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MANUEL G FABROS S-1
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANESABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
HONORIO R AGNILA
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION NOTES AND STANDARD DETAILS
25MM∅ BAR
SEPARATOR
37
.7
mm
C
LR
.
DIS
TA
NC
E (M
IN
.)
BARS
LESS AREA TRIMMER
SLAB REINFORCEMENT
AREA OF INTERRUPTED
TO SIDE OF EQUAL
(NOT SHOWN) PARALLEL
2-16MMØ @
EACH CORNER
BY THE DESIGNER, BUT IN NO CASE LESS THAN 16.7MM OF EVERY 3.00M
FOR WHICH THE CAMBERS SHALL BE AS NOTED IN PLANS OR AS ORDERED
AND GIRDERS AT LEAST 6.2MM FOR EVERY 3.00M SPAN EXCEPT CANTILIVERS
6. UNLESS OTHERWISE NOTED IN PLAN OR IN SPECIFICATIONS, CAMBER ALL BEAMS
5. MINIMUM CONCRETE PROTECTION OF REINFORCING BARS OR SHAPES
0.051 EMBEDMENT LENGHT SHALL BE 40Ø FOR COMPRESSION BARS.
BARS TO THE FURTHER FACE OF THE WALL SHALL NOT BE LESS THAN
4. IF BE REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FOR THE
BEAMS & GIRDERS
0.914MM O.C.
37.7MM CLR.
DISTANCE FOR (FOR BEAMS)
(MINIMUM)
25
mm
C
LE
AR
DIS
TA
NC
E
OF FREE SPAN.
SHALL BE A SHOWN:
0.76
0
.
7
6
0
.
7
6
PROVIDE EXTRA BARS
BY BEAM
OPENING IS FRAMED
OMITTED WHERE
TRIMMER MAYBE
0.012M THICK AND OVER
OVER TRIMMER BAR
HOCK SLAB REIN'T.
MIN. 1-16MMØ TOP &
BOT. FOR SLABS
OPENINGS IN FLOOR SLABS AS SHOWN BELOW.
7. PROVIDE SUPPLEMENTARY REINFORCEMENT AT SMALL UNFRAMED
LONG @ 0.208M.O.C.
17 DAY
21 DAY
3 DAY
1 DAY
3. STRIPPING OF FORMS AND SHORES SHALL BE AS FOLLOWS:
2. ALL CONCRETE MUST BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCE
17.50 MPa
40.00 MPa
1. UNLESS OTHERWISE SPECIFIED, THE MIN. 28 DAYS CYLINDER COMPRESSIVE
CONCRETE MIXES & PLACINGS
FOR CONCRETE DEPOSITED AGAINST THE GROUND AND 0.051 CLEAR
3. MINIMUM CONCRETE PROTECTION FOR REINFORCE SHALL BE 0.076 CLEAR
COLUMNS
WITH ACI STANDARD.
SLABS
BEAMS & GIRDER
COLUMNS
FOUNDATIONS
BEDDED SLABS, CATCH BASINS & SIDEWALK
REINFORCE CONCRETE STAIRS
BEAMS, SLABS, CONCRETE TOPPINGS
STRENGHT ARE AS FOLLOWS.
FOR CONCRETE DEPOSITED AGAINST THE FRAMEWORK.
2. NO FOOTING SHALL REST ON FILL.
FOOTINGS & FOOTING TIE BEAMS
10MMØ BAR AT 0.25MOC E.W. AT CENTER OF SLAB. CONSTRUCTION JOINT
(TWO ADJACENT DISCONTINEOUS) AS SHOWN BELOW.
6. PROVIDE EXTRA REINFORCEMENT AT CORNER SLAB
FOR SLAB SHALL NOT BE MORE THAN 3.00M APART.
5-10MMØ BARS @ 0.914M
O.C. BOTTOM BARS
5-10MMØ BARS @ 0.208M
5. UNLESS OTHERWISE NOTED, ALL BEDDED SLAB BE REINFORCED WITH
TENSION FACE AND SHALL NOT BE LESS THAN 0.025 BT.
4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE
C. FOR ALL OTHER REQUIREMENTS, REFER TO ARCHITECTURAL, SANITARY,
B. ALL DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES
A. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
2. AISC 2013
CAPACITY OF 188 KPa
1. FOOTINGS ARE DESIGNED TO REST ON SOIL WITH BEARING
FOOTINGS
ELECTRICAL AND MECHANICAL WORKING DRAWINGS.
UNLESS OTHERWISE INDICATED.
3. NSCP 20th EDITION
GENERAL
1. ACI 318 - 11
OF THE FOLLOWING BUILDING CODES:
BE BEND, EXTENDED OR CUT AS FOLLOWS.
REINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING SHALL
3. UNLESS OTHERWISE DETAILED IN CONDITIONING SLAB HAVING SAME
THAN 2 13 TIMES THE SLAB THICKNESS.
BE APPROXIMATELY 1 13 OF THE MIDDLE STRIP IN NO CASE GREATER
IN DETAILS THE SPACING OF THE BARS AT THE COLUMN STRIPS CAN
BARS NEAR THE SUPPORT UNLESS OTHERWISE INDICATED OR SHOWN
THOSE ALONG THE LONGER SPAN AT CENTER AND OVER THE LONGER SPAN
2. FOR TWO - WAY SLAB ALONG THE LONGER SPAN SHALL BE PLACED BELOW
1. ALL REINFORCEMENT SHALL BE 0.019 CLEAR MINIMUM FROM TOP
CONCRETE SLAB
AND BOTTOM OF SLAB.
0.10m (MIN) COMPACTED
24 DIA.
(0.30 MIN)
24 DIA.
(0.30 MIN)
1. ALL MILLD STEEL REINFORCEMENT SHALL CONFORM TO ASTMA-15-62-2T
FOR REINFORCING BARS 12 ; 280.0Mpa
2. DEVELOPMENT LENGHT FOR ALL BARS SHALL BE A MINIMUM OF 40-BAR Ø
UNLESS OTHERWISE SPECIFIED FOR REINFORCING BARS 12 ; 233.0Mpa
AND DEFORMATION TO A-305-56T LATEST REVISION.
3. ALL BARS SHALL BE WELDABLE.
SPACING AS HORIZONTAL OR BENT
PROVIDE DOWELS OF SAME SIZE AND
NOTE FOR DOWELS
HORIZONTAL BARS.
GRAVEL FILL
16mmØ BEND 0.30 MIN.
24 DIA.
(0.30 MIN)
24 DIA.
(0.30 MIN)
WALL CONSTRUCTION JOINT
0.05X0.10m KEY
5mmX150mm CORR. TYPE PVC WATERSTOP
MILD STEEL REINFORCEMENT
NOT MORE THAN 0.025. AN EXTRA 12mmØ AT 0.076mm O.C. SHALL BE
CHANGE IN SIZE. VERTICAL REINFORCEMENT SHALL BE OFFSET AT A SLOPE OF
NOT LESS THAN 12 TIMES MAX. SIZE OF COARSE AGGREGATE WHERE COLUMNS
CAST MONOLITHICALLY WITH THE CORE OF MIN. THICKNESS OF 0.0127m AND
COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE
PROVIDE THROUGHOUT THE OFFSET REGION.
WALL CORNERS
WALL REINFORCEMENT
24
D
AI.
(0
.3
0 M
IN
)
24
D
AI.
(0
.3
0 M
IN
)
24 DIA.
(0.30 MIN)
24 DIA.
(0.30 MIN)
0.038X0.063m KEY
SLAB CONSTRUCTION JOINT
CONCRETE COLUMN
0.05X0.10m KEY
24
D
IA
.
(0
.3
0 M
IN
)
24
D
IA
.
(0
.3
0 M
IN
)
WALL INTERSECTION
0.038X0.063m KEY
FOR DOWELS
SEE NOTE
NATURAL GRADE LEVEL OR
COMPACTED SOIL LAYER
GRAVEL BASE
0.10mm (MIN) COMPACTED
STANDARD DETAILS
ENGINEER AND THE OWNER PRIOR TO FABRICATION.
3. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE
2. WELDING SHALL CONFORM TO AWS STANDARDS.
1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTMA - 36Fy=252.0Mpa
STRUCTURAL STEEL
CONCRETE WALLS
BE FOLLOWED ACCORDING TO THE FOLLOWING SCHEDULE.
UNLESS OTHERWISE INDICATED IN THE PLANS, WALL REINFORCEMENT SHALL
REINFORCEMENT AS TABULATED SHALL BE PROVIDED UNLESS OTHERWISE
CONCRETE HOLLOW BLOCK
SPECIFIED IN THE PLAN.
SLAB REINFORCEMENT
24 DIA.
(0.30 MIN)
0.0093
24 DIA.
(0.30 MIN)
25 DIA.
(0.30 MIN)
25 DIA.
(0.30 MIN)
L5 L5L5L3 CANTILIVER
0.30
MIN
L1L5 L5 L5
L2
L4 L4 L4L4 L4 L4
T
40.00 MPa
40.00 MPa
40.00 MPa
12mmØ TIES
O.C. (MAX.)
@ 0.102m
h = HEIGHT BETWEEN FLOOR
12mmØ TIES
@ 0.102m
O.C. (MAX.)
O.C. (MAX.)
@ 0.102m
12mmØ TIES
EXTRA TIES
3-10mmØ
d=MAX.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANESABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
S-2
F O U N D A T I O N P L A N
1:100MSCALE
10.00
10.00 10.00
10
11
1314 15
A
B
E
CF-1
CF-2
CF-3CF-4 CF-2
CF-1
FTB
FTB
FTB
FTB
FTB
FTB
FTB
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C3
C1
C1
C1
C1
C1
C3
C1
C1
C3 C3
C5
C5
C5
C3
C5
C5
C5
C5
C5
C5
C1
C5
C1
C3
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C3C3
C5
C5
C5
C3
C5
C5
C5
C5
C5
C5
C5
C3
12
1.3010.00 10.00
C
D
F
G
H
I
J
K
L
M
N
L
1 2 3 4 5 6 7 8 9 16 17 18 19 20 21
10.00 10.005.78
MFMF
F1
F1
F2
F1
F2
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
7.50
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
1.4
5
25MM∅ @ 160MM O.C
TOP & BOTTOM B.W
CROSS SECTION OF MAT FOOTING (MF)
NOT TO SCALE
CROSS SECTION OF COMBINED FOOTING
NOT TO SCALE
VE
RIF
Y
S-3
VA
RIA
BL
E
TYPICAL COMBINED FOOTING DETAIL
1:30MSCALE
2.7
0.9
0
VE
RIF
Y
NATURAL
GRADE LINE
0.
VE
RIF
Y
COLUMN
FOOTING
2.7
0 M
.
.9
0
COMBINED FOOTING
BEAM
GRADE
FTB
3 4
OF COMBINED FOOTING DETAIL
1:30MSCALE
GRADE BEAM
25MM∅ @ 150MM O.C
TOP & BOTTOM BOTHWAYS
BAR SCHEDULE LONGITUDINAL - SECTION
25MM∅ @ 150MM O.C
TOP & BOTTOM B.W
OF COMBINED FOOTING DETAIL
1:30MSCALE
BAR SCHEDULE CROSS - SECTION
3
2
COLUMN FOOTING
( 1ST STEP )
FOOTING TIE BEAM
( 2ND STEP )
COLUMN
OF FOOTING UP TO COLUMN
1:30MSCALE
STEPS IN CONCRETE CASTING
25MM∅ @ 150MM O.C
FTBFTBFTBFTBFTB
FTB FTB
FTB
FTB
FTB
COMBINED FOOTING
(3RD STEP)
1
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS S-4
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANESABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
SCHEDULE OF FOOTINGS
( L X W )
SIZE (MM)
(SEE DETAIL)
THICKNESS
T (M)
1.60MF
MARK
CF1
CF2
CF3
1.35 36.00 X 7.00
36.00X 7.00
R E I N F O R C E M E N T
36.00X 7.00
CF4
1.35
1.45
F1
F2
36.00 X 10.00
4.70 x 4.70
6.75 X 6.75
LEFT OVERHANG
(M)
2.0
RIGHT OVERHANG
(M)
F O O T I N G
MAIN STEEL TOP MAIN STEEL BOTTOM SECONDARY STEEL TOP SECONDARY STEEL BOT
2.0
2.0
2.0
2.0
25mmØ@ 110mm C/C
1.60
0.90
0.90
2.0
2.0
2.0
2.0
2.0
32mmØ@ 110mm C/C
25mmØ@145mm C/C 32mmØ@175mm C/C
25mmØ@ 130mm C/C 25mmØ@ 100mm C/C
25mmØ@ 125mm C/C 25mmØ@ 100mm C/C
25mmØ@ 75mm C/C 25mmØ@ 80mm C/C
25mmØ@200mm C/C 25mmØ@ 200mm C/C
25mmØ@ 160mm C/C 25mmØ@ 160mm C/C
25mmØ@ 160mm C/C 25mmØ@ 160mm C/C
25mmØ@ 160mm C/C 25mmØ@ 160mm C/C
25mmØ@ 160mm C/C 25mmØ@ 160mm C/C
20mmØ@ 230mm C/C 20mmØ@ 190mm C/C 20mmØ@ 230mm C/C 20mmØ@ 190mm C/C
20mmØ@ 230mm C/C 20mmØ@ 160mm C/C 20mmØ@ 230mm C/C 20mmØ@ 160mm C/C- -
- -
C1C1
C1C3
C1C1C1
C3 C5
C5C5
C5
C5
C5
C5C3
MF
5.78
39.15
6.60
14.81 12.89 11.45
5.404.5
8
A
B
E
C1
C1
C1
C3
C1
C1
C1
C3C3
C5
C5
C5
C3
C5
C5
C5
C5
C5
C5
C5
C3
C
D
F
G
H
I
J
K
L
M
N
L
1 2 3 4 5 6 7
5.78
MF39
.15
6.60
2.003.541.462.040.962.003.5
04.0
11.0
01.00
2.93
2.06
1.38
3.54
3.53
1.45
2.10
2.91
1.00
5.00
35.50
12.01
MAT AND ISOLATED FOOTING LAYOUT
NOT TO SCALE
TYPICAL MAT FOUNDATION PLAN
NOT TO SCALE
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
S-5
GROUND FLOOR FRAMING PLAN
1:100M
SCALE
10.00
10.00 10.00
10
11
1314 15
A
B
E
GB1
GB1
GB1
GB1
GB1
GB1
GB1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C3
C1
C1
C1
C1
C1
C3
C1
C1
C3 C3
C5
C5
C5
C3
C5
C5
C5
C5
C5
C5
C1
C5
C1
C3
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C3C3
C5
C5
C5
C3
C5
C5
C5
C5
C5
C5
C5
C3
12
1.3010.00 10.00
C
D
F
G
H
I
J
K
L
M
N
L
1 2 3 4 5 6 7 8 9 16 17 18 19 20 21
10.00 10.00
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1 GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB1
G
B
1
G
B
1G
B
1
G
B
1
G
B
1
G
B
1
G
B
1
G
B
1
G
B
1
G
B
1
G
B
1
GB1
G
B
1
G
B
1
G
B
1
GB
1
GB
1
G
B
1
G
B
1
G
B
1
GB1
G
B
1
G
B
1
G
B
1
GB
1
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
GB
2
S1 S1 S1 S1 S1 S1 S1
S1 S1 S1 S1 S1 S1 S1
S1S1S1S1S1S1S1
S1 S1 S1 S1 S1 S1 S1
S1S1S1S1S1S1S1
S1 S1 S1 S1 S1 S1 S1
B5
B5
B5B5
B5
B5
B5
B5
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :
POLICE CHIEF INSPECTOR
PREPARED BY:
DEPUTY DIRECTOR, ENGINEERING SERVICECHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
ACTING CHIEF, INFRASTRUCTURE DIVISION
CHECKED BY:
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
RECOMMEND APPROVAL:
POLICE SENIOR SUPERINTENDENT
APPROVED BY:SUBMITTED BY:
ANTONIO A TAYLAN, JR
POLICE SENIOR SUPERINTENDENT POLICE CHIEF SUPERINTENDENT
S-6
TYPICAL FROM 2ND TO 4TH FLOOR FRAMING PLAN
1:100MSCALE
10.00
10.00 10.00
10
11
1314 15
A
B
E
B1
B1
B1
B1
B1
B1
B1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2 C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C4
C2
C2
C4 C4
C6
C6
C6
C4
C6
C6
C6
C6
C6
C6
C2
C6
C2
C4
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C4C4
C6
C6
C6
C4
C6
C6
C6
C6
C6
C6
C6
C4
12
1.3010.00 10.00
C
D
F
G
H
I
J
K
L
M
N
L
1 2 3 4 5 6 7 8 9 16 17 18 19 20 21
10.00 10.00
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B
4
B
4
B
4
B
4
B
4
B
4
B
4
B
4
B
3
B
4
B
3
B4
B
3
B
4
B
3
B4
B4
B
3
B
4
B
3
B4
B
3
B
4
B
3
B4
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B2
B2
B2
B3
B3
B3
B3
B3
B3
B3
B2
B2
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
CB
2
CB
1
CB
1
CB
1
CB
1
CB
1
CB
1
CB
1
CB
1
CB
2
CB
2
CB
2
CB
2
CB
2
CB
2
CB
1
B4
B3
B5
B5
B5B5B3
B5
B5
B5B5
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
B7
B7
B7
B7
B7
B7
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS S-7
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANESABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
ROOFDECK FRAMING PLAN
1:100M
SCALE
10.00
10.00 10.00
10
11
13 14 15
A
B
E
B1
B1
B1
B1
B1
B1
B1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2 C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C4
C2
C2
C4 C4
C6
C6
C6
C4
C6
C6
C6
C6
C6
C6
C2
C6
C2
C4
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C4C4
C6
C6
C6
C4
C6
C6
C6
C6
C6
C6
C6
C4
12
1.3010.00 10.00
C
D
F
G
H
I
J
K
L
M
N
L
1 2 3 4 5 6 7 8 9 16 17 18 19 20 21
10.00 10.00
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B
4
B
4
B
4
B
4
B
4
B
4
B
4
B
4
B
3
B
4
B
3
B4
B
3
B
4
B
3
B4
B4
B
3
B
4
B
3
B4
B
3
B
4
B
3
B4
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B2
B2
B2
B3
B3
B3
B3
B3
B3
B3
B2
B2
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
B3
CB
2
CB
1
CB
1
CB
1
CB
1
CB
1
CB
1
CB
1
CB
1
CB
2
CB
2
CB
2
CB
2
CB
2
CB
2
CB
1
B4
B3
B5
B5
B5B5B3
B5
B5
B5B5
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1 S1
S1
S1S1S1S1S1
S1S1
S1S1S1S1S1
S1
S1
S1S1S1S1S1
S1S1
S1S1S1S1S1
S1
S1
S1S1S1S1S1
S1S1
S1S1S1S1S1
S1
S1
S1S1S1S1S1
S1S1
S1S1S1S1S1
S1
S1
S1S1S1S1S1
S1S1
S1S1S1S1S1S1
S1S1
B6 B6
B6
B6
B6
B6
B7
B7
B7
B7
B7
CS CS CS CS CS CS CS CS CS CS CS CS CS
CS CS CS CS CS CS CS CS CS CS CS CS CS
CS
CS
CS
1.41
0.31
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
700MM
.0
75
.0
75
.0
75
.0
75
E L E V A T I O N
NOT TO SCALE
MANUEL G FABROS S-8
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANESABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
61
GROUND FLOOR LVL
FINISH GRADE LINE
2ND FLOOR LVL.
7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION
THIRD FLOOR LVL.
7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION
NOTE:
1. SEE SCHEDULE OF COLUMNS FOR NUMBER OF TIES PER SET.
2. NOT MORE THAN 13 OF VERTICAL BARS SHALL BE SPLICED AT ONE LOCATION.
3. CONSTRUCTION JOINT OF COLUMN SHALL BE LOCATED AT MIDHEIGHT OF FLOOR.
7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION
FTB
FOOTING
3.5
04
.2
0
0.1
80
2.0
(M
IN
.)
50
Ah
50
BE
AM
DE
PT
H
50
Ah
Bh
Ah
50
3.5
0
LEGENDS:
Ah = CONFINEMENT TIESBh = REGULAR TIE SPACINGLd = DEVELOPMENT LENGTH
(OFFSET MAXIMUM)
7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION
50
BE
AM
DE
PT
H
BE
AM
DE
PT
H
Ah
50
Bh
Ah
1.2L
d
Bh
Ah
FOURTH FLOOR LVL.
FTB
TYPICAL COLUMN ELEVATION
NOT TO SCALE
7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION
BE
AM
DE
PT
H
Ah
50
Bh
3.5
0
ROOFDECK FLOOR LVL.
61
(OFFSET MAXIMUM)GB
50
50
7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION
Ah
Ah
BE
AM
DE
PT
H
SCHEDULE OF COLUMN
C1
C2
C3
12MMØ CLOSED TIES SPACED @ TIES: 24-25MMØ VERT. BARS, 7 SETS
[email protected], [email protected] REST @ .20M O.C
12MMØ CLOSED TIES SPACED @ 24-32MMØ VERT. BARS, 7 SETS
[email protected], [email protected] REST @ .20M O.C
12MMØ CLOSED TIES SPACED @ [email protected]@0.10, REST @ 0.150M O.C
TOSECOND FLOOR
ROOFDECK
TOSECOND FLOOR
FOUNDATION
0.60
0.6
0
0.700
0.7
00
0.80
0.8
0
28-32MMØ VERT. BARS, 7 SETS
TOSECOND FLOOR
ROOFDECK12MMØ CLOSED TIES SPACED @ TIES: 20-25MMØ VERT. BARS, 7 SETS
[email protected], [email protected] REST @ .250M O.C
0.50
0.5
0
C4
0.70
12MMØ SPIRAL SPACED @ [email protected]: 24 -25MMØ VERT. BARS,
[email protected], [email protected] O.C
0.60
12MMØ SPIRAL SPACED @ [email protected]: 20-25MMØ VERT. BARS,
[email protected], [email protected] O.C
TOSECOND FLOOR
FOUNDATION
TOSECOND FLOOR
FOUNDATION
C5
C6
TOSECOND FLOOR
ROOFDECK
ASPHALT TOPPING
25mm X1.2m X 25m STEEL PLATE
0.30.8
5
0.10
M
CANTILEVER SLAB
CANTILEVER BEAM
R
AM
P B
EA
M
COLUMN
GROUND LEVEL
TYPICAL SECOND LEVEL TO FOURTH LEVELR
AM
P B
EA
M
1.50 TRANSITION
1.50TRANSITION
5 SLOPE
5 SLOPE
5 SLOPE
1.32TRANSITION
5 SLOPE
EXPANSION JOINT (SEE DETAIL)
4.20
0.90
TYPICAL RAMP DETAIL
NOT TO SCALE
TYPICAL EXPANSION JOINT
NOT TO SCALE
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
S-9
1
0
0
12-12MM∅ VERT.
BARS (TOTAL)
12MM∅ CLOSED
TIES
INTERIOR
COLUMN
R.C BEAM
BEAMS REBARS
LINE OF BEAMS
EDGES OF
COLUMN
4
5
.
0
0
°
m
COLUMN JOINT DETAIL
NOT TO SCALE
TYPICAL INTERIOR BEAM TO
5-12MM∅ VERT.
LINE OF BEAM
12MM∅ CLOSED TIES
R.C BEAM
R.C BEAM
EXTERIOR
COLUMN
BARS (TOTAL)
FOR BEAM WIDTH LESS THAN
COLUMN DIMENSION
R.C BEAM
@ 100MM O.C
8-12MM∅ VERT.
LINE OF BEAM
1
0
0
BEAMS REBARS
R.C BEAM
EXTERIOR
COLUMN
BARS (TOTAL)
12MM∅ CLOSED TIES
EDGES OF COLUMN
REBARS
COLUMN JOINT DETAIL
NOT TO SCALE
TYPICAL INTERIOR BEAM TO
FOR BEAM WIDTH LESS THAN
COLUMN DIMENSION
R.C BEAM
BEAM REBARS
COLUMN
REBARS
@ 100MM O.C
COLUMN REBARS
CONFINEMENT TIES @
COLUMN TO BEAM JOINT
12MM∅ CLOSED
TIES @ 100MM O. C
R.C BEAM
12MM∅ VERT. BARS
(TYPICAL)
NOT TO SCALE
TYPICAL BEAM TO COLUMN JOINT
BOTTOM BARS
SUPPORT
Depth
TOP BARS
Width
MARK
BEAM
BEAM CROSS
SECTION
SCHEDULE OF BEAMS
FOOTING TIE BEAM
TOP BARS
MIDSPAN
BOTTOM BARS
STIRRUPS
SECOND & ROOFDECK FLOOR BEAM
rest @ 0.20M O.C
4-leg 12MM∅ @ 0.05, 4@ 0.15
rest @ 0.250M O.C
4-leg 12MM∅ @ 0.05, 4@ 0.15
rest @ 0.20M O.C
4-leg 12MM∅ @ 0.05, 4@ 0.15
rest @ 0.20M O.C
rest @ 0.150M O.C
rest @ 0.250M O.C
rest @ 0.250M O.C
rest @ 0.250M O.C
4-leg 12MM∅ @ 0.05, 4@ 0.15
4-leg 12MM∅ @ 0.05, 4@ 0.15
2-leg 12MM∅ @ 0.05, 4@ 0.15
4-leg 12MM∅ @ 0.05, 4@ 0.15
4-leg 12MM∅ @ 0.05, 4@ 0.15
SIDE BARS
4-16mm ∅
4-16mm ∅
4-16mm ∅
4-16mm ∅
4-16mm ∅
4-16mm ∅
4-16mm ∅
4-16mm ∅
500
700500GB1
B1
700500 4-32mm ∅
700
B2
7-32mm ∅ 7-32mm ∅
B3400300
6-32mm ∅
7-32 mm ∅ 7-32mm ∅
B4
700400 7-20mm ∅ 7-20mm ∅
3-25mm ∅ 3-25mm ∅ 3-25mm ∅ 3-25mm ∅
7-20mm ∅ 7-20mm ∅
8-25mm ∅
8-25mm ∅8-25mm ∅
8-25mm ∅
4-32mm ∅ 4-32mm ∅ 4-32mm ∅
500 700
6-32mm ∅6-32mm ∅
6-32mm ∅
GB2
B5700400 5-25mm ∅ 5-25mm ∅ 5-25mm ∅ 5-25mm ∅
FTB
4-25mm ∅
700500
4-25mm ∅ 4-25mm ∅ 6-25mm ∅
rest @ 0.200M O.C
2-leg 10MM∅ @ 0.05, 4@ 0.15
2-16mm ∅
CB1 700400 5-25mm ∅ 2-25mm ∅ 5-25mm ∅ 2-25mm ∅
rest @ 0.250M O.C
2-leg 12MM∅ @ 0.05, 4@ 0.15
2-16mm ∅
CB2 400300 3-25mm ∅ 2-25mm ∅ 3-25mm ∅ 2-25mm ∅
2-10mm ∅
B6700200 2-16mm ∅ 2-16mm ∅ 2-16mm ∅ 2-16mm ∅
2-16mm ∅
B7500300 3-20mm ∅ 3-20mm ∅ 3-20mm ∅ 3-20mm ∅
rest @ 0.250M O.C
2-leg 12MM∅ @ 0.05, 4@ 0.15
rest @ 0.250M O.C
4-leg 12MM∅ @ 0.05, 4@ 0.15
BAR
BOTTOM
BARS
(SPACING)
SCHEDULE OF SLAB (GROUND FLOOR TO ROOFDECK LEVEL)
THKSLAB
180
(MM)MARK
S1
REMARKS
100
(dia)
(SPACING)
LONG SPAN (mm)
TOP BARS
12MM∅
BOTTOM
BARS
100
SHORT SPAN (MM)
100
TOP BARS
100
200
180
100
CS
12MM∅ 100200
ELEVATION DETAIL
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
RAMP FRAMING PLAN
SCALE
4.2
03
.3
00
.4
03
.3
03
.3
0
GROUND FLR FFL
NGL
2ND FLR FFL
ROOFDECK FFL
3RD FLR FFL
4TH FLR FFL
1.0
0
SPIRAL RAMP
SPIRAL RAMP
SPIRAL RAMP
S
ID
E
W
A
L
K
S
ID
E
W
A
L
K
S
ID
E
W
A
L
K
S
ID
E
W
A
L
K
SPIRAL RAMP
TYPICAL 2ND TO ROOFDECK
1 2 3 4 5 6
PEDESTRIAN LANE
CAR RAMP
6" THK CHB RAMP WALL
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
RAMP ELEVATIONSECTION
NOT TO SCALE
C-PURLINS SPACED@ 0.60M O.C
ROOF FRAMING PLAN
RAFTER DETAIL
NOT TO SCALE
S-10
12MM∅ RSB@ 400 BOTHWAYS
20
0
12MM∅ RSB@ 250 O.C BOTHVERT. & HOR.
4-16MM∅ SIDE
BARS
7-20MM∅ TOP
BARS
7-20MM∅ BOTTOM
BARS
S1
SEE DETAIL
S2
B-4 B-4
R A M P D E T A I L
NOT TO SCALE
SEE DETAIL
E
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C
D
F
G
H
I
J
K
1 3 4 5 6
B
4
B
4
B
4
B
4
B
3
B
4
B
3
B4
B
3
B
4
B
3
B4
B4
B7
B7
5.00
10.00
5.00
NOT TO SCALE
A
C
6
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
1.138.0010.93
RAFT
ER
RAFT
ER
RAFT
ER
2.03.90
.90.90
7.50
RIB TYPE ROOFINGW PRE-PAINTEDGUTTER (PNP BLUE)
RB
50MM x 150MMC - RAFTER
50 x 75mmC-PURLINS BAR SPACED
@ 0.60M O.C.
2.00 2.00 2.00 2.00RA
FTER
RAFT
ER
NOT TO SCALE
S2 S4S4
ALONG THE SHORT SPANALONG THE LONG
@ DISTANCE S5 FROM THE FACE
BOTTOM BAR SHALL BE
SUPPORTING MEMBER
CUT-OFF W RATIO 1 OF 3
2- 10Ø TIE BAR
(CONTINUOUS)
TYP. FRAMING PLAN OF TWO WAY SLABSHOWING TOP BAR REINFORCEMENT
SHALL BE SPACED 43 TIMES
BOTTOM BARS @ COLUMN STRIP
SECTION "B"
THE MIDDLE STRIP
BEAM OR
WALL
L4 SPAN "A"
BEAM OR
WALL
SECTION "A"
STRIP
BOTTOM BARS @
MIDDLE STRIP
S5
STRIP
MIDDLE
SHORT SPAN "S"
S2S4
COL
STRIP
S5
S4
COL
SEE SCHEDULE
BOTTOM BARS ALONG SHORT SPAN
BOTTOM BARS ALONG THE LONG SPAN DIRECTION
SHORT SPAN "A" = S
SPAN "A"
010 TIE BARS2
TOP BARS DISCONT. (TBD)
OR L4 SPAN "B"
*L4 SPAN "A"
L4
(SEE SCHEDULE)
BOTTOM BARS ALONG THE LONG SPAN
SMALLER SPACING SHALL GOVERN.
DIFFER AT THEIR COMMON SUPPORT THE
1. IF TOP BARS OF ADJACENT SLABS
LO
NG
S
PA
N "L"
NOTES:
A
(SEE SCHEDULE)
ALONG THE SHORT SPAN
TOP BARS DISCONT.
BOTTOM BARS ALONG
PLAN
THE SHORT SPAN
(SEE SCHEDULE)
SPAN DIRECTION
(SEE SCHEDULE)
fy' = 40,00 psi (Ø10)
fy' = 60,00 psi (Ø12 & LARGER)
SHOWING BOTTOM BAR REINFORCEMENT
fc' = 6000 psi
* WHICHEVER IS LARGER GOVERN.
TYP. FRAMING PLAN OF TWO WAY SLAB
LO
NG
C
LE
AR
S
PA
N "L
"
MID
DLE
ST
RIP
L2
ST
RIP
CO
L
L4
TOP BARS CONT. (TBC)
*L4 SPAN "A"
OR L4 SPAN "B"
SHORT SPAN "B" = S
SPAN "B"
010 TIE BARS2
BOTTOM BARS (BB)
ST
RIP
CO
L
L4
PLAN
SHORT CLEAR SPAN "S"
4
S
STRIP
COL
2
S
STRIP
MIDDLE
4
S
STRIP
COL
LO
NG
C
LE
AR
S
PA
N "L
"
ST
RIP
CO
L
L4
ST
RIP
MID
DL
E
ST
RIP
L4
CO
L
PLAN
NOTE:
SHORT SPAN "S"
TOP BARS DISCONT.
TOP BARS CONTINUOUS
SHORT SPAN "S"
SHORT CLEAR SPAN "S"
COL
STRIP
MIDDLE COL
STRIP
STRIP
TYPICAL ONE-WAY R.C. SLAB DETAIL
NOT TO SCALE
DETAIL OF BEAM
NOT TO SCALE
TYPICAL TWO-WAY R.C. SLAB DETAIL
NOT TO SCALE
A
BEAM
T
6h
PART OF STRAIGHT
BOTTOM BARS
PART OF BEND UP BARS
EXTENDED TO ADJACENT SLAB
BEAM
PART OF STRAIGHT
BOTTOM BARS
45°
6h
PART OF BEND UP BARS
EXTENDED TO ADJACENT SLAB
T
T
L5
L4
6h
T
CHANGE IN SLAB ELEVATION
CHANGE IN SLAB ELEVATION
(TWO-WAY SLABS)
(ONE-WAY SLABS)
1
6
OPENING (UNFRAMED)
TYPICAL DETAIL OF SLAB
@ OPENING PLUS
BARS INTERRUPTED
ADD 12 THE NO OF
1 (ONE) @ 75 O.C.
OPENEACH CORNER
ADD 1-16 ∅
EACH FACE
FOR OPENINGS
NOT TO SCALENOT TO SCALE
NOT TO SCALE
h
7
5
0
7
5
0
75
0
(T
YP
.)
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANESABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
NATURAL
GRADE LINE
10Ø @ 300
600 EACH WAY
WALL W/ 10Ø @
150 THK. CHB
(TYPICAL)
3-10Ø
750
(MIN
.)
200
400
150
10Ø @ 300
3-10Ø
10Ø @ 350
EACH WAY
100 THK. SLAB
ON GRADE W
600 EACH WAY
(TYPICAL)
WALL W/ 10Ø @
100 THK. CHB
300
100
100
100 100
300
WF-2 DETAIL
NTS
WF-1 DETAIL
NTS
100
W A L L F O O T I N G D E T A I L
1:100MSCALE
S-11
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
t3
t3t3
25mm
SUSPENDED SLAB CONSTRUCTION
NOT TO SCALE
10MM∅ X 1000MM LONG @ 300MM O.C.
MAIN REINFORCEMENTS
TO BE CONTINOUS
REST @ 300
10∅ STIRR 1@50;
REST @ 300
10∅ STIRR 1@50;
4.00M
MAX SPAN
3.50M
MAX SPAN
2.50M
MAX SPAN
1.20M
MAX SPAN
2-12∅
2-16∅
2-16∅
2-12∅
2-12∅
12∅
(EXTEND 0.30M. FROM EDGES OF MASONRY OPENINGS)
ABOVE DOOR WINDOW OPENINGS ON CHB WALL
LINTEL BEAM SCHEDULE
200
200 30
0 350
150150150150
NOT TO SCALE
CONCRETE FILL
RC COLUMN
OR RC WALL
CONTROL JOINT DETAIL
ON EXPOSED FACE WALL
RAKE PUT MORTAR 19
AND FILL WITH CAULKING
COMPOUND
AT SHEAR STRESS POINTS
WITH ENGINEERS APPROVAL
PROVIDE SHEAR RODS
AND APPLY CLEAN CEMENT GROUT BEFORE
CLEAN CONSTRUCTION JOINT THOROUGHLY
PLACEMENT OF ADJACENT CONCRETE
MAIN REINFORCEMENTS
TYPICAL CONSTRUCTION JOINTS
TO BE CONTINUOUS
13
t
t
40D48
LAP
t
MAIN REINFORCEMENT
TO BE CONTINUOUS
48
t3
t2
CONN. DETAIL 150 mm THK
CHB WALL TO R.C. SLAB
CHB WALL INTERSECTION
WITH FLOOR BEAMS
BEAM
FLOOR
LINE
FLOOR
(TYP.)
SYTROPOR
25X75 WIDE
@600 FOR 150THK CHB
@800 FOR 100THK CHB
10∅ DOWELS
CHB PLAN AT CORNER & INTERSECTIONS
SEE CONTROL
JOINT DETAILS
10∅ X 900 LONG
@800 FOR 100THK CHB
@600 FOR 150THK CHB
DOWELS
JOINT DETAILS
SEE CONTROL
RC SLAB
10∅ X 900 LONG
@600 FOR 150THK CHB
@800 FOR 100THK CHB
DOWELS
1@ 50 REST @250
WITH 10 ∅ STIRRUP
4-10 ∅ CONT.BAR
@ 600 O.C.
10∅ @300
2-12∅
DETAIL AT DOOR OPENING
CHB WALL
150100 THK
10 ∅ CONTINUOUS
10 ∅ DOWELS
BAR
WITH 10∅ mm @ 600
150 THK CHB WALL
O.C. EACHWAY
RC SLAB OR BEAM
75 WIDE STYROPOR
PLASTER
DOWELS
10 ∅ @600
PROVIDE SEALANT
BEAM
DEP
TH
BEAM
DEP
TH
6h
6h
TOP BARS
BOTTOM BARS
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CHANGE IN BEAM ELEVATION
NOT TO SCALE
STYROPOR
@ 250 O.C.
LINTEL BEAM WITH
CHB THICKNESS X .40m
AND 10∅ STIRRUPS
4-16∅ BARS
10∅ VERTICAL BARS
@800 FOR 100THK CHB
@600 FOR 150THK CHB
@800 FOR 100THK CHB
10∅ HORIZONTAL BARS
DOWELS
FINISH FLOOR LINE
@600 FOR 150THK CHB
CONCRETE COLUMN
OR WALL
(TYP.)
BOTTOM OF BEAM
CONTROL JOINT
DOWELS
STYROPOR (TYP)
75 WIDE X 25 THK
CONCRETE BEAM
OR SLAB
25X75 WIDE
PLASTER
PROVIDE SEALANT
NOT TO SCALE
NOT TO SCALE
STYROPOR
@ 250 O.C.
LINTEL BEAM WITH
CHB THICKNESS X .40m
AND 10∅ STIRRUPS
4-16∅ BARS
10∅ VERTICAL BARS
@800 FOR 100THK CHB
@600 FOR 150THK CHB
@800 FOR 100THK CHB
10∅ HORIZONTAL BARS
DOWELS
FINISH FLOOR LINE
@600 FOR 150THK CHB
CHB WALL ELEVATION & TYPICAL
CONCRETE COLUMN
OR WALL
CHB WALL SECTON
(TYP.)
BOTTOM OF BEAM
CONTROL JOINT
DOWELS
STYROPOR (TYP)
75 WIDE X 25 THK
CONCRETE BEAM
OR SLAB
25X75 WIDE
PLASTER
PROVIDE SEALANT
NOT TO SCALE
100
15
0
75
25
75
20
0
25
45
0
(T
YP
)
10
0
200
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
S-12
JOINT DETAIL
LINTEL BEAM DETAIL
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING
4.5
02
.5
0
UP
2
6
K
J
W1
1
8.00
23456789
10
11
121314151617
0.30TREAD2.40
STAIR STEPS1.45
STAIRLANDING
2
6
2
6
2
6
123456789
10
11121314151617
UP
DN
0.30TREAD2.40
STAIR STEPS1.45
STAIRLANDING
GROUND FLOOR SECOND FLOOR THIRD FLOOR ROOF DECK FLOOR
0.30TREAD4.80
STAIR STEPS1.45
STAIRLANDING
0.30TREAD2.40
STAIR STEPS1.45
STAIRLANDING
L
M
MANUEL G FABROS
LOCATION:
PROJECT TITLE :PROJECT TITLE :PREPARED BY:
POLICE CHIEF INSPECTOR
CHIEF, PLANS & DESIGN SECTION
FERDINAND S MAGALLANES ABELARDO C MATILLANO
DEPUTY DIRECTOR, ENGINEERING SERVICE
CHECKED BY:
ACTING CHIEF, INFRASTRUCTURE DIVISION
POLICE SUPERINTENDENT
PROJECT TITLE :
SHEET NO.
PNP GRANDSTAND, CAMP CRAME, QUEZON CITY
PROJECT TITLE :
CHIEF OF STAFF, ENGINEERING SERVICE
POLICE SENIOR SUPERINTENDENT
RECOMMEND APPROVAL:APPROVED BY:
SUBMITTED BY:
POLICE SENIOR SUPERINTENDENT
ANTONIO A TAYLAN, JR
POLICE CHIEF SUPERINTENDENT
±0.
18 M
RISE
R
0.30 MTREAD
0.125
1-10MMØ NOZING BAR W/10MMØ TIES @ 300 MM.O.C.
TEMP. BARS (TYP.) 10MMØ @ 300 MM. O.C.
12MMØ @ 100 MM. O.C.BOTT. BARS (TYP.)
0.30 MTREAD
0.90
MHT
. OF
HAND
RAIL
SQUARE BAR GRILLSPAINTED FIN.
CONCRETE STAIRSEE STRUC. DET.
FLR. FIN.
B2- SEESTRUC. DET.
FLOOR TILEFIN.
0. 1
8 M
RISE
R2" NON-SLIP BRASS NOZING
0.05
0.05
HANDRAIL2"Ø STAINLESS
0.05
S T A I R D E T A I L P L A N
NOT TO SCALE
8.00 8.00 8.00
S T A I R E L E V A T I O N
NOT TO SCALE
TYPICAL HANDRAIL DETAIL
NOT TO SCALE
S T E P S D E T A IL
NOT TO SCALE
2
6
0.30TREAD4.80
STAIR STEPS1.45
STAIRLANDING
8.00
FOURTH FLOOR
S-13
4.20
.60
3.50
0.125
.20
.70
GROUND FLR FFL
NGL
SECOND FLR FFL
THIRD FLR FFL
12MMØ @ 100 MM. O.C.BOTT. BARS (TYP.)
10MMØ @ 300 MM. O.C.TEMP. BARS (TYP.)
.80
VERT. BARS E.F. (TYP.) 12MMØ @ 300MM. O.C.
HOR. BARS E.F. (TYP.) 10MMØ @ 300MM. O.C.
4-10MMØ TEMP. BARS SPACED AS SHOWN
BOTHWAYS 12MMØ @ 250MM. O.C.
2.40STEPS WIDTH
12
34
56
78
1213
1415
16 17
12
34
56
78
1112
1314
1516
17
0.30TREAD
0.19
RISE
R
0.18
RISE
R
SEE STEPS
DETAIL
3.50
FOURTH FLR FFL
LANDING
LANDING
1.45LANDING
3.50
ROOFDECK FLR FFL
910
11
1819
20
910
1819
12
34
56
78
LANDING911
1213
1415
16170.
18RI
SER 18
191
23
45
67
8
LANDING911
1213
1415
16170.
18RI
SER 18
1819201819
123456789
10
11121314151617
UP
DN1819
123456789
10
11121314151617
UP
DN1819
123456789
10
11121314151617
DN1819
HONORIO R AGNILA
DIRECTOR, ENGINEERING SERVICE
CONSTRUCTION OF MULTI-LEVEL PARKING