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S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
I
H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s401_339673.dgn 6/30/2008 6:59:13 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
JUNE 27, 2008
NOTE:
TYP
1/4" 1/4
/2
/4
1 1/4"
/4
/4
1/2"
TYP
3x2x1/4 x REQD, SIMILAR TO BEAM
CONNECTION DETAIL
END OF GUSSET
PL FOR ONE
SIDED CONNECTION
3" SPACING,
TYP
3/4" BOLTS, SEE STANDARD
BEAM CONNECTION DETAIL
GUSSET PL 3/8x AS
REQD, NOTCH
COLUMN TO
RECEIVE PLATE,
OFFSET SO
BEAM CENTERED
ON COLUMN CL
GUSSET PL 3/8x AS REQD, NOTCH COLUMN TO
RECEIVE PLATE, OFFSET
SO BEAM CENTERED
ON COLUMN CL
1/2" RETURN
T & B, TYP
3 1/2"
TYP
BOLTED CONNECTION INDICATED TYPICAL, WELD CONNECTION ONLY AT COLUMNS
INDICATED ON PLANS.
1" RETURN
T & B, SEE NOTE
6" MIN TUBE WIDTH
REQD FOR CLIP
CONNECTION SHOWN
STEEL TUBE COLUMN
x CONTINUOUS
TWO SIDE CONN
27 8
1’-0"
7/8" 2’-0"
12-15
8-10
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1’-9"
1’-6"
1’-3"
9"
6"
CL BOLT
TYP TYP
TYP
1/4
1/4
5/16
5/16
NOTES:
0512-020
A325N BOLTS W/
SHORT SLOTTED
HORIZ HOLES IN
BEAM, TYP UON
NOMINAL BEAM
DEPTH, INCHES
ROWS OF
BOLTS
NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS CONNECTING SHEAR
PLATE TO BEAM.
THIS DETAIL APPLIES ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS.
AT ONE-SIDE CONNECTIONS, EXTEND TOP OF SHEAR PLATE TO UNDERSIDE
OF BEAM TOP FLANGE AS SHOWN.
(*) INDICATES 3" DIMENSION IS TYPICAL EXCEPT AS RECOMMENDED BY
AISC FOR LARGER MEMBERS.
CONNECTION DETAIL SHOWN APPLICABLE ONLY TO BEAMS BRACED BY METAL DECK
(COMPOSITE OR NON-COMPOSITE); FOR OTHER BEAM FRAMING CONDITIONS, SEE
DETAIL
1.
2.
3.
4.
5.
STEEL BEAM OR
CHANNEL, TYP
BOLT DIA,
INCHES
LENGTH OF
SHEAR PLATE,
INCHES, SEE NOTE 3
16-18
12-15
8-10
4 1
NOTES:
L E
N G
T H
S E
E S
C H
E D
2 1/2"
COMMENTS
SEE NOTE 3
SEE NOTE 3
30 8
33 9
36 10
7/8"
7/8"
7/8"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1’-8 1/2"
1’-5 1/2"
1’-2 1/2"
0’-11 1/2"
0’-8 1/2"
0’-5 1/2"
0’-3"
0’-2 1/2"
2’-6"
2’-3"
2’-0"
ANGLE THK = 3/8"
ANGLE THK = 3/8"
ANGLE THK = 3/8"
STD
GAGE
5/16" x REQD DOUBLE
ANGLE, TYP UON
2 1/2" MAX
MINMIN
CL BOLTS
UNLESS OTHERWISE NOTED, NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO
ENCLOSE BEAM WEB.
ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS
SPECIFICALLY NOTED OTHERWISE OR APPROVED IN WRITING BY THE ENGINEER.
FOR NOMINAL BEAM DEPTHS LESS THAN 8", EXTEND LONG LEG OF DOUBLE ANGLE
ALONG BEAM WEB AND PROVIDE ADDITIONAL BOLT TO ENCLOSE BEAM WEB AS SHOWN.
PROVIDE ADDITIONAL 1 1/2" LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT
CONNECTIONS WHEN REQUIRED OR USED.
DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION.
1" MIN (1 1/8" MIN
FOR 7/8" DIA BOLTS)
A325N BOLTS, TYP UON
STEEL BEAM
6x4x5/16, 1 ROW
CONN ONLY, PROVIDE
ADDL BOLT TO
ENCLOSE BEAM
WEB
NOMINAL BEAM
DEPTH, INCHES
ROWS OF
BOLTS
SEE
NOTE 5
STEEL BEAM
OR COLUMN
COPE FLANGE AS
REQD FOR PROPER
INSTALLATION
BOLT DIA,
INCHES
DOUBLE ANGLE,
LENGTH, INCHES
16-18
12-15
8-10
4 1
L E
N G
T H
S E
E S
C H
E D
2 1/2"
COMMENTS
SEE NOTE 3
SEE NOTE 3
30 8
33 9
36 10
7/8"
7/8"
7/8"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1’-8 1/2"
1’-5 1/2"
1’-2 1/2"
0’-11 1/2"
0’-8 1/2"
0’-5 1/2"
0’-3"
0’-2 1/2"
2’-6"
2’-3"
2’-0"
ANGLE THK = 3/8"
ANGLE THK = 3/8"
ANGLE THK = 3/8"
STD
GAGE
5/16" x REQD DOUBLE
ANGLE, TYP UON
2 1/2" MAX
MINMIN
CL BOLTS
UNLESS OTHERWISE NOTED, NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO
ENCLOSE BEAM WEB.
ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS
SPECIFICALLY NOTED OTHERWISE OR APPROVED IN WRITING BY THE ENGINEER.
FOR NOMINAL BEAM DEPTHS LESS THAN 8", EXTEND LONG LEG OF DOUBLE ANGLE
ALONG BEAM WEB AND PROVIDE ADDITIONAL BOLT TO ENCLOSE BEAM WEB AS SHOWN.
PROVIDE ADDITIONAL 1 1/2" LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT
CONNECTIONS WHEN REQUIRED OR USED.
DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION.
1" MIN (1 1/8" MIN
FOR 7/8" DIA BOLTS)
A325N BOLTS, TYP UON
STEEL BEAM
6x4x5/16, 1 ROW
CONN ONLY, PROVIDE
ADDL BOLT TO
ENCLOSE BEAM
WEB
NOMINAL BEAM
DEPTH, INCHES
ROWS OF
BOLTS
1 1/4" MIN AT
COPED BEAM
FLANGE (1 5/16"
FOR 7/8" DIA
BOLTS)
SEE
NOTE 5
STEEL BEAM
OR COLUMN
COPE FLANGE AS
REQD FOR PROPER
INSTALLATION
BOLT DIA,
INCHES
DOUBLE ANGLE,
LENGTH, INCHES
TWO SIDE CONN
27 8
1’-0"
7/8" 2’-0"
12-15
8-10
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1’-9"
1’-6"
1’-3"
9"
6"
CL BOLT
TYP TYP
TYP
1/4
1/4
5/16
5/16
NOTES:
0512-020
1 1/2" MIN AT COPED
BEAM FLANGE, TYP
A325N BOLTS W/
SHORT SLOTTED
HORIZ HOLES IN
BEAM, TYP UON
NOMINAL BEAM
DEPTH, INCHES
ROWS OF
BOLTS
T
B
T Y
P
IF GREATER
THAN 3", USE
ONE SIDE
CON @
DEEPER BEAM
NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS CONNECTING SHEAR
PLATE TO BEAM.
THIS DETAIL APPLIES ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS.
AT ONE-SIDE CONNECTIONS, EXTEND TOP OF SHEAR PLATE TO UNDERSIDE
OF BEAM TOP FLANGE AS SHOWN.
(*) INDICATES 3" DIMENSION IS TYPICAL EXCEPT AS RECOMMENDED BY
AISC FOR LARGER MEMBERS.
CONNECTION DETAIL SHOWN APPLICABLE ONLY TO BEAMS BRACED BY METAL DECK
(COMPOSITE OR NON-COMPOSITE); FOR OTHER BEAM FRAMING CONDITIONS, SEE
BOLT DIA,
INCHES
LENGTH OF
SHEAR PLATE,
INCHES, SEE NOTE 3
NOTE:
TYP
1/4" 1/4
/2
/4
/4
/4
1/2"
TYP
3x2x1/4 x REQD, SIMILAR TO BEAM
CONNECTION DETAIL
END OF GUSSET
PL FOR ONE
SIDED CONNECTION
3" SPACING,
TYP
3/4" BOLTS, SEE STANDARD
BEAM CONNECTION DETAIL
GUSSET PL 3/8x AS
REQD, NOTCH
COLUMN TO
RECEIVE PLATE,
OFFSET SO
BEAM CENTERED
ON COLUMN CL
GUSSET PL 3/8x AS REQD, NOTCH COLUMN TO
RECEIVE PLATE, OFFSET
SO BEAM CENTERED
ON COLUMN CL
1/2" RETURN
T & B, TYP
BOLTED CONNECTION INDICATED TYPICAL, WELD CONNECTION ONLY AT COLUMNS
INDICATED ON PLANS.
1" RETURN
T & B, SEE NOTE
6" MIN TUBE WIDTH
REQD FOR CLIP
CONNECTION SHOWN
STEEL BEAM,
SEE FRAMING PLANS
CONNECTION
SHOWN FOR 4"
OR NARROWER
TUBE COLUMN
STEEL TUBE COLUMN
x CONTINUOUS
0512-020 0512-0220512-022 0512-0410512-041
/2
1 1/2" 1 1/2"
3" 1 1/2"
/2
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
S-401
R PERE
S HOUSE
ENLARGED ROOF FRAMING PLAN
1/4"=1’-0"
0 4 8 12
1/4"=1’-0"
S-520
B-4
S-520
S-520 W x
S-520
W x
(1
/4
12K5
S-522
W14x26 (111’-1 1/2")
W x
W x
) W x
-8
/4
S-522
H
IP
T R U
S S
G
IR
D E
R
T
U S
S
H
IP
W x
(1
W x
T B
-2
(1
S-523
GIRDER TRUSS
S-523
S-523
S -5
(116’-6")
W14x26
W x
S-522
W x
GIRDER TRUSS
WT8x15.5 HORIZONTAL
BRACING (116’-6") TYP
TB-2 (116’-6")TB-2 (116’-6")
B -2
(1
W14x26 (116’-6")
W14x26 (116’-6") x
W16 x 45 (116’-6")
W x
(1
TB-2 (111’-11 1/2")TB-1(116’-6")
W14x26 (116’-6") W16x36 (116’-6")
W16x36 (111’-2")
T B
-1
W x
W16x36 (116’-6")
W16x36 (111’-2")
GIRDER TRUSS
W14x26 (116’-6") W14x26 (111’-2")
S-520
G
IR
D
U S
S
W14x26 (116’-6")
H
IP
x
W x
W
W14x26 (116’-6")
W16x36 (116’-6") W16x36
(116’-6")
W x
0"
R SYBRON
JUNE 2008
FWJH059032
ENLARGED PLANS
STRUCTURAL
1" x x x x
INTERSECTION DETAIL
CORNER DETAIL
PROVIDE SINGLE TIE
BAR OF AREA EQUAL
TO TOTAL BOND BEAM
STEEL AREA (1 #7
U.N.O.)
PROVIDE (1) REINF. SOLID
CELLS (TYP.) @ CORNERS
(MIN-1#6 EA. OR AS
SCHEDULED.)
48 DIA. OR
30" MIN
48 DIA. OR
30" MIN
C L
A S
S
B
L A
P S
P L
IC
E
T Y
P
IC
A L
PREFAB TEE
9 Ga. GALV.
2’-6"
MIN LAP
1’-6"
2’-6"
NOTE:
SLAB "T" AND REINF.
SEE PLAN FOR
1/8" TO 1/4"
SAW CUT
FILL JOINT WITH SEALANT
/4
T
S E
E P
L A
N
"D
D E
P T
H
T
T
ACI HOOK
STD.
THRU JOINT WHERE NO
CONTINUOUS TOP BARS
ARE REQUIRED.
SLAB "T" AND REINF.
SAW CUT
1/8" TO 1/4"
NEW CAST PREVIOUS CAST
SLAB
AT CTR. OF
1 1/2"2’ -0
AND THICKENED
FOR OPNG. DIM
PROVIDE 2 # 5 x 4’-0"
2 # 4 PLACED
3"
1 1/2"
D
D
D
/4
T
LOCATION OF CONSTRUCTION
JOINT SHALL BE AT THE
DISCRETION OF GENERAL
CONTRACTOR.
ALL CORNER BARS TO BE
SAME SIZE, NUMBER &
SPACING AS HORIZ. BARS
IN FOOTING, BEAM &
WALLS
PREFAB STANDARD
9 Ga GALV CORNER
STANDARD 9 Ga. GALVANIZED
HORIZONTAL MASONRY WALL
REINF. LADDER TYPE IN EVERY
OTHER BLOCK COURSING (16"
o/c.) TYP. UNLESS NOTED
PROVIDE KEY
FULL WIDTH OF
FOOTING
BOTTOM REINFORCEMENT
IS CONTINUOUS THROUGH
JOINT
PROVIDE SINGLE TIE
BAR OF AREA EQUAL
TO TOTAL BOND BEAM
STEEL AREA (1 #7 U.N.O.)
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
BOND BEAM REINFORCEMENT
NOT TO SCALE
NOT TO SCALE
BAR ARRANGEMENT DETAIL
NOT TO SCALE
CONST JOINT IN CONC FOOTING
NOT TO SCALE
DOOR OPENING CONST JOINT
TOOLED NOSING
1/2" RADIUS
S C
H E
D
S
"D
SEE FOOTING SCHEDULE "W" SEE SCHED.
F
IN
F
L O
O R
E L
E V
A T
IO
N
S E
E P
L A
N
C
L
# 5 @ 10"
# 5 @ 10"
E L
E V
F
IN
F
L O
O R x
C L x x
DIMENSION & LOCATION
TO BE COORDINATED
WITH MECHANICAL
CONTRACTOR
3/4" x 3/4"
CHAMFER
EQUIPMENT ISOLATION PAD
NO SCALE
TYP THICKENED EDGE
3/4"=1’-0"
SAW CUT
1/8" TO 1/4"
S E
E P
L A
N F
O R
3/4" X 1’-4" @ 16" O.C.
SMOOTH DOWELS W/ BOND
BREAKER COATING ONE END
T
NOTE:
SEE PLAN FOR
SLAB "T" AND REINF.
1/8" TO 1/4"
SAW CUT
/4
T
C
L
/2
T
/4
T
8" 8"
NOTE:
NOT TO SCALE
FILL JOINT WITH
SEALANT FILL JOINT WITH
SEALANT
T
S L
A B
T
A
N D
R E
IN
F
LOCATION OF CONSTRUCTION JOINT SHALL BE
AT THE DISCRETION OF GENERAL CONTRACTOR.
BEAM & FOOTING
T O
T A
L F
O O
T
IN
G x x x x x x
C
L
C
L
ANCHOR BOLTS TO BE
STAINLESS STEEL (316) SEE
EQUIPMENT MANUF. FOR
SIZE & LOCATION.
EQUIPMENT MANUFACTURER)
SEE DETAILS
FOR BOND BEAM
STEEL (1 # 7
TYP. MIN)
1/2" PREMOLDED
JOINT FILLER WITH
SEALANT
# 7 @ 12" O.C.
5 #5 CONT.
3/4"=1’-0"
8" 8"
TRENCH DRAIN DETAIL
1’-0"
TRENCH DRAIN
SEE CIVIL
# 4 SETTING BARS
FOR DRAIN
ELEVATION @ 12" O C
CONCRETE SLAB
SLOPE
SEE PLAN
EDGE - SEE ARCH PLANS
SLIDE DOWELS MUST BE
PLACED AND MAINTAINED
PARALLEL WITH SLAB
SURFACE AND PERPEND.
TO JOINT FACE THRU POUR.
NOT TO SCALE
CONSTRUCTION JOINT
CUT TOP REINFORCING
AT JOINT
S C
H E
D
S E
E
8"
FOR DIM
SEE FTG SCHED
NO SCALE
SEE SECTION 2/S-501
FOR HORIZONTAL
REINFORCING
1/2" PREFORMED
EXPANSION STRIP
AND SEALANT
x x x x x x x x x x x
2 # 5 CONT.
E L
E V
S
E E
P L
A N
F
IN
F
L O
O R
8"
A R
C H
D
W G
3/4"=1’-0"
TYPICAL RECESSED FLOOR
C
H E
D
S
"D
F
IN
F
L O
O R
E L x x x x
CONCRETE APRON
SEE CIVIL DWGS.
CONCRETE SLAB
SEE PLAN
1-#5 @ 12"
ADDITIONAL REINF.
/2
COLUMN FOOTING
(BEYOND)
SEE SCHEDULE
3/4"=1’-0"
AT O.H. DOORS
SEE FTG SCHD.
FOR DIM
8"
S E
E P
L A
N S
E E
S C
H D x x x
3" CL.
x x x
6"
MIN
C
L xxx
5’ 5"
1/4 xxxxx xxxx
TYPICAL RAISED SLAB
SLAB ON GRADE
SEE PLAN
METAL STUD
FRAMING
BRICK VENEER
SEE ARCH DWG
SLAB ON GRADE
SEE PLAN
THICKENED EDGE
CONCRETE
SLAB ON GRADE
SEE PLAN
F
IN
F L
O O
R
20 21
TYPICAL RECESSED SLAB TYPICAL WALL SECTION
STEEL COLUMN
SEE PLAN4-3/4%%c GRADE A36
ANCHOR BOLTS WITH
LEVELING NUTS
20"
6"
2" TYPICAL
F
IN
F L
O O
R
E L
S E
E P
L A
N
T O
P O
F F
T G
E L
S E
E P
L A
N
B
O L
T P
R O
J E
C T
IO
N
N
O N
S H
R
IN
K G
R O
U T
CONCRETE SLAB
SEE PLAN
1/2" PREMOLDED
JOINT FILLER WITH
SEALANT
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
PROVIDE STD. ACI
HOOK INTO BEAM
(TYPICAL)
PROVIDE DOWELS
SAME SIZE AND RENF
STD 90%%dHOOK
ALTERNATE SETING
SEE FOOTING
SCHEDULE FOR
REINFORCING
M A
X
C O
O R
D W
IT
H
THICKENED SLAB EDGE
CMU WALL SEE PLAN
MARK AND SCHEDULE
1/2" PREMOLDED
JOINT FILLER WITH
SEALANT
CONCRETE SLAB
SEE PLAN
SEE FOOTING
SCEDULE FOR
REINFORCING
PROVIDE DOWELS
SAME SIZE & NUMBER
AS VERT. REINF.
STD. 90%%d HOOK
ALTERNATE SETTING.
F
IN
F L
O O
R x x x x
TYPICAL
PROVIDE (2) REINF. SOLID
CELLS (TYP.) @ INTERSECTION
(MIN 1#6 EA. OR AS SCHED.)
6" MIN (COORDINATE WITH
SEE DETAILS FOR
BOND BEAM STEEL
(1 # 7 TYP. MIN)
SLAB THICKENED
EDGE SEE PLAN
AND SCHEDULE
1/2" PREFORMED
EXPANSION STRIP
AND SEALANT
COORDINATE RECESS
WITH DOOR PROVIDER
NOTE:
SEE ARCH. DWGS FOR LOCATION
OF RECESSED AREAS
METAL STUD
FRAMING
PROVIDE CONTINUOUS
PREFORMED BOND
BREAK BETWEEN SLABS
EQ EQ
EQ EQ
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRONS HOUSE
STRUCTURAL
TYPICAL DETAILS
S-501
COORDINATE
FINISH WITH
CIVIL & ARCH
DWGS
WALL & FOOTING SECTION CANTILEVER WALL SECTION
SEE SECTION 2/S-501
FOR HORIZONTAL
REINFORCING
SEE SECTION 2/S-501
FOR HORIZONTAL
REINFORCING
SEE SECTION 2/S-501
FOR HORIZONTAL
REINFORCING
M
IN
L A
P
D
IA
TOP OF WALL
SLAB ON
GRADE
SEE PLAN
6"
SEE SCHED
1/2" PREMOLDED
JOINT FILLER
WITH SEALANT
1’-0"
THICKENED
EDGE
TE-4
2 # 5 CONT
TOP & BOTT
#4 @ 16" O C
#4 x 3’-0" @ 16" O C
6"
STEEL COLUMN
BEYOND SEE PLAN
3"
NOTE:
REMAINDER OF
SECTION DETAILING
SAME AS SECTION
20 THIS SHEET
WALL & FOOTING SECTION
BRICK VENEER
SEE ARCH DWG
SLAB ON GRADE
SEE PLAN
PRECAST PANEL
SEE ARCH DWG
T H
IC
K
E N
E D
E D
E
S C
H E
D U
L E
4" CMU BLOCK
# 4 x 3’-0" @ 16" O C
# 4 @ 16" O C
2"
2"
6"
8"
E L
E V
S
E E
P L
A N
F
IN
F
L O
O
L
E V
S
E E
P L
A N
P O
F F
O O
T
IN
G
1/2" PREMOLDED
JOINT FILLER
WITH SEALANT
PRECAST PANEL
SEE ARCH DWG
4" CMU BLOCK
6" CMU BLOCK
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
PROVIDE DOWELS
SAME SIZE AND RENF
STD 90%%dHOOK
ALTERNATE SETING
SEE SECTION 2/S-501
FOR HORIZONTAL
REINFORCING
S E
E
S C
H E
D
SEE FOOTING
SCHEDULE FOR
REINFORCING
EQ 1’-4" EQ
PROVIDE INSPECTION
CLEANOUT BELOW 100’-0"
GROUT ALL CELLS
SOLID BELOW
GRADE (TYPICAL)
PROVIDE INSPECTION
CLEANOUT BELOW 100’-0"
GROUT ALL CELLS
NOT TO SCALE
FOR DIM
SEE FTG SCHED
B A
R D
IA
M
IN
L A
P
S E
E
S C
H E
D
EQ
8’’
CMU WALL SEE PLAN
MARK AND SCHEDULE
PROVIDE DOWELS
SAME SIZE & NUMBER
AS VERT. REINF.
STD. 90%%d HOOK
ALTERNATE SETTING.
1/2" PREMOLDED
JOINT FILLER WITH
SEALANT
CONCRETE SLAB
SEE PLAN
F
IN
F L
O O
R
E L
FOR DIM
SEE FTG SCHED
S E
E
S C
H E
D
SEE FOOTING
SCEDULE FOR
REINFORCING
CMU WALL SEE PLAN
MARK AND SCHEDULE
PROVIDE DOWELS
SAME SIZE & NUMBER
AS VERT. REINF.
STD. 90%%d HOOK
ALTERNATE SETTING.
CONCRETE SLAB
SEE PLAN
SEE FOOTING
SCEDULE FOR
REINFORCING
SEE FOOTING
SCEDULE FOR
REINFORCING
F
IN
F L
O O
R
1/2" PREFORMED
EXPANSION STRIP
AND SEALANT
1/2" PREFORMED
EXPANSION STRIP
AND SEALANT
E L
PROVIDE INSPECTION
CLEANOUT BELOW 100’-0"
GROUT ALL CELLS
B A
R D
IA
M
IN
L A
P
B A
R D
IA
M
IN
L A
P
8" x 8" CONC CAP
REINF WITH 2 # 5 CONT
PROVIDE CORNER BARS
T O
P O
F F
T G
E L
F
IN
F L
O O
R
E L
CONCRETE
COLUMN BEYOND
"W"
SEE SCHED
3’-0"
PROVIDE A
SMOOTH 1/2" 45%%d
STEP
T O
P O
F F
T G
E L
E L
CONTINUOUS RECTANGULAR
TAB TIE 9 Ga. GALVANIZED
HORIZONTAL MASONRY WALL
REINF. LADDER TYPE IN EVERY
OTHER BLOCK COURSING
(16" o/c.) TYP. UNLESS NOTED
PREFAB
STANDARD
9 Ga GALV
CORNER
TYPICAL
2’-6"
MASONRY WALL JOINT REINF DETAIL
TYPICAL SINGLE MASONRY WALL
HORIZONTAL REINFORCEMENT
TYPICAL CAVITY MASONRY WALL
HORIZONTAL REINFORCEMENT
S E
E
S C
H E
D
FOR DIMENSION
SEE SCHEDULE
STEEL COLUMN TO FOOTING CONN
BASE PLATE 3/4" x 14" x 1’-2"
4-7/8" %%c HOLES FOR 3/4" %%c
ANCHOR BOLTS
EL SEE PLAN
1/2" PREFORMED
EXPANSION STRIP
AND SEALANT
10" SLAB CONTROL JOINT
10" SLAB DOWELED
4" SLAB CONSTRUCTION JOINT DET
4" SLAB CONTROL JOINT DETAILS
x x x x x x
1/3 CLEAR
1/3 CLEAR
FILL SAW CUT
WITH SEALANT
FLASHING
GROUT
WEEP HOLE
@ 24" O C MAX
(TYPICAL)
FLASHING
WEEP HOLE
@ 24" O C MAX
(TYPICAL)
GROUT
P GIRAITIS
FWJH059032
COLUMN FOOTING
BEYOND SEE PLAN
1’-10"
PROVIDE INSPECTION
CLEANOUT BELOW
100’-0"
GROUT ALL CELLS
JUNE 2008
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
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E
D
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B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s501_339673.dgn 6/30/2008 6:59:46 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
JUNE 27, 2008
x x x xx x x xx x x x x x x x x x
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRONS HOUSE
STRUCTURAL
SECTIONS AND DETAILS
S-510
FIN FLOOR
EL SEE PLAN
SEE ARCH DWG’S
# 4 @ 12" O C
# 4 @ 12" OC
DOWELS TYP
FLOOR REINF
SEE PLAN
TYP ELEVATED PAD
PATIO KNEE WALL SECTION
EL SEE PLAN
PROVIDE DOUBLE MESH FABRIC
30" BEYOND EDGE OF FOOTING
8" CMU BLOCK REINF
WITH # 5 @ 32" OC
GROUTED SOLID
INTO CONCRETE BLOCKS
(GROUT REINF CELLS ONLY
4" 8"
W-2
C11
C11
T E
-1
NTS
TYPICAL OPEN WEB JOIST
CONCENTRATED LOAD
GREATER THAN 50 LBS.
APPLIED TO TOP CHORD
OFF THE PANEL POINT
L 2x2x3/16"
EACH SIDE
SHIP LOOSE
FIELD CUT
AND LOCATE
CONCENTRATED LOAD
GREATER THAN 50 LBS.
APPLIED TO BOTTOM CHORD
OFF THE PANEL POINT
1/8
OPEN WEB STEEL JOIST
SEE PLAN FOR SIZE
AND LOCATIONS
REINFORCING DIAGRAM
SEE PLAN
FOR SPACING
CLIP ANGLE
c
HOLES ALLOWED
SEE PLAN FOR SPACING
SHOP WELDED TO JOIST
L 2 1/2"x 2 1/2"x 3/16"
NO WELDING OR SLOTTED
(BOLTED CONNECTION ONLY
METAL DECK SEE PLAN
S E
E P
L A
N
NTS
TYPICAL CROSS BRIDGING DETAIL
SEE PLAN FOR SPACING
1/8"
TYPICAL
TOP BOTT.
2"
CHORD
NTS
TYPICAL HORIZONTAL BRIDGING
L 1/2" %%c BOLT
1/8
TYP
1/4" PLATE
1/8
TYP
1/4" PLATE
SEE PLAN
DUMPSTER FOUNDATION PLAN
1’-4"
METAL STUD
WINDOW OR
DOOR OPENING
SEE ARCH DWG
FOR DIMENSIONS
3/32
16 gage CLIP ANGLES
FASTENED WITH
2- SELF TAPPING
SCREWS PER LEG TO
STEEL SHELF ANGLE
AND METAL STUDS
REGULAR 6" x 1 3/8"
16 gage METAL
STUD @ 16" O C
1/4
2-6" x 1 3/8" 16 gage
METAL STUD JAMB
3/32 1-12
5 6
F10
S-501
TOP OF WALL
EL 106’-0"
ROUGHEN
SURFACE
RAMP SECTION
FLOOR REINF
SEE PLAN
TE-4
FIN FLOOR
EL SEE PLAN
FIN FLOOR
EL SEE PLAN
2 # 5 CONT
BOTT
2 # 5 CONT
TOP & BOTT
SILL DETAILCONNECTION ELEVATION
ELEVATION
1-63/32
STEEL BEAM
SEE PLAN
DIM
SEE PLAN
FIN RAMP
EL VARIES
FIN RAMP
EL VARIES
METAL STUD
WALL FRAMING
METAL STUD
WALL FRAMING
FLOOR REINF
SEE PLAN
FLOOR REINF
SEE PLAN
METAL STUD
WALL FRAMING
SEE TYPICAL
RIASED SLAB
SECTION 12/S-501
1/2" PREMOLDED
JOINT FILLER
WITH SEALANT
(TYPICAL)
W-2
F10
W-2
F10
C11
C11
4" -3000 PSI CONCRETE SLAB
WITH 6" x 6"- W2.1 x W2.1 WWF
( PLACED AT TOP 1/3 OF SLAB )
ON COMPACTED BASE
STEEL METAL SHELF ANGLE
SEE LINTEL TYPE 3
(98’-8")
HEADER
LINTEL 3 DETAIL
LINTEL 3 SHELF ANGLE
LINTEL 2 DETAIL
5a
L 5" x 5" x 3/8" CONT
(ANGLE SHALL EXTEND 8" MIN
EACH SIDE OF OPENING)
3/4"%%c @ 16" O C
EPOXY ANCHOR
6 3/4" MIN EMBEDMENT
8" x 8" PRECAST LINTEL
REINF WITH ADD # 7 BAR
CONTINUOUS
SECURITY BARRIER
"D
M
IN
M A
X
1’-0"
2’-6"
C
L
C
L
3"CL
DIM VARIES
S E
E S
C H
D
PAINTED STUCCO FINISH
FLOOR REINF
SEE PLAN
SOLDIER
COURSE
BRICK
VENEER
3’-0"
M A
X
M A
X3
M A
X
M
A X
8"
2 1/2 "
11’-4"
8"
10’-0"
8"
R E
F E
R
C H
D W
’S
C
L
C
L
3"CL
2’-6"
8"
PLANTER
SIDE WALK
1/2" PREMOLDED JOINT
FILLER WITH SEALANT
BRICK CAP (SAILOR
COURSE)
PRECAST CONCRETE
PANEL FULLY
ATTACHED (MORTAR +
BRICK TIES) TO CMU WALL
WATER PROOFING
MEMBRANE
6" x 8" CONC CAP
WITH 1 # 7 CONT
8" & 6" CMU BLOCKS REINF
WITH # 5 @ 32" OC GROUTED
SOLIDINTO CONCRETE BLOCKS
(GROUT REINF CELLS ONLY
AND 9 GAGE GALV HORIZ
REINF @ 16’ O C
RAISED PLANTER
M
X
8" SPLIT FACE CMU
BLOCK W/ INTEGRAL COLOR
REINF WITH # 5 @ 32" OC
GROUTED SOLID
INTO CONCRETE BLOCKS
(GROUT REINF CELLS ONLY
AND 9 GAGE GALV HORIZ
REINF @ 16’ O C
SAILOR COURSE
8" 8" CONC CAP
REINF WITH 2 # 5 CONT
SILL SEE ARCH DWG/S
L 3" x 3" x 1/4" x 0’-10" LG
2-3/4"%%c EPOXY ANCHORS
3 3/4" MIN EMBEDMENT PROVIDE
2 ANGLES MIN UP TO 3’-4"
WINDOW OPENINGS
3 ANGLES MIN UP TO 6’-4"
WINDOW OPENINGS
8" 8" CONC CAP
REINF WITH
2 # 5 CONT
FOOTING REINF
4 # 5 CONT TOP & BOTT
# 4 @ 16" O C TRANSVERSE BOTT
# 5 @ 16" O C TRANSVERSE TOP
1/2" PREMOLDED
JOINT FILLER
WITH SEALANT
P GIRAITIS
FWJH059032
1/2"C WEEP HOLES
@ 18" O C
OF OPENING
HSS HEADER
HSS HEADER
HSS JAMB
BASE PLATE
1/2" x 61/2" x 1’-0"
4-3/4"%%c x 0’-8" LG
EXPANSION BOLTS
22" x 16" x 5" DEEP
RECESS, FILL WITH GROUT
AFTER COLUMN IS
INSTALLED
H S
S x x
/4
W14
1/4
1/4
VARIES SEE ARCH DWG
C OF SYMMETRYL
TYPICAL EXTERIOR FRAME FOR
WINDOWS OPENING (DOORS SIMILAR)
EL SEE PLAN
THICKENED EDGE
FOOTING
SEE PLAN
HSS 6 x 6 !/4 WINDOW SILL
HSS 6 x 6 x1/4" HEADER
HSS 6 x 6 x1/4" SILL
METAL STUDS
METAL STUDS
L5" x 3" x 3/8" CLIP ANGLE
EACH SIDE WITH 13/16" x 2"
VERTICAL SLOTTED HOLE AND
2-3/4"%%c BOLTS
TIGHTEN NUTS TO FULL CAPACITY
UNDO NUT HALF TURN AND
BURR TREADS
JUNE 2008
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
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K
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H
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F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s510_339673.dgn 6/30/2008 7:00:33 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
JUNE 27, 2008
x x x x xx xx x
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
I
H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s510_339673.dgn 6/30/2008 7:00:33 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
JUNE 27, 2008
x x xx x x x xx x x x x
TOP OF BEAM
EL 111’-2"
TOP OF BEAM
PRE-ENGINEERED
METAL TRUSSES
SEE PLAN
3/16
TYP
CONC BEAM SEE PLAN
AND BEAM SCHEDULE
1/4
TYP
TOP OF PARAPET
EL SEE ARCH
SECTION
2 3
STEEL BEAM SEE PLAN
PRE-ENGINEERED
METAL TRUSSES
SEE PLAN
TYP
13/16
TOP OF BEAM
3"
WORK POINT
6" METAL STUDS @ 24" O C
6" METAL RUNNER
BRICK VENEER
SEE ARCHITECT
METAL DECK
SEE PLAN
3’-0" 9"
TYP
1/4
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRON
R PERE
S HOUSE
STRUCTURAL
S-520
5 6
7 8
HSS BEAM SEE PLANL 5" x 5" x 3/8" CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
8" x 8" CMU CONT
BOND BEAM REINF
WITH 1# 7 CONT
PROVIDE CORNER
BARS
H
IG
H P
O
IN
T
/2 L
O W
P O
IN
T
L3" X 3" X 3/8" CONT
WELDED TO HSS
6" 8" 1’-9" 4"
TOP OF BEAM
TOP OF BEAM
EL 111’-2"
TOP OF PARAPET
EL SEE ARCH
EL VARIES
TOP OF PARAPET
EL SEE ARCH
TOP OF SHELF ANGLE
6" 8" 1’-10" 3"
L 3" x 3" x 3/8" CONT
2-3/4"%%c EPOXY ANCHOR
6 3/4" MIN EMBED
L 3" x 3" x 3/8" CONT
3/4"%%c EPOXY ANCHOR
@ 24" O C 6 3/4" MIN EMBED
SHEATHING
SEE ARCH
8" x 8" CMU CONT
BOND BEAM REINF
WITH 1# 7 CONT
PROVIDE CORNER
BARS
METAL DECK WITH
LIGHT WEIGHT CONC
SEE PLAN
L 3" x 3" x 3/8" CONT
2-3/4"%%c EPOXY ANCHOR
6 3/4" MIN EMBED
8" x 8" CMU CONT
BOND BEAM REINF
WITH 1# 7 CONT
TOP OF BEAM
EL 110’-6"
TOP OF BEAM
EL 116’-6"
TOP OF BEAM
EL 111’-2"
BRICK VENIER
SEE ARCH DWG
SOLID CMU BLOCK
L 5" x 5" x 3/8" CONT
1/8" x 3" x 8"
CONT BENT
PLATE DECK &
FASCIA SUPP
PRE-ENGINEERED
METAL TRUSSES
SEE PLAN
STEEL BEAM SEE PLAN
6" METAL RUNNER
1/4" x 1" x 1’-0" LG @
24" O C BRICK ANCHOR
WELDED TO ANGLE
L 3" x 3" x 3/8" CONT (LLV)
3/4"%%c EPOXY ANCHOR
@ 24" O C 6 3/4" MIN EMBED
3/16
3/16
3/16
1-12
ALT
1-12
1-12
ALT
ALT
EL 116’-6"
JOIST BEARING
L 6" x 4" X 3/8" x 1’-0" LG
2 - 3/4"%%c EPOXY
ANCHORS @ 10" O C
6 3/4" MIN EMBEDMENT
METAL DECK
SEE PLAN
L 4" x 4" X 3/8" x CONT
2 - 3/4"%%c EPOXY
ANCHORS @ 24" O C
6 3/4" MIN EMBEDMENT
3/8" x 4" x 4" x CONT
BENT PLATE DECK SUPP
3/4" %%c EPOXY ANCHORS
@ 24" O C 6 3/4" MIN EMBED
EL VARIES
TOP OF ANGLE
EL VARIES
JOIST BEARINGJOIST BEARING
EL 116’-8"
TOP OF BEAM
TOP OF PARAPET
8" x 8" CMU CONT
BOND BEAM REINF
WITH 1# 7 CONT
PROVIDE CORNER
BARS
EL 113’-2"
TOP OF BEAM
BOTT OF BEAM
A
L 5" x 5" x 3/8" CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
CONC BEAM SEE PLAN
AND BEAM SCHEDULE
L 5" x 5" x 1/2" CONT
3/4"%%c EPOXY ANCHOR
@ 16" O C 6 3/4" MIN EMBED
PRE-ENGINEERED
METAL TRUSSES
SEE PLAN
METAL DECK WITH
LIGHT WEIGHT CONC
SEE PLAN
STEEL BAR JOISTS
SEE PLAN
L 3" x 3" x 3/8" CONT
2-3/4"%%c EPOXY ANCHOR
6 3/4" MIN EMBED
METAL DECK WITH
LIGHT WEIGHT CONC
SEE PLAN
3/16 1"
EACH TOP
CHORD ANGLE
#5 @ 24" O C DOWELS
IN GROUTED BLOCK
CELLS
M
IN
L A
P
TOP OF PARAPET
8" x 8" CMU CONT
BOND BEAM REINF
WITH 1# 7 CONT
PROVIDE CORNER
BARS
EL 113’-2"
TOP OF BEAM
BOTT OF BEAM
#5 @ 24" O C DOWELS
IN GROUTED BLOCK
CELLS
6" 8"
L 3" x 3" x 3/8" CONT
2-3/4"%%c EPOXY ANCHOR
6 3/4" MIN EMBED
/2
L 5" x 5" x 3/8" CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
CONC BEAM SEE PLAN
AND BEAM SCHEDULE
M
IN
L A
P
TOP SHELF ANGLE
METAL DECK WITH
LIGHT WEIGHT CONC
SEE PLAN
8" x 8" CMU CONT
BOND BEAM REINF
WITH 1# 7 CONT
PROVIDE CORNER
BARS
TOP OF WALL
EL 111’-2"
TOP OF BEAM
TOP OF BEAM
EL 116’-6"
HIP TRUSS
SEE PLAN
WORK POINT
EL 116’-6"
JOIST BEARING
EL VARIES
TOP OF TRUSS
PIGGYBACK TRUSSES
TRUSS MANUFACTURER
SHALL PROVIDE TRUSS
TO TRUSS CONNECTION
STEEL BEAM
SEE PLAN
3"
WORK POINT
SEE GENERAL
NOTES STEEL
DECK NOTE 5
METAL DECK
SEE PLAN
TOP OF WALL
EL 121’-2"
HORIZONTAL WALL
REINFORCEMENT
SEE SHT S-501
BRICK VENEER
SEE ARCHITECT
(OMIT AT SECTION 11a)
S-601
A EMBEDDED
ASSEMBLY
CONCRETE TIE BEAM
SE PLAN AND SCHD
(BEAM DEPTH VARIES)
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
TERMINATE VERT REINF
WITH 90%%d HOOK INTO
CONCRETE TIE BEAM
DECK SUPP
"L"
SEE SECTION 4/S-520
PRE-ENGINEERED
METAL TRUSSES
SEE PLAN
SEE SECTION 4/S-520
1/4
L 4" x 4" x 1/2" x 0’-10" LG
/2
L 3" x 3" x 3/8" CONT
EACH TOP
CHORD ANGLE 3/16 1"
3/16 1-12
3"
SEE SECTION 4/S-520
"L" = 3" @ TRUSSES
"L" = 4" @ GIRDERS AND
HIP JACK TRUSSES
1/8" x 3" x 8"
CONT BENT
PLATE DECK &
FASCIA SUPP
L 3" x 3" x 3/8" CONT (LLV)
3/4" %%c EPOXY ANCHOR
@ 24" O C 6 3/4" MIN EMBED
8" x 16" CMU CONT
BOND BEAM REINF
WITH 2 # 7 CONT
PROVIDE WELD PLATE
WITH TRUSS PER MANUF
REQUIREMENTS
6" METAL STUDS
3/8" STIFF PLATES
@ TRUSS BRG
LOCATIONS TYP
5/8 PUDDLE WELD @ 6"
DECK TO ANGLE
1.5" - 22 GAGE
METAL DECK WITH
LIGHT WEIGHT CONC
SEE PLAN
5/8"DENSE
GLASS GOLD
3/8" STIFF PLATES
@ TRUSS BRG
LOCATIONS TYP
5/8’ DENSE
GLASS GOLD
EL 117’-10"
EL 116’-10"
EL 115’-8 1/2" EL 115’-8 1/2"
EL 117’-10"
EL 115’-10" EL 115’-11"
8" CMU PARAPET REINF
WITH # 5 @ 16" OC VERT
GROUTED SOLID IN
CONC BLOCK CELLS
AND HORIZ CAVITY WALL REINF
SEE SHEET S-501
EL 111’-10" EL 111’-10"
WELDING LENGTH
3/8" STIFF PLATES
@ TRUSS BRG
LOCATIONS TYP
3/8" CONT PLATE
WORK POINT
3"
3"
EL 124’-6"
TOP OF PARAPET
DOVETAIL ANCHOR SLOTS
@ 18" O C VERTICALLY AND
BRICK ANCHORS @ 16" O C
HORIZONTALLY
L 5" x 5" x 3/8" CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
M
IN
L A
P
EL 117’-2"
TOP OF COLUMN
CONCRETE COLUMN
SEE PLAN AND SCHEDULE
SEE SECTION 4/S-520
REMAINDER OF DETAILING
SAME AS SECTION 1 / S-520
METAL DECK
SEE PLAN
6"
2’-0"
6"
3/8" STIFF PLATES
@ 24" O C EACH FACE
3/8" STIFF PLATES
@ 24" O C EACH FACE
DOVETAIL ANCHOR SLOTS
@ 18" O C VERTICALLY AND
BRICK ANCHORS @ 16" O C
HORIZONTALLY
DOVETAIL ANCHOR SLOTS
@ 18" O C VERTICALLY AND
BRICK ANCHORS @ 16" O C
HORIZONTALLY
1/8" x 3" x 8"
CONT BENT
PLATE DECK &
FASCIA SUPP
/2
6"
8"
/2
EL VARIES
EL 109’-10"
8" CONCRETE PARAPET
REINF WITH
# 4 @ 16" O C HORIZ
# 5 @ 12" O C VERT
FWJH059032
JUNE 2008
L 1 1/2" x 1 1/2" x 3/16" BRACING
TRUSS ATTACHED TO PLATE AND
TRUSS WITH 4 - #12 TEK SCREWS
TYP SECTION
TYP SECTION
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
I
H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s520_339673.dgn 6/30/2008 7:01:18 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
EL 111’-2"
TOP OF BEAM
SECTION
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRON
R PERE
S HOUSE
STRUCTURAL
S-521
EL 118’-6 3/8"
BOTT OF TRUSS
S-520
7’-1 3/4 "
PRE-ENGINEERED
CANTILEVER TRUSS
METAL DECK
SEE PLAN
WORK POINT
GIRDER TRUSS
SEE PLAN
/4
PRE-ENGINEERED
TRUSS
SEE PLAN
1/2"=1’-0"
PRE-ENGINEERED
TRUSS
SEE PLAN
PRE-ENGINEERED
GIRDER TRUSS
SEE PLAN
BOTT OF TRUSS
L 4" x 3" x 3/8" CONT
FASTENED TO TRUSS
METAL DECK
SEE PLAN
METAL STUD WALL
SEE ARCH
METAL DECK
1/2"=1’-0"
6 7
3/4"=1’-0" 3/4"=1’-0"
S-522
TOP OF BEAM
EL 121’-2"
GABLE JOIST
SEE PLAN
L 5" x 3" x 3/8" CONT
FASTENED TO WT
WITH 4-3/4"%%c BOLTS
METAL DECK
SEE PLAN
WT4 x 10.5
5 1/4 "
5 /16" x 4 1/2" x 6 1/2" CONT
FASTENED TO TRUSS
5 /16" x 4 1/2" x 6 1/2" CONT
FASTENED TO TRUSS
METAL DECK
SEE PLAN
EL 121’-2"
BOTT OF TRUSS
EL VARIES
TOP OF TRUSS
EL VARIES
BOTT OF DECK
4’-4 1/8 " 17’-6" 5’-11 7/8 "3’-0" 9"
EL VARIES
TOP OF TRUSS
L 5" x 3" x 3/8" CONT
FASTENED TO WT
WITH 4-3/4"%%c BOLTS
GABLE JOIST
SEE PLAN
EL 121’-2"
BOTT OF TRUSS
C6 x 10.5
C6 x 10.5
W T x
.5 x x x x
GABLE JOIST
3’-0" 6" 7’-10 1/2 " 4’-0" 4’-0" 4’-0" 4’-0"
5/16" x 3" x 3" x CONT
AND
5/16" BENT PLATE
(CHANNEL)
2" x 6" x 2" CONT
2’-6" 2’-6"
CENTER OF
SYMMETRY
CENTER OF
SYMMETRY
/4
/2
S-521
S-521
C6 x 10.5
L3 1/2" x 3" x 3/8"
CLIP ANGLE WITH
2-3/4"%%c BOLTS
/4
/4
METAL DECK
SEE PLAN
5 1/4 "
L 5" x 3" x 3/8" CONT (LLV)
FASTENED TO WT4
WITH 4-3/4"%%c BOLTS
1’-3"
EL 116’-6"
EL 111’-2" EL 111’-2"2
EL 110’-0"
TOP OF BEAM
PRE-ENGINEERED
GIRDER TRUSS BEYOND
SEE PLAN
METAL DECK
SEE PLAN
STEEL BEAM
SEE PLAN
3/8" STIFFENER
PLATES PLACED AT 1/3
OF BEAM SPAN
PRE-ENGINEERED
METAL TRUSS
PRE-ENGINEERED
METAL TRUSS
SEE SECTION
4 / S-520
5/8" DENSE
GLASS GOLD
3/8" PLATE WELDED TO
JOIST TOP AND BOTT CHORD
WITH 3/16 FILLET WELD
ALL AROUND TYP
FASTENED TO WT
WITH 2-3/4"%%c BOLTS
3/8" PLATE WELDED TO
JOIST TOP AND BOTT CHORD
WITH 3/16 FILLET WELD
ALL AROUND TYP
FASTENED TO WT
WITH 2-3/4"%%c BOLTS
5/16" x 3" x 3" x CONT
SCREWED OR FIELD
WELDED TO TOP
CHORD OF TRUSSES
FWJH059032
WT4
PRE-ENGINEERED
GIRDER TRUSS
SEE PLAN
PRE-ENGINEERED
GIRDER TRUSS
SEE PLAN
H S
S x
HSS TO TRUSS CONNECTION
BY TRUSS MANUFACTURER
HSS TO TRUSS CONNECTION
BY TRUSS MANUFACTURER
TRUSS TO
TRUSS CONN
BY TRUSS
MFR
HSS7 x 4
HSS7 x 3
H S
S x x
/4
FEBRUARY 2008
L3" x 3" x 1/4" CLIP
ANGLES
EACH SIDE WITH
16 - #12 TEK SCREWS
L3" x 3" x 1/4" CLIP
ANGLES
TOP & BOT WITH
16 - #12 TEK SCREWS
HSS7 x 4
SEE PLAN
HSS7 x 3
SEE PLAN
PRE-ENGINEERED
GIRDER TRUSS
SEE PLAN
PRE-ENGINEERED
TRUSS
SEE PLAN
HSS7 x 4
TOP OF BEAM
EL 118’-6 3/8"
TOP OF BEAM
EL 116’-6"
STEEL BEAM BEYOND
SEE PLAN
BOTT OF TRUSS
EL 111’-2"
EL 110’-0"
TOP OF BEAM
1/4
3/8" PLATE BUCKET
COORDINATE WITH TRUSS
MANUFACTURER FOR
WIDTH AND NUMBER
OF BOLTS REQUIRED
GIRDER TRUSS
SEE PLAN
HSS7 x 4
SEE PLAN
L3" x 3" x 1/4" CLIP
ANGLES
EACH SIDE WITH
16 - #12 TEK SCREWS
SECTION
20 GA GALV STL CLOSURE
PLATES EA FACE OF WALL
BLOCKOUT ATTACH TO
WALL WITH 1/4"%%c SST
SLEEVE ANCHORS @ 6" O C
MAXIMUM SPACING
FILL WALL BLOCKOUT WITH
FIRE SAFING
FABRICATE CLOSURE
PLATE WITH MAX 3/16’
GAP AROUND TRUSS
EDGE OF BLOCK
8" x 8" CMU BOND BEAM
REINF WITH 1 # 7 CONT
TIE BEAM TB-1
SEE PLAN
PROVIDE 1/2" GAP
BETWEEN TIE BEAM AND TRUSS
BOTT OF TRUSS
EL 111’-2"
1"
3"
SIDE AND BOT
TRUSS CLOSURE PLATE DETAIL
ROOF TRUSS
SEE PLAN
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
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H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s521_339673.dgn 6/30/2008 7:01:59 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRON
R PERE
S HOUSE
STRUCTURAL
S-522 no.
1 1615141312111098765432 17 18
1 2
3 4
6 7
10 12
EL 116-6"
1"=1’-0"
3"
WORK POINT
1/4 2
TYP
3/8"x3"x0’-5" CONT
BENT PLATE
DECK AND EAVE
SUPPORT
3/16 1
TYP
METAL DECK SEE PLAN
S-522
STEEL JIOSTS
SEE PLAN
S-522
7"
W8 x 21 BRACKET
S-522
TIE BEAM
SEE PLAN AND
SCHEDULE
3 1/2 " 2"
3"
W14x CONTINUOUS
SEE PLAN
7"
1’-2" 2"
EMBEDDED
ASSEMBLY
C
1/4
TYP
1/4
3/8" PLATE AND 3/4"%%c BOLTS
3/8" PLATE AND 3/4"%%c BOLTS
TOP OF BRACKET
TOP OF BEAM
TOP OF BEAM
TOP OF BEAM
1/2" CAP PLATE
STEEL COLUMN
SEE PLAN
L 3" x 3" x 3/8" x 0’-5" LG
CLIP ANGLE
3/16
3 SIDES WELD TO
COL & BEAMS
3/16 1-3
ALT
WOOD BLOCKING CONT
BRICK VENEER
HSS 3 x2 1/2" x 3/16"
PLACED BETWEEN
BAR JOISTS
3/4"%%c A325 BOLTS
W8 x 35 BRACKET
TOP & BOTT
FLANGE
3/16 6
3/16 2-12
S-522
1/4" x 1 1/2" x 1’-0" LG
@ 2’-0" O C BRICK ANCHOR
WELDED TO BEAM
1/4
3/8" PLATE AND 3/4"%%c BOLTS
1/4 2
JOIST TO BEAM TYP
EL 116-6"
EL 112-8 3/4"
1 1/2"=1’-0"
S-522
12 12
1’-2" 2"
TOP OF BEAM
TOP OF BEAM
EL 112-8 3/4"
TOP OF BRACKET
TOP OF BEAM
EL 116-6"
S-522
TIE BEAM
SEE PLAN AND
SCHEDULE
STEEL BEAM
SEE PLAN
W8 x35 BRACKET
BEMBEDDED
ASSEMBLY
B EMBEDDED
ASSEMBLYTIE BEAM
SEE PLAN AND
SCHEDULE
TOP OF BEAM
EL 116-6"
TOP OF BEAM
TOP OF BEAM
EL SEE PLAN
EL 112-8 3/4"
TOP OF BRACKET
BEMBEDDED
ASSEMBLY
CONC COLUMN
SEE PLAN
CLIP ANGLE
L 4" x 3" x 3/8" x 0’-5"
CEMBEDDED
ASSEMBLY
3/16
3 SIDES WELD TO
COL & BEAMS
TOP AND
BOTT
FLANGE
3/16 6
W8x31
BRACKET
CLIP ANGLE
L 4" x 3" x 3/8" x 0’-5"
STEEL BEAM
SEE PLAN
EL 112-0 3/4"
TOP OF BEAM
LIGHT WEIGHT CONCRETE
AND METAL DECK
SEE PLAN
SHELF ANGLE
L 5" x 5" x 3/8" x CONT
3/4"%%c EPOXY ANCHOR
@ 16" O C 6 3/4" MIN
EMBEDMENT
S-522
SIMILAR
REINF CMU WALL
SEE PLAN AND SCHEDULE
CONT TIE BEAM
SEE PLAN AND
SCHEDULE
TOP OF BEAM
EL 114’-0"
TOP OF SHELF ANGLE
CLIP ANGLE
L 5" x 3" x 3/8" WITH
3 -3/4"%%c A325 BOLTS
PROVIDE 13/16’ 2" SLOTTED
HOLES IN BEAM WEB
EACH SIDE (TYPICAL)
1/4
TYP
WORK POINT
TYP
13/16
TOP OF BEAM
EL 121’-2’
1/4 2
TYP
RAFTER SEAT
CUT FROM
L6" x 3 1/2" x 3/8" x 0’-4" LG
3/8"x3"x0’-5" CONT
BENT PLATE
DECK AND EAVE
SUPPORT
DEMBEDDED
HORIZONTAL WALL
REINFORCEMENT
SEE SHT S-501
BRICK VENEER
SEE ARCHITECT
(OMIT AT SECTION 11a)
CONCRETE TIE BEAM
SE PLAN AND SCHD
(BEAM DEPTH VARIES)
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
TERMINATE VERT REINF
WITH 90%%d HOOK INTO
CONCRETE TIE BEAM
3/8"x3"x0’-5" CONT
BENT PLATE
DECK AND EAVE
SUPPORT
3/16 1
TYP
WORK POINT
TOP OF BEAM
EL 121’-2’
1/4 2
TYP
"CHANNEL SEAT
CUT FROM
L6" x 3 1/2" x 3/8" x 0’-4" LG
CONCRETE BEAM
SE PLAN AND SCHD
L5"x5"x3/8" CONT
3/4"%%c @ 16" O C
EPOXY ANCHORS
6 3/4" MIN EMBEDMENT
3’-0" 6" 1’-0"
BRICK VENEER
SEE ARCHITECT
/2
D
ASSEMBLY
EMBEDDED
1/4
TYP
1/4
TYP
EEMBEDDED
ASSEMBLY
NOTE: REMAINDER OF
SECTION DETAILING
SAME AS SECTION
4 / S-523
BROKEN BACK
GABLE GIRDER JOIST
SEE PLAN
1/4
TYP
EMBEDDED
ASSEMBLY
J
NOTE: REMAINDER OF
SECTION DETAILING
SAME AS SECTION
4 / S-523
TOP OF BEAM
CLIP ANGLE
L 5" x 3" x 3/8" WITH
3 -3/4"%%c A325 BOLTS
PROVIDE 13/16’ 2" SLOTTED
HOLES IN BEAM WEB
EACH SIDE (TYPICAL)
EMBEDDED
ASSEMBLY
C
1/4
3 SIDES
ELEVATION
A
W12x
SEE PLAN
PLAN
S-601
S-601
S-601 S-601
S-601
S-601
S-601
S-601 S-601S-601
EL 112-0 3/4"
3/8" STIFFNER PLATES
@ JOIST BRG. LOCATIONS
3/8" STIFFNER PLATES
@ JOIST BRG. LOCATIONS
3/8" STIFFNER PLATES
@ JOIST BRG. LOCATIONS
EL 110’-11
EL111 -7"
TOP OF BEAM
EL 111-1 1/2"
EL 110’-11"
EL 112’-8 3/4"
EL 110’-11"
TOP OF BEAM
EL 112’-8 3/4"
TOP OF BEAM
EL 110’-11"
EL 112’-8 3/4"
DOVETAIL ANCHOR SLOTS
@ 18" O C VERTICALLY AND
BRICK ANCHORS @ 16" O C
HORIZONTALLY
EL 110’-11"
9"
3’-0"
METAL STUDS
BETWEEN COLUMNS
METAL STUDS
BETWEEN COLUMNS
5/8" DENSE GLASS GOLD
SHEATHING
VENEER ANCHORS
18" O C VERTICALLY
16" O C HORIZONTALLY
/4
A
S-522
3’-0"
8a
S-601
HEMBEDDED
ASSEMBLY
SECT 8 SHOWN
ASSEMBLY
SECT 8a SIMILAR
6"
8"
CONC COL
SEE PLAN
FWJH059032
COMMON
JOIST
6"
8"
JUNE 2008
1/4" x 3" x 0’-8 1/2"
CONT BENT PLATE
1/4" x 3" x 0’-8 1/2"
CONT BENT PLATE
EL 110’-11"
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
I
H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s522_339673.dgn 6/30/2008 7:02:40 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
no.
1 1615141312111098765432 17 18
1 2
EL 110-11"
CONCRETE BEAM
SE PLAN AND SCHD
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
D
EXPANSION JOINT
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
1/4 2
TYP
1/4 4
TYP
METAL DECK
SEE PLAN
EXPANSION JOINT
#5 @ 8" O C TOP
#4 @ 16" O C TEMP
#5 @ 12" O C
TOP & BOTT
TOP OF BEAM
EMBEDDED
ASSEMBLY
8a
1"=1’-0"
EL 110-11"
1/4" x 3" x 0’-6 1/2"
CONT BENT PLATE
1/4 1-12
ALT
HSS 3 x 2 1/2 x3/16
PLACED BETWEEN
BAR JOISTS
M
IN
L A
P
DOWELS SHALL BE
SAME SIZE AND
NUMBER AS WALL
VERTICAL REINF
CONCRETE
BEAM
SEE PLAN
AND SCHD
REINFORCED CMU WALL
SEE PLAN MARK AND
SCHEDULE
REINFORCED CMU
WALL BEYOND
SEE PLAN MARK
AND SCHEDULE
TOP OF BEAM
EL 110’-6"
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRON
R PERE
S HOUSE
STRUCTURAL
S-523
3/8" CLIP PLATE
3/16
1/4" CONT BENT PLATE
METAL DECK
SEE PLAN
GIRDER JOIST
SEE PLAN
C8x RAFTERS
SEE PLAN
3/16 1-12
TOP OF BEAM
EL 116’-6"
BEMBEDDED
ASSEMBLY
FEMBEDDED
ASSEMBLY
FEMBEDDED
ASSEMBLY
G EMBEDDED
ASSEMBLY
EL 117’-2"
DECK SUPPORT
EL VARIES
EL 124’-6"
TOP OF PARAPET
M
IN
L A
P
METAL DECK
DOWELS SHALL BE
SAME SIZE AND
NUMBER AS WALL
VERTICAL REINF
L 5"x5"x3/8"x 0’-10"
2-3/4"%%c EPOXY
ANCHORS 6 3/4"
MIN EMBEDMENT
METAL TRUSS
SEE PLAN
L 3" x 3" x 3/8" CONT
2-3/4"%%c EPOXY ANCHOR
6 3/4" MIN EMBED
2-L5"X3"X3/8
3/4"%%c (A325) BOLTS
PROVIDE 2"x113/16" SLOTTED
HOLES IN BEAM WEB
2-L5"X3"X3/8
3/4"%%c (A325) BOLTS
PROVIDE 2"x113/16"
SLOTTED HOLES
IN BEAM WEB
1/41/4
F EMBEDDED
ASSEMBLY
1/4
HSS6x3x1/4
RADIUS
SEE PLAN
EL 116’-6"
TOP OF BEAM
EL 117’-2"
BOTT OF TRUSS
L5"x5"x3/8 CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
GIRDER TRUSS
SEE PLAN
NOTE: REMAINDER OF SECTION
DETAILING SAME AS
SECTION 4 THIS SHEET
HSS6x3x1/4
BENT ON RADIUS
SEE PLAN
HSS6x3x1/4
BENT ON RADIUS
SEE PLAN
STEEL TUBE COLUMN
SEE PLAN AND SCHD
HSS6x3x1/4
BENT ON RADIUS
SEE PLAN
1/4
1/4
TOP OF BEAM
EL 116’-6"
FINISH FLOOR
EL 101’-6"
EL 98’-8"
FINISH FLOOR
FINISH FLOOR
S E
E P
L A
N
1/2" CAP PLATE
4 - 3/4" %%c BOLTS
STEEL BEAM
BENT ON RADIUS
SEE PLAN
1/4
1/4 2
TYP
METAL CONNECTOR
SEE PLAN AND SCHED
/2
8" 2" 8"
8" 3’-2" 2" 8"
6"
B A
R D
IA
WORK POINT
1/2" PREMOLDED
JOINTFILLER
WITH SEALANT
CONC SLAB
SEE PLAN
PRE-ENGINEERED
METAL TRUSS
PRE-ENGINEERED
METAL TRUSS
1/8" BENT PLATE CONT
SCREWED TO TOP CHORD
OF TRUSS @ 16" O C
METAL DECK
SEE PLAN
EL 116’-6"
BOTT OF TRUSS
EL VARIES
TOP OF TRUSS
6 8 9
PRE-ENGINEERED
METAL TRUSS
EL 116’-6"
BOTT OF TRUSS
EL VARIES
TOP OF TRUSS
PRE-ENGINEERED
METAL TRUSS
3/8"x3"x4" CONT (LLV)
BENT PLATE
SCREWED TO TOP CHORD
OF TRUSS @ 16" O C
L4"x3"x3/8" CONT (LLV)
SCREWED TO TOP CHORD
OF TRUSS @ 16" O C
1/8" BENT PLATE CONT
SCREWED TO TOP CHORD
OF TRUSS @ 16" O C
METAL DECK
SEE PLAN
EL 114’-0"
TOP OF BOND BEAM TOP OF BOND BEAM
BOND BEAM BB-1
SEE PLAN AND
SCHEDULE
BOND BEAM BB-1
SEE PLAN AND
SCHEDULE
L5"x5"x3/8 CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
L5"x5"x3/8 CONT
3/4"%%c EPOXY ANCHORS
@ 16" O C 6 3/4" MIN
EMBEDMENT
B EMBEDDED
ASSEMBLY
EL 116’-8"
TOP OF BEAM
2-L5"X3"X3/8
3/4"%%c (A325) BOLTS
PROVIDE 2"x113/16"
SLOTTED HOLES
IN BEAM WEB
EL 108’-11 1/4"
EL 113’-5 1/4"
TOP OF HSS
EL 113’-5 1/2"
TOP OF HSS
EL 108’-11 1/4"
S-601
S-601
S-601
S-601
26" X 21" COLUMN
ENCASEMENT
4 - #4 VERT
#3 TIES @ 12" O C
ENCASEMENT
METAL DECK
SEE PLAN
EL 123’-2"
TOP OF PARAPET
S-601
S-601
S-601
S-522
28"x12" FOOTING
REINF WITH
2 # 5 CONT TOP
3 5 CONT BOTT
#4 @ 16" O C TRANSFER
BARS TOP & BOTTOM
1/2" PLATE
W16 x
SEE PLAN
WT8 x
SEE PLAN
WT8 x
SEE PLAN
CONCRETE COLUMN
SEE PLAN
EMBEDDED
ASSEMBLY S-601
F
1/4
1/2" PLATE
2 - 3/4" %%c BOLTS
TYPICAL
S-523
S-523
1’-1 7/8 "
/2
3/8" STIFF PLATE
AT JOIST BEARING
LOCATION
8" CONC RETAINING WALL
PLACE ON RADIUS
REINF WITH
# 5 @ 16" O C VERT
# 5 @ 12" O C HORIZ
2" CLEAR
2’-1"
3’-9"
3"
10" 2" 8" 1’-0"
TOP OF FOOTING
EL 100’-0"
TOP OF PRECAST LEDGE
2 # 5 TOP CONT
PROVIDE DOWELS INTO
CONCRETE COLUMNS
CONCRETE COLUMN
SEE PLAN & SCHEDULE
EL 113’-10"
D
IM
/4
/4
/2
DOVETAIL ANCHOR SLOTS
@ 24" O C VERTICALLY AND
BRICK ANCHORS @ 16" O C
HORIZONTALLY
3/8"x 4"x4"x CONT BENT PLATE
5/8"%%c EPOXY ANCHORS
@ 24" O C 3" MIN
EMBEDMENT
CONCRETE COLUMN
SEE PLAN AND
SCHEDULE
TOP OF BEAM
AND COLUMN
8a
S-523
S-523
S-523
LIP TERMINATES AT EL 116’-6"
1’-0"
CONCRETE TIE BEAM
(DROP BEAM AT DOOR
ADD 2 # 5 BOTTON)
1’-6" 6" 8"
8"CONCRETE PARAPET
REINF WITH
# 4 @ 16" O C HORIZ
# 5 @ 12" O C VERT
8" CONCRETE PARAPET
REINF WITH
# 4 @ 16" O C HORIZ
# 5 @ 12" O C VERT
FWJH059032
WORK POINT
SEE GENERAL
NOTES STEEL
DECK NOTE 5
3"
METAL DECK
SEE PLAN
TOP OF BEAM
METAL STUDS
BETWEEN COLUMNS
EL SEE PLAN
3"
1/8
BRICK VENEER
SEE ARCHITECT
(OMIT AT SECTION 11a)
2-12
JUNE 2008
S-601
A SIMILAR
ASSEMBLY
3/16" BENT PLATE
CONT. BETWEEN
TRUSSES
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
I
H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s523_339673.dgn 6/30/2008 7:03:21 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
MARK REINFORCINGMATERIAL REMARKS
MARK
SIZE
REINFORCING
W X D TOP INTER.
TIES
REMARKS
SPACING
REMARKSREINFORCING
DIMENSIONS
12"
W x L
DEPTH
MARK
2 # 5 # 3
TB-1 2 # 5 2 # 5 # 3 @ 12" O.C.-
8" x 32"
FOOTING SCHEDULE
DIM
HOOK TYPE
135%%d HOOKS
90%%d HOOKS
4 # 5 CONTINUOUS AND
CONCRETE TIE BEAM
L-1
D
CONCRETE BEAM BAR BENDING DIAGRAM
INTERMEDIATE BARS
SEE SCHEDULE
"W"
"L2"
LAP SPLICES AT
MID-SPAN
STIRRUPS SPACING
SEE SCHEDULE
"L1"
3" 3"
ACI CLASS "B"
MID BARS
TOP CONTTOP CONT
12" x CONT
2 # 5 CONTINUOUS TOP
"D"
CONCRETE BEAM & LINTEL SCHEDULE
3 # 6 VERT.
TOP CONT WITH STD 90%%d ACI HOOK
2 # 5 @ 10" O.C.
8" x 16"
CONCRETE BEAM
5’-0" x 5’-0"
7’-0" x 7’-0"
WALL
SEE SECT. 15 / S-501
#2 SMOOTH TIES @ 8" O C
4 # 6 VERT.
MASONRY WALL SCHEDULE
BB-1 -1 # 7 - - - - MASONRY
# 5 @ 32" OC
BOTM
BOT CONT BOT CONT
9’-7" x 4’-0"
9’-0" x 6’-0"
12’-0" x 6’-0" #6 @ 12" O.C. TOP AND BOTT EACH WAY
6’-0" x 6’-0"
7’-0" x 5’-0"
24"
18"
24"
18"
24"
24"
18"
24"
12"
#6 @ 12" O.C. TOP AND BOTT EACH WAY
#6 @ 12" O.C. TOP AND BOTT EACH WAY
#6 @ 12" O.C. TOP AND BOTT EACH WAY
#6 @ 12" O.C. TOP AND BOTT EACH WAY
#6 @ 12" O.C. TOP AND BOTT EACH WAY
#6 @ 12" O.C. TOP AND BOTT EACH WAY
#6 @ 12" O.C. TOP AND BOTT EACH WAY
10 # 8 VERT.
2’-0"
24" #6 @ 12" O.C. TOP AND BOTT EACH WAY
14 # 6 VERT.
3’-0"
2’-0"
1’-4"
2’-0"
2’-0" 2’-0"
8"8"
20" x CONT
2 # 5 CONTINUOUS TOP
SEE SECT. 17 / S-501
5’-0" x CONT. 12"
16"
18"
# 3 135%%d HOOKSB-2 3 # 5 3 # 5 @ 12" O.C.
12" CMU # 7 @ 24" OC EF
2 # 5 # 38" x 24" 135%%d HOOKSB-3 2 # 5 @ 10" O.C. CONCRETE BEAM2 # 5
CONCRETE TIE BEAM
ELLINGTON FIELD - HOUSTON, TEXAS
REPLACE FIRE STATION
TEXAS AIR NATIONAL GUARD
R SYBRONS HOUSE
STRUCTURAL
STRUCTURAL SCHEDULES
S-601
F1
F2
F3
F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
TE-2
TE-1
W-1
W-2
W-3
B-1
2 # 6 VERT.
1’-4"
# 2 SMOOTH TIES @ 8" O C
F14 24"15’-0" x 5’-0"
3’-4"
8"
1’-8"
F15 12’-0" x 5’-0" 18" #6 @ 12" O.C. TOP AND BOTT EACH WAY
L-2
12" x 44"
8" x 16"
F16 12"
4 # 5 CONTINUOUS AND
WALL3’-0" x CONT
12’-0" x 4’-0" 24" #6 @ 12" O.C. TOP AND BOTT EACH WAYF17
6 # 6 VERT.
# 6 @ 12" O.C. TRANSVERSE TOP & BOTT
6 # 5 CONTINUOUS AND TOP & BOTT
8"
SIDE LAP FASTENER
DESCRIPTIONMARK
DECK-1 515 429
DECK-2
DECK-3
1236 710
FASTENERS AT
SUPPORT
(HILTI OR APPROVED
EQUAL)
ALLOWABLE
DIAPHRAGM
SHEAR (LB/FT)
FROM DECK
ACTUAL
DIAPHRAGM
SHEAR (LB/FT)
FROM DECK
58" PUDDLE WELD
IN A 24 / 4 PATTERN
441464
58" PUDDLE WELD
IN A 36 / 4 PATTERN
1.5" TYPE B-22 GAGE
GALVANIZED DECK
#12 TEKS
IN A 36 / 7 PATTERN
3" TYPE N-22 GAGE
GALVANIZED DECK
1.5" TYPE C-20 GAGE
GALVANIZED DECK
TOTAL SLAB (LW CONC)
+ DECK =VARY
(SEE SECTIONS)
2" WELD SIDE LAP
FASTENERS PER SPAN
12" x CONT SEE SECT. 14 / S-50112" x CONT 10"
2 # 5 CONTINUOUS TOP
TE-3
L-3
# 3 135%%d HOOKS2 # 5
2 # 5 # 3 135%%d HOOKS2 # 5 @ 10" O.C. CONCRETE BEAM
CONCRETE TIE BEAM # 3 135%%d HOOKS2 # 6 2 # 6 @ 10" O.C.2 # 5
2 # 5 # 3 135%%d HOOKS2 # 5 @ 10" O.C. CONCRETE BEAM
CONCRETE TIE BEAMB-4
B-5 8" x 32"
FULLY
GROUTED
CELLS
GROUT ALL REINFORCED CELLS SOLID, PROVIDE DOWELS
SAME SIZE AND NUMBER AS VERTICAL REINFORCING
GROUT ALL REINFORCED CELLS SOLID, PROVIDE DOWELS
SAME SIZE AND NUMBER AS VERTICAL REINFORCING
GROUT ALL REINFORCED CELLS SOLID, PROVIDE DOWELS
SAME SIZE AND NUMBER AS VERTICAL REINFORCING
9"
/2
/2
A
ASSEMBLY
1"=1"
1/8 2-12
2"
6"
2"
3/8" x 10" x 1’-0" PLATE
4 - 3/4’%%c x 0’-8" LG
HEADED STUDS
3 1/2 "
3 1/2 "
3/8" x 7" x 1’-11" PLATE
4 - 3/4’%%c x 0’-8" LG
HEADED STUDS
B
C
2"
6"
2"
3 1/2 "
L 5" x 3" X 3/8" X 0’-10" (LLH)
2 - 3/4’%%c x 0’-8" LG
HEADED STUDS
2"
6"
2"
2 1/2 "
3 1/2 "
D
1"=1" L 7" x 3" X 3/8" X 0’-10" (LLH)
4 - 3/4’%%c x 0’-8" LG
HEADED STUDS
TB-2 8" x 32" 2 # 5 2 # 5 # 3 @ 12" O.C. 90%%d HOOKS CONCRETE TIE BEAM
2 # 5 2 # 5 - # 3 @ 12" O.C. 90%%d HOOKS CONCRETE TIE BEAMTB-3 8" x 13" 2 # 5 2 # 5 - # 3 @ 12" O.C. 90%%d HOOKS CONCRETE TIE BEAM
2 # 5 CONTINUOUS TOP
SEE SECT. 12 / S-5108" x CONT
2 # 5 CONTINUOUS TOP
TE-4 8"
METAL DECKING SCHEDULE
8" x 24"
3/8" x 10" x 1’-0" PLATE
4 - 3/4’%%c x 0’-8" LG
HEADED STUDS
/2
/2
2"
6"
2"
F
5-#10 TEK
FASTENERS PER SPAN
(7)-2" WELD SIDE LAP
FASTENERS PER SPAN
8" CMU
12 # 8 VERT
#3 TIES @ 8"O.C.
SET OF 4 TIES
C11 C12 C13
C14
C15
2’-0"
C9
C10
# 3 TIES @ 8" O.C.
C7
C8
C1 C2
#2 SMOOTH TIES @ 8" O C
4 # 6 VERT.
C3
3 # 6 VERT.
# 2 SMOOTH TIES @ 8" O C
C4
C5
C6
# 3 TIES @ 12" O C
8"
8"
# 6 @ 12" O.C. TRANSVERSE TOP & BOTT
3 # 5 CONTINUOUS TOP & BOTT
#6 @ 12" O.C. TOP AND BOTT
M EACH WAY
# 5 @ 12" O.C. TRANSVERSE BOTT
3# 5 CONTINUOUS BOTT
2 # 5 CONTINUOUS BOTM
3 # 5 CONTINUOUS BOTT
3 # 5 CONTINUOUS BOTT
# 5 @ 16" O.C. TRANSVERSE BOTT
12 # 8 VERT
# 3 TIES @ 12" O C
SET OF 4 TIES
6 # 8 VERT
# 3 TIES @ 12" O C
SET OF 2 TIES
7 # 8 VERT
# 3 TIES @ 8" O C
SET OF 2 TIES
# 2 SMOOTH TIES @ 8" O C
HSS 6 x 6 x 1/4"
STEEL TUBE
WALL
WALL
DOUBLE JOIST HEADER SEE TYPICAL DETAIL 5/S-510
3’-0" x CONT
C16
30’-0"
9 # 6 VERT
#3 TIES @ 16"O.C.
SET OF 3 TIES
COLUMN TYPE SCHEDULE EMBEDDED PLATES DETAILS
20’-0" x 4’-0" 24" #6 @ 12" O.C. TOP AND BOTT EACH WAY
22’-0" x 4’-0"
8’-0" x 7’-0"
C17
4’-0"
6"
8"
19 # 7 VERT
# 3 TIES @ 8" O C
SET OF 8 TIES
3 1/2 "
3 1/2 "
3/8" x 7" x 2’-5" PLATE
5 - 3/4’%%c x 0’-8" LG
HEADED STUDS
2-0" x CONT
6 # 6 VERT.
# 3 TIES @ 8" O.C
SET OF 2 TIES
2 # 5 CONTINUOUS TOP
SEE SECT. 17 / S-51024" x CONT
2 # 5 CONTINUOUS TOP
TE-5 16"
3# 5 CONTINUOUS BOTM
3’-4"
8"
SEE TYPE 2 DET 5a / S-510
SEE TYPE 3 DET 5 / S-510
"D
S E
E S
C H
D
C L
A S
S
B S
P L
IC
E
S E
E S
H E
E T
S -0
1’-0"
FOR DIMENSION
SEE SCHEDULE
/2
O F
T Y
P
IC
IE
S P
A C
IN
G
T Y
P T
IE
S
P A
C
IN
G
S E
E C
O L
U M
N T
Y P
E S
F I
N
IS
H F
L O
O R
E L
E V
A T
IO
N
S E
E P
L A
N
S E
E P
L A
N
T O
P O
F F
O O
T
IN
G
C
L
C
L
C
L
C
L
3" CL
76 CL
FOR REINF
SEE SCHEDULE
TYPICAL FOOTING AND COLUMN DETAIL
G H
3/8" PLATE
3 - 3/4’%%c x 0’-8" LG
HEADED STUDS
6"
5"
3"
6"
2"
STUCCO FINISH
1/2" PREMOLDED
JOINT FILLER
WITH SEALANT
GROUT
WEEP HOLES
@ 24" O C
(TYPICAL)
FLASHING
P GIRAITIS
FWJH059032
8" x 16" U -TYPE PRECAST LINTEL WITH ADDITIONAL 1#5 TOP & BOTTOM;
#3 STIRRUP @ 10" O.C. RATED FOR 2700 LBS. / FT. FOR OPENINGS UP TO 7’-6"
8" x 8" U -TYPE PRECAST RATED FOR 900 LBS. / FT. FOR OPENINGS UP TO 6’-0"
2’-8"
# 3 TIES @ 8" O C
SET OF 2 TIES
3/16" BENT PLATE TYP
8" CMU # 6 @ 8" O.C.
DOWELS SHALL
BE SAME SIZE
AND NUMBER AS
COLUMN VERTICAL
REINFORCING
/2
2"
6"
2"
/2
/2
/2
J
3/8" x 10" x 0’-101/2" PLATE
4 - 3/4’%%c x 0’-8" LG
HEADED STUDS
1’-4" C.C. TYP
CONT. AS REQ’D
2"
1’-4" C.C. TYP
2"
10 # 8 VERT
SET OF 3 TIES
# 3 TIES @ 12" O C
TYP BETWEEN JOISTS
SIMILAR BETWEEN TRUSSES
(BENT PLATE WELDED TO T.O.S.)
3/8" x5" x CONT. PLATE
3/4’%%c x 0’-8" LG
HEADED STUDS
JUNE 2008
E. F.
E. F.
E. F.
# 5 @ 6"
# 5 @ 6"
# 5 @ 6"
S c a l e
F o r
M i c r o f i l m i n g
I n c h e s
M i l l i m e t e r s
no. date revisionby
191 1615141312111098765432 17 18
N
M
L
K
J
I
H
G
F
E
D
C
B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
FILENAME: PLOT DATE: PLOT TIME:dn10s601_339673.dgn 6/30/2008 7:03:54 PM
3001 PGA BOULEVARD - SUITE 300
PALM BEACH GARDENS, FLORIDA
(561) 904-7400 (561) 904-7401 (FAX)
EB0000072 AAC001992 LC26000188
FINAL SUBMITTAL
| 046-dn10s401_339673-001 |
| 047-dn10s501_339673-001 |
| 048-dn10s510_339673-001 |
| 049-dn10s520_339673-001 |
| 050-dn10s521_339673-001 |
| 051-dn10s522_339673-001 |
| 052-dn10s523_339673-001 |
| 053-dn10s601_339673-001 |
File details come from the government source that posted it. Updated .