INTEGRATED BUS TERMINAL

INTEGRATED BUS TERMINAL WITH 2 - STOREY COMMERCIAL BUILDING Plaza Pacita Parking Lot, Pacita 1 San Pedro, Laguna

PANDA CONSTRUCTION CORP.

MEMBERS

MICHAEL FERNANDEZ

ROENTJEN GOSE

KAILA MALOLOYON

RIEL VALDEZ

Table of Content I

SUMMARY/DOCUMENTATION OF CE PROJECT 1

II

BUILDING PERMIT FORM

STRUCTURAL VII0 MODEL VIII

DESIGN OF BEAMS AND COLUMNS

III

DESIGN CRITERIA

IX

DESIGN OF FOUNDATION/FOOTING

IV

ARCHITECTURAL PLANS

X

COST ESTIMATES

V

STRUCTURAL PLANS

XI

SPECIFICATIONS

VI

DESIGN OF SLAB

XII

SCHEDULING Page 02

XIII

PLUMBING PLAN

I I SUMMARY / DOCUMENTATION OF CE PROJECT 1 PROJECT DESCRIPTION THIS PROJECT INVOLVES CONSTRUCTION OF A INTEGRATED PUBLIC TRANSPORT TERMINAL AND A 2-STOREY COMMERCIAL BUILDING. PANDA CONSTRUCTION CO. PLANS TO TURN THE CURRENT PARKING LOT LOCATED IN PACITA 1, SAN PEDRO CITY, LAGUNA INTO AN INTEGRATED TRANSPORT TERMINAL WHERE PEOPLE CAN TAKE BUSES, JEEPNEYS, AND TAXIS TO GO TO THEIR DESIRED DESTINATIONS INSIDE AND OUTSIDE THE CITY. THE COMPANY PLANS TO DESIGN AND CONSTRUCT A CONVENIENT TERMINAL WHERE IT WILL BE AIRCONDITIONED AND THERE WILL BE TICKET BOOTHS, AN ADMIN OFFICE, A FOOD COURT, AND A WAITING AREA FOR PEOPLE TO WAIT FOR THEIR SCHEDULED TRIPS

PROJECT LOCATION PLAZA PACITA PARKING LOT, SAN PEDRO, LAGUNA

LOT AREA: 2114.52 SQM BENEFICIARY MRS. MARIA ROSARIO PINEDA CAMPOS

I

SUMMARY / DOCUMENTATION OF CE PROJECT 1 PROJECT LOCATION VISIT

THROUGH COMPUTER GENERATED (GOOGLE EARTH)

THROUGH REAL TIME

I

SUMMARY / DOCUMENTATION OF CE PROJECT 1

HAZARD ASSESMENT (HAZARD HUNTER PH)

CRITICAL FACILITIES

I

SUMMARY / DOCUMENTATION OF CE PROJECT 1 CURRENT SITUATION OF PACITA 1, SAN PEDRO LAGUNA (LPTRP) 1. Passenger demand estimate is at 10,682 in 2020 2. Intra City trip for student and worker trip are at 10,181 base on 20,362 population size (LPTRP 2018) 3. Lack of transport facility in Pacita 1 , San Pedro Laguna 4. Lack of inter city trips 5. Tricycle is the common mode of transportation intra city trips which consists of PCHAITODA ,PACTODA, DHAPAT 6. Good location for inter city terminal since it is near at the PNR,National Roads, Provincial Road , & Local roads

I

SUMMARY / DOCUMENTATION OF CE PROJECT 1 MEETINGS

FEBRUARY 22,2022- GROUP MEETING

MARCH 22,2022 GROUP MEETING

APRIL 4, 2022- MEETING WITH THE BENEFICIARY, PROPOSING WHICH SCHEME WILL BE SELECTED

I

SUMMARY / DOCUMENTATION OF CE PROJECT 1 INDIVIDUAL SCHEME PROPOSAL

PROPOSAL # 1

PROPOSAL # 2

PROPOSAL # 3

PROPOSAL # 4

I

SUMMARY / DOCUMENTATION OF CE PROJECT 1 CHOSEN SCHEME: PROPOSAL 1

II

BUILDING PERMIT FORMS

DESIGN CRITERIA

III

Specifications NSCP 2015 ACI 318-14 UBC 1997

Dead Loads

III

DESIGN CRITERIA

Live Loads

Min. Concrete Cover

Allowable Stress

Foundation

IV

ARCHITECTURAL PLANS

3D Perspectives

IV

ARCHITECTURAL PLANS

Ground Floor Plan

IV

ARCHITECTURAL PLANS

SecondFloor Plan

IV

ARCHITECTURAL PLANS

Elevations

IV

ARCHITECTURAL PLANS

Elevations

IV

ARCHITECTURAL PLANS

Site Development Plan

V

STRUCTURAL PLANS

DESIGN OF SLAB

VI

One - Way Slab S2

S2

S2

S2

S2

S2

S2

S2

S4

S4

VI

DESIGN OF SLAB

One - Way Slab Computation

VI

DESIGN OF SLAB

One Way Slab Designs

VI

VI. DESIGN OF SLAB

Two - Way Slab S1

S1

S1

S1

S3

S3

S3

S3

S5

S1

S1

S1

S5

S1

S1

S1

S3

S3

S3

S3

S1

S1

S1

S1

VI

DESIGN OF SLAB

Two - Way Slab Computation

VI

DESIGN OF SLAB

Two Way Slab Designs

VII

VII. STRUCTURAL MODEL LOADINGS CONSIDERED: DEAD LOAD LIVE LOAD SEISMIC LOAD A TOTAL OF 45 LOAD COMBINATIONS BASED ON ACI

VIII

DESIGN OF BEAMS AND COLUMNS

Beam Schedule for Grade Beams

VIII

DESIGN OF BEAMS AND COLUMNS

Beam Schedule for 2nd Floor Beams

VIII

DESIGN OF BEAMS AND COLUMNS

Beam Schedule for Roof Beams

VIII

DESIGN OF BEAMS AND COLUMNS

Column Schedule

IX

IX

DESIGN OF FOUNDATION / FOOTING

V

DESIGN OF FOUNDATION / FOOTING

X

QUANTITY AND COST ESTIMATES

REFERENCE: Simplified Construction Estimates by Max Fajardo

X

QUANTITY AND COST ESTIMATES

I. Concrete Material

II. Masonry Works

X

QUANTITY AND COST ESTIMATES III. Metal Reinforcement

X

X

QUANTITY & COST ESTIMATES IV. Formworks

X

X

QUANTITY & COST ESTIMATES V. Painting Works

VI. Tiling Works

XI SCOPE OF WORK: Site Works Rebar Works Concrete Works Masonry Works Plumbing Works Floor Works Wall Works Ceiling Works Carpentry Works Electrical Works

XI. SPECIFICATIONS A. Site Works General Site Grading Lines, Grades & Benchmarks Disposal of Surface Materials Excavation

B. Rebar Works The standard AWS welding indicators must be used for all connections Carbon Grade Steel Construction Common Bolts & Nuts : ASTM A307 Welding electrodes and rods: AWS Code 01.1 Rolled steel section Anchor bolts Bolts with expansion shield Lag Bolts Wrought Iron Steel Plates Electrodes for ARC welding Plan G.I Sheets Page 08

XI SCOPE OF WORK: Site Works Rebar Works Concrete Works Masonry Works Plumbing Works Floor Works

XI. SPECIFICATIONS C. Concrete Works Portland cement Fine and Coarse Aggregates Water Reinforcing Steel Concrete Proportion & Consistency "Standard Specification for ready-mixed concrete" must be followed Not exceed 6-1/2 and 7-1/2 U.S Gallons per bag of cement.

Wall Works Ceiling Works Carpentry Works Electrical Works

C. Masonry Works Concrete Masonry Units Cement Mortar Concrete Grout Page 08

XI. SPECIFICATIONS

XI SCOPE OF WORK: Site Works Rebar Works Concrete Works Masonry Works Plumbing Works Floor Works Wall Works Ceiling Works Carpentry Works

D. Plumbing Works Sanitary sewer Roof and ground storm drainage system Soil, waste and vent pipe system within the building Cold-water distribution and supply pipe to equipment fixtures and hose bibs Disinfections and testing of building water distribution systems PVC PIPE SCHED. 40 PPR PIPE PN2O GATE VALVES Water closet Lavatories PVC pipe (1” & 4” diameter) Valves ¾” Hosebibbs

C. Floor Works Ceramic, and beveled tiles Bedding mortar shall consist of one (1)-part Portland cement; three parts sand Portland cement plaster

Electrical Works Page 08

XI SCOPE OF WORK: Site Works Rebar Works Concrete Works Masonry Works Plumbing Works Floor Works Wall Works Ceiling Works Carpentry Works Electrical Works

XI.SPECIFICATIONS D. Wall Works Boysen, Davies, Nation, Welcoat, Coat Saver or authorized equivalent paints Valspar or approved. Spar varnish Wood fillers

E. Ceiling Works Fiber cement board on Galvanized iron 2"x4" metal studs 2"x3" metal frameworks

F. Carpentry Works Lumber Plywood (4'x8'x1/4'') Scaffold (2"x3") Fasteners Glue

G. Electrical Works GA # 16 minimum Copper, annealed, insulated 600 volts 2.0 mm2 TW for control wiring

XII

SCHEDULING

XIII

PLUMBING DOCUMENTS

GROUND FLOOR PLUMBING PLANS

SECOND FLOOR PLUMBING PLANS

XIII

PLUMBING DOCUMENTS

ISOMETRIC VIEW

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