CONSTRUCTION MANAGEMENT PLAN for Two-Storey Residential Building Brgy. San Vicente, Alaminos, Laguna In fulfillment of the Requirements for the Course Subject: CEM 401- Professional Course 1 Construction Software for Construction Management Project Team: Aquino, Alyzza Mariella N. Angeles, Rycesa P. Cua, Ken Vriane A. Magboo, Prince Luke B. Orosa, Jude Mary Verone M. Panaligan, Margie L. Pisano, Harrelson Q. Rosales, Jerico R. Valencia, Jego Gabriel S. Engr. Ereck R. Andal CEM 401 Professor
CONTENTS 1 Company Profile 2 Project Overview and Site Location 3 Risk and Hazard Assessment 4 Project Plans 5 Construction Phases and Activities 6 Construction Project Schedule 7 Estimates 8 Construction Safety and Health Program
1 COMPANY BACKGROUND ND Construction (NLD Construction) is located at Unit 25, Shedd Building, Kamatoy Street, Población dos Santa Cruz, Laguna. The company can provide cost-effective construction services and they are experts in customizing houses, offices, buildings around the Philippines. The company can also provide 3D models that will suit your style and will fit your budget. Furthermore, the assurance about the quality of workmanship by the company is fitted to the customers satisfaction. The company’s experience in building the smallest to high-end houses buildings are the best services that they can provide for every client’s needs. OUR MISSION To es.tablish and maintain strong relationship with clients by providing an efficient and flexible team composed of the management that run the project smoothly from planning down to finishing and skilled workers that only use quality materials, equipment, and facilities. OUR VISION . ND Construction strives to be recognized in the construction industry, and be one of the leading contractors across the nation from venturing on a wider scope of Fit-out Products and Construction Services. OUR CORE VALUES ROLES AND RWeEsStroPngOly liNveSbyIBtheILvaIluTesIEofS: • Mutual Respect for stakeholders, employees and customers • Customer Driven – needs of customers is our top priority • Productivity & Profitability through competent and engaged human capital • Integrity & Innovation in our products and services
ROLES AND RESPONSIBILITIES This section contains the list of personnel involved in the construction phase, as well as their roles and responsibilities in the project. PROJECT MANAGER: • The person responsible for planning and overseeing projects to ensure they are completed in a timely fashion and within budget. PROJECT ENGINEER: • The individual in charge of the technical and engineering ARCHITECT: aspects of their assigned assignments. Planning, scheduling, and management of all technical duties are handled by the project engineer from start to finish to ensure accuracy, sufficient resources, and quality. • Does consultation with clients to determine their wants and needs. Prepare sketches, specifications, and construction documents which lead and develop early concepts of the project through design development. COST ESTIMATOR: • The individual who is tasked to collect and analyze data in order to estimate the time, money, materials, and labor CONSTRUCTION required to manufacture a product, construct a building, or FOREMAN: provide a service. • Responsible for planning daily tasks, creating staff schedules, overseeing site quality, and managing the budget They must also report to their supervisors on the project's progress.
SKILLED LABORERS: • Distributed between electricians, masons, plumbers, and other tradesmen are required to construct, remodel, or repair a home or structure. Some skilled workers in the construction sector, such as electricians, require particular training and licensing to guarantee work is completed in accordance with city rules and safety standards. GENERAL LABORERS: • Is in charge of carrying out numerous activities to assist other workers at warehouses, building sites, and factories They help other crew members by delivering materials and equipment needed to finish tasks on time. Organizational Structure in Construction:
2 PROJECT OVERVIEW AND SITE LOCATION A project overview is the summary of fundamental data that most stakeholders need. This section enables concerned parties to outline necessary steps in constructing the project which includes project schedule, number of workforces, resources, and budget. The following data below adheres from previous statement: Building Type: Two-Storey Residential Location: Brgy. San Vicente, Alaminos, Laguna Amenities: 2 Bedrooms 2 Toilets and Baths Gross Area: Kitchen Minimum Lot Area: Living Room Landmark: Balcony 1-Vehicle Carport Project Start Date: 48 sq.m. Project End Date: 89 sq.m. Project Duration: 92.48m away from PureGold Alaminos Number of Workers: 194m from Alaminos Bypass Road Estimated Cost: Near Sea Oil San Juan Along Pan Philippine Highway June 6, 2022 October 27, 2022 143 Days – 6 Working Days a Week 61 laborers 1, 112, 911.35 pesos
VICINITY MAP ACTUAL SITE
3 RISK AND HAZARD ASSESSMENT + In this section, the risks and hazards of the project location were assessed to determine the topographical condition of the site before the project execution. The assessment was done via HazardHunter.Ph website.
4 PROJECT PLANS Project plan is a detailed compilation of architectural and structural plan of the proposed project. This section enables concerned parties to be informed on the following construction details as follows: Contents: ▪ Perspective Plan ▪ Site Development Plan ▪ Floor Plan ▪ Roof Plan ▪ Elevations ▪ Foundation Plan ▪ Wall Footing Plan ▪ Sections, Reflected Ceiling Plans, Bay Section ▪ Roof Eaves Details, Stairs Details, and Balcony Railing Details ▪ Toilet and Bath Details, T&B Base Wall Tiles Connection Details, Mirror/ Tile Connection Detail ▪ Miscellaneous Details ▪ Schedule of Doors and Windows, and Kitchen Details ▪ Lighting Lay-out ▪ Sanitary and Storm Drainage Layout ▪ Water Distribution Layout
TABLE OF CONTENTS REPUBLIC OF THE PHILIPPINES Sheet Number Sheet Name DEPARTMENT OF PUBLIC WORKS TRANSPORTATION AND COMMUNICATION A001 PERSPECTIVE, SITE DEVELOPMENT PLAN OFFICE OF THE BUILDING OFFICIAL DISTRICT / CITY / MUNICIPALITY A002 FLOOR PLANS, ROOF PLAN LAND USE & ZONING A003 ELEVATIONS LINE & GRADE A004 SECTIONS, REFLECTED CEILING PLANS,BAY SECTION A005 ROOF EAVES DETAILS, STAIRS DETAILS, BALCONY RAILING DETAILS A006 TOILET & BATH DETAILS, T&B BASE WALL TILES CONNECTION DETAIL, MIRROR / TILES CONNECTION DETAIL A007 MISCELLANEOUS DETAILS A008 SCHEDULE OF DOORS AND WINDOWS, KITCHEN DETAILS 2000 8250 1500 ARCHITECTURAL 4750 CIVIL / STRUCTURAL PROPERTY LINE 2000 1 PERSPECTIVE 3000 PROPOSED PROPERTY LINE ELECTRICAL PROPERTY LINE RESIDENCE MECHANICAL A001 N T S 10750 2750 3000 SANITARY PLUMBING SIDEWALK STREET PROPERTY LINE ELECTRONICS 250 3250 SIDEWALK GEODETIC 4750 3 VICINITY MAP 2 SITE DEVELOPMENT PLAN A001 NOT TO SCALE A001 1 : 100 ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED PERSPECTIVE, SITE DEVELOPMENT PLAN,VICINITY MAP A001 services and are intellectual properties of the Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER CHECKED BY REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
8250 PREPAINTED LONGSPAN 6750 1500 6250 G.I. SHEET ROOFING ( SLOPE 8°) 2250 1 2000 PROPERTY LINE 1300 1200 3650 A004 2600 1 EL. +150 500 6250 A004 W PREPAINTED LONGSPAN 3 G.I. SHEET ROOFING 2000 2050 2000 ( SLOPE 8°) T&B-1 W W D EL. +175 W W 600 500 6250 500 500 3350 500 2 4 4 3 2 3 ROOF PLAN CLOSET D AC 3 A002 1 : 50 1400 CLO. T&B-2 3000 W KITCHEN DINING 2650 W PROPERTY LINE 1 BEDROOM-1 1 D EL.+3375 EL.+3350 BEDROOM-2 2 REF PROPERTY LINE W CLOSET D 5700 2 D 3 AC D 7750 2 5750 2 EL. +200 AC DN HALL EL.+3400 10750 6250 2750 4350 LIVING 3600 3150 OPEN TO LIVING OPEN ABOVE MASTER'S BEDROOM 2 W UP 2 A004 2 A004 W CARPORT D 1 D EL. +000 1 5 5750 600 BALCONY W 600 500 3000 EL.+3350 5 3000 150 1000 3175 2925 PLAIN CEMENT FINISH 2 SECOND FLOOR PLAN PROPERTY LINE A002 1 : 50 1500 1775 2975 250 3250 1 GROUND FLOOR PLAN A002 1 : 50 ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED FLOOR PLANS, ROOF PLAN CHECKED BY A002 services and are intellectual properties of the Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
PAINTED FIBER CEMENT 600 8.00° APEX FASCIA BOARD 400 600 7365 1165 1165 600400 400 APEX 400 TOP OF BEAM WALL LAMP 150 100 7365 BALCONY RAILING 600 6200 100 (SEE DETAIL) 2800 FIBER CEMENT D FF PAINTED CONCRETE 2800 PAINTED PLASTERED WOOD ALTERNATIVE 5 LEDGE 150MM THK CHB FIREWALL W TOP OF BEAM 5 FIREWALL SECOND FLOOR 6200 3400 PAINTED PLASTERED 150MM THK CHB WALL SECOND FLOOR 3400 PAINTED CONCRETE LEDGE 3200 3200 200 D GROUND FLOOR 200 GROUND FLOOR 1 200 200 3 RIGHT SIDE ELEVATION W Carport Carport 1 0 A003 1 : 50 0 1 FRONT ELEVATION PREPAINTED LONGSPAN G.I PAINTED FIBER CEMENT SHEET ROOFING FASCIA BOARD A003 1 : 50 APEX APEX 7365 600 7365 PAINTED FIBER CEMENT 1165 FASCIA BOARD 1165 8.00°400 TOP OF BEAM 6200 TOP OF BEAM 400 W 500 6200 1 PAINTED PLASTERED AC 150MM THK CHB WALL AC 500 100 AC 100 W W SECOND FLOOR 600 1 2 3400 2800 2800 W PREPAINTED LONGSPAN 150 PAINTED CONCRETE 3 G.I SHEET ROOFING LEDGE W 400 8.00° 400 W 2 950 PAINTED PLASTERED 2 150MM THK CHB WALL 800 SECOND FLOOR FIREWALL W 3400 GROUND FLOOR 2 200 PAINTED PLASTERED 150MM THK CHB WALL Carport 0 3200 3200 W 3 W 4 200 GROUND FLOOR 200 200 Carport 0 2 REAR ELEVATION 4 LEFT SIDE ELEVATION A003 1 : 50 A003 1 : 50 ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED ELEVATIONS CHECKED BY A003 services and are intellectual properties of the Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
5 EQ. 150 ROOFING ON METAL PURLINS A004 2 600 APEX PAINTED FIBER CEMENT BD. EQ. EQ. CM PAINTED MOISTURE-RESISTANT A005 8.00° 7365 CEILING ON METAL FURRING GYPSUM BD. CEILING PAINTED CONCRETE LEDGE EQ. EQ. ON METAL FURRING TOP OF BEAM 1165 400 6200 TOP OF BEAM CH=2400 500 6200 400 WOOD PLANK CERAMIC TILE FINISH 600 EQ. EQ. EQ. EQ. PAINTED STEEL RAILING (SEE DETAIL) 2800 1050 PAINTED GYPSUM 100 2400 CH=2400 BD. CEILING ON METAL FURRING EQ. EQ. CH=2600 1050 BEDROOM-2 HALL MASTER'S BEDROOM SECOND FLOOR 3400 3200 EQ. CH=2600 2600 PAINTED FIBER CEMENT BD. EQ. EQ. 2400 CEILING ON METAL FURRING 2800 EQ. EQ. GROUND FLOOR EQ. KITCHEN LIVING 200 EQ. EQ. 200 Carport EQ. 0 CH=2950 1 LONGITUDINAL SECTION 950 1000 A004 1 : 50 APEX EQ. EQ. SECOND FLOOR50 7365 3400100 3 GROUND FLOOR REFLECTED CEILING PLAN 1165 TOP OF BEAM PAINTED FIBER 150 6200 A004 1 : 50 CEMENT BD. CEILING ON PAINTED FIBER CEMENT EQ. EQ. METAL FURRING BOARD CEILING ON METAL FURRING 725CM EQ. EQ. 150150 2800 EQ. EQ. CH=2400 PAINTED MOISTURE- RESISTANT CH=2400 GYPSUM BD. CEILING ON METAL FURRING MASTER'S BEDROOM SECOND FLOOR 3200 3400 700 PAINTED GYPSUM BD. CEILING ON METAL FURRING CH=2400 450 3200 EQ. EQ. CH=2400 963 1325 2075 EQ. EQ. 200 KITCHEN GROUND FLOOR 200 2 CROSS SECTION GROUND FLOOR Carport 200 A004 1 : 50 0 Carport LEGEND: WL WL 200 0 CEILING LIGHT OUTLET 4 SECOND FLOOR REFLECTED CEILING PLAN 5 BAY SECTION SHEET NO. WL A004 1 : 50 A004 1 : 20 A004 WALL LAMP SHEET CONTENTS CEILING MOUNTED CM WATER HEATER OUTLET SECTIONS, REFLECTED CEILING PLANS,BAY SECTION ARCHITECT PROJECT / LOCATION CAD BY DESIGNED BY All drawings are representations of professional PROPOSED CHECKED BY services and are intellectual properties of the Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
PREPAINTED LONGSPAN 10090050x50MM PAINTED G.I. SHEET ROOFING ON 150 164 164 TUBULAR STEEL METAL PURLINS 4 HANDRAIL 25 A005 FOIL TYPE ROOFING 250 INSULATION 16 15 14 150 445 500 945 G.I. GUTTER 25 13 PAINTED 900 900ROOF 12 50x50mm 50X75mm TUBULAR 10\" PAINTED FIBER 950 2250 950BEAM 11 TUBULAR STEEL HANDRAIL CEMENT FASCIA BD. 10 STEEL 4150 RAILING 3250 STEEL RAFTER 200 900 9 150 50 8 PAINTED 6 BALCONY RAILING PLAN PAINTED FIBER 7 25x25mm CEMENT BD. CEILING 6 TUBULAR A005 1 : 25 ON METAL FURRING 5 STEEL PAINTED GYPSUM BD. 4 RAILING 3250 PAINTED PLASTERED CEILING ON METAL FURRING 3 150MM THK. CHB WALL SOLID WOOD PAINTED 25X25mm PAINTED 50X75mm STAIR TREAD TUBULAR STEEL RAILING TUBULAR STEEL HANDRAIL 1 ROOF EAVES DETAIL - 1 100 950 2ND FLR LEVEL 25 25 25 25 25 25 50 A005 1 : 10 125 75 150 75 150 75 100 PREPAINTED LONGSPAN PAINTED R.C G.I. SHEET ROOFING ON UP STAIR PAINTED 50X50mm BALCONY LEVEL METAL PURLINS 12 TUBULAR STEEL FOIL TYPE ROOFING 5 STAIR DETAIL VERT. RAILING 7 RAILING FRONT ELEVATION INSULATION A005 1 : 10 A005 1 : 25 G.I. FLASHING 3 STAIRS PLAN 945 PAINTED 25X25mm 10 \" PAINTED FIBER TUBULAR STEEL RAILING CEMENT FASCIA BD. A005 1 : 25 PAINTED 50X75mm STEEL RAFTER TUBULAR STEEL HANDRAIL ROOF PAINTED FIBER PAINTED 50x50MM 16 SECOND FLOOR 950 BEAM CEMENT BD. CEILING TUBULAR STEEL 3400 25 25 25 25 25 25 50 ON METAL FURRING HANDRAIL 125 75 150 75 150 75 100 15 50 PAINTED PLASTERED 150MM THK. CHB WALL PAINTED 25x25MM 14 2ND FLR LEVEL 2ND FLR LEVEL TUBULAR STEEL 13 TOP OF BEAM RAILING 12 BALCONY LEVEL 6200 500 5 11 PAINTED 50X50 TUBULAR 12 50 PAINTED 10 CONCRETE LEDGE A005 8 RAILING RIGHT SIDE ELEVATION PAINTED GYPSUM BD. FIBER CEMENT 9 A005 1 : 25 CEILING ON METAL FURRING WOOD ALTERNATIVE 3200 8 100 7 445 50 PAINTED 25X25mm 6 FROM 50mm THK 950 TUBULAR STEEL RAILING 5 WOOD TREAD 25 25 25 25 25 25 50 4 125 75 150 75 150 75 100 PAINTED 50X75mm PAINTED R.C. STAIRS 50 TUBULAR STEEL HANDRAIL 3 PAINTED 25X25mm TUBULAR STEEL VERT. RAILING 400 200 2 2ND FLR LEVEL 2 ROOF EAVES DETAIL - 2 GROUND FLOOR BALCONY LEVEL 200 A005 1 : 10 9 RAILING LEFT SIDE ELEVATION 4 STAIRS DETAILED SECTION A005 1 : 25 A005 1 : 25 ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED ROOF EAVES DETAILS, STAIRS DETAILS, BALCONY CHECKED BY A005 services and are intellectual properties of the RAILING DETAILS Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
1200 300X300MM CERAMIC FLOOR TILES FIN. 300X300MM PAINTED PLASTERED CERAMIC CEMENT WALL FIN. WALL TILES FIN. SD 350 SH SH SH 700 PROPOSED NICHE 600 LOCATION PROVISION FOR 25 MIRROR PAINTED PLASTERED CEMENT WALL FIN. WC 600 2400 PAINTED PLASTERED 2400 2400 300X300MM CERAMIC 1900 CEMENT WALL FIN. 300 WALL TILES FIN. 300X300MM CERAMIC PH FD WALL TILES FIN. 3 4 300X300MM CERAMIC WALL TILES FIN. 1700 LAV LAV 2 A006 LAV WC GROUND FLOOR FAU 5 200 25 350 PH 900 PH 700 800 800 600 WC 50 900 300 2 T&B-1 SECTION 1 25 25 300 50 25 GROUND FLOOR 25 GROUND FLOOR GROUND FLOOR 25 A006 1 : 25 200 200 200 1 T&B-1 DETAILED PLAN 3 T&B-1 SECTION 2 4 T&B-1 SECTION 3 5 T&B-1 SECTION 4 A006 1 : 25 A006 1 : 25 A006 1 : 25 A006 1 : 25 2400 900 PAINTED PLASTERED PAINTED PLASTERED 450 CEMENT WALL FIN. CEMENT WALL FIN. 300X300MM CERAMIC FLOOR TILES FIN. 300X300MM CERAMIC 350 700 WALL TILES FIN. CO LAV SH SD SH SH PAINTED PLASTERED FAU 600 CEMENT WALL FIN. FD PROVISION 2400 300X300MM 2400 FOR MIRROR 300X300MM CERAMIC 2400 WC CERAMIC 2400 WALL TILES FIN. 8 25 WALL TILES FIN. LAV 300 PROPOSED NICHE 7 A006 9 CO WC 1700 LOCATION 25 PH 10 LAV 800 900 50 900 PH PH 900 800 700 WC 10 T&B-2 SECTION 4 25 6 T&B-2 DETAILED PLAN 300 SECOND FLOOR 25 SECOND FLOOR SECOND FLOOR 50 600 25 3400 3400 3400 25 A006 1 : 25 A006 1 : 25 7 T&B-2 SECTION 1 8 T&B-2 SECTION 2 9 T&B-2 SECTION 3 LEGEND: A006 1 : 25 A006 1 : 25 A006 1 : 25 FAU - FAUCET FD - FLOOR DRAIN LAV - LAVATORY PH - PAPER HOLDER SD - SHOWER DRAIN SH - SHOWER WC - WATER CLOSET CO - CONVENIENCE OUTLET ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED TOILET & BATH DETAILS, T&B BASE WALL TILES CHECKED BY A006 services and are intellectual properties of the CONNECTION DETAIL, MIRROR / TILES CONNECTION Architect. TWO STOREY RESIDENTIAL BUILDING DETAIL These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
150 FIBER CEMENT 500 WOOD ALTERNATIVE 100 R. CONCRETE PLASTERED PAINTED 100 LEDGE / CANOPY CHB WALL 100 100 100 300 300 X 300 MM CERAMIC 50 50 50 50 33 WALL TILES 12 50 12 25 300 25 25 R. CONCRETE DRIP MOLD DRIP MOLD T&B FIN. FLR. LINE LEDGE / CANOPY AROUND AROUND SHO. FIN. FLR. LINE 3 GROOVED WALL DETAIL FIN. FLR. LINE 1 LEDGE-1 DETAIL 2 LEDGE-2 DETAIL A007 1 : 10 A007 1 : 10 A007 1 : 10 50 8 T&B BASE WALL TILES CONNECTION DETAIL A007 1 : 5 DOOR JAMB 75 300 x 300 MM PLASTERED CHB WALL WALL LAMP CERAMIC WALL FACIAL MIRROR 12 TILES FIN. 100 12 WOOD DOOR 100 CONCRETE SECOND FLOOR OUT DECK FIN. LEVEL CHB WALL SILICON FILLER 1670 MOULDING FIN. LEVEL 66\" 6 SHADOW NICHE DETAIL 300 X 300 MM GLASS WINDOW IN CERAMIC WALL TILES ON ALUM. FRAME A007 1 : 5 9 MIRROR / TILES CONNECTION DETAIL 10 50 A007 1 : 5 CONCRETE 5 DECK / SERVICE DOOR THRESHOLD DETAILED SECTION 700 460 FIN. FLOOR LEVEL 50 MOULDING 18\" A007 1 : 5 11 WALL LAMP MOUNTING HT. FALL AC AC A007 1 : 20 50 PAINTED PLASTERED PAINTED PLASTERED PAINTED FIBER CEMENT BD. 44 46 150MM THK. CHB WALL 100MM THK. CHB WALL DRYWALL PARTITION ± 90 LIGHT SWITCH 4 WINDOW SILL DETAIL ON METAL FURRING 2100 PANEL TYPE HOLLOW CORE 450 A007 1 : 5 WOOD DOOR WOOD TYPE DOOR HOLLOW CORE 2100 12 12 12 WOOD TYPE DOOR 360 14\" 25 69 46 1400 ± 140 6 44 46 ± 90 150MM THK. CHB 100MM THK. DRYWALL CONVENIENCE CHB OULET 6 6 FIN. FLR. LEVEL ± 40 12 FROM 2\"X4\" THK. KD 12 SWITCH,OUTLET MOUNTING HT.300 ± 40 SOLID TANGUILE FROM 2\"X6\" THK. KD WOOD DOOR JAMB FIN. FLR. LEVEL A007 1 : 20 SOLID TANGUILE WOOD DOOR JAMB, ± 40 MASTER'S BEDROOM BEDROOMS 7 DOOR JAMB DETAIL 10 AIR-CONDITIONER HOLE DETAIL A007 1 : 5 A007 1 : 25 ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED MISCELLANEOUS DETAILS CHECKED BY A007 services and are intellectual properties of the Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
1625 D NO. OF SET/S: 1 D NO. OF SET/S: 3 D NO. OF SET/S: 2 D NO. OF SET/S: 1 D NO. OF SET/S: 1 4 5 CO 1 2 800 3 700 800 1400 1000 450 50 600 50 1200 REF. 50 900 50 50 700 50 50 700 50 50 650 650 50 600600X600 mm CERAMIC 2100 50 TILES COUNTERTOP 2150 ( PROVIDE L-TYPE TILE TRIM ) 2100 50 2150 2 2100 50 3 A008 150 400 2150 2100 50 F 2100 1 KITCHEN DETAILED PLAN 2050 50150 300 150 A008 1 : 25 PAINTED FIN. PLASTERED CEMENT WALL FIN FLR LEVEL (IN) 600X600 mm CERAMIC TYPE SWING TYPE PANEL DOOR TYPE SWING TYPE HOLLOW CORE DOOR TYPE SWING TYPE HOLLOW CORE DOOR TYPE SWING TYPE HOLLOW CORE DOOR TYPE SLIDING WITH FIXED PANEL TILES COUNTERTOP DESCRIPTION 50 mm THK. SOLID WOOD PANEL DOOR DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION 10mm THK. GLASS IN ALUMINUM FRAME ( PROVIDE L-TYPE TILE TRIM ) LOCATION PAINTED BROWN FINISH LOCATION 50mm THK. HOLLOW CORE FLUSH DOOR WITH LOCATION 50mm THK. HOLLOW-CORE, MARINE PLYWOOD ON LOCATION 50mm THK. HOLLOW CORE FLUSH DOOR WITH LOCATION BALCONY MAIN ENTRANCE ( LIVING ROOM ) ORD. PLYWOOD ON BOTH SIDES, PAINTED FIN. BOTH SIDES, PAINTED SEMI GLOSS WHITE MARINE PLYWOOD ON BOTH SIDES, PAINTED FIN. CO 300X600mm CERAMIC W W NO. OF SET/S: 1 TILES SPLASHBOARB 1 NO. OF SET/S: 3 BEDROOMS TOILET AND BATH KITCHEN 5 1200 2600 1200 W NO. OF SET/S: 4 W NO. OF SET/S: 2 W NO. OF SET/S: 1 2 3 4 800 1200 50 1100 50 50 700 50 600 50 1100 50 50 1100 50 500 1050 850 ALUMINUM CABINET DOORS 50 50 600 50 900 50 50 50 500 50 GROUND FLOOR 1000 200 2 KITCHEN ELAVATION - 1 1200 1100 1200 1100 1200 FIXED FIXED 1100 A008 1 : 25 2100 50 2100 50 2100 2100 2100 50 1500 PAINTED FIN. PLASTERED 900 900 1100 900 CEMENT WALL FIN FLR LEVEL (IN) 2600 600X600 mm CERAMIC TYPE SLIDING TYPE WINDOW TYPE SLIDING TYPE WINDOW TYPE AWNING TYPE WINDOW TYPE SLIDING TYPE WINDOW TYPE FIXED GLASS WINDOW TILES COUNTERTOP DESCRIPTION 6mm THK. GLASS IN ALUMINUM FRAME DESCRIPTION 6mm THK. GLASS IN ALUMINUM FRAME DESCRIPTION 6mm THK. GLASS IN ALUMINUM FRAME DESCRIPTION 6mm THK. GLASS IN ALUMINUM FRAME DESCRIPTION 6mm THK. GLASS IN ALUMINUM FRAME ( PROVIDE L-TYPE TILE TRIM ) LOCATION LIVING, BEDROOM - 1&2 LOCATION LIVING, MASTER'S BEDROOM, BEDROOM -1&2 LOCATION TOILET AND BATH LOCATION KITCHEN LOCATION STAIRWAY REF ALUMINUM CABINET DOORS 850 SCHEDULE OF DOORS AND WINDOWS 200X200 mm CERAMIC TILES INSIDE CABINET 1 : 25 GROUND FLOOR 200 3 KITCHEN ELEVATION - 2 A008 1 : 25 ARCHITECT PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY All drawings are representations of professional PROPOSED SCHEDULE OF DOORS AND WINDOWS, KITCHEN DETAILS A008 services and are intellectual properties of the Architect. TWO STOREY RESIDENTIAL BUILDING These shall not be reproduced without any IAPOA NO.: DATE ISSUED: BRGY. SAN VICENTE, ALAMINOS, LAGUNA written agreement with the company. PRC. NO.: VALIDITY: PTR. NO.: DATE: OWNER CHECKED BY REPUBLIC ACT 9266 PLACE: TIN: ND CONSTRUCTION
DRAWING INDEX DRAWING TITLE GENERAL CONSTRUCTION NOTES SHEET NO. DRAWING NUMBER 3.0 MATERIALS : 5.0 CONSTRUCTION JOINTS : 6.0 NOTES ON CONCRETE BEAMS : 1.0 GENERAL : 2.0 FOUNDATIONS : 7.0 NOTES ON CONCRETE SLAB : 8.0 NOTES ON COLUMN : 9.0 NOTES ON MASONRY WALL: 10.0 PENETRATIONS AND CAST-IN ITEMS : 4.0 NOTES ON STRUCTURAL STEEL : CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE A.N.Q. PRC REG. NO. PROJECT PROPOSED SHEET CONTENTS: S TIN : INDEX DATE: 1S LOCATION TWO STOREY RESIDENTIAL BUILDING GENERAL NOTES OWNER 5D PTR NO. : Brgy. San Vicente/ San Nicolas, Alaminos, Laguna ND CONSTRUCTION
NOTES L/5 40mm CLEAR (TYP) 150 100 75mm MAX. NOTE : CONSTRUCTION JOINT 1 TYPICAL SLAB OPENING 2 TYP.REFERENCE AT SLAB CORNER DEPRESSED SLAB 4 JOINT IN SLAB ON GRADE 3 & SLAB EDGE DETAILS S 2 SCALE: NTS S 2 SCALE: NTS S 2 SCALE: NTS S 2 SCALE: NTS T ldh TABLE 1: DEVELOPMENT LENGTH. ldh D DIAMETER TENSION SPLICE 65mm 50mm (mm) COMP. HOOK BARS TOP BAR OTHER BARTOP BAR OTHER BAR 180° HOOK T CASE 1 CASE 2 CASE 3 TIE OR STIRRUP D MAX. OFFSET BEND 90° HOOK 12db MAIN REINFORCEMENT 5 SLAB CHANGE OF SOFFIT DETAILS 6 BAR END BEND DETAILS S 2 SCALE: NTS S 2 SCALE: NTS 25mm t\\3 NOTES t\\3 t\\3 SLAB 7575 1 21 2 30 BAR DIA. 30 BAR DIA. 12 NOTES 75 75 D\\3 D D\\3 D\\3 40 BEAM 7 SLAB-ON GRADE POUR PATTERN S 2 SCALE: NTS TYP. SLAB/MAT & BEAM 8 CONSTRUCTION JOINT DETAILS S 2 SCALE: NTS CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE PRC REG. NO. PROJECT PROPOSED SHEET CONTENTS: S TIN : STANDARD DETAILS 2S TWO STOREY RESIDENTIAL BUILDING 5A PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: OWNER ND CONSTRUCTION
END BLOCK 100mm THK MORTAR BASE WITH 100mm THK MORTAR BASE 2-Ø12mm BAR WITH 2-Ø12mm BAR CROSS SECTION 100mm THK MORTAR BASE LONGITUDINAL SECTION WITH 2-Ø12mm BAR WINDOW WINDOW MORTAR BASE ISOMETRIC VIEW 100mm THK MORTAR BASE WITH 2-Ø12mm BAR MORTAR BASE DETAILS Ø16mm TOP AND BOTTOM BARS CROSS SECTION WITH Ø10mm TIES SPACED FIRST @ END BLOCK Ø10mm TOP AND BOTTOM BARS 50mm, REST 150mm(LINTEL) TIES SPACED FIRST @ 50mm, REST 150mm(LINTEL) Ø16mm TOP AND BOTTOM BARS LONGITUDINAL SECTION Ø10mm DOWEL BAR SPACED @ TIES SPACED FIRST @ 50mm, REST 600mm 150mm(LINTEL) 100mm THK MORTAR BASE WITH Ø10mm TOP AND BOTTOM BARS LINTEL BEAMISOMETRIC VIEW TIES SPACED FIRST @ 50mm, REST 150mm(LINTEL) WINDOW DOWEL BAR FOR LINTEL DOORS AND WINDOWS OPENING HEADER SUPPORT OPENING (WIDTH) REINFORCEMENT LINTEL BEAM DETAILS 1 LINTEL BEAM & MORTAR BASE DETAILS (OPENINGS) S 2A CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE PROJECT PROPOSED SHEET CONTENTS: S LINTEL BEAM DETAIL 2A S TWO STOREY RESIDENTIAL BUILDING 5A PRC REG. NO. PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: TIN : OWNER ND CONSTRUCTION
1 23 4 A B C D 6 TYP. STAIR LANDING 1:20 M. S 3 SCALE: D' 2 WALL FOOTING-1 4 COLUMN-1/FOOTING-1 S 3 SCALE: 1:16 M. S 3 SCALE: 1:16 M. 1 FOUNDATION PLAN 1:50 M. S 3 SCALE: 7 TYP. STAIR FLOOR LANDING 1:20 M. S 3 SCALE: 3 WALL FOOTING-2 5 TYP. STAIR FOOTING 1:20 M. S 3 SCALE: 1:16 M. S 3 SCALE: CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE DATE: PRC REG. NO. PROJECT PROPOSED SHEET CONTENTS: S TIN : 3S TWO STOREY RESIDENTIAL BUILDING FOUNDATION PLAN WALL FOOTING DETAIL 5D COLUMN AND FOOTING DETAIL PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE ISSUED: OWNER ND CONSTRUCTION
1 23 4 1 23 4 1 23 4 A A A B B B OPEN OPEN OPEN C C C OPEN OPEN OPEN D D D D' D' D' SECOND FLOOR SECOND FLOOR SECOND FLOOR 1 FRAMING STEEL DECK LAYOUT 2 SLAB REBAR LAYOUT (BOTTOM BARS) 3 SLAB REBAR LAYOUT (TOP BARS) 1:50 M. 1:60 M. 1:60 M. S 3A SCALE: S 3A SCALE: S 3A SCALE: CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE PRC REG. NO. PROPOSED SHEET CONTENTS: S TIN : 3A S PROJECT TWO STOREY RESIDENTIAL BUILDING SECOND FLOOR FRAMING PLAN 5D SECOND FLOOR SLAB REBAR LAYOUT RC BEAM DETAIL DATE: PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE ISSUED: OWNER ND CONSTRUCTION
1 23 4 1 23 4 A A B B DN FIREWALL C C UP OPEN BELOW D D D' D' 3 ROOF FRAMING PLAN 1:60 M. S 4 SCALE: GROUND FLOOR SECOND FLOOR 1 BLOCK LAYOUT PLAN 2 BLOCK LAYOUT PLAN 1:60 M. 1:60 M. S 4 SCALE: S 4 SCALE: 4 CORNER BLOCK DETAILS 5 STRETCHER BLOCK DETAILS 6 STRETCHER BLOCK DETAILS (INTERSECTION) S 4 SCALE: NTS S 4 SCALE: S 4 SCALE: NTS CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : NTS OWNER'S SIGNATURE A.N.Q. PROJECT PROPOSED SHEET CONTENTS: SHEET NO. BLOCK LAYOUT PLAN DATE: LOCATION TWO STOREY RESIDENTIAL BUILDING ROOF FRAMING PLAN S OWNER 4S PRC REG. NO. PTR NO. : Brgy. San Vicente/ San Nicolas, Alaminos, Laguna TIN : DATE ISSUED: ND CONSTRUCTION 5D
1 23 4 43 21 AC SECOND FLR. LEVEL SECOND FLR. LEVEL EL. +3400MM EL. +3400MM GROUND FLR. LEVEL GROUND FLR. LEVEL EL. +200MM EL. +200MM FRONT REAR 1 BLOCK LAYOUT ELEVATION 2 BLOCK LAYOUT ELEVATION 1:50 M. 1:50 M. S 5 SCALE: S 5 SCALE: D' D C B A AB C D D' AC SECOND FLR. LEVEL EL. +3400MM SECOND FLR. LEVEL EL. +3400MM AC GROUND FLR. LEVEL EL. +200MM GROUND FLR. LEVEL EL. +200MM LEFT SIDE RIGHT SIDE 3 BLOCK LAYOUT ELEVATION 4 BLOCK LAYOUT ELEVATION 1:50 M. 1:50 M. S 5 SCALE: S 5 SCALE: CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE SHEET CONTENTS: PROJECT PROPOSED BLOCK LAYOUT ELEVATIONS S 5S TWO STOREY RESIDENTIAL BUILDING 5D PRC REG. NO. PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: TIN : DATE ISSUED: OWNER ND CONSTRUCTION
1 2 3 4 CHB-2 HB-3 COLUMN-1 COLUMN-1 VERTICAL BARS 1 2 3 45 VERTICAL BARS 1 HOR. BARS HOR. BARS LEFT STARTER BARS STARTER BARS A 2 B LEFT 1 GF FRONT WALL SECTION-1 2 GF FRONT WALL SECTION-2 DC 1:20 M. 1:20 M. S 5A SCALE: S 5A SCALE: D 3 D' LEFT A BB C 1 FRONT UP VB-1 VB-2 2 FRONT VERTICAL BARS COLUMN-1 VERTICAL BARS VERTICAL BARS COLUMN-1 KEY PLAN HOR. BARS HOR. BARS HOR. BARS STARTER BARS STARTER BARS STARTER BARS 3 GF LEFT SIDE WALL SECTION-1 4 GF LEFT SIDE WALL SECTION-2 5 GF LEFT SIDE WALL SECTION-3 1:20 M. 1:20 M. 1:20 M. S 5A SCALE: S 5A SCALE: S 5A SCALE: CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE A.N.Q. PROPOSED SHEET CONTENTS: S PROJECT GF REBAR LAYOUT 5A S TWO STOREY RESIDENTIAL BUILDING ELEVATIONS 5D PRC REG. NO. PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: TIN : DATE ISSUED: OWNER ND CONSTRUCTION
DC BA VB-5 VERTICAL BARS HORIZONTAL BARS 1 2 3 45 STARTER BARS A 1 B REAR 5 4 1 GF RIGHT SIDE WALL SECTION-1 (FIRE WALL) 2 S 5B SCALE: 1:20 M. 1 REAR 43 2 C UP 1 HB-1 D D' RIGHT VERTICAL BARS COLUMN-1 VERTICAL BARS COLUMN-1 KEY PLAN HOR. BARS HOR. BARS STARTER BARS STARTER BARS 2 GF REAR SIDE WALL SECTION-1(FIRE WALL) 3 GF REAR SIDE WALL SECTION-2 1:20 M. 1:20 M. S 5B SCALE: S 5B SCALE: CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE PROJECT PROPOSED SHEET CONTENTS: S GF REBAR LAYOUT 5B S TWO STOREY RESIDENTIAL BUILDING ELEVATIONS 5D PRC REG. NO. PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: TIN : DATE ISSUED: OWNER ND CONSTRUCTION
12 34 B C VERTICAL BARS VERTICAL BARS VERTICAL BARS COLUMN-1 HOR. BARS HOR. BARS HOR. BARS BEAM-1 STARTER BARS BEAM-1 STARTER BARS BEAM-1 STARTER BARS 1 2F FRONT WALL SECTION-1 2 2F FRONT WALL SECTION-2 3 2F LEFT SIDE WALL SECTION-1 1:20 M. 1:20 M. 1:20 M. S 5C SCALE: S 5C SCALE: S 5C SCALE: 1 2 45 A 1 LEFT B 2 DN VERTICAL BARS LEFT OPEN BELOW HOR. BARS C 2 FRONT D STARTER BARS 1 FRONT D' BEAM-1 4 2F LEFT SIDE WALL SECTION-2 1:20 M. KEY PLAN S 5C SCALE: CIVIL ENGINEER : SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. OWNER'S SIGNATURE A.N.Q. PROPOSED SHEET CONTENTS: S PROJECT 2F REBAR LAYOUT 5C S TWO STOREY RESIDENTIAL BUILDING ELEVATIONS 5D PRC REG. NO. PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: TIN : DATE ISSUED: OWNER ND CONSTRUCTION
43 21 VERTICAL BARS HOR. BARS STARTER BARS 1 REAR WALL SECTION-1 D' D C BA 1:20 M. S 5D SCALE: 12 45 A 1 LEFT B 2 DN VERTICAL BARS LEFT OPEN BELOW C 2 FRONT D HOR. BARS 1 FRONT STARTER BARS D' BEAM-1 KEY PLAN 2 2F RIGHT SIDE WALL (FIRE WALL)SECTION-1 1:20 M. CIVIL ENGINEER : S 5D SCALE: PRC REG. NO. SEAL APPROVED BY : SHEET TITLE: STRUCTURAL CAD BY : SHEET NO. TIN : PROJECT PROPOSED SHEET CONTENTS: S 2F REBAR LAYOUT 5D S TWO STOREY RESIDENTIAL BUILDING ELEVATIONS 5D PTR NO. : LOCATION Brgy. San Vicente/ San Nicolas, Alaminos, Laguna DATE: DATE ISSUED: OWNER ND CONSTRUCTION OWNER'S SIGNATURE
GROUND FLOOR POWER & AUX. LAYOUT SECOND FLOOR POWER & AUX. LAYOUT ENGINEER: PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY PRC. NO.: PROPOSED AS SHOWN CHECKED BY E-2/3 PTR. NO.: PLACE: TWO STOREY RESIDENTIAL BUILDING BRGY. SAN VICENTE, ALAMINOS, LAGUNA VALIDITY: OWNER DATE: TIN: ND CONSTRUCTION
GROUND FLOOR LIGHTING LAYOUT SECOND FLOOR LIGHTING LAYOUT ENGINEER: PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. PRC. NO.: PROPOSED AS SHOWN E-3/3 PTR. NO.: PLACE: TWO STOREY RESIDENTIAL BUILDING BRGY. SAN VICENTE, ALAMINOS, LAGUNA VALIDITY: OWNER DATE: TIN: ND CONSTRUCTION
600 ADJUSTABLE PLAN STRAINER CAST IRON DETAIL OF LAVATORY CONN. BODY DRAIN R.C. SLAB P-TRAP DETAIL OF P-TRAP DIGESTION CHAMBER LEACHING 150 CHAMBER SECTION DETAIL OF SEPTIC TANK DETAIL OF AIR CAPPED CHAMBER PLAN SECTION DETAIL OF AREA DRAIN VICINITYMAP MASTER PLUMBER PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY PRC. NO.: VALIDITY: PROPOSED GENERAL NOTES CHECKED BY P-01 PTR. NO.: DATE: LEGEND PLACE: TIN: TWO STOREY RESIDENTIAL BUILDING MISCELLANEOUS DETAILS BRGY. SAN VICENTE, ALAMINOS, LAGUNA OWNER ND CONSTRUCTION
GCO 75ØDS 50ØRD LS 75ØSS/ 50ØVSTR 100mmØ SP SD 50ØDS FCO AD 100mmØ DP 75ØSS WC 75ØDS 75ØDS 75ØDS 75ØSS/ VSTR 75ØDS 75ØSP LAFVCO75ØDS 75ØDS 50ØRD 75ØDS LAV SD 100mmØ SP FCO FD WC 50ØDS 100mmØ SP LAV 100mmØ DP KS FD WC SD 75ØDS FCO 50Ø DS 50ØBD AD SEPTIC TANK 100mmØ SP 50Ø DS GCO 100mmØ DP AD 100mmØ DP AD 50Ø DS 100mm1AØ0D0SmPmØ SP AD 100mmØ1705D0ØPmDmSØ SP 50ØBD 100mm7Ø5mDPmØ75WØPDS FCKOS 75ØSS TSAENPKTIC FCOLSDSL7A5VØDWSCSD 100mmØ DP TAPPED 100mmØ SP100mmØ DP AD 50Ø DS TO EXISTING DRAIANAGE LINT1OE0(E0VmXEImSRLØT.IIETNNSO1XEGP0AE(0TCSVmXAEETImPSWRLPTØ.OEIEENCRDDXG.P)ADCTARTPALPIOAECND.A) GE LINE (VER. EXACT LOC.) 100mmØ DP 100mmØ SP TAPPED TO EXISTING SEWER LINE (VER. EXACT LOC.) AD MASTER PLUMBER PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY PRC. NO.: PROPOSED SANITARY & STORM DRAINAGE LAYOUT CHECKED BY P-02 PTR. NO.: ISOMETRIC DIAGRAMS PLACE: TWO STOREY RESIDENTIAL BUILDING VALIDITY: BRGY. SAN VICENTE, ALAMINOS, LAGUNA DATE: TIN: OWNER ND CONSTRUCTION
LS SHO. 15ØGV WC 15ØHB/GV LAV WH 20ØCWR SHO. 20mmØ CWL 20ØCWR 15ØGV 15ØGV SHO. 15Ø2G0ØVCWR KS LAV LAV WC WC 20mmØ CWL 20mmØ CWL WH 15ØHB/GV 15ØHB/GV 15ØGV 20mmØ CWL 20mmØ CWL 15ØGVLS LAVWC SHO. 20mmØ CWL 15KØSGV 20ØCWR 15ØCV 15ØWM 20mmØ CWL SUPPLY FROM MAIN WATER SOURCE (VER. EXACT LOC.) SOFRU2O5RmMCmEMØ(AVCIENWRW.LEASXTUAEPCRP1TL5LYØO1W5CØM.1)C5ØVGV 15ØHB/GV MASTER PLUMBER PROJECT / LOCATION SHEET CONTENTS CAD BY SHEET NO. DESIGNED BY PRC. NO.: PROPOSED WATER LINE LAYOUT CHECKED BY P-03 PTR. NO.: ISOMETRIC DIAGRAMS PLACE: TWO STOREY RESIDENTIAL BUILDING VALIDITY: BRGY. SAN VICENTE, ALAMINOS, LAGUNA DATE: TIN: OWNER ND CONSTRUCTION
5 CONSTRUCTION PHASES AND ACTIVITIES The fundamental objective of this section is to discuss the main activities and construction phases to successfully deliver the project to the client. This project will commence its construction in June 2022. Activities are to be divided into 5 phases. All throughout the activities and phases, it is noted that health and safety protocols as well as the supervisions are to be applied to ensure that all the workers will work in a safe environment; which improves overall efficiency and quality of work of all the parties involved. The following phases will be discussed along with the main activities involved. PHASE 1: CONCEPT & INITIATION PHASE The foremost phase in any construction activities always starts at drafting concepts and plans. Wherein discussion of project’s details was served to various stakeholders to determine whether feasible or unobtainable. Moreover, the client’s needs were highly emphasized for the team to identify the necessary features and designs for the project. List of Activities: ▪ Create a feasibility study ▪ Identify what project do the client needs ▪ Create project charter which state how the project be structured or executed ▪ Find the right set of people with expertise and skills to execute the project ▪ Identify the location of the project office in the site ▪ Reviewing of initiation phase ▪ Define goal and objectives of the project wherein it should be specific, measurable, achievable, relevant and time- related.
PHASE 2: PLANNING PHASE In this phase, all plans including technical, financial, along with the plans regarding safety and coordination were to be accomplished. This where the planning phase plays a significant role in the project since the durability of the structure depends on the technicality of the design. List of Activities: ▪ Project Manager creates project schedule ▪ Create plans for budget allocation ▪ Creates a detailed scope definition ▪ Creates checklist for project deliverables ▪ Creates Technical design ▪ Creates Communication plan ▪ Identify and create the roles and responsibilities of the project teams PHASE 3: EXECUTION PHASE Actual execution of the construction plans is the main focus on this phase. The project execution consists of 5 sub-phases which includes earthworks, foundation works, structural works, and the finishing works for both first and second floor. Other than the activities from each phase, it is also important to conduct quality checking, regular site visit, status review meetings, systematic project schedule updates, and safety monitoring.
PHASE 3.1: Earthworks Earthworks construction involves excavation of column and wall footing, together with the finishing of the disposal and gravel bedding in the project. Site management will be greatly imposed in this phase since the location of the excavation for footings will be a huge factor for the stability of the structure and safety of the occupants. List of Activities: ▪ Excavation ▪ Disposal ▪ Gravel Bedding PHASE 3. 2: Foundation Works The actual construction of the proposed building begins in this phase. For the preparation of columns and footings, the rebar will be placed on the excavation site, and this will be an indication that these foundations are below ground level. The procedure for tie beam construction is also the same for footing. Furthermore, other activities such as installation of formworks, concrete pouring, curing of concrete, installation of septic tanks, manholes, and drainage will be executed in this phase. Backfilling will be the final procedure for this phase after all the work beneath the ground has been done. List of Activities: ▪ Rebar fabrication and installation up to ground level ▪ Construction of footings and foundation up to the ground level (includes: fabrication and installation of footing formworks, concrete pouring, concrete curing and lastly removal of formworks)
▪ Construction of column up to ground level (includes: fabrication and installation of column formworks, concrete pouring, concrete curing and lastly removal of column formworks) ▪ Construction of tie-beam (includes: rebar fabrication and installation, fabrication and installation of Tie beam formworks, concrete pouring, concrete curing and lastly removal of formworks) ▪ Back filling and compaction ▪ Septic Tank, manhole and drainage installation PHASE 3.3: Structural Works of the 1st Floor On the given phase, structure of first floor is the focal point of the construction. Whereas column works were accomplished by installing formworks and rebars, followed by concrete pouring and curing. At the same time, concrete slab and walls were accomplished hand-in-hand. Considering the building type as 2-storey structure, construction of staircase was also included which corresponds to similar processes of previous construction works. Right after this phase, workforce was anticipated to move forward on succeeding phases. List of Activities: ▪ Construction of Columns for the first floor (includes: formwork and rebar fabrication installation, concrete pouring, curing, and lastly removal of column formworks) ▪ Wall construction for the first floor (includes: reinforcing steel bar to support CHB, stacking of CHB and Lintel installation) ▪ Construction of beams and slabs for the first floor (includes: formwork and rebar fabrication installation, concrete pouring, curing, and lastly removal of formworks) ▪ Construction of Stairs from first floor going to the second floor (includes: formwork and rebar fabrication installation, concrete pouring, curing, and lastly removal of formworks)
PHASE 3. 4: Structural Works of the 2nd Floor Continuation of the activities done in the first floor will be the general role of this phase. Similarly, the activities from the first floor will also be executed in the second floor. This consists of the construction of columns, walls, beams, and slabs for the structural system to be fulfilled. Subsequently, the last execution phase of the project will push through. List of Activities: ▪ Construction of Columns for the second floor (includes: formwork and rebar fabrication installation, concrete pouring, curing, and lastly removal of column formworks) ▪ Wall construction for the second floor (includes: reinforcing steel bar to support CHB, stacking of CHB and Lintel installation) ▪ Construction of beams and slabs for the second floor (includes: formwork and rebar fabrication installation, concrete pouring, curing, and lastly removal of formworks) PHASE 3.5: Finishing Works As final part of execution phase, infrastructure’s components was projected to be already installed. This includes the doors, ceiling, plumbing, electrical, plastering, tiles, painting, architectural works, as well as the slab works. List of Activities: ▪ Roof Installation (includes: installation of roof trusses, installation of roof sheets and ridge roll, and installation of gutter and flashing) ▪ Construction of slab in the ground floor (includes: rebar fabrication and installation, concrete pouring and concrete curing)
▪ Construction of Ceiling (includes: building of ceiling joist, installing plywood as ceiling cover and adding of cornices) ▪ Architectural Works (includes: installation of doors, installation of windows and installation of balcony railings) ▪ Plumbing Works (includes: septic tank installation, catch basin installation, waterline installation, sanitary line installation and storm drainage line installation) ▪ Electrical Works (includes: electrical fixture installation, light fixture installation and panel board installation) ▪ Tile Works ▪ Painting Works (includes: applying primer and final paint coating) PHASE 4: PERFORMANCE & CONTROL PHASE The project's performance and control phase is responsible for monitoring all aspects of project delivery to ensure the project's success. The Project Plan has been approved, and working deliverables for project management have been defined. The project's performance is controlled and its progress is tracked against the plan created during project planning throughout this phase. Performance is measured against the project plan, and modifications are made as needed to keep the project on track and within scope and budget. List of Activities: ▪ Work outcomes such as deliverables are produced. ▪ Organize meetings and provide progress reports. ▪ Performed project’s change control (includes scope change, cost change, schedule change, resource and technical change) ▪ Direct and lead the project team ▪ Ensure that the project meets the schedule. ▪ Prepare any project challenges or hazards. ▪ Obtain or secure any necessary resources.
PHASE 5: PROJECT CLOSE OUT The last phase of this project is known as the project closure. This is when the project manager confirms that the project deliverables have been accepted by the client, stakeholder, or customer. Maintenance must be set up if the project or product will continue after the project is over. Before closing the project, the project manager will assess the whole project, grading performance, and comparison of this to the baseline. The project team will participate in this process by providing observations and feedback, which gives direction for future developments. List of Activities: ▪ Begin with the project scope document that is generated and double-check if you satisfied all of the requirements specified. ▪ Confirm that all deliverables have been handed off and signed by all stakeholders, indicating their consent and satisfaction. ▪ After all documents have been signed, process them, pay any invoices, and end any project-related contracts. ▪ Combine all documents, including all project reports that have been finalized, and then categorize. ▪ Conduct studies about the project’ lesson learned
6 PROJECT SCHEDULE A project schedule is a timetable that shows the start and end date of all project tasks, how the tasks relate to each other and usually which team members or other resources are responsible for delivery.
GANTT CHART
To view the entire Gantt chart clearly, you may click the link attached below and open the file using Microsoft excel. https://docs.google.com/spreadsheets/d/1QksBLwKPQOHYuO_X0IxwKwvAZUmWTR6 5/edit?usp=sharing&ouid=107508758264219660552&rtpof=true&sd=true
7 ESTIMATES By full transparency, the following figures below were provided as stakeholder’s receipt on what to expect their project consist of. This includes the “Bill of Materials and Quantity” and “Manpower Cost.”
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