W912QR21R0068_Plans-0001.pdf

S2 STEEL

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2" 2" 2" 2"DOOR WIDTH DOOR WIDTH

D2 STEEL

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S4 STEEL

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4"

2" 2"DOOR WIDTH 2" 2"DOOR WIDTH

D4 STEEL

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A3

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DOOR WIDTH

SFX STEEL, EXTERIOR

SFI STEEL, INTERIOR

WFI WOOD, INTERIOR

WFD WOOD, 45-MIN FR

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DOOR WIDTH

SFGX STEEL, EXTERIOR

AFGX ALUM, EXTERIOR

GLAZING

REF DOOR

SCHEDULE

FOR TYPE

A1

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DOOR WIDTH

GLAZING

REF DOOR

SCHEDULE

FOR TYPE

WGI WOOD, INT

1 2 3 4 5

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US Army Corps of Engineers ® Louisville District

CERTIFIED FINAL DESIGN SUBMITTAL

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DOOR SCHEDULE

MARK

DOOR

NIC

FIRE

RATING

FRAME

HARDWARE NOTES

SIZE DOOR

TYPE TYPE

DETAIL

WD HGT THK HEAD JAMB SILL

202A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 203S

203A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 801 14

205A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 801 14

206A 3' - 0" 7' - 0" 1 3/4" WGI S2 D1/AE605 D2/AE605 103 20

207A 3' - 0" 7' - 0" 1 3/4" WGI S2 D1/AE605 D2/AE605 103 20

208A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

209A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

210A 3' - 0" 7' - 0" 1 3/4" WFI 25 or > S2 D1/AE605 D2/AE605 501

211A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201

212A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201 15

214A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 507

215A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 103

217A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

218A 3' - 0" 7' - 0" 1 3/4" SFI S2 D1/AE605 D2/AE605 C201 3,4,5,16,17

219A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

220A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201 3,4,5,6,7

221A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

222A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

223A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

224A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201 15

226A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 207

228A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

229A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

230A 3' - 0" 7' - 0" 1 3/4" WFI 25 or > S2 D1/AE605 D2/AE605 501

231A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

234A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

235A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

236A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

237A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

238A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

245A 3' - 0" 7' - 0" 1 3/4" WFI 25 or > S2 D1/AE605 D2/AE605 CE201 2,3,4,5,8,10,18

246A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 207

247A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201C

248A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201C

249A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201C

S2AA 3' - 0" 7' - 0" 1 3/4" SFX S4 B1/AE605 A1/AE605 C5/AE605 D725 2,5,6

S2AB 3' - 0" 7' - 0" 1 3/4" WFD 45 S2 D1/AE605 D2/AE605 731R

S2CA 3' - 0" 7' - 0" 1 3/4" WFD 45 S2 D1/AE605 D2/AE605 731R

S3AA 3' - 0" 7' - 0" 1 3/4" SFX S4 B1/AE605 A1/AE605 C5/AE605 D725 2,5,6

S3AB 3' - 0" 7' - 0" 1 3/4" WFD 45 S2 D1/AE605 D2/AE605 731R

S3CA 3' - 0" 7' - 0" 1 3/4" WFD 45 S2 D1/AE605 D2/AE605 731R

DOOR SCHEDULE

MARK

DOOR

NIC

FIRE

RATING

FRAME

HARDWARE NOTES

SIZE DOOR

TYPE TYPE

DETAIL

WD HGT THK HEAD JAMB SILL

100A 6' - 0" 7' - 0" (2)AFGX F D3/AE605 C4/AE605 D5/AE605

-B4/AE605

714AM

101A 6' - 0" 7' - 0" (2)AFGX G D4/AE605 C4/AE605 C710ACM 3,4,5,6,8,17

102A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 801 14

104A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 801 14

105A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201 15

110A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

111A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

113A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

114A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

115A 3' - 0" 7' - 0" 1 3/4" WFI 25 or > S2 D1/AE605 D2/AE605 501 115B 3' - 0" 7' - 0" 1 3/4" WFI 25 or > S2 D1/AE605 D2/AE605 501

116A 3' - 0" 7' - 0" 1 3/4" SFX S4 B1/AE605 A1/AE605 C5/AE605 C715 2,3,4,5,6,17

117A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 CE201 2,3,4,5,8,10,17,18

118A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201

119A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 CE201 2,3,4,5,8,10,17,18

120A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 403

121A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 403

122A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 403

123A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 103

124A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 103

125A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 341

126A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 D721C 2,5,6,7,9,10,18

129A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 CE201 2,5,10,11,12,18

129B 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 CE201 2,4,5,10,11,17,18

130A 6' - 0" 7' - 0" 1 3/4" (2)SFGX D4 B2/AE605 A4/AE605 C5/AE605 C714M 2,3,4,5,6,17,19

130B 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201

130C 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 201

131A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 203S

132A 3' - 0" 7' - 0" 1 3/4" SFX S4 B1/AE605 A1/AE605 C5/AE605 D715 2,5,6

133A 6' - 0" 7' - 0" 1 3/4" (2)SFX D4 B1/AE605 A1/AE605 C5/AE605 D714M 2,5

134A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

135A 3' - 0" 7' - 0" 1 3/4" WFI 25 or > S2 D1/AE605 D2/AE605 501

136A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

137A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 103

138A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

139A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 103S

140A 3' - 0" 7' - 0" 1 3/4" SFX S4 B1/AE605 A1/AE605 C5/AE605 C715 2,3,4,5,6,17

143A 3' - 0" 7' - 0" 1 3/4" WFI 20 S2 D1/AE605 D2/AE605 501

144A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

151A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

151B 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 501

152A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 C201C

201A 3' - 0" 7' - 0" 1 3/4" WFI S2 D1/AE605 D2/AE605 403S

SCALE: NTS

FRAME TYPES

SCALE: NTS

DOOR TYPES

DOOR SCHEDULE NOTES

1. NOT USED.

2. (IDS) INTRUSION DETECTION SYSTEM MONITORED

DOOR.

3. KEYPAD ACCESS CONTROL (INSIDE)

4. CARD READER ACCESS CONTROL

5. (BMS) BALANCED MAGNETIC SWITCH

6. EMERGENCY EXIT HARDWARE

7. NO EXTERIOR HARDWARE

8. (REX) REQUEST TO EXIT

9. SOUNDER

10. ELECTRIC STRIKE

11. RELEASE FROM VIEWER

12. NO INTERIOR HARDWARE

13. ROOF HATCH WITH BALANCED MAGNETIC SWITCH

14. PASSAGE LOCK

15. STOREROOM LOCK

16. VAULT DOOR WITH DAYGATE

17. (PIR) INFRARED MOTION SENSOR

18. MAXIMUM DUTY DOOR - LEVEL 4

19. 1" INSULATED GLAZING

20. 1/4" TEMPERED GLAZING

AM

EN

D

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T 0 0

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1 1

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2Q R

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MaioccoC Rectangle

MaioccoC Rectangle

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

F

B4/AE504

B3/AE502

B4/A605

1,2,3

2" 2'

9"

2" 2'

2"

2'

9" 2"

2'

7'

0" 2"

1'

8" 2"

7 1/2" 11'-2" R.O. 7 1/2"

2" 2' - 3" 2" 6' - 0" 2" 2' - 3" 2"

2"

'-0

" R .O

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

G

B2/AE504

C4/AE502

2,4,6

11'-0 3/4" R.O.

2" 2'-2 3/8" 2" 6'-0" 2" 2'-2 3/8" 2"

2" 1'

8"

2"

2'

9" 2"

2'

2" 2'

9"

2"

9' -0

" R .O

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

E

B4/AE504

B3/AE502

B4/AE605

1,2,3

A3/AE502

'-0

" R .O

2" EQ. EQ 2"

100'-0"

GROUND FLOOR

2" 2'

9"

2" 2'

2"

2'

9" 2"

2'

2"

7 1/2"4'-7" R.O.

SECOND FLOOR

114' - 8"

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

A

C2/AE503

B2/AE503

A4/AE509

2,3

2" 3'

3"

2" 1'

7"

2"

11'-2" R.O.

2" 2' - 3" 2" 6' - 0" 2" 2' - 3" 2"

5' -4

" R .O

3'

-4

6'-0" R.O.

2"2' - 9"2"2' - 9"2"

5' -4

" R .O

2" 3'

3"

2" 1'

7"

2"

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

HEAD

JAMB

SILL

B

C4/AE503

B4/AE503

A4/AE503

2,3

C2/AE503

B2/AE503

A2/AE503

C4/AE509

B4/AE509

A4/AE509

100'-0"

FINISH FLOOR

3' -4

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

C

C4/AE503

B4/AE503

A4/AE503

2,3

3' - 4" R.O.

2" 3' - 0" 2"

2" 3'

4"

2" 1'

6"

2"

3'

4" 5'

4"

R .O

100'-0"

FINISH FLOOR

GLAZING TYPE NOTES

A. ALL FRAME DIMENSIONS ARE NOMINAL ROUGH

OPENINGS AND THE CONTRACTOR SHALL

COORDINATE ALL ACTUAL OPENING SIZES WITH

RESPECT TO REQUIRED SHIM SPACES AND

ADJACENT MATERIALS.

B. ALL EXTERIOR ALUMINUM GLAZING FRAMES SHALL

RECEIVE A CONT 1/8" CLEAR ANODIZED BRAKE

METAL SILL FLASHING PAN BENEATH ALL ANCHORS

AND SHIMS AND SHALL BE SET IN A CONT BUTYL

SEALANT BEAD INCLUDING CLEANED EXPOSED

SEALING BEADS AGAINST BOTH JAMB FACE TRIMS -

PROVIDE A 1/4" VERTICAL BRAKE UP AT THE INSIDE

FACE OF FRAME AND EXTEND OUT WITH 1/4" - 45

DEGREE BRAKE DOWN TO DRAIN OVER ADJACENT

MATERIAL BELOW.

C. PROVIDE MINIMAL EXPANDING FOAM SEALANT INFILL

EQUAL TO XTRAFOAM BY PREMIER INDUSTRIAL

SUPPLY TO FILL THE ENTIRE PERIMETER SHIM

CAVITY AROUND EACH EXTERIOR ALUMINUM

STOREFRONT FRAME TO PROVIDE ENHANCED

THERMAL PERFORMANCE AND TO BLOCK AIR AND

MOISTURE INFILTRATION.

D. NO EXPOSED FASTENERS SHALL BE ALLOWED IN THE

ALUMINUM GLAZING FRAMES.

E. REFER TO DOOR TYPES FOR ALUMINUM DOOR

INFORMATION.

GENERAL GLAZING NOTES

1. SPANDREL GLASS.

2. 2" x 4 1/2" STOREFRONT GLAZING SYSTEM.

3. 1" INSULATED GLAZING.

4. INTERIOR STOREFRONT GLAZING SYSTEM.

5. ALUMINUM CORNER TRIM.

6. 1/4" TEMPERED GLAZING.

7 1/2"

2" EQ. EQ. 2"

4'-7" R.O.

2" 2'

2"

2'

9" 2"

2'

2" 2'

9"

2"

'-0

" R .O

TYP NOTE

HEAD

JAMB

SILL

HEAD

JAMB

SILL

D

B4/AE504

B3/AE502

B4/AE605

1,2,3

A3/AE502

1 2 3 4 5

A

B

C

D

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

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Y:

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EC

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B

Y:

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N

B Y:

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ES

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N

E D

B Y:

IS

SU

E D

AT

E:

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C O

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A C

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US Army Corps of Engineers ® Louisville District

CERTIFIED FINAL DESIGN SUBMITTAL

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MDP - 19

2nd Street

Ea rh ar t A ve nu e

SCALE: 1" =

1 2 3 4 5

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SHEET ID

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A

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0 40 8040

40'-0"

US Army Corps of Engineers ® Louisville District

NORTH

CERTIFIED FINAL DESIGN SUBMITTAL

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SHEET KEYNOTES

1. EXISTING UNDERGROUND ELECTRICAL DUCT BANK

WITH EXISTING MV CABLE FED FROM EXISTING

MANHOLE P-29 TO TRANSFORMER 752.

DISCONNECT MEDIUM VOLTAGE (MV) CABLE FROM

EXISITNG TRANSFORMER 752 AND PULL BACK TO

EXISTING MANHOLE P-29. EXISTING CABLE TO BE

REUSED AND CONNECTED TO NEW MVS-01

THROUGH NEW P-29A MANHOLE. PROVIDE NEW

DEADBREAK CONNECTORS TO EXISTING CABLE

PRIOR TO CONNECTING TO NEW MVS-01. REFER

TO EP601.

2. EXISTING UNDERGROUND ELECTRICAL DUCT BANK

TO BE REUSED FOR NEW MV CABLE CONNECTED

FROM NEW MVS-01 THROUGH NEW MANHOLE

P-29A TO EXISTING TRANSFORMER 752. REFER TO

EP601.

3. INTERUPT EXISTING ELECTRICAL CONCRETE

ENCASED DUCT BANK AND PROVIDE NEW

MANHOLE P-29A. EXTEND EXISTING CONCRETE

ENCASED DUCK TO CONNECT TO MANHOLE P-29A

AS REQUIRED. REFER TO A1/ES503.

4. NEW UNDERGROUND CONCRETE ENCASED DUCT

BANK FROM MANHOLE P-29A TO NEW 6-

COMPARTMENT MV PAD MOUNTED SWITCH,

MVS-01. REFER TO EP601 FOR FEEDER SIZES.

REFER TO A3/ES502 & A4/ES502.

5. NEW 6 COMPARTMENT PAD MOUNTED MV

DISTRIBUTION SWITCH, MVS-01. REFER TO

C1/ES503.

6. FEEDER IN CONCRETE ENCASED DUCT BANK FROM

EXISTING SWITCH MVS-01 TO PRIMARY SIDE OF

NEW TRANSFORMER. SEE EP601 FOR SIZE AND

C1/ES504.

7. NEW 500KVA, 13.8KV-480Y/277V, OIL FILLED PAD

MOUNT TRANSFORMER. SEE C2/ES501.

8. FEED FROM SECONDARY SIDE OF NEW

TRANSFORMER TO MDP. SEE EP601 FOR FEEDER

SIZE.

9. ELECTRICAL METER FOR BUILDING. SEE A2/ES501.

10. NEW 60KW DIESEL GENERATOR. REFER TO

A4/ES501 FOR GENERATOR PAD DETAIL.

11. FEEDER IN CONCRETE ENCASED DUCT BANK

FROM NEW DIESEL GENERATOR TO DOCKING

STATION. SEE EP601 FOR FEEDER SIZE & C1/ES504.

12. NEW DOCKING STATION. REFER TO EP601.

13. FEEDER TO EXTERIOR LIGHT FIXTURES SHALL BE

IN CONCRETE ENCASED DUCT BANK. REFER TO

A4/ES502.

14. EXISTING TELECOMMUNICATION HANDHOLE, HH-1.

15. EXISTING TELECOMMUNICATION CABLES.

16. EXISTING TELECOMMUNICATION HANDHOLE.

17. EXISTING TELECOMMUNICATION HANDHOLE, HH-8.

18. EXISTING TELECOMMUNICATION HANDHOLE, HH-7.

19. 4-4" CONCRETE ENCASED CONDUITS FROM

EXISTING HANDHOLE, HH-7, TO TELECOM ROOM

152. STUB CONDUITS UP 2" AFF AND PROVIDE WITH

PULL STRING. PROVIDE FABRIC INNERDUCT IN

CONDUIT WITH 24 STRAND SINGLE MODE FIBER &

100 PAIR COPPER OSP AND ROUTE FROM COMM

ROOM 152 TO BUILDING 761. SEE A3/ES502.

20. EXISTING TELECOMMUNICATION CABLES IN

CONCRETE ENCASED DUCT BANK.

21. BOLLARDS. SEE C-130 FOR DETAILS.

22. EXISTING TRANSFORMER 752.

23. EXISITNG MANHOLE P-1F.

24. EXISTING MANHOLE P-29.

25. EXISTING CONCRETE ENCASED ELECTRICAL DUCT

BANK.

26. EXISTING MANHOLE P-28.

27. EXISTING MANHOLE P-4.

28. EXISTING MV SWITCH AS #8.

29. EXISTING TRANSFORMER 750.

SCALE: 1" = 40'-0"

ELECTRICAL SITE PLAN1

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