Design and Build of Isolation Ward and Psychiatric Tender - 26448231

Procurement Summary

Country: Philippines

Summary: Design and Build of Isolation Ward and Psychiatric Ward/Cssr Building of Don Emilio Del Valle Memorial Hospital

Deadline: 24 Sep 2018

Posting Date: 05 Sep 2018

Other Information

Notice Type: Tender

TOT Ref.No.: 26448231

Document Ref. No.: 2018-devmh-132

Competition: ICB

Financier: Self Financed

Purchaser Ownership: -

Tender Value: Refer Document

CPV Classification

71541000 - Construction project management services

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Tender Details

Design and Build of Isolation Ward and Psychiatric Ward/Cssr Building of Don Emilio Del Valle Memorial Hospital
TERMS OF REFERENCE
Project Description :
DESIGN AND BUILD OF ISOLATION WARD AND PSYCHIATRIC WARD/CSSR BUILDING OF DON EMILIO DEL VALLE MEMORIAL HOSPITAL
Ubay, Bohol
I. INTRODUCTION
A. Background and Rationale:
The health agenda of the previous administration identifies Universal Health Care as among its most important programs. Its strategic directions include a refocused PhilHealth, upgrading and improvement of public healthcare facilities and attainment of Millennium Development Goals 4, 5, and 6. In pursuit of these objectives, the DOH aims to upgrade the facilities of its retained hospitals, one of which is the Don Emilio Del Valle Memorial Hospital (DEVMH) in Ubay, Bohol. The upgrading plan for the DEVMH will improve the provision of health care services for patients in the Northeastern part of Bohol.
The DEVMH is a 100 bed level 1 hospital providing health care delivery services in internal medicine, pediatrics, surgery, and obstetrics and gynecology through in-patient admissions, outpatient care, and emergency services. The business case for its upgrading envisions an increase in bed capacity to 300 to meet the demands of the catchment population. The hospital is presently located in the town of Ubay. It sits on a 1.25 hectare property and will soon acquire its two adjacent lots where most of the new infrastructure developments will be constructed. The existing buildings have been repaired and renovated but still the need to expand and cater more patients still persist.
In view of this, a new Master Site Development Plan of the hospital was prepared to put in place the location of the proposed infrastructures in the coming years.
B. Objectives
The Hospital Upgrading Projects of the Don Emilio Del Valle Memorial Hospital (DEVMH) in Ubay, Bohol is being pursued to support one of the DOH-s strategic approaches to improve the delivery of basic, essential, as well as specialized health services through the rationalization and critical upgrading of health facilities.
The 2018 Hospital Upgrading Project of Don Emilio Del Valle Memorial Hospital (DEVMH) will achieve the following major objectives:
1. To upgrade (DEVMH) to meet the infrastructure requirements of a 300-Beds Hospital and standards for fire safety and protection;
2. To develop (DEVMH) to meet the ever changing and increasing demands of quality health care delivery;
The Project calls for the design and construction of the Isolation Ward and Psychiatric Ward/CSSR Building. The building will be constructed on the new lot fronting the Main building. The main components/departments on both buildings are as follows:
1. Isolation Ward
a. First floor with Roofdeck - Isolation Ward
2. Psychiatric Ward/CSSR Building
a. First floor - CSSR building
b. Second floor with Roofdeck- Psychiatric Ward
II. CONCEPTUAL DESIGN
The design concept of the project were governed by the planning and design standards of Level 1 Service Capability Hospital Facility as prescribed by the latest requirements of the Department of Health and other concerned agencies. Building design shall conform to the provisions of the National Building Code of the Philippines (PD 1096), Accessibility Law (BP 344), National Structural Code of the Philippines, Electrical Engineering Law (RA 7920), Mechanical Engineering Law (RA 5336), Plumbing Code (RA 1378, 1993-1994 Revisions), Fire Code (RA 9514) and other laws and regulations covering environmental concerns and local ordinances and regulations.
The As-built Plan and Proposed Schematic Lay-out/Call-out will be provided as basis reference in the development of Preliminary Conceptual Design/Plans to be submitted as part of the Technical Proposal. However, it is the responsibility of the Bidder to verify actual site conditions and dimensions. The Preliminary Conceptual Design Plans and Perspectives shall be included construed part of the Technical Proposal as follows:
Preliminary Conceptual Design Perspective Required Specified Degree of Details
A. Aerial Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
B. Worm-s Eye Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
C. Front Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
D. Rear Perspective View In conformance with the preliminary conceptual plans and at least 3D rendered.
E. Left & Right Side Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
F. Longitudinal and Transverse Section Plans At least one Longitudinal and One Transverse Section Plans in at least A3 Size Paper
III. PERFORMANCE SPECIFICATIONS AND PARAMETERS
Site and space planning were governed by the standards, rules and regulations on the design of Level 1 hospitals as prescribed by the Department of Health and other concerned agencies. Building design shall conform to the provisions of the National Building Code of the Philippines (PD 1096), Accessibility Law (BP 344), National Structural Code of the Philippines, Electrical Engineering Law (RA 7920), Mechanical Engineering Law (RA 5336), Plumbing Code (RA 1378, 1993-1994 Revisions), Fire Code (RA 9514) and other laws and regulations covering environmental concerns and local ordinances and regulations.
A. Pre-Detailed Design
1. Engineering Surveys and Investigations
1.1 Surveys and investigations of the site includes elevations and contours (at 0.5m interval), soil tests, location, dimension, floor elevations and other pertinent data on existing buildings and improvements (roads, parking areas, mature trees) and existing utility lines (e.g. water, power, telephone).
2. Preliminary Conceptual Design Plans/Perspective
2.1 Preparation of the following drawings for design development based on the as built plan and schematic lay-out/Call-out prepared by the procuring entity. Please refer to section II. CONCEPTUAL DESIGN.
2.2
B. Detailed Design
1. Preparation of the following Detailed Design Drawings of entire building (see DOH Checklist of Drawings Requirements) based on the Design Development Drawings and Design Parameters including any revisions and refinements as approved and required by the (DEVMH):
a. Detailed Architectural Plans (refer to Checklist of Drawings Requirements and Design Parameters).
b. Detailed Structural Plans (refer to Checklist of Drawings Requirements and Design Parameters).
c. Detailed Electrical Plans (refer to Checklist of Drawings Requirements and Design Parameters).
d. Detailed Storm Drain, Sanitary and Plumbing Plans (refer to Checklist of Drawings Requirements and Design Parameters).
e. Detailed Mechanical Plans (refer to Checklist of Drawings Requirements and Design Parameters).
f. Structural Computations, including Soil Boring Test Results and Seismic Analysis and Electrical Design Computations.
g. General Notes and Technical Specifications describing type and quality of materials and equipment to be used, manner of construction and the general conditions under which the project is to be constructed.
h. Detailed Bill of Qualities, Cost Estimates including a summary sheet indicating the unit prices of construction materials, labor rates and equipment rentals.
i. Summary of Works
C. SCOPE OF WORKS FOR ISOLATION WARD BUILDING
Construction Works (Inclusive of Building Permits, Fire Permit, Licenses, Permits, etc.)
a. General Scope: Construction of one storey (with roofdeck) Isolation Ward Building with complete architectural and engineering works breakdown of which is but not limited to the following:
a.1 Removal and clearing of existing structures/obstruction.
a.2 Excavation Works
a.3 Embankment (if necessary based on actual layout)
a.4 Structural and Civil Works
a.4.1 Column footing & Wall Footing
a.4.2. Column
a.4.3. Tie beams
a.4.4. Slab beam
a.4.5. Lintel beam (on windows and doors)
a.4.6. Suspended slab on 1st floor and its roofdeck
a.4.7. Interior and exterior walls
a.4.8 Cement plastering
a.4.9. Drainage structure
a.4.10. Protection of existing structures, utility systems during construction
a.4.11. Construction of covered sidewalk
a.4.12. Construction of Septic tank
a.5 Complete Architectural Works
a.5.1 Architectural metal works
a.5.2 Wall, ceiling, floor, counter finishes and accessories
a.5.3. Finishes for wall, ceiling, wall, counter finishes and accessories
a.5.4 Doors and windows and fenestration
a.5.5. Painting Works
a.5.6. Special features and furnishings
a.5.6.1 Closed type Nurse Station with station counter and cabinets within the nurse station
a.5.6.2 Room signages and Building signage
a.6 Complete Sanitary/Plumbing Works
a.6.1. Fixtures, fittings and accessories
a.6.2. Sewerline and Vent system
a.6.3. Wastewater line and Vent system
a.6.4. Cold Waterline system
a.6.5. Storm Drainage system
a.7 Complete Electrical and Communications Works
a.7.1. Power system including fixtures, fittings, devices, wires and cables
a.7.2. Lighting system including fixtures, fittings, devices, wires and cables
a.7.3. Auxiliary system
a.7.3.1 Communications system including telephone system, paging system and provision for internet connections.
a.7.3.2 Fire Alarm System
a.7.4. Panel board and Circuit breakers
a.7.5 Electrical wires to be tapped to existing hospital main feeder
a.7.6 Lightning Protection System
a.7.7 Smoke detectors
a. 7.8 Fire Extinguishers
a.8 Mechanical Works
a.8.1. Firepipes with firehose cabinet (to be tapped from Main bldg)
a.8.2. Aircondition at Nurse station
a.8.3. Exhaust ventilation on toilets without windows
a.8.4 Automatic Fire Sprinkler System
a.8.5 Airducting system on hallway inside the building.
STRUCTURAL DESIGN AND ANALYSIS SPECIFICATIONS AND PARAMETERS
(ISOLATION WARD)
I. Codes and Standards
The Civil/Structural Design shall be in accordance with the following Codes and Standards
a: Codes
1. National Structural Code of the Philippines (NSCP) 2010
2. National Building Code of the Philippines and its revised IRR
3. Accessibility Law
4. Local Codes and Ordinances
a: Standards
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. DPWH Blue Book
4. American Concrete Institute (ACI)
5. American Society for Testing Materials (ASTM)
6. American Welding Society (AWS)
7. Implementing Guidelines issued by the DOH
II. Design Criteria shall be submitted first to the Procuring Entity for concurrence of the following minimum design requirements:
A. Design Loads (Dead Load, Live Load, Wind Load, Seismic Load and Analysis Procedure, Load Combinations)
B. Materials (Concrete, Reinforcing Steel Bars, Structural Steels)
C. Foundation (Allowable Foundation Pressure)
D. Design References
III. Minimum Design Input File in Structural Software and Required Reports
A. JOB INFORMATION
A. JOINT COORDINATES
B. MATERIAL DEFINITION/SPECIFICATION
C. MEMBER PROPERTY
D. SUPPORT DEFINITION
E. LOAD DEFINTION (Seismic/Dead/Live/Wind/Load Combinations)
F. ANALYSIS PROCEDURE
G. ANALYSIS RESULT
H. LOAD LIST
I. SUPPORT REACTION LIST
J. DESIGN RESULTS (FOOTING/ COLUMN/ BEAM)
K. LOAD DIAGRAMS
L. STRUCTURAL PLANS
IV. Buildings
1. The hospital buildings should be designed using seismic importance factor required for immediate occupancy category based in the latest NSCP Requirements. In the design, the Designer shall ensure that the facilities can withstand moderate seismic activity of at least 8.0 Magnitude. Seismic gaps between buildings (old and new) should be properly observed.
2. The building should be designed also using wind importance factor of 1.15 (especially for design of trusses/roofing system) and can withstand wind speed of three hundred (300) kilometers per hour. Concrete gutters and parapet walls should be provided as additional protection to the roofing system during strong typhoons.
3. The structural designer should verify with Philippine Volcanology and Seismology (PHIVOLCS) the distance of the proposed hospital to nearest active fault lines and with the DENR for geo-hazard mapping.
4. The structural components of the building (column & footing) should be design to carry the loads up to third floor.
V. Details - the following shall be provided: (Ensure resilience of roofing system to a strong wind velocity of 300km/hr.)
1. Connection details of beams and columns following the requirements of NSCP on confined areas.
2. Splicing details of reinforcing bars on columns and beams and the required bar cut-off points.
VI. Summary of Materials
1. Concrete shall be Portland cement and conforming to ASTM Specification C150, Type I to Type II
2. Coarse Aggregates shall consist of washed gravel, crushed stone or rock or a combination thereof conforming to ASTM C33
3. Concrete Hollow Blocks shall be a standard product of recognized manufacturer conforming to PNS 16 with at least 350psi strength.
4. Structural steel shall conform with ASTM A36/A6M
VII. Drawing Requirements: See attached checklist
---End of Scheme-”
SUBJECT : ARCHITECTURAL DESIGN PARAMETERS (ISOLATION WARD)
I. Codes and Standards
The Architectural Works shall be in accordance with the following Laws, Codes, Standards and implementing guidelines issued by the DOH
-c Laws and Codes:
1. National Building Code of the Philippines and its Latest and Amended IRR
2. RA 9266 or Architecture Law and its Latest and Amended IRR
3. RA 4226 or Hospital Licensing Act and its Latest and Amended IRR
4. BP 344 or Accessibility Law and its Latest and Amended IRR
5. AO 35, s. 1994 or AO Pertaining to the Control of Radiation Hazards
6. RA 9514 Fire Code of the Philippines
7. Existing Local Codes and Ordinances.
8. And other Laws that applies to the projects
-c Standards:
1. Bureau of Product Standards (BPS)
2. Underwriters Laboratory (UL)
3. DOH Technical Guidelines for Hospital & Health Facilities Planning and Design
4. Implementing Guidelines issued by the DOH
II. General Drawing Guidelines
1. General
-c All drawings shall be computer-drafted. Drawings shall be submitted both in printed and electronic copies.
-c Keep the same orientation for all plans. The north orientation shall be indicated in all architectural floor plans. The orientation of the architectural plans shall be consistent with all the engineering plans.
-c Existing buildings and new works shall be clearly indicated and labeled in the site plans.
-c Detailed plans shall have a scale not smaller than 1: 50 meters.
-c Spot detailed plans, elevations, and sections shall have a scale not smaller than 1: 10 meters.
-c Avoid notes such as -˜see architectural detail- or -˜see structural-. Always refer with a callout to the specific detail drawing and sheet number.
2. Site Plans
-c The site plans shall have a scale not smaller than 1 : 400 meters.
3. Floor Plans
-c All plans shall be 1: 100 meters. The same scale shall be used for the rest of the architectural, structural, sanitary, plumbing, electrical and mechanical plans, except for each trade-s site plan, detailed plans and spot details.
-c Elevation callouts shall be indicated on the floor plans and shall be consistent with the elevation drawing.
-c Section line callouts on the floor plans shall be consistent with the section drawing.
-c Floor plans shall be indicated with boxed room callout numbers, including the callout for floor finishes and wall finishes.
-c Floor elevations shall be indicated in the floor plans. This shall be in reference to the natural grade line or the established finished floor lines of the adjoining existing buildings.
-c The location of mechanical equipment, e.g. air conditioning shall be indicated in the floor plans. This shall be consistent with the mechanical and electrical plans.
-c Door callouts shall be circles with the proper numbering, e.g. D-01.
-c Window callouts shall be hexagons with the proper numbering, e.g. W-01.
4. Elevations and Sections
-c Finish floor lines and top of truss lines shall be consistent in all the elevations, sections and structural plans and details.
5. Reflected Ceiling Plans
-c Reflected ceiling plans shall be indicated with boxed room callout numbers, including the callout for ceiling finishes and lighting fixtures.
-c Ceiling height relative and in reference to the finish floor line shall be indicated in the reflected ceiling plans in each room with boxed dimensions. This is to ensure that the ceiling heights of all rooms are established whether or not reflected in the sections.
-c The description and location of the fixtures, e.g. lighting, smoke detectors, aircondition vents, exhaust fans, in the reflected ceiling plans shall be consistent with the electrical and mechanical plans.
6. Roof Plans
-c Location of all downspouts shall be indicated in the roof plans.
7. Doors and Windows
-c Door and window schedules shall indicate the type of door or window, the number of sets, the location/s of the door or window, the materials and accessories included and other special specifications, e.g. color or finish.
8. Details
-c Provide a minimum of one (1) bay section of a scale not smaller than 1 : 50 meters for each major building preferably cut along the area with special construction design.
-c Provide spot detail plans, elevations and sections of a scale not smaller than 1:10 meters for special designs with aesthetic treatment and ornamentation.
-c Provide detail plans of a scale not smaller than 1 : 50 for all areas needing tile pattern, e.g. lobby, corridor, entrance walk, showing the position and pattern of tiles.
-c Centerline location of plumbing fixtures shall be indicated in detail plans with lines of reference and its corresponding dimensions. This is to indicate the exact locations of the plumbing/sanitary roughing-ins.
III. Building Architectural Works
1. Floor Plans
-c The structural, sanitary, plumbing, electrical and mechanical designs are required to refer to the architectural plans and specifications in case of discrepancies. If an engineering design will have any possible conflict or interference on the architectural design, the latter may be adjusted provided that the aesthetic value will not be compromised.
-c The architectural and engineering plans shall be consistent all throughout in terms of dimensions and locations of columns, beams, walls, roof line, conduits, ducts, pipes, and fixtures, among others. Column and beam grid lines shall also be consistent in all the architectural and engineering plans.
-c Verify and coordinate floor plans with the mechanical, electrical and sanitary design with regard to the requirements for mechanical rooms, AHU rooms, electrical rooms, pipe chase, and other engineering requirements.
-c Public toilets shall have provisions and fixtures for persons with disability as required by BP 344. If enough space allows, toilets specially made and designated for persons with disability is preferable.
2. Walls
-c Exterior walls shall be 200mm. thick, while interior walls shall be 150mm. thick. This is indicative of the finished wall thickness including the plastering and tile works.
-c Layout and work on wall and floor tiles must be aligned, plumb, level, and square.
-c All edges, corners and intersections of toilet tiles, including the top-most tile not reaching the ceiling shall be provided with polyvinyl chloride tile trims.
-c The design and size of wall tiles on toilets shall be approved by the procuring entity before installation.
3. Floors
-c If floor tiles in two adjacent rooms with different material, color or design meet at the door opening, the cut shall be located middle of the door thickness when in a closed position. Provide details in the floor pattern design.
-c Floors at the openings of toilets on patient's room shall be sloping.
-c The floor tiles on rooms and hallways shall be 600mm x 600mm glazed granite tiles.
-c Layout and work on wall and floor tiles must be aligned, plumb, level, and square.
-c All edges, corners and intersections of toilet tiles, shall be provided with polyvinyl chloride tile trims.
-c Tile color and design shall be approved first before installation.
4. Ceiling Works
The following rooms shall have a minimum ceiling height:
-c Ceiling height for areas with special aesthetic treatment, e.g. lobby, major conference room, auditorium, executive office, shall be proportional to the area or room or as required by the designer. However, this shall not be lower than 3000mm. Provide details.
-c If acoustic boards on aluminum T-runners would be used for the ceiling, layout should be on center and avoiding cut pieces. If the remaining perimeter of the ceiling is less than 600mm. wide, it shall be designed complimentary with fiber cement boards on light gauge metal furrings. Likewise with acoustic boards in big areas, e.g. offices, and wards, shall be designed in a way to break the redundancy. Provide details.
-c Soffit of exterior beams and slabs shall have drip mole to prevent damage due to water sipping into the eaves or ceiling. Section details shall be required to show the drip mould.
-c Provide manholes for maintenance work, where applicable.
5. Doors and Windows
-c Doors, windows, locksets, hardware and all accessories shall be of type appropriate to the location where it is applied and shall be of premium grade and quality performance.
-c It should be rust-proof, termite-resistant, fire-resistant and sturdy against heavy usage, preferably metal or composites/alloy.
-c All door hardware and accessories shall be heavy duty type.
-c Toilets and other wet areas shall use waterproofed flush panel doors in automotive finish.
-c Doors on patient rooms should be provided with stainless steel kickplates and lockers and shall be finished using "high pressure laminate sheets". It should be provided with a viewing panel.
-c Windows on patient rooms shall be swing type on aluminum frame and shall be provided with insect screen. Windows on toilets shall also be fitted with insect screen.
-c Fire escape doors, should be provided with panic hardware and door closers, and shall conform with the requirements of the Fire Code of the Philippines.
-c Aluminum frames for glass doors and windows .
-c All glass panels for doors and windows on exterior walls shall at least be 6mm thick
-c Door finish and color shall be approved first before application.
-c Window sills shall be slightly sloped outwards to prevent damage to windows and paint due to water seepage. Section details shall be required to show this slope.
-c All doors of a high-occupancy room shall swing outwards and as required by the Fire Code of the Philippines.
-c All doors and windows shall have reinforced concrete lintel beams. Provide details.
6. Stairs, Ramps and Corridors
-c Ramps for persons with disability shall have a slope not higher than 1: 12. Handrails and clearances shall conform with the requirements of BP 344.
-c Regular stairs shall have risers at 150mm. high and treads at 300mm. wide. Fire stairs could have a maximum riser at 200mm. and tread at 250mm. Handrails shall be 1100mm. high. Clearances shall conform with the requirements of the Fire Code of the Philippines.
-c Corridors shall have a minimum unobstructed width of 2450mm. This shall be measured clear from the surface of the finished wall and not on-center of the rough CHB wall.
-c Corridors shall not be areas for temporary or permanent storage of stretchers, wheelchairs, trolleys, food carts, oxygen tanks or other movable hospital equipment. Storage or parking spaces shall be provided for these.
-c Corridors and exit doors shall conform with the requirements of the Fire Code of the Philippines.
7. Fixtures and Accessories
-c Three-way electrical light switches shall be provided at the foot and the top of the stairs per floor. Likewise at both ends of a long corridor.
-c Electrical light switches shall be located by the knob side of the door.
-c Electrical switches and outlets shall be installed plumb and level.
-c A drainage line shall be provided for window-type airconditioners. Likewise, split-type airconditioners located in the interior part of the building shall be so located adjacent to areas with drainage lines, e.g. toilets, downspouts, balconies.
-c Toilets on patient's room shall be provided with stainless handrail.
8. Roofing Works
-c The section of the roof gutters shall be designed, in case of a clogged downspout, so that the overflow of water will be directed outside of the building and not towards the eaves or interior ceiling to prevent any damage. Provide details.
-c Avoid valley or inside gutters in roof design. But in cases required in aesthetic design, valley or inside gutters shall be in stainless steel or concrete gutters with membrane-type waterproofing, and the section shall be designed with a capacity for big volume to prevent any damage due to overflow. Provide details.
-c Parapets, designed as a roof protection from the winds, must be designed to satisfy the preceding parameters. Provide details.
-c The slope of the roof shall not be less than 30 degrees.
9. Painting
-c Painted ceiling shall be in flat latex finish, while cornices and mouldings shall be in gloss enamel finish.
-c Painted interior wall shall be at least in semi-gloss latex finish for ordinary rooms, e.g. offices, unless specified to a higher type of paint.
-c Patient-related rooms, e.g. emergency rooms, out-patient department and wards, shall be in anti-bacterial and odor-absorbent paint finish.
-c Special rooms, e.g. operating rooms, delivery rooms, and laboratory shall also be in anti-bacterial and odor-absorbent paint finish.
-c Painted exterior wall shall be at least in moisture-resistant/water-repellant solvent-based paint finish, textured or smooth, unless otherwise specified.
-c Paint color and shade shall be approved first before application.
10. Special Features and Furnishing
-c Provide/fabricate Nurse Station counter with cabinets
-c Closed type Nurse Station
IV. Specific Requirements
-c Provide spot detail plans and sections of the following:
1. Gutter, eaves, and parapet
2. Ceiling - covelight, special connections and design, mouldings, valances
3. Stairs - handrail, and baluster design
4. Ramps - handrail design and floor pattern
5. Doors, windows and gates - grille works,
6. Special Architectural Treatment and Design, e.g. faA§ade design, special window and door, counter/nurse station counter
7. Special Carpentry Works, e.g. partitions, cabinetry
8. Other details as may be required
V. Summary of Materials
-c Materials to be used shall be fire-resistant, non-toxic, moisture-resistant and termite-resistant, e.g. fiber cement board, light-gauge steel frame, polyvinyl chloride ceiling panels.
-c Wet areas, e.g. toilets, and kitchen shall use non-skid/non-slip vitrified ceramic floor tiles.
-c Heavy traffic areas, e.g. lobby, and corridor shall use heavy-duty seamless granite floor tiles or a higher type of floor material.
-c Vinyl floor tiles for areas like offices shall be homogenous and not less 2mm. thick.
-c Ramps and stairs shall use non-skid/non-slip floor tiles, materials as specified.
-c Aluminum T-runners shall be powder coated.
-c Metal rod hangers with adjustable clips, and not galvanized iron wires, shall be used to support and suspend the aluminum T-runners and light gauge metal furrings.
-c Roofing sheets shall be Ga.# 24 aluminum-coated, pre-painted, and pre-formed.
VI. Drawing Requirements: See attached DOH checklist of drawings.
---End of Scheme---
SUBJECT: DESIGN PARAMETERS STRUCTURAL/CIVIL WORKS
(ISOLATION WARD)
I. Codes and Standards
The Civil/Structural Design shall be in accordance with the following Codes and Standards
a: Codes
1. National Structural Code of the Philippines (NSCP) 2010
2. National Building Code of the Philippines and its revised IRR
3. Accessibility Law
4. Local Codes and Ordinances
a: Standards
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. DPWH Blue Book
4. American Concrete Institute (ACI)
5. American Society for Testing Materials (ASTM)
6. American Welding Society (AWS)
II. Buildings
1. The hospital buildings should be designed using seismic importance factor of 1.5 for immediate occupancy category. Buildings should be designed in accordance with NSCP Requirements up to Magnitude 7 for those near seismic source Type A. Seismic gaps between buildings (old and new) should be properly observed.
2. The hospital buildings should be designed also using wind importance factor of 1.15 (especially for design of trusses/roofing system). Concrete gutters and parapet walls should be provided as additional protection to the roofing system during strong typhoons.
3. The structural designer should verify with Philippine Volcanology and Seismology (PHIVOLCS) the distance of the proposed hospital to nearest active fault lines and with the DENR for geo-hazard mapping.
4. Soil investigation (at least three bore holes) should be conducted to determine soil bearing capacity and recommended foundation design (applicable even for one storey structure).
5. The structural designer is encouraged to use fire-resistive and non-toxic materials.
III. Details - the following shall be provided:
1. Connection details of beams and columns following the requirements of NSCP on confined areas.
2. Connection of trusses to beams and columns
3. Splicing details of reinforcing bars on columns and beams and the required bar cut-off points.
IV. Summary of Materials
1. Concrete shall be Portland cement and conforming to ASTM Specification C150, Type I to Type II
2. Coarse Aggregates shall consist of washed gravel, crushed stone or rock or a combination thereof conforming to ASTM C33
3. Concrete Hollow Blocks shall be a standard product of recognized manufacturer conforming to PNS 16 with at least 350psi strength.
4. Reinforcing Bars shall conform with PNS Grade 60 for 16mm dia. and above and PNS Grade 40 for 12mm dia and below.
5. Structural steel shall conform with ASTM A36/A6M
6. Bolts and Studs shall conform with ASTM A 325
7. Welding electrodes shall be E60 or E 70 and conform with AWS
V. Drawing Requirements: See attached checklist
SUBJECT: SANITARY/PLUMBING DESIGN PARAMETERS (ISOLATION WARD)
I. Codes and Standards
The Sanitary/Plumbing Design shall be in accordance with the following Codes and Standards.
a: Codes:
1. National Building Code of the Philippines and Its New IRR
2. Fire Code of the Philippines
3. National Plumbing Code of the Philippines (NPCP)
4. Sanitation Code of the Philippines
5. Existing Local Codes and Ordinances.
6.
a: Standards:
1. Bureau of Product Standards (BPS)
2. Philippine National Standards for Drinking-Water
3. Underwriters Laboratory (UL)
4. DOH National \ Laboratory (NRL)
5. DOH Health Care Waste Management Manual
6. National Water Resources Board (NWRB)
7. National Plumbers Association of the Philippines (NAMPAP)
8. Philippine Society of Sanitary Engineers, Inc. (PSSE)
II. Site Works
a: Based on the Master Site Development of the Hospital, the Site Works shall provide complete layout of the following:
1. Storm Drainage layout, indicating Drainage Manholes and Pipe Culvert;
2. Sewerage Pipe Network, indicating Sewage Manholes, Sewage pipes
3. Water Supply Network, indicating the location of Water Service entrance.
a: The Storm Drainage Network shall accommodate the magnitude of peak rates of surface run-off including drainage coming from the buildings. The system shall be capable of handling the design flows routing to the designated outfall;
For rainfall calculation and sizing of drainage pipes, refer to Table-D2, Appendix-D, National Plumbing Code of the Philippines and current rainfall record from PAGASA.
a: The Sewerage Pipe Network design shall accommodate all sewage coming from all the facilities, conveyed by gravitational flow leading to the existing Sewage Treatment Plant;
Per capita wastewater demand: 100-130 gal/capita/day per bed
a: The Water Supply Network shall include the provision of Fire Hydrants, accessible Drinking Fountain that will serve as testing point for safe and potable water supply;
Per capita water demand: 130-150 gal/capita/day per bed
III. Building Facilities Sanitary/Plumbing System
1. Sewerline and Vent System
a: Provide complete Sewerline and Vent System from all (Domestic) plumbing fixtures and floor drains, laid by gravity flow leading to the Sewage Treatment Plant (STP);
-c The overflow pipe of the Septic tank shall be tapped on the existing Main pipe which leads to the existing Sewage Treatment Plant.
-c All patient rooms shall be provided with "floordrain".
a: For Demand Weight of Fixtures in Fixture Units; refer to Appendix A, Table A-2, NPCP
2. Waterline System
-c The waterline source of the Isolation Ward shall be tapped on the existing elevated water tank of the hospital.
3. Storm Drainage System
a: Complete Storm Drainage System shall be provided for all roofs, canopies, and concrete ledges including condensate drains laid for gravity flow connected to a leader/pipe line leading to the natural ground level storm drainage network.
IV. Summary of Materials
a: Sewer and Vent pipes; Unplasticized Polyvinyl Chloride (uPVC) or Polyvinyl Chloride (PVC) extra series 1000 (Conforming to ISO 3633 ASTM D2729 including Trims and Fittings)
a: Storm Drainage pipes; Downspouts, Unplasticized Polyvinyl Chloride (uPVC) or Polyvinyl Chloride (PVC) extra series 1000( Conforming to ISO 3633 ASTM D2729 including Trims and Fittings, BPS Certified)
a: Drainage Pipes; 250mm dia. and below, Non-Reinforced Concrete Pipe (NRCDP)
300mm dia. and above, Reinforced Concrete Pipe (RCDP)
a: Drainage Manholes; Street Inlet, Curb Inlet, Traffic Type Reinforced Concrete
Area drain/Catch Basin, Reinforced Load Bearing CHB
a: Sewage Manholes; Traffic Type Reinforced Concrete with Standard Steel Brass Cover
a: Wastewater pipeline; Extra Heavy (XH) Single Hub, Hubless Cast Iron Pipes and Fittings (CIP) conforming to ASTM Standard 888
a: Cleanouts; Cast Iron Brass with counter sunk plug (BPS Certified)
a: Floor Drains/Deck Drains; Cast Iron Brass (BPS Certified)
a: Gutter Drains; Cast Iron Dome Type Brass (BPS Certified)
a: Cold Waterline pipes; for buildings, Polypropylene Pn10 Fusion Weld Pipes including Trims and Fittings (BPS Certified)
a: Hot Waterline System; for buildings, Polypropylene Pn20 Fusion Weld Pipes including Trims and Fittings (BPS Certified)
a: Trench Grating; Galvanized/Stainless Steel Iron grates
a: Plumbing Fixtures including Trims, Fittings and accessories; (BPS Certified)
a) Water Closet-Tank Type push button flush
b) Lavatory-(Pedestal/Counter Type) with C-spout spray faucet
c) Kitchen Sink-Ga#16 Stainless Steel seamless bowl with gooseneck faucet
d) Urinal-Wall hung Flush valve type
V. Drawing Requirements: See attached DOH checklist standards based on Revised IRR of the National Building Code of the Philippines (PD 1096)
---End of Scheme---
SUBJECT : MECHANICAL WORKS DESIGN PARAMETERS
(ISOLATION WARD)
I. Codes and Standards
The Mechanical Design shall be in accordance with the following Codes and Standards.
a: Codes:
1. National Building Code of the Philippines and Its New IRR
2. Fire Code of the Philippines
3. Mechanical Engineering Code of the Philippines (ME Code)
4. Existing Local Government Codes and Ordinances.
a: Standards:
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. Underwriters Laboratory (UL) and Factory Mutual (FM)
4. International Electrotechnical Commission (IEC) 1988
5. National Fire Protection Association (NFPA)
6. National Fire Protection Association (NFPA) 99 Standard for Health Care Facilities.
7. American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE).
8. Center for Disease Control and Prevention (CDC) Manual.
II. Fire Safety System
1. Provide fire pipes (black iron pipes sched.40) with firehose cabinet equipped with a 25 meter long firehose with nozzle, axed and a 5 kg type ABC fire extinguisher. The fire pipes shall be connected to the existing pipes at the Ward 1 area of the Main building.
2. Install smoke detectors inside the building premise. All rooms should be provided with smoke detectors.
3. Provide Fire Alarm
4. Provide fire extinguishers in the nurse station, entrance and exit of hallways
Per floor.
III. Ventilation and Air Conditioning System
The ventilation and air conditioning system shall be composed of complete plans and drawings of the following:
1. Provide aircondition unit on the Nurse Station area.
2. Ceiling cassette type exhaust fans with integral air diffuser shall be provided in toilets without ventilation.
3. Ceiling fans, orbit type with 360A oscillation shall be provided in all non air conditioned patient rooms.
IV. Summary of Materials
1. AIR CONDITIONING / VENTILATION SYSTEM
a. Window type 1 hp (inverter) aircondition unit on Nurse Station area.
b. Ceiling fan - orbit type, size 40cm, Rating 230V, 60Hz, 60 watts
c. Exhaust fan - size 12", 220V, 60Hz, 45 watts
V. Drawing Requirements: See attached DOH Standard Checklists based on Revised IRR of the National Building Code of the Philippines (PD 1096)
SUBJECT: ELECTRICAL DESIGN PARAMETERS
I. Codes and Standards
The Electrical System Design Parameters shall be in accordance with the following Codes and Standards.
a: Codes:
1. Philippine Electrical Code
2. National Electrical Code
3. Fire Code of the Philippines
4. National Building Code of the Philippines and Its New IRR
5. Existing Local Codes and Ordinances
a: Standards:
1. Bureau of Product Standards (BPS)
2. Underwriters Laboratory (UL)
3. National Fire Protection Association
4. International ElectrotechnicalCommisssion (IEC)
5. Illumination Engineering Society (IES)
6. National Electrical Manufacturer-s Association (NEMA)
7. DOH Manual on Technical Guidelines for Hospital and Health Facilities Planning and Design
II. Site Works
Based on the Master Site Development of the Hospital, the Site Works shall provide complete Electrical layout of the following:
1. Substation/Power House to the new proposed structures.
2. Panelboard Layout
3. Service Conductors and Conduit Layout
4. Grounding System
III. Building Facilities Electrical System
1. Lighting System
-c Provide and install adequate normal branch circuits for Lighting System to all areas using the standard Lighting Design Analysis. Utilize the standard Illumination requirements per area of concern using the preferred particular type of luminaires.
2. Power System
-c Provide and install adequate normal branch circuits for the Power System.
3. Standby/Emergency System
-c Provide and install adequate life safety and critical emergency branch circuits for lighting or utilization equipment connected to the alternate power source.
4. Auxiliary System
-c Provide and install the following Auxiliary System:
a) Communication System
-c Public Address Paging System (to be tapped on existing hospital connections, provide 1 set of paging speaker)
-c Private Branch Exchange (PABX)- to be tapped on existing connection. Provide 1 set of intercom unit on Nurse Station.
-c Master or Cable Antenna Television connection ready
b) Fire Alarm System
c) Security System.
5. Lightning Protection System
-c The building lightning protection system shall include roof-mounted air terminals grounding conductors, ground rods, conduits, clamps, and auxiliary equipment as required for a complete and operational lightning protection system.
IV. Provide Details of the following:
1. Lighting Fixtures/Luminares
2. Panelboard and Circuit Breakers
3. Switchgear and other Metering Devices (if applicable)
4. Electrical and Hospital Equipment
5. Installation and Termination of Auxiliary and other Special Devices and Equipment
6. Power and Telephone Handholes (as may be required)
7. Pedestal and Service Entrance to Bldg.
8. Grounding System Layout
9. Others as may be required.
V. Summary of Materials
1. General Lighting Luminares: Fixtures type shall be as indicated on the Lighting Layout Plan.
-c Use LED lights for all lighting system.
-c Downlights and Pinlights shall be of heavy gauge spun aluminum equipped with lamp as indicated on the drawings.
-c Other Special Lighting requirements shall be as approved by the implementing agency.
2. Wiring Devices: Wiring devices shall be non-automatic control devices, the contact is guaranteed by the pressure of the special spiral springs.
-c Switches shall be of 15A, 250V or 300V except as otherwise noted and approved. Terminals shall be screw-type or quick-connected type.
-c General use receptacle shall be 15A, 240V grounding type unless otherwise indicated on the drawings.
-c Special purpose receptacles shall be as called for on the drawings. Matching plugs shall be supplied.
3. Panel boards and Circuit Breakers: The Panel board and Circuit Breakers shall be equipped with molded-case circuit breakers and shall be the type as indicated in the panel board schedule and details.
-c Provide molded-case circuit breakers of frame, trip rating and interrupting capacity as shown on the drawings. The circuit breakers shall be quick-make, quick break, thermal-magnetic, trip-indicating and shall have common trip on all multiple breakers with internal trip mechanism.
-c All current-carrying parts of the panel boards shall be plated. Provide solid neutral (S/N) assembly when required. The assembly shall be isolated from the enclosure.
4. Electrical Conduits, Boxes and Fittings: All conduits, boxes and fittings shall be standard rigid steel, zinc coated or galvanized.
-c Rigid Steel Conduits (RSC)
-c Rigid Metal Conduits (RMC)
-c Intermediate Metal Conduits (IMC)
-c Electrical Metallic Tubing (EMT)
-c Unplasticized Polyvinyl Chloride (uPVC) if required shall be schedule 40.
5. Conductors: Wires and cables shall be of the approved type and unless specified or indicated otherwise, all power and lighting conductors shall be insulated for 600 volts.
-c The conductors used in the wiring system shall be of soft-annealed copper having a conductivity of not less than 98% of that of pure copper and insulated for 60 i‚C Temperatures.
-c All conduits of convenience outlets and wire ways for lighting branch circuit homeruns shall be wired with a minimum of 3.5 mm square in size.
6. Master Antenna Television (MATV) and Cable Television (CATV) System:
-c Two sources of TV signals shall be provided to the building. One (1) shall be from a master antenna installed at the roof or within a suitable area of the building and the other will be from a commercial cable television service.
-c There shall be individual trunking for master antenna and cable television rising in the building.
7. Fire Alarm System:
-c Provide two sets of fire alarm to be located on both ends of the building.
VI. Drawing Requirements: See attached DOH Standard Checklists based on Revised IRR of the National Building Code of the Philippines (PD 1096)
SCOPE OF WORKS FOR PSYCHIATRIC WARD/CSSR BUILDING
A. Work Item and Description:
1. Pre- Detailed design
A. Geodetic Survey of lot and structures
B. Topographic Survey (if necessary)
C. Soil Boring Test Results, Analysis and Report (if necessary or as per advised by the designing structural engineer)
2. Detailed Design Works
a. Detailed Architecture and Engineering Design (Refer to Checklist of Drawings)
b. Technical Specifications
c. Bill of Quantities and Detailed Cost Estimates
d. Engineering Computations
e. Detailed Summary of Works
3. Construction Works (Inclusive of Building Permits, Licenses, Permits, etc.)
b. General Scope: Construction of two-storey Psychiatric Ward/CSSR Building with complete architectural and engineering works breakdown of which is but not limited to the following:
a.1 Removal and clearing of existing structures/obstruction.
a.2 Excavation Works
a.3 Embankment (if necessary based on actual ground layout and building elevation)
a.4 Soil slope protection (as necessary)
a.4 Structural and Civil Works
a.4.1 Column footing & Wall Footing
a.4.2. Column
a.4.3. Tie beams
a.4.4. Slab beam
a.4.5. Lintel beam (on windows and doors)
a.4.6. Suspended slab, roofdeck
a.4.7. Ramp with rails
a.4.8. Interior and exterior walls
a.4.9 Cement plastering
a.4.10. Drainage structure
a.4.11. Protection of existing structures, utility systems during construction
a.4.12. Construction of covered sidewalk
a.4.13. Construction of Septic tank
a.4.14. Stair and railings
a.4.15. Construction of 8 cu.capacity cistern tank for watersupply of the building
a.5 Complete Architectural Works
a.5.1 Architectural metal works
a.5.2 Wall, ceiling, floor, counter finishes and accessories
a.5.3. Finishes for wall, ceiling, wall, counter finishes and accessories
a.5.4 Doors and windows and fenestration
a.5.5. Painting Works
a.5.6. Special features and furnishings
a.5.6.1 Nurse Station counter (2nd floor) with cabinets within the station area
a.5.6.2 Room signages and Building signage
a.5.6.3 Cabinet/Open shelves on Central Sterile Supply Storage (ground floor)
a.5.6.4 Dispensing counter on Releasing and Receiving area (ground floor)
a.6 Complete Sanitary/Plumbing Works
a.6.1. Fixtures, fittings and accessories
a.6.2. Sewerline and Vent system
a.6.3. Wastewater line and Vent system
a.6.4. Cold Waterline system
a.6.5. Storm Drainage system
a.7 Complete Electrical and Communications Works
a.7.1. Power system including fixtures, fittings, devices, wires and cables
a.7.2. Lighting system including fixtures, fittings, devices, wires and cables
a.7.3. Auxiliary system
a.7.3.1 Communications system including telephone system and provision for internet connections
a.7.3.2 Fire Alarm System
a.7.4. Panel board and Circuit breakers
a.7.5 Main Electrical wires to be tapped to electrical main feeder which should be provided by the hospital
a.7.6 Lightning Protection System
a.7.7 Smoke detectors
a.7.8 Security cameras on second floor
a.7.9 Emergency Alarm Button (should be installed within the Nurse Station of the Psychiatric Ward which will prompt the Security personnel for needed emergency assistance ).
a.8 Mechanical Works
a.8.1. Sprinkler system with firehose cabinet equipped with firehose, nozzle, axed and fire extinguisher.
a.8.2. Aircondition unit on Doctor's Quarter (2nd floor), CSSR (ground floor), Staff Lounge (ground floor)
a.8.3. Exhaust ventilation on toilets without windows
STRUCTURAL DESIGN AND ANALYSIS SPECIFICATIONS AND PARAMETERS
(PSYCHIATRIC WARD/ CSSR BUILDING)
I. Codes and Standards
The Civil/Structural Design shall be in accordance with the following Codes and Standards
a: Codes
1. National Structural Code of the Philippines (NSCP) 2010
2. National Building Code of the Philippines and its revised IRR
3. Accessibility Law
4. Local Codes and Ordinances
a: Standards
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. DPWH Blue Book
4. American Concrete Institute (ACI)
5. American Society for Testing Materials (ASTM)
6. American Welding Society (AWS)
7. Implementing Guidelines issued by the DOH
II. Design Criteria shall be submitted first to the Procuring Entity for concurrence of the following minimum design requirements:
A. Design Loads (Dead Load, Live Load, Wind Load, Seismic Load and Analysis Procedure, Load Combinations)
B.Materials (Concrete, Reinforcing Steel Bars, Structural Steels)
C. Foundation (Allowable Foundation Pressure)
D. Design References
III. Minimum Design Input File in Structural Software and Required Reports
A. JOB INFORMATION
B. JOINT COORDINATES
C. MATERIAL DEFINITION/SPECIFICATION
D. MEMBER PROPERTY
E. SUPPORT DEFINITION
F. LOAD DEFINTION (Seismic/Dead/Live/Wind/Load Combinations)
G. ANALYSIS PROCEDURE
H. ANALYSIS RESULT
I. LOAD LIST
J. SUPPORT REACTION LIST
K. DESIGN RESULTS (FOOTING/ COLUMN/ BEAM)
L. LOAD DIAGRAMS
M. STRUCTURAL PLANS
IV. Buildings
1. The hospital buildings should be designed using seismic importance factor required for immediate occupancy category based in the latest NSCP Requirements. In the design, the Designer shall ensure that the facilities can withstand moderate seismic activity of at least 8.0 Magnitude. Seismic gaps between buildings (old and new) should be properly observed.
2. The building should be designed also using wind importance factor of 1.15 (especially for design of trusses/roofing system) and can withstand wind speed of three hundred (300) kilometers per hour. Concrete gutters and parapet walls should be provided as additional protection to the roofing system during strong typhoons.
3. The structural designer should verify with Philippine Volcanology and Seismology (PHIVOLCS) the distance of the proposed hospital to nearest active fault lines and with the DENR for geo-hazard mapping.
V. Details - the following shall be provided: (Ensure resilience of roofing system to a strong wind velocity of 300km/hr.)
1. Connection details of beams and columns following the requirements of NSCP on confined areas.
2. Splicing details of reinforcing bars on columns and beams and the required bar cut-off points.
VI. Summary of Materials
1. Concrete shall be Portland cement and conforming to ASTM Specification C150, Type I to Type II
2. Coarse Aggregates shall consist of washed gravel, crushed stone or rock or a combination thereof conforming to ASTM C33
3. Concrete Hollow Blocks shall be a standard product of recognized manufacturer conforming to PNS 16 with at least 350psi strength.
4. Structural steel shall conform with ASTM A36/A6M
VII. Drawing Requirements: See attached checklist
---End of Scheme-”
SUBJECT : ARCHITECTURAL DESIGN PARAMETERS
(PSYCHIATRIC WARD/ CSSR BUILDING)
I. Codes and Standards
The Architectural Works shall be in accordance with the following Laws, Codes, Standards and implementing guidelines issued by the DOH
-c Laws and Codes:
1. National Building Code of the Philippines and its Latest and Amended IRR
2. RA 9266 or Architecture Law and its Latest and Amended IRR
3. RA 4226 or Hospital Licensing Act and its Latest and Amended IRR
4. BP 344 or Accessibility Law and its Latest and Amended IRR
5. AO 35, s. 1994 or AO Pertaining to the Control of Radiation Hazards
6. RA 9514 Fire Code of the Philippines
7. Existing Local Codes and Ordinances.
8. And other Laws that applies to the projects
-c Standards:
1. Bureau of Product Standards (BPS)
2. Underwriters Laboratory (UL)
3. DOH Technical Guidelines for Hospital & Health Facilities Planning and Design
4. Implementing Guidelines issued by the DOH
II. General Drawing Guidelines
1. General
-c All drawings shall be computer-drafted. Drawings shall be submitted both in printed and electronic copies.
-c Keep the same orientation for all plans. The north orientation shall be indicated in all architectural floor plans. The orientation of the architectural plans shall be consistent with all the engineering plans.
-c Existing buildings and new works shall be clearly indicated and labeled in the site plans.
-c Detailed plans shall have a scale not smaller than 1: 50 meters.
-c Spot detailed plans, elevations, and sections shall have a scale not smaller than 1: 10 meters.
-c Avoid notes such as -˜see architectural detail- or -˜see structural-. Always refer with a callout to the specific detail drawing and sheet number.
2. Site Plans
-c The site plans shall have a scale not smaller than 1 : 400 meters.
3. Floor Plans
-c All plans shall be 1: 100 meters. The same scale shall be used for the rest of the architectural, structural, sanitary, plumbing, electrical and mechanical plans, except for each trade-s site plan, detailed plans and spot details.
-c Elevation callouts shall be indicated on the floor plans and shall be consistent with the elevation drawing.
-c Section line callouts on the floor plans shall be consistent with the section drawing.
-c Floor plans shall be indicated with boxed room callout numbers, including the callout for floor finishes and wall finishes.
-c Floor elevations shall be indicated in the floor plans. This shall be in reference to the natural grade line or the established finished floor lines of the adjoining existing buildings.
-c The location of mechanical equipment, e.g. air conditioning shall be indicated in the floor plans. This shall be consistent with the mechanical and electrical plans.
-c Door callouts shall be circles with the proper numbering, e.g. D-01.
-c Window callouts shall be hexagons with the proper numbering, e.g. W-01.
4. Elevations and Sections
-c Finish floor lines and top of truss lines shall be consistent in all the elevations, sections and structural plans and details.
5. Reflected Ceiling Plans
-c Reflected ceiling plans shall be indicated with boxed room callout numbers, including the callout for ceiling finishes and lighting fixtures.
-c Ceiling height relative and in reference to the finish floor line shall be indicated in the reflected ceiling plans in each room with boxed dimensions. This is to ensure that the ceiling heights of all rooms are established whether or not reflected in the sections.
-c The description and location of the fixtures, e.g. lighting, smoke detectors, aircondition vents, exhaust fans, in the reflected ceiling plans shall be consistent with the electrical and mechanical plans.
6. Roof Plans
-c Location of all downspouts shall be indicated in the roof plans.
7. Doors and Windows
-c Door and window schedules shall indicate the type of door or window, the number of sets, the location/s of the door or window, the materials and accessories included and other special specifications, e.g. color or finish.
8. Details
-c Provide a minimum of one (1) bay section of a scale not smaller than 1 : 50 meters for each major building preferably cut along the area with special construction design.
-c Provide spot detail plans, elevations and sections of a scale not smaller than 1:10 meters for special designs with aesthetic treatment and ornamentation.
-c Provide detail plans of a scale not smaller than 1 : 50 for all areas needing tile pattern, e.g. lobby, corridor, entrance walk, showing the position and pattern of tiles.
-c Centerline location of plumbing fixtures shall be indicated in detail plans with lines of reference and its corresponding dimensions. This is to indicate the exact locations of the plumbing/sanitary roughing-ins.
III. Building Architectural Works
1. Floor Plans
-c The structural, sanitary, plumbing, electrical and mechanical designs are required to refer to the architectural plans and specifications in case of discrepancies. If an engineering design will have any possible conflict or interference on the architectural design, the latter may be adjusted provided that the aesthetic value will not be compromised.
-c The architectural and engineering plans shall be consistent all throughout in terms of dimensions and locations of columns, beams, walls, roof line, conduits, ducts, pipes, and fixtures, among others. Column and beam grid lines shall also be consistent in all the architectural and engineering plans.
-c Verify and coordinate floor plans with the mechanical, electrical and sanitary design with regard to the requirements for mechanical rooms, AHU rooms, electrical rooms, pipe chase, and other engineering requirements.
-c Public toilets shall have provisions and fixtures for persons with disability as required by BP 344. If enough space allows, toilets specially made and designated for persons with disability is preferable.
2. Walls
-c Exterior walls shall be 200mm. thick, while interior walls shall be 150mm. thick. This is indicative of the finished wall thickness including the plastering and tile works.
-c Layout and work on wall and floor tiles must be aligned, plumb, level, and square.
-c All edges, corners and intersections of toilet tiles, including the top-most tile not reaching the ceiling shall be provided with polyvinyl chloride tile trims.
-c The design and size of wall tiles on toilets shall be approved by the procuring entity before installation.
3. Floors
-c If floor tiles in two adjacent rooms with different material, color or design meet at the door opening, the cut shall be located middle of the door thickness when in a closed position. Provide details in the floor pattern design.
-c Floors at the openings of toilets for persons with disability shall be sloping. Indicate in the plans and sections.
-c The floor tiles on rooms and hallways shall be 600mm x 600mm glazed granite tiles.
-c Layout and work on wall and floor tiles must be aligned, plumb, level, and square.
-c All edges, corners and intersections of toilet tiles, shall be provided with polyvinyl chloride tile trims.
-c Tile color and design shall be approved first before installation.
4. Ceiling Works
The following rooms shall have a minimum ceiling height:
-c Ceiling height for areas with special aesthetic treatment, e.g. lobby, major conference room, auditorium, executive office, shall be proportional to the area or room or as required by the designer. However, this shall not be lower than 3000mm. Provide details.
-c If acoustic boards on aluminum T-runners would be used for the ceiling, layout should be on center and avoiding cut pieces. If the remaining perimeter of the ceiling is less than 600mm. wide, it shall be designed complimentary with fiber cement boards on light gauge metal furrings. Likewise with acoustic boards in big areas, e.g. offices, and wards, shall be designed in a way to break the redundancy. Provide details.
-c Soffit of exterior beams and slabs shall have drip mole to prevent damage due to water sipping into the eaves or ceiling. Section details shall be required to show the drip mould.
-c Provide manholes for maintenance work, where applicable.
5. Doors and Windows
-c Doors, windows, locksets, hardware and all accessories shall be of type appropriate to the location where it is applied and shall be of premium grade and quality performance.
-c Patient rooms shall be steeldoors (grille type ).
-c Doors on ground floor shall be flush doors on laminated sheet finish (High pressure laminates) except for toilet doors and glass doors.
-c Use swing type glass doors on aluminum frame on double leaf doors on the ground floor.
-c All door hardware and accessories shall be heavy duty type.
-c Toilets and other wet areas shall be flush doors in waterproofed and automotive finish. Use of PVC doors shall be prohibited.
-c All exterior windows on the second floor (Psychiatric Ward) shall use solid polycarbonate sheets or acrylic sheets. Use of glass is prohibited for patient's safety.
-c Windows inside the Patient's room shall be "grille type" high windows.
-c Windows on second floor should be high windows except on Nurse station, Staff lounge and Doctor's quarter. Windows on ground floor shall be 0.90m from FFL.
-c Windows on second floor shall be fitted with insect screen including windows on toilets.
-c Bulk Supply Storage room shall have ventilation and shall be designed as high windows
-c Fire escape doors, should be provided with panic hardware and door closers, and shall conform with the requirements of the Fire Code of the Philippines.
-c Aluminum frames for glass doors and windows except on wooden/flush doors and steel doors.
-c Door finish and color shall be approved first before application.
-c Window sills shall be slightly sloped outwards to prevent damage to windows and paint due to water seepage. Section details shall be required to show this slope.
-c All doors of a high-occupancy room shall swing outwards and as required by the Fire Code of the Philippines.
-c All doors and windows shall have reinforced concrete lintel beams. Provide details
6. Stairs, Ramps and Corridors
-c Ramps for persons with disability shall have a slope not higher than 1: 12. Handrails and clearances shall conform with the requirements of BP 344.
-c Regular stairs shall have risers at 150mm. hi

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