Drawing_files___99528___STRU.pdf
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- W91QVN16R0225
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| File | Type | Posted |
|---|---|---|
| Drawing_files___99528___ELEC.pdf | ||
| Drawing_files___99528___ARCH.pdf | ||
| Drawing_files___99528___TITLE.pdf | ||
| Drawing_files___99528___CIVIL.pdf | ||
| Drawing_files___99528___MECH.pdf | ||
| W91QVN16R0225_Final.docx | DOCX document | |
| Submittal_Register___99528.xls | XLS spreadsheet |
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G E
N E
R A
L N
O T
E S
D
E S
IG
N
D A
T A
T
Y P
IC
A
L D
A T
A
SF001
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
N T
C O
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M
WALL
STIRRUP OR TIE
PRECAST CONCRETE COVER, REFER TO ACI-318 CHAPTER 7.
3. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY. FOR
2. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.
1. PROTECTIVE COVER SHOWN IS MINIMUM PERMITTED
75 CLR.
CONCRETE CAST
AGAINST EARTH
BEYOND
CONCRETE EXPOSED TO
EARTH OR WEATHER
NOTE
EXTERIOR
C
L R
MAIN OR TEMPERATURE
EARTH/CONC
BAR (TYP)
STIRRUP OR
TIE
EARTH
FACE
SURFACE
TEMPERATURE
BAR (TYP)
STIRRUP OR
MAIN OR
FORMED CONC
40 CLR
TIE
MAIN OR
BAR (TYP)
TEMPERATURE
BEAM
BARSMAIN BAR 40 CLR
CONCRETE NOT EXPOSED TO
EARTH OR WEATHER
COLUMN STIRRUP
20 CLR 20 CLR
40 CLR.
20 CLR
BEAM
20 CLR
MAIN
40 CLR
SLAB
JOINTS SHALL BE LOCATED AT THE MIDDLE 1/6 OF THE SLAB SPAN IN EITHER
Fy = 240 MPa
Fu = 400 MPa
Fu = 490 MPa
Fu = 1000 MPa
Fy = 240 MPa fy = 400 MPa fy = 448 MPa f’c = 18 MPa
2. METAL YIELD STRENGTHS (Fy) OR TENSILE STRENGTHS (Fu) :
f’c = 24 MPa
- MACHINE/ANCHOR BOLTS
- HIGH STRENGTH BOLTS (F10T OR A325)
- WELDING ELECTRODES (E70xx)
- WELDED WIRE FABRIC
- THRUST BLOCKS AND OTHER PLAIN CONCRETE
- ALL CONCRETE UNLESS NOTED OTHERWISE
C. MATERIAL STRENGTHS :
- STANDING SEAM ROOFING (MIN)
- REINFORCING BARS (SD40 OR GRADE 60)
- STRUCTURAL STEEL (SS400 OR A36)
3,600 Pa
1220 mm
960 Pa
960 Pa
2,400 Pa
V = 59.4 m/sec
CLASS D
S1=0.07g, Ss=0.16g
100 kPa
TO CLEAN AND ROUGH STANDARDS.
DIRECTION. ALL REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION
JOINTS AND CONCRETE JOINT FACES SHALL BE KEYED OR INTENTIONALLY ROUGHENED
- BASIC WIND SPEED (RISK CATEGORY II)
- EXPOSURE CATEGORY
- WIND PRESSURE
- MINIMUM DESIGN BEARING CAPACITY
- IMPORTANCE FACTOR
- FROST DEPTH
B. FOUNDATIONS :
1. DESIGN PARAMETERS
- SEISMICITY
- SOIL TYPE
4. SEISMIC (UFC 3-301-01)
- RISK CATEGORY
C
- TOILET
DESIGN DATA
A. DESIGN LOADS :
2. FLOOR LIVE
3. WIND (UFC 3-301-01/IBC)
- GROUND SNOW
- LIVE
- OFFICE
1. ROOF
AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.
PERIMETER FELT JOINTS. UNDER NO CIRCUMSTANCES SHALL SUCH JOINTS BE
D. CONSTRUCTION JOINTS ARE PERMITTED IN STRUCTURAL SLABS ON GRADE IF REQUIRED
BY CONCRETE PLACEMENT AND FINISHING LIMITATIONS. WHEN REQUIRED, CONSTRUCTION
CLEAN AND ROUGH JOINT SHALL REFER TO A CONCRETE TO CONCRETE CONTACT
SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED
1. DIMENSIONS, LOCATIONS, AND SIZES OF EQUIPMENT SUPPORTS, PADS, AND ROOF
OR WALL OPENINGS SHOWN ON THESE DRAWINGS ARE FOR INFORMATION ONLY
2. ANCHOR BOLTS SHALL BE SIZED AND LOCATED AS REQUIRED BY THE EQUIPMENT
A MINIMUM DISTANCE OF 150mm SHALL BE MAINTAINED FROM CENTER OF ANCHOR
3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL PIPES, RISERS, VENTS, AND DUCTS
4. CONCRETE PLACED OVER PIPING SHALL BE POURED ONLY AFTER THE PIPING HAS
C. STRUCTURAL SLABS DO NOT REQUIRE CONTRACTION JOINTS, EXPANSIONS JOINTS, OR
TO AN AMPLITUDE OF 6mm (MINIMUM). JOINT SHALL BE CLEANED WITH WATER BLAST
MANUFACTURER’S SHOP DRAWINGS.
BOLT TO EDGE OF EQUIPMENT PAD.
WHICH PENETRATE THE ROOF, FLOOR OR WALL.
BEEN INSPECTED, TESTED AND APPROVED.
PERMITTED IN STRUCTURAL SLABS ON GRADE.
B. MECHANICAL EQUIPMENT
GENERAL NOTES
A. CONCRETE CLEAN AND ROUGH JOINT(CRJ)
CHIPPING HAMMER, OR OTHER SUITABLE MEANS.
1. CONCRETE MINIMUM COMPRESSIVE STRENGTH (f’c) :
- MINIMUM STANDARD
5. ANTITERRORISM (UFC 4-010-01, 9 FEB 2012)
M
IN
SLEEVE
M
IN
SLEEVE
BEAM
MIN
MIN
SECTION "A-A"
SLEEVE
"A"
GRADE BEAM
FOOTING OR
STEM WALL
"A"
PARALLEL PIPE PERPENDICULAR PIPE
M
IN
MIN
BELOW THIS PLANE
EMBEDMENT PERMITTED
NO PIPE OR CONDUIT
FOOTING OR GRADE
NOT TO SCALE
STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES
NOT TO SCALE
WALL INTERSECTIONS
NOT TO SCALE
CONCRETE PROTECTION FOR REINF BARS
NOT TO SCALE
PIPE OR CONDUIT AT FOUNDATION
- DESIGN CATAGORY B
NOTE : SEE PLUMBING DRAWINGS
FOR SLEEVE DETAIL
STANDING SEAM METAL ROOFINGSSMR
RIM JOISTRJ
EAVE STRUTES
BOPC BOTTOM OF PILE CAP
CONC CONCRETE
CONSTRUCTION JOINTCNJ
CONTINUOUS OR CONTINUECONN
CWB CAPILLARY WATER BARRIER
HIGH STRENGTH BOLT
IJ ISOLATION JOINT
DET DETAIL
DIAMETERDIA
DIM DIMENSION
DN DOWN
DWG DRAWING
DWGS DRAWINGS
EACH FACEEF
EACHEA
EL ELEVATION
EQUIP EQUIPMENT
EW EACH WAY
EJ EXPANSION JOINT
EXP JT EXPANSION JOINT
EXST EXISTING
FL FLOOR
FNSH FINISH
FOOTFT
HGT HEIGHT
GRADE BEAMGB
GALVANIZEDGALV
HORIZ HORIZONTAL
HSB
JOINTJT
ELEC ELECTRICAL
EQ EQUAL
INDICATOR PILEIP
WWF
VARIABLEVAR
WITHW/
VERT VERTICAL
TRANSVERSALTRANS
TYP TYPICAL
THICKENED SLABTS
TOC TOP OF CONCRETE
THROUGHTHRU
TOP BART BAR
THK THICKNESS
BOTTOM BARB BAR
BOTTOM MOST BARBM BAR
STRUCTURALSTRL
STL STEEL
STD STANDARD
SQ SQUARE
SPEC(S) SPECIFICATION(S)
SIMILARSIM
SCHEDULESCHED
STRUC STRUCTURAL
RO ROUGH OPENING
ROOMRM
RFG ROOFING
REQUIREDREQD
REPL REPLACE OR REPLACEMENT
REINFORCED OR REINFORCEMENTREINF
RC REINFORCED CONCRETE
RADIUSRAD
PROJECTPROJ
PANELPNL
PC PILE CAP
PEDESTALPED
PEJ PRE-MOLDED EXPANSION JOINT
OPPOSITEOPP
OPNG OPENING
ON CENTEROC
NTS NOT TO SCALE
LONGITUDINALLONGIT
NUMBERNO
NOT IN CONTRACTNIC
NON FROST SUSCEPTIBLE MATERIALNFSM
NA NOT APPLICABLE
MISCELLANEOUSMISC
MIN MINIMUM
MANUFACTUREMFR
MEZZANINEMEZZ
MACHINE BOLTMB
METALMET
MECH MECHANICAL
MIDDLEMID
MAX MAXIMUM
MATERIALMATL
MAINT MAINTENANCE
LG LENGTH
COLUMNCOL
CONCRETE MASONRY UNITCMU
CLEARANCECLR
CRACK CONTROL JOINTCLJ
CJ CONTROL JOINT
CENTER LINECL
BOT BOTTOM
BEAMBM
BKS BARRACKS
BLDG BUILDING
ARCHITECTURALARCH
ANCHOR BOLTAB
WELDED WIRE FABRIC
AUTOMATIC WELDING STUDAWS
ABBREVIATIONS
QTY QUANTITY
FOR
BAR CLEAR COVER
TEE INTERSECTION
FOR
CORNER
STANDARD HOOKS
STANDARD HOOK
MAIN BAR
ADDED VERT BARS
WALL HORIZ BARS
WALL VERT BARS
SEE SEE
SIZE
BAR
H
M A
X .(6 d ,7 m m
6d
DdD D
DIMENSION
DETAILING
D E
T A
IL
IN
G
D
IM
E N
S
IO
N
D E
T A
IL
IN
G
D
IM
E N
S
IO
N
DETAILING
d
A or G
135%%d HOOKS
D (mm)SIZE
BAR
140HD22
HD13
HD19
HD16
HD10
(mm)
HOOKS
(mm) A or G
STIRRUP & TIE HOOKS
D=4d FOR HD10 ~ HD16 BARS
D=6d FOR HD10 ~ HD25 BARS
D=8d FOR HD29, HD32 BARS
MAIN BAR HOOKS
HD19
HD22
HD16
HD13
HD29
HD32
HD25
A
B
(mm)
HD16
HD10
HD13
D
D=6d FOR HD19, HD22 BARS
SEISMIC STIRRUP/TIE HOOKS
D=4d FOR HD10 ~ HD16 BARS
APPROX.
A or G (mm)
H(mm)
C
L BEAM
A o r G
(mm)
DIMENSION
SIZE
HD10
D
MAX.(4d,60mm)
J
A or G
(mm)
BAR
D
180%%d HOOK
180%%d HOOKS
(mm) J d
A or G
L BEAM
D
A o r G d
90%%d HOOK
A or G (mm)
HOOKS
90%%d c d
90%%d HOOK
D
90%%d
D c
A or G
6d
H
135%%d HOOK
135%%d HOOKS d
A o r G
(UFC 4-023-03, 27 JAN 2010)
D E
T A
IL
IN
G
D
IM
E N
S
IO
N
M
IN
135%%d HOOK
APPROX.
H(mm)
1 2
3 4
SF001
SF001
7,200 Pa - MECH ROOM
IBC TABLE 1609.6.2.1(1) & (4)
- SLAB ON GRADE f’c = 30 MPa
Fy = 240 MPa - COLD-FORMED STEEL SHAPES
F
U N
D A
T
IO
N /G
R O
U N
D F
L O
O R
P L
A N
SF101
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M
TB1
TB1
TB1
T B
T B
T
B
G B
G
B
G B
GB1a GB1a GB1a
P3
P3
P1
P1P2
SCALE:
FOUNDATION PLAN
1/100
P2
P1
P1
P2
P1
P2
PCC PCC PCC
PCC PCC
PCC PCC
T B
6100 5100
[F1]
[F1]
[F1]
[F1]
GB1 GB2 GB1a
G B a
C L
J
C L
J
C L
J
C L
J
C L
J
C L
J
C L
J
C L
J
C L
J
GB1a
G B
G B a
[F1]
[F2] [F2]
[F1] [F1]
PCC
PCC
PCC
SC1 : H-200X200X8X12
U.N.O.
SC2: H-150X150X7X10
STEEL COLUMN
F1 : 1300 X 1600 X 350D
FOUNDATION
[F2] [ F2]
P2 P2
SC3: H-150X150X7X10
P1 : 400 X 600
P2 : 600 X 600
P3 : 400 X 400
CONCRETE PIER
F2 : 1300 X 1300 X 350D
GB1 : 300 X 950
GB1a : 300 X 800
GRADE BEAM
GB2
C L
J
G B
[F2] [F2]
[F2]
[F1]
GS
GSGS
PCC : 250THK PCC SLAB
SLAB
16200
51001000 5100 5000
[F1]
PCC
PCC
CLJ
[F1]
CLJ
CLJ
CLJ
CLJ
CLJ
CLJ
CLJ
TB1
T B
GSGS1
GS1
GS
S L
A B
S L
O P
E
P
E R
OVER 200THK BASE COARSE
SC2
SC2
SC2SC2 1125
1350525 3225
[F2]
G B a
B
UP
G B a
SLAB SLOPE
1 PER 100
GS
GS : 150THK SLAB ON GRADE
OVER 150THK CWB
GS1 : 300THK SLAB ON GRADE
OVER 150THK CWB
W/ HD16 @ 300 O.C. TOP & BOTTOM BARS
EACH WAY
W/ HD13 @ 300 O.C. BOTTOM BARS
EACH WAY
C L
J
G B
GSGS
SF301
SF301
SF302
P1
LEGEND
FL+700 RAISED SLAB
SF302
[F1]
ON GRADE
GB2 : 300 X 1650
W/ 200X850 CURB
CLJ
CLJ
CLJ
CLJ
CLJ
P2
P1
P1
P1
M
Z Z
A N
IN
E
F R
A M
IN
G
P L
A N
SF102
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M mSG2 mSG2 mSG2 m S
G m S
G m S
G mSG1 m S
G mSG1 : H-294X200X8X12 _ mSG2 : H-194X150X6X9 _
SJ1 : H-200X100X5.5X8
MEMBER SCHEDULE
SCALE:
MEZZANINE PLAN
1/100
SJ1
SJ1
SJ1
SJ1
SJ1
SJ1
S B
S L
O P
E
OPNG
S J
SB2 : H-194X150X6X9
MOMENT CONNECTION REQ’D
MOMENT CONNECTION REQ’D
JOIST _ SHEAR CONNECTION REQ’D
SLOPE
BAR GRATING
I-44X5X3-35PICTCH
TWISTED
CROSS BAR
6X6X100 PITCH
BAR GRATING SHAPE
BAR GRATING
I-44X5X3-35PICTCH
STANDING SEAM
METAL ROOFING
(SSMR)
SB2
S G
SG3 : H-194X150X6X9 _ MOMENT CONNECTION( WELD TO COLUMN)
S G
SG3
SG3
SG3
S
R
O F
F R
A M
IN
G
P L
A N
S
SF103
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M
S B
S
B
S B
S B
S
B
S B
S G
S
G
S G
S G
S
G
S G
S B
S
B
S B
SG2
SG2
SG2
SG2
SB1
SB1
ROOF SLOPE
10 PER 100
OPENS
B
S
B
S B
SG1
SG1
SG1
SG1
SC3 SC3
ROOF SLOPE
10 PER 100
ROOF SLOPE
10 PER 100
S B
S
B
S B
SCALE:
ROOF FRAMING PLAN-1
1/100 v-br1 v-br1 v-br1 v-br1 h-br1 h-br1
SG1 : H-294X200X8X12
SG2 : H-400X200X6X9
SB1 : H-294X200X8X12
MEMBER SCHEDULE
SB2 : H-194X150X6X9
50001100 h-br1
S G
S
G
S G
SG2
SG2
SG2
SG1
SG1
SCALE:
ROOF FRAMING PLAN-3
1/100
SB1
S G
S G
S G h-br1 : L-75X75X8t v-br1 : DIA16 ROD
X-BRACING
W/ TURNBUCKLE
SB1
SCALE:
ROOF FRAMING PLAN-2
1/100 SB2
p p ev
TO SPECIFICATION SECTION 07 61 13.
p pp ev
FOR MECHANICAL ROOMFOR FIRE ENGINE ROOM
FOR SKY LIGHT
p
STANDING SEAM METAL ROOFING(SSMR)
STRUCTURAL STANDING SEAM METAL ROOFING CONFORMING
pppppppp p/ev : C-200X75X25X4.0t PURLIN
SPACING MAX @750 O.C.
STANDING SEAM
METAL ROOFING
(SSMR)
S B
S
B
S B
MOMENT CONNECTION REQ’D
SHEAR CONNECTION REQ’D
STANDING SEAM
METAL ROOFING
(SSMR)
ROOF SLOPE
10 PER 100
ROOF SLOPE
10 PER 100
pp
CONTINUED OVER WIND COLUMN
HORIZONTAL BRACING
VERTICAL BRACING
S
C T
IO
N
S
SF301
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M
1300 5900
3600 1400
250THK PCC SLAB
OVER 200THK BASE COARSE
[F1] [F1] [F1]
250THK PCC SLAB
OVER 200THK BASE COARSE
[F1] [F1] [F1]
SG2
[F1]
SCALE:
SECTION
1/50SF101
SCALE:
SECTION
1/50SF101
mSG2SC1 mSG2
SB1
SG2
SG2
SB1
SB1
SB1
SC1
I-44 BAR
GRATING
SC2
SC1
SC1
SC3 SC3
SG1
I-44 BAR
GRATING
GIRTH
C-200X75X25X4.0t
MAX SPACING @1000 O.C.
16200
650 650
800 800
800 800
800 800
GROUND
SC1
SC1 : H-200X200X8X12
U.N.O.
SC2: H-150X150X7X10
STEEL COLUMN
SC3: H-150X150X7X10
SB1
EXISTING BLDG
SC1
BEHIND SHOWN
S
C T
IO
N
S
SF302
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M
5100 5100
SCALE:
SECTION
1/50SF101
SCALE:
SECTION
1/50SF101
WORKING POINT
GROUND
GROUND
[F2] [F2]
[F2][F2]
13001300
SC1
GIRTH
C-200X75X25X4.0t
MAX SPACING @1000 O.C.
DOOR
650 650
WORKING POINT
GIRTH
C-200X75X25X4.0t
MAX SPACING @1000 O.C.
SC1 : H-200X200X8X12
U.N.O.
SC2: H-150X150X7X10
STEEL COLUMN
SC3: H-150X150X7X10
SC2 BEHIND
SC1 SC1
SG1
SB2
SG1
SC1
M A
X S
P A
C
IN
M
M B
E R
S C
H E
D U
L E
S
SF601
D
2 3
C
4 5
A
B
SHEET
IDENTIFICATION
NUMBER
Sheet of
S E
T
ID
S c a le
A p p ro v e d b y
D w n b y
C k d b y
D e s ig n e d b y
D a te
P ro je c t n o
S u b m it te d b y
D ra w in g n o
J
U L
F E
W R
R E
P A
IR
A
N D
E X
P A
N D
R e v ie w e d b y D
A T
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
U s in g A g e n c y
S a fe ty O ff ic e r
B ld g s
G ro u n d s
U ti li ti e s
F ir e P re v
P ro t
In s p e c ti o n
O th e rs
R e v
D a te
IN
S
T A
L L
A T
IO
N
M A
N A
G E
M E
M M
A N
D -P
A C
IF
IC
DIRECTORATE OF PUBLIC WORKS
ENGINEERING DIVISION
IMCOM-Pacific
UNIT 15742, APO AP 96205-5742
D
IR
E C
T O
R A
T E
O F
P U
B L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
U N
IT
A
P O
A P
-5
U S
A R
M Y
G A
R R
IS
O
N R
E D
C L
O U
D
F
IR
E S
T A
T
IO
N
C
P C
A S
E Y
D P
W U
S A
G -R
E D
C L
O U
D A
N D
A R
E A
I
C H
O E
S
M
W
B
D
H
PLAN SECTION
’BM’ BAR
’B’ BAR
C
L R
’BM’ BAR
’B’ BAR
W
REINF. SEE
CONC PIER
SCHEDULE
VAPOR BARRIER
150THK CWB
CONC
FILL
W/ SEALANT
FELT JOINT
10THK PERIMETER
F2 1300
F1
MARK
W
DIMENSION REINFORCING
HD16 @200 O.C.
HD16 @200 O.C.
’BM’ BAR
COLUMN FOOTING SCHEDULE
B
D
H ’B’ BAR
HD16 @200 O.C.
HD16 @200 O.C.
COLUMN
CONC
10THK PEJ
SCALE:
PCC SLAB DETAIL
1/20SB101
@400 O.C. OIL OR
GREASE 1-END
20DIAx400 DOWEL
3 or 4
SF501
ISOLATED JOINT
CONCRETE FILL
SEE 5
SF501
GRAD BEAM
OR CURB WALL
STUB
PIER (P1)
CONCRETE
ISOLATED JOINT
CONCRETE FILL
GRADE BEAM
STUB
PIER
CONCRETE
2-HD13 @50 X1200LG
TOP & BOTTOM
SCALE:
FOOTING SCHEDULE
1/10
SF101
SCALE:
GRADE BEAM SCHEDULE
1/20SF101
HD13 @300 O.C.
2X3-HD13
3-HD19
STIRRUPS
BOTTOM BARS
3-HD19
TOP BARS
GB1
O
R
HD13 @300 O.C.
2X2-HD13
3-HD19
STIRRUPS
BOTTOM BARS
3-HD19
TOP BARS
GB1a
O
R
10THK
PEJ
HD13 @300 O.C.
2X6-HD13
3-HD19
STIRRUPS
BOTTOM BARS
3-HD19
TOP BARS
GB2
HD13 @300 O.C.
3-HD19
STIRRUPS
3-HD19
TOP BARS
TB1
VERT BARS
8-HD19
@200 O.C.
HD10
TIE BAR
VERT BARS
@200 O.C.
HD10
TIE BAR
14-HD19
TOOL WITH 3mm
BUTT JOINT@400 O.C. OIL OR
GREASE 1-END
20DIAx400 DOWEL
HD16@300 O.C. EW
40 CLR
50 50
RADIUS
EXCEPT WHERE FLOOR COVERING WILL BE USED
SLAB REINFORCEMENT
40 CLR
40 CLR
@400 O.C. OIL OR
GREASE 1-END
20DIAx400 DOWEL
POURED JOINT
SEALANT W/
SCALE:
CRACK CONTROL JOINT(CLJ)
1/10
SF501
SEPARATING TAPE
200THK(MIN)
SCALE:
CONSTRUCTION JOINT(CNJ)
1/10
SF501
40 CLR
BASE COURSE 200THK(MIN)
BASE COURSE
10mmTHK
SEALANT
BACKER ROD
PREFORMED
ELASTOMERIC
JOINT FILLER
TYPICAL PEJ DETAIL
NOT TO SCALE
SF501
B-B’ SECTION
5075 50
B’BA A’
A-A’ SECTION
100 100
BASE PL W/
200x200x12THK
2-M16 A.B.
(EMBEDED LG=300)
25THK BEDDING
MORTAR
MORTAR
25THK BEDDING
(EMBEDED LG=300)
4-M16 A.B.
250x250x14THK
BASE PL W/
SC2
H150x150 x7x10
H200x200
SC1
x8x12
H150x150x7x10
SC2
H200x200x8x12
SC1
100 100 5075 50 75
SCALE:
PIER SCHEDULE
1/10SF101
VERT BARS
@200 O.C.
HD10
TIE BAR
16-HD19
SCALE:
BASE PLATE SCHEDULE
1/10SF101
P3
P1 P2
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File details come from the government source that posted it. Updated .