Newark, DE - Official Website | Official Website

7

Transcript of Newark, DE - Official Website | Official Website

Page 1: Newark, DE - Official Website | Official Website
Page 2: Newark, DE - Official Website | Official Website
Page 3: Newark, DE - Official Website | Official Website
Page 4: Newark, DE - Official Website | Official Website
Page 5: Newark, DE - Official Website | Official Website

LEVEL 10"

SERVICE BAY HIGHT.O. STEEL

21' - 9 1/4"

ADEG

24' -

3 1

/4"

115D

115C

1A-6.2

PF-1

2A-8.2

ROOM 117B AND119B LEVEL T.O.

STL11' - 10"

SERVICE BAY LOWT.O. STEEL

20' - 4"

A.5C.5

9A-8.5

12A-8.5

10A-8.5

13A-8.5

DOWNSPOUTS TO STORMWATERMANAGEMENT SYSTEM (TYP)

EXPANSION JOINTEXPANSION JOINT

LEVEL 10"

HEADHOUSELEVEL 2 T.O.

STEEL13' - 6"

HEADHOUSEROOF L.P. - T.O.

STEEL27' - 0"

A B C D E F

EFIS-1

SF-1 SF-1 SF-1

SF-1

SF-1SF-1SF-1

EFIS-1

MP-1

29' -

7 1

/4"

2' -

8"3/

4"5'

- 3"

3/4"

1' -

11"

3/4"

1" 11 3

/4"

10 1

/2"

3/4"

2' -

9 1/

4"3/

4"5'

- 1

3/4"

3/4"

1' -

11 3

/4"

3/4" 4'

- 11

1/4

"

EFIS-1

2' - 11 1/2" 3/4" 12' - 7 1/4" 3/4" 12' - 7 1/4" 3/4" 2' - 10 1/2" 3/4" 8' - 6" 3/4" 8' - 6" 3/4"2' - 10 1/2"3/4" 6' - 9 1/2" 3/4" 6' - 9 3/4"3/4"

2' - 10 1/2"3/4" 6' - 4" 3/4" 2' - 0"

3' - 0 1/2" 25' - 3" 3' - 0" 17' - 0 1/2" 3' - 0" 13' - 8" 3' - 0" 6' - 4" 3' - 10 3/4" 10' - 0" 1' - 4" 10' - 0" 1' - 4" 10' - 0" 2' - 3 1/4"

2"

3' - 4 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 4 1/4"

2" 2"

3' - 2"

2"

3' - 3"

2"

3' - 3"

2"

3' - 3"

2"

3' - 2"

2" 2"

3' - 2"

2"

3' - 3"

2"

3' - 3"

2"

3' - 2"2"

2"2' - 11"

2' - 11"

2"

2' - 11"3' - 4 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 5 1/4"

2"

3' - 4 1/4"3' - 2"

2"

3' - 3"

2"

3' - 3"

2"

3' - 3"

2"

3' - 2" 3' - 2"2"

3' - 3"2"

3' - 3"

2"

3' - 2"

101A100A 100B 100C

1A-6.12

A-6.2

EFIS-1EFIS-1

EFIS-1

EFIS-1

EFIS-1

EFIS-1

EFIS-1

EFIS-1EFIS-1

EFIS-1 EFIS-1 EFIS-1

2' -

0"

17' - 7"

2' -

0"

20' - 4 1/2"

TYP.8' - 0"

TYP.

2' -

0"

NOTE: ALUMINUM HONDA STANDARD SIGNAGE TO BEPROVIDED AND INSTALLED BY G.C. SIZES ANDDIMENSIONS AS SHOWN ON ELEVATIONS

1A-8.4

A.5 C.5HEADHOUSE

ROOF H.P. - T.O.STEEL

28' - 7 1/2"3/4" 10' - 0" 3/4"

1' - 2 1/2"3/4" 10' - 0" 3/4" 1' - 2 1/2" 3/4" 10' - 0" 3/4" 2' - 2 1/4"

4A-8.4

2' -

6 1/

2"3/

4"

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

RECEPTIONSTALLS H.P - T.O.

STEEL22' - 3"

RECEPTIONSTALLS L.P. - T.O.

STEEL21' - 6"

LEVEL 10"

EF

100F 100E 100D

EFIS-1

4' -

0 1/

2"3/

4"1'

- 11

3/4

"3/

4"5'

- 1

3/4"

3/4"

2' -

9 1/

4"

3/4"

11 1

/4"

1' -

0"

3/4"

1' -

11"

3/4"

5' -

3"3/

4"2'

- 8"

2' - 2 1/4"3/4"

10' - 0" 3/4"1' - 2 1/2"3/4"

10' - 0" 3/4"1' - 2 1/2"

3/4"

10' - 0" 3/4"

RECEPTIONSTALLS H.P - T.O.

STEEL22' - 3"

RECEPTIONSTALLS L.P. - T.O.

STEEL21' - 6"

LIPPERINI ENGINEERING

(856

) 795

-735

3Ha

ddon

field,

NJ 0

8033

255 K

ings H

ighwa

y Eas

t

Stru

ctur

al D

esig

n an

d En

gine

erin

g

CK BY

DR BY

SCALE

DATE

CMA NO.

ADDENDUMS

AS NOTED

KEY PLAN

N

CMA

or

ir

e

ni

nn

sgerut

cit

eh

c a tn

lr

IPA

S RN

ES

SI

OA

ST

ACI

MA

ET

GLA

EHS

CR

39

9 M

AR

KET

STR

EET

SU

ITE

20

0

PH

ILA

DEL

PH

IA, P

A 1

91

06

TEL:

21

5 9

25

65

65

FAX

: 2

15

92

5 9

25

7

A-5.1

EXTE

RIO

REL

EVA T

ION

SM

AR

TIN

HO

ND

A S

ERVI

CE

FAC

ILIT

Y

MW/AB

CK/SM/DG/AL

15070

05/18/18

1364

Mar

row

s R

oad

& 70

1 O

glet

own

Roa

d N

ewar

k D

elaw

are

1971

3

ISSUE FOR BID 05/18/2018

1/4" = 1'-0"A-5.12 SOUTH ELEVATION - SERVICE BAY

1/4" = 1'-0"A-5.11

NORTH ELEVATION - MAIN HEADHOUSE/RECEPTIONSTALLS

1/4" = 1'-0"A-5.13

SOUTH ELEVATION - RECEPTIONSTALLS/HEADHOUSE

Rev # Date

1 06/13/2018

Page 6: Newark, DE - Official Website | Official Website

LEVEL 10"

HEADHOUSELEVEL 2 T.O.

STEEL13' - 6"

HEADHOUSEROOF L.P. - T.O.

STEEL27' - 0"

12345 3.12

A-6.1

29' -

7 1

/4"

2' -

8"3/

4"5'

- 3"

3/4"

1' -

11"

3/4"

1' -

11 1

/4"

3/4"

2' -

9 1/

4"

3/4"

5' -

1 3/

4"

3/4"

1' -

11 3

/4" 3/

4"

4' -

11 1

/4"

6' - 11 3/4" 3/4" 14' - 2 1/2" 3/4" 7' - 0" 3/4" 14' - 2 1/2" 3/4" 7' - 0" 3/4" 14' - 2 1/2" 3/4" 7' - 0 1/2"

EFIS-1

111B

3A-6.1

FULL HEIGHT3/8" EXPANSIONJOINT, TYP.

2A-8.4

3A-8.4

HEADHOUSEROOF H.P. - T.O.

STEEL28' - 7 1/2"

EXPANSION JOINTEXPANSION JOINT

PARTS STOR.MEZZ. T.O. STL.9' - 8"

4A-8.5

5A-8.5

3/4"

2' -

6 1/

2"

EXPANSION JOINT EXPANSION JOINT

A-8.52

3A-8.5

A-8.51

LEVEL 10"

HEADHOUSELEVEL 2 T.O.

STEEL13' - 6"

SERVICE BAY HIGHT.O. STEEL

21' - 9 1/4"

5678910

20' -

10

1/2"

PF-1

116B

4A-8.2

3/8" EXPANSION JOINT, TYP. 3/8" EXPANSION JOINT, TYP. 3/8" EXPANSION JOINT, TYP.

FULL HEIGHT3/8" EXPANSIONJOINT, TYP.

5A

SERVICE BAY LOWT.O. STEEL

20' - 4"

LEVEL 10"

SERVICE BAY HIGHT.O. STEEL

21' - 9 1/4"

101112131415 10.1

20' -

10

1/2"

PF-1

3A-6.2

1A-8.3

3A-8.2

4A-8.2

2A-8.3

3/8" EXPANSION JOINT, TYP. 3/8" EXPANSION JOINT, TYP. 3/8" EXPANSION JOINT, TYP.

11A-9.3

SERVICE BAY LOWT.O. STEEL

20' - 4"

LIPPERINI ENGINEERING

(856

) 795

-735

3Ha

ddon

field,

NJ 0

8033

255 K

ings H

ighwa

y Eas

t

Stru

ctur

al D

esig

n an

d En

gine

erin

g

CK BY

DR BY

SCALE

DATE

CMA NO.

ADDENDUMS

AS NOTED

KEY PLAN

N

CMA

or

ir

e

ni

nn

sgerut

cit

eh

c a tn

lr

IPA

S RN

ES

SI

OA

ST

ACI

MA

ET

GLA

EHS

CR

39

9 M

AR

KET

STR

EET

SU

ITE

20

0

PH

ILA

DEL

PH

IA, P

A 1

91

06

TEL:

21

5 9

25

65

65

FAX

: 2

15

92

5 9

25

7

A-5.2

EXTE

RIO

REL

EVA T

ION

S -

EAST

MA

RTI

N H

ON

DA

SER

VIC

E FA

CIL

ITY

MW/AB

CK/SM/DG/AL

15070

05/18/18

1364

Mar

row

s R

oad

& 70

1 O

glet

own

Roa

d N

ewar

k D

elaw

are

1971

3

ISSUE FOR BID 05/18/2018

1/4" = 1'-0"A-5.21 EAST ELEVATION - NORTH - HEADHOUSE

1/4" = 1'-0"A-5.22 EAST ELEVATION - MIDDLE - SERVICE BAYS

1/4" = 1'-0"A-5.23 EAST ELEVATION - SOUTH - SERVICE BAYS

NOTE: DOWNSPOUTS TO CONNECTTO STORMWATER MANAGEMENTSYSTEM. SEE CIVIL ENGINEERINGDRAWINGS.

Rev # Date

Page 7: Newark, DE - Official Website | Official Website

LEVEL 10"

HEADHOUSELEVEL 2 T.O.

STEEL13' - 6"

HEADHOUSEROOF L.P. - T.O.

STEEL27' - 0"

1 2 3 4 53.12A-6.1

4' -

0 1/

2"

3/4"

1' -

11 3

/4"

3/4"

5' -

1 3/

4"

3/4"

2' -

9 1/

4"

3/4"

10 1

/2"

11 3

/4"

1"3/4"

1' -

11"

3/4"

5' -

3"3/

4"2'

- 8"

5' - 10 1/4" 3/4" 10' - 0" 3/4" 10' - 11 1/4" 3/4" 10' - 0" 3/4" 10' - 11 1/4" 1" 10' - 0" 3/4" 5' - 10 1/4"

4' - 11 1/4" 10' - 0" 12' - 0 3/4" 10' - 0" 12' - 0 3/4" 10' - 0" 7' - 2 1/2" 3' - 6" 4 1/4"

2" 3' - 1"

2"

3' - 2"2"3' - 1" 2" 2" 3' - 1"

2"3' - 2"

2"

3' - 1" 2" 2" 3' - 1"2"

3' - 2"2"3' - 1" 2"

6' - 8 3/4"

EFIS-1

SF-1 SF-1 SF-1

MP-1

EFIS-1

2' - 3 1/4"

112C

3A-6.1

2"

1' -

9"

2"

5' -

0 3/

4"

2"

2' -

6 1/

4"

2"

FULL LENGTH 3/8"EXPANSION JOINT, TYP.

2A-8.43

A-8.4 HEADHOUSEROOF H.P. - T.O.

STEEL28' - 7 1/2"

3A-8.5

2A-8.5

1A-8.5

7A-8.5

8A-8.5

RECEPTIONSTALLS H.P - T.O.

STEEL22' - 3"

RECEPTIONSTALLS L.P. - T.O.

STEEL21' - 6"

REV

REV

REV

LEVEL 10"

SERVICE BAY HIGHT.O. STEEL

21' - 9 1/4"

5

6 7 8 9 10

23' -

8"

PF-1

4A-8.2

3/8" EXPANSION JOINTS, TYP. 3/8" EXPANSION JOINTS, TYP. 3/8" EXPANSION JOINTS, TYP.

5A

SERVICE BAY LOWT.O. STEEL

20' - 4"

PARTS STOR.MEZZ. T.O. STL.

9' - 8"

LEVEL 10"

SERVICE BAY HIGHT.O. STEEL

21' - 9 1/4"

10 11 12 13 14 1510.1

24' -

0 1

/4"

PF-1

3A-6.2

1A-8.33

A-8.24A-8.2

2A-8.3

3/8" EXPANSION JOINTS, TYP.3/8" EXPANSION JOINTS, TYP.3/8" EXPANSION JOINTS, TYP.

11A-9.3

SERVICE BAY LOWT.O. STEEL

20' - 4"

LIPPERINI ENGINEERING

(856

) 795

-735

3Ha

ddon

field,

NJ 0

8033

255 K

ings H

ighwa

y Eas

t

Stru

ctur

al D

esig

n an

d En

gine

erin

g

CK BY

DR BY

SCALE

DATE

CMA NO.

ADDENDUMS

AS NOTED

KEY PLAN

N

CMA

or

ir

e

ni

nn

sgerut

cit

eh

c a tn

lr

IPA

S RN

ES

SI

OA

ST

ACI

MA

ET

GLA

EHS

CR

39

9 M

AR

KET

STR

EET

SU

ITE

20

0

PH

ILA

DEL

PH

IA, P

A 1

91

06

TEL:

21

5 9

25

65

65

FAX

: 2

15

92

5 9

25

7

A-5.3

EXTE

RIO

REL

EVA T

ION

S -

WES

T

MA

RTI

N H

ON

DA

SER

VIC

E FA

CIL

ITY

MW/AB

CK/SM/DG/AL

15070

05/18/18

1364

Mar

row

s R

oad

& 70

1 O

glet

own

Roa

d N

ewar

k D

elaw

are

1971

3

ISSUE FOR BID 05/18/2018

1/4" = 1'-0"A-5.31 WEST ELEVATION - NORTH - HEADHOUSE

1/4" = 1'-0"A-5.32 WEST ELEVATION - MIDDLE - SERVICE BAYS

1/4" = 1'-0"A-5.33 WEST ELEVATION - SOUTH - SERVICE BAYS

Rev # Date

1 06/13/2018