combinepdf (24).pdf

CIVIL ENGINEER:
LOCATION:
SHEET CONTENTS :
TITLE :
PERSPECTIVE
SITE DEVELOPMENT PLAN
LAND USE AND ZONING
LINE AND GRADE
ARCHITECTURAL
STRUCTURAL
SANITARY
ELECTRICAL
MECHANICAL
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
APPROVED BY:
SCALE:
2
NTS
A 1
AGUTAY, MAGDIWANG, ROMBLON
CHEREN RIANO
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
A
5
1
TABLE OF CONTENTS
1-A5 PERSPECTIVE
2-A5 FLOOR PLAN
LEFT SIDE ELEVATION
RIGHT SIDE ELEVATION
REAR ELEVATION
TYPICAL CHB CONNECTION DETAIL
4-S6 FOUNDATION PLAN
5-S6
TRUSS DETAIL
ARCHITECTURAL
STRUCTURAL
1-S6
FRONT ELEVATION
STRUCTURAL DESIGN CRITERIA
2-S6
3-S6
FOUNDATION DETAILS
SCHEDULE OF DOORS AND WINDOWS
5-A5
1-E3 TYPE OF FIXTURES
LIGHTING LAYOUT
3-E3 SINGLE LINE DIAGRAM
ELECTRICAL
PLUMBING
POWER LAYOUT
ROOF FRAMING PLAN
2-E3
COUNTRY NAME
PROJECT NAME
OWNER
SITE LOCATION
SITE AREA
TOTAL FLOOR AREA
STRUCTURE
BUILDING HEIGHT ONE STOREY
CONCRETE AND STEEL /OR/ WOOD
SEE SITE PLANS
PROPOSED TWO-BEDROOM RESIDENTIAL BUILDING
THE REPUBLIC OF THE PHILIPPINES
DESCRIPTION OF PROJECT:
77.00 SQM
CHEREN RIANO
PERSPECTIVE
SCALE:
1
A 1 NTS
BEAM DETAIL
1-P3 POTABLE WATER LINE LAYOUT
SANITARY PIPELINE LAYOUT
3-P3 SEPTIC VAULT DETAILED
WATER METER DETAILED
DRAIN INSTALLATION DETAIL
INSTALLATION DETAILED FOR WATER
INSTALLATION DETAILED FOR SINK
CLOSET
CATCH BASIN DETAILED
2-P3
ROOF PLAN
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING
OFFICIAL
PROVINCE OF ROMBLON
MUNICIPALITY OF MAGDIWANG
JOHN REY R. RELOX
JOHN REY R. RELOX
PROPOSED TWO-BEDROOM
RESIDENTIAL BUILDING
N A T I O N A L R O A D
3-A5
4-A5
6-S6
13.20
1.50
9.20

LIVING
AREA
MASTER
BEDROOM
BEDROOM-1
TOILET
KITCHEN
AREA
PORCH
DINING AREA
W-1
W-2
D-1
W-1
W-1
W-1
W-1
W-3
D-2
D-2
D-2
D-3
4.75
4.25
2.00
3.50
3.50
1.50
4.75
4.25
2.00
1.50
1.50
2.00
3.50
7.00
11.00
FLOOR PLAN
SCALE: 1:100 MTS
1
A 2
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FLOOR PLAN
DATE :
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OWNER
A
5
2
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

0.40
3.00
2.70
1.70
TOP OF ROOF LINE
NATURAL GRADE LINE
GROUND FLOOR LINE
TOP OF ROOF BEAM LINE
CEILING LINE
5.10
APEX LINE
4.60
2.85 1.75
0.40
3.00
2.70
1.70
TOP OF ROOF LINE
NATURAL GRADE LINE
GROUND FLOOR LINE
CEILING LINE
5.10
APEX LINE
13.20 1.50
LOCATION:
SHEET CONTENT :
TITLE :
FRONT ELEVATION
LEFT SIDE ELEVATION
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
FRONT ELEVATION
SCALE: 1:100 MTS
1
A 3
LEFT SIDE ELEVATION
SCALE: 1:100 MTS
2
A 3
A
5
3
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

0.40
3.00
2.70
1.70
TOP OF ROOF LINE
NATURAL GRADE LINE
GROUND FLOOR LINE
CEILING LINE
5.10
APEX LINE
4.60 2.85
1.75
0.40
3.00
2.70
1.70
TOP OF ROOF LINE
NATURAL GRADE LINE
GROUND FLOOR LINE
CEILING LINE
5.10
APEX LINE
13.20
1.50
LOCATION:
SHEET CONTENT :
TITLE :
REAR ELEVATION
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
A
5
4
SCALE: 1:100 MTS
1
A 4
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
JOHN REY R. RELOX
REAR ELEVATION
SCALE:
2
A 4 1:100 MTS
CHEREN RIANO

LOCATION:
SHEET CONTENT :
TITLE :
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
JOHN REY R. RELOX
OWNER
SCHEDULE OF DOORS AND
WINDOWS
A
5
5
SCHEDULE OF DOORS AND WINDOWS
SCALE: 1:50 MTS
1
A 5
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
0.80 0.60
1.20
1.60 0.80
0.40
0.50
1.80
1.70
WOODEN PANEL DOOR
REQUIRED SETS: 1 SETS
LOCATION: PORCH
PVC DOOR
LOCATION: TOILET
WOODEN PANEL DOOR
LOCATION: BEDROOM & KITCHEN
SLIDING WINDOW GLASS W
¼THK
TINTED WHITE COLOR
FIXED WINDOW GLASS W
¼THK
TINTED WHITE COLOR
SLIDING WINDOW GLASS W
¼THK
TINTED WHITE COLOR
GROUND FLOOR LINE
W-1
D-1 W-2 W-3
D-2 D-3
F
0.90
2.10
CHEREN RIANO

SWITCH (3-WAY)
Color Coded
Metal Conduit
Under floor duct
Rigid vinyl tube
Metal duct (raceway, lighting duct, etc.)
NOTE : " " indicates selection
Aerial
Underground
Super high tension
High tension
Low tension
3. ELECTRICAL LIGHTING
3.1 Wiring
Wiring method :
2.1 Frequency
50 Hz
60 Hz
2. ELECTRICAL SYSTEM
3.2 Distribution Panel
600v CV
Fire proof cable
HIV
WF
600v IV
ELECTRICAL NOTES :
LIGHTING FIXTURE
1. POWER RECEIVING SYSTEM
Aerial and underground
2.2 Lighting and Power Line
1.1 Voltages and Lead-in Methods (Works by the Owner)
Single-phase 2-wire : AC 220V
Based on Local Specifications
MELAMINE RESIN
PLASTIC
WALL PLATE
FINISH
PLASTIC
WALL PLATE
MALE SOCKET PLUG
SCREW TYPE
RECEPTACLE
PORCELAIN
Hook type
With earth pole
Stainless Steel
Single receptacle
With earth terminal
High tension stand
Receptacle: Gang receptacle
With insulated frame
drawings, they can be used upon approval of the sample
made within the range of the contracted amount.
Heavy fixture shall be suspended with inserts and
Slight modification of the design of the fixture may be
SWITCH (1 - WAY X 2)
for good appearance and structural strength.
with waterproof ballasts and sockets.
not distart or drop due to heat.
The metallic parts of the material shall be thick enough
All fluorescent lamps shall be provided with the noise
prevention devices and the sockets be generally of
The fixture specified as waterproof shall be equipped
The effect of illumination must be taken into account
for the covers and globes of the fixture and they shall
All the fixture must be provided with wire connection
terminals. The fixture which are to be regulated by
the Building Standards Act shall be given special
consideration so as not to violate the acts and
Fluorescent lamps of 20 watts or more (except for
circular lamps) shall be of high power factor type and
those of 40 watts or more shall be of rapid start type.
In sites where there is no supply of electricity (not energized).
Lighting Fixture shall not be supplied and installed.
suspension bolts from the slab.
The shop drawing of each fixture must be prepared in
accordance with the drawing and shall be approved by
the Supervisor prior to the fabrication and installation.
If ready made fixture are similar to those shown in the
shall be easy to open provided
tests must be possible without
used for branch lines, section
SWITCH (1 - WAY)
but semi flush mount type
of installations.
switch must be provided at
If single pole breakers are
removing the front panel.
with lock set and isolation
according to the conditions
each circuit.
finish with specified color,
front panel and provided at
each circuit.
Material and Finish: Steel plate melamine baked
Structure:In principle the front panel
Type: Wall mount type in principle
STEEL
4.3 Fluorescent Lamps
regulations.
Note:
by the Supervisor.
4.1 GENERAL
4. LIGHTING FIXTURE
the turret type.
4.2 Structure, Material and Finish
Cover plate:
Resin
3.3 Receptacles
OUTLET
CEILING OUTLET
Cable
Wiring method :
PLASTIC
WALL PLATE
PLASTIC
WALL PLATE
TYPE OF FIXTURES
SCALE N T S
1
E 1
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TYPE OF FIXTURES
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
E
3
1
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

LIVING
AREA
MASTER
BEDROOM
BEDROOM-1
TOILET
KITCHEN
AREA
PORCH
DINING AREA
W-1
W-2
D-1
W-1
W-1
W-1
W-1
W-3
D-2
D-2
D-2
D-3
LIVING
AREA
MASTER
BEDROOM
BEDROOM-1
TOILET
KITCHEN
AREA
PORCH
DINING AREA
W-1
W-2
D-1
W-1
W-1
W-1
W-1
W-3
D-2
D-2
D-2
D-3
S1
S2
S2
S1
S1
S2
1
2
3
4
CIVIL ENGINEER:
PTR # :
PLACE ISSUED :
DATE ISSUED :
APPROVED BY:
PRC # :
VALID UNTIL :
LOCATION:
SHEET CONTENT :
TITLE :
LIGHTING LAYOUT
POWER LAYOUT
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
E
3
2
POWER LAYOUT
SCALE 1:100 M
2
E 2
LIGHTING LAYOUT
SCALE 1:100 M
1
E 2
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

LEGEND :
JUNCTION BOX
PANEL BOARD
UNDERGROUND WIRING
SERVICE ENTRANCE CAP
INCOMING ELECTRIC
SWITCH LINE
SWITCH (DOUBLE)
OUTLET SOCKET
TO PANEL BOARD
SWITCH (3 WAY)
LIGHTING FIXTURE (FL 40W X 1)
CIRCUIT LINE
INSULATED, PVC JACKETED CABLE
S3W
FOR LINE TO GROUND
ELECTRICAL CONNECTION
GROUND
WHERE APPLICABLE
NGL
220 V AC
HOUR METER
1Ø 60 CYC
CONCRETE POST
KILOWATT
M
1,500
MAX.
JUNCTION BOX
4" X 4"
(W.P)
SINGLE LINE DIAGRAM
S2
SWITCH (SINGLE)
S1
SCALE NTS
1
E 3
120
100
120
NGL
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TITLE :
SINGLE LINE DIAGRAM
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
E
3
3
JOHN REY R. RELOX
JOHN REY R. RELOX
VARIES
1.80 M
1.50 M
SCHEDULE OF LOADS
CKT. NO. NO. DESCRIPTION WATTS VOLTS AMPERE SIZE OF WIRE SIZE OF CONDUIT CB RATING
TOTAL 10.17 A MAIN FEEDER LINE: I = 10.17 X 80% DEMAND FACTOR = 8.14 AMP
T
CHEREN RIANO

LIVING
AREA
MASTER
BEDROOM
BEDROOM-1
TOILET
KITCHEN
AREA
PORCH
DINING AREA
W-1
W-2
D-1
W-1
W-1
W-1
W-1
W-3
D-2
D-2
D-2
D-3
LIVING
AREA
MASTER
BEDROOM
BEDROOM-1
TOILET
KITCHEN
AREA
PORCH
DINING AREA
W-1
W-2
D-1
W-1
W-1
W-1
W-1
W-3
D-2
D-2
D-2
D-3
M
FROM
WATER
SUPPLY
25mmØ UPVC BLUE
WATER SUPPLY PIPE
SEPTIC TANK
(SEE DETAILS)
C.O
C.O
75mmØ UPVC ORANGE SANITARY LINE
POTABLE WATERLINE LAYOUT
SCALE 1:100 M
1
P 1
LOCATION:
SHEET CONTENT :
TITLE :
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
JOHN REY R. RELOX
OWNER
P
3
1
POTABLE WATERLINE LAYOUT
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
SANITARY PIPELINE LAYOUT
SCALE 1:100 M
2
P 1
JOHN REY R. RELOX
CHEREN RIANO

0.60
0.60
0.30
0.075
0.60
0.10
0.80
SCALE 1:25 M
3
P 2
LOCATION:
SHEET CONTENT :
TITLE :
INSTALLATION DETAILED FOR WATER CLOSET
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
0.47
0.21
0.21
0.30
0.55
0.15
desague
Salida para
0.47
0.10
0.55
0.10
SCALE NTS
2
P 2
INSTALLATION DETAILED FOR WATER CLOSET
SCALE NTS
1
P 2
P
3
2
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

SEPTIC VAULT DETAILED
SCALE 1:25 M
1
P 3
LOCATION:
SHEET CONTENT :
TITLE :
SEPTIC VAULT DETAILED
STANDARD HEIGHT OF FIXTURE
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
P
3
3
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
SCALE 1:25 M
2
P 3
0.90
1.60
1.30
0.40 0.40 0.40
1.50
0.15
0.20
0.20
0.95
0.15
2.00
MANHOLE/ 10m. THK. CONC. SLAB W/ 10mm
Ø DRB AT 0.20mm O. C. BOTHWAYS
4"Ø OUTLET PIPE TO ESTERO,
STREET GUTTER OR DISPOSAL
FIELD
0.40 x 0.40
MANHOLE
0.40 x 0.40
MANHOLE
4"Ø INLET
PIPE
0.10 m. THK. CONC. SLAB w/ 12
mm. Ø DRB AT 0.20 m. O.C.
BOTHWAYS
C. O. C. O. C. O.
WATER LEVEL WATER LEVEL
10mm Ø DRB AT 0.80m.
O.C. BOTHWAYS ON 4"
THK. CHB w/ SMOOTH FIN.
D I G E S T I V E C H A M B E R
LEACHING WELL
O U T L E T
I N L E T
.10 m. THK. CONC. SLAB
W/ 10 mm.Ø DRB AT 0.60 m.
O.C. BOTHWAYS
F I N E G R A V E L
25
SLOPE SLOPE
STANDARD HEIGHT OF FIXTURES
FROM FLOOR TO TOP OF RIM
POSITION
FIXTURE
BUILT IN LAV. SINK
LAVATORY SINK
WATER CLOSET
HEIGHT(mm)
750
445
800
DRAIN INSTALLATION DETAIL
SCALE NTS
3
P 3
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

LOCATION:
SHEET CONTENT :
TITLE : DESIGNED BY :
DRAWN BY :
DATE :
CHECKED BY :
APPROVED BY :
DESIGN LOADS
OWNER
UNIT WEIGHT=16 KN/CU.M (ASSUMED)
ZONE 1 V=200 KPH Qs=2 KPa
ROOF ELEMENTS 1.30 OUTWARD
WINDWARD ROOF 0.90 OUTWARD
NORMAL FORCE METHOD IS USED TO COMPUTE WIND PRESSURE EFFECTS
CASE A: Qa = 5 T/SQ.M. (49.10 KPa)
CASE A: Qa = 8 T/SQ.M. (78.50 KPa)
V=(0.40*1.00*2.75/5)*W=0.22*W, Kn
C=1.25*1.5/(0.339^2/3)=3.86 > 2.75
T=0.075*7.5^3/4=0.339 SEC.
Ct=0.075 FOR RCMRSF
S=1.5, SITE COEFFICIENT
C=1.25*S/(T^2/3) < 2.75
Rw=5.0, OMRSF, CONCRETE
1=1.00, STANDARD OCCUPANCY STRUCTURE
Z=0.40, ZONE COEFFICIENT
V=(Z*1*C/Rw)*W (BASE SHEAR, Kn) ZONE 4
USE C=2.75
T=Ct*Hn^3/4 SEC.
Hn=7.5M.
WALL ELEMENTS 1.20 INWARD
3.2. ELEMENTS AND COMPONENTS
LEEWARD ROOF 0.70 INWARD
LEEWARD WALL 0.50 OUTWARD
WINDWARD WALL 0.80 INWARD
THE DIFFERENT Cq VALUES ARE AS FOLLOWS:
P=1.17*2.0*1.00*Cq=2.34*Cq (KPa)
l=1.0, STANDARD OCCUPANCY STRUCTURES
EXPOSURE C, WHERE Ca AVG.=1.17
ROOFS:
3.1. PRIMARY FRAMES
WALLS:
SG 671 SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS BY
ASTM C39 METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOULDED CONCRETE CYLINDERS
SOIL (SELF-WEIGHT) 16 KN/CU.M
P=Ce+l+Qs+Cq (BASIC WIND PRESSURE, KPa)
BALCONY. 3.90 KPa
RESIDENTIAL 2.00 KPa
OVER 60 0.60 KPa
21 TO 60 0.70 KPa
0 TO 20 0.80 KPa
TRIBUTARY LOADED AREA (SQ.M.)
ROOF LIVE LOAD (30 DEGREES SLOPE)
TOPPING/FINISH 0.80 KPa
STEEL (SELF-WEIGHT) 77 KN/CU.M
WATER (SELF-WEIGHT) 9.81 KN/CU.M
FLOOR LIVE LOAD
STEEL TRUSSES 0.20 KPa
STEEL PURLINS 0.10 KPa
METAL ROOFING, GA. 23 0.15 KPa
CHB WALLS, 4" THK 1.92 KPa
CHB WALLS, 6" THK 2.73 KPa
CEILING, FIXTURES, ETC. 0.20 KPa
CONC COL, BEAMS (SELF WEIGHT) 24 KN/CU.M
AMERICAN IRON AND STEEL INSTITUTE
ASTM C150 PORTLAND CEMENT
ASTM C94 READY-MIXED CONCRETE
ASTM C33 CONCRETE AGGREGATES
ASTM A615 DEFORMED AND PLAIN STEEL BARS FOR CONCRETE REINFORCEMENT
ASTM A611 STEEL, SHEET, CARBON, COLD-ROLLED,STRUCTURAL QUALITY
ASTM A36 BUILDING CODE REQUIREMENTS FOR STRUCTURAL STEEL
ACI 318-89, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE UNIFORM BUILDING CODE, 1988
NATIONAL STRUCTURAL CODE OF THE PHILIPPINES, 1992 EDITION
1. STRUCTURAL DESIGN CRITERIA
CODES AND STANDARDS
1. GOVERNING CODES:
2. GOVERNING STANDARDS:
DESIGN LOADS
1. DEAD LOADS
2. LIVE LOADS
3. WIND LOADS
4. SEISMIC LOAD
5. SOIL PROPERTIES (ACTUAL SHOULD BE VERIFIED)
S
6
1
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

LOCATION:
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DATE :
DESIGNED BY :
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OWNER
HORIZONTAL SPACING: AT EVERY 3 LAYERS
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY CODE (AWS D 1.1)
ITEM IS NOT SHOWN ON THE CONTRACT DRAWINGS.
UNLESS INDICATED OTHERWISE, WELDING ELECTRODES SHALL BE E60 XX.
FOR 100MM THK CHB: USE 10MM¢ REBARS
4. FOR 150MM THK CHB: USE 12MM¢ REBARS
3. ALL CELLS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT.
SHALL BE 450 PSI (3.10 Mpa) OF ITS NET AREA.
2. RECOMMENDED COMPRESSIVE STRENGTH OF CONCRETE HOLLOW BLOCKS
STACK BOND SHALL BE USED ONLY WHEN SPECIFIED.
RUNNING BOND (INTERLOCKING COURSE) WITH FULL MORTAR BEDDING,
1. ALL CONCRETE HOLLOW BLOCKS MASONRY WALLS SHALL BE LAID IN
4. ALL BOLTS AND TREADED FASTENERS SHALL BE ASTM A307 UNLESS
VERTICAL SPACING: 600MM
OTHERWISE NOTED.
REQUIRED FOR THE COMPLETION OF THE STRUCTURE EVEN IF EVERY SUCH
2. CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTORS, ETC.
OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE 9TH EDITION
THE TABULATED VALUES OF SPLICE LENGTH.
AND THE SPLICE LENGTH SHALL NOT BE LESS THAN WHAT IS INDICATED IN
6. LAP SPLICES SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN HEIGHT,
COLUMN. AT LEAST TWO CLOSED STIRRUP TIES SHALL BE PROVIDED AT ALL
DISTANCE OF TWICE THE BEAM/GIRDER DEPTH FROM THE FACE OF THE
INTO COLUMNS SHALL NOT BE LOCATED WITHIN THE COLUMN NOR WITHIN A
5. SPLICES REQUIRED IN THE REINFORCEMENT OF BEAMS/GIRDERS FRAMING
UNLESS OTHERWISE NOTED OR SHOWN.
WHEREVER POSSIBLE.
SPLICES.
BEAMS AND COLUMNS 40 MM
SLABS AND WALLS 20 MM
OTHER BARS 50 MM
16¢ BARS OR SMALLER 40 MM
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 75MM
SPLICES SHALL LAP A MINIMUM OF 40 BAR DIA AND SHALL BE STAGGERED
DETAILS. FOR NON-STRUCTURAL WALLS, MASONRY WALLS, AND SLBSM
CONCRETE BEAMS, COLUMNS, AND WALLS SHALL BE AS SHOWN IN THE
4. BAR SPLICES SHALL BE SECURELY WIRED TOGETHER, SPLICES IN REINFORCED
BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT.
3. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED
2. REINFORCING BARS SHALL BE FREE OF RUST, GREASE, OR OTHER MATERIALS
C. FORMED SURFACES NOT EXPOSED DIRECTLY TO EARTH OR WEATHER
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER
1. MINIMUM CONCRETE COVER TO ALL REINFORCING BARS SHALL BE AS FOLLOWS:
LIKELY TO IMPAIR BOND.
7. ALL BAR DIAMETERS AND SPACINGS ARE IN MM UNLESS OTHERWISE NOTED.
6. ALL DIMENSIONS ARE IN METRIC SYSTEM UNLESS OTHERWISE NOTED.
CONCRETE, ETC.
PLUMBING & SPECIFICATIONS.
6. MASONRY REINFORCING STEEL YIELD STRENGTH (fy): 275 MPa (40000 PSI)
5. MASONRY CONCRETE GROUP COMPRESSIVE STRENGTH (fc'): 13.8 MPa (2000 PSI)
4. MASONRY COMPRESSIVE ULTIMATE STRENGTH (fm): 3.10 Mpa (450 PSI)
3. STRUCTURAL STEEL YIELD STRENGTH (fy): 248 Mpa (36000 PSI)
2. REINFORCING STEEL YIELD STRENGTH (fy): 206.84 Mpa (33000 PSI)
5. GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED.
4. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS, AND DETAILS.
SHALL INCLUDE BUT NOT BE LIMITED TO BRACING AND SHORING FOR LOADS IMPOSED DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT NEW AND EXISTING CONSTRUCTION. THIS
AND DIMENSIONS OF OPENINGS, GROOVES, REGLETS, PIPE SLEEVES, CONDUITS, EMBEDDED OR ATTACHED ITEMS TO
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE, WHICH SHALL INCLUDE THE LOCATION
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL, SANITARY,
BEAMS , COLUMNS, SLAB ON GRADE, & OTHERS
1. CONCRETE COMPRESSIVE STRENGTH (fc') 20 MP (3000 PSI) FOR FOOTINGS, GRADE BEAMS, ROOF
DESIGN MATERIAL STRESSES:
ll. CONSTRUCTION NOTES:
GENERAL
CONCRETE
STRUCTURAL STEEL:
MASONRY:
1. STRUCTURAL DESIGN CRITERIA
CONSTRUCTION NOTES:
S
6
2
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

LOCATION:
SHEET CONTENT :
TITLE :
TYPICAL LINTEL BEAM DETAIL
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
DETAILING DIM
90 ° HOOK
ldh ( MM )
AT BEAM (LOCATION WITHIN MIDDLE THIRD SPAN )
10 Ø
( MM )
12 Ø
16 Ø
20 Ø
BAR SIZE
25 Ø
205
MIN. HOOKED BAR
270
335
620
90 ° HOOK
TOP BARS
165
ldh
CRITICAL SECTION
CRITICAL SECTION
12 Ø
25 Ø
20 Ø
16 Ø
BAR SIZE
( MM )
10 Ø
155
205
255
475
180 ° HOOK
150
OTHERS
ldh
CRITICAL SECTION
ldh
DETAILING DIM
150
120
96
72
( MM )
60
D
L
D
65
100
80
65
( MM )
180 °
65
145
300
240
195
( MM )
120
90 °
180 ° HOOK L
D
25 Ø
20 Ø
955
495
735
380
( MM )
16 Ø
12 Ø
10 Ø
BAR SIZE
TOP BARS
300
400
300
ldh ( MM )
300
305
OTHERS
300
MIN. STRAIGHT BAR
CONST. JOINT
SHEAR ZONE
UNINTERRUPTED
TO RUN THRU JOINT
TOP & BOTTOM BARS
50
3d
=60MM
(TYP)
75
75
h
h/3
h/3
2-20MMØ EXTRA
DIAGONAL SHEAR BARS
h/3
AT INTERSECTION
AT CORNER
12MMØ DOWEL BARS
TO MATCH HOR. BAR
350
150
100
RC STIFFENER
400 16MMØ VERT BAR
400
400
100
EVERY 3 LAYERS
12MMØ VERT BARS
AT 600MM O.C
12MM HOR. BARS
4" THK. CHB
400
12MM HOR. BARS
EVERY 3 LAYERS
AT 600MM O.C
12MMØ DOWEL BARS
TO MATCH HOR. BAR
250
150
RC STIFFENER
16MMØ VERT BAR
12MMØ VERT BARS
400
LAP
LAP
TYPICAL CHB
TYPICAL CONSTRUCTION JOINT DETAIL
MINIMUM REQUIREMENT FOR DEVELOPMENT LENGTH
CONNECTION DETAIL
WALL
S
6
3
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
ON FILL
Elv.+0.20m
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

ON FILL
Elv. +0.40m
ON FILL
Elv. +0.40m ON FILL
Elv. +0.40m
ON FILL
Elv. +0.40m
ON FILL
Elv. -0.40m
ON FILL
Elv. -0.40m
FTB FTB FTB
FTB
FTB
FTB FTB
FTB FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
C1 F1 C1 F1 C1 F1
C1 F1
C1 F1 C1 F1
C1 F1 C1 F1
C1 F1
C1 F1
C1 F1
100MM THICKNESS FLOOR SLAB
REINFORCE WITH 10MM dia.
4.75
4.25
2.00
3.50
3.50
1.50
4.75
4.25
2.00
1.50
1.50
2.00
3.50
7.00
11.00
HOR. BARS
VERT. BARS
Ø10@600
CHB WALL DETAIL
Ø12@600
NATURAL GRADE LINE
Ø10@600
HOR. BARS
CHB
VERT. BARS
Ø10@600
BEDDING
G-20mm GRAVEL
0.25
0.60m
0.30
3-Ø12mm
Ø10mm SPCAE @300mm
150MM THK.
LOCATION:
SHEET CONTENT :
TITLE :
FOUNDATION PLAN
FOUNDATION DETAILS
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
FOUNDATION DETAILS
SCALE: 1:100 MTS
2
S 4
1
S 4 SCALE 1:100m
S
5
4
FOUNDATION PLAN
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
1.00m
0.30
0.40
0.100
1.00
1.00
C1 F1
6pcs-16mm RSB BOTHWAY
200 x 300mm CONCRETE COLUMN
REINFORCE WITH 6-16mmØ & RSB
WITH 10mmØ STIRRUPS SPACE WITH
2@50mm, 2@75mm 4@100mm,
REST 150mm
NGL
FGL
50mm THICKNESS
GRAVEL BEDDING
6pcs-16mm RSB BOTHWAY
200 x 300mm CONCRETE COLUMN
REINFORCE WITH 6-16mmØ RSB
WITH 10mmØ STIRRUPS SPACE WITH
2@50mm, 2@75mm 4@100mm,
REST 150mm
JOHN REY R. RELOX
JOHN REY R. RELOX
CHEREN RIANO

RB
RB RB RB
RB
RB RB RB
RB
RB
RB
RB
RB
RB
RB RB
RB
RB
T-1
T-1
T-1
T-1 T-1 T-1 T-1 T-1
T-1
T-1
T-1
T-1 T-1 T-1 T-1 T-1
T-1
T-1
T-1
T-1 T-1 T-1 T-1 T-1
T-1
T-1
T-1
T-1 T-1 T-1 T-1 T-1
T-1
T-1
T-1
T-1 T-1 T-1 T-1 T-1
T-1
T-1
T-1
T-1 T-1 T-1 T-1 T-1
T-2
T-2 T-2 T-2
1.10
2.20
2.20
2.20
2.20
2.23
1.08
3.50
2.85
2.85
1.10
2.20
2.20
2.20
2.20
2.23
1.50
1.07
1.50
4.60
4.60
4.80
4.60
14.90
13.20
1.50
2.85 2.85 3.50
2" x 3" x 1.5mm THK C-
CHANNEL SPACE 600mm O.C.
RB
RB
LOCATION:
SHEET CONTENT :
TITLE :
ROOF PLAN
ROOF FRAMING PLAN
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
S
6
5
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
ROOF PLAN
SCALE 1:100 MTS
1
A 5
ROOF FRAMING PLAN
SCALE: 1:100 MTS
2
A 5
JOHN REY RELOX
JOHN REY R. RELOX
CHEREN RIANO

1.70
1.00
1.00
1.00
1.40 1.00 1.00 1.40
3.40
3.40
5.00
1.00
3.10
0.96
1.00
1.65 1.65
1.00
3.30
COLUMN COLUMN COLUMN
COLUMN COLUMN
PRE-PAINTED RIDGE ROLL
PRE PAINTED ROOFING SHEET
0.24mmTHICKNESS
DIAGONAL TRUSS MEMBER 2.5"
x 2.5" ANGLE BAR GRADE 40
VERTICAL TRUSS MEMBER 2.5" x
2.5" ANGLE BAR GRADE 40
PRE-PAINTED GUTTER
TOP CHORD 2.5"x2.5" ANGLE
BAR GRADE 40
2" x 4" x 4mm THK C- CHANNEL
SPACE 600mm O.C.
TRUSS-1
TRUSS-2
EXTRA BOTTOM BARS
EXTRA TOP BARS
INTERIOR EXTRA TOP BARS
STRAIGHT BOTTOM BARS
L/4
L/4
L/4
3L/5 3L/5
L/4
SPLICES 32D @ SUPPORT
INTERIOR SUPPORT STRAIGHT BAR
STRAIGHT TOP BARS
@ SUPPORT
@ MIDDLE
200mm
200mm
RB-1
300mm
LOCATION:
SHEET CONTENT :
TITLE :
TRUSS DETAIL
BEAM DETAIL
DATE :
DESIGNED BY :
DRAWN BY :
CHECKED BY :
APPROVED BY :
OWNER
S
6
6
PLACE ISSUED :
PRC # :
DATE ISSUED :
PTR # :
DATE ISSUED :
BEAM DETAIL
SCALE: NTS
2
A 6
TRUSS DETAIL
SCALE: NTS
1
A 6
@ SUPPORT
@ MIDDLE
200mm
200mm
TB-1
300mm
JOHN REY RELOX
JOHN REY R. RELOX
10MMØ 5@50,
4@100,3@150,
REST @200 O.C
TO MIDSPAN
RB-1 200X300 3-16MMØ SEE PLAN
3-16MMØ 2-12MMØ
TB-1 200X300 3-16MMØ 3-16MMØ 2-12MMØ SEE PLAN
CHEREN RIANO

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