produced by an autodesk educational product...the philippines (nscp) 2001 or the american concrete...
TRANSCRIPT
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PRO
PERT
Y LI
NE
PRO
PERT
Y LI
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SITE DEVELOPMENT PLAN
PERSPECTIVE
LOCATION MAP
GROUND FLOOR PLAN
G/F REFLECTED CEILING PLAN
2/F REFLECTED CEILING PLAN
TABLE OF CONTENTS
TABLE OF CONTENTS
SECOND FLOOR PLAN
ROOF PLAN
ELEVATIONS
SECTIONS
DOOR AND WINDOW SCHEDULE
THE SITE
1
A-01
PERSPECTIVE
N T S
2
A-01
SITE DEVELOPMENT PLAN
SCALE 1:100
3
A-01
VICINITY MAP
N T S
PORCH & TOILET & BATH TILE LAYOT
11
66
77
88
55
22
3
44
3
MAD
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TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:09:30 PM, DWG To PDF.pc3
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up
KITCHENDINING
PORCH
T&B
LIVING
CARPORT
LIVING
CARPORT
dn dn
A-06
C
A-06
D
A-06
B
A-06
A
KITCHEN DINING
up
PORCH
T&B
1
A-02
GROUND FLOOR PLAN
SCALE 1:50
2
A-02
SECOND FLOOR PLAN
SCALE 1:50
A-06
C
A-06
D
A-06
B
A-06
A
D
1
W
1
W
2A
W
4A
W
3
D
2
D
3
W
5
W
2B
W
6
W
2B
W
4B
W
2A
W
5
W
5
W
5
D
1
W
2A
W
3
D
2
D
3
W
2A
W
4A
W
2B
W
2B
W
4B
PRO
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PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:10:27 PM, DWG To PDF.pc3
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SURFACE MOUNTED COMPACTFLUORESCENT PL
LEGEND:
1
A-03
G/F REFLECTED CEILING PLAN
SCALE 1:50
2
A-03
2/F REFLECTED CEILING PLAN
SCALE 1:50
A-06
C
A-06
D
A-06
B
A-06
A
A-06
C
A-06
D
A-06
B
A-06
A
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
upup
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
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D B
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N A
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:11:32 PM, DWG To PDF.pc3
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1
A-04
ROOF PLAN
SCALE 1:50
1
A-05
SITE DEVELOPMENT PLAN
SCALE 1:50
PRO
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PRO
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Y LI
NE
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:12:07 PM, DWG To PDF.pc3
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2
A-05
LEFT SIDE ELEVATION
SCALE 1:50
1
A-05
FRONT ELEVATION
SCALE 1:50
3
A-05
REAR ELEVATION
SCALE 1:50
F
2
A-05
LEFT SIDE ELEVATION
SCALE 1:50
F
F F
F
F
FF
F
4
A-05
RIGHT SIDE ELEVATION
SCALE 1:50
F
F
F
F
F
F F
FF
FF
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
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D B
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N A
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K E
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:12:46 PM, DWG To PDF.pc3
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2
A-06
SECTION B
SCALE 1:50
1
A-06
SECTION A
SCALE 1:50
3
A-06
SECTION C
SCALE 1:50
4
A-06
SECTION D
SCALE 1:50
KITCHEN LIVING
BEDROOM
F
F
F
30 cm x 30 cm
F
F FF
1
A-06
SECTION A
SCALE 1:50
3
A-06
SECTION C
SCALE 1:50
T & BLIVING
BEDROOM
DINING
F
KITCHENDINING KITCHEN DINING
30 cm x 30 cm
FF
F
F
F
FF
F
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
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N A
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:13:34 PM, DWG To PDF.pc3
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W-1 W-2A
W-2B W-3 W-4A W-5
DESIGNATION
FINISH
LOCATION
QUANTITY
W-6DESIGNATION
FINISH
LOCATION
QUANTITY
D-1 D-2 D-3DESIGNATION
FINISH
LOCATION
QUANTITY
1
A-07
DOOR SCHEDULE
SCALE 1:30
2
A-07
WINDOW SCHEDULE
SCALE 1:30
F
W-4B
F
W-6A
F
F
F
F
F
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
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N A
UT
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K E
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:14:01 PM, DWG To PDF.pc3
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PLAN
B
2
A
1
A
B
C
2 B
(S
HO
WE
R A
RE
A)
(SHOWER AREA)
(SHOWER AREA)
ELEV C
ELEV A
ELEV B
KITCHEN FFL.
KITCHEN FFL.
ceiling line
ceiling line
ceiling line
Plain Cement
F
up
PORCH
CARPORT
D
1
W
1
W
5
1
A-08
TOILET & BATH TILE LAYOUT
SCALE NTS
2
A-08
PORCH DETAIL
SCALE NTS
SOLID WOOD
CONCRETE
PLAN
LEFT SIDE
ELEVATION
FRONT
ELEVATION
2
A-07
KITCHEN COUNTER DETAIL
SCALE NTS
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
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D B
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N A
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:14:41 PM, DWG To PDF.pc3
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CAPPING
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
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D B
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N A
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ARCHITECTURAL\Architectural (Twin Homes).dwg, 7/24/2017 11:15:17 PM, DWG To PDF.pc3
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mm (in)
100 (4")
MPa (psi)
17.3 (2500)
ELEMENTS
LOCATION
FOUNDATION
STRUCTURAL
FOOTING, SOG
28-DAY COMPRESSIVE STRENGTHMAX. SLUMP
CONCRETE NOTES
SCHEDULE OF STRUCTURAL CONCRETE AT 28 DAYS COMPRESSIVE STRENGTH
MAXIMUM AGGREGATE SIZE
25 mm (1")FOOTINGS
ITEMS
SLABS, WALLS 19 mm (3/4")
SCHEDULE OF CONCRETE AGGREGATES
1. LOCATION OF ALL CONSTRUCTION OR COLD JOINTS MUST NOT BE WITHIN THE SUPPORT AREA. FOR CASE
UNAVOIDABLE, PROPOSED LOCATION MUST BE APPROVED FIRST BY THE ENGINEER/ARCHITECT.
3. PIPES OR DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL
CONCRETE UNLESS SPECIFICALLY DETAILED. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES BUT
SHALL NOT BE EMBEDDED THEREIN.
3 REINFORCING BARS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE BEFORE POURING
CONCRETE. BAR PLACEMENT AND SUPPORTS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ACI PRACTICE.
4. ALL INSERTS, ANCHOR BOLTS, ETC. TO BE EMBEDDED IN THE CONCRETE SHALL BE HOT DIP GALVANIZED UNLESS
NOTED OTHERWISE.
5. IN GENERAL, THE LATEST EDITION OF THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE
STRUCTURES, ACI 315, SHALL BE ADHERED TO, UNLESS SHOWN OTHERWISE.
6. USE OF ADMIXTURES IS PERMITTED TO PRODUCE PROPER SLUMP AND WORKABILITY BUT SUBJECT TO THE
ENGINEER'S APPROVAL. ADDITION OF WATER TO CONCRETE AT JOB SITE IS NOT ALLOWED.
7. PREPARE AND SUBMIT CONCRETE MIX DESIGN INCLUDING AGGREGATES GRADATION, WATER AND CEMENT
CONTENTS, AND CYLINDER STRENGTH TEST RESULT FOR REVIEW.
8. CONCRETE PLACEMENT FOR PMB WALLS SHALL BE DONE USING PRESSURIZED UP CRETE SYSTEM ONLY.
1. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR
BEND SHALL BE MADE COLD.
2. IN GENERAL, BAR SPLICES SHALL BE MADE AT POINTS OF MINIMUM STRESS. SPLICES SHALL BE SECURELY WIRED
TOGETHER STAGGER SPLICES AT LEAST 600mm. WHENEVER POSSIBLE IN BEAMS AND SLABS. SPLICE TOP BARS AT
MID SPAN AND BOTTOM BARS NEAR SUPPORT. SPLICE OF REINFORCEMENT SHALL BE MADE ONLY AS REQUIRED OR
PERMITTED ON DESIGN DRAWINGS OR AS ALLOWED BY THE ACI CODE OR AS AUTHORIZED BY THE ENGINEERS.
3. BARS NOTED AS CONTINUOUS SHALL HAVE A MINIMUM SPLICE LENGTH OF 48 BAR DIAMETER BUT NOT LESS THAN
300mm. UNLESS OTHERWISE NOTED.
4. REINFORCEMENTS SHALL BE SPLICED ONLY AS INDICATED ON THE DRAWINGS.
5. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE NATIONAL STRUCTURAL CODE OF
THE PHILIPPINES (NSCP) 2001 OR THE AMERICAN CONCRETE INSTITUTE BUILDING CODE FOR REINFORCED CONCRETE ACI
318-EXCEPT AS MODIFIED HEREIN.
GENERAL NOTES
1. GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS SHALL APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN
OR NOTED.
2. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY
DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK, OR DURING CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND BRACING FOR THE
STRUCTURE FOR ALL LOADS THAT MAY BE IMPOSED DURING CONSTRUCTIO
FOUNDATION NOTES:
1. SAFE BEARING CAPACITY (SBC) USED IN THE DESIGN = 75 KPA
2. THE STRUCTURAL ENGINEER-OF-RECORD, UPON NOTIFICATION, SHALL CONDUCT A THOROUGH INSPECTION OF THE
FOUNDATION WORKS AFTER EXCAVATION FOR FOOTINGS ARE COMPLETED. NO REINFORCING STEEL OR FORMWORKS
SHALL BE PLACED PRIOR TO INSPECTION. CONCRETE POURING OF THE FOUNDATION SYSTEM SHALL NOT BE ALLOWED
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER-ON-RECORD.
FORM WORKS
CONSTRUCTION JOINT
1. FORMS SHALL BE PROVIDED FOR ALL CONCRETE INDICATED UNLESS SPECIFIED OTHERWISE. FORMS SHALL
BE SET TRUE TO LINE AND GRADE AND MAINTAINED SO AS TO ENSURE COMPETENT WORK WITHIN THE
ALLOWABLE TOLERANCES SPECIFIED AND SHALL BE MORTAR TIGHT.
2. FORMS AND THEIR SUPPORTS SHALL BE DESIGNED SO AS NOT TO DAMAGE PREVIOUSLY PLACED
STRUCTURE.
3. NO CONSTRUCTION LOAD SHALL BE SUPPORTED ON, NOR ANY SHORING REMOVED FROM ANY PART OF
STRUCTURE UNDER CONSTRUCTION EXCEPT WHEN THAT PORTION OF THE STRUCTURE IN COMBINATION
WITH THE REMAINING FORMING AND SHORING SYSTEM HAS SUFFICIENT STRENGTH TO SUPPORT SAFELY ITS
WEIGHT AND ADDITIONAL IMPOSED LOAD.
4. FORMS SHALL BE REMOVED IN SUCH MANNER AS NOT TO IMPAIR SAFETY AND SERVICEABILITY OF THE
STRUCTURE.
1. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 6mm. AMPLITUDE
2. ALL CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN MATTERS
PRIOR TO PLACING OF ADJACENT CONCRETE.
3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER
FOR APPROVAL BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION.
ITEMS COVER
CONCRETE CAST AGAINST EARTH
EXPOSED TO EXTERIOR OR WEATHER
FORMED SURFACE BELOW GRADE
SLAB ON GRADE
COLUMNS AND BEAMS
STRUCTURAL SLABS TOP & BOTTOM (INTERIOR)
75mm
50mm
50mm
20mm
40mm
25mm
J A OR G
90 DEGREE HOOK
130
105
80
300
375
340
205
155
485
610
560
410
305
255
155
115
(MM) (MM)
FINISHED BEND
DIAMETER, D (MM)
BAR SIZE
60
100
80
155
247
275
307
120
485
285
435
155
180
205
280
130
(MM)
A OR G
180 DEGREE HOOK
H APPROX.
90mm
145mm
140mm
H APPROX.
55mm
80mm
100mm
A OR G
105mm
115mm
140mm
GENERAL USE
BAR SIZE
40
55
65
A OR G
105mm
115mm
155mm
SEISMIC USE
A OR G
130mm
170mm
205mm
230mm145mm265mm155 410mm 365mm
145mm305mm145 200mm 170mm
LAND CORP AMAIA SCAPES BAUAN S00
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
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2
A
1
B C D E F G
2
3
4
5
FOUNDATION PLAN
SCHEDULE OF GRADES AND STRENGTHS
MEMBERS f 'c (MPa) fy (MPa)
SCHEDULE OF GRADE
SCHEDULE OF FOOTING
MARK
FOOTING
WIDTH
REMARKS
LENGTH THK. TRANSVERSE LONGITUDINAL
REINFORCEMENTSDIMENSIONS
TS1 TS1
TS
2
TS
2
TS
2
TS1TS1TS1TS1
TS1 TS1
TS1TS1
TS2
(FOR STAIRS)
TS2
(FOR STAIRS)
TS
1
TS
1
THICKENING SLAB TS1SECTION
THICKENING SLAB TS2
LAND CORP AMAIA SCAPES BAUAN S01
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
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1
B C D E F
2
3
4
SECOND FLOOR SUSPENDED SLAB
BOTTOM REINFORCEMENT LAYOUT
ST
AIR
WE
LL
ST
AIR
WE
LL
1
B C D E F
2
3
4
SECOND FLOOR SUSPENDED SLAB
TOP REINFORCEMENT LAYOUT
ST
AIR
WE
LL
ST
AIR
WE
LL
B C D E F
LAND CORP AMAIA SCAPES BAUAN S02
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
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K E
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PR
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1
B C D E F
2
3
4
ROOF FRAMING PLAN
1
C D E
2
FNFN FN FN FN FN FN FN FN FN
FN FN FN
FN
FN FN FN
FN
FN FN FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
FN
RF
-1
RF
-1
RF
-1
A
RF
-1
B
RF
-2
RF
-2
RF
-2
A
RF
-2
A
RF
-2
B
RF
-2
B
RF-1C
RF
-2
D
RF
-2
D
RF-1C
RF-1C
RF-1C
RF-1C
RF-1C
RF-1CRF-1C
RF-1C
RF-1C
RF-1C
RF-1C
RF-1C
RF-1C
RF-2CRF-2C
RF-1D RF-1D
RF-1D RF-1D
3
RF-1
24
RF-1A
RF-1B
RF-2
4
4
RAFTER SECTIONS
RF-1 RF-2 FN
D EC
RF-1D
C/E
4
RF-2C
4
RF-2B
3
RF-2A
B/F
5
RF-1C
4
4
RAFTER DETAILS
LAND CORP AMAIA SCAPES BAUAN S03
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
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N A
UT
OD
ES
K E
DU
CA
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NA
L P
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DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
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UT
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ES
K E
DU
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NA
L P
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\STRUCTURAL\BAUAN_Twin Homes.dwg, 7/24/2017 11:30:35 PM, DWG To PDF.pc3
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CONNECTION DETAILS
RF-1 TO WALL
CONNECTION DETAILS
FASCIA NAILER TO RAFTER
ELEVATION SECTION
CONNECTION DETAILS
PURLIN TO RAFTER
ELEVATION ISOMETRIC
ELEVATION
SECTION
CONNECTION DETAILS
RF-1 TO WALL
CONNECTION DETAILS
RF-2 TO WALL
ELEVATION
PLAN
SECTION
ELEVATION SECTION
CONNECTION DETAILS
RF-1 TO WALL
PLAN
40
0
5
0
55
0
1
6
0
15
0
40
0
5
0
49
5
1
6
0
95
50
50
10
0
16
01
60
90
16
01
60
H
L
R
A
F
T
E
R
WITH WINDOW / DOOR OPENING FOR
SMART BLOCK - TYPE SYSTEM
BEAM SECTION
L
H
WITHOUT WINDOW / DOOR OPENING FOR
SMART BLOCK - TYPE SYSTEM
@70 mm
RAFTER BEAM CONNECTION DETAILS
LAND CORP AMAIA SCAPES BAUAN S04
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\STRUCTURAL\BAUAN_Twin Homes.dwg, 7/24/2017 11:32:34 PM, DWG To PDF.pc3
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COMMON WALL SIDE ELEVATION SIDE ELEVATION SIDE ELEVATION
4 3 2 1
4 3 2
12
KEY PLAN
1
2
3
LAND CORP AMAIA SCAPES BAUAN S05
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
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DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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UC
ED
B
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N A
UT
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K E
DU
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NA
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C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\STRUCTURAL\BAUAN_Twin Homes.dwg, 7/24/2017 11:33:44 PM, DWG To PDF.pc3
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FRONT ELEVATION
E D C
B FC ED
F BE CD
REAR ELEVATION
REAR ELEVATION
KEY PLAN
4
5
6
LAND CORP AMAIA SCAPES BAUAN S06
(TWIN HOMES)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
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CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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UC
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THE SITE
3
A-01
VICINITY MAP
N T S
G E N E R A L N O T E S
L E G E N D S
LP
LOAD SCHEDULE
GROUND ROD DETAIL
C
T
PANELBOARD DETAIL
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
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N A
UT
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ES
K E
DU
CA
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NA
L P
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DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ELECTRICAL\Electrical (Twin Homes).dwg, 7/24/2017 11:18:58 PM, DWG To PDF.pc3
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G/F END UNITAREA - 25.09 SQM
(44 ON 65)
up
KITCHENDINING
PORCH
T&B
TOTAL AREA = 43.88/ 44.00 SQM
LIVING
CARPORT
G/F END UNITAREA - 25.09 SQM
(44 ON 65)TOTAL AREA = 43.88/ 44.00 SQM
LIVING
CARPORT
2/F END UNITAREA - 18.79 SQM
(44 ON 65)
dn
2/F END UNITAREA - 18.79 SQM
(44 ON 65)
dn
KITCHEN DINING
up
PORCH
T&B
1
E-02
GROUND FLOOR POWER
SCALE 1:50
2
E-02
SECOND FLOOR POWER
SCALE 1:50
LP
CT
LP-2
LP-3
TO C.O. CKT
LP
CT
LP-2
LP-3
LP-2 BELOW
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ELECTRICAL\Electrical (Twin Homes).dwg, 7/24/2017 11:20:10 PM, DWG To PDF.pc3
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G/F END UNITAREA - 25.09 SQM
(44 ON 65)
G/F END UNITAREA - 25.09 SQM
(44 ON 65)
2/F END UNITAREA - 18.79 SQM
(44 ON 65)
2/F END UNITAREA - 18.79 SQM
(44 ON 65)
SURFACE MOUNTED COMPACTFLUORESCENT PL
LEGEND:
1
E-03
GROUND FLOOR LIGHTING LAYOUT
SCALE 1:50
2
E-03
SECOND FLOOR LIGHTING LAYOUT
SCALE 1:50
2Sde
LP-1
2Sb S3W
TO SABOVE
3W
b
d e
S
S
S3W
S
3W
S
2Sfg
f
g
TO SBELOW
3W
TO LIGHT CKTLP-1 BELOW2S
de
b
de
S
S
2SaS3W
TO SABOVE
3W
LP-1
S3W
S
3W
S
2Sfg
f
g
TO SBELOW3W
TO LIGHT CKTLP-1 BELOW
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\ELECTRICAL\Electrical (Twin Homes).dwg, 7/24/2017 11:20:46 PM, DWG To PDF.pc3
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11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\PLUMBING\Plumbing (Twin Homes).dwg, 7/24/2017 11:24:18 PM, DWG To PDF.pc3
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up
KITCHENDINING
PORCH
T&B
LIVING
CARPORT
LIVING
CARPORT
KITCHEN DINING
up
PORCH
T&B
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\PLUMBING\Plumbing (Twin Homes).dwg, 7/24/2017 11:24:38 PM, DWG To PDF.pc3
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dn dn
11
66
77
88
55
22
3
44
3
MAD
- - -
TPH
02/01/10
TWIN HOMES
AMAIA LAND
CORPORATION
12/17/10
02 /7/ 10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
C:\Users\user\Music\MDCBP CMG\Old Design of Scapes Model\Bauan (Twin Homes)\PLUMBING\Plumbing (Twin Homes).dwg, 7/24/2017 11:24:59 PM, DWG To PDF.pc3
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