THE UNIVERTSITY OF MANILA

College of Engineering and Architecture

Civil Engineering Department

PLATE NO. 1
(WORKING DRAWINGS :A PROPOSED TWO-STOREY RESIDENCE)

EU25CE3
ENGINEERING UTILITIES 2

SUBMITTED BY:

SUBMITTED TO:
Engr. Joevannie Emmanuel C. Lumagas
05/17/2021
 CIVIL PLAN

The proposed a 2-Storey Residential Building it has a 3 studio type unit which have a floor area of 25.
20sq.m each units 1 meter length hallway for convenience and ease, firewalls, and has a setback of approximately 6.5 meters from the
road which can be used for temporary parking of small vehicles.

Travelling from Metro Manila, the site can be accessed by taking a bus from Lawton or Paranaque Integrated Terminal Exchange
(PITX) to Sampaloc for almost 1 hour of travel time, in barangay 461 of Sampaloc near the Ospital ng Sampaloc .

The expected completion time of the project is 1.8 years, with all the standard requirements authorized by the National Building
Code of the Philippines shall be followed. The project has a required budget of Php 2,250,000.00, already written in the contract.

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING

 SITE DESCRIPTION
This Building is located at #261 Earnshaw Street Barangay 461 Sampaloc Manila. The Building is approximately 1 block away from the Barangay
Hall which is situated at approximately 14°36'29.6"N 120°59'47.7"E in Sampaloc Manila.

The expected completion time of the project is 1.8 years, with all the standard requirements authorized by the National Building Code of the
Philippines shall be followed. The project has a required budget of Php 2,250,000.00, already written in the contract.

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING

 FOUNDATION PLAN AND FRAMING PLAN

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
 STRUCTURAL GENERAL NOTES

General Notes: CONCRETING WORKS:

1. THESE CONSTRUCTION NOTES ARE SUPPLEMENTAL TO AND 1. ALL CONCRETING WORKS SHALL BE DONE IN ACCORDANCE
FORM PART OF THE PLANS, DRAWINGS, AND SPECIFICATIONS. WITH THE ACI-318-83 BUILDING CODE REQURIEMENTS FOR
2. WHERE DETAILS OR REQUIREMENTS ARE NOT COVERED BY REINFORCED CONCRETE.
THE PLANS AND SPECIFICATION, THESE CONSTRUCTION NOTES 2. WHERE DETAILS OR REQUIREMENTS ARE NOT COVERED BY
SHALL BE IN USED SO FAR AS THERE ARE APPLICABLE TO THE PLANS AND SPECIFICATIONS, THESE CONSTRUCTION NOTES
SATISFY REQUIREMTNS OF GOOD CONSTRUCTION PRACTICE. SHALL BE IN USED IN SO FAR AS THEY ARE APPLICABLE TO
3. IN CASE OF QUESTIONS RISING FROM THE INTERPRETATION SATISFY REQUIREMENTS OF GOOD CONSTRUCTION PRACTICE.
OF/OR CONFLICT WITH OTHER DOCUMENTS, THE ATTENTION OF 3. IN CASE OF QUESTIONS AISING FROM THE INTERPRETATION
THE OWNER /ENGINEER SHAL BE CALLED IN WRITING FOR OF/OR CONFLICT WITH OTHER DOCUMENTS, THE ATTENTION OF
CONSTRUCTION PURPOSES THE OWNER /ENGINEER SHAL BE CALLED IN WRITING.
4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE
NOTED. NOTED. IN THE INTERPRETATION OF THE DRAWINGS, INDICATED
5. IN THE INTERPRETATION OF THE DRAWINGS, INDICATED DIMENSION SHALL GOVERN; DISTANCES OR SIZES SHALL BE
DIMENSION SHALL GOVERN; DISTANCES OR SIZES SHALL BE SCALED FOR.
SCALED FOR. 5. IN CASE OF DISCREPANCIES AS TO LAYOUT, DIMENSIONS, AND
6. IN CASE OF DISCREPANCIES AS TO LAYOUT, DIMENSIONS, AND ELEVATION BETWEEN STRUCTURAL PLANS AND OTHER
ELEVATION BETWEEN STRUCTURAL PLANS AND OTHER DRAWINS, THE CONTRACTOR SHALL NOTIFY BOTH THE
DRAWINS, THE CONTRACTOR SHALL NOTIFY BOTH THE STRUCTURAL ENGINEER AND THE OWNER’S REPRESENTATIVE
STRUCTURAL ENGINEER AND THE OWNER’S REPRESENTATIVE OR SITE ENGINEER IN WAIITING BEFORE PROCEEDING WITH THE
OR SITE ENGINEER IN WAIITING BEFORE PROCEEDING WITH THE AFFECTED WORK.
AFFECTED WORK. 6. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH
7. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ARCHITECT’S AND OTHER ENGINEERING DISCIPLIN DRAWINGS.
ARCHITECT’S AND OTHER ENGINEERING DISCIPLIN DRAWINGS.
WELDING WORKS:
NOTES ON FOOTINGS/FOUNDATION: 1. WELDING OF STRUCTURAL STEEL SHALL BE DONE ONLY WHEN
1. NO FOOTINGS/MAT SHALL REST ON FILL. SHOWN ON THE PLANS OR AUTHORIZED IN WRITING BY THE
2. FOOTINGS ARE DESIGNED TO REST ON SOIL SIRFACE WITH ENGINEER, ALL ARC WELDING ELECTRODES SHALL CONFORM TO
ASSUMED BEARING CAPACITY AS SPECIFIED IN DESGIN THE REQUIREMENTS OF AMERICAN SHALL BE SMOTTH, UNIFROM
CRITERIA AND FREE FROM, FINS TEARS AND OTHER DEFECTS WHICH
WOUODL ADVESELY AFFECT THE QUALITY OF THE WELD.

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
 ARCHITECTURAL PLAN
The Proposed 2-storey building is designed and met the requirements for residential purposes. This apartment style building consists of 4
units, 2 units in every floor. Each unit is a complete house with one (1) kitchen, bedroom, living area and a toilet and bath. The building is
incorporated with two (2) stairs leading to second floor and roof deck for the residents. The building has a total of twelve (12) doors, three (3)
doors each unit composed of single swing panel type door frame 2" x 6" K.D. Tanguile wood and single swing flush type door frame 2" x 4"
hollow core with master lock satin finish. There are also total of twelve (12) windows, three (3) windows each unit made of 6mm THK clear
glass awning window in aluminium frame (powder coated finish, dark gray).

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING

 ARCHITECTURAL GENERAL NOTES

General Notes: 10. ALL ALUMINUM TRIMS SHALL BE POWDER COATED FINISH.
1. THESE DRAWINGS INDICATE IN GENERAL THE PROJECT IN TERMS OF 11. ALL PLASTERED SURFACES SHALL BE PAINTED.
ARCHITECTURAL DESIGN INTENS, THE DIMENSIONS OF THE BUILDING, 12. ALL WALL FINISHES OR CEMENT PLASTERING WORKS ARE TO BE
THE MAJOR ARCHITECTURAL ELEMENTSAND TYPE OF STRUCTURAL, EXTENDED 10CM. ABOVE SUSPENDED CEILING LEVEL (ELEVATION) OR
MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT AS INDICATED.
NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL 13. ALL UNDIMENSIONED WALL SHOULDERS SHALL BE 100MM WIDE.
PERFORMANCEAND COMPLETION OF THE REQUIREMENTS OF THE 14. REFER SCHEDULE OF WALL TYPES FOR DIFFERENT WALL
CONTRACT DOCUMENTS AS INDICATED OR DESCRIBED, THE SITUATIONS
CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER 15. ALL BLOCKWALLS ENCLOSING THE FIRE ZONES SHALL BE LIGHT
EXECUTIONAND COMPLETION. WEIGHT CONCRETE BLOCKWALL AND EXRENDED UP TO SOFFIT OF THE
2. THE CONTRACTOR SHALL COORDINATE ALL THE MECHANICAL SLAB TO PROVIDE 2 HRS FIRE RATING.
FLOOR/WALL SLEEVES AND SHAFTS INCONCRETE SLABS/WALLS WITH 16. ALL SHAFT WALLS TO PROVIDE FOR 2 HRS FIRE RATING.
MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, 17. ALL SHAFTS SHALL BE SEALED AT BOTTOM & TOP TO PROVIDE 2
STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, HRS FIRE RATING.
IF ANY, TO BE BROUGHT TO NOTICE OF THE ENGINEER PRIOR TO 18. ALL FIRE DOORS SHALL HAVE SMOKE SEAL INTEGRAL WITH IT.
EXECUTION OF WORK. 19. ALL PLUMBING H.V.A.C. OPENINGS IN FIRE RATED WALLS & SLABS
3. THE CONTRACTOR SHALL CONDUCT HIS OWN SITE SURVEY OF THE SHALL BE PROVIDED WITH FIRE SMOKE SEALS OF THE SAME FIRE
EXISTING GROUND AND CURB ELEVATIONS (LEVELS) ARE IN METERS. RATING AS OF THE WALLS & SLABS THEY PENETRATE.
4. CONTRACTORS SHOP DRAWINGS SHOULD INDICATE ACTUAL 20. CONTRACTOR TO LOCATE ALL ACCESS PANEL IN THE GYPSUM
ELEVATIONS (LEVELS). BOARD CEILING FOR SERVICES.
5. ALL ELEVATIONS (LEVELS) ARE IN METERS. 21. FOR AREAS WITHOUT SUSPENDED CEILING HAVING EXPOSED SLAB
6. ALL DIMENSIONS ARE IN MM AND ANGLES IN DEGREES UNLESS ANF BEAMS, WALL FINISH MATERIAL SHALL BE FROM FLOOR LEVEL TO
OTHERWISE NOTED. BOTTOM OF SLAB LEVEL.
7. ONLY WRITTEN DIMENSIONS IN ALL CASES SHALL BE FOLLOWED. 22. THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS
8. ALL EXISTING OR PROPOSED ELEVATIONS (LEVELS) AND FOR ALL WORKS WITH ALL NECESSARY DETAILS AND DESIGN
DIMENSIONS, ON SITE AND ON DRAWINGS MUST BE CHECKED AND INFORMATION FOR APPROVAL.
VERIFIED BY THE CONTRACTOR BEFORE THE PREPARATION OF SHOP 23. NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT
DRAWINGS OR COMMENCEMENT OF ANY ITEM OF WORK ON THE SITE. SYSTEMS AND MATERIALS ARE TO BE REVIEWED, COORDINATED AND
9. ARCHITECTURAL DRAWINGS MUST ALWAYS BE READ IN ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.
CONJUNCTION WITH ALL OTHER RELEVANT SERVICES DRAWINGS AND
CONTRACT DOCUMENTS. ANY DESCREPANCY BETWEEN THESE
DRAWINGS AND DOCUMENTS SHOULD BE REPORTED TO THE ENGINEER
FOR CLARIFICATION.

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING

PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING
PROPOSED 2-STOREY WITH ROOFDECK RESIDENTIAL BUILDING