1 - 9 - 17 RPH - Nave E-04
1 - 9 - 17 RPH - Nave E-04
1 - 9 - 17 RPH - Nave E-04
170mm
A A'
300mm
SECTION A-A'
TERMINAL
Tel: 02 844 2848 . 844 2701 . 369 9353 to 54
Email: rmda.architects@gmail.com
FINISHED GRADE Web: www.rmdaarchitects.com
SULFATE SOLUTION-1KG/20LTRS
WATER
MANLO A. CORONEL
STRUCTURAL ENGINEER
UNPAVED AREAS
PRC No.: DATE:
VALIDITY: PLACE:
O.R. No. / DATE: TIN:
BASE PLATE DETAIL CLAMP DETAIL GROUND ROD INSTALLATION PTR No.:
LP (TYP.)
GR
1100
GL
CONSULTANTS DESIGNERS
PRIMARY TRENCH
BE
BE FROILAN P. AZOR
MECHANICAL ENGINEER
CP
ED
VALIDITY: PLACE:
GW EF
EXIT LIGHT DETAIL EMERGENCY LIGHT DETAIL CONDUIT HANGER DETAIL MANUAL PULL STATION & FIRE ALARM BELL ELEVATION
O.R. No. / DATE:
PTR No.:
TIN:
CUSTOMER'S SECONDARY BE
300 GW (SEE DETAIL 'A'). IT SHALL BE PROVIDED WITH A PANIC BAR DESIGNED TO OPEN OF THE LARGEST PADMOUNTED TRANSFORMER IS 8,000 KG. 7 COMMON NAIL, 75mm LONG 500 - 060 - 0021 - 01 KG 3.50
REINFORCED
CONCRETE LEDGE OUTWARD UNDER SIMPLE PRESSURE DURING EMERGENCY. 8 COMMON NAIL, 40mm LONG 500 - 060 - 0023 - 01 KG 3.00
4. THE PADMOUNTED TRANSFORMER SHALL BE PROVIDED WITH A CONCRETE PAD 75mm IN
400
HEIGHT AND AN INTEGRAL PULL BOX. THE CONCRETE PAD SHALL SLOPE GRADUALLY
800
TA - TRANSFORMER ACCESS DOOR: 3.0M WIDE X 2.5M HIGH X 3.2mm THICK STEEL DOOR;
10 MACHINE BOLT, 16mm Ø x 150mm LONG 002 - 008 - 0290 - 07 EA 4.00
DATE ISSUED:
DOUBLE OUTWARD SWING WITH 150mm HIGH DOOR SILL FOR EQUIPMENT IN AND OUT DOWNWARDS TOWARDS THE TRANSFORMER ACCESS DOORWAY TO FACILITATE ROLLING OF
700 700 1,300 VECO PADLOCK ACCESS. THE DOORS SHALL BE LOUVERED AT THE LOWER HALF (SEE DETAIL 'B') AND THE EQUIPMENT. 11 PULLING-IN IRON EA 3.00
32MMØ (1-1/4") W.I. BAR 12 MANHOLE FRAME & COVER, DWG. EA 1.00
SHALL BE FITTED WITH A LATCH DEVICE FOR VECO PADLOCK (SEE DETAIL 'A').
WITH 16MMØ HOLE 5. PRIMARY AND SECONDARY CABLE DUCTS SHALL BE 100mm Ø THICK WALLED, RED ORANGE
13 WATER STOP SEALER, POLYVINYL PLASTIC, 100 WIDE 500 - 061 - 0020 - 01 M 30.00
CONCRETE ENCASED CONCRETE ENCASED FOR MERALCO PADLOCK COLOR, MADE OF UNPLASTICIZED PVC PER PNS 14 AND SHALL BE ENCASED IN CONCRETE.
SECONDARY DUCTS PRIMARY DUCTS DETAIL "A" DS - DANGER SIGN: TO BE PAINTED AND/OR POSTED AT THE STEEL DOOR (SEE DETAIL 'C').
THE DIMENSION OF THE CONCRETE ENVELOPE FOR THE SECONDARY DUCTS SHALL DEPEND
14 DRAIN PIT COVER GRATING, DWG. NO. E - 620 - 1
GROUND ROD, 16mm Ø x 2400mm LONG
500 - 061 - 0023 - 08 EA 1.00
(SEE NOTES) (SEE NOTES) 15 002 - 022 - 0170 - 04 EA 3.00
T - TRANSFORMER: PADMOUNTED, COMPARTMENTAL TYPE, DEAD FRONT, 3-PH., 60HZ., ON THE NUMBER OF DUCTS INSTALLED, REFER TO UNDERGROUND CONSTRUCTIVE UNIT
16 ANCHOR BOLT, 19mm Ø x 200mm LONG EA 4.00
SIDE VIEW A. PADLOCKING POSITION LESS-FLAMABLE LIQUID-FILLED; EQUIPPED WITH PRESSURE-RELIEF DEVICE,
EXPULSION FUSES AND CURRENT LIMITING FUSES; BUILT-IN ACCORDANCE WITH ANSI
DRAWING CODES P-FP02, P-FP03, P-FP04, P-FP05, P-FP06 AND P-FP07. AS A RULE, SEPARATION
BETWEEN DUCTS (SURFACE TO SURFACE) SHALL BE 50mm. THE THICKNESS OF CONCRETE
17 MACHINE BOLT, 12mm Ø x 175mm LONG 002 - 008 - 0610 - 00 EA 24.00
C57 12.26, LATEST REVISION. APPLICATION NOTES
100 ENVELOPE FROM THE SURFACE OF THE DUCTS SHALL BE 75mm. SPECIFY CONSTRUCTIVE UNIT
GR - GROUND ROD: GALVANIZED STEEL ROD, SIZE 25mm Ø X 3M LONG OR EQUIVALENT. 1. PRIMARY BOX SHALL BE USED PRIMARILY ALONG ROADWAYS.
WITH MORE THAN THE REQUIRED DUCTS TO CONSIDER FUTURE LOAD UPGRADE.
5,000
50
2. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE F'c SHALL BE 17.2 Mpa ( 2500 psi ).
1,100 1,400 1,400 1,100 ° 6. THE FOLLOWING EQUIPMENT AND MATERIALS IN THE TRANSFORMER VAULT SHALL BE
25
.00 INSIDE OF GL - GROUND LEAD: SIZE 100mm² (AEG #4 / 0) BAR, STRANDED, SOFT-DRAWN COPPER,
OUTSIDE OF 135 3. REINFORCING BARS SHALL CONFORM TO PS GRADE 275, F'Y = 275 Mpa ( 40000 psi ).
TYP
FOR BIDDING
VAULT VAULT 4. THE MINIMUM SOIL BEARING CAPACITY SHALL BE 96 KN/sq.m. ( 2000 psf ).
SECONDARY CABLES FROM THE TRANSFORMER TO THE COSTUMERS MAIN CIRCUIT BREAKER
EF ED
GW - GROUND WIRE: SIZE 100mm² (AEG #4 / 0) BAR, STRANDED, SOFT-ANNEALED AND METERING FACILITIES. ALL OTHERS SHALL BE SUPPLIED AND INSTALLED BY THE COSTUMER. 5. ALL LAP SPLICES IN REINFORCING BARS SHALL BE TO A MINIMUM OF 300mm.
GA. NO 14 6. SEAL WITH WATER STOP SEALER ALL CONSTRUCTION JOINTS PRIOR TO NEXT POURING.
(OR THICKER) COPPER, CONNECTING THE TRANSFORMER NEUTRAL TO THE GROUND LEAD
7. TOTAL GROUND RESISTANCE SHALL BE NOT MORE THAN 5 OHMS. ALL GROUNDING
CUSTOMER'S SECONDARY
MAIN CIRCUIT BREAKER 600 STEEL PLATE DETAIL "B" INSIDE THE TRANSFORMER VAULT.
CONNECTIONS/TAPS SHALL BE THROUGH THE USE OF GROUND CLAMPS OR SHALL BE BRAZED.
7. FLOOR SLAB SHALL SLOPE GRADUALLY TOWARDS DRAIN PIT TO PROVIDE POSITIVE DRAIN, CONNECT DRAIN PIPE TO DRAINAGE SYSTEM.
3,000
8. PULLING-IN IRON SHALL BE INSTALLED ON THE WALL OPPOSITE THE CONDUIT ENTRANCE AND IN LINE WITH THE DUCTS AND INSTALLED NOT CONCRETE PEDESTAL DETAIL
BE BE FD - FLOOR DRAIN: FOR DRAINAGE SYSTEM OF ANY ACCUMULATION OF WATER IN THE
HIGHER THAN THE CENTERLINES OF THE LOWER MOST DUCTS AT THE OPPOSITE CONDUIT ENTRANCE.
COMPANY LOGO TRANSFORMER VAULT; 200 SQUARE X 100mm DEEP TRAPPED DRAIN WITH 8. DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. GROUNDING DETAIL,
200
STRAINER AND 50mm Ø DRAIN PIPE CONNECTED TO A POSITIVE DRAINAGE SYSTEM 9. ALL EDGES OF SLAB OPENING SHALL BE REINFORFED ACCORDINGLY.
MERALCO LIGHTNING ARRESTER DETAILS,
1,000
RED BACKGROUND OR SUMP FACILITIES. THE FLOOR DRAIN SHALL BE LOCATED WHERE IT SHALL BE 10. CLEAR CONDUIT ENTRANCE FROM REINFORCED BARS. BEND OR LOOP AROUND GROUP OF DUCTS AS FIELD CONDITIONS MAY REQUIRE.
DANGER
GR GR
TRANSFORMER DETAIL,
150
WHITE LETTERS WITH BLACK OUTLINE VISIBLE AND SAFELY ACCESSIBLE FROM THE DOORWAY. THE FLOOR SHALL BE 11. FOR DETAILS OF PULLING-IN IRON AND CONDUIT ENTRANCE SEE - DWGS. E - 788 AND UGH - MH - AC.
600
CKT NO._____________________ 12. PVC ELECTRICAL DUCTS USED IN THE CONSTRUCTION OF PRIMARY CONDUIT SYSTEM MAY BE USED AS DRAIN PIPE.
250
TLN NO._____________________
SECONDARY TRENCH UNAUTHORIZED PERSONS KEEP
OUT BLACK LETTERS 13. WHERE DRAIN PIPE LEADS DIRECTLY INTO SEWERS. TRAP SHOULD BE USED TO KEEP SEWER GAS OUT OF THE PULLING BOX.
KEEP DOORS ALWAYS LOCKED
BE - BOLT-EYE: GALVANIZED STEEL, AT LEAST 10,000 KG STRENGTH; ANCHORED ON
EMERGENCY TEL NO. 16220
WHITE BACKGROUND 14. ALL BACKFILL UNDER FLOOR SLAB SHALL BE FIRMLY TAMPED BEFORE POURING.
THE WALL 1000mm HIGH.
DETAIL "C" 15. LABOR COSTS INCLUDE EXCAVATION AND BACKFILL. DESIGNED BY: FAVDC
ISSUED AS:
CP - CONCRETE PAD: 75mm HIGH, (SEE DETAIL 'D').
VOLUME OF EXCAVATION = 18m3
E-04
DATE: 23 DEC. 2016