A

IP

A

H U

, H I 9

W

A

-1 5-

D -0

A S

N O

TE

D

W

A

-1 5-

D -0

D

C

A

B

1 2 3 4 5

SHEET ID

FY

M C

A P

N

O P

E R

A

TI

O N

A L

R E

A D

IN

E

S S

TR

A

IN

IN

G C

O M

P

LE

X (B

A R

R A

C K

S

P H

P

O H

A K

U

LO

A T

R A

IN

IN

G A

R E

A

IS

LA

N

D O

F H

A W

A

II,

H A

W A

II

/2 /8

/2 /8

S H

O W

E R

/L A

TR

IN

E D

U P

LE

X

M

E C

H A

N

IC

A L

S C

H E

M A

TI

C

D

IA

G R

A M

S A

N D

E Q

U

IP

M E

N T

S C

H E

D U

LE

S

POWER

ROOM

SERVED

EXT SP

(INCH WG)

FAN

RPMTYPE (CFM)

EXHAUST FAN (EF) SCHEDULE

ELECTRICAL

V PH HZ

EF

NO.

(HP)

(LBS)

WEIGHTAIRFLOW

EF-A-1 1,035 0.2DIRECT DRIVE

CENTRIFUGAL SIDEWALL

540 1/2 115 1 60 86SHOWER/LATRINE

REMARKS(DBA)

LEVEL

SOUND

EXHAUST FAN CONTROL DIAGRAM

NOT TO SCALEC1

OL

OFF

M

120 V

TYP. EF

STARTERSEQUENCE OF OPERATION:

1. THE EXHAUST FAN OPERATION SHALL BE INTERLOCKED

WITH THE ROOM LIGHTS.

ROOM LIGHT

SWITCH

ON

LIGHTS

ROOM

LIGHTS

REFER TO GENERAL INFORMATION

AND DETAILS FOR ADDITIONAL

INFORMATION AND DETAILS

1.

EM

120 V

EMERGENCY

SHUTDOWN

RELAY

EM EMERGENCY

SHUTDOWN

BUTTON (WHERE

INDICATED ON

PLANS)

RESET

BUTTON

EMERGENCY HVAC SHUTDOWN SWITCH

SEQUENCE OF OPERATION:

1. ACTIVATION OF THE EMERGENCY

SHUTDOWN SWITCH SHALL SHUTDOWN

THE AFFECTED EF EQUIPMENT.

EMERGENCY HVAC SHUTDOWN SWITCH CONTROL DIAGRAM

EM

EMERGENCY

SHUTDOWN SWITCH

M-601

BLDG. TYPE A

R H

JG

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