3d Cad 312 Major Plate
3d Cad 312 Major Plate
COLLEGE OF ARCHITECTURE
COLLEGE OF ARCHITECTURE
CAD-312 Computer Aided Design and Drafting 1
Final Major Plate
Direction: Print on A3 size paper, Draw Electrical and Plumbing Plan of your midterm plate using
Auto Cad. Print this instruction and attached to the upper left corner of your major plate.
Upload your .dwg file on the link sent on our group chat.
Requirements as follows:
1. P-1 General Plumbing Notes, Miscellaneous Details
2. P-2 Clean Water Line Layout and Drainage, Waste, Vent Layout
3. E-1 General Electrical Notes, Miscellaneous, Legend & Symbols, Load Schedule, Riser
Diagram
4. E-2 Power Layout and Lighting Layout
See attached sample Plans for your reference.
Prepared by:
Ar. Troy Christian A. Cuartero
Subject Instructor
USE: 2 - __ MM² THW
COPPER WIRE IN
__ MM² DIA SERVICE ENTRANCE
8. THE MINIMUM SIZE OF WIRES AND CONDUIT SHALL BE 3.5mm² IN TYPE THHN COPPER (PHELPS
DODGE) AND 20mmØ PVC RESPECTIVELY. (REFER TO LOAD SCHED. FOR OTHER WIRE SIZES AND SPARE SPARE
15 16
TYPE OF INSULATION)
GROUND BUS
9. FOR EACH SPARE BRANCH CIRCUIT IN PANEL BOARD PROVIDE ONE 20mmØPVC EMPTY CONDUIT
CONNECTED TO AN OCTAGONAL BOX AT ABOVE CEILING.
3 LOAD SCHEDULE
E 1 SCALE: NTS.
10. ALL FEEDERS AND BRANCH CIRCUIT SHALL BE INSTALLED AS INDICATED ON PLAN, INDIVIDUAL
CIRCUIT HOMERUNS TO PANELBOARD SHALL NOT BE COMBINED IN THE SAME RACEWAY UNLESS GROUND POCKET FILL W/ CRUSH
OTHERWISE INDICATED ON THE PLAN. ROCK OR GRAVEL COVER W/
76mm THK LAYER OR EARTH
11. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SERVICE ENTRANCE FOR CONNECTION EXOTHERMIC WELD
(SEE DETAIL) EXOTHERMIC
TO THE POWER SUPPLY AND ALSO THE ACTUAL LOCATION OF TELEPHONE SERVICE REQUIREMENT WELDED
CONNECTION (SIZED
FOR CONDUCTOR)
FOR THE CONNECTION TO MAIN TELEPHONE CABINET. BCW
(SIZED AS INDICATED)
CONDUCTOR TO CONDUCTOR
12. THE METHOD OF WIRING SHALL BE AS FOLLOWS : TO GROUNDING ROD DETAIL
A. POWER SERVICE ENTRANCE RSC CONDUIT
GROUND ROD COPPER
01
DATE:
A A A A
1700
1700
Sij
2000
h Sh i j i
PB Sij
400
Sk
1375
f g f k k
12 08
13 11 10 09 07
B B B DN 14
B
3275
e e
8200
4300
2300
Sed Sl q q
Sfg
d l l
e e
Sq
C C C C
c c
o
1825
12800
12800
12800
12800
2325
Sm Sp p
m m 4
b Sno
500
2475
c Scb Sa c
D D D D
5
1350
a n
850
0
3000
1
1925
5600
5100
4600
3
E E
4025
3750
3750
600
2100
1500
E F E E
2750 2650 1100 1400
3000 1000 1000 2900 5400 2500
7900 7900
1 2 3 4 1 2 3 4
GROUND FLOOR SECOND FLOOR
1 LIGHTING LAYOUT 2 LIGHTING LAYOUT
E 2 SCALE: 1:50 E 2 SCALE: 1:50
01
DATE:
6
A A A A
REF RANGE CO
1700
1700
2000
CO
10 9
PB
400
GFCI
7
1375
12 08
13 11 10 09 07
B B B DN 14
B
3275
CO ACU ACU
CO
11 CO CO
8200
4300
13
2300
CO CO 8
C C C C
GFCI
CO
CO ACU
1825
12800
12800
12800
12800
CO
12
2325
CO CO CO
500
2475
D D D D
1350
GFCI
850
0
3000
1925
5600
5100
4600
E E
4025
3750
3750
600
2100
1500
E F E E
2750 2650 1100 1400
3000 1000 1000 2900 5400 2500
7900 7900
1 2 3 4 1 2 3 4
GROUND FLOOR GROUND FLOOR
1 POWER LAYOUT 2 POWER LAYOUT
E 3 SCALE: 1:50 E 3 SCALE: 1:50
01
DATE:
MANHOLE
750
MANHOLE MANHOLE
1 500
100
PLUMBING INSTALLATION SHALL BE NEW, OF THE APPROVED TYPE
3-10 mm Ø
& SIZE AS TO ITS INTENDED USAGE. DRB BOTH WAYS
1 500
500
(LOCAL)
400
OUTLET
3. ALL INSTALLATION SHALL BE IN CONFORMANCE WITH THE
150 mm Ø (6")
PLUMBING CODE OF THE PHILIPPINES. uPVC PIPE 12 mm Ø loose fit LIFTING
DRAINAGE HANDLE INLET
4. DRAINAGE PIPING SHALL BE PROVIDED WITH APPROVED INLET
FITTINGS FOR FIXTURE CONNECTIONS, CORRECTLY LOCATED
ACCORDING TO THE SIZE & TYPE OF FIXTURE PROPOSED TO BE
CONNECTED. 12 mm Ø loose
PLAN 75 mm (3") THICK
with(3)-10mm Ø DRB 3 000
Both ways
300
100 mm Ø (4") CHB
with (3)-10mm Ø AIR SPACE
75
6. PROVIDE CLEAN-OUT FOR EACH CHANGE IN DIRECTION IF THE Vertical Bars &
100 mm (4") CHB OUTLET
(2)-10mm Ø INLET
TOTAL AGGREGATE CHANGE EXCEEDS 135 DEGREES. Horizontal Bars
with 10 mm Ø
Vertical Bars spaced
Bars @ every 3rd layer
1 550
LEACHING LEACHING BOUYANT LIQUID
7. EACH CLEAN-OUT SHALL BE INSTALLED SO THAT IT OPENS IN A @ 600 mm OC & Horizontal
575
WELL WELL
1 300
150 mm Ø (6") uPVC PIPE
600
DIRECTION OPPOSITE TO THE FLOW OF SOIL OR WASTE OR AT
DIGESTIVE CHAMBER
RIGHT ANGLES THERETO. ADDITIONAL CLEANOUTS SHALL BE (3)-10 mm Ø Temperature
PEA GRAVEL PEA GRAVEL
INSTALLED AT INTERVALS NOT TO EXCEED 100 FT. (30.5m) IN Bars Both Ways
100
STRAIGHT RUNS. SLUDGE CHAMBER
150
10mm Ø @
100
300 mm
8. HORIZONTAL DRAINAGE PIPING SHALL RUN IN PRACTICAL OC Transv Bott (2) - 10 mm Ø Cont (5) - 12 mm Ø (4) - 12 mm Ø
Wall Footing Reinf Temperature Bars Temperature Bars
ALIGNMENT & A UNIFORM SLOPE OF NOT LESS THAN 41 OF AN INCH 500
11. PIPING SHALL BE LAID ON A FIRM BED THROUGHOUT ITS ENTIRE CO CLEAN OUT F FAUCET MH MANHOLE STORM DRAINAGE
LENGTH. IF ANY SUCH PIPING IS LAID IN BUILT-UP OR FILLED
GROUND, IT SHALL BE LAID ON A BED OF APPROVED MATERIALS & M WATER METER SHO SHOWER ST SEPTIC TANK
SHALL BE ADEQUATELY SUPPORTED.
01
DATE:
A A A A
KS
1700
1700
2000
HB
400
F WC SHO
1375
07 12 08
B B
13 11 10 09 07
06
05 B DN 14
B
3275
04
8200
4300
02
01
UP
C C C C
F
1825
12800
12800
12800
12800
2325
WC
SHO
500
KS WC
2475
D 12mm dia. PPR PIPE RISER
D D D
12mm dia. PPR PIPE RISER
1350
850
3000
0
5600
1925
12mm dia. PPR PIPE
5100
4600
3750
4025
3750
600
2100
1500
E F
CV E E
M WM 2750 2650 1100 1400
7900 GV 5400 2500
7900
1 2 3 4
TAP TO NEAREST
WATERLINE SUPPLY
1 2 3 4
GROUND FLOOR SECOND FLOOR
1 CLEAN WATERLINE LAYOUT 2 CLEAN WATERLINE LAYOUT
P 2 SCALE: 1:50 P 2 SCALE: 1:50
01
DATE:
A A A A
1700 LAV
1700
2000
CO
FD
400
LAV
1375
WC
07 12 08
B B
13 11 10 09 07
10
75
06
B DN 14
B
0m
m
m
05
m
di
di
3275
a.
04
a .u
u
PV
03
PV
8200
C
2300
4300
C
02
SO
SO
01
IL
IL
UP
PI
PI
PE
PE
CO CO
C C C C
12800
1825
12800
LAV
12800
2325
FD
500
2475
WC
D DS
D D D
DS
1350
LAV
CO
850
FD
0
3000
CB CB DS
1925
5600
5100
4600
MH
DC
E E
4025
3750
3750
150mm dia. uPVC SOIL PIPE
600
MH
LC
2100
MH
1500
LC
100mm dia. uPVC
E F E E
SOIL PIPE
01
DATE: