W912QR20B0012_Plans-0004.pdf

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Louisville District

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PATRICK, FLORIDA

HC-130J GENERAL MAINTENANCE HANGAR

PROJECT P2 NO. 472236

PROJECT NO. SXHT203000

ISSUE DATE: 07/30/20

CERTIFIED FINAL - AMENDMENT 0004

W

2Q R

B0

2_

Pl an s-

STOP ALTERNATE

HORIZONTAL REBAR

AT CONTROL JOINT

PROVIDE CONTROL JOINTS IN CONCRETE STEM WALLS AT 20'-0" MAX.

MAXIMUM LENGTH WALL POUR BETWEEN CONSTRUCTION JOINTS 100'-0"

3/4 /8

NOTE:

SAWED JOINT FACE

INITIAL

SAWCUT/FORMED

JOINT

BACKER ROD

SEALANT PER

DIV 07 SPECS

WIDTH PER SLAB SCHEDULE

D E

P T

H P

E R

S L A

B S

C H

E D

U L E

BACKER ROD

SEALANT PER

DIV 07 SPECS

WIDTH = 1/2"

JOINT FILLER

CTJ/CJ

EJ-H

THICKNESS H

SLAB

(SMOOTH BARS)

DIA. x LENGTH SPACING

(NOTE 2)

NOTES

1. START DOWELS NO CLOSER THAN 2'-0" FROM SLAB JOINTS.

2. COORDINATE JOINTS WITH DIVISION 07 SPECS AND FLOOR FINISH REQUIREMENTS.

CJ

DOWELS

TYPICAL FLOOR CONSTRUCTION SLAB JOINT

AT 13" SLAB SEE CIVIL FOR

SUBBASE REQUIREMENTS;

FOR OTHER SLABS, 6"

CLEAN SAND DRAINAGE

LAYER (PER FDOT 902-4)

13" 15"

DOWELS-

PAINT AND GREASE ONE

END - SEE SCHEDULE

VAPOR BARRIER, COORDINATE

FINAL LOCATION WITH ACTUAL

COATING PROVIDED.

H

H /2

(FORMED)

SLAB REINFORCMENT

AS INDICATED

C2

S-007

8"

1 1/4" x 20"

1" x 16" 12"

H /4

WIDTH PER SCHEDULE, SEALED

SLAB SCHEDULE

JOINT (NOTE 1)

1/8" TO 1/4"

3/8"

WIDTH

H/4 + 1/2"

3"

DEPTH OF

SAWCUT

TYPICAL FLOOR CONTRACTION SLAB JOINT

CTJ

SLAB REINFORCMENT

AS INDICATED

DOWELS -

PAINT AND GREASE ONE

END - SEE SCHEDULE

VAPOR BARRIER, COORDINATE

FINAL LOCATION WITH ACTUAL

COATING PROVIDED.

WIDTH PER SCHEDULE, SEALED

(SAWED)

H /2

H /4

M

IN

/2

3" MAX

0' - 0"

/4

H

C2

S-007

AT 13" SLAB SEE CIVIL FOR

SUBBASE REQUIREMENTS;

FOR OTHER SLABS, 6"

CLEAN SAND DRAINAGE

LAYER (PER FDOT 902-4)

CONSTRUCTION JOINT

PROVIDE SEALANT AT HANGAR

BAY

SEE SECTIONS

FOR FOOTING

DETAILS

. LAP SPLICE

T

1'-0" MIN

T

S E

E P

L A

N

L E

S S

T H

A N

R

E C

E S

S

LAP REINF

PROVIDE DIAGONAL #4x3'-0"

TOP OR #4 CORNER BAR TOP

AT ALL CORNERS OF RECESS.

T/CONC EL

SEE PLAN

LENGTH

DEVELOPMENTNOTE:

ADD #4 X 3'-0" T&B CENTER

ON INTERSECTING JOINTS

TYPICAL ADD BARS AT INTERSECTING JOINTS

JOINT

TH

ETA

JOINT

2"

2"

(2) #4 X 3'-0" T&B, HOOK ENDS WHERE

BAR EXTENDS TO

EDGE OF CONCRETE.

TYPICAL RE-ENTRANT CORNER BARS IN SLAB

FOR ANY THETA LESS THAN 170 DEGREES

PROVIDE #4 x 3'-0". TRIM BARS

AT RE-ENTRANT CORNERS -

TYPICAL

30# FELT,

TYP.

. 2" C

LR

CONCRETE

FDN WALL

CONCRETE

FDN WALL DOOR OPENING

TYPICAL EXPANSION JOINT

3/8"EXPANSION

JOINT MATERIAL

EJ

TYPICAL ISOLATION JOINT

2 LAYERS 30# FELT

IJ

SEE SLAB JOINT

DETAIL

NOTE: DISCONTINUE REINFORCEMENT AT JOINT UNO

6" CAPILLARY

WATER BARRIER

U N

O

.5

H H

EXPANSION JOINT AT HANGAR SLAB EDGE

VAPOR

BARRIER

SLOPE 1:10

SEE SECTION C2 / S-007

FOR JOINT DETAIL

EJ-H

AT HANGAR SEE CIVIL FOR AIRSIDE

CONCRETE PAVEMENT SECTION

FOR ADDITIONAL LAYERS BELOW

DAMAGE LAST

THREAD TO

PREVENT REMOVAL

OF BOLT

TOC EL

A B

P

D

WASHER SIZE PER AISC

325 14th EDITION TABLE 14-2

HEAVY HEX NUT

ANCHOR OR

MACHINE BOLT

D

3/4"

1"

7/8"

1 1/8"

1 1/4"

1 3/8"

1 3/4"

2"

SCHEDULE

A*

2"

3"

3"

3"

3"

4"

4"

4"

B

1'-2"

8"

1'-4"

1'-6"

1'-10"

REMARKS

1. * NOT REQUIRED FOR MACHINE

BOLTS

2. CONTRACTOR HAS OPTION OF

USING HEADED MACHINE BOLTS

IN LIEU OF THREADED RODS.

3. FULLY THREADED RODS ARE NOT

PERMITTED.

4. ANCHOR AND MACHINE BOLTS

SHALL CONFORM TO ASTM F1554,

GRADE 55, UNLESS NOTED ON

PLANS.

1 1/2" 4" 2'-0"

2'-5"

1'-10"

TYPE VII ANCHOR BOLT

THREADED ROD OR MACHINE BOLT

D = BOLT DIAMETER

K = THREADS (2D+3" SINGLE NUT)

P = BOLT PROJECTION, PER PLAN

WELD 3 PTS

K

1'-10"

NOTE:TOC EL

TYPE V ANCHOR BOLT

HOOKED BOLT

1/2"

1'-0"7/8"

1" 1'-2"

3/4"

5/8"

10"

8"

6"

D B

11"

1'-1"

9"

7"

6"

REMARKS

SCHEDULE

E

R = 3D

P

.E

B

K

D

ASTM F1554

GRADE 36

3/8" 5" 5"

WELD 3 PTS

B = EMBEDDED LENGTH

D = BOLT DIAMETER

E = THREAD LENGTH

K = THREADS (2D+2")

P = BOLT PROJECTION AS

REQUIRED

WASHER SIZE PER AISC 325

14th EDITION TABLE 14-2

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NTSSCALE:A3

TYP CONCRETE STEM WALL CONTROL JOINT

NTSSCALE:C2

DETAIL

NTSSCALE:A4

TYPICAL FTG CONSTRUCTION JOINT (CJ-F)

NTSSCALE:B3

TYPICAL SLAB RECESS AND SLAB EDGE DETAILS

NTSSCALE:A2

REINF IN SLABS

NTSSCALE:B4

TYP. SLAB REINFORCING AT DOOR OPENING

NTSSCALE:A1

JOINTS

NTSSCALE:C3

ANCHOR BOLTS

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SLOPING CONCRETE

BOND BEAM

SEE DETAIL A3 / S-010

BP-4

WALL PER ARCH

12" CMU WALL

TOS EL 119' - 7 39/64"

B/DECK EL VARIES

1/4" BENT PL CONT, 1/4" DIA.

SELF THREADING SCREW @

6" OC THROUGH DECK

P E

R A

R C

H

4"

ROOF DECK

PER PLAN

PER PLAN

GRID

1' - 2 1/2"

L3X3, SEE B3/S-013

C4

S-431

7"

OF WALL (3) CELLS WIDE

GROUT SOLID FULL HEIGHT

O F

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C

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8" CMU

1' - 1"

BP-5

PL CL

E Q

E Q

PL CL

EQ EQ

BEAM PER PLAN

HSS4X4X1/4,

1/4" PL EA SIDE

ROOF DECK PER PLAN

8" CMU WALL

T/WALL EL 112' - 8 3/4"

HSS 6X6X3/8

3/16 6

EA PL

BP-5

A1

S-431 1' - 6" 1"

1/4" STIFFENER PL, BOTH

SIDES, TO ALIGN W/ W6 FLG

ED-2

3/16 3

EA SIDE

3 COURSE BOND BEAM

H

C2

S-431

BEAM PER PLAN TYP

COLUMN PER SCHEDULE

COPE BEAM FLG AS REQD

INTERSECTING BEAM NOT SHOWN

PL 3/8X3 1/2 W/(4) 1" DIA. A490 BOLTS

ROOF DECK PER PLAN

3" TYP 2" TYP

1/2"

2"2"

T Y

P

2"

1/2" PL W/(4) 1" A490 BOLTS

B/DECK EL 126' - 0 3/8"

1/2" PL W/(4) 1"

DIA. A490 BOLTS

3/8" STIFFENER, T&B, EF, TYP

WP

3/16

3/16

1/4

1/4 TYP 3

SIDES

T/STL EL 125' - 7 7/8"

B1

S-431

T/STL EL 125' - 7 7/8"

BEAM PER PLAN TYP

COLUMN PER SCHEDULE

1.8

1/2" PL W/(7) 1" DIA. A490 BOLTS IN SHORT

SLOTTED HOLES, FINGER TIGHTEN,

DAMAGE LAST TWO THREADS

ROOF DECK PER PLAN, TYP

ED-1 JOIST PER PLAN

3/8" STIFFENER, TYP

1/2" 2"2"

T Y

P

T Y

P

1/2" PL W/(4) 1" DIA. A490 BOLTS

IN SHORT SLOTTED HOLES,

FINGER TIGHTEN, DAMAGE

LAST TWO THREADS

1/4

1/4

STIFFENER CL, TYP

CJP

SEE GENERAL NOTE E.6

T/STL EL 125' - 7 7/8"

BEAM PER PLAN, TYP

ED-1

ROOF DECK PER PLAN, TYP

12" CMU

10 3/8"

WALL PER ARCH

BP-3

C1

S-437

3/16 8

3/16 8

4" 4"T/STL EL VARIES

3/8" BENT

PL, TYP

P E

R A

R C

H

4"

3/16 4-12

1/4" DIA. SELF THREADING

SCREW @ 6" OC

THROUGH DECK

GROUT BEAM INTO WALL

HSS4X4

T/WALL EL 123' - 1 3/8"

1/4" CONT BENT PL

1/4" BENT PL

X 12" LONG

/8

4"

4"

MATCH ROOF SLOPE

1/8 4

P E

R A

R C

H

6"

MATCH

ROOF SLOPE

T Y

P

GRID

BEAM PER ELEV, TYP

COL PER SCHEDULE

1/2" PL W/(6) 1" DIA. A490 BOLTS,TYP

1/4

1/4

TYP

B/STL EL 140' - 3 1/2"

1/2"

3"

1/4" STIFFENER PL, TYP 3-12

TYP

ROOF DECK

PER PLAN

COPED W14

1 1/4" SOLID ROD (GR 50)X3'-0"

2"

"3

"2

1"

BEAM PER ELEV, TYP

COL PER SCHED

W12X40X1'-8"

PL 1/2"X11 1/2"X1'-8 1/2" W/

(12) 1" DIA. A490-SC-OVS-

BOLTS, 7 1/2" GAGE, TYP

CJP UT

CJP UT

PL 1/2" W/(6) 1" DIA.

A490 BOLTS

SEE A2/S-431 FOR

CONNECTION 5/16

5/16

1/4

TYP WEB

AND FLG

3" TYP2" TYP

B/STL EL 140' - 3 1/2"

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SCALE: 3/4" = 1'-0"C1

SECTION

SCALE: 3/4" = 1'-0"B3

DETAIL

SCALE: 3/4" = 1'-0"C4

SECTION

SCALE: 3/4" = 1'-0"B1

SECTION

SCALE: 3/4" = 1'-0"C2

SECTION

SCALE: 3/4" = 1'-0"B4

SECTION

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

SCALE: 3/4" = 1'-0"A1

SECTION

0 1' 2' 3' SCALE: 3/4" = 1'-0"A2

DETAIL

0 1' 2' 3' SCALE: 1 1/2" = 1'-0"A4

SECTION

0 1/2' 1' 1 1/2'SCALE: 3/4" = 1'-0"A3

SECTION

0 1' 2' 3'

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E

G

A-202

C1

A-201

A1

20' - 11" 1' - 10" 19' - 10" 19' - 10" 19' - 10"

A1

A-401

3'

F.5

C4

A-101

FIRE PUMP

COMPOSITES

MECH

ANTE ROOM

CORROSION

CONTROL

AIR SHOWER 2

WOMEN'S

RESTROOM

(DIRTY)

MEN'S

RESTROOM

(DIRTY)

AIR SHOWER 1

MEN'S SHOWER

(DIRTY)

WOMEN'S

SHOWER

(DIRTY)

WOMEN'S

RESTROOM

(CLEAN)

MEN'S

RESTROOM

(CLEAN)

HALL

CLEANING

ROOM

PAINT MIXING

ELEC

COMM

JANITOR 2

MEN'S AIRLOCK

(DIRTY)

WOMEN'S

AIRLOCK

(DIRTY)

112 117

116B113B

116A113A

105D

114C 119B

114A

110109

114B

119A

111 118

105C 3' - 4" 3' - 4"

1' - 10"

8'

8'

1.8

M1CD

20' - 0" 37' - 0" 16' - 0" 11' - 4"

9' - 4" 3' - 4"

M1CB

M1CB

M1CB

M1CB

M1CB

M1CB

CHILLERS

H

101H

STEEL

BOLLARDS -

TYPICAL.

A3

A-358

C3

A-358

ABOVE

J

8' - 0"

METAL CANOPY ABOVE

4'

/8

/8

A-206

A3

108B 108A

106A

106B

/8

R E

: S T

R U

C U

T R

A L

F

LO

O R

S

LO

P E

M1CB

2' - 5 5/8"

2'

7'

3'

5'

3'

DSDSDSDS

DS

DS

DS

DS

DS

6" 6' - 6" 3' - 4" 5' - 0" 16' - 0"

101G

EXPANSION JOINT

DSM1CB

M1CD

M1CD

A1

A-357

1' - 0" 17' - 3"

ABOVE

METAL CANOPY ABOVE

103B

F

LO

O R

S

LO

R

: S

T R

U C

T U

R A

L F

LO

O

R S

LO

: S T

R U

C T

U R

A L

1'

9'

6'

38' - 0" 6' - 4" 16' - 8" 6' - 4" 7' - 4" 6' - 4" 16' - 8" 1' - 4" 6"

122 119C121

105B

8'

2'

3'

13' - 4"

105A

M1CD

M1CD

M1CD

ENLARGED FLOOR PLAN GENERAL NOTES:

1.

2.

3.

4.

5.

6.

REFERENCE DRAWING A-501 FOR PARTITION TYPES.

REFERENCE A-600 SERIES DRAWINGS FOR DOOR SCHEDULE,

WINDOW SCHEDULE, LOUVER SCHEDULE AND FINISH SCHEDULE.

FINISH FLOOR ELEVATION.

REFER TO DWG A-202 FOR EXTERIOR FINISH LEGEND.

PROVIDE EXPANSION JOINT FILLER (SIZE PER DETAILS) EACH

SIDE. REFER TO DETAILS.

PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT ROOF

DOWNSPOUTS WHERE SHOWN.

J

METAL WALL PANEL

MP-3

2" RIGID INSULATION

8" NOMINAL CMU

12" NOMINAL CMU

AIR SPACE

1'

0"

1' - 4" 6"

PERIMETER OF SOFFIT ABOVE

P A

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A

Louisville District

US Army Corps of

Engineers ®

M A

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IDENTIFICATION

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A s in d ic a te d

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107778-A-101

-A

-1

A-101

E N

L A

R G

E D

F L O

O R

P L A

N

A R

E A

A

SCALE: 1/8" = 1'-0"A1

ENLARGED FLOOR PLAN - AREA 'A'

SCALE IN FEET

0 4' 8' 16'

SCALE: 3/4" = 1'-0"C4

PLAN DETAIL

SCALE IN FEET

0 1' 2' 3'

N

N

C

E R

T

IF

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D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

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/0 /2

W

2Q R

B0

2_

Pl an s-

8 9

E

G

A-206

A1

F.5

STRUCTURES

TOOL ROOM

METALS TECH

SHOP

VESTIBULE

3'

3'

A1

A-323

A5

A-323

138A125A 125B

139B

139E

139C

126B

139A

126A

138C

9.2

3'

"2

8'

6' - 4" 13' - 4" 3' - 4"

1' - 0"

3' - 4" 7' - 2"

M1CB

M1CB

M1CB

M1DB

M1CB

M1CB12' - 2"

A-202

C1

1' - 0"

H

STEEL BOLLARDS -

TYPICAL.

A3

A-358

C3

A-358

OPP OPP

ABOVE

J

STEEL FIXED LADDER

FROM FLOOR TO

MECHANICAL PLATFORM

A1

A-322

/8

/8

6'

4' - 4"

R E

: S T

R U

C U

T R

A L

RE: A4 / A-102 FOR

MECHANICAL

PLATFORM PLAN

/8

F

LO

O

R S

LO

P

E

ALIGN

125D

8' - 9 5/8" 8' - 0" 8' - 8"

5' - 0"

101G

DS

DS DS DS

DS

DS

EXPANSION

JOINT

8'

RECESSED WALK-OFF MAT.

RE: A2/A-602 & STRUCTURAL.

EXTERIOR

BOLLARDS RE:

CIVIL

19' - 10" 19' - 10" 19' - 10" 1' - 10" 20' - 11" 17' - 3"

1'

2'

RE: B4 / A-102 FOR BID

OPTION B FLOOR PLAN

A1

A-357

OPP

A-203

A2

METAL CANOPY

ABOVE

A-202

A1

METAL

CANOPY

ABOVE

A-203

C2

F

LO

O R

S

LO

: S

T R

U C

T U

R A

L F

LO

O

R S

LO

: S T

R U

C T

U R

A L

OPTION B

55' - 4" 44' - 8"

8'

0" 3'

4"

3'

4"

14' - 10"

8'

0" 3'

4"

139D

6' - 2 3/4"

4'

3/

8"

M1CD

M1CD

M1CD

21' - 4"

2 2 2

ENLARGED FLOOR PLAN GENERAL NOTES:

1.

2.

3.

4.

5.

6.

REFERENCE DRAWING A-501 FOR PARTITION TYPES.

REFERENCE A-600 SERIES DRAWINGS FOR DOOR SCHEDULE,

WINDOW SCHEDULE, LOUVER SCHEDULE AND FINISH SCHEDULE.

FINISH FLOOR ELEVATION.

REFER TO DWG A-202 FOR EXTERIOR FINISH LEGEND.

PROVIDE EXPANSION JOINT FILLER (SIZE PER DETAILS) EACH

SIDE. REFER TO DETAILS.

PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT ROOF

DOWNSPOUTS WHERE SHOWN.

9 10

G

TOOL ROOM

CHIEF OFFICE

STRUCTURES

BULL PEN

CONFERENCE

ROOM

METALS TECH

BULL PEN

UNISEX 2

UNISEX 1

CORRIDOR

A3

A-403

JANITOR 1

STORAGE

F.5

125C 136

9.2

READY ROOM

7' - 10"

M1DB

S1AB

S2AB

S2AB

S1AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S1AF

S1AC

S2AB

HM1DB

VESTIBULE

J

138B

130 134

127B

RECESSED

WALK-OFF MAT.

RE: A2/A-602 &

STRUCTURAL.

S2AB

F1CA

1' - 10" 20' - 11" 17' - 3"

A-202

A1

A-203

A2

METAL CANOPY

ABOVE

5' - 0" 2' - 4" 5' - 0" 4' - 8" 6' - 0" 4' - 8" 6' - 0" 10' - 0"

5'

4" 6'

0"

6'

0"

6'

0"

7'

8"

127A

10' - 0"

DSDS

DS

DS

W01 W02 W02

W02

W02

W02

DS2

8 9

F

G

F.5

A1

A-323

9.2

M

IN

4'

MIN.

2' - 0"

MIN.

2' - 0"

111' - 9"STEEL FIXED

LADDER

STEEL

GUARD RAIL

MECHANICAL

PLATFORM

P A

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Louisville District

US Army Corps of

Engineers ®

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107778-A-102

-A

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A-102

E N

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F L O

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P L A

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A R

E A

B

SCALE: 1/8" = 1'-0"A1

ENLARGED FLOOR PLAN - AREA 'B'

SCALE IN FEET

0 4' 8' 16'

SCALE: 1/8" = 1'-0"B4

ENLARGED FLOOR PLAN - AREA 'B' (OPTION B)

SCALE: 1/8" = 1'-0"A4

MECHANICAL PLATFORM PLAN

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

N

N

N

C

E R

T

IF

IE

D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 /2

W

2Q R

B0

2_

Pl an s-

1 2 3 4 5

B

C

D

E

A-201

C1

B1

A-610

TRENCH DRAIN.

RE: MECH.

101A

HANGAR BAY

CORROSION

CONTROL

CLEANING

ROOM

PAINT MIXING

A-204

B1

M1CB

M1CB

M1CB

HC-130J

105D

B1

A-359

B4

A-359

ABOVE

EXPANSION JOINT

/8

/8

F

LO

O

R S

LO

P

E

R E

: S T

R U

C T

U R

A L

CONCRETE STOOP

STEEL BOLLARDS

TYP

2'

1'

"4'

3'

DS

DS

A-201

A1

105E

103B

6' - 4"

20' - 6" 8' - 8"

A-204

A1

OPTION C

METAL

CANOPY

ABOVE

105B

105A

101C

4"

3'

4"

2'

8" 8'

0"

1' - 4"

31' - 0"

2' - 4"

RE: B4 / A-103 FOR BID

OPTION C FLOOR PLAN

M1CD

5' - 0"

ENLARGED FLOOR PLAN GENERAL NOTES:

1.

2.

3.

4.

5.

6.

REFERENCE DRAWING A-501 FOR PARTITION TYPES.

REFERENCE A-600 SERIES DRAWINGS FOR DOOR SCHEDULE,

WINDOW SCHEDULE, LOUVER SCHEDULE AND FINISH SCHEDULE.

FINISH FLOOR ELEVATION.

REFER TO DWG A-202 FOR EXTERIOR FINISH LEGEND.

PROVIDE EXPANSION JOINT FILLER (SIZE PER DETAILS) EACH

SIDE. REFER TO DETAILS.

PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT ROOF

DOWNSPOUTS WHERE SHOWN.

1 2

C

D

1.80

A-206

C1

A1

A-324

102A

102D

102C

102B

101A

STEEL BOLLARDS

AT RAMP

RE: C2 / A-351

DS

DS

DS

103B

2' - 4" 3' - 4" 33' - 0"

C2

A-358

EXPANSION JOINT

OPP

8' - 0" 20' - 6" 8' - 8"

7'

0"

4'

5'

1' - 0" 17' - 3" 20' - 5" 2' - 4"

1'

7'

4' - 0" 3' - 4" 22' - 8" 6' - 4" 6"

A-206

C3

M1DB

A3

A-303

PAINT BOOTH

ENCLOSURE

CLEANING

ROOM

PAINT MIXING

CORROSION

CONTROL

/8

STEEL BOLLARDS -

TYPICAL.

FUTURE PAINT

BOOTH NOT SHOWN

M1CD

M1CD

M1CB

M1CB

M1CB

3'

4" 4'

4"

8'

8'

/8

/8

38' - 8" DS

P A

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Louisville District

US Army Corps of

Engineers ®

M A

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D E

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R

IP

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A T

E A

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IDENTIFICATION

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DATE:

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107778-A-103

-A

-1

A-103

E N

L A

R G

E D

F L O

O R

P L A

N

A R

E A

C

SCALE: 1/8" = 1'-0"A1

ENLARGED FLOOR PLAN - AREA 'C'

SCALE IN FEET

0 4' 8' 16'

SCALE: 1/8" = 1'-0"B4

ENLARGED FLOOR PLAN - AREA 'C' (OPTION C)

SCALE IN FEET

0 4' 8' 16'

N

N

C

E R

T

IF

IE

D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 /2

W

2Q R

B0

2_

Pl an s-

8 9

B

C

D

E

A-201

C1

TRENCH DRAIN.

RE: MECH.

101F

HANGAR BAY

METALS TECH

SHOP

A-204

B3

M1DB

B1

A-610

HC-130J

139C

1'

A-204

A3

5'

CONCRETE STOOP

/8

F

LO

O

R S

LO

P

E

R E

: S T

R U

C T

U R

A L

3'

DS

DS

DS

3'

4" 19

A-203

C2

METAL

CANOPY

ABOVE

OPTION A

101D

OPP

139D

4" 4'

8"

1'

0"

2'

4"

2' - 4"

5' - 0"

38' - 8"

1' - 4" 21' - 5" 17' - 3" 1' - 0"

19' - 10" 19' - 10" 19' - 10" 22' - 9" 17' - 3"

DRAIN GRATES

RE: PLUMBING

RE: B4 / A-104 FOR BID

OPTION A FLOOR PLAN

M1CD

2'

8" 3'

4"

8'

4"

139B

B1

A-359

B4

A-359

OPPOPP/ABOVE

EXPANSION JOINT

ENLARGED FLOOR PLAN GENERAL NOTES:

1.

2.

3.

4.

5.

6.

REFERENCE DRAWING A-501 FOR PARTITION TYPES.

REFERENCE A-600 SERIES DRAWINGS FOR DOOR SCHEDULE,

WINDOW SCHEDULE, LOUVER SCHEDULE AND FINISH SCHEDULE.

FINISH FLOOR ELEVATION.

REFER TO DWG A-202 FOR EXTERIOR FINISH LEGEND.

PROVIDE EXPANSION JOINT FILLER (SIZE PER DETAILS) EACH

SIDE. REFER TO DETAILS.

PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT ROOF

DOWNSPOUTS WHERE SHOWN.

9 10

C

D

STEEL BOLLARDS -

TYPICAL.

METAL

CANOPY

ABOVE

8'

0"

2'

6"

3'

4"

7'

8"

WELDING

10' - 6" 10' - 8" 16' - 0"

9'

0"

ALIGN

14' - 8" 8' - 0" 14' - 6"

M1DB

M1CBM1CB

140C

140A

140B

A-204

A4

M1CD

C2

A-358

SIM

EXPANSION JOINT

/8

38' - 8"

DS

P A

T R

IC

K

F

L O

R

ID

A H

C -1

J G

E N

E R

A L M

A

IN

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N A

N C

E H

A N

G A

R P

R O

J E

C T

N O

S

X H

T

L O

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V

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L E

D

IS

T R

IC

T

P A

T R

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K

F

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ID

A

Louisville District

US Army Corps of

Engineers ®

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R N

O

U S

A R

M Y

C O

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S

G

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E E

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SHEET

IDENTIFICATION

1 2 3 4 5

D

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DATE:

W

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CERTIFIED FINAL SUBMITTAL

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107778-A-104

-A

-1

A-104

E N

L A

R G

E D

F L O

O R

P L A

N

A R

E A

D

SCALE: 1/8" = 1'-0"A1

ENLARGED FLOOR PLAN - AREA 'D'

SCALE IN FEET

0 4' 8' 16'

N

SCALE: 1/8" = 1'-0"B4

ENLARGED FLOOR PLAN - OPTION A

SCALE IN FEET

0 4' 8' 16'

N

C

E R

T

IF

IE

D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 /2

W

2Q R

B0

2_

Pl an s-

1 2 3 4 5 8 9

B

F

C

D

E

G

A-202

C1

A-201

C1

A-206

A1

F.5

GUTTERS AND DOWNSPOUTS - TYPICAL

GUTTERS AND

DOWNSPOUTS -

TYPICAL

GUTTERS AND

DOWNSPOUTS -

TYPICAL

S

LO

P E

-1

/2

P E

R F

O O

T

SLOPE 3" PER FOOT

SLOPE 3" PER FOOT

S

LO

P E

P E

R F

O O

T

S

LO

P E

P E

R F

O O

T

S

LO

P E

-1

/2

P E

R F

O O

T

S

LO

P E

-1

/2

P E

R F

O O

T

GUTTERS AND DOWNSPOUTS TO DISCHARGE

AT LOWER ROOF. PROVIDE METAL SPLASH

PAN AT ROOF SURFACES.

1.8 9.2

A-204

B3

H

STANDING SEAM METAL

ROOF - TYPICAL.

STANDING SEAM METAL

ROOF - TYPICAL.

STANDING SEAM METAL

ROOF - TYPICAL.

C1

A-357

C1

A-357

J

0 11

A-206

A3

A-204

A3

A4

A-357

A4

A-357

OPP.

OPTION B

RE: C4 / A-130

C1

A-521

ROOF PENETRATIONS. REFER

TO DETAILS. PROVIDE CURBS

FOR MECHANICAL EQUIPMENT.

RE: MECHANICAL.

A-204

A1

OPTION C

A-203

C2

METAL CANOPY

METAL CANOPY

METAL CANOPY

METAL CANOPY

A-201

A1

RE: B4 / A-130

OPTION A

RE: A4 / A-130

A-204

B1

GUTTERS AND

DOWNSPOUTS -

TYPICAL

MINIMUM GUTTER SIZE SHALL BE 8"(W) X 8"(H).

PROVIDE RECTANGULAR DOWNSPOUTS. MINIMUM DOWNSPOUT SHALL BE

6" (L) X 5" (W).

PROVIDE HYDROSTATIC ROOF SYSTEM PER UFC 3-110-03, 5-3.

ROOF SHALL HAVE FIXED POINT AT MIDSPAN OF ROOF. ALLOW THERMAL

MOVEMENT AT PEAK AND EAVE.

PROVIDE METAL SPLASH PAN WHERE STORM WATER IS DISCHARGED TO

LOWER ROOF. WATER SHALL SPREAD OUT TO MINIMUM 3 ROOF PANELS.

1.

2.

3.

4.

ROOF PLAN GENERAL NOTES:

UNLESS NOTED OTHERWISE, DOWNSPOUTS DISCHARGE TO GRADE WITH

PRECAST CONCRETE SPLASH BLOCKS. REFERENCE CIVIL DRAWINGS FOR

DOWNSPOUTS THAT CONNECT TO UNDERGROUND STORM WATER PIPES AND

DOWNSPOUT BOOT DETAILS.

GUTTER, GUTTER BRACKET, GUTTER STRAP, DOWNSPOUT, AND CONDUCTOR

SHALL BE DESIGNED TO MEET SMACNA - ARCHITECTURAL SHEET METAL

MANUAL REQUIREMENTS.

PROVIDE HURRICANE STRAPS TO ALL GUTTERS. SPACING AND INSTALLATION

PER DETAILS.

SEE A-521 AND A-522 FOR ROOF DETAILS.

TYPCIAL ROOF CONSTRUCTION FROM TOP OF ROOF:

+ STANDING SEAM METAL ROOF

+ AIR/VAPOR BARRIER

+ 1/2" EXTERIOR GYPSUM SHEATHING

+ MIN 2 LAYERS RIGID INSULATION WITH STAGGERED PATTERN,

- SHOPS -- 5" THICK / R-25 MIN

- HANGAR BAY -- 4" THICK / R-20 MIN

+ 1/2" GYP SHEATHING THERMAL BARRIER

+ GALVANIZED STEEL DECKING.

ROOF AIR/VAPOR BARRIER SHALL BE EXTENDED AND OVERLAP W/ WALL

AIR/VAPOR BARRIER.

5.

6.

7.

8.

9.

10.

F

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F.5

9.2

SLOPE 3" PER FOOT

H

STANDING SEAM

METAL ROOF -

TYPICAL.

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A-521

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1.80

A-206

C1

A1

A-324

GUTTERS AND

DOWNSPOUTS -

TYPICAL

SLOPE 1" PER FOOT

ROOF PENETRATIONS. REFER

TO DETAILS. PROVIDE CURBS

FOR MECHANICAL EQUIPMENT.

RE: MECHANICAL.

A-206

C3

9 10

C

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9.2 11

METAL CANOPY

BELOW

SLOPE 3" PER FOOT

STANDING SEAM

METAL ROOF TYP. P

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A-130

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SCALE: 1/16" = 1'-0"A1

OVERALL ROOF PLAN (BASE BID)

SCALE IN FEET

0 8' 16' 32'

SCALE: 1/16" = 1'-0"C4

ROOF PLAN (OPTION B)

SCALE IN FEET

0 8' 16' 32'

SCALE: 1/16" = 1'-0"B4

ROOF PLAN (OPTION C)

SCALE IN FEET

0 8' 16' 32'

N

N N

SCALE: 1/16" = 1'-0"A4

ROOF PLAN (OPTION A)

SCALE IN FEET

0 8' 16' 32'

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2 3

8'

8'

8'

4'

5'

7' - 4" 29' - 8"

8'

13' - 4"

1'

3'

4'

6' - 2" 5' - 4"

16' - 8"

10' - 0"

7'

7'

A-402C2 A-402 C1

A-402 C3 A-402C4

6"6"

112 117

116B113B

116A113A

114C

114A

ANTE ROOM

AIR SHOWER 2

106 WOMEN'S

RESTROOM

(DIRTY)

MEN'S

RESTROOM

(DIRTY)

AIR SHOWER 1

MEN'S SHOWER

(DIRTY)

WOMEN'S

SHOWER

(DIRTY)

WOMEN'S

RESTROOM

(CLEAN)

MEN'S

RESTROOM

(CLEAN)

HALL

JANITOR 2

110109

MEN'S AIRLOCK

(DIRTY)

WOMEN'S

AIRLOCK

(DIRTY)

114B

111 118

8'

8'

1.8

M1CB

M1BA

M1BA

M1BA

M1CB

M1CB

M1CB

M1CB

M1CB

M1CB

M1BA M1BA

M1CB

M1BAM1BA

M1BA

M1BA

M1CB

M1CB

M1CB

M1CB

M1BA

M1BA

M1BA

M1BA

8' - 0" 6' - 0"

6"

6" 6"

H

M1BA

M1BA

3' - 1" 3' - 1"

6"

6"

5' - 4"

1'-6" MIN.

1' - 6" 5' - 6" 2' - 8" 3' - 4" 5' - 2"

2'

1'

1'

9' - 10"

6' - 0" 8' - 0"

TA-03TA-03

TA-04

TA-07TA-07

TA-03

TA-07

TA-07

TA-03

B5

TA-04

TA-01

TA-01

TA-01

TA-01

PREMANUFACTURED AIR

SHOWER. RE: SPEC

SECTION 23 00 00.

108B 108A

106B

106A

PREMANUFACTURED AIR

SHOWER. RE: SPEC

SECTION 23 00 00.

CMU WALL ABOVE

AIR SHOWER.

RE: STRUCTURAL.

CMU WALL ABOVE

AIR SHOWER.

RE: STRUCTURAL.

18 GA. PAINTED SHEET METAL

TRIM EACH END. ADJUST TO

FIT AIR SHOWER BOOTH.

18 GA. PAINTED SHEET METAL

TRIM EACH END. ADJUST TO

FIT AIR SHOWER BOOTH.

TA-09

TA-09

TA-06

TA-06

TA-05 TA-05

TA-12

CONCRETE BASE AT ALL

LOCKERS. RE: DETAIL A-551

(6) LOCKERS

(2) LOCKERS

(4) LOCKERS

A1 A1

A1

COMPOSITES

CORROSION

CONTROL

5'

TA-03TA-03TA-03

TA-14

TA-04

TA-04

A8

A8

TA-13 TA-13

TA-13

TA-13

TA-13

TA-13 TA-13

TA-04 TA-04

TA-08

TA-02TA-02

TA-14

TA-08

TA-14

TA-14

3'

C L

4'

C L

A1 A1

A8

TA-12 X2 X2

WASHER/DRYER (GFGI)

A-402A1

A2

TA-12TA-12

TA-10

TA-10

FRAMELESS

MIRROR

TA-03

S1AC

8"

A-402 A1

A2

OPP.

OPP.

24" X 60"

24" X 60"

TA-13

A-402

A3

TA-11

BOTTOM OF MIRROR TA-04

TO BE MOUNTED AT 15"AFFBOTTOM OF MIRROR TA-04 TO

BE MOUNTED AT 15"AFF

6"6"

8' - 0" ±

FIELD VERIFY

6' - 8 3/8" CLEAR

F

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6'

3/

8" C

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A

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REFER TO AG003 FOR TOILET FIXTURE AND ACCESSORY MOUNTING HEIGHTS.

GRAB BARS ON TOILET PARTITION WALL SHALL BE MOUNTED WITH THRU-BOLTS

AND MIN 16GA STAINLESS STEEL FLANGE PLATE AT EACH SIDE OF PARTITION WALL.

REFER TO SPECIFICATION 10 51 13 FOR LOCKER TYPES.

1.

2.

3.

TOILET ROOM GENERAL NOTES:

9.2

H

A-402 B1

A-402 B3

UNISEX 1

UNISEX 2

7'

0"

8' - 2 3/4" 1' - 9 5/8"

3"

4'

1"

7' - 2"

1' - 4"

3"

TA-01

TA-07

TA-07

B4

B2 8'

TA-03 TA-04

TA-04TA-03

8" MAX.

A1

A1

TA-13

TA-13

A13" 3"

10' - 0 3/8"

4' - 7 1/2" 5' - 0" 4'

/8

TA-11

TA-08

TA-08

TA-01

TA-14

TA-14

JANITOR 1

TA-13

A-402 A3

STORAGE

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SCALE: 3/8" = 1'-0"A1

ENLARGED TOILET PLANS

TOILET ACCESSORIES LEGEND

TA-01 GRAB BAR, 36" REAR X 42" SIDE X 18" VERTICAL

TA-02 GRAB BAR, SHOWER STALL

TA-03 SOAP DISPENSER - WALL MOUNT

TA-04 FRAMED MIRROR - SIZES AS INDICATED

TA-05 SOAP HOLDER, SHOWER

TA-06 SHOWER CURTAIN ROD, HOOKS, AND CURTAIN

TA-07 TOILET PAPER DISPENSER - TWIN JUMBO

TA-08 SANITARY NAPKIN DISPOSAL

TA-09 FOLDING SHOWER SEAT

TA-10 FLOOR MOUNTED BENCH

TA-11 36" MOP AND BROOM HOLDER W/ UTILITY SHELF

TA-12 TOWEL PIN

TA-13 PAPER TOWEL DISPENSER

TA-14 TOILET SEAT COVER DISPENSER

SCALE: 3/8" = 1'-0"B4

ENLARGED PLAN AT TOILETS (OPTION B)

N

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

N

C

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A

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B0

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TA-04

TA-03

TA-07

2' - 0"

TA-01

PAINTED CMU, PE-1

TA-14

TLC-2

TLC-1

TA-13

5'

2'

0"

3'

3'

EF-1

TA-04

TA-03

2' - 0"

TA-07TA-01

PAINTED CMU, PE-1

TA-14

TLC-2

TLC-1

5'

2'

0"

3'

3'

EF-1

2' - 0"

TA-04

PAINTED CMU, PE-1

TA-14

TA-01 TA-07

TLC-1

TLC-2

TA-03

TA-13

TC-1

SSF-1 5'

"4"

2'

0"

3'

3'

EF-1

PAINTED CMU, PE-1

TA-14

TA-01TA-07

TLC-1

TC-1

TC-1

5'

1'

TLC-2

5'

EF-1

TLC-2

PE-1

TA-01

TA-07

TA-14

TLC-1

EF-1

TLC-2

PE-1

TA-07

TA-01

TA-14

5'

TLC-1

1'

EF-1

TA-03

PAINTED

CMU, PE-1

PE-1

4' - 6"

TLC-2

TA-03

A2

A-541

TLC-1

TA-13TA-13

SSF-1

5'

"4"

2'

0"

3'

3'

FRAMELESS

GLASS MIRROR

1' - 0" 1' - 8"

EF-1

PE-1

TA-04

TA-03

TLC-2

2' - 0"

A2

A-541

TLC-2

TA-13

1'

SSF-1

5'

2'

0"

4"

3'

3'

4' - 0"

EF-1

PE-1

TLC-1TA-04

TA-03

2' - 0"

A2

A-541

TLC-2

TA-13

SSF-1

1'

5'

"4"

2'

0"

3'

3'

4' - 0"

EF-1

4"4"

PAINTED

CMU, PE-1

TLC-2

TLC-1

SSF-2

(3-WALLS)

7'

TA-12TA-12 X2TA-05

TA-02

TA-06

TA-09

TA-10

EF-1

PAINTED

CMU, PE-1

TLC-2

TLC-1

SSF-2

(3-WALLS)

7'

5'

TA-06

TA-02

TA-05

TA-10

EF-1

4'

TA-13

A1

TA-11

PAINTED

CMU, PE-1

FRP-1

MOP SINK.

RE: PLUMBING.

9"

RB-1

TLC-1

TLC-2

5'

EF-1

PE-1

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SCALE: 3/8" = 1'-0"C2

MENS RR (DIRTY) ELEV

SCALE: 3/8" = 1'-0"C1

WOMENS RR (DIRTY) ELEV

SCALE: 3/8" = 1'-0"C3

WOMENS RR (CLEAN) ELEV

SCALE: 3/8" = 1'-0"C4

MENS RR (CLEAN) ELEV

TOILET ACCESSORIES LEGEND

TA-01 GRAB BAR, 36" REAR X 42" SIDE X 18" VERTICAL

TA-02 GRAB BAR, SHOWER STALL

TA-03 SOAP DISPENSER - WALL MOUNT

TA-04 FRAMED MIRROR - SIZES AS INDICATED

TA-05 SOAP HOLDER, SHOWER

TA-06 SHOWER CURTAIN ROD, HOOKS, AND CURTAIN

TA-07 TOILET PAPER DISPENSER - TWIN JUMBO

TA-08 SANITARY NAPKIN DISPOSAL

TA-09 FOLDING SHOWER SEAT

TA-10 FLOOR MOUNTED BENCH

TA-11 36" MOP AND BROOM HOLDER W/ UTILITY SHELF

TA-12 TOWEL PIN

TA-13 PAPER TOWEL DISPENSER

TA-14 TOILET SEAT COVER DISPENSER

SCALE: 3/8" = 1'-0"B1

UNISEX RR 1 ELEV EAST

SCALE: 3/8" = 1'-0"B3

UNISEX RR 2 ELEV EAST

SCALE: 3/8" = 1'-0"B5

MENS RR (CLEAN) ELEV EAST

SCALE: 3/8" = 1'-0"B2

UNISEX RR 1 ELEV SOUTH

SCALE: 3/8" = 1'-0"B4

UNISEX RR 2 ELEV NORTH

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE: 3/8" = 1'-0"A1

MENS SHOWER 117 WEST

SCALE: 3/8" = 1'-0"A2

MENS SHOWER 117 SOUTH

SCALE IN FEET

0 2' 4' 6'

SCALE IN FEET

0 2' 4' 6'

SCALE: 3/8" = 1'-0"A3

JANITOR CLOSET

SCALE IN FEET

0 2' 4' 6'

1. WHERE TOILET ACCESSORIES ARE LOCATED ABOVE A PLUMBING

FIXTURE, A CENTERLINE GRAPHIC INDICATES ACCESSORIES ARE TO

BE CENTERED ABOVE THE APPLICABLE FIXTURE.

OPTION B OPTION B OPTION B OPTION B

GENERAL NOTE:

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SCALE: 3/8" = 1'-0"C5

TYPICAL TILE PATTERN

SCALE IN FEET

0 2' 4' 6'

2 2

W

2Q R

B0

2_

Pl an s-

CONCRETERESINOUS FLOORING

CONCRETE FLOOR SLAB

RESINOUS FLOORING

(NOT TO EXCEED 1:12

SLOPE)

SAW-CUT KERF (DEPTH AND

WIDTH SUFFICIENT TO

ALLOW RESINOUS FLOORING

TO TAPER AT FULL SPECIFIED

THICKNESS OR GREATER)

FACE OF FLOOR SLAB

COVED CORNER -

COVER MORTAL JOINT

MORTAR JOINT

FACE OF FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

RESINOUS BASE

METAL EDGE TRIM

BACKER ROD AND SEALANT

INDUCED SAW CUT

RE: SPECIFICATIONS

6"

FACE OF FLOOR SLAB

FACE OF FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

CEMENT BACKER BOARD

FLUSH W/ GYP BD ABOVE

RESINOUS BASE

METAL EDGE TRIM

BACKER ROD

COVED CORNER

6"

RE: SPECIFICATIONS

SCHEDULED PARTITION -

RE: PLANS

4" 6'

6"

1' - 6"

1x4 BLOCKING

(TYP.)

SLOPED SHEET

METAL TOP

COAT HOOKS

PREFINISHED

METAL SHELF

WALL PER PLANS

1' - 6"

LOCKER BASE PER

SPECS AND DETAILS.

1' - 0"

6'

4"

SLOPED SHEET

METAL TOP

PROVIDE FILLER

PANEL AND CLOSURE

TRIM AT END OF

LOCKER RUN

WALL PER PLAN

LOCKER BASE PER

SPECS AND DETAIL

B3/A-551.

METAL LOCKER

(ML-1) REFERENCE

FINISH SCHEDULE

CONT. 3/4" F.R.T.

PLYWOOD BLOCKING

CONCRETE FLOOR SLAB.

CONCRETE LOCKER BASE.

METAL LOCKER

PER SPECS.

4"

1' - 6" ±

1"

(VERIFY WITH MANUF.)

1' - 6"

FLOOR FINISH PER SCHEDULE.

RESINOUS FLOOR

SYSTEM.

PARTITION RE: PLAN

GROUT PITCHED

1/4"/FT TO DRAIN.

CONCRETE SLAB.

RE: STRUCTURAL FLOOR DRAIN.

RE: PLUMBING

RECESSED FLOOR SLAB

SOLID SURFACE

SHOWER SURROUND.

2"

WALK-OFF MAT

RECESSED INTO SLAB

VERIFY RECESS DEPTH WITH

WALK-OFF MAT MANUFACTURER

ADJACENT FLOOR FINISH

/4

CONCRETE

FLOOR SLAB

CAST-IN ALUM. WALK OFF

MAT FRAME AT PERIMETER

CERAMIC WALL TILE

/8

0' - 0 1/8"

STAINLESS STEEL

CERAMIC TILE TRIM

(MT-1), REFERENCE

SPECIFICATION 09 30 10

WALL - REFERENCE

PARTITION TYPE PLANS

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SCALE: NTSA4

FLOOR TRANSITION

SCALE: NTSB1

FLOORING DETAIL

SCALE: NTSB2

RESINOUS BASE DETAIL

SCALE: 3/4" = 1'-0"C4

METAL LOCKER DETAIL

SCALE: 1 1/2" = 1'-0"B3

LOCKER BASE DETAIL

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1' 2' 3'

SCALE: NTSC3

SHOWER FLOOR DETAIL

SCALE: NTSB4

DETAIL AT WALK-OFF-MAT

SCALE: NTSA3

CERAMIC TILE TRIM DETAIL

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ROOM FINISH SCHEDULE GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

REFER TO SPECIFICATION 09 06 00 SCHEDULE OF FINISHES. BASIS OF DESIGN

OR EQUIVALENT COLOR AND FINISH CODES ARE AS INDICATED ON THE ROOM

FINISH SCHEDULE.

REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS, WALL

FINISH DRAWINGS, ENLARGED PLAN DRAWINGS AND INTERIOR DETAIL

DRAWINGS FOR ADDITIONAL FINISH PLACEMENT INFORMATION.

REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS, STRUCTURAL

DRAWINGS AND COMMUNICATION DRAWINGS FOR COORDINATION OF

BUILDING FINISHES TO BUILDING SYSTEMS.

REFER TO WALL FINISH DRAWINGS AND INTERIOR ELEVATIONS FOR WALL

FINISH EXTENTS, AND SIGNAGE, LOCATIONS.

REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND CEILING

MATERIAL EXTENTS.

REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND INTERIOR

ELEVATIONS FOR PLACEMENT OF INTERIOR FINISHES IN TOILET/LOCKER

ROOMS.

REFER TO MILLWORK DETAIL DRAWINGS AND INTERIOR ELEVATIONS FOR

ASSIGNMENT OF SOLID SURFACE AND PLASTIC LAMINATE FINISHES AND

ADDITIONAL INFORMATION.

PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL MOUNTED ITEMS

INCLUDING TOILET FIXTURES, TOILET ACCESSORIES, TOILET PARTITIONS,

MILLWORK, SHELVES, COUNTERTOP SUPPORTS, MARKERBOARDS,

TACKBOARDS, AND ANY OTHER WALL MOUNTED OBJECT.

UNLESS NOTED OTHERWISE, ALL EXPOSED STEEL TO BE PAINTED TO MATCH

ADJACENT SURFACE.

UNLESS NOTED OTHERWISE, ALL EXTERIOR / PERIMETER WINDOWS TO

RECEIVE RS-1. REFER TO SPEC SECTION 12 24 13.

ALL WINDOW SILLS TO BE SSF-1.

ALL INTERIOR HOLLOW METAL DOORS AND DOOR FRAMES TO BE PA-4.

ALL METAL FABRICATIONS AND HANDRAILS TO BE PA-4.

INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR.

ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED.

WALL CORNER GUARDS TO BE INSTALLED STARTING AT THE TOP OF THE

SCHEDULED WALL BASE AND EXTEND A MINIMUM OF 4'.

AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED SURFACES.

PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS STEEL,

PIPING, HANGERS, VALVES AND CONDUITS EXCEPT PRE-FINISHED LINER PANELS

AND FOAM GENERATORS. THE PAINT COLOR SHALL BE AS INDICATED ON

SCHEDULE.

ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND ASSOCIATED

SUPPORTING EQUIPMENT TO BE PAINTED PA-5 UNLESS OTHERWISE REQUIRED

BY CODE. COORDINATE WITH MECHANICAL / ELECTRICAL FOR FINISHES ON

MECHANICAL OR ELECTRICAL EQUIPMENT.

DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES, OPERATING

PARTS, LABELS OR WARNINGS.

REFER TO AND COORDINATE WITH FURNITURE DRAWINGS AND TYPICAL

MOUNTING HEIGHTS DRAWING FOR WALL MOUNTING HEIGHTS OF FF&E, VISUAL

DISPLAYS AND AUDIO VISUAL EQUIPMENT.

SHOWER SURROUNDS TO BE SSF-2, 3-SIDES TO HEIGHT OF 7' 0".

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

REMARKS

1.

2.

3.

4.

5.

OPTION A: THIS ROOM TO BE PART OF WELDING ROOM OPTION

OPTION B: THIS ROOM TO BE PART OF ADMINISTRATIVE AREA OPTION

OPTION C: THIS ROOM TO BE PART OF PAINT BOOTH ENCLOSURE OPTION.

RE: SPECIFICATION 09 97 13.27 FOR PAINTING OF EXPOSED STEEL

STRUCTURE INSIDE AND OUTSIDE OF HANGAR BAY, INCLUDING STEEL

SLIDING HANGAR DOOR FRAMING. HANGAR DOOR MOVING PARTS AND

GUIDE RAILS ARE EXCLUDED FROM PAINTING AND SHALL BE FINISHED PER

HANGAR DOOR SPECIFICATION 08 34 16.10.

REFER TO C5/A-402 FOR TYPICAL WALL TILE PATTERN FOR WALLS NOT

ELEVATED.

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ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR

BASE WALLS

CEILING REMARKSMATERIAL NORTH EAST SOUTH WEST

GROUND FLOOR

101 HANGAR BAY CH-1 - PE-5 PE-5 PE-5 PE-5 PE-5 4

102 PAINT BOOTH ENCLOSURE CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5 3

103 PAINT MIXING CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

104 CLEANING ROOM CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

105 CORROSION CONTROL CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

106 AIR SHOWER 2 CH-1 - PA-1 PA-1 PA-1 PA-1 PA-5

107 ANTE ROOM CH-1 RB-1 PE-1 PE-1 PE-1 PE-1 PE-5

108 AIR SHOWER 1 CH-1 - PA-1 PA-1 PA-1 PA-1 PA-5

109 WOMEN'S RESTROOM (DIRTY) EF-1 EF-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 5

110 MEN'S RESTROOM (DIRTY) EF-1 EF-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 5

111 WOMEN'S AIRLOCK (DIRTY) CH-1 RB-1 PE-1 PE-1 PE-1 PE-1 PE-5

112 WOMEN'S SHOWER (DIRTY) EF-1 EF-1 PE-1 PE-1/SSF-2/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 5

113 WOMEN'S RESTROOM (CLEAN) EF-1 EF-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 5

114 HALL CH-1 RB-1 PA-1 PA-1 PA-3 PA-1 PA-5

115 JANITOR 2 CH-1 RB-1 PE-1/FRP-1 PE-1 PE-1 PE-1/FRP-1 PE-1

116 MEN'S RESTROOM (CLEAN) EF-1 EF-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 5

117 MEN'S SHOWER (DIRTY) EF-1 EF-1 PE-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/SSF-2/TLC-1/2 PE-5 5

118 MEN'S AIRLOCK (DIRTY) CH-1 RB-1 PE-1 PE-1 PE-1 PE-1 PE-5

119 COMPOSITES CH-1 RB-1 PA-1/2 PA-1 PA-1 PA-1/2 PA-5

120 CHILLERS CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

121 MECH CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

122 FIRE PUMP CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

123 COMM CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

124 ELEC CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

125 STRUCTURES CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

126 TOOL ROOM CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

127 VESTIBULE WOM-1 RB-1 PA-1 PA-1 PA-1 PA-3 ACT-1 2

128 CORRIDOR CH-1 RB-1 PA-1 PA-1 PA-1 PA-3 ACT-1 2

129 CHIEF OFFICE CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1 2

130 JANITOR 1 CH-1 RB-1 PE-1/FRP-1 PE-1/FRP-1 PE-1 PE-1 ACT-1 2

131 UNISEX 1 EF-1 EF-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 2

132 UNISEX 2 EF-1 EF-1 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-1/TLC-1/2 PE-5 2

133 READY ROOM CH-1 RB-1 PA-1 PA-3 PA-1/TLC-3 PA-1/TLC-3 ACT-1 2

134 STORAGE CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1 2

135 STRUCTURES BULL PEN CH-1 RB-1 PA-1 PA-1 PA-3 PA-1 ACT-1 2

136 CONFERENCE ROOM CH-1 RB-1 PA-2 PA-1 PA-1 PA-1 ACT-1 2

137 METALS TECH BULL PEN CH-1 RB-1 PA-3 PA-1 PA-1 PA-1 ACT-1 2

138 VESTIBULE CH-1 RB-1 PA-1 PA-1 PA-1 PA-3 ACT-1

139 METALS TECH SHOP CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5

140 WELDING CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-5 1

MECHANICAL PLATFORM

141 MECHANICAL PLATFORM CH-1 - - - - - PA-5

FINISH LEGEND - BASIS OF DESIGN OR EQUIVALENT

MATERIAL DESCRIPTION/SIZE MANUF.

MODEL

NAME/NUMBER PRODUCT NAME/NUMBER COLOR NAME/NUMBER REMARKS

PE-1/FRP-1 FIBERGLASS REINFORCED PLASTIC PANOLAM FRP - WHITE -

ACOUSTICAL CEILING TILE

ACT-1 24" X 24" x 3/4" BEVELED TEGULAR ARMSTRONG ULTMA 1911 ULTIMA 1911 WHITE 1911 SUSPENSION SYSTEM 15/16" PRELUDE

WHITE

CORNER GUARD

CG-1 CORNER GUARD - RESILIENT CONSTRUCTION SPECIALTIES SM-20N - ACROVYN DRIFTWOOD 262 -

FIBERGLASS REINFORCED PLASTIC

FRP-1 FIBERGLASS REINFORCED PLASTIC PANOLAM FRP - WHITE -

FLOORING

CH-1 CONCRETE - HARDENED EUCLID CHEMICAL SURFHARD - CLEAR RE: SPECIFICATION 03 30 00.00 10

EF-1 3 COAT RESINOUS FLOORING SYSTEM SHERWIN WILLIAMS - - MULTI COLORED, SW6229, SW7673, SW7674, SW7005

GROUT

GR-1 GROUT TEC POWER GROUT - SILVERADO 949 *USE WITH TLC-1/2

LAMINATE

PLAM-1 PLASTIC LAMINATE WILSONART HPL - PEWTER MESH 4878-38 VELVET FINISH

MISCELLANEOUS

ML-1 LOCKERS LYON SINGLE TIER 5022 5022 3E GREEN BLUE -

MT-1 METAL TRIM SCHLUTER JOLLY A 80 AT 2.3 SHLUTER JOLLY A 80 AT SATIN NICKEL ANODIZED ALUMINUM -

PAINT

PA-1/PE-1 ACRYLIC/EPOXY SHERWIN WILLIAMS - - AGREEABLE GRAY SW7029 -

PA-2 ACRYLIC SHERWIN WILLIAMS - - WHIRLPOOL SW9135 -

PA-3 ACRYLIC SHERWIN WILLIAMS - - PEWTER CAST SW7673 -

PA-4 ACRYLIC SHERWIN WILLIAMS - - PEPPERCORN SW7674 -

PA-5/PE-5 ACRYLIC/EPOXY SHERWIN WILLIAMS - - PURE WHITE SW7005 PE-5: RE: SPECIFICATION 09 97 13.27

PA-6 ACRYLIC SHERWIN WILLIAMS - - TRICORN BLACK SW6258 -

PE-7 EPOXY SHERWIN WILLIAMS - - MATCH PAFB CONCH RE: SPECIFICATION 09 97 13.27

RESILIENT BASE

RB-1 RESILIENT BASE 4" X 120' JOHNSONITE BASEWORKS - SILVER GREY 55 -

SOLID SURFACE FABRICATION

SSF-1 SOLID SURFACE DUPONT CORIAN - LAVA ROCK -

SSF-2 SOLID SURFACE SWANSTONE BATH WALL PANELS - ARCTIC GRANITE 035 -

TILE

TLC-1 CERAMIC 6" x 12" DALTILE NATURAL HUES QH83 LACE QH83 MATTE FINISH

TLC-2 CERAMIC 6" x 12" DALTILE NATURAL HUES QH08 CINDER QH08 MATTE FINISH

TLC-3 CERAMIC 3" x 6" DALTILE NATURAL HUES QH83 LACE QH83 MATTE FINISH

TOILET PARTITIONS

TC-1 TOILET PARTITIONS/URINAL SCREEN GLOBAL PARTITOINS - - STAINLESS STEEL -

WALK-OFF MAT

WOM-1 WALK OFF MAT CONSTRUCTION SPECIALTIES PEDIMAT M1 WITH

MONOTUFT HD

M1 WITH MONOTUFT HD PEWTER 9321 LEVEL BASE FRAME

WINDOW COVERING

RS-1 ROLLER SHADE MECHOSHADE 600 SERIES - SILVER BIRCH 6006 3% OPEN WEAVE

NOTE: MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH DESIGN INTENT ONLY AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM OTHER MANUFACTURERS.

WHEN ALTERNATE SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL INCLUDE COLOR SAMPLES OF MATERIALS LISTED FOR COMPARISON.

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