6000

4000
ATS
SYNCHRONIZER
PCB
GENERATOR SET
MUFFLER GENERATOR SET SPECIFICATION DATA: GENERAL NOTES AND SPECIFICATIONS:
EXHAUST LINE
ENGINE NO. 800S 1. PROVIDE SUFFICIENT AIRFLOW INTO THE ENGINE ROOM FOR VENTILATION AND
NAME CATERPILLAR COMBUSTION AIR.
ENGINE MODEL 3412 2. PROVIDE ENCLOSURE TO DANGEROUS MOVING PARTS OF THE GENERATOR.
TYPE AND MODEL -
3. VIBRATION SHOULD BE ELIMINATED OR ENCLOSED TO THE MAXIMUM EXTENT.
GENSET SERIAL NO. CAT00000KRTY02771
4. MECHANICAL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER.
BORE 137mm
5. PHILIPPINE MECHANICAL CODE, ALL LOCAL LAWS, RULES AND REGULATIONS OF THE
NO. OF CYLINDER 12
D.P. N.A OCCUPATIONAL
HEALTH AND SAFETY, INCLUDING OTHER GOVERNMENT ENFORCING AUTHORITY
DIESEL ENGINE IN LINE 12
KIND OF I.C.E. SHALL BE
3700
1700

CYLINDERS
STROKE 152 mm OBSERVED AND FOLLOWED.
CYCLE 4 6. EXHAUST OF THE INTERNAL COMBUSTION ENGINE SHALL BE LEAD OUTSIDE THE BUILDING.
R.P.M. 1800 7. MECHANICAL WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL
ENGINE WEIGHT 7200 KG MECHANICAL ENGINEER.
GENERATOR FOUNDATION
RATED POWER 1000 KVA
- STANDBY 800 KW
POWER FACTOR 0.80
RADIATOR DUCT VOLTAGE 240/139 GIVEN:
AMPERE 2406 CATERPILLAR
RADIATOR Capacity= 1000KVA, 800 KW
PHASE 3 BORE= 137.2mm; STROKE= 152.4mm; 4-STROKE Engine; CYLINDERS= 12
WATER INTAKE FREQUENCY 60 SPEED= 1,800 RPM
WEIGHT of Engine= 7200 kg;
FUEL PUMP MANUFACTURED CATERPILLAR INC.
STEEL BASE= 4.0m X 1.7m
DATE 2012
SOLUTION:

- MINIMUM WEIGHT OF CONCRETE FOUNDATION (WF); FROM PHILIPPINE MECHANICAL CODE

= WE x 0.11 x√ RPM
GENERATOR SET FOUNDATION DATA:
WHERE: WF= WEIGHT OF FOUNDATION
WEIGHT OF MACHINE 7200 KGS WE= WEIGHT OF ENGINE
BORE 137 mm RPM= 1800 rev.min.
STROKE 152 mm
= (7,200 kg (0.11) (√1800)
STROKE ENGINE 4 = (495) (42.42)
RPM 1800 = 33,596.64 kg
FUEL TANK FUEL LINE
STEEL BASE 6.0 x 3.7m
FACTOR OF SAFETY 7 AREA OF FOUNDATION:
- STEEL BASE IS 4.0m X 1.7m, AN EXTENSION OF 1 m ON ALL SIDES, THEREFORE
DIMENSION WILL BE 6.0 x 3.7m

AREA OF FOUNDATION = (6.00m) (3.70m) = 22.2m²

PLAN VIEW SCALE: NDS DEPTH OF FOUNDATION = (3.22 TO 4.20) x ENGINE STROKE; FROM PHIL. MECH'L. CODE
SCALE: 1:40 = (4.0) (152.4mm) = 609.6 mm OR 0.6096 m

VOLUME OF FOUNDATION = AREA OF FOUNDATION x DEPTH

= (22.20m²) ( 0.6096m) = 13.53312 m³

WEIGHT OF FOUNDATION = VOLUME OF FOUNDATION x 2,400 kg/m³

CEILING PROFILE
= (13.53312 m³) (2,400 kg/m³)
RUBBER TYPE
SPRING TYPE
VIBRATION ISOLATORS
PIPE SUPPORT TOTAL BEARING LOAD = WEIGHT OF FOUNDATION + WEIGHT OF ENGINE
FLOOR LINE = 32,479.488 kg + 7,200 kg = 39,679.488 kg
EXHAUST LINE
150
400

SOIL BEARING LOAD = TOTAL BEARING LOAD AREA OF FOUNDATION

= 39,679.488 kg / 22.20 m² = 1,787.36 kg/m²

EARTHFILL SOIL BEARING PRESSURE (SBP) ON SITE

MUFFLER FOUNDATION PAD = 12,225 kg/m²; FROM PHIL. MECH'L. CODE
3700
DRAIN PLUG
FACTOR OF SAFETY= SOIL BEARING PRESSURE ON SITE SOIL BEARING LOAD
FLEXIBLE CONNECTIONS FRONT ELEVATION = 12,225 kg/m² / 1,787.36 kg/m² = 6.839 or say 7 > 5; THEREFORE FOUNDATION IS SAFE
RADIATOR DUCT
SCALE: 1:40
WEIGHT OF REBAR = 2 OF FOUNDATION WEIGHT (FROM BUILDING CODE OF THE PHIL.)
RADIATOR = (0.02) (32,479.488 kg kg) = 649.58976 kg

SIZE OF REBAR 16 AND UNIT WEIGHT IS 1.6 kgm

DIESEL ENGINE
ENGINE SUPPORT TOTAL LENGTH OF REBAR = WEIGHT OF REBAR 1.6
150

SKID BASE = 649.58976 / 1.6 = 406 LENGTH OF 16 x 6m REBAR

400
152

4000
6000 1500 6000 2000

SIDE ELEVATION FOUNDATION PAD

EARTHFILL
SCALE: 1:40
FOUNDATION DETAILS
SCALE: 1:40
ALL DIMENSION ARE IN MM

PROJECT INCHARGE: PROJECT TITLE: SHEET CONTENT: APPROVED BY: DRAWN BY : EAN SHEET NO.

PRC REG. NO. : 0003126 VALIDITY : APR. 23, 2025 - PLAN VIEW MAHARLIKA AGRO DRAWN DATE : 04-25-22 M
- ELEVATION VIEWS MARINE
ALFREDO T. BUTEN
PTR NO. : 5225062 DATE ISSUED : JAN. 3, 2022
EQUIPMENT LAYOUT INSTALLATION - FOUNDATION DETAILS
DANNY DAVE L. ANG
CHECKED BY : ABT 2
PROFESSIONAL MECHANICAL ENGINEER VENTURES CORP. COMPANY REPRESENTATIVE
(GENSET) - CALCULATIONS BRGY. COGON, EL SALVADOR CITY, MISAMIS ORIENTAL, PHILIPPINES
CHECKED DATE: 04-25-22 SCALE: AS SHOWN
PLACE ISSUED : CDO TIN : 144 - 327 - 259