(
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