produced by an autodesk educational product...the philippines (nscp) 2001 or the american concrete...

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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


SCALE 1:100

3

A-01

VICINITY MAP

N T S

PORCH & TOILET & BATH TILE LAYOT

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KITCHENDINING

PORCH

T&B

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CARPORT

LIVING

CARPORT

dn dn

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C

A-06

D

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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

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W

1

W

2A

W

4A

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3

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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

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ROOF PLAN

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1

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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

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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

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F

F

F

FF

F

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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

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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

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CAPPING

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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)


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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


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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

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ST

AIR

WE

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B C D E F


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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


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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


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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


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K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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FRONT ELEVATION

E D C

B FC ED

F BE CD

REAR ELEVATION

REAR ELEVATION

KEY PLAN

4

5

6


(TWIN HOMES)


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

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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


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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 11:18:58 PM, DWG To PDF.pc3






G/F END UNITAREA - 25.09 SQM

(44 ON 65)

up

KITCHENDINING

PORCH

T&B

TOTAL AREA = 43.88/ 44.00 SQM

LIVING

CARPORT


(44 ON 65)TOTAL AREA = 43.88/ 44.00 SQM

LIVING

CARPORT

2/F END UNITAREA - 18.79 SQM

(44 ON 65)

dn


(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


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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(44 ON 65)


(44 ON 65)


(44 ON 65)


(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


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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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


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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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


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


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