L.LZ,J11 74,),

(

to,L4-..11 a jt.11

1.....JI tl-Laill 6_,La... ,-....

. !

r ' ill'

\‘" 4.

will, ‘

1.6°-(4t.loi, st,. .2?`

,

( .5, ) ...--11, r-v-.,.

PAGE 1/7

) ti

) 191-11i

SCALE tas METERS

3.40

1.00 1,,,,

.,/,' - x ./ /-'

STREET

.4: J. ,.', r Y , / •'' 4%

IIIP IIIUIIIIIIIIIIIIII.. — pas• mu ...■ lroirmh, —um — ....67— •1 il

l 1 1

DRIVER I

ROOM

-----+ +-----+ - + -,_ + +

+ + + + _..., + + + -,-

+ + + + . + + + + +

+ + + + +

I

L

3.00

0

.- 3.40

()GROUND FLOOR PLANSCALE 1:75 METERS

1:25 METERS 1B/ SCALE

SEE CONNECTION DETAIL A

621

dtivi ,ssamdm DRIVER'S ROOM

FIXED WINDOW IN ALUM. FRAME

PLASTER FINISH OWNER'S

APPROVE COLOR & TEXTURE

DECORATIVE GROVE

SINGLE SWUNG WOODEN DOOR WITH GLASS PANEL

FRONTSIDE PLAN

09,J1

krhyny s46Nts IrZ irnelqr7frOV% LL.;,....mm 70Am.313L

SECTION THRU A-A

dt.A

0.34 111111

--DROP BEAM SEE SCrIEDULE

STEEL REINFORCEMENT SEE STRUCTURAL PLANS FOR EXACT NUMBER AND DISTANCE

0.60

CONNECTION DETAIL A NOT TO SCALE

S

AREA OF COMPUTATION:

TOTAL LOT AREA =

AREA OF EXISTING BUILDING,.

CARPORT AREA =

TOTAL SHADED AREA —

PERCENTAGE OF LOT TO

TOTAL SHADED AREA =

PROPOSED NEW ANNEX:

NEW ANNEX AREA = 15.64 SQ. M.

PERCENTAGE OF LOT TO NEW ANNEX AREA =

PROPOSE TOTAL AREAS :

NEW TOTAL BUILDING AREA =

PERCENTAGE OF LOT TO TOTAL SHADED AREA =

Jo 9

4,.!.' :\

2 4:-/V L'IlOr sp.13 ,̀

to,,L,......J1 A..0..1

,...t.A.-li ell...AA c......A.1..-. ,....-.A

( 0 ) ...A) U4.1.∎,.

JAAL.A.A.

:-.,„...,■ ....... - U 6-7-41....".......0 1

PAGE 2/7

•

3.40 3.20

C2 C2.

C1

C1

3.20

3.40

DRIVER'S ROOM

AXIS OF COLUMB Cf:) SCALE 1:100 METERS

0

3.40

3.20

GB2 h

m

C2F2

C2F2

o I

\

C1F1

Cl F1

CD

3.20

3.40

DRIVER'S ROOM

FOUNDATION PLAN 4b SCALE 1: I 00 METERS

3.40

3.20

co 81

co 0

E I

%., C.

'4.,,1()F 502T?:'

16-11 6.1...011 fry ,.--z

3?..1516A4 71.431...)..r:J 'C. 4.5.41■1:1

II...TA -......L. V 11 .....- ,IL...$-......01

PAGE 3/7

SCALE 1:100 METERS

DRIVER'S BEAM FRAMING

DRIVER'S ROOM

/s) ROOFFRAMING PLAN

SCALE 1:100 METERS

GB2+TB

3.40

GB2

3.20

0

B2

8

B1

3.20 I.

3.40

C)

10CM SOLD THICK SLAB WITH 60B M/WIREMESH

+

CO

m

cv m C) •

C)

c73

4,

FOUNDATION DESIGN DATA: °

3.40

3.20

1. DESIGN SOIL BEARING CAPACITY FOR FOUNDATION SHALL BE TAKEN

AS 10 TONS/M 2,

2. ALL FILL MATERIALS OR BACKFILL SOILS SHALL BE PLACED IN

SUCCESSIVE HORIZONTAL LAYER OF NOT MORE THAN 200 MM.

THICK & SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY.

3. ALL CONCRETE SURFACE DIRECTLY IN CONTACT WITH OR EXPOSED

TO SOIL SHALL BE COATED WITH 2 COATS OF BITUMINOUS PAINT EXCEPT

THE UNDERSIDE OF FOOTINGS, GRADE BEAMS AND SLABS. WHERE POLYETHELENE

PLASTIC SHEETS PROOFING MEMBRANE SHALL BE USED.

4. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615

GRADE 60 WITH A YEILDING STRESS Fy=414 MPo.

5, REBAR SPLICING SHALL BE 60 (BAR DIAMETER).

6. LATERAL LOADS:

a) WINDLOAD = 0.83 KN/M 2,

7. ALL CONCRETE TO HAVE A MINIMUM CYLINDER STRENGTH OF 25 MPA (3600 PSI).

8. CEMENT SHALL BE SULPHATE RESISTANT CONFORMING TO ASTM C-150 TYPE V FOR ALL

CONCRETE WORKS.

9. COVER TO REINFORCEMENT:

GRADE BEAM TOP & BOT. = 75 mm.

GRADE BEAM SIDES

SLAB

= 75 mm.

= 20 mm.

FOUNDATION = 75 mm,

COLUMNS (BELOW GRADE)= 75 mm.

COLUMNS (ABOVE GRADE) = 40 mm.

10. FOUNDATION CONCRETE SHALL BE PLACED AFTER THE ENGINEER HAS INSPECTED

AND APPROVED THE SUBGRADE PREPARATION.

8"M.° RIB STIRRUPS I BEAM TOP BARS RIB 'TOP BARS

Cl C2

SCALE N T S

SCHEDULE OF BEAMS

SCHEDULE OF GRADE BEAMS

SCHEDULE OF FOOTINGS

CODE

SECTION BOTTOM BARS TOP BARS SPECIAL BARS

STIRRUPS REMARKS

WIDTH DEPTH CONTINUOUS ADDITIONAL CONTINUOUS ADDITIONAL SIDE BARS

EDGE BARS

B1 50 28 4 016 --- 4 016 --- — -- --- 7 08/M

B2 60 28 6 016 --- 4 016 --- --- — — 7 08/M

CB 50 28 7 016 --- 4 016 --- — — 7 0 8/M

CR 12 28 2 012 --- 2 012 --- — — 6 08/M

CODE SIZE

STEEL BARS

STIRRUPS REMARKS TOP BARS BOTTOM BARS

WIDTH DEPTH CONTINOUS ADDITIONAL

AT MIDSPAN CONTINOUS ADDITIONAL ATCONTSUPPORT

GB1 25 50 2 016 ____

2 016 -- 7 0 8/M

GB2 25 50 4 016 ____ 3 016 ----- 7 0 8/M

TB 25 50 5 016 ____ 4 016 - -..-- 7 0 8/M

CGB 25 60 5 016 — — — — 4 016 — — — — 7 0 8/M

CODE P. C. C. R C. C. STEEL BARS TOP BARS

REMARKS • LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH SHORT DIRECTION LONG DIRECTION SHORT DIRECTION LONG DIRECTION

F1 160 120 10 140 110 50 7014/M' 7014/M' 2 014 3 014 ISOLATED

F2 170 140 10 150 120 50 7014/M' 7014/M' 2 014 3 014 ISOLATED

SCHEDULE OF COLUMNS

CODE

SIZE COLUMN

REINFORCEMENT STIRRUPS ADD STIRRUPS REMARKS

WIDTH LENGTH

C1 20 50 6 014 7 010/M

C2 20 50 6 016 7 010/M

B MM. BEAM STIRRUPS

--I BEAM BOT. BEAM WIDTH

CROSS SECTION SCALE 1,10 METERS

I RIB SOT. BARS

—1 RIB BOT. ems

BEAM TOP BARS fi 0 8/1,8 RIB TOP BAR

8 MM. 9 BEAM STIRRUPS S

RIB WIDTM

BEAM BOT 8 MM. 0 BARS RIB STIRRUPS 0.375 BEM WIDTH

HORDI DETAIL SCALE 1:10 METERS

is i ,, --

'-i" ‘:..; , 1 c),„_ 0\ .F VS,/

Leb-61 cil—all 60,),..z.... ...—...1

( g' ) --A.J, *1-.."-‘"°

'V-.9.'

'V

PAGE PAGE 4/7

; 0.20

DETAIL OF COLUMNS

0.20

020mm HOT WATER LINE 020mm COLD WATER LINE

-- NI

% :." 'T ,,,,,..,_1/oF stac''''

141-11 elk.a...lb eru.L.:-.... . „.........6

C Q ) ...--k) tns.,-•4.

,3t011-.... 41.41)A-1 .S...."..D.:0)

kvg..sh„.......111 ..;,...0- ii.....3,.........0 9

PAGE 5/7

CONNECTED TO EXISTING DRAINAGE LAYOUE

CONNECTED TO EXISTING COLD WKMRLAYOLITS-

DRIVER ROOM

DRIVER ROOM

DRIVER ROOM

P \ DRAINAGE LAYOUT \ 5 7 SCALE 1:100 METERS

DRIVER ROOM

( P ) WATER DIST. LAYOUT 5 SCALE 1 :100 METERS

RELIEF 0,4

ITY cA TE6

fER

5

IN

/ )111101$1119NRIC

SCALE:

DIAORAtIVE NTS.

fo .4c0co 0

GreING 01- WAIVER DUST-

'osmium's= DIAGRAM SCALE: NTS.

MM.

rr

421 PB-5

..'1111111

1x35mm2G IN -2TA41. -4 PVC

C GRO.PIT 411

es

7 4 A

TO EXISTING TSB

DRIVER -ROOM

PB-5 SD 0

TO EXISTING TTB1.--- r

AUXILIARYO E RM LAYOUT 5 SCALE 1:100 METERS

EF 150 CFM

DRIVER ROOM

j

DRIVER ROOM

/ E \ LIGHTING LAYOUT

5 SCALE 1:100 METERS

PB - 5

I PB-5

1.5 TON A/C 111 PB-

DRIVER ROOM

( E / SCALE

POWER LAYOUT 5 1:100 METERS

NI 1 II

, a ■•••A gys 4/ OF ;PO

tejt.-.1.....J1 r....,,1_,I

( 0 ) -...6-9

u,..s..5—.....Th

PAGE 6/7

DRIVER ROOM

-1 I- J

I I I I

OLD

(EXISTING) PP

(EXISTING)

OLD CABLE

(NEW) DP

OP 30 AT 100 AF

(NEW) MDP 250 AT 400 AF

N

rn

0 0

U. O

z

Ld

ce

CI R

CU

IT B

RK

R.S

IZE

V1

5 z 0 0

2 4 4 20 20

2 20 20 4

2 20 20

2 20 20

4

4

4

4

4

LOAD CALCULATION

AC © 100%

LIGHTING 100%

FOR PB-5

= 3000 W

= 340 W

REMAINING © 40% = 984 W

TOTAL DEMAND LOAD = 4324 W

TOTAL CURRENT LOAD 11.34 A

AT 1.25% = 14.18 A

STD.CKT,BRKR. = 3D A to existing TTB -_,GROUND FLOOR

DRIVER ROOM

TELEPHONE RISER DIAGRAM

2 3x4 MM IN 20M

0 ANNEX to existing TSB vROUND FLOOR

DRIVER ROOM

C.A.T.V RISER DIAGRAM

NOTE FOR C.A.T.V SYSTEM COORDINATE WITH C.A.T.V SERVICES

MAX. CIRCUIT LOSS FROM THE C.A.T.V INTERFACE POINT TO ANY SUBSCRIBER OUTLET MUST NOT EXCEED 22 dB MV AT 300 MHZ.

DIA PVC CONDUIT TY0P.

NOTE:—

1 .SMOKE DETECTOR SHOULD OPERATE

DURING NORMAL POWER BREAKDOWN

2.FOR SMOKE DETECTOR USE SEPERATE CIRCUIT AND CONDUIT

CD SMOKE/HEAT DETECTOR SYSTEM RISER DIAGRAM SCALE N.T.S

P5-5 CKT.NO

N

DRIVER ROOM

GR.FL

PANEL: PB-5(NEW)

SCHEDULE: DRIVER ROOM

VOLTAGE: U 127/220V,3PHASE 4WIRE ❑ 208V,3PHASE 3WIRE

❑ 277/480V,3PHASE 4WIRE ❑ 380V,3PHASE 4WIRE

MOUNTING FLUSH MAINS

❑ LUGS ONLY AMP

❑ TOP

50% ❑

❑ SURFACE

• MAIN BREAKER 30A

• BOTTOM

100% ■

COVER 11 DOOR W/LOCK ❑ DOOR W/0 LOCK

CONNECTING LOAD

CIRCUIT IDENTIFICATION

LIGHTING

RECEPTACLES

WATERHEATER

SMOKE DETECTOR

MAIN INCOMING CABLE SIZE CONDUIT:

ALL BRANCH BREAKERS 20A„ 1 POLE UNLESS NOTED OTHERWISE U/L LISTED BRK INTERRUPTING CAP 10000RMS SYM AMP.

220 V

SPARE

SPARE 13

15

17

20

22

24

CONNECTED TO EXISTING PANEL

2 2 4x35MM + 1 x 35MM G IN 50MM DIA PVC

ENCLOSURE WITH METER SOCKET (COORDINATE WITH SCECO DETAIL)

( EXISTING) KILOWATT HOUR METER

220/127V, 3 PHASE, 60HZ

Z W.C. METER

El C.C. METER

GROUND FLOOR

INCOMING POWER SOURCE 220V/127V. 30, 4W, 60HZ

GROUND WIRE, 1X35mm2 IN 25rAm 0 PVC/CONDUIT PIPE

LOAD NO

340

900 3

1000 5

200 7

9

11

19

21

23

PHASE A=2220 PHASE B=2400 PHASE C=1180 TOTAL=5800W

CIRCUIT

NO LOAD IDENTIFICATION

2 1500 AC.-1 W. TYPE

4 1500 1.5 TON

6 180 RECEPTACLES 8 180

10

12

14

16

18

2 4x35MM +1x 35MM

2 G IN 50MM DIA PVC

GROUND FLOOR

V) Li -J 0 0-

03

0 Li O

0 z

2

2

30

20

N

UNDIN

G SIZ

ce

6

4

U)

6

4

5

TLT

LL.

3

2

CONDUIT

SIZE

M

25

25

--;.'—•=-GROUND WELL

ELECTRICAL POWER RISER DIAGRAM

,, 4/ g_Ii-

OFAO

(

p®

) ....IV r-5.5-.

4,..VA.:. 7.1...ikp-&-j ■_..4. j)-iiila

,,..) a., .e.i.- 11 ,-.L.L...„-,..01

PAGE 7/7