CE183P-2_ Proposed Two-Storey Residential House in Dasmarinas, Cavite

A PROPOSED TWO-STOREY RESIDENTIAL HOUSE IN DASMARINAS, CAVITE PROJECT CLIENT/ BENEFICIARY BRGY. LANGKAAN 1

PROJECT ADDRESS LANGKAAN 1, DASMARINAS CAVITE

TWO-STOREY RESIDENTIAL HOUSE

ABOUT THE COMPANY

INNOBUILDERS - CONSTRUCTION -

Innobuilders is a group of engineers focused on creating quality services and infrastructure for every client. Their goal is to provide a safe environment for people involved in the construction processes and also for the people who will spend most of their time on the infrastructure when it is already established.

Vision To become one of the most trusted and best contractors in the Philippines that is known for providing an outstanding outcome for every created project.

Mission To provide a transparent process of the project for every client.

To establish projects with reliability and quality in every aspect of construction.

To create value for our customers by providing exceptional service while using a professional approach To improve and adapt new technologies opportunities in construction industry.

PINOY BIG BUILDERS

that

will

open

ABOUT THE COMPANY MEET OUR ENGINEERS

ENGR. CUEVAS, JESENE F. CEM

ENGR. ESPIRITU, SHEENA ANN B. TRANSPORTATION

ENGR. LANGIT, JEROME D. CEM

ENGR. SARMIENTO, MARIA TRISHA B.

CEM

PROJECT DESCRIPTION A

CONSTRUCTION

PROJECT

AIMED

TO

DESIGN

A

RESIDENTIAL BUILDING LOCATED AT BRGY. LANGKAAN 1 DASMARIÑAS, CAVITE

TO BE ABLE TO WORK TOWARD THE DESIRED RESULTS WITHIN OUR IN A PROPOSAL, TOOLS (DIGITAL SOFTWARE) ARE USED FOR PREPARATION AND ASSESSMENT.

USAGE

OF

THERMAL

COMFORT

OF

THE

RESIDENTIAL

PROJECT BASED ON THE NATURAL COOLING SYSTEM

INNOVATION FOR

THE

BENEFIT

ORGANIZATION

OF

ASPIRES

OUR TO

BENEFICIARIES,

HELP

BUILD

OUR

ECONOMICAL,

SUSTAINABLE RESIDENTIAL STRUCTURES. THE PROPOSED PROJECT

WILL

EMPLOY

HYBRID

COOLING

SYSTEM

TECHNIQUE BY INCORPORATING THE DESIGN OF URBAN PASSIVE

HOUSING

COOLING

SYSTEM

THROUGH PASSIVE VENTILATION TO PRIORITIZE

ENERGY

EFFICIENCY, RELIANCE SYSTEMS.

ON

USING

THERMAL

NATURAL

COMFORT,

MECHANICAL

HEATING

AND AND

REDUCED COOLING

BUILDING PERMIT

ARCHITECTURAL PLANS Floor Plan Model

ARCHITECTURAL PLANS 3D Design Model

ARCHITECTURAL PLANS 3D Design Model

STRUCTURAL PLANS CONSTRUCTION NOTES 1. CODES AND STANDARDS:

- ALL STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF NSCP 2015, AS WELL AS THE NATIONAL BUILDING CODE OF THE PHILIPPINES AND OTHER CODES AND REGULATIONS FOR THE PROVISIONS IN THE SYSTEMS INCLUDED IN THIS PROJECT.

2. DRAWINGS AND DOCUMENTS:

- THE CONTRACTOR SHALL REFER TO AND COORDINATE ALL WORK WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. ANY CONFLICTS BETWEEN STRUCTURAL DRAWINGS AND OTHER DISCIPLINES' DRAWINGS SHALL BE RESOLVED WITH THE STRUCTURAL ENGINEER'S APPROVAL. - DIMENSIONS AND DRAWINGS ARE IN M, OR STATED AS IT IS.

3. MATERIALS AND SPECIFICATIONS: - ALL STRUCTURAL MATERIALS, INCLUDING CONCRETE, STEEL, AND CONNECTIONS, SHALL CONFORM TO THE SPECIFIED ASTM OR OTHER RELEVANT STANDARDS. - THE CONCRETE MIX DESIGN AND REINFORCEMENT DETAILS SHALL BE IN ACCORDANCE WITH THE APPROVED STRUCTURAL DRAWINGS AND SPECIFICATIONS. CONCRETE COMPRESSIVE STRENGTH FC’ = 23.6 KN/M3 YIELD STRENGTH OF MAIN BARS FY = 230 MPA FOR 20MM AND 10MM BARS YIELD STRENGTH OF MINOR BARS FYH = 230 MPA FOR 10MM BARS

STRUCTURAL PLANS CONSTRUCTION NOTES 4. LOADS NON-STRUCTURAL DEAD LOADS FOR BASIC RESIDENTIAL BUILDING: CEILING:

GYPSUM

BOARD

(0.008KPA/MM),

SUSPENDED

STEEL

CHANNEL (0.10KPA) ROOF COVER: DECK METAL GAGE 20 GAGE (0.12KPA) FLOOR FINISHES: CERAMIC TILE 25MM (1.1KPA) LIVE LOAD FOR BASIC RESIDENTIAL BUILDING: (1.9KPA) 5. FOUNDATION REQUIREMENTS: - THE CONTRACTOR SHALL PREPARE THE FOUNDATION AS PER THE APPROVED GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS. -

FOUNDATION

GEOTECHNICAL

EXCAVATIONS ENGINEER

FOR

SHALL

BE

COMPLIANCE

INSPECTED

BY

WITH

BEARING

SOIL

THE

CAPACITIES AND DEPTH REQUIREMENTS. 5. STRUCTURAL FRAMING: - THE STRUCTURAL FRAMING LAYOUT AND MEMBER SIZES SHOWN ON THE DRAWINGS SHALL NOT BE ALTERED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. 6. WELDING AND BOLTING: -

ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN

ACCORDANCE WITH AWS D1.1 (OR RELEVANT CODE).

-

BOLTED CONNECTIONS SHALL CONFORM TO AISC SPECIFICATIONS,

AND BOLT TIGHTENING SHALL COMPLY WITH THE SPECIFIED TORQUE VALUES. 7. SEISMIC DESIGN: - SEISMIC DESIGN PROVISIONS SHALL COMPLY WITH THE NSCP 2015 SEISMIC PROVISION, AND SEISMIC DETAILING REQUIREMENTS SHALL BE STRICTLY FOLLOWED.

THESE

GENERAL

NOTES

ARE

PROVIDED

AS

GUIDANCE

FOR

THE

CONSTRUCTION OF THIS PROJECT AND ARE SUBJECT TO CHANGE AS DIRECTED

BY

THE

STRUCTURAL

SUBCONTRACTORS

SHALL

COORDINATE

THE

WITH

ENGINEER.

ADHERE

STRUCTURAL

TO

CONTRACTORS THESE

ENGINEER

THROUGHOUT THE CONSTRUCTION PROCESS.

NOTES AS

AND AND

NECESSARY

STRUCTURAL PLANS ANALYTICAL MODEL

PINOY BIG BUILDERS

STRUCTURAL PLANS FOUNDATION PLAN

STRUCTURAL PLANS FRAMING PLANS

STRUCTURAL PLANS SLAB DESIGN

STRUCTURAL PLANS SLAB LOAD CALCULATION

STRUCTURAL PLANS SLAB LOAD CALCULATION

STRUCTURAL PLANS BEAM DESIGN AND SCHEDULE

STRUCTURAL PLANS BEAM LOAD COMPUTATION

STRUCTURAL PLANS BEAM LOAD COMPUTATION

STRUCTURAL PLANS BEAM LOAD COMPUTATION

STRUCTURAL PLANS COLUMN AND FOOTING DETAIL

STRUCTURAL PLANS COLUMN LOAD COMPUTATION

STRUCTURAL PLANS COLUMN LOAD COMPUTATION

STRUCTURAL PLANS STAAD OUTPUT

STRUCTURAL PLANS STAAD OUTPUT

STRUCTURAL PLANS STAAD OUTPUT

STRUCTURAL PLANS STAAD OUTPUT

PLUMBING PLANS WATER DISTRIBUTION LEVEL 1

PLUMBING PLANS SANITARY DRAINAGE

PLUMBING PLANS STORM DRAINAGE LEVEL 1

PLUMBING PLANS SANITARY AND STORM DRAINAGE LEVEL 2

PLUMBING PLANS

COST ESTIMATION

SUMMARY OF MATERIALS FOR CONCRETE WORKS 40 kg AA Cement Bags

…….

186

bags

Sand

…….

7.75

cu. m

Gravel

…….

15.50

cu. m

TOTAL COST

50,220.00

5,425.00 10,850.00 66,495.00

SUMMARY OF MATERIALS FOR STEEL WORKS

STEEL BARS 10mm x 6m

Cost …….

619.00

pcs

25,998.00

…….

68

pcs

4,760.00

TIE WIRES 16 mm TOTAL

30,758.00

COST ESTIMATION SUMMARY OF MATERIALS FOR MASONRY EXTERIOR CHB

Cost ……

1,733

pcs

34661.25

CLASS B CEMENT ……

247

bags

66670.22115

CLASS C CEMENT ……

185

bags

49974.59025

CLASS D CEMENT ……

154

bags

41664.20895

SAND

……

20.57

cu. m

14400.50157

……

1,733

pcs

34661.25

CLASS A CEMENT ……

80

bags

21562.0704

CLASS B CEMENT ……

194

bags

52295.50755

CLASS C CEMENT ……

145

bags

39193.55505

CLASS D CEMENT ……

121

bags

32680.01295

SAND

……

16.14

cu. m

11294.85357

……

88

pcs

1765.625

CLASS A CEMENT ……

4

bags

1098.36

CLASS B CEMENT ……

10

bags

2663.904375

CLASS C CEMENT ……

7

bags

1996.498125

CLASS D CEMENT ……

6

bags

1664.701875

SAND

0.82

cu. m

575.353625

INTERIOR CHB

ROOFING CHB

TOTAL

……

408,822.46

COST ESTIMATION SUMMARY OF MATERIALS FOR CHB REINFORCEMENT

EXTERIOR

Cost

Vertical Bars@60 cm o.c.

10 mm x 13.5 m

……. 59

pcs

17,700.00 -

Horizontal Bars@ every 3 layers

10 mm x 13.5 m

……. 55

pcs

10 mm x 7 m

……. 8

pcs

No.16 Tie Wires@25cm

……. 7.46

kg

No.16 Tie Wires@30cm

……. 1.51

kg

TOTAL

16,500.00 2,400.00

455.32

92.36

37,147.68

COST ESTIMATION SUMMARY OF MATERIALS FOR LUMBER

LUMBER

Cost

2''x3''x14'

…….

2,184

bd. Ft.

2''x2''x14'

…….

420.00

bd. Ft.

87,360.00

16,800.00 -

TOTAL

104,160.00

TOTAL COST ESTIMATE PRICE (PHP)

DESIGNATION Concrete Works

…….

66,495

CHB Reinforcement

…….

37,147.68

Lumber

…….

104,160.00

Steel Works

…….

30,758.00

Masonry

…….

408,822.46

TOTAL

647,383.15

SCHEDULE

SPECIFICATIONS

I. Project Site The location of the construction site is at Langkaan I Baranggay hall Dasmarinas, Cavite.

II. Material Specifications Prioritize soil removed from the site to be used as backfill material. Gravel or soil material should be devoid of inorganic material, garbage masonry, rubble, stones with diameter larger than 6", and any alien substance.

Use of only one kind of Portland cement is required. Sand that has been made or found naturally must make up fine aggregates.

Gravel is the only acceptable coarse aggregate. The 28th day concrete strength of three samples of concrete must be determined. The concrete must then be allowed to cure for 7 days or as recommended by the manufacturer.

SPECIFICATIONS

III. Architectural Work and Specifications Both interior and exterior wall are concrete hollow bricks that have been coated and plastered

IV. Roofing Material Corrugated metal roof gauge 24 was used. It maintains its appearance for the long-term and resitant to extreme weather.