W912QR20B0023Plans-0002.pdf

9" PINE

10" PINE

8" MYRTLE

8" MYRTLE

FO

G

G

FO

G

G

WV

TB

G

MH COMMUNICATIONS

TOP 78.94

WV

FO

FO

G

6" CPP

INV 78.42

6" CPP

INV 76.17

8" CONCRETE WALL

TOP 81.60

DROP INLET

TOP 80.71

6" PVC SE INV 78.26

12" CONCRETE WALL

TOP 86.12

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x

S

D

S

D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x

MITERED END SECTION

18" RCP INV 76.09

DROP INLET

TOP 78.28

18" RCP (N) INV 75.46

18" RCP (S) INV 75.57

MITERED END SECTION

18" RCP INV 74.62

S

R

R

W

TRAINING BUILDING

FFE=81.58

OMS

FFE=81.58

ET

EAST R/W OF SR-77

EOP

EOP

EOP

EOP

EOP

EOP

TOB

TOB

TOB

TOS

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

ASPHALT PARKING

ASPHALT PARKING

A

S

P

H

A

L

T

P

A

R

K

I

N

G

S

A

C

E

S

ASPHALT DRIVE

ASPHALT DRIVE

GATE

GATE

GATE

GATE

GATE

CONC. PAD

CONC. PAD

CANOPY

6''SS

6''SS

S

S

S

S

CO 4

CO 4

CO 4

12" CONCRETE WALL

TOP 81.60

P

P

P

P

P

P

P

P

P P

P

P

P

P P P

P

P P P P

FH

GATE POST

GATE POST

UTLTY BOX

GUTTER

GUTTER

GUTTER

GUTTERGUTTERGUTTERGUTTERGUTTER

ELEC OUTLET

ELEC OUTLET

ELEC OUTLET

GUTTER

GUTTER

GUTTER

3xELEC OUTLET

2xELEC OUTLET

ELEC OUTLET

FDC

FDC

NON SKID MAT

BIKE RACK

FLAG POLE

FH

FDC

EB

FDC

FDC

EB

EB

G

G

G

G

G

G

G

FO

FO

FO

FO

DROP INLET

18" RCP INV 75.15

MITERED END SECTION

18" RCP INV 74.26

S

D

4X1 1/2" PVC VENT

ELEV 77.24

10" BFP

4" BFP

MITERED END SECTION

18" RCP INV 77.11

FOC BOX 36X48

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

OE

OE

OE

OE

OE

OE

OE

OE

OE

CONC. SIDEWALK

O

E

FOUND CM 4X4

FOUND CM 4X4

POINT OF BEGINNING

FOUND IR BRASSCAP

FOUND IR BRASSCAP

FOUND CM R/W

FOUND CM 4X4

FOUND CM 4X4

FOUND IR BRASSCAP

2.3 S

0.4 E

FOUND IR BRASSCAP

EB

WV

UHS

FFE=80.95

SIGN

CONC. SIDEWALK

MITERED END SECTION

18" RCP INV 77.52

9" PINE

8" MYRTLE

EOP

CP #1

S

R

W

EOP

EOP

W

W

W W

W W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

F

M

FM FM

EAST R/W OF SR-77

E

S

E

M

E

N

T

O

R

G

S

E

M

E

N

T

O

R

U

E

U

E

UE

U E

U

E

U

E

U

E

U

E

ELEC OUTLET

ELEC OUTLET

GUTTER

ELEC PANEL

CO 6

SPIG

N

W

N

W

S89° 35' 39"E

251.69'

S88° 13' 24"E

337.80'

S88° 13' 24"E

337.79'

S

W

S

W

N88° 38' 57"W

231.44'

S24° 38' 34"E

18.15'

S

W

R=5768.67'

L=176.77'

D=1°45'20"

CHORD=176.76'

BEARING=N25° 29' 06"W

N

W

3x VENTS

S H

E D

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

SS-4

TOP 81.12

6" PVC E INV 76.52

6" PVC S INV 76.47

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

VENT PIPE

SS-1

TOP 79.03

6" PVC E INV 76.03

6" PVC NW INV 76.33

WET WELL

TOP 80.53

6" PVC N INV 69.53

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

VALVE VAULT

CP #2

W W

W

S

A

N

S

D

EXISTING

STORMWATER POND

EXISTING

STORMWATER

POND

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

EXISTING

TRAINING BUILDING

NEW ADDITION

PROTECT MES FROM

SEDIMENTATION

4:1

SHEET KEYNOTES

1. NEW CLEANOUT

SEE DETAIL D8, SHEET C-503

2. NOT USED

3. NEW YARD DRAIN

SEE DETAIL A6, SHEET C-502

4. NEW CONCRETE COLLAR

SEE DETAIL C2, SHEET C-503

5. NEW RIP-RAP

SEE DETAIL A1, SHEET C-503

6. CONTRACTOR TO FOLLOW OFFSET OF

EXISTING RADII FOR THE NEW PAVEMENT,

WALKWAY, AND CURB LINE.

MEG

MEG

MEG

MEG

MEG

79.80

79.90

79.20

80.30

81.50

MEG

MEG

MEG

MEG

81.50

81.50

81.50

81.55

FFE 81.58

80.90

80.00

YARD DRAIN

TOP 79.50

FINISHED FLOOR

EL. 80.75

TOP OF PAD

EL. 81.50

FFE 81.58

81.55

81.50

MEGMEG

81.50

81.50

MEG

MEG

MEG

81.55

81.55

SHEET ID

U

M

Y

C

O R

O

F

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

C

N

S O

L I C

I T

A T

I O

N

N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

2 4 6 8 10

F

D

B

P R

O J

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

G

A

P h o n e

F a x

T E

T R

A

T

E C

H

I N

C

W a r r i n g t o n

W a y

L o u i s v i l l e

K

Y

P h o n e

F a x

P R

O J

E M

E R

G E

N C

Y

H

U R

R I C

A N

E

D

A M

A G

E

R

E L O

C A

T I O

N

L O

U I S

V I L

D

I S

T R

I C

T

M

A R

T

T H

K

N

G

L O

U I S

V I L L E

K

Y

P A

N A

M

T

Y

A

L

N

A M

A

C

I T

Y

F

L

P R

O J E

C E

R T

I F

I E

D

F

I N

A L

US Army Corps of Engineers ®

Louisville District

CG100

G R

A D

I N

G

S

I T

E

P

L A

N

B

A S

E

B

I D

J W

A R

N E

R

H R

E Y

E S

B R

E A

R D

O N

A1

GRADING SITE PLAN (BASE BID)

SCALE: 1" = 40'

GENERAL SHEET NOTES:

1. ALL DISTURBED AREAS SHALL BE SODDED WITH

BAHIA SOD AT COMPLETION OF THE PROJECT.

SEE DETAIL A4, SHEET C-503.

2. SILT FENCE AND WADDLES SHALL BE USED TO

PREVENT EROSION. CONTRACTOR SHALL

PROTECT EXISTING DRAINAGE INLETS AND

DRAINS WITHIN THE DISTURBED AREA FROM

SEDIMENTATION.

SCALE: 1" =

0 40' 80'40'

40' - 0"

N

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M D

T

A U

G

W

2Q R

B0

3-

9" PINE

10" PINE

8" MYRTLE

8" MYRTLE

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x

S

D

S

D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x

SR-77

200' R/W

FH

FDC

FDC

FH

FDC

FDC

FDC

S

D

9" PINE

8" MYRTLE

SR-77

200' R/W

W W

W

S

A

N

S

D

50.00'

CLEAR ZONE

C L E

Z

N

E

C

L

E

N

E

C

L

E

N

E

C

L

E

N

E

C L E

N

E

33.00'

9.00'

22 PARKING SPACES

R

K

I

A

C

E

S

12.50'

(TYP.)

T

Y P

1.00'

EXISTING

STORMWATER POND

EXISTING

STORMWATER

POND

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

EXISTING

TRAINING BUILDING

NEW ADDITION

(5,032 SF)

UNOBSTRUCTED

SPACE (33')

15.00'

2' GRAVEL

STRIP

2' GRAVEL

STRIP

2' GRAVEL

STRIP

5.00'

33.00'

SHEET KEYNOTES

1. SITE BENCHMARK NAIL & DISK LB7137

N 503343.5860

E 1596850.6610

ELEV 80.76

2. SITE BENCHMARK NAIL & DISK LB26

N 503332.6460

E 1597205.7200

ELEV 81.37

3. SEE STRUCTURAL DRAWINGS FOR

NEW ARMS VAULT CONTAINER AND UHS PADS

4. NEW CONCRETE SIDEWALK

SEE DETAIL A1, SHEET C-501

5. NEW WHEELSTOP

SEE DETAIL D6, SHEET C-502

6. NEW 12" RIBBON CURB @ ROAD EDGE

SEE DETAIL C3, SHEET C-501

7. NEW ASPHALT PAVEMENT

SEE DETAIL D7, SHEET C-501

8. NEW ASPHALT PAVEMENT

SEE DETAIL F7, SHEET C-501

9. NEW BOLLARD

SEE DETAIL D8, SHEET C-502

10. NEW CLEANOUT

SEE DETAIL D8, SHEET C-503

11. OPEN CUT EXISTING PAVEMENT

SEE DETAIL D3, SHEET C-502

12. NEW 12" RIBBON CURB @ POND

SEE DETAIL A3, SHEET C-501

13. NEW YARD DRAIN

SEE DETAIL A6, SHEET C-502

14. NEW CONCRETE COLLAR

SEE DETAIL C2, SHEET C-503

15. NEW RIP-RAP

SEE DETAIL A1, SHEET C-503

16. NEW CONCRETE APRON

SEE DETAIL A3, SHEET C-502

17. SEE DETAIL C1, SHEET S-302

18. NEW FIRE HYDRANT

SEE DETAIL A8, SHEET C-503

19. GRAVEL BUFFER,

SEE DETAIL C6, SHEET C-501

POINT TABLE

POINT #

DESCRIPTION

FRONT OF SIDEWALK

FRONT OF SIDEWALK

BACK OF PARKING

BACK OF PARKING

MITERED END SECTION

CORNER OF BLDG

CORNER OF BLDG

CORNER OF BLDG

CORNER OF PAD

CORNER OF PAD

EDGE OF SIDEWALK

EDGE OF SIDEWALK

EDGE OF SIDEWALK

NORTHING

503236.12

503302.71

503310.55

503303.81

503229.76

503253.54

503223.51

503193.25

503120.56

503107.58

503143.87

503125.60

503096.44

EASTING

1596837.95

1596879.29

1596912.28

1597110.17

1597131.79

1597188.06

1597173.10

1597168.91

1597119.95

1597162.95

1597192.03

1597188.08

1597140.00

R 5

R 5

R 5

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

FIRE PUMP HOUSE

FIRE DEPARTMENT

CONNECTION

FIRE BFP

5.00'

10.00'

UNHEATED

STORAGE

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

2 4 6 8 10

F

D

B

P R

O

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

G

A

P h o n e

F a x

T E

T R

A

T

E C

H

I N

C

W a r r i n g t o n

W a y

L o u i s v i l l e

K

Y

P h o n e

F a x

P R

O J

E M

E R

G E

N C

Y

H

U R

R I C

A N

E

D

A M

A G

E

R

E L O

C A

T I O

N

L O

U I S

V I L

S

T R

I C

T

M

A R

T

T H

K

N

G

L O

U I S

V I L L E

K

Y

P A

N A

M

T

Y

A

L

N

A M

A

C

I T

Y

F

L

P R

O J E

C E

R T

I F

I E

D

F

I N

A L

US Army Corps of Engineers ®

Louisville District

CS100

C I V

I L

S

I T

E

P

L A

N

B

A S

E

B

I D

J

W

A R

N E

R

H

R

E Y

E S

B

R

E A

R D

O N

A1

CIVIL SITE PLAN (BASE BID)

SCALE: 1" = 40'

X

SCALE: 1" =

0 40' 80'40'

40' - 0"

N

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M D

T

A

W

2Q R

B0

3-

REFERENCES:

1. ICC INTERNATIONAL BUILDING CODE, 2018 EDITION

RISK CATEGORY II IN ACCORDANCE WITH TABLE 1604.5

2. STATE BUILDING CODE: FLORIDA BUILDING CODE

3. ASCE/SEI 7-16 - MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES

DEAD LOADS:

ROOF DEAD LOAD = (SELF WEIGHT) OR 10 PSF

ROOF COLLATERAL* LOAD = 5 PSF

AVAILABLE TO RESIST UPLIFT = SELF WEIGHT OF STRUCTURAL FRAMING ONLY

* COLLATERAL LOAD INCLUDES PROVISION FOR HANGING LOADS INCLUDING

SPRINKLERS, DUCTWORK, PLUMBING, CEILING AND OTHER

COMPONENTS. REFER TO DRAWINGS FOR CONCENTRATED LOADING.

LIVE LOADS (U.N.O.):

TYPICAL GROUND FLOORS = 50 PSF

OFFICES = 50 PSF

LIGHT STORAGE = 125 PSF

ROOF = 20 PSF

FROST DEPTH = 0'-0"

ROOF SNOW LOAD:

GROUND SNOW LOAD, Pg = 0 PSF

WIND LOAD:

ULTIMATE DESIGN WIND SPEED, Vult = 133 MPH NOMINAL DESIGN WIND SPEED, Vasd = 103 (Vult*√0.6) MPH

RISK CATEGORY = II

WIND EXPOSURE CATEGORY = C

DIRECTIONALITY FACTOR, Kd = 0.85

TOPOGRAPHY = 1.0

INTERNAL PRESSURE COEFFICIENT, GCpi = ± 0.18

BUILDING ENCLOSURE CLASSIFICATION = ENCLOSED

FOR COMPONENTS & CLADDING PRESSURES, REFER TO CHART ON S-001

SEISMIC DESIGN DATA:

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR, Ie = 1.0

SDS = 0.075

SD1 = 0.082

SS = 0.07g S1 = 0.051g

SITE CLASS = 'D'

SEISMIC DESIGN CATEGORY = 'B'

RESPONSE MODIFICATION FACTOR, R = 1.5

BASIC SEISMIC FORCE RESISTING SYSTEM = (ORDINARY REINFORCED MASONRY SHEAR WALLS)

SEISMIC RESPONSE COEFFICIENT, Cs = 0.05

DESIGN BASE SHEAR: = 0.05W KIPS

ANALYSIS PROCEDURE: = EQUIVALENT LATERAL FORCE

RAIN DESIGN DATA:

15-MINUTE PRECIPITATION INTENSITY = 8.53 IN./HR

60-MINUTE PRECIPITATION INTENSITY = 4.55 IN./HR

A.

B.

C.

D.

E.

F.

G.

H.

DESIGN CRITERIA

ROOF ZONES

NEGATIVE ZONE 1

NEGATIVE ZONE 2

POSITIVE ZONE 1

POSITIVE ZONES 2 & 3

10 SF 50 SF 100 SF

-62

ROOF

FACTORED (ULTIMATE) COMPONENTS & CLADDING

WIND PRESSURES (PSF)

NEGATIVE ZONE 5

WALLS

POSITIVE ZONE 4 & 5

NEGATIVE ZONE 3

WALLS

NEGATIVE ZONE 4

WALL ZONES

EFFECTIVE TRIBUTARY AREA*

COMPONENTS & CLADDING

WIND PRESSURES-NEW

ADDITION

EFFECTIVE TRIBUTARY AREA*

10 SF 100 SF 500 SF

-52 -48

-81 -69 -64

-81 -69 -64

16 16 16

36 32 31

-39 -33 -30

-48 -37 -30

36 31 27 a a a

ROOF ZONES

NEGATIVE ZONE 1

NEGATIVE ZONE 2

NEGATIVE ZONE 3

POSITIVE ALL ZONES

10 SF 50 SF 100 SF

-42

ROOF

FACTORED (ULTIMATE) COMPONENTS & CLADDING

WIND PRESSURES (PSF)

NEGATIVE ZONE 5

WALLS

POSITIVE ZONE 4 & 5

NEGATIVE ZONE 3'

LOCATION OF WIND PRESSURE ZONES

NEGATIVE ZONE 4

WALL ZONES

EFFECTIVE TRIBUTARY AREA*

NOTES:

EDGE DISTANCE 'a' = 5'-0" (NEW ADDITION), 3'-0" (STORAGE BUILDING) 'h' = 12'-0" (NEW ADDITION"

* EFFECTIVE TRIBUTARY AREA: SPAN LENGTH MULTIPLIED BY AN

EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN 1/3 THE SPAN LENGTH

NEGATIVE VALUE DENOTES PRESSURE ACTING AWAY FROM THE SURFACE

UNFACTORED (NOMINAL) COMPONENTS AND CLADDING PRESSURES MAY

BE OBTAINED BY MULTIPLYING THE VALUES IN THE TABLE BY 0.60

1.

2.

3.

4.

COMPONENTS & CLADDING WIND

PRESSURES-STORAGE BUILDING

EFFECTIVE TRIBUTARY AREA*

10 SF 50 SF 500 SF

-42 -42

-49 -47 -46

-65 -51 -46

-91 -68 -59

16 16 16

-39 -35 -30

-48 -40 -30

36 32 27

SOLID PARAPET PRESSURE

CASE A ZONE 2

CASE A ZONE 3

10 SF 100 SF 500 SF

PARAPET

CASE B INTERIOR ZONE

EFFECTIVE TRIBUTARY AREA*

106 84 68

106 84 68

-63 -53 -45

CASE B CORNER ZONE -72 -56 -45

NEGATIVE ZONE 2' -59 -56 -55

1' 22

0.

2h

0.6h 0.6h

ROOF - BUILDING ADDITION

2a2a

4a 4a

2a 2a

3'

2'

ROOF - STORAGE BUILDING

3'

2' a

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 3 5 7 9

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10

F

D

B

PR

O

J

P N

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (6

) 3

-7

Fa x

(6

) 3

-7

TE

TR

A

TE

C H

, I N

C

W ar rin gt on W ay Lo ui sv ille , K

Y

Ph on e (5

) 5

-5

Fa x

(5

) 5

-5

PR

O J

0-

2-

S-001

ST

R

U C

TU

R

AL

G

EN

ER

AL

N

O

TE

S

EM

ER

G

EN

C Y

(H U

R R

IC

AN

E D

AM

AG

E) R

EL

O

C

AT

IO

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L

LO

U

IS

VI

LL

E, K Y

M D

S

JA

T

JL

B

/0

9/

C

ER

TI

FI

ED

F

IN

AL

PA

N

AM

A

C

IT

Y

AR

C (F

L1

PA

AM

A

C

IT

Y, F

L

PR

O

JE

C

T

STRUCTURAL GENERAL NOTES

A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FOR THE DRAWING READER'S

CONVENIENCE. SEE ALSO INDIVIDUAL DRAWING NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND

REQUIREMENTS.

B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE

DOCUMENTS, UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE DRAWING

C. ALL ELEVATIONS ARE REFERENCED TO FIRST FLOOR EL. 0'-0" = 81.58'. ELEVATIONS SHOWN ON DRAWINGS ARE REFERENCED

TO THIS DATUM UNLESS NOTED.

D. ALL EXISTING DIMENSIONS SHOWN WITH THE ± SYMBOL ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE

CONTRACTOR BEFORE FABRICATION AND CONSTRUCTION.

E. DIMENSIONS MARKED WITH A "X" SHALL BE DETERMINED BY EQUIPMENT MANUFACTURER AND COORDINATE BY

CONTRACTOR

F. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN PROJECT SPECIFICATIONS.

G. ABBREVIATIONS

OPP OPPOSITE

ORIG ORIGINAL

PEMB PRE-ENGINEERED METAL

BUILDING

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PRCST PRECAST

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

R RISER

RAD. RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF. REINFORCEMENT

REQ REQUIRE

REQ'D REQUIRED

REV REVISION

RO ROUGH OPENING

SCHED SCHEDULE

SF SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

SPA. SPACE

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STAG. STAGGER

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STRUCT STRUCTURE(AL)

SYM SYMMETRICAL

T TREAD

T.O.C. TOP OF CONCRETE

T/ TOP OF

TEMP TEMPORARY

THK THCKNESS

TOF TOP OF FOOTING

TOS TOP OF SLAB

TRANSV. TRANSVERE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VERT VERTICAL

W.P. WORK POINT

W/ WITH

W/O WITHOUT

WS WATER STOP.

WWF WELDED WIRE FABRIC

F.S. FAR SIDE

F.V. FIELD VERIFY

FD FLOOR DRAIN

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLG. FLANGE

FLR FLOOR

FND. FOUNDATION

FRMG FRAMING

FT FOOT

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZED

GR. GRADE

GRTG GRATING

H.P. HIGH POINT

H.R. HAND RAIL

HK HOOK

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING VENTILATION AND

AIR CONDITIONING

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

I.J. ISOLATION JOINT

IN. INCH

INSUL INSULATION

L ANGLE

L.P. LOW POINT

LBS POUNDS

LF LINEAR FOOT (FEET)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MID MIDDLE / MIDPOINT

MIN MINIMUM, MINUTE

MISC. MISCELLANEOUS

MTL METAL

N NEW

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

NA NOT APPLICABLE

NO NUMBER

NOM NOMINAL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

A.B. ANCHOR BOLT

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ALT. ALTERNATE

ALUM. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT(URAL)

B.M. BEAM

B.O. BOTTOM OF

B.O.F BOTTOM OF FOOTING

B.O.S. BOTTOM OF STEEL

B.S. BOTH SIDES

BLDG. BUILDING

BOT. BOTTOM

BRG. BEARING

BTWN BETWEEN

C/C CENTER TO CENTER

CCJ CRACK CONTROL JOINT

CFS COLD FORMED STEEL

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CTR CENTER

DBA DEFORMED BAR ANCHOR

DEMO DEMOLISH

DIA DIAMETER

DIM DIMENSION

DIST DISTANCE

DN DOWN

DTL. DETAIL

DWG(S) DRAWING(S)

DWL DOWEL

E EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL / ELEV. ELEVATION

ELEC ELECTRIC(AL)

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXTG EXISTING

FOUNDATIONS

A. DESIGN IS BASED ON THE GEOTECHNICAL/SUBSURFACE INVESTIGATION REPORT PREPARED BY ARDAMAN & ASSOCIATES, INC., DATED MARCH 04, 2020. THE GEOTECHNICAL REPORT IS AVAILABLE FOR INFORMATION ONLY.

B. ALLOWABLE BEARING PRESSURES AS FOLLOWS:

CONTINUOUS WALL FOUNDATIONS = 1500 PSF

ISOLATED COLUMN FOUNDATIONS = 1500 PSF

C. GEOTECHNICAL ENGINEER SHALL BE RETAINED BY OWNER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER.

D. PRIOR TO PLACING ENGINEERED FILL, THE SITE SHALL BE STRIPPED AND PROOF ROLLED. ANY SOFT SPOTS ENCOUNTERED SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL. REFER TO EARTHWORK SPECIFICATION FOR ADDITIONAL

INFORMATION.

E. DURING CONSTRUCTION, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S

PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

F. A MINIMUM OF 4" THICK LAYER OF #57 GRAVEL MUST BE PLACED UNDER ALL SLABS ON GRADE UNLESS NOTED OTHERWISE.

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B0

3-x xx x

NEW

OPENING

NEW L4x4X5/16

EACH FACE

EXISTING 8" CMU WALL

T/OPENING

EL = 10'-8" (V.I.F.)

3/4" (A325) THRU BOLTS,

EVENLY SPACED @ 16" 0.C.

(2 BOLTS MIN. IN EACH JAMB)

1' - 0"

E8

S-303 GROUT 1'-4" ABOVE

NEW OPENING

7' - 2 1/2"

16" MIN.

T/SLAB

EL = 0'-0" (V.I.F.)

PROPOSED SLAB

TURNDOWN EDGE

EXIST. SLAB

TURNDOWN EDGE

PROPOSED SLAB

TURNDOWN EDGE

(COORDINATE WITH ARCH. DWGS)

B8 S-303

L4x4X5/16 EACH FACE

AND EXTEND BEYOND

OPENING PER

EXIST. 8" CMU

LINTEL REINFORCING RETROFIT NOTES:

1. BASIS OF DESIGN IS FOR LOAD BEARING WALL CONDITIONS WITH ROOF LOADING.

2. CONTRACTOR TO SHORE WALL AND CEILING ABOVE OPENING AS NEEDED.

3. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.

GROUT SOLID 16"

ABOVE OPENING W/

3000 PSI GROUT

3/4" (A325) THRU

BOLTS

3/16 2-12

3/16 2-124" CONT. @

ENDS

1/4" X 8" CLOSURE PLATE

(LENGTH TO MATCH WIDTH

OF CLEAR OPENING)

SHIM AS REQUIRED

(TYP. BOTH SIDES)

3"

GROUT EXIST. CMU BLOCK FACE

AS REQUIRED TO PROVIDE AN EVEN

CONTACT SURFACE WITH THE STEEL

ANGLE (TYP.)

/D4 S-303

D

IM

V.

I.F

0' - 4"

7' - 2 1/2"

DIM. (V.I.F.)

CONTRACTOR TO CAREFULLY

REMOVE EXISTING CMU

BLOCKS AS REQUIRED FOR

THE PROPOSED OPENING.

COORDINATE PROPOSED

OPENING WIDTH WITH

ARCH. DRAWINGS.

T/OPENING

EL = 10'-8" (V.I.F.)

(COORDINATE WITH ARCH. DWGS)

T/SLAB

EL = 0'-0" (V.I.F.)

REMOVE ONE EXTRA COURSE OF

CMU BLOCK BELOW FFL (TYP.)

INSTALL LINTEL PER

DETAIL

PRIOR TO REMOVING

CMU BLOCKS

BELOW.

/D4 S-303

EFG

E1 S-302

VERTICAL

X-BRACING

(TYP)

COMPACTED SUBGRADE

FINISH GRADE

PEMB COLUMN

ANCHOR BOLT DIAMETER

BY PEMB MFR. 1'- 3"

EMBEDMENT (TYP.)

0' - 0"

T/SLAB

#5 @12 O.C.

15' - 0" 15' - 0"

PLAN DIM.

ROOF PURLIN (TYP.)

12' - 3 1/8"

ROOF EAVE ELEVATION

5/8" DIA. SMOOTH DOWELS

1'-6" LONG @ 12" 0.C.

DRILL AND EPOXY 6" INTO

EXIST. SLAB

EXISTING FOOTING

GREASE

THIS SIDE

SEE PLAN

FOR SLAB

REINF.

VERIFY EXIST.

CMU BLOCK

FULLY GROUTED

EXIST. SALB ON

GRADE

T/SLAB

EL = 0'-0"

0'

SCALE:

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

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1 3 5 7 9

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2 4 6 8 10

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P ar kw ay

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Fa x

(6

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-7

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) 5

-5

Fa x

(5

) 5

-5

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0-

2-

2'8 1'4 5'4 10'8

3/8" = 1'-0"

1' 6" 2' 4'

1" = 1'-0"

S-303

ST

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1/2" = 1'-0"D4 LINTEL IN EXISTING 8" CMU WALL - ELEV.

1" = 1'-0"E8 LINTEL IN EXISTING 8" CMU WALL - SECTION

1/2" = 1'-0"D1 PROPOSED DEMO.

1/2" = 1'-0"A1 SECTION

1" = 1'-0"B8 SECTION

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B0

3-

A-201 D1

A-201 D6

A-201 B1

A-201 F1

EWC

HB

ROOF

ACCESS

LADDER

LOCATION OF ARMS VAULT

CONTAINER

A

A

A1 A-302

D.S.

DRIVEWAY

-SEE CIVIL

B1 A-301

CJ

D.S. D.S. CJ

CJ

CJ

CJ

133A

D

CJ

59' - 0"

W1

A8 A-302

P3.4

P11.6

B

B

C

CJCJ

CJ CJ

A-502 F1

A-502 A4

A-502 A7

A-502 A1

16 17

32 36

126A

128A

129A

C105C

132A

130A 131A

136A

C106A

C105B

80' - 8"

P11.8

P3.4

P3.4 P3.4 P3.4

P11.6

P11.6

P3.4 P3.4

P2.4

P2.4 P2.4

3'

4"

2'

0"

3'

4" 4'

0"

8'

0"

14' - 0" 4' - 0" 8' - 8" 4' - 0" 6' - 8" 3' - 4" 40' - 0"

4'

0" 8'

0"

4'

0" 4'

0"

110.1

110.7

110.7

110.5110.5

110.6

110.6 110.3

110.3

103D

X-CLASS 1

X-UNIT

STOR

X-CLASS 2

C105

C106

P14.6A-401 D2

0"

1'

1/

2"

9'

1/

2"

10' - 0" 12' - 5" 12' - 5" 7' - 9" 12' - 10" 14' - 5 1/4" 8' - 0 3/4"

P2.4

16' - 1"

6" 7' - 2" 4' - 0"

1' - 4"

4' - 0" 42' - 0"

EXISTING

DOWNSPOUT

5'

W2

W1 W1

W1W1

W1

W1

A4 A-302

M

IN

. F R

O M

W

AL

L

MIN. FROM WALL

10' - 0" 43' - 0"

A-401 D5

CAGE 4

8"

134A

135A

/4

CAGE 5

CAGE 6

CAGE 7

CAGE 3

CAGE 2

CAGE 1

A-501 B6

A-501 C9

F.D.

F.D.

110.4110.4

110.4

110.4

110.4110.4

P14.6

110.4110.4110.4

110.4

110.4

135B

A1 A-105

5'

/8

5' - 0"

1'

0"

5'

0"

5' - 0"

8'

6" 8'

6"

8'

6"

12' - 8"

8'

6" 8'

6"

12' - 8"

1'

3/

8"

2' W IDE

GRAVEL

STRIP - SEE CIVIL

110.5

110.5

110.5

110.5

P11.6

P11.6

1/

4"

/2

9"

14' - 10". 17' - 2".

11' - 5"6' - 7"

8' - 0"

2'

5/

8"

6'

8"

135C

6'

1/

2"

3/

8"

9" 8"

P11.8

3' - 4 3/8"

7/

8"

6' - 7 5/8"

9' - 1 1/4"9' - 4 3/4" 9 1/4"

110.9

110.9

110.9

4"

4". 4".

4"

4"

7' - 1 1/4"

7'

6" 3'

4"

1/

4"

P23

P23

P23

P23P1.4

P1.4

4"

3' - 0"

1'

0"

1' - 0"

1' - 0" 110.8

110.10

110.10

110.8110.8

3' - 8"1' - 0"

2'

0" 2'

4"

3'

8"

1' - 9"

21' - 0" 5' - 0"

110.11110.11

110.2

110.2

A-201 B9

A-201 B5

A-201 B7

A-201 A1

15' - 0"

D.S.

D.S.

140A

141A

140B

141B

5'

0" 5'

0"

8' - 2" 4' - 4"

A1 A-301

P23A

110.5110.5

110.5110.5

110.5110.5

110.5110.5

110.5

110.5

EQ

U

AL

8'

0"

EQ

U

AL

2"

EQ

U

AL

8'

0" 3'

0"

4' - 7 1/4"

4' - 7 1/4"

110.8

110.8

110.12

110.12

2X6 WOOD SILL

PLATE

2X6 WOOD BRACE

@ ENDS & 4'-0" O.C.

2X6 WOOD STUDS

@ 2'-0" O.C.

SOUND BATT

INSULATION

3/8" PLYWOOD

SHEETHING

CONT. 6 MIL POLYETHELENE

SHEETHING (TAPE ALL JOINTS)

EXISTING CEILING

2X6 WOOD

TOP PLATE

SECURLEY TIE

(WIRE) TOP TO

CEILING GRID

WHER CLG. GRID IS

REMOVED. PROVIDE 2X4

WOOD STUD BRACES TO

THE EXISTING ROOF

STRUCTURE

AT MAX. 8'-0" O.C. -

ANCHOR SECURLEY

TO STRUCTURE.

EXIST AREA NEW WORK AREA

0'

SCALE:

N

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

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Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

F

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P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

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(6

) 3

-7

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Ph on e (5

) 5

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(5

) 5

-5

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0-

2-

8' 4' 16' 32'

1/8" = 1'-0"

2'8 1'4 5'4 10'8

3/8" = 1'-0"

C :\U se rs

\ja co b.

un ge re r\D oc um en ts \A

-P C

A R

C

_j ac ob .u ng er er .rv t 8/

/2

1:

:3

PM

A-102

FL

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EW

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1/8" = 1'-0"A1 ARC ADDITION_FLOOR PLAN

1/8" = 1'-0"B7 NEW UHS_FLOOR PLAN

FLOOR PLAN KEYNOTES

No. Keynotes

110.1 DUST PARTITION AND TEMP DOOR DURING CONSTRUCTION. BUILDING

EXIT TO BE MAINTAINED THROUGHOUT CONSTRUCTION. REF. DETAIL

B9/A102

110.2 CONCRETE EQUIPMENT PAD - SEE CIVIL DWGS.

110.3 1/2" BUILDING ISOLATION JOINT

110.4 PROVIDE 3/4" BC PLYWOOD FROM FLOOR TO 9' A.F.F.; PAINT TO MATCH

WALL COLOR ON FINISH SCHEDULE. WALL BASE NOT REQUIRED AT

PLYWOOD FINISH

110.5 8" PIPE BOLLARDS 4' TALL WITH SUBGRADE CONCRETE FOOTINGS - SEE

STRUCTURAL DWGS.

110.6 NEW SIDEWALK WITH CONTROL JOINTS MAX 6' APART BOTH DIRECTIONS

110.7 CAC WALL MOUNTED DEVICE

110.8 SURFACE MOUNTED FIRE EXTINGUISHER

110.9 PAINTED 3/4" PLYWOOD AT ONE SIDE OF BACK TO BACK SHELVING - TYP.

OF 3

110.10 SEMI-RECESSED FIRE EXTINGUISHER CABINET

110.11 WALL MOUNTED A/V EQUIPMENT - PROVIDE BLOCKING PER

MANUFACTURERS REQUIREMENTS

110.12 METAL SHELVING UNIT (4'X2'X7')

ROOM NUMBER - NAME SCHEDULE

ROOM NO. ROOM NAME

UNIT STOR

126 TEAM RM

127 COPIER

128 OFF1

129 OFF2

130 OFF3

131 OFF4

132 WOMEN

133 MEN

134 ELECT

135 UNIT STOR

136 SUPPLY OFF

139 ADMIN

140 STOR 1 - UHS

141 STOR 2- UHS

C105 CORR

C106 CORR

NOTE:

1. GREY POCHED AREA REPRESENTS EXISTING

BUILDING.

2. ROOM NAMES BEGINNING WITH "X"

REPRESENT EXISTING

ROOMS

3/8" = 1'-0"B9 DUST PARTITION

FLOOR PLAN GENERAL NOTES

NO. NOTE

1. REFER TO PARTITION TYPES ON SHEET A-501.

2. REFER TO FINISH SCHEDULE ON INTERIOR DRAWINGS FOR FLOOR FINISH

AND WALL FINISH.

3. REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES AND CEILING

HEIGHTS ON SHEET A-104.

4. REFER TO FRAME TYPES FOR WINDOW & DOOR FRAME TYPES SHOWN. SEE

SHEET A-601.

5. REFER TO MECHANICAL, ELECTRICAL, AND STRUCTURAL EQUIPMENT FOR

DETAILS, EQUIPMENT SHOWN FOR REFERENCE ONLY.

6. TYPICAL FIRST FLOOR ELEVATION TO BE 0'-0" UNLESS NOTED OTHERWISE

DATUM ELEVATION COORDINATE WITH ACTUAL ELEVATIONS. REFER TO

CIVIL DRAWINGS.

7. REFER TO SIGNAGE TYPES INDICATED ON SHEET INTERIOR DRAWINGS.

8. ALL GWB PARTITIONS RECEIVE SOUND ATTENUATION INSULATION UNO.

9. ALL PARTITION WALLS IN RESTROOMS AND AT DRINKING FOUNTAINS SHALL

BE CEMENT BOARD.

10. ALL PARTITION WALLS SCHEDULED TO RECEIVE TILE FINISH SHALL BE

CEMENTUOUS BACKER BOARD.

11. PROVIDE STAINLESS STEEL OR ALUMINUM ACCESS PANELS AT ALL

RESTROOMS AND LOCKER ROOM CHASE WALLS

12. REFER TO INTERIOR DRAWINGS I-101 FOR CORNER GUARD TYPES,

HEIGHTS, AND LOCATIONS.

13. ALL EXTERIOR DIMENSIONS RE TO FACE OF MASONRY UNLESS NOTED

OTHERWISE.

14. ALL INTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR STUD UNLESS

NOTED OTHERWISE.

15. PROVIDE WINDOW BLINDS AT ALL EXTERIOR AND INTERIOR WINDOWS.

16 ALL BOLLARDS TO BE 8" DIAMETER x 48" TALL WITH FOOTINGS BELOW SLAB

- SEE STRUCTURAL DETAILS.

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C

E W

IT

H

A M

D T

AU

G

W

2Q R

B0

3-

WALL BASE AS

SCHEDULED

F.F.E.

METAL RUNNER TRACK

1/2" GAP, MAX.

ONE LAYER 5/8" GWB

METAL RUNNER

TRACK TOP

BRACE TO STRUCTURE @

4'-0" OC WITH METAL

FRAMING, TYP.

REFER TO RCP FOR

CEILING INFO.

BOTTOM OF STRUCTURE KEY LEGEND

.2 = 2 1/2" STUDS

.3 = 3 5/8" STUDS

.4 = 4" STUDS

.6 = 6" STUDS

TYPE KEY

P2.2 P2.3 P2.4 P2.6

METAL STUDS

@16" O.C., TYP.

STC - 45 AT

OFFICE WALLS

TYPICALLY

SOUND BATTS AT

OFFICE

PERIMETER

WALLS - WALL

SYSTEM TO

ACHIEVE STC-45

AT OFFICE

WALLS

TYPICALLY

WALL BASE AS

SCHEDULED

F.F.E.

METAL RUNNER TRACK

1/2" GAP, MAX.

5/8" TYPE X - GWB

(PROVIDE MOISTURE &

IMPACT RESISTANT GWB

ON UNIT STORAGE

SIDE OF WALL)

METAL RUNNER

TRACK TOP

REFER TO RCP FOR

CEILING INFO.

FIRE CAULKING

BOTH SIDES OF WALL

KEY LEGEND

.3 = 3 5/8" STUDS

.4 = 4" STUDS

.6 = 6" STUDS

.8 = 8" STUDS

TYPE KEY

P11.3 P11.4 P11.6 P11.8

METAL STUDS

@16" O.C., TYP.FOIL FACED INSULATION

WITH TAPED JOINTS AT

UNIT STORAGE SIDE OF

WALL. - SOUND BATTS

IN ALL OTHER

LOCATIONS

FIRE SAFING INSULATION

@ MTL DECK FLUTES

BOTTOM OF STRUCTURE

CONTINOUS FIRE

CAULKING BOTH SIDES

UL RATED

P11.3 = U419 - 1HR

P11.4 = U419 - 1HR

P11.6 = U419 - 1HR

P11.8 = U419 - 1HR

STC - 45

1HR RATED

UFC-3-600

WALL BASE AS

SCHEDULED

F.F.E.

METAL RUNNER TRACK

1/2" GAP, MAX.

REFER TO RCP FOR

CEILING INFO.

BOTTOM OF STRUCTURE KEY LEGEND

.2 = 2 1/2" STUDS

.3 = 3 5/8" STUDS

.4 = 4" STUDS

.6 = 6" STUDS

TYPE KEY

P1.2 P1.3 P1.4 P1.6

METAL STUDS

@16" O.C., TYP.

TILE ON 1/2" CEMENT

BOARD

6" M

IN

METAL RUNNER

DEFLECTION

TRACK TOP

ONE LAYER 5/8" GWB

WALL BASE AS

SCHEDULED

F.F.E.

METAL RUNNER TRACK

1/2" GAP, MAX.

ONE LAYER 5/8" GWB ON

EACH SIDE OF STUD

METAL RUNNER

TRACK TOP

BRACE TO STRUCTURE @

4'-0" OC WITH METAL

FRAMING, TYP.

REFER TO RCP FOR

CEILING INFO.

BOTTOM OF STRUCTURE KEY LEGEND

.2 = 2 1/2" STUDS

.3 = 3 5/8" STUDS

.4 = 4" STUDS

.6 = 6" STUDS

TYPE KEY

P3.2 P3.3 P3.4 P3.6

METAL STUDS

@16" O.C., TYP.

STC - 45 AT

OFFICE WALLS

TYPICALLY

SOUND BATTS AT

OFFICE

PERIMETER

WALLS - WALL

SYSTEM TO

ACHIEVE STC-45

AT OFFICE WALLS

TYPICALLY

WALL BASE AS

SCHEDULED

F.F.E.

METAL RUNNER TRACK

1/2" GAP, MAX.

METAL RUNNER

TRACK TOP

REFER TO RCP FOR

CEILING INFO.

FIRE CAULK

BOTH SIDES OF WALL

KEY LEGEND

.3 = 3 5/8" STUDS

.4 = 4" STUDS

.6 = 6" STUDS

.8 = 8" STUDS

TYPE KEY

P14.3 P14.4 P14.6 P14.8

METAL STUDS

@16" O.C., TYP.

FOIL FACED

INSULATION

WITH TAPED

JOINTS AT UNIT

STORAGE SIDE

OF WALL.

FIRE SAFING INSULATION

@ MTL DECK FLUTES

BOTTOM OF STRUCTURE

CONTINOUS FIRE

CAULKING BOTH SIDES

UL RATED

P14.3 = U419 - 1HR

P14.4 = U419 - 1HR

P14.6 = U419 - 1HR

P14.8 = U419 - 1HR

STC - 45

1HR RATED

UFC-3-600

5/8" TYPE X - GWB

(PROVIDE MOISTURE &

IMPACT RESISTANT GWB

ON UNIT STORAGE

SIDE OF WALL)

HEAVY DUTY JAMB AS REQ'D.

HEAVY DUTY

STUD CLIP

FASTENED TO

JAMB AS REQ'D.

CRIPPLE STUDS

ABOVE OPENING

HEAVY DUTY

HEADER AS

REQ'D.

CONTINUOUS METAL

CONTROL JOINT- PAINT

CJ TO MATCH WALL

5/8" GYPSUM BOARD

JOINT COMPOUND

FEATHERED

AS SHOWN-TYPICAL

NOTE: SEE PLANS FOR

LOCATION OF CONTROL

JOINTS - IF NOT INDICATED ON

PLAN INSTALL PER ASTM GUIDELINES

2x7 STEEL PLATE WITH 3/8"

DIAMETER EXPANSION

BOLTS (2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

10GA WOVEN WIRE

MESH WELDED

IN FRAME ON 4 SIDES

2x2 STEEL POST

(BEYOND)

1" M

AX

IM

U M

9'

0"

1'

3'

7" 3'

6"

2x2 STEEL TUBE

FRAMING

2x2 STEEL TUBE

FRAMING

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

10GA WOVEN WIRE

MESH WELDED

IN FRAME ON 4 SIDES

2x2 STEEL TUBE

FRAMING

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

WIRE MESH WELDED

IN FRAME ON 4 SIDES

FIN. FLR

A-501 B9

PAINTED 3/4" PLYWOOD

SHEATHING ON ONE SIDE

AT THREE LOCATIONS

BETWEEN BACK TO BACK

SHELVING.

10GA WOVEN WIRE MESH

WELDED TO ANGLE FRAME

2x7 STEEL PLATE

(BELOW)

3/8" DIA EXP BOLTS

(2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME

2x2 STEEL POST

3/8" DIA CORNER BOLT

(GRIND THREADS FLUSH

WITH NUT - TYP)

ALL FASTENERS ON

CAGE AND AT FLOOR

ATTACHEMTNS TO BE

TAMPER-PROOF, NON-

REMOVABLE

10GA WOVEN WIRE MESH WELDED

TO ANGLE FRAME2x7 STEEL PLATE

3/8" DIA EXP BOLTS

(2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME

2x2 STEEL POST

3/8" DIA THRU BOLT

ALL FASTENERS ON

CAGE AND AT FLOOR

ATTACHEMTNS TO BE

TAMPER-PROOF, NON-

REMOVABLE

10GA WOVEN WIRE

MESH WELDED

TO ANGLE FRAME2x7 STEEL PLATE

3/8" DIA EXP BOLTS

(2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME

2x2 STEEL POST

1"

FINISHED

CONCRETE SLAB

ALL FASTENERS ON

CAGE AND AT FLOOR

ATTACHEMTNS TO BE

TAMPER-PROOF, NON-

REMOVABLE

2x7 STEEL PLATE WITH

TAMPER-PROOF, NON-

REMOVABLE 3/8"

DIAMETER EXPANSION

BOLTS (2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

1" X 2" 10GA WOVEN

STEEL WIRE MESH

WELDED IN FRAME ON 4

SIDES

2x2 STEEL TUBE

FRAMING

CAGE DOOR -

(4) 11/4" x 11/4" x 1/8" STL

ANGLE FRAMES WITH

10GA WOVEN WIRE

MESH WELDED

IN FRAME ON 4 SIDES

FIN. FLR

1"

WELD 2" W x 1/4"

PLATE OVER

EACH ANGLE FRAME

ABUTMENT

(4) TAMPER PROOF

BUTT HINGES. ALL

HARDWARE TO BE

TAMPER-PROOF, NON-

REMOVABLE

PROVIDE TWO

STEEL HASPS AT

ONE-THIRD POINTS

FOR PADLOCKS

A-501 B9

4' - 0"

7'

0"

PROVIDE TWO

STEEL HASPS AT

ONE-THIRD POINTS

FOR PADLOCKS

ALL FASTENERS ON

CAGE AND AT FLOOR

ATTACHEMTNS TO BE

TAMPER-PROOF, NON-

REMOVABLE

CAGE FRAME SHALL BE

NO MORE THAN 1" FROM

THE FLOOR AND NO

MORE THAN 2" FROM

WALLS OR CEILINGS

10GA WOVEN

WIREMESH

WELDED TO ANGLE

FRAME

(DOOR)

2x7 STEEL PLATE

11/4" x 11/4" x 1/8" STL

ANGLE FRAME

2x2 STEEL POST

3/8" DIAMETER

CORNER BOLT

TAMPER-PROOF BUTT HINGE (3

PER DOOR) WELDED TO STEEL

POST AND TO DOOR FRAME

ALL FASTENERS ON

CAGE AND AT FLOOR

ATTACHEMTNS TO BE

TAMPER-PROOF, NON-

REMOVABLE

10GA WOVEN WIRE MESH

WELDED TO ANGLE FRAME

10GA WOVEN WIRE MESH

WELDED TO ANGLE FRAME

11/4" x 11/4" x 1/8" STL

ANGLE FRAME

2 x 2 x1/4 STEEL PLATE

WITH 1/4" DIAMETER

HOLES FOR PADLOCK

ALL FASTENERS ON

CAGE AND AT FLOOR

ATTACHEMTNS TO BE

TAMPER-PROOF, NON-

REMOVABLE

10GA WOVEN WIRE MESH WELDED

TO ANGLE FRAME

2x7 STEEL PLATE

3/8" DIA EXP BOLTS

(2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME

3/8" CORNER BOLT

ALL FASTENERS ON CAGE AND AT

FLOOR ATTACHEMTNS TO BE

TAMPER-PROOF, NON-REMOVABLE

2x7 STEEL PLATE WITH 3/8"

DIAMETER EXPANSION

BOLTS (2 PER PLATE)

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

10GA WOVEN WIRE

MESH WELDED

IN FRAME ON 4 SIDES

2x2 STEEL POST

(BEYOND)

1" M

AX

IM

U M

VA

R

IE

S

2" M

AX

IM

U M

VA

R

IE

S

3'

7" 3'

6"

2x2 STEEL TUBE

FRAMING

2x2 STEEL TUBE

FRAMING

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

10GA WOVEN WIRE

MESH WELDED

IN FRAME ON 4 SIDES

2x2 STEEL TUBE

FRAMING

11/4" x 11/4" x 1/8" STL

ANGLE FRAME WITH

WIRE MESH WELDED

IN FRAME ON 4 SIDES

FIN. FLR

A-501 B9

PAINTED 3/4" PLYWOOD

SHEATHING ON ONE SIDE

AT THREE LOCATIONS

BETWEEN BACK TO BACK

SHELVING.

BOTTOM OF ROOF DECK

0'

SCALE:

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

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AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 3 5 7 9

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

F

D

B

PR

O

J

P N

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (6

) 3

-7

Fa x

(6

) 3

-7

TE

TR

A

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C H

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W ar rin gt on W ay Lo ui sv ille , K

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Ph on e (5

) 5

-5

Fa x

(5

) 5

-5

PR

O J

0-

2-

8" 4" 1'4 3'8

1 1/2" = 1'-0"

4" 2" 8" 1'4

3" = 1'-0"

C :\U se rs

\ja co b.

un ge re r\D oc um en ts \A

-P C

A R

C

_j ac ob .u ng er er .rv t 8/

/2

1:

:3

PM

A-501

PA

R

TI

TI

O N

A N

D D

ET

AI

LS

EM

ER

G

EN

C Y

(H U

R R

IC

AN

E D

AM

AG

E) R

EL

O

C

AT

IO

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L

LO

U

IS

VI

LL

E, K Y

T N

EW

M

AN

T N

EW

M

AN

J

BI

AG

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/0

9/

C

ER

TI

FI

ED

F

IN

AL

PA

N

AM

A

C

IT

Y

AR

C (F

L1

AM

A

C

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Y, F

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PR

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C

T

1 1/2" = 1'-0"E3 PARTITION TYPE - P2

1 1/2" = 1'-0"E7 PARTITION TYPE - P11

1 1/2" = 1'-0"E1 PARTITION TYPE - P1

1 1/2" = 1'-0"E5 PARTITION TYPE - P3

1 1/2" = 1'-0"E9 PARTITION TYPE - P14

1/2" = 1'-0"A1 HDS HEADER FRAMING1

3" = 1'-0"A3 NON-RATED CONTROL JOINT

3/4" = 1'-0"B1

3" = 1'-0"B6 CAGE POST - 3 WAY

3" = 1'-0"C6 CAGE POST PLAN

3" = 1'-0"B9 CAGE POST - ANCHOR

3/4" = 1'-0"B3 CAGE - ELEVATION

3" = 1'-0"A6 CAGE DOOR - JAMB DETAIL

3" = 1'-0"A5 CAGE DOOR - DETAIL

3" = 1'-0"C9 CAGE POST - CORNER

GENERAL NOTE:

VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT,

DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID

BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE

FIRE-TREATED WOOD BLOCKING OR METAL STRAPS BETWEEN

FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT AND

USE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS

ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH

RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS

WITH MANUFACTURER OR SUPPLIER AND REFER MOUNTING

HEIGHT QUESTIONS TO CONTRACTING OFFICER FOR

INTERPRETATION.

NOTE:

SEE B9/A-102 FOR

DUST BARRIER

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

D T

AU

G

R

EV

IS

ED

IN

A

C C

O R

D

AN

C E

W

IT

H A

M D

T

AU

G

3/4" = 1'-0"B2

PARTITION

TYPE - P23

PARTITION

TYPE - P23A

W

2Q R

B0

3-

SEALANT BY ROOFING

MANUF. (TYP)

UNCURED RUBBER

FLASHING

METAL SCUPPER BOX.

ATTACH TO CMU

WRAP FLASHING

INTO SCUPPER

UNCURED RUBBER

FLASHING

STEEL JOIST,

REFER TO STRUCT.

BOND BEAM,

REFER TO STRUCT.

8" CMU

SEALANT AND

BACKER ROD

8" X 8" METAL SCUPPER

METAL COLLECTION

BOX

PRESSURE TREATED WD.

BLOCKING AS REQ'D

DOWNSPOUT

MEMBRANE

4" MIN.

METAL FLASHING INTO

CONDUCTOR HEAD

ROOF TOP EQUIP UNIT

RESILIENT MOUNTING PAD

2 x 2 WD BLOCKING BOLTED TO MTL

CURB WITH 1/4" BOLTS @ 16" OC

SKIRT FLASHING

PREMANUFACTURED, INSUL CURB

FLASHING

ROOF MEMBRANE

MTL DECK

2 X 8 TREATED WD BLOCKING

ANCHORED BY 1/2" BOLTS AT

12" OC PROVIDE BLOCKING TO

EQUAL THICKNESS OF EXIST

INSULATION

SEE STRUCT. FOR ROOF

OPENING SCOPE OF WORK

STEEL ROOF SUPPORT SEE STRUCT.

DWGS FOR DETAILS

INSULATION

8" M

IN

WATER CUT-OFF MASTIC

S.S. CLAMPING RING

MOLDED RUBBER PIPE SEAL

SEALANT

VENT PIPE SEE MEP

DWGS FOR DETAILS

ROOF

MEMBRANE

FLASHING

VAPOR BARRIER

CORE FILLER

MATERIAL AND

WEEPS

THRU-WALL

FLASHING

GROUT CMU

SOLID

ISOLATION

JOINT FILLER

GWB ON

METAL STUDS

SPRAY FOAM

INSULATION

BASE AS

SCHEDULED

CONCRETE SLAB ON

VAPOR BARRIER OVER

GRAVEL ON COMPACT

FILL

CONCRETE FOUNDATION-

SEE STRUCT

M

EM

BR

AN

E

LA

P

/2

NEW METAL

PARAPET CAP

REPLACE EXISTING

BLOCKING WITH P.T.

WOOD BLOCKING

SHEATHING

NEW ROOF MEMBRANE

WITH EXPANSION JOINT

TERMINATION

BAR W/SEALANT

TOP AND BOTTOM

EXISTING

ROOF MEMBRANE

TO REMAIN

EXISTING

ROOF ASSEMBLY

EXISTING

STRUCTURE

EXISTING

CMU WALL

NEW ROOF

F.V. ACTUAL

9 1/8"EXISTING ROOF

P.T. BLOCKING

UNDERLAYMENT

RIGID INSULATION

1/2" COVER BOARD

METAL DECK OVER

STEEL JOIST - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

LAP NEW PVC

MEMBRANE

OVER EXISTING

PVC MEMBRANE

ON EXISTING

CMU WALL 1/2" / 12"

GROUT 24" OF

PAPAPET SOLID

ABOVE EXISTING

DECK AT NEW

WALL TRANSITION.

BOND BEAM

2'

0"

3 5/8" 4 1/2" 7 5/8"

LOAD-BEARING

CMU - FILL

CORES AS

DETAILED IN

STRUCTURAL

DWGS

METAL PARAPET CAP

LIGHTNING PROTECTION

SYSTEM BASE

P.T. WOOD BLOCKING

W / E

XI

ST

IN

G

6" V

ER

IF

Y

8 3/8"

PVC MEMBRANE

1/2" COVER BOARD

5" RIGID INSULATION

METAL DECK

AND JOISTS - SEE

STRUCTURAL

15'-4"

TYP

VARIES

JOIST

BEARING

P.T. BLOCKING

3/4" WALL SHEATHING

AIR BARRIER

5/8"

8 3/4" 7 5/8"

1' - 4 3/8"

SPRAY FOAM

INSULATION

GWB ON 3 5/8" METAL

STUDS AT 16" o.c.

5"

METAL CLEAT

STEEL EDGE

ANGLE

UNDERLAYMENT

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 3 5 7 9

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10

F

D

B

PR

O

J

P N

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (6

) 3

-7

Fa x

(6

) 3

-7

TE

TR

A

TE

C H

, I N

C

W ar rin gt on W ay Lo ui sv ille , K

Y

Ph on e (5

) 5

-5

Fa x

(5

) 5

-5

PR

O J

0-

2-

8" 4" 1'4 3'8

1 1/2" = 1'-0"

A-503

D

ET

AI

LS

EM

ER

G

EN

C Y

(H U

R R

IC

AN

E D

AM

AG

E) R

EL

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IS

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N L

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IN

G

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P L

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IS

VI

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T N

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M

AN

T N

EW

M

AN

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BI

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/0

9/

C

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TI

FI

ED

F

IN

AL

PA

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A

C

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A

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1 1/2" = 1'-0"E1 SCUPPER DETAIL

1 1/2" = 1'-0"E4 ROOF EQUIPMENT CURB

1 1/2" = 1'-0"E7 MOISTURE PROTECTION ROOF VENT

1 1/2" = 1'-0"A7 FOUNDATION DETAIL - TYP

1 1/2" = 1'-0"A4 SECTION - EXIST-NEW ROOF

1 1/2" = 1'-0"A1 WALL SECTION - TYPICAL PARAPET

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

D T

AU

G

W

2Q R

B0

3-

HOLLOW METAL

DOOR FRAME / PAINT

FULL BED OF MASTIC

DOOR SWEEP

THRESHOLD

WALL BEYOND

EDGE OF WALL

GWB ON

METAL STUD

FRAMING

LINTEL BLOCK - SEE

STRUCTURAL

HOLLOW METAL

DOOR FRAME

SEALANT

FRAME ANCHOR

RAIN DRIP EDGE

CORE DRAINAGE

MATERIAL AND

WEEPS

THRU WALL

FLASHING

AIR

BARRIER

SPRAY FOAM

INSULATION

SEALANT

VA

R

IE

S

1/2" 1/2"

SEALANT,

BOTH SIDES

METAL STUD PARTITION

(SEE PARTITION TYPES)

PAINTED H.M.

FRAME & DOOR. -

SHIM AS REQ'D

WALL TYPE

VARIES

GWB ON METAL STUD

FRAMING

STEEL DOOR TRACK

OVER HEAD

DOOR AND UNIT

PAINTED 1/4" STEEL

PLATE AT CMU HEAD

AND JAMBS

8" CMU

SPRAY

INSULATION

1" RIGID

INSULATION

AIR

BARRIER

8 5/8"

THRU-WALL

FLASHING

CORE DRAINAGE

MATERIAL AND

WEEPS

OH DOOR AND GUIDES

(ADJUST DIM FROM

BLOCK TO

ACCOMODATE 1" RIGID

INSULATION AT DOOR

HEAD

GROUT CELLS SOLID - SEE

STRUCTURAL

(T

YP

M

IN

. 1 8"

ALIGN CL OF

BOLLARD W/

FACE OF MASONRY

CL

BOLLARD (BOTH INSIDE AND OUTSIDE

OF DOOR) - PAINTED SAFETY YELLOW

(REFER TO CIVIL DETAIL - TYP.)

INTERIOR

PUDDLE WELD 1/4"

STEEL PLATE TO

EMBED ANCHORS

EXTERIOR

CONTINUOUS SEALANT

M

IN

. 1 8"

SLOPED CONC

SILL

GWB ON METAL

STUD FRAMING

AIR BARRIER

1/4" STEEL PLATE - PAINTED INSULATED OH DOOR W/

DOOR BOTTOM GASKET

AND DRIP EDGE

FINISH FLOOR SLAB PER

ROOM FINISH SCHEDULE

CONCRETE

SIDEWALK - SEE

CIVIL

BEVELED WELD FLUSH

OH DOOR GUIDESSLOPE TO DRAIN AT

OH DOOR

SEALANT

1/ 2"

1/2" WIDE FILLER

AND SEALANT

LINE OF CMU

SLOPE .

/1 6"

/1 6"

VARIES

1/ 2"

1/ 2"

5/8"

SEALANT, BOTH SIDES

METAL STUD PARTITION,

(SEE PARTITION TYPES)

PAINTED H.M. FRAME &

DOOR. - SHIM AS REQ'D

W

AL

L

TY

PE

1/

4"

VA

R

IE

S

P.T. WOOD BLOCKING

HOLLOW METAL

DOOR FRAME

FRAME ANCHOR

3 PER SIDE

GROUT CELLS

SOLID - SEE

STRUCTURAL

CONT. BLOCKING

AND FOAM FILL SEALANT

EDGE OF SLAB

GWB ON METAL

STUD FRAMING

SEALANT

AIR BARRIER TO CONTINUE

ONTO JAMB OF CMU - TYP

PAINTED H.M.

FRAME & DOOR

SEALANT AT DOOR

FRAME TO

EXPOSED FLOOR

IF NO TRANSITION

IS INSTALLED

PAINTED H.M.

FRAME & DOOR

TRANSITION

SEALANT AT

FRAME TO SLAB

WD BLOCKING

AND SEALANT

HOLLOW METAL

DOOR FRAME

SEALANT

EDGE OF SLAB

PEMB CLOSURE

STRIP

PEMB FRAMING

GIRT

WD BLOCKING

AND SEALANT

HOLLOW METAL

DOOR FRAME

SEALANT

PEMB CLOSURE

STRIP

PEMB FRAMING

GIRT

STEEL DOOR TRACK

OVER HEAD

DOOR AND UNIT

PAINTED 1/4" STEEL

PLATE AT CMU HEAD

AND JAMBS

METAL PANEL

PEMB FRAMING GIRT

OVER HEAD DOOR

AND GUIDES

ALIGN CL OF

BOLLARD W/

JAMB FACE

CL

BOLLARD (BOTH INSIDE AND OUTSIDE

OF DOOR) - PAINTED SAFETY YELLOW

(REFER TO CIVIL DETAIL - TYP.)

INTERIOR

EXTERIOR

SLOPED CONC

SILL

PEMB

FRAMING

GIRT

METAL PANEL

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 3 5 7 9

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

F

D

B

PR

O

J

P N

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (6

) 3

-7

Fa x

(6

) 3

-7

TE

TR

A

TE

C H

, I N

C

W ar rin gt on W ay Lo ui sv ille , K

Y

Ph on e (5

) 5

-5

Fa x

(5

) 5

-5

PR

O J

0-

2-

8" 4" 1'4 3'8

1 1/2" = 1'-0"

C :\U se rs

\ja co b.

un ge re r\D oc um en ts \A

-P C

A R

C

_j ac ob .u ng er er .rv t 8/

/2

1:

:4

PM

A-504

D O

O R

D

ET

AI

LS

EM

ER

G

EN

C Y

(H U

R R

IC

AN

E D

AM

AG

E) R

EL

O

C

AT

IO

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L

LO

U

IS

VI

LL

E, K Y

T N

EW

M

AN

T N

EW

M

AN

J

BI

AG

I

/0

9/

C

ER

TI

FI

ED

F

IN

AL

PA

N

AM

A

C

IT

Y

AR

C (F

L1

AM

A

C

IT

Y, F

L

PR

O

JE

C

T

1 1/2" = 1'-0"A3 SILL - EXTERIOR DOOR

1 1/2" = 1'-0"F3 HEAD - EXTERIOR DOOR

1 1/2" = 1'-0"F1 HEAD - STUD WALL

1 1/2" = 1'-0"F8 HEAD - COILING DOOR

1 1/2" = 1'-0"C8 JAMB - COILING DOOR

1 1/2" = 1'-0"A8 SILL - COILING DOOR

1 1/2" = 1'-0"C1 JAMB - STUD WALL

1 1/2" = 1'-0"C3 DOOR JAMB - EXT DOOR

1 1/2" = 1'-0"A1 HEAD - STUD WALL

1 1/2" = 1'-0"A5 HEAD - STUD WALL

1 1/2" = 1'-0"C5 DOOR JAMB - EXT DOOR - PEMB

1 1/2" = 1'-0"F5 HEAD - EXTERIOR DOOR - PEMB

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

D T

AU

G

1 1/2" = 1'-0"F9 HEAD - COILING DOOR - PEMB

1 1/2" = 1'-0"A9 JAMB - COILING DOOR - PEMB

W

2Q R

B0

3-

F1 F2

4"

SEE SCHEDULE SEE SCHEDULE

SE

E

SC

H

ED

U

LE

2"2" 2" 2"

4"

W

AL

LS

2"

N

O N

-M

AS

O N

R Y

F3 F4

W

AL

LS

2"

N

O N

-M

AS

O N

R Y

SEE SCHEDULE SEE SCHEDULE

F5

1/4" STEEL PLATE

F F2 OHG

CLEAR

TEMPERED

GLASS,

U.N.O.

NOTE: FOR DOOR WIDTH AND HEIGHT, SEE DOOR SCHEDULE.

SE

E

SC

H

ED

U

LE

SEE DOOR SCHEDULE

G2

PRE-FINISHED

6" 6"

2'

6"

NOTE: EXTERIOR WINDOWS TO MATCH EXISTING WINDOWS.

LAMINATED,

INSULATED

GLASS

2'

0" 3'

0"5'

4" R

.O

3' - 8"

4' - 0" R.O.

W1

3'

0" R

.O

3' - 0" R.O.

W2

2'

8"

3'

0"

GL-1 GL-2

FIRE PARTITION

WINDOW ASSEMBLY

(45 MIN) TO MEET NFPA

257 OR UL 9,

LABELED D-H

GLAZING SCHEDULE

GL-1 1" INSULATED UNIT, LOW E366 GLAZING

GL-1 1/2" LAMINATED GLAZING, RATED

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 3 5 7 9

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10

F

D

B

PR

O

J

P N

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (6

) 3

-7

Fa x

(6

) 3

-7

TE

TR

A

TE

C H

, I N

C

W ar rin gt on W ay Lo ui sv ille , K

Y

Ph on e (5

) 5

-5

Fa x

(5

) 5

-5

PR

O J

0-

2-

4' 2' 8' 16'

1/4" = 1'-0"

A-601

D O

O R

S C

H

ED

U

LE

EM

ER

G

EN

C Y

(H U

R R

IC

AN

E D

AM

AG

E) R

EL

O

C

AT

IO

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L

LO

U

IS

VI

LL

E, K Y

T N

EW

M

AN

T N

EW

M

AN

J

BI

AG

I

/0

9/

C

ER

TI

FI

ED

F

IN

AL

PA

N

AM

A

C

IT

Y

AR

C (F

L1

AM

A

C

IT

Y, F

L

PR

O

JE

C

T

DOOR SCHEDULE

DOOR

NUMBER

FIRE

RATING

PANIC

DEVICE

DOOR

TYPE

DOOR

MATERIAL

FRAME

TYPE

FRAME

MATERIAL

FRAME

FINISH HEAD JAMB SILL

HARDWARE

SET COMMENTS

SIZE

FINISHWidth Height Thickness

126A 3' - 0" 7' - 0" 2" G WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 05 NOTE 5 128A 3' - 0" 7' - 0" 2" F WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 05 NOTE 5 129A 3' - 0" 7' - 0" 2" F WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 05 NOTE 5 130A 3' - 0" 7' - 0" 2" F WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 05 NOTE 5 131A 3' - 0" 7' - 0" 2" F WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 05 NOTE 5

132A 3' - 0" 7' - 0" 2" F WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 08

133A 3' - 0" 7' - 0" 2" F WD STAIN F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 08

134A 3' - 0" 7' - 0" 2" F HM PAINTED F1 HM PAINTED F3/A-504 C3/A-504 A3/A-501 02

135A 3' - 0" 7' - 0" 2" G HM PAINTED F1 HM PAINTED F3/A-504 C3/A-504 A3/A-501 01

135B 10' - 0" 10' - 0" 2" OH AL PREFINISH F5 HM PAINTED F8/A504 C8/A-504 A8/A-504 10 NOTE 1, 2 135C 5' - 6" 7' - 0" 2" G2 HM PAINTED F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 06 136A YES 3' - 0" 7' - 0" 2" G HM PAINTED F1 HM PAINTED F1/A-504 C1/A-504 A1/A-504 05

140A 3' - 0" 7' - 0" 2" F HM PAINTED F3 HM PAINTED F9/A-504 C9/A-504 A1/A-504 04

140B 8' - 0" 8' - 0" 2" OH AL PREFINISH F4 PEMB PAINTED F5/A-504 C5/A-504 A5/A-504 10 NOTE 3,4

141A 3' - 0" 7' - 0" 2" F HM PAINTED F3 HM PAINTED F9/A-504 C9/A-504 A1/A-504 04

141B 8' - 0" 8' - 0" 2" OH AL PREFINISH F4 PEMB PAINTED F5/A-504 C5/A-504 A5/A-504 10 NOTE 3,4

C105B YES 3' - 0" 7' - 0" 2" G HM PAINTED F3 HM PAINTED F3/A-504 C3/A-504 A3/A-501 01 C105C YES YES 5' - 6" 7' - 0" 2" G2 HM PAINTED F3 HM PAINTED F1/A-504 C1/A-504 A1/A-504 07 C106A 3' - 0" 7' - 0" 2" F HM PAINTED F1 HM PAINTED F3/A-504 C3/A-504 A3/A-501 03

1/4" = 1'-0"A1 DOOR FRAME TYPES

1/4" = 1'-0"A5 DOOR TYPES - GRAPHIC

1/4" = 1'-0"C1 WINDOW TYPES

DOOR SCHEDULE NOTES:

1. ELECTRIC OPERATOR. PROVIDE ELECTRONIC EMERGENCY SHUT-OFF DEVICE MOUNTED TO BOTTOM OF DOOR.

2. INSULATED PANELS

3. MANUAL OPERATOR

4. UNINSULATED PANELS

5. PROVIDE SOUND CONTROL DOOR PANEL AND SOUND CONTROL ACCESSORIES.

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

D T

AU

G

W

2Q R

B0

3-

131130

C105

C106

FLOOR FINISH LEGEND

CPT-100

PFT-100

SC

VCT-100/VCT-101/VCT-102

CG-100

CG-100

CG-100

CG-100

PT-101

PT-101

PT-101 PT-101

RS

RS

RS RS

SS

SS

SS SS

RS

SS

RS SS RS SS

WG-100

VCT-101

VCT-102

NOTE: SEE SHEET I-601 FOR FINISH LEGEND

AND ABBREVIATIONS.

A

D

B

C

WG-100

I-101

B7

CG-100

CG CORNER GUARD

LEGEND

NOTE: SEE FINISH SCHEDULE ON SHEET I-601

PT-102 ACCENT PAINT

LOCATION

RS

SS

ROLLER SHADES

SOLID SURFACE

WINDOW SILL

WG WALL GUARD

A

B

VCT-100

VCT-101

VCT-102

APPROXIMATE

LOCATION OF

DUST BARRIER.

START

REPAIR/NEW

WORK.

EXISTING

VCT TO

REMAIN.

FLOOR PATTERN TO

MATCH EXISTING.

N

0'

SCALE:

US Army Corps of Engineers ® Louisville District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

P R

O

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

T E

T R

A T

E C

H

IN

C

W a rr in g to n W a y

L o u is v ill e

K Y

P h o n e

-5

F a x

(5

-5

P R

O J

-1

-2

8' 4' 16' 32'

1/8" = 1'-0"

C

U s e rs

\D y a rK

\D o c u m e n ts

\I D

-P C

A R

C

P o n d s h e llk

.r v t

/2

/2

:2

:2

P

M

I-101

F

IN

IS

H

F L O

O R

P L A

N

E M

E R

G E

N C

Y

H U

R R

IC

A

N E

D A

M A

G E

R

E L O

C A

T

IO

N L O

U

IS

V

IL

L E

D

IS

T R

IC

T

M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L L O

U

IS

V

IL

L E

K

Y

K .S

H E

L L

K .S

H E

L L

A .D

IS

/0

/2

C E

R T

IF

IE

D F

IN

A

L

P A

N A

M A

C

IT

Y A

R C

F

L

N

A M

A C

IT

Y

F

L

P R

O J E

C T

1/8" = 1'-0"A1

ARC ADDITION - FINISH PLAN

ROOM NUMBER - NAME SCHEDULE

ROOM NO. ROOM NAME

126 TEAM RM

127 COPIER

128 OFF1

129 OFF2

130 OFF3

131 OFF4

132 WOMEN

133 MEN

134 ELECT

135 UNIT STOR

136 SUPPLY OFF

137 UNIT STOR

138 STOR 1 - UHS

139 ADMIN

140 STOR 1 - UHS

141 STOR 2- UHS

142 STOR 2- UHS

C105 CORR

C106 CORR

3/16" = 1'-0"B7

VCT PATTERN - CORRIDOR C105

1/8" = 1'-0"D7

NEW UHS - FINISH PLAN

R e v is io n

D a te

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

0 4 8 124

1 1

A U

G

R E

V

IS

E D

IN

A

C C

O R

D A

N C

E W

IT

H

A M

D T

W

2Q R

B0

3-

1. CONTRACTOR SHALL READ ALL NOTES BEFORE BEGINNING

WORK.

2. FURNISH AND INSTALL MATERIALS IN COMPLIANCE WITH

MANUFACTURER'S PRINTED SPECIFICATIONS AND INSTALLATION

INSTRUCTIONS.

3. ANY DISCONTINUED ITEMS SHALL BE BROUGHT TO THE

ATTENTION OF THE GOVERNMENT IMMEDIATELY. CONTRACTOR TO

NOTIFY GOVERNMENT OF ANY ITEMS REQUIRING FURTHER

CLARIFICATION OF FINISH SELECTION.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

ORDERING OF MATERIALS. DO NOT SCALE ARCHITECTURAL

DRAWINGS. REFER TO DIMENSIONED PLANS

5. CONTRACTOR SHALL PROVIDE TO GOVERNMENT ALL

MANUFACTURER'S RECOMMENDED MAINTENANCE INSTRUCTIONS

ON ALL FINISH MATERIALS. CONTRACTOR TO PROVIDE

GOVERNMENT WITH SHOP DRAWINGS FOR APPROVAL FOR ALL

NEW MATERIALS INSTALLED

6. INTERIOR CONSTRUCTION REQUIRING FINISH / COLOR

SELECTION NOT NOTED WITHIN THE SCHEDULE SHALL BE

SUBMITTED TO THE GOVERNMENT IN WRITING, WITH SAMPLES OR

FINISH / COLORS AVAILABLE, CLEARLY IDENTIFYING ANY THAT

MIGHT BE AT A PREMIUM ABOVE THE PRODUCT BID.

7. ALL PRODUCT SPECIFICATIONS ARE GIVEN TO DEFINE DESIGN,

COLOR AND QUALITY. SUBSTITUTIONS REQUIRE THE PRIOR

APPROVAL OF THE GOVERNMENT. PROPOSED SUBSTITUTIONS

SHALL ADHERE TO THE INTENT OF THE QUALITY, DESIGN, COLOR

AND PATTERN.

8. ALL FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS AND

ELECTRICAL PANELS SHALL NOT BE PAINTED AS THEY ARE PRE-

FINISHED.

FINISH PLAN GENERAL NOTES

1. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS ON ALL FLOORING PRODUCTS AND USE

THE ADHESIVES, EQUIPMENT / TOOLS REQUIRED / RECOMMENDED BY

THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

2. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED

INSTRUCTIONS ON PROTECTION OF FLOORING MATERIAL AFTER

INSTALLATION. PROTECT FLOORING AGAINST MARS, INDENTATIONS

AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS,

PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER

OF THE CONSTRUCTION PERIOD. USE PROTECTION METHODS

INDICATED OR RECOMMENDED IN WRITING BY THE FLOOR COVERING

MANUFACTURER.

3. CONTRACTOR TO PROVIDE AND INSTALL APPROPRIATE

TRANSITION STRIPS WHERE DIFFERING MATERIALS ABUT IF NOT

NOTED OTHERWISE. SEE SHEET I-601 FOR BASIS OF DESIGN.

4. FLOOR FINISH CHANGES SHALL OCCUR UNDER THE DOOR

CENTERLINE (OR CENTER OF THE WALL OPENING IF NO DOOR)

BETWEEN ROOMS.

5. AT ALL PERIMETER LOCATION WHERE PORCELAIN TILE IS

INSTALLED, GC SHALL INSTALL SCHLUTER DILEX-BWA PERIMETER

JOINT PROFILE.

6. ALL FLOORING SHOULD CONTINUE UNDER EQUIPMENT AND

VANITIES.

7. PFT-100, PORCELAIN FLOOR TILE TO BE INSTALLED WITH A 1/3

OFFSET PATTERN. GC TO USE GR-100. LONG SIDE TO RUN PARALLEL

TO WET WALL.

FLOOR FINISH NOTES

1. MISCELLANEOUS GRILLS AND ACCESSORIES SHALL BE

PAINTED TO MATCH ADJACENT WALL FINISHES UNLESS THEY

ARE PREFINISHED. CONTRACTOR TO VERIFY PAINT COLOR

WITH GOVERNMENT.

2. SEE FLOOR FINISH PLAN FOR ACCENT PAINT WALL LOCATIONS.

3. PWT-100, PORCELAIN FLOOR TILE TO BE INSTALLED WITH A 1/3

OFFSET PATTERN. GC TO USE GR-100.

4. CG-100 TO BE MOUNTED 5" ABOVE FINISHED FLOOR.

WALL FINISH NOTES

1. ALL WINDOW SILLS TO BE SS-100

2. WINDOW ROLLER SHADES RS-100

WINDOW NOTES

1. ALL NEW DOOR FRAMES SHALL BE PAINTED TP-102 ON BOTH SIDE OF

DOORS (UNLESS NOTED OTHERWISE).

DOOR & FRAME NOTES

1. SHOP TO BE CERTIFIED PARTICIPANT IN AWI'S QUALITY CERTIFICATION

PROGRAM. NO EXCEPTIONS TAKEN. MILLWORK SHOP TO PROVIDE SHOP

DRAWING FOR REVIEW AND APPROVAL BY GOVERNMENT.

2. ALL MILLWORK TO MEET AWI'S PREMIUM STANDARD.

3. 120 DEGREE EURO SELF CLOSING HINGES.

4. MILLWORK, DOORS TO BE FLUSH OVERLAY W/ CONCEALED EUROPEAN

HINGES AND 1 7/8"X3 7/8 EDGE PULL, CLEAR SATIN FINISH. MILLWORK SHOP

TO PROVIDE SAMPLE TO BE APPROVED BY GOVERNMENT.

MILLWORK NOTES

CEILING

ACT-1 ACOUSTICAL CEILING TILE: BEVELED TEGULAR TILE, 24X24X5/8,

GRID FACE 9/16", C: MATCH EXISTING

ACT-2 ACOUSTICAL CEILING TILE: BEVELED TEGULAR TILE, 24X24X3/4,

GRIDE FACE 9/16", C: MATCH EXISTING

GWB GYPSUM BOARD WITH CEILING PAINT: CEILING BRIGHT WHITE,

FLAT

EXP EXPOSED STRUCTURE PAINT: DRYFALL TO MATCH CEILING

BRIGHT WHITE

WALLS

PT-100 PAINT: MATCH EXISTING POWELL BLUFF, EGGSHELL

PT-101 PAINT: MATCH EXISTING, ELK HORN, EGGSHELL

TP-102 TRIM PAINT: MATCH EXISTING, SPICED CIDER, SEMIGLOSS

PWT-100 PORCELAIN WALL TILE: "GALAXY" c: BEIGE SP 1095568,12"X24".

WALL BASE

RB-100 RUBBER WALL BASE: STANDARD 4" COVE BASE, MATCH

EXISTING

PTB-100 PORCELAIN TILE BASE: "GALAXY" c: BEIGE SP

FLOOR

SC SEALED CONCRETE: HIGH PERFORMANCE INDUSTRIAL CLEAR

COAT, 50.070155

CPT-100 CARPET TILE: MATCH EXISTING, ASHLAR INSTALLATION'

PFT-100 PORCELAIN FLOOR TILE: "GALAXY" c: BEIGE

VCT-100 VINYL COMPOSITE TILE: MATCH EXISTING

VCT-101 VINYL COMPOSITE TILE: MATCH EXISTING

VCT-102 VINYL COMPOSITE TILE: MATCH EXISTING

MISC.

SS-100 SOLID SURFACE: MATCH EXISTING, COUNTERS TO HAVE

INTEGRATED SINK

PL-100 PLASTIC LAMINATE: MATCH EXISTING

RS-100 ROLLER SHADES: EBONY 5% OPENNESS

GR-100 GROUT: TILE GROUT, IVORY 39.

CG-100 CORNER GUARD: 150 SURFACE MOUNT CORNER

GUARD, 3" WINGS, C: MATCH EXISTING, 5'0"

WG-100 WALL GUARD: 1600 - 6" HIGH WALL GUARD WITH .080"

COVER AND .080" CONTINUOUS ALUMINUM RETAINER, C: MATCH

EXISTING

FINISH LEGEND

RUBBER TRANSITION STRIP.

BASIS OF DESIGN:

MANNINGTON FUSIONS

TRANSITION STRIP.

VINYL TILE;

AS SCHEDULED

CONCRETE SLAB

CARPET; AS

SCHEDULED

*FEATHER FLOOR WITH LEVELING COMPOUND TO ALLOW SMOOTH

TRANSITION BETWEEN BOTH FLOORING SURFACES. CONTRACTOR

TO ENSURE SMOOTH TRANSITION BETWEEN MATERIALS.

TR-1: CARPET TO VCT

TR-3: CONCRETE TO VCT

VINYL TILE;

AS SCHEDULED

CONCRETE SLAB

RUBBER TRANSITION

STRIP, BASIS OF DESIGN:

MANNING TON CARPET

COVE CAP

SEALED

CONCRETE

*FEATHER FLOOR WITH LEVELING COMPOUND TO ALLOW SMOOTH

TRANSITION BETWEEN BOTH FLOORING SURFACES. CONTRACTOR

TO ENSURE SMOOTH TRANSITION BETWEEN MATERIALS.

CONCRETE SLAB

PORCELAIN TILE;

AS SCHEDULED

STAINLESS STEEL

SCHLUTER STRIP

CARPET; AS

SCHEDULED

TR-2: CARPET TO PORCELAIN TILE

ACT ACOUSTIC CEILING TILE

CG CORNER GUARD

CR WALL GUARD

CONC CONCRETE

CPT CARPET TILE

EXP EXPOSED

GR GROUT

PL PLASTIC LAMINATE

PFT PORCELAIN FLOOR TILE

PTB PORCELAIN TILE BASE

PT PAINT

RB RUBBER BASE

RSF RUBBER SPORTS FLOOR

SDT STATIC DISSAPATIVE TILE

SC SEALED CONCRETE

SS SOLID SURFACE

VCT VINYL COMPOSITION TILE

FRP FIBERGLASS REINFORCED PLASTIC

RS ROLLER SHADE

AB ALUMINUM BLINDS

WM WALK-OFF MAT

M MIRROR - WALLMOUNTED

TR TRANSITION STRIP

MATERIALS & FINISHES

ABBREVIATIONS LIST

R1. ALL DOOR AND WINDOW FRAMES TO BE TP-102.

REMARKS

CONT. ALUM.

RETAINER .080"

[2MM]

CONT. VINYL

COVER .080" [2MM]

#10 X 1 3/4" [M5X44]

SHEET METAL SCREW

W/ ALLIGATOR

ANCHOR (HW53/HW38)

MOUNTING HEIGHT

MATCH EXISTING

CONT. ALUM.

RETAINER

.070" [1.8MM]

VINYL COVER

.080" [2MM]

#8 x 1 1/2" [M4X38]

PHILLIPS

INDENTED HEX

SELF DRILLING

SCREW (HW19)

3"

US Army Corps of Engineers ® Louisville District

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