Newark, DE - Official Website | Official Website
Transcript of 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
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
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