18R0004_NZAS173001_MMDF_Drawings_-_Part_2_of_3.pdf
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J K L M N
4.9
7.1
5.5
6.5
W
X49
W
X82
W
X49
W
X68
W
X49
W
X68
W
X82
W
X82
25' - 2" 20' - 0" 20' - 0" 24' - 10"
S3
110 110 110
110 110 110 110
MATCHLINE
REFER A1 S-111
M A
T C
H L
IN
E
R E
F E
R A
S
-1
MATCHLINE
REFER A1 S-115
C4
S-501
A4
S-501
TYP TYP
A2
S-501
112112112
112 112
112112
112 112
112112
112 112
112112112
112 112
112112
112 112
112112
112 112
W
X49
W
X49
W
X49
W
X49
C1
S-509
SIM
C1
S-509C2
S-501
N O
T E
J
/2
/2
C2
S-501
N O
T E
J
12"
EXTERIOR SLAB
12"
EXTERIOR SLAB
5' - 0"
5' - 0"
B4
S-511
B4
S-511
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
D
AREA D
/1
/2
:5 :2
P
M
M H
U Y
H H
K M
O O
R E
S-114
D P
A
IN
T E
R
P A
R T
IA
L
S L
A B
P L A
N
A R
E A
D
N Z
A S
S
-1
SCALE 1/8" = 1'-0"
A1
PARTIAL SLAB PLAN - AREA D
GENERAL NOTES - SLAB PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0", UNLESS
NOTED OTHERWISE ON PLAN.
C SX = TWO-WAY CONCRETE SLAB PER SCHEDULE ON
SHEET S-601.
D SEE SHEETS S-603 & S-604 FOR COLUMN SCHEDULE.
E WX-# = WINDOW & SUPPORT FRAME PER SHEET S-505.
CORRESPONDING WINDOW DESIGN CRITERIA PER
SPECIFICATIONS SECTIONS 08 51 13 & 08 81 00.
F HMX-# = DOOR & SUPPORT FRAME PER SHEET S-507.
CORRESPONDING DOOR DESIGN CRITERIA PER
SPECIFICATIONS SECTION 08 39 54.
G FOR GRADE BEAMS, SEE SHEETS S-100 THUR S-105.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT FOR FLOOR
DESIGN IS AS FOLLOWS:
a. AHU-1 = 1,845 LBS.
b. B-1 & B-2 = 1,760 LBS.
c. BT-1 = 295 LBS + 120 GALLONS OF WATER.
d. CH-1 = 1,525 LBS.
e. CHWP-1 & CHWP-2 = 335 LBS.
f. CU-1 = 165 LBS.
g. CU-2 = 135 LBS.
h. GF-1 = 150 LBS + 50 GALLONS OF WATER.
i. HWP-1 & HWP-2 = 330 LBS.
j. SERVICE TRANSFORMER = 6,500 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN. PROVIDE
HOUSEKEEPING PAD UNDER MEP EQUIPMENT PER DETAIL
B1/S-511.
I PROVIDE 800S250-97 AT JAMBS AND HEAD AROUND
LOUVERS FOR EXHAUST FANS EF-1 AND EF-2.
COORDINATE LOCATION WITH MECHANICAL DRAWINGS.
J KEY & DOWEL THE EXTERIOR CONCRETE SLAB INTO THE
GRADE BEAM PER DETAIL C2/S-501 FOR 7'-0" NORTH OR
SOUTH OF THE GRADE BEAM FACE ALONG GRIDS 5 & 7.
BEYOND THE 7'-0" DIMENSION, ONLY PROVIDE A 1/2"
JOINT, KEY AND DOWELS ARE NOT REQUIRED.
K COORDINATE LOCATION OF PIPING PENETRATIONS WITH
PLUMBING DRAWINGS AND WRAP PIPING WITH 1/2"
EXPANSION JOINT MATERIAL PRIOR TO PLACEMENT OF
CONCRETE SLAB.
KEYNOTES
110 12" WIDE CAST-IN TRENCH DRAIN; REFER TO SCHEDULE
ON PLUMBING SHEET P-602.
111 CONCRETE ENCASEMENT; SEE DETAIL C2/S-510.
112 BOLLARD PER DETAIL B2/S-511; REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION.
128 12" CONCRETE LANDING
7/21/17
3/19 /18
F H J
E G
7.1
H.2E.8
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
W
X49
/2
S3
27' - 4" 6' - 8" 25' - 10" 25' - 10" 6' - 8" 27' - 4"
W1-1
W1-1
W1-1
W1-1
TYP
W1-1W1-1W1-1W1-1
1' - 1 1/2" 17' - 10" 8' - 0" 8' - 0" 17' - 10" 1' - 1 1/2"
104 104
103 103
MATCHLINE
REFER A1 S-113
M A
T C
H L
IN
E
R E
F E
R A
S
-1
M A
T C
H L
IN
E
R E
F E
R A
S
-1
HM1-3
HM1-3HM1-3
HM1-3
A1
S-501
112112
112 112112 112 112
112112 112
110 110 110
C4
S-501
TYP
A1
S-509
S1 S1
BETWEEN
GRIDS F & H
W
X49
W
X49
A4
S-501
TYP
12"
EXTERIOR SLAB
5' - 0"
5' - 0"128 128
B4
S-511
B4
S-511
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
E
AREA E
/1
/2
:5 :2
P
M
M H
U Y
H H
K M
O O
R E
S-115
D P
A
IN
T E
R
P A
R T
IA
L S
L A
B P
L A
N
A R
E A
E
N Z
A S
S
-1
SCALE 1/8" = 1'-0"
A1
PARTIAL SLAB PLAN - AREA E
GENERAL NOTES - SLAB PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0", UNLESS
NOTED OTHERWISE ON PLAN.
C SX = TWO-WAY CONCRETE SLAB PER SCHEDULE ON
SHEET S-601.
D SEE SHEETS S-603 & S-604 FOR COLUMN SCHEDULE.
E WX-# = WINDOW & SUPPORT FRAME PER SHEET S-505.
CORRESPONDING WINDOW DESIGN CRITERIA PER
SPECIFICATIONS SECTIONS 08 51 13 & 08 81 00.
F HMX-# = DOOR & SUPPORT FRAME PER SHEET S-507.
CORRESPONDING DOOR DESIGN CRITERIA PER
SPECIFICATIONS SECTION 08 39 54.
G FOR GRADE BEAMS, SEE SHEETS S-100 THUR S-105.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT FOR FLOOR
DESIGN IS AS FOLLOWS:
a. AHU-1 = 1,845 LBS.
b. B-1 & B-2 = 1,760 LBS.
c. BT-1 = 295 LBS + 120 GALLONS OF WATER.
d. CH-1 = 1,525 LBS.
e. CHWP-1 & CHWP-2 = 335 LBS.
f. CU-1 = 165 LBS.
g. CU-2 = 135 LBS.
h. GF-1 = 150 LBS + 50 GALLONS OF WATER.
i. HWP-1 & HWP-2 = 330 LBS.
j. SERVICE TRANSFORMER = 6,500 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN. PROVIDE
HOUSEKEEPING PAD UNDER MEP EQUIPMENT PER DETAIL
B1/S-511.
I PROVIDE 800S250-97 AT JAMBS AND HEAD AROUND
LOUVERS FOR EXHAUST FANS EF-1 AND EF-2.
COORDINATE LOCATION WITH MECHANICAL DRAWINGS.
J KEY & DOWEL THE EXTERIOR CONCRETE SLAB INTO THE
GRADE BEAM PER DETAIL C2/S-501 FOR 7'-0" NORTH OR
SOUTH OF THE GRADE BEAM FACE ALONG GRIDS 5 & 7.
BEYOND THE 7'-0" DIMENSION, ONLY PROVIDE A 1/2"
JOINT, KEY AND DOWELS ARE NOT REQUIRED.
K COORDINATE LOCATION OF PIPING PENETRATIONS WITH
PLUMBING DRAWINGS AND WRAP PIPING WITH 1/2"
EXPANSION JOINT MATERIAL PRIOR TO PLACEMENT OF
CONCRETE SLAB.
KEYNOTES
102 BRACE #2, SEE ELEVATION C2/S-202.
103 BRACE #3, SEE ELEVATION C4/S-202.
104 BRACE #4, SEE ELEVATION B1/S-202.
105 BRACE #5, SEE ELEVATION B2/S-202.
110 12" WIDE CAST-IN TRENCH DRAIN; REFER TO SCHEDULE
ON PLUMBING SHEET P-602.
112 BOLLARD PER DETAIL B2/S-511; REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION.
128 12" CONCRETE LANDING
A B C D F H J K L M N
E
G
4.9
7.1
5.5
6.5
H.2E.8E.6
4.2
3.2
SEE SHEET S-122 SEE SHEET S-124
SEE SHEET S-121
SEE SHEET S-125
SEE SHEET S-123
MATCHLINE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
MATCHLINE
8 16 3241216
SCALE: 1/16"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
A
B C
OVERALL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
D
E
/1
/2
:5 :2
P
M
M H
U Y
H H
K M
O O
R E
S-120
D P
A
IN
T E
R
O V
E R
A L
L R
O O
F F
R A
M
IN
G P
L A
N
N Z
A S
S
-1
SCALE 1/16" = 1'-0"
A1
OVERALL ROOF FRAMING PLAN
GENERAL NOTES - ROOF FRAMING PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL NORTH OF GRID 5 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRID E.6 = +115'-5 1/2".
3) ALONG GRIDS F & H = +117'-2 1/2".
4) ALONG GRID G = +120'-5-1/4".
D T.O. STEEL & JOIST BEARING ALONG GRIDS 5 & 7 =
+123'-5".
E T.O. JOIST GIRDER AND JOIST BEARING ALONG GRID 6 =
+128'-11-3/4".
F T.O. STEEL SOUTH OF GRID 7 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRIDS F & H = +117'-1 1/4".
G RD1 = 1-1/2", 20 GAUGE, WIDE RIB STEEL ROOF DECK.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-2 = 560 LBS.
b. AHU-3 = 560 LBS.
c. AS-1 = 135 LBS.
d. AS-2 = 140 LBS.
e. ERU-1 = 1,300 LBS.
f. MAU-4 = 775 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
KEYNOTES
F
F
H
H
J
E
G
4.9
H.2E.8
E.6
4.2
3.2 W
X
W18X40
(SLOPES)
W18X40
(SLOPES)
18K3 18K3
W X
R
ID
G E
B E
A M
W X
R
ID
G E
B E
A M
W X
R
ID
G E
B E
A M
W X
R
ID
G E
B E
A M
14K1
14 SP-2
14K1
W X
W X
W X
W X
W X
W X
W X
W X
W X
W18X40
(SLOPES)
30K926K5
30K926K5
30K926K5
26K526K5
20K718K3
18K3
20K918K3
20K918K3
20K918K3
20K718K3
20 SP-318K3
20K718K3
W18X40
(SLOPES)
W18X40
(SLOPES)
18K318K3
W18X40
(SLOPES)
18K4 26K5
18K4 26K5
18K4 26K5
18 SP-1 26K5
18K4 18K3
W18X40
(SLOPES)
18K3
14K1 18K3
14K1 18K3
14K1 18K3
14K1 18K3
18K3
18K3
18K3
W18X40
(SLOPES)
W18X40
(SLOPES)
20K7
20K718K3
W X
14K1
14K1
14K1
14K1
14K1
14K1
W18X40
(SLOPES)
20' - 0" 14' - 0" 25' - 10" 25' - 10" 34' - 0"
R D
R D
W X
W X
W X
W X
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
B R
ID
G
IN
G
3' - 10 1/4"
3' - 10 1/4"
" 3' - 10 1/4"
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
3' - 10 1/4"
3' - 10 1/4"
6' - 8" 6' - 8"
M A
T C
H L
IN
E
R E
F E
R A
S
-1 2/
MATCHLINE
REFER A1 S-123
M A
T C
H L
IN
E
R E
F E
R A
S
-1
S-402
B3
C1
S-512
TYP @
COLUMN
B1
S-512
TYP @
BEAM A1
S-512
TYP @
BEAM
A1
S-512 TYP @ BEAM
C3
S-512
TYP @
COLUMN
A3
S-512 TYP @
BEAM
B3
S-512 TYP @
COLUMN
C1
S-513 TYP @
BEAM
B1
S-513 TYP @
COLUMN
B1
S-513
TYP @
COLUMN
C1
S-513
TYP @
BEAM
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
10K
121ERU-1
AS-1
AS-2
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
B4
S-518
123123
124124
124 127
124 127
124124124
B3
S-201
GRID 2
C1
S-201
A1
S-201
B1
S-201
C3
S-201
B3
S-508
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
A
AREA A
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :2
P
M
M H
U Y
H H
K M
O O
R E
S-121
D P
A
IN
T E
R
P A
R T
IA
L R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
A N
Z A
S
S
-1
SCALE 1/8" = 1'-0"
A1
PARTIAL ROOF FRAMING PLAN - AREA A
GENERAL NOTES - ROOF FRAMING PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL NORTH OF GRID 5 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRID E.6 = +115'-5 1/2".
3) ALONG GRIDS F & H = +117'-2 1/2".
4) ALONG GRID G = +120'-5-1/4".
D T.O. STEEL & JOIST BEARING ALONG GRIDS 5 & 7 =
+123'-5".
E T.O. JOIST GIRDER AND JOIST BEARING ALONG GRID 6 =
+128'-11-3/4".
F T.O. STEEL SOUTH OF GRID 7 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRIDS F & H = +117'-1 1/4".
G RD1 = 1-1/2", 20 GAUGE, WIDE RIB STEEL ROOF DECK.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-2 = 560 LBS.
b. AHU-3 = 560 LBS.
c. AS-1 = 135 LBS.
d. AS-2 = 140 LBS.
e. ERU-1 = 1,300 LBS.
f. MAU-4 = 775 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
KEYNOTES
121 W8x35 HUNG PARTITION SUPPORT BEAM, B.O. STEEL =
+10'-0 1/4", SEE DETAIL A1/S-508.
123 FALL PROTECTION DISCRETE ANCHORAGE, SEE DETAILS
C1, C2, AND C3 ON SHEET S-528.
124 FALL PROTECTION REDIRECT STANCHIONS, SEE DETAILS
C1 AND C2 ON SHEET S-528.
127 DIAGONAL BRIDGING AT REDIRECT STANCHIONS, SEE
DETAIL A2 ON SHEET S-528.
A B C D
E
5.5
6.5
L H
L H
L H
L H
W18X40 W18X40 W18X40 W18X40
W18X40 W18X40 W18X40 W18X40
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
S
P -4
S
P -4
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
54G 9N17K 54G 10N17K
RD1
/2
/2
RD1
2' - 2" 24' - 10" 20' - 0" 20' - 0" 25' - 2"
4' - 10" 12 SPACES = 60'-0" 6 SPACES = 25' - 2"
RIDGE JOIST GIRDER RIDGE JOIST GIRDER
MATCHLINE
REFER A1 S-121
M A
T C
H L
IN
E
R E
F E
R A
S
-1
MATCHLINE
REFER A1 S-125
W X
W X
W X
W X
A1
S-200
W X
W X
W X
W X
A1
S-200
B1
S-515
TYP @
BEAM
A1
S-515
TYP @
COLUMN
C3
S-515
TYP @
JOIST GIRDER
B3
S-515
TYP @
COLUMN
B1
S-515
A1
S-515
TYP @
BEAM
TYP @
COLUMN
17K 17K 13K 13K 13K 13K 19K 19K
17K 17K 13K 13K 13K 13K 19K 19K
DIAGONAL BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
DIAGONAL BRIDGING
C1
S-509
C1
S-509
SIM
123 123123
123123
123123
127 127
127 127
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
B
AREA B
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :3
P
M
M H
U Y
H H
K M
O O
R E
S-122
D P
A
IN
T E
R
P A
R T
IA
L R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
B N
Z A
S
S
-1
SCALE 1/8" = 1'-0"
A1
PARTIAL ROOF FRAMING PLAN - AREA B
GENERAL NOTES - ROOF FRAMING PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL NORTH OF GRID 5 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRID E.6 = +115'-5 1/2".
3) ALONG GRIDS F & H = +117'-2 1/2".
4) ALONG GRID G = +120'-5-1/4".
D T.O. STEEL & JOIST BEARING ALONG GRIDS 5 & 7 =
+123'-5".
E T.O. JOIST GIRDER AND JOIST BEARING ALONG GRID 6 =
+128'-11-3/4".
F T.O. STEEL SOUTH OF GRID 7 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRIDS F & H = +117'-1 1/4".
G RD1 = 1-1/2", 20 GAUGE, WIDE RIB STEEL ROOF DECK.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-2 = 560 LBS.
b. AHU-3 = 560 LBS.
c. AS-1 = 135 LBS.
d. AS-2 = 140 LBS.
e. ERU-1 = 1,300 LBS.
f. MAU-4 = 775 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
KEYNOTES
120 JOIST TOP CHORD EXTENTION, TYPICAL.
123 FALL PROTECTION DISCRETE ANCHORAGE, SEE DETAILS
C1, C2, AND C3 ON SHEET S-528.
124 FALL PROTECTION REDIRECT STANCHIONS, SEE DETAILS
C1 AND C2 ON SHEET S-528.
127 DIAGONAL BRIDGING AT REDIRECT STANCHIONS, SEE
DETAIL A2 ON SHEET S-528.
J
E
G
5.5
6.5
H.2E.8
L H
L H
L H
L H
W18X40
W18X50 W18X50
W18X40
W18X40 W18X40
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
S
P -4
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
54G 13N9K
32G 6N17K 66G 13N17K 32G 6N17K
RD1
RD1
BRIDGING
/2
/2
27' - 4" 32' - 6" 32' - 6" 27' - 4"
6 SPACES = 27' - 4" 13 SPACES = 65'-0" 6 SPACES = 27' - 4"
120 101
101101
RIDGE JOIST GIRDER RIDGE JOIST GIRDER RIDGE JOIST GIRDER
MATCHLINE
REFER A1 S-121
MATCHLINE
REFER A1 S-125
M A
T C
H L
IN
E
R E
F E
R A
S
-1
M A
T C
H L
IN
E
R E
F E
R A
S
-1
W X
W X
W X
W X
A1
S-200
A1
S-200
W X
W X
W X
W X
B1
S-515
TYP @
BEAM
A1
S-515
TYP @
COLUMN
B1
S-515
TYP @
BEAM
A1
S-515
TYP @
COLUMN
C1
S-515
C3
S-515
TYP @
JOIST GIRDER
B3
S-515
TYP @
COLUMN
24K
24K 24K
24K
BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
DIAGONAL BRIDGING
BRIDGING
BRIDGING
DIAGONAL BRIDGING
123123 123 123123 123 123123
123123
S-529
C1
S-529
C3
126 126
126126
123123
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
C
AREA C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :3
P
M
M H
U Y
H H
K M
O O
R E
S-123
D P
A
IN
T E
R
P A
R T
IA
L R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
C N
Z A
S
S
-1
1/8" = 1'-0"A1
PARTIAL ROOF FRAMING PLAN - AREA C
GENERAL NOTES - ROOF FRAMING PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL NORTH OF GRID 5 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRID E.6 = +115'-5 1/2".
3) ALONG GRIDS F & H = +117'-2 1/2".
4) ALONG GRID G = +120'-5-1/4".
D T.O. STEEL & JOIST BEARING ALONG GRIDS 5 & 7 =
+123'-5".
E T.O. JOIST GIRDER AND JOIST BEARING ALONG GRID 6 =
+128'-11-3/4".
F T.O. STEEL SOUTH OF GRID 7 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRIDS F & H = +117'-1 1/4".
G RD1 = 1-1/2", 20 GAUGE, WIDE RIB STEEL ROOF DECK.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-2 = 560 LBS.
b. AHU-3 = 560 LBS.
c. AS-1 = 135 LBS.
d. AS-2 = 140 LBS.
e. ERU-1 = 1,300 LBS.
f. MAU-4 = 775 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
KEYNOTES
101 BRACE #1, SEE ELEVATION C1/S-202.
120 JOIST TOP CHORD EXTENTION, TYPICAL.
123 FALL PROTECTION DISCRETE ANCHORAGE, SEE DETAILS
C1, C2, AND C3 ON SHEET S-528.
124 FALL PROTECTION REDIRECT STANCHIONS, SEE DETAILS
C1 AND C2 ON SHEET S-528.
125 3'-0"x3'-0" ROOF HATCH, SEE DETAILS A2 AND B2 ON
SHEET S-528; REFER TO ARCHITECTURAL DRAWINGS.
126 FALL PROTECTION GUARDRAIL
127 DIAGONAL BRIDGING AT REDIRECT STANCHIONS, SEE
DETAIL A2 ON SHEET S-528.
J K L M N
5.5
6.5
L H
L H
L H
L H
L H
L H
W18X40 W18X40 W18X40 W18X40
W18X40 W18X40 W18X40 W18X40
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
S
P -4
S
P -4
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
L H
54G 9N17K54G 10N17K
RD1
RD1
BRIDGING
/2
/2
25' - 2" 20' - 0" 20' - 0" 24' - 10" 2' - 2"
6 SPACES = 25' - 2" 12 SPACES = 60'-0" 4' - 10"
RIDGE JOIST GIRDERRIDGE JOIST GIRDER
MATCHLINE
REFER A1 S-121
M A
T C
H L
IN
E
R E
F E
R A
S
-1
MATCHLINE
REFER A1 S-125
W X
W X
W X
W X
A1
S-200
W X
W X
W X
W X
A1
S-200
C3
S-515
TYP @
JOIST GIRDER
B3
S-515
TYP @
COLUMN
B1
S-515
A1
S-515
TYP @
BEAM
TYP @
COLUMN
B1
S-515
TYP @
BEAM
A1
S-515
TYP @
COLUMN
19K 19K 13K 13K 13K 13K 17K 17K
19K 19K 13K 13K 13K 13K 17K 17K
BRIDGING
DIAGONAL BRIDGING
BRIDGING
BRIDGING
BRIDGING
BRIDGING
DIAGONAL BRIDGING
BRIDGING
BRIDGING
C1
S-509
C1
S-509
SIM
123123123123
123123
123123
127127
124 127
127127
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
D
AREA D
/1
/2
:5 :4
P
M
M H
U Y
H H
K M
O O
R E
S-124
D P
A
IN
T E
R
P A
R T
IA
L R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
D N
Z A
S
S
-1
SCALE 1/8" = 1'-0"
A1
PARTIAL ROOF FRAMING PLAN - AREA D
GENERAL NOTES - ROOF FRAMING PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL NORTH OF GRID 5 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRID E.6 = +115'-5 1/2".
3) ALONG GRIDS F & H = +117'-2 1/2".
4) ALONG GRID G = +120'-5-1/4".
D T.O. STEEL & JOIST BEARING ALONG GRIDS 5 & 7 =
+123'-5".
E T.O. JOIST GIRDER AND JOIST BEARING ALONG GRID 6 =
+128'-11-3/4".
F T.O. STEEL SOUTH OF GRID 7 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRIDS F & H = +117'-1 1/4".
G RD1 = 1-1/2", 20 GAUGE, WIDE RIB STEEL ROOF DECK.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-2 = 560 LBS.
b. AHU-3 = 560 LBS.
c. AS-1 = 135 LBS.
d. AS-2 = 140 LBS.
e. ERU-1 = 1,300 LBS.
f. MAU-4 = 775 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
KEYNOTES
120 JOIST TOP CHORD EXTENTION, TYPICAL.
123 FALL PROTECTION DISCRETE ANCHORAGE, SEE DETAILS
C1, C2, AND C3 ON SHEET S-528.
124 FALL PROTECTION REDIRECT STANCHIONS, SEE DETAILS
C1 AND C2 ON SHEET S-528.
127 DIAGONAL BRIDGING AT REDIRECT STANCHIONS, SEE
DETAIL A2 ON SHEET S-528.
F H J
E G
7.1
H.2E.8
W X
W X
W X
W X
W X
W X
W16X45
(SLOPES)
24K4
W16X45
(SLOPES)
24K4
24 SP-5
24K4
24K4
24K4
30K9
30K9
30K9
W16X45
(SLOPES)
24K4
24K4
24 SP-5
24K4
24K4
24K4
30K9
30K9
30K9
W16X45
(SLOPES)
DBP 76LH -2
DBP 76LH -2
DBP 76LH -1
DBP 76LH -2
DBP 76LH -2
DBP 76LH -3
DBP 76LH -4
DBP 76LH -4
DBP 76LH -5
DBP 76LH -6
DBP 76LH -7
DBP 76LH -8
R D
R D
3' - 10 1/4" 27' - 4" 6' - 8" 25' - 10" 25' - 10" 6' - 8" 27' - 4" 3' - 10 1/4"
W X
W X
3' - 10 1/4"
3' - 10 1/4"
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
D
IA
G O
N A
L B
R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
B R
ID
G
IN
G
W X
W X
103 102
104104
120120
R
ID
G E
L
IN
E
MATCHLINE
REFER A1 S-123
M A
T C
H L
IN
E
R E
F E
R A
S
-1
M A
T C
H L
IN
E
R E
F E
R A
S
-1
120120
C3
S-513
TYP @
BEAM
B3
S-513
TYP @
COLUMN
A1
S-512 TYP @ BEAM
C3
S-512 TYP @ COLUMN
A1
S-512
TYP @
BEAM
C3
S-512
TYP @
COLUMN
C3
S-513
TYP @ BEAM
B3
S-513
TYP @
COLUMN
C1
S-514
C1
S-514
C1
S-514
C1
S-514
A1
S-514
A1
S-514
K
10K
K
K
K
K
K
K
K
K
K
10K
K
K
AHU-2 MAU-4 AHU-3
A1
S-509
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
W10X33
(SLOPES)
W10X33
(SLOPES)
B4
S-518
B4
S-518
B4
S-518 B4
S-518
B4
S-518
B4
S-518
123123
123123
124 124
124 124127
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
E
AREA E
/1
/2
:5 :4
P
M
M H
U Y
H H
K M
O O
R E
S-125
D P
A
IN
T E
R
P A
R T
IA
L R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
E N
Z A
S
S
-1
SCALE 1/8" = 1'-0"
A1
PARTIAL ROOF FRAMING PLAN - AREA E
GENERAL NOTES - ROOF FRAMING PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL NORTH OF GRID 5 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRID E.6 = +115'-5 1/2".
3) ALONG GRIDS F & H = +117'-2 1/2".
4) ALONG GRID G = +120'-5-1/4".
D T.O. STEEL & JOIST BEARING ALONG GRIDS 5 & 7 =
+123'-5".
E T.O. JOIST GIRDER AND JOIST BEARING ALONG GRID 6 =
+128'-11-3/4".
F T.O. STEEL SOUTH OF GRID 7 AS FOLLOWS:
1) ALONG GRIDS E & J = +113'-0 1/2".
2) ALONG GRIDS F & H = +117'-1 1/4".
G RD1 = 1-1/2", 20 GAUGE, WIDE RIB STEEL ROOF DECK.
H COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-2 = 560 LBS.
b. AHU-3 = 560 LBS.
c. AS-1 = 135 LBS.
d. AS-2 = 140 LBS.
e. ERU-1 = 1,300 LBS.
f. MAU-4 = 775 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
KEYNOTES
102 BRACE #2, SEE ELEVATION C2/S-202.
103 BRACE #3, SEE ELEVATION C4/S-202.
104 BRACE #4, SEE ELEVATION B1/S-202.
105 BRACE #5, SEE ELEVATION B2/S-202.
120 JOIST TOP CHORD EXTENTION, TYPICAL.
123 FALL PROTECTION DISCRETE ANCHORAGE, SEE DETAILS
C1, C2, AND C3 ON SHEET S-528.
124 FALL PROTECTION REDIRECT STANCHIONS, SEE DETAILS
C1 AND C2 ON SHEET S-528.
127 DIAGONAL BRIDGING AT REDIRECT STANCHIONS, SEE
DETAIL A2 ON SHEET S-528.
T.O. SLAB
= +100'-0"
T.O. STEEL
@ GRIDS 5 & 7
= +123'-11"
T.O. STEEL (COLUMN)
= +129'-6 1/4"
5 5.5 6 6.5 7 W
1.5 : 12 1.5 : 12
W18
W
W
W
W
W18
W18
W18
22'-5" 22'-5" 22'-5"22'-5"3'-9 1/2" 3'-9 1/2"
S-518
C1
S-518
C2 S-518
C4
S-518
C2
S-518
C1
OPP HAND
OPP HAND
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :4
P
M
M H
U Y
H H
K M
O O
R E
S-200
D P
A
IN
T E
R
M O
M E
N T
F R
A M
E E
L E
V A
T
IO
N S
N Z
A S
S
-2
SCALE 1/4" = 1'-0"
A1
MOMENT FRAME ELEVATION ALONG GRIDS A-E-J-N
4.9 4 3 2
T.O. STEEL
= +115'-5 1/2"
T.O. SLAB
= +100'-0"
W21x62 W18x40 W18x40
W x
W x
W x
W x
28'-0" 21'-8" 18'-4"
4.9 4 3 2 1
T.O. STEEL
= +120'-5 1/4"
T.O. SLAB
= +100'-0"
W21x62 W18x40 W18x40
W x
W x
W x
W x
W x
W18x40
28'-0" 21'-8" 18'-4" 10'-0"
4.9 4.2 3.2 2
T.O. STEEL
= +113'-0 1/2"
T.O. SLAB
= +100'-0"
W21x62 W18x40 W18x40
W x
W x
W x
W x
20'-2" 24'-0" 23'-10"
E.6 F G H J
T.O. SLAB
= +100'-0"
W x
W x
W x
W x
W x
T.O. STEEL
T.O. STEEL T.O. STEEL
T.O. STEEL
T.O. STEEL
= +115'-10"
= +113'-4"
= +117'-7" = +117'-7" = +120'-9 3/4"
14'-0" 25'-10" 25'-10" 34'-0"3'-10 1/4" 3'-10 1/4"
EE.6FGHJ
T.O. SLAB
= +100'-0"
W x
W x
W x
W x
W x
W x
T.O. STEEL T.O. STEEL
T.O. STEELT.O. STEEL
T.O. STEEL
T.O. STEEL
= +113'-4" = +113'-4"
= +117'-7"= +117'-7"
= +115'-10"
= +120'-9 3/4"
20'-0"14'-0"25'-10"25'-10"34'-0" 3'-10 1/4"3'-10 1/4"
S-519
A4
S-519
A4
S-519
A4
S-519
C2
SIM
S-519
A4
S-519
A4
S-519
A4
S-519
A4
S-519
A4
SIM SIM
S-519
A4
S-519
A4
S-519
C2
S-519
C2
OPP
HAND
S-519
A2
S-519
B1
S-519
B1 S-519
A1
S-519
A1
OPP
HAND
OPP
HAND
S-519
A2
S-519
B1
S-518
B2
S-519
A1
S-519
B4S-519
A1
OPP
HAND OPP
HAND
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :4
P
M
M H
U Y
H H
K M
O O
R E
S-201
D P
A
IN
T E
R
M O
M E
N T
F R
A M
E E
L E
V A
T
IO
N S
N Z
A S
S
-2
SCALE 1/8" = 1'-0"
C1
MOMENT FRAME ELEVATION ALONG GRID E.6
SCALE 1/8" = 1'-0"
C3
MOMENT FRAME ELEVATION ALONG GRID G
SCALE 1/8" = 1'-0"
B1
MOMENT FRAME ELEVATION ALONG GRID J
SCALE 1/8" = 1'-0"
B3
MOMENT FRAME ELEVATION ALONG GRID 2
SCALE 1/8" = 1'-0"
A1
MOMENT FRAME ELEVATION ALONG GRID 4.9
H.2
E.8
J
E
T.O. STEEL
= +123'-5"
T.O. SLAB
= +100'-0"
W18x40
W x
W x 9W
8x3
W 8x
W18x4054G 13N9K
27'-4"
9 8
T.O. STEEL
= +113'-0 1/2"
T.O. SLAB
= +100'-0"
W16x45
W x
W x
W16x45
C6x8 .2C6x8.2
NOTES:
1. ORIENT C6 BRACES BACK-TO-BACK.
19'-10"
T.O. STEEL
= +117'-1 1/4"
T.O. SLAB
= +100'-0"
W16x45
W x
W x
W16x45W24x55
C 6x8
.2 C6x8.2
NOTES:
1. ORIENT C6 BRACES BACK-TO-BACK.
19'-10"
JH
T.O. STEEL
= +113'-4"
T.O. STEEL
= +117'-7 1/8"
EF
T.O. SLAB
= +100'-0"
W x
W x
W16x45
W 8x2
DBP 76LH
34'-0"
17'-0 3/4"
JH
T.O. STEEL
= +113'-4"
T.O. STEEL
= +117'-7 1/8"
EF
T.O. SLAB
= +100'-0"
W x
W x
W16x45
W 8x28
DBP 76LH
34'-0"
17'-0"
S-516
C2
S-516
C1
S-516
C1
OPP HAND
S-516
C4
S-516
B1
S-516
C4
S-516
B1
OPP
HAND
OPP
HAND
33.33°
S-516
B4
S-516
B2 S-516
B2
S-516
B4
OPP HAND
OPP HAND
S-517
C1 S-517
C3
S-517
B3
S-517
B1
164 8268
SCALE: 1/8"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :4
P
M
M H
U Y
H H
K M
O O
R E
S-202
D P
A
IN
T E
R
B R
A C
IN
G
E L E
V A
T
IO
N S
N Z
A S
S
-2
SCALE 1/8" = 1'-0"
C1
BRACED FRAME #1 ELEVATION ALONG GRIDS 5 & 7
SCALE 1/8" = 1'-0"
C2
BRACED FRAME #2 ELEVATION ALONG GRIDS E & J
SCALE 1/8" = 1'-0"
C4
BRACED FRAME #3 ELEVATION ALONG GRIDS F & H
SCALE 1/8" = 1'-0"
B1
BRACED FRAME #4 ELEVATION ALONG GRID 7.1
SCALE 1/8" = 1'-0"
B2
BRACED FRAME #5 ELEVATION ALONG GRID 9
E
E
G
6.5
E.8
W14X34
W14X34
W14X34
W14X34
W14X34
W14X34
W14X34
W14X34
W X
W14X34
W14X34
W14X34
W14X34
W14X34
W14X34
W14X34H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
1' - 9" 8' - 7" 18' - 0" 20' - 9" 10' - 9"
H S
S6X 6X
1/
H S
S4X 4X
1/
H S
S6X 6X
1/
H S
S4X 4X
1/
H S
S6X 6X
1/
H S
S4X 4X
1/
27' - 4"
7' - 7" 10' - 5" 10' - 5" 10' - 4" 7' - 6" 6' - 6" B
G
W14X34
A3
S-510
TYP
A2
S-510
TYP
B2
S-510
TYP
W X
W X
W X
0 MAU-1
AHU-4
MAU-3
W10
W
W10W10
W
W
W
A1
S-510
A1
S-510
A1
S-510
A1
S-510
W14X34 E Q
E Q
E Q
HSS4X4X1/4HSS4X4X1/4
W
W
MAU-2
W10
W
W
W
W
W10 W10
W10
W10
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
C
AREA C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-400
D P
A
IN
T E
R
P A
R T
IA
L F
R A
M
IN
G P
L A
N
M E
C H
A N
IC
A
L P
L A
T F
O R
M N
Z A
S
S
-4
SCALE 1/4" = 1'-0"
A1
PARTIAL FRAMING PLAN - MECHANICAL PLATFORM
GENERAL NOTES - MECHANICAL PLATFORM
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL = +113'-4".
D BG1 = WELDED BAR GRATING WITH 1-1/2"x3/16" BEARING
BARS AT 1-3/16" ON CENTER & CROSS BARS AT 4" ON
CENTER. WELD GRATING TO STEEL BEAMS PER
MANUFACTURERS SPECIFICATIONS.
E COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-4 = 595 LBS.
b. MAU-1 = 4,900 LBS.
c. MAU-2 = 830 LBS.
d. MAU-3 = 3,070 LBS.
e. MAU-5 = 4,900 LBS.
f. MAU-6 = 1,670 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
F GENERAL CONTRACTOR TO LOCATE W10x19 BEAMS
UNDER EDGES OF APPROVED MECHANICAL EQUIPMENT.
ALIGN THE CENTERLINE OF THE W10s WITH THE EDGE OF
THE MECHANICAL EQUIPMENT. OMIT GRATING UNDER
MECHANICAL EQUIPMENT.
G LOCATED HANDRAIL POSTS PER ARCHITECTURAL
DRAWINGS. COORDINATE WITH MECHANICAL
DUCTWORK.
G
6.5
H.2
H S
S4X 4X
1/
W14X34 W14X34 W14X34
W14X34
W14X34
W14X34
W14X34
W X
W14X34
W14X34
W14X34 W14X34
W14X34
W14X34
H S
S6X 6X
1/
H S
S4X 4X
1/
H S
S6X 6X
1/
H S
S4X 4X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
H S
S6X 6X
1/
HSS4X4X1/4
E Q
E Q
E Q
10' - 9" 20' - 9" 18' - 0" 8' - 7" 1' - 9"
27' - 4"
W14X34
W14X34
W14X34
6' - 6" 7' - 6" 10' - 4" 10' - 5" 10' - 5" 7' - 7"
B G
1 A3
S-510
TYP
A2
S-510
TYP
B2
S-510
TYP
W X
W X
W X
MAU-3
MAU-5
MAU-6
W
W 0 W10
W10
W
W
A1
S-510
A1
S-510
A1
S-510
A1
S-510HSS4X4X1/4
W14X34
W
W
W10
W10
W
W
W
W
W10
W10
W10
W10
W
W
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
C
AREA C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-401
D P
A
IN
T E
R
P A
R T
IA
L F
R A
M
IN
G P
L A
N
M E
C H
A N
IC
A
L P
L A
T F
O R
M N
Z A
S
S
-4
SCALE 1/4" = 1'-0"
A1
PARTIAL FRAMING PLAN - MECHANICAL PLATFORM
GENERAL NOTES - MECHANICAL PLATFORM
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL = +113'-4".
D BG1 = WELDED BAR GRATING WITH 1-1/2"x3/16" BEARING
BARS AT 1-3/16" ON CENTER & CROSS BARS AT 4" ON
CENTER. WELD GRATING TO STEEL BEAMS PER
MANUFACTURERS SPECIFICATIONS.
E COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. BASIS OF
DESIGN OPERATING WEIGHT OF EQUIPMENT IS AS
FOLLOWS:
a. AHU-4 = 595 LBS.
b. MAU-1 = 4,900 LBS.
c. MAU-2 = 830 LBS.
d. MAU-3 = 3,070 LBS.
e. MAU-5 = 4,900 LBS.
f. MAU-6 = 1,670 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED AS THE BASIS OF DESIGN.
F GENERAL CONTRACTOR TO LOCATE W10x19 BEAMS
UNDER EDGES OF APPROVED MECHANICAL EQUIPMENT.
ALIGN THE CENTERLINE OF THE W10s WITH THE EDGE OF
THE MECHANICAL EQUIPMENT. OMIT GRATING UNDER
MECHANICAL EQUIPMENT.
G LOCATED HANDRAIL POSTS PER ARCHITECTURAL
DRAWINGS. COORDINATE WITH MECHANICAL
DUCTWORK.
2'-7" 14'-2" 4'-0"
10"
H
W x
/2
10K1 (SLOPES)
10K1 (SLOPES)
10K1 (SLOPES)
W12x26 (SLOPES)
W x
/2
W x
/2
R D
EDGE OF
ROOF DECK
FACE OF METAL PANEL,
SEE ARCH DWGS
W10x49
COLUMN
W10x49
COLUMN
HSS 8x8x1/4
POST
HSS 8x8x1/4
POST
HSS 8x8x1/4
POST
C1
S-521
C3
S-521
B1
S-521
F H J
E
G
4.9
H.2E.8E.6
4.2
3.2
S-506
A1
S-506
C1
S-506
B3
S-506
C2
S-506
B1
H S
S X
X
/4
H S
S X
X
/4
H S
S X
X
/4
HSS8X2X1/4
HSS8X2X1/4
HSS8X2X1/4 HSS8X2X1/4
HSS8X2X1/4
H S
S X
X
/4
HSS8X2X1/4
H S
S X
X
/4
HSS8X2X1/4 HSS8X2X1/4
TYP
TYP @
CORNER
S-506
B3
S-506
B3
B4
S-508
F H J
E G
7.1
H.2E.8E.6
S-506
B2
TYP
S-506
B1 S-506
B1
S-506
C1
S-506
C3
H S
S X
X
/4
H S
S X
X
/4
HSS8X2X1/4 HSS8X2X1/4
H S
S X
X
/4
H S
S X
X
/4
HSS8X2X1/4 HSS8X2X1/4
HSS8X2X1/4 HSS8X2X1/4
HSS8X2X1/4HSS8X2X1/4
NOTE D
NOTE D NOTE D
NOTE D
S-506
C3
TYP @
CORNER
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
PLAN
NORTH
KEY PLAN
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-402
D P
A
IN
T E
R
P A
R T
IA
L F
R A
M
IN
G P
L A
N S
N Z
A S
S
-4
SCALE 3/8" = 1'-0"
B3
PARTIAL ROOF PLAN AT ENTRANCE VESTIBULE - AREA A
SCALE 1/16" = 1'-0"
C1
PARTIAL FRAMING PLAN - AREA A
SCALE 1/16" = 1'-0"
A1
PARTIAL FRAMING PLAN - AREA E
SCALE: 3/8"=1'-0"
24 4
GENERAL NOTES - PARTIAL PLANS
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATAM: T.O. FINISHED SLAB = +100'-0".
C B.O. HSS 8x2 = +110'-0"
D SEE DETAIL B3/S-505 FOR CONNECTION TO VERTICAL HSS
MEMBER.
8 16 3241216
SCALE: 1/16"=1'-0"
A
AREA A & E
E
20'-0"1'-10"
17'-8" 2'-4"
TYP
2"
G A
T E
1'-10"
G A
T E
E E.6
CU-1
CU-2
CH-1
HSS 4x4x1/4
HSS 4x4x1/4
HSS 4x4x1/4
SERVICE
TRANSFORMER
HSS 4x4x1/4
HM1-2
HM1-1
HSS 4x4x1/4
HSS 4x4x1/4
HSS 4x4x1/4
HSS 4x4x1/4
EDGE OF SLAB/GRADE
BEAM, TYP
8" CMU WALL
FACE OF FACADE
& EDGE OF SLAB,
TYP
W10 COLUMN, TYP
GRADE BEAM, TYP
CHAIN LINK
FENCE PER
ARCH DWGS
HSS 2x2x1/8
HSS 2x2x1/8
= + 99' - 4"
= + 99' - 6"
20'-0"1'-10"
3'-9"3"
/4
G A
T E
/4
1'-6 1/4"
1'-6 1/4"
4'-0" 4'-0" 4'-0" 2'-7"
G A
T E
E E.6
8" CMU
WALL
FACE OF
FACADE, TYP
W10 COLUMN,
TYP
HSS 4x4x1/4
HSS 4x4x1/4
HSS 4x4x1/4
HSS 4x4x1/4
HSS 4x4x1/4
C L1
CHAIN LINK
FENCE PER
ARCH DWGS
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
H S
S x x /8
HSS 2x2x1/8
HSS 2x2x1/8
HSS 2x2x1/8
S-502
D2
TYP
OF 10
S-503
C1
A1
S-524
C1
S-524
C3
S-524
C2
S-501
SIM
S4
A5
S-510
TYP
A1
S-503
A1
S-524
S-527
B1
S-527
B2
TYP
S-527
B4
S-527
A2
TYP
S-526
C4
TYP
S-526
B1
S-526
C1
TYP
S-526
B4
S-526
B2
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-403
D P
A
IN
T E
R
P A
R T
IA
L F
R A
M
IN
G P
L A
N S
M
E C
H A
N
IC
A L Y
A R
D N
Z A
S
S
-4
GENERAL NOTES - MECHANICAL YARD
A T.O. FINISHED FLOOR SLAB ELEV = 3473.00' PER CIVIL
DRAWINGS SHEET CG100.
B PROJECT DATUM: T.O. FINISHED SLAB = +100'-0".
C T.O. STEEL = +111'-8".
D SEE PARTIAL PLANS ON SHEETS S-101 AND S-111 FOR
GRADE BEAM AND SLAB DESIGNATIONS.
E HMX-# = DOOR SUPPORT FRAME PER SHEET S-507.
CORRESPONDING DOOR DESIGN CRITERIA PER
SPECIFICATIONS SECTION 08 39 54.
F CL1 = CHAIN LINK FENCE AND GATE, COORDINATE WITH
ARCHITECURAL DRAWINGS.
G COORDINATE LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT WITH MEP DRAWINGS. MAX
OPERATING WEIGHT OF EQUIPMENT FOR FLOOR DESIGN
IS AS FOLLOWS:
a. CH-1 = 1,600 LBS.
b. CU-1 = 150 LBS.
c. CU-2 = 110 LBS.
d. SERVICE TRANSFORMER = 6,500 LBS.
NOTIFY STRUCTURAL ENGINEER OF RECORD IF WEIGHT
OF EQUIPMENT SELECTED IS GREATER THAN 10% MORE
THAN WEIGHTS USED IN DESIGN. PROVIDE
HOUSEKEEPING PAD UNDER MEP EQUIPMENT PER DETAIL
B1/S-511.
H GALVANIZE EXTERIOR MECHANICAL YARD HSS 4x4
BEAMS/POSTS AND BASE PLATE ASSEMBLY.
I SX = TWO-WAY CONCRETE SLAB PER SCHEDULE ON
SHEET S-601.
SCALE 1/4" = 1'-0"
A1
PARTIAL SLAB PLAN - MECHANICAL YARD
SCALE 1/4" = 1'-0"
A3
PARTIAL ROOF FRAMING PLAN - MECHANICAL YARD
P E
R S
E C
T
IO
N S
A N
D G
E N
E R
A L N
O T
E S
T Y
P
D E
P T
H
'H
SHORT DIRECTION BOTTOM
REINF PER SLAB SCHEDULE
ON SHEET S-601
LONG DIRECTION BOTTOM
REINF PER SLAB SCHEDULE
ON SHEET S-601
SHORT DIRECTION TOP REINF
PER SLAB SCHEDULE ON
SHEET S-601
LONG DIRECTION TOP REINF
PER SLAB SCHEDULE ON
SHEET S-601
NOTE: VOID FORMS NOT SHOWN FOR
CLARITY, SEE DETAIL C1/S-523.
6"
MIN
2'-0"
8"
G R
A D
E B
E A
M
SLAB
STANDARD 90 DEGREE HOOK
BOTTOM REINF PER SLAB SCHEDULE
ON SHEET S-601, PROVIDE HOOK AT
EVERY OTHER BAR, SEE NOTE
CONT TOP REINF PER SLAB
SCHEDULE ON SHEET S-601,
PROVIDE HOOK AT ALL BARS
ADDED TOP REINF PER SLAB
SCHEDULE ON SHEET S-601,
SEE NOTE
NOTES:
1. EXTEND TOP & BOTTOM REINFORCING TO WITHIN 2" OF EXTERIOR FACE OF SLAB EDGE.
2. VOID FORMS NOT SHOWN FOR CLARITY, SEE DETAIL C1/S-523.
3. SEE SHEET S-602 FOR GRADE BEAM REINFORCING.
T.O. SLAB
SEE PLAN
DRILLED CONCRETE SHAFT
#5 DOWELS W/ 180 DEGREE
HOOK AT END IN GRADE
BEAM, MATCH SLAB REINF
SPACING
6"
MIN
6"
MIN
2'-0"
EQ EQ
SLAB
G R
A D
E B
E A
M
BOTTOM REINF PER SLAB
SCHEDULE, PROVIDE LAP
SPLICE AT EVERY OTHER
BAR, CENTER LAP SPLICE
OVER BEAM
CONT TOP REINF PER SLAB
SCHEDULE ON SHEET S-601
ADDED TOP REINF PER SLAB
SCHEDULE ON SHEET S-601
T.O. SLAB
SEE PLAN
#5 DOWELS W/ 180 DEGREE HOOK
AT END IN GRADE BEAM, MATCH
SLAB REINF SPACING, STAGGER
HOOK DIRECTION INTO SLAB AT
EVERY OTHER BAR
NOTE: VOID FORMS NOT SHOWN FOR
CLARITY, SEE DETAIL C1/S-523.
"H
"B"
T.O. GRADE BEAM
SEE PLANS
GRADE
BEAM
G R
A D
E B
E A
M (G
IR
D
E R
GRADE
BEAM
GRADE BEAM (GIRDER) REINF
PER GRADE BEAM SCHEDULE
ON SHEET S-602
BOTTOM REINF PER GRADE BEAM
SCHEDULE ON SHEET S-602, PROVIDE LAP
SPLICE, CENTER LAP SPLICE OVER GIRDER
STIRRUPS PER GRADE BEAM
SCHEDULE ON SHEET S-602
TOP REINF PER GRADE BEAM
SCHEDULE ON SHEET S-602
NOTE: VOID FORMS NOT
SHOWN FOR CLARITY,
SEE DETAIL C1/S-523.
"H
"B"
"H
T.O. GRADE BEAM
SEE PLANS
G R
A D
E B
E A
M (G
IR
D
E R
GRADE
BEAM
GRADE BEAM (GIRDER) REINF
PER GRADE BEAM SCHEDULE
ON SHEET S-602
BOTTOM REINF PER GRADE BEAM SCHEDULE ON SHEET
S-602; PROVIDE STANDARD 90 DEGREE HOOK AT ALL BARS
STIRRUPS PER GRADE BEAM
SCHEDULE ON SHEET S-602
TOP REINF PER GRADE BEAM
SCHEDULE ON SHEET S-602;
PROVIDE HOOK AT ALL BARS
STANDARD 90 DEGREE
HOOK, SEE REINFORCING
HOOK SCHEDULE, EXTEND
REINFORCING TO WITHIN 2"
OF GRADE BEAM (GIRDER)
FACE
NOTE: VOID FORMS NOT
SHOWN FOR CLARITY,
SEE DETAIL C1/S-523.
JOINT SEALER AND
BACKER ROD, PER
SPECIFICATIONS
SAW CUT JOINT TOOLED JOINT
1/8" MAX FOR SEMI-RIGID JOINT SEALANT
1/4" FOR ELASTOMERIC JOINT SEALANT
/4
T
VARIES
T
G R
E A
T E
R O
F T
/4 O
R
T /4
I F
T
NOTE: SAW CUT SHALL BE MADE WITH AN ULTRA EARLY ENTRY SAW AND
CUT WITHIN 2 HOURS AFTER FINISHING AND PRIOR TO FINAL SET.
R=1/2" MAX FOR SIDEWALKS
& DRIVEWAYS, R=1/8" MAX
FOR FLOORS
JOINT SEALER,
PER SPECIFICATIONS
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-500
D P
A
IN
T E
R
T Y
P
IC
A L S
L A
B
G R
A D
E B
E A
M S
E C
T
IO
N S
D
E T
A
IL
S N
Z A
S
S
-5
SCALE NTS
C1
TYPICAL TWO-WAY SLAB REINF
SCALE NTS
C4
TYPICAL TWO-WAY SLAB REINFORCEMENT AT EXTERIOR BEAM
SCALE NTS
C2
TYPICAL TWO-WAY SLAB REINF AT INTERIOR BEAM ABOVE AND BELOW
SCALE NTS
B2
BEAM REINFORCING AT INTERIOR GIRDER
SCALE NTS
B1
BEAM REINFORCING AT EXTERIOR GIRDER
SCALE NTS
A1
EXTERIOR SLAB JOINT DETAILS
"B" PER
GRADE BEAM
SCHEDULE
S L A
B P
E R
P L A
N "H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
1'-10"
2'-0"
8"
1'-1"
SLAB PER PLAN
GRADE BEAM
GB7
ROUGHEN SURFACE
#5 DOWELS @ 12" O.C. W/
180 DEGREE HOOK AT END
IN GRADE BEAM
NOTE: VOID FORMS &
PERIMETER DRAIN
NOT SHOWN FOR
CLARITY, SEE
DETAIL C1/S-523.
#12-14 x5/8" HWH SD
SCREW, EA SIDE OF STUD
800T200-68 W/ PRE-DRILLED
HOLES FOR ANCHORS
800S200-68 @ 16" O.C.
1/2" Ø ADHESIVE ANCHORS @
16" O.C. W/ HIGH STRENGTH
THREADED RODS AND 2-3/4"
MIN EMBEDMENT
WATERSTOP
"B" PER
GRADE BEAM
SCHEDULE
S L A
B P
E R
P L A
N "H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
C L R
8"
1/2" JOINT
NOTE 1
2"
KEY4
M
IN
K E
Y
/4
1'-10" (AREA A)
1'-1 1/2" (AREA E)
J
E
SLAB PER PLAN
ROUGHEN SURFACE
CAULKED JOINT W/ BACKER ROD, USE
HIGHLY FLEXIBLE CAULKING MATERIAL
COUPLER W/
MOUNTING PLATE
#5 DOWELS @ 12" O.C. W/
180 DEGREE HOOK AT END
IN GRADE BEAM, THREAD
OTHER END INTO COUPLER
#5 @ 12" O.C., THREAD
INTO COUPLER
#5 CONT
@ 12" O.C.
HYDROPHILIC
WATERSTOP
SLOPE, NOTE 2
NOTES:
1. PROVIDE JOINT ABOVE COUPLER.
2. SLOPE PER CIVIL DRAWINGS.
SLOPE TOP & BOTTOM OF
EXTERIOR SLAB. PROVIDE
EXTERIOR PAVEMENT SUBBASE
UNDER EXTERIOR SLAB.
3. SEE DETAIL C1/S-523 FOR VOID
FORMS AND PERIMETER DRAIN
INFORMATION.
4. COLD-FORMED WALL NOT SHOWN
FOR CLARITY.
GRADE
BEAM PER
PLAN
WATERSTOP
VOID
FORMS
VOID
FORMS
PERIMETER DRAIN
"B" PER
GRADE BEAM
SCHEDULE
S L A
B P
E R
P L A
N "H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
1'-1 1/2"
8 1/2"
2'-0"
8"
N
A
SLAB PER PLAN
ROUGHEN SURFACE
#3 CONT
#3 U-SHAPED BAR @ 12" O.C. W/
12" EMBED INTO GRADE BEAM
#5 DOWELS @ 12" O.C. W/
180 DEGREE HOOK AT END
IN GRADE BEAM
NOTES:
1. OMIT CURB AT DOORS.
2. VOID FORMS AND PERIMETER
DRAIN NOT SHOWN FOR CLARITY,
SEE DETAIL C1/S-523.
GRADE
BEAM GB6
WATERSTOP
"B" PER
GRADE BEAM
SCHEDULE
S L A
B P
E R
P L A
N "H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
1/2"1'-1"
2'-0"
8"
SLAB PER PLAN
ROUGHEN SURFACE
GRADE
BEAM GB6
NOTE: VOID FORMS &
PERIMETER DRAIN NOT
SHOWN FOR CLARITY,
SEE DETAIL C1/S-523.
#12-14 x5/8" HWH SD
SCREW, EA SIDE OF STUD
800T200-68 W/ PRE-DRILLED
HOLES FOR ANCHORS
800S200-68 @ 16" O.C.
1/2" Ø ADHESIVE ANCHORS @
16" O.C. W/ HIGH STRENGTH
THREADED RODS AND 2-3/4"
MIN EMBEDMENT
#5 DOWELS @ 12" O.C. W/
180 DEGREE HOOK AT END
IN GRADE BEAM
WATERSTOP
CL 10
SLAB PER
PLAN
CAST-IN
TRENCH DRAIN
PER PLUMBING
DRAWINGS
DOWEL BAR SIZE
AND SPACING TO
MATCH REINF OF
SLAB
GRADE BEAM
GB5
ROUGHEN
SURFACE
EXTERIOR SLAB PER
DETAIL C2/S-501
SLOPE, NOTE 2
DRAIN PER
PLUMBING
DRAWINGS
OF
TRENCH
DRAIN
#5 DOWELS @ 12" O.C. W/
180 DEGREE HOOK AT END
IN GRADE BEAM, THREAD
OTHER END INTO COUPLER
(2) #5 CONT TOP & BOTTOM
NOTES:
1. VOID FORMS AND PERIMETER DRAIN NOT SHOWN FOR
CLARITY, SEE DETAIL C1/S-523.
2. SLOPE PER CIVIL DRAWINGS. SLOPE TOP & BOTTOM OF
EXTERIOR SLAB. PROVIDE EXTERIOR PAVEMENT SUBBASE
UNDER EXTERIOR SLAB.
2. PROVIDE JOINTS IN EXTERIOR SLAB, 10 FT MAX SPACING,
SEE DETAIL A1/S-500.
WATERSTOP
S L A
B P
E R
P L A
N
1'-1 1/2"
DEVELOPMENT
LENGTH
"H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
"B" PER
GRADE BEAM
SCHEDULE
15'-0"
1'-6"
2'-0"
6"
/4
SLAB PER PLAN
THICKENED SLAB
BEYOND PER C4/S-501
GRADE BEAM GB5
EXTERIOR SLAB PER
DETAIL C2/S-501
SLOPE, NOTE 2
STEEL COLUMN
PER PLAN
#5 DOWELS @ 12" O.C. W/
180 DEGREE HOOK AT END
IN GRADE BEAM, THREAD
OTHER END INTO COUPLER
CURB PER DETAIL A2/S-501
GRADE BEAM GB2
ROUGHEN SURFACE
DRILLED CONCRETE
SHAFT DCS2
NOTES:
1. VOID FORMS AND PERIMETER
DRAIN NOT SHOWN FOR CLARITY,
SEE DETAIL C1/S-523.
2. SLOPE PER CIVIL DRAWINGS.
SLOPE TOP & BOTTOM OF
EXTERIOR SLAB. PROVIDE
EXTERIOR PAVEMENT SUBBASE
UNDER EXTERIOR SLAB.
2. PROVIDE JOINTS IN EXTERIOR
SLAB, 10 FT MAX SPACING, SEE
DETAIL A1/S-500.
WATERSTOP
S L A
B P
E R
P L A
N
1'-1 1/2"
DEVELOPMENT
LENGTH
"H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
D E
V E
L O
P M
E N
T L E
N G
T H
15'-0"
8 1/2"
"B" PER
GRADE BEAM
SCHEDULE
"H
P E
R G
R A
D E
B E
A M
S C
H E
D U
L E
/4
SCALE: 3/4"=1'-0"
12 2
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-501
D P
A
IN
T E
R
E X
T E
R
IO
R G
R A
D E
B E
A M
D E
T A
IL
S
N Z
A S
S
-5
SCALE 3/4" = 1'-0"
C1
SECTION @ EXTERIOR GRADE BEAM AREA A
SCALE 3/4" = 1'-0"
C2
SECTION @ EXTERIOR GRADE BEAM WITH EXTERIOR SLAB AREA A & E
SCALE 3/4" = 1'-0"
A2
SECTION @ EXTERIOR GRADE BEAM AREAS B & D
SCALE 3/4" = 1'-0"
A1
SECTION @ EXTERIOR GRADE BEAM AREA E
SCALE 3/4" = 1'-0"
C4
SECTION @ TRENCH DRAIN
SCALE 3/4" = 1'-0"
A4
SECTION BETWEEN TRENCH DRAINS
1 1/2"
1'-0"
1 1/2"
/2
/2
EQ EQ
E Q
E Q
(4) 3/4" Ø THREADED
ANCHOR RODS W/
DOUBLE NUT & WASHER
1-1/4" THICK
BASE PLATE
HSS 6x6x1/2
℄ PLATE & HSS
℄ PLATE & HSS
5/16
1 1/2"
10"
1 1/2"
/2
/2
EQ EQ
E Q
E Q
(4) 1/2" Ø THREADED
ANCHOR RODS W/
DOUBLE NUT & WASHER,
6" EMBED
1/2" THICK
BASE PLATE
HSS 4x4x1/4
℄ PLATE & HSS
℄ PLATE & HSS
1/4
1 1/2"
1'-0"
1 1/2"
/2
/2
EQ EQ
E Q
E Q
(4) 1/2" Ø THREADED
ANCHOR RODS W/
DOUBLE NUT & WASHER
1/2" THICK
BASE PLATE
HSS 6x6x1/4
℄ PLATE & HSS
℄ PLATE & HSS
1/4
E M
B E
D
THREADED ANCHOR RODS
W/ DOUBLE NUT & WASHER
12"x12"x1-1/4" BASE PLATE WITH
1-1/2" NON-SHRINK GROUT
HSS 6x6x1/2
SLAB PER PLAN
T.O. SLAB
= +100'-0"
E M
B E
D
THREADED ANCHOR RODS
W/ DOUBLE NUT & WASHER
10"x10"x1/2" BASE PLATE WITH
3/4" NON-SHRINK GROUT
HSS 4x4x1/4
SLAB PER PLAN
T.O. SLAB
= +100'-0"
E M
B E
D
THREADED ANCHOR RODS
W/ DOUBLE NUT & WASHER
12"x12"x1/2" BASE PLATE WITH
3/4" NON-SHRINK GROUT
HSS 6x6x1/4
SLAB PER PLAN
T.O. SLAB
= +100'-0"
/2
/2
" 3
/2
/2
1 1/2"
1'-0"
1 1/2"EQ EQ
(6) 3/4" Ø THREADED ANCHOR
RODS W/ DOUBLE NUT & WASHER
1-1/4" THICK BASE PLATE
HSS 6x6x1/2
℄ PLATE & HSS
℄ HSS 6x6
5/16
℄ HSS 4x4
℄ PLATE
HSS 4x4x1/4
1/4
1 1/2"
1'-0"
1 1/2"5 1/2"
/2
/2
/2
(4) 1/2" Ø THREADED
ANCHOR RODS W/
DOUBLE NUT & WASHER
1/2" THICK BASE PLATE
HSS 6x6x1/4
℄ PLATE & HSS 6x6
℄ HSS 6x6
1/4
℄ HSS 4x4
HSS 4x4x1/4
℄ HSS 4x4
1/4
J
65.5
E
℄ HSS 4x4
℄ HSS 4x4
HSS 4x4x1/4
HSS 4x4x1/4
BASE PLATE PER
DETAIL D3/S-502
BASE PLATE PER
DETAIL D3/S-502
W14 COLUMN
PER PLAN
J
6.5
E
℄ HSS 4x4
HSS 4x4x1/4
BASE PLATE PER
DETAIL D3/S-502
W14 COLUMN
PER PLAN
1 1/2"
10"
1 1/2"
/2
/2
EQ EQ
/2
(4) 1/2" Ø THREADED
ANCHOR RODS W/
DOUBLE NUT & WASHER,
3-1/2" EMBED
1/2" THICK
BASE PLATE
HSS 4x4x1/4
℄ OF PLATE & HSS
℄ OF PLATE
1/4
℄ OF HSS
C1 S-502
C2
S-502
C4
S-502
C1 S-502
SIM
C4
S-502
SIM
C2
S-502
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
S B
M T
B Y
S
IZ
E
F
IL
E N
A M
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C K
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
P L
O T
S C
A L E
P L
O T
D A
T E
SHEET OF
Ja co bs E ng in ee rin g G ro up
In c.
T ex as R eg is te re d E ng in ee rin g F irm F
-2
M ai n
S tre et F or t W or th
, T X
JE
P ro j.
N o.
F
D Z
D
A
N S
I D
A S
S H
O W
N
- 2 s /2
-1
-0
R B
E S
A N
C O
N
W
D
W
R
P R
O
JE
C T
N U
M B
E R
: N
ZA
S
M A
L M
S T
R O
M A
IR
F
O R
C E
B A
S E
M
O N
T A
N A
M
IS
S
IL
E M
A
IN
TE
N
A N
C E
D
IS
P A
TC
H
F A
C
IL
IT
Y
(M M
D F)
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A S
H
IN
G T
O N
Seattle District
M
A R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
/1
/2
:5 :5
P
M
M H
U Y
H H
K M
O O
R E
S-502
D P
A
IN
T E
R
B A
S E
P L A
T E
D E
T A
IL
S
N Z
A S
S
-5
SCALE: 1 1/2"=1'-0"
SCALE 1 1/2" = 1'-0"
D1
PLAN DETAIL @ MECHANICAL PLATFORM HSS 6x6
SCALE 1 1/2" = 1'-0"
D2 PLAN DETAIL @ HSS 4x4 POST
SCALE 1 1/2" = 1'-0"
D4
PLAN DETAIL @ HSS 6x6 POST
SCALE 1 1/2" = 1'-0"
C1
SECTION @ MECHANICAL PLATFORM HSS 6x6
SCALE 1 1/2" = 1'-0"
C2 SECTION @ HSS 4x4
SCALE 1 1/2" = 1'-0"
C4
SECTION @ HSS 6x6
SCALE 1 1/2" = 1'-0"
A1
PLAN DETAIL @ COMBINED BASE PLATE
SCALE 1 1/2" = 1'-0"
A2
PLAN DETAIL @ COMBINED BASE PLATE
SCALE 1 1/2" = 1'-0"
A3
PLAN DETAIL @ BASE PLATE
SCALE 1 1/2" = 1'-0"
A5
PLAN DETAIL @ BASE PLATE
SCALE 1 1/2" = 1'-0"
D3
PLAN DETAIL @ HSS 4x4 POST
20'-0"
1'-10"
18'-2" 9"
E E.6
8" CMU WALL #5 VERT AT
END OF WALLGRADE BEAM GB9
GRADE BEAM
GB7
#5 VERT AT
END OF WALL
#5 VERT @ 24" O.C.
FACE OF FACADE
HSS 4x4 PER PLANHSS 4x4
PER PLAN
EDGE OF
SLAB, TYP
NOTES:
1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL.
2. GROUT SOLID CELLS WITH VERTICAL REINFORCEMENT.
GRADE BEAM
GB10
2" 10" 1'-0"
H
℄ HSS 8x8
℄ HSS 8x8
#5 VERT AT
CORNER
#5 VERT AT
END OF WALL
8" CMU WALL
#5 VERT @ 24" O.C.
GRADE BEAM GB7
GRADE BEAM GB4
W10 COLUMN PER PLAN
HSS 8x8 PER PLAN, SEE DETAIL B4
ON SHEET S-604 FOR BASE PLATE
INFORMATION
FACE OF FACADE
NOTES:
1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL.
2. GROUT SOLID CELLS WITH VERTICAL REINFORCEMENT.
"B" PER
GRADE BEAM
SCHEDULE
S L A
B P
E R
P L A
N "H
P E
R G
R A
D E
B E
A M
S C
H E
D…
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