UPOU

UPOU INTL CONVENTION CENTER AT LOS BAOS LAGUNA GENERAL REQUIREMENTS 01000 Explanation to the Specification doc 08/01/14 Page 0100- 1 of 2

SECTION 00650SPECIFICATIONS

SECTION 0100EXPLANATION TO THE SPECIFICATION1.0 INTRODUCTION

The Drawings and Specification are complementary to each other. Drawings are graphic means of showing work to be done. They are particularly suited to showing where materials are located. Thus, drawings exist essentially to show dimension, location and placement. Not all works, however can be expressed in drawings. Generalized works are usually statement form and hence, the contractor is required to read the specifications carefully.

Specifications, on the other hand are used to describe the materials, construction techniques, samples, shop drawings, guarantees, and other contract requirements. Together, the drawings and the specifications are used to inform the contractor. In cases where the specified brand carries with it the manufacturers specifications, the manufacturers specifications shall hold precedence over these specifications.

The specifications are of the abbreviated type and include incomplete sentences. The selection of the sentence depends on the underlying principles of specifications.

A. That the Technical Specifications are only one of the contract Documents.B. That the contract is between the Owner and the General Contractor and C. That the General Contractor is the only party responsible for the completing the work in accordance with the Contract Documents.

Therefore:A. Only the General Contractor is referred to in the Specification so as not to violate the intent of the contract and so as not to undermine the proper chain of command.B. Ant reference to Specialty Trade Contractors in the technical Specifications is made only in so far as selection of Specialty Trade Contractors are selected and assigned to the General Contractor, the General Contractor, assumes all the responsibilities for the execution of the whole project in accordance with the Contract Documents. Therefore, in the contract between the Owner and the General Contractor, the Specialty Trade Contractor is not referred to. In all contract documents, the word Contractor means General Contractor.C. The brand names specified are intended to assure the level of quality needed for the project. This does not mean that however that the brands that are specified are exclusive. The Contractor shall prove by laboratory tests and certificates that substitute materials are of the equivalent quality and the Contractor shall secure the Architects approval prior to use of such substitutes.D. The omission of the phrase The Contractor shall is intentional because the Specifications is directed to the Contractor. Omitted words or phrases shall be supplied by interference in the same manner as they are when a note occurs on the drawings.E. Where as shown, as indicated, as detailed or words of similar import are used, it shall be understood that reference to the drawings accompanying the Specifications is made unless otherwise stated.

F. Where as directed, as required, as permitted, as authorized, as approved, accepted or words of similar import to used, it shall be understood that the direction, requirements, permission, authorization, approval or acceptance of the Architect is intended unless otherwise stated. G. As used herein, provided shall be understood to mean provided complete in place, that is, furnished and installed.H. Most sentences are in the imperative mood. This style is especially suited for instructions covering installation of products and equipment.

Example:Spread planting soil mixture to depth required to meet thickness, grades, elevations shown Reuse surface soil stockpiled on siteMaintain ground cover by wateringThe verb is the first word of the sentence clearly defining the action to be performed. This style is readily understandable and concise.

2.0 CLARIFICATIONS

All reference to any particular brand, material, equipment, or systems in the specifications, drawings, and bid documents is indicated of the type and quality of what is required. However, any equal material or equipment or system can be used if approved by the University.

END OF SECTION 01000

SECTION 0110SUMMARY OF WORK

1.0 GENERAL

1.01 DESCRIPTION OF THE PRODUCT Furnish all materials, equipment, plant tools and other facilities and perform labor to complete all works in the design and construction of the UNIVERSITY OF THE PHILIPPINES OPEN UNIVERSITY INTERNATIONAL CONVENTION CENTER, in accordance with the plans, specifications, the Philippine Bidding Documents, the Terms of Reference and other related contract documents.

1.02 PERMITS, LICENSES AND TAXESA. Secure and pay all permits fees, licenses, taxes, etc. Necessary for the execution of the general construction works.B. Prepare a monthly progress report which include, among others. An overall progress chart and progress value of construction work.

1.03 TEMPORARY FACILTIESA. Construct temporary facilities like field office, bodega, housing, toilet facilities for workers.See Sections 01300 and 01400 for details. B. Secure all existing equipments, materials and facilities which eventually be re-used.C. Take all necessary measures to protect all existing facilities, site development and equipment from damage, loss and dirt.1.04 DEMOBILIZATION AND CLEANINGA. Demobilize, dismantle and remove all temporary facilities, including all workmens houses, construction equipment, tools, personnel and debris out of the project site and/or University premises.B. Clean building and site; spic and span, ready for use.1.05 ENVIRONMENTAL CORPORATE RESPONSIBILITY (ECR)A. Donate and plant native trees (1.2M to 1.5M in height) at the start of construction, in places designated by the University, at the rate of one tree per 100 square meters of building area (excluding parking area). Use a variety of native tree species as specified by the University.B. Maintain tree saplings by watering and ring weeding during the construction period.C. Dead saplings within the construction period must be replaced with same species and height at least 30 days before the turn-over.

2.0 SITEWORKSection 02100Site Preparation 02160Excavation Support Systems 02200Earthwork02280Termite Proofing 02500Roads and Parking02515Unit Pavers02520Concrete Curbs, Gutters, and Paved Walks02700Site Drainage02900Lanscaping3.0 CONCRETESection 03100Concrete Formwork03200Concrete Reinforcement 03300Cast-in-Place Concrete 03400Architectural Pre-Cast Concrete

4.0 MASONRYSection 04100Mortar 04200Unit Masonry04100Exterior Stone Cladding

5.0 METALSSection 05100Structural Steel05200Miscellaneous Metals

6.0 WOODS AND PLASTICSSection 06100Rough Carpentry06200Finish Carpentry06250Wood Panelling + Veneers06430Wood Stairs

7.0 THERMAL AND MOISTURE PROTECTIONSection 07100Waterproofing and Damp proofing 07210Building and Roofing Insulation 07400Sheet Metal Roofing07610Roofing System 07810Plastic Unit Skylight 07880Sprayed-on Fireproofing 07900Joint Sealants 8.0 DOORS AND WINDOWSSection 08100Metal Doors and Windows 08200Wood and PVC Doors08330Overhead Coiling Doors 08450All Glass Entrances08460Automatic Sliding Doors08520Aluminum Windows 08700Finish Hardware08800Glazing

9.0 FINISHESSection 09200Plaster and Gypsum Board 09200Tile09600Flooring09710Acoustic Wall Panels09900Painting

10.0 SPECIALTIES Section 10100Visual Display Boards 10200Interior Specialties10400Identifying Devices 10800Toilet Accessories

11.0 EQUIPMENTSection 11130Audio Visual Equipment 11210Pumping Equipment

12.0 SPECIAL CONSTRUCTIONSection 13600Solar and Wind Energy Equipment

13.0 CONVEYING SYSTEMSSection 14210Escalators

14.0 MECAHNICALSection 15325Fire Suppression and Fire Sprinkler System 15400Plumbing Systems15450Plumbing Fixtures15500Air-Conditioning and Ventilation Systems

15.0 ELECTRICALSection 16100Basic Electrical Material and Methods16410Electrical Service System16420Electrical Distribution System16721Fire Alarm System

END OF SECTION 01010

SECTION 01020SUMMARY OF MATERIALS AND FINISHES

1.0 GENERAL REQUIREMENTS

1.01 RELATED SECTIONSAll applicable provisions of the different divisions of the Specifications for each work trade shall apply for all items cited in this Summary.

1.02 INFERRED ITEMS AND WORK Materials and workmanship deemed necessary to complete the works but NOT specifically mentioned in the Specifications, Working Drawings, or in the other Contract Documents, shall be supplied and installed by the Contractor without extra cost to the Owner. Such material shall be of the highest quality available, and installed or applied in a workmanlike manner at prescribed or appropriate locations.

1.03 SPECIFICSMaterials specifically mentioned in this Summary shall be installed following efficient and sound engineering and construction practice, and especially as per manufacturers application for installation specifications which shall govern all works alluded to in these Specifications.1.04 ON-SITE ITEMS Materials and finishes for on-site improvements and facilities as listed below are part of the scope of work and shall be supplied and installed by the Contractor without extra cost to the Owner.A. Installation of engineered and drainage fills for building and landscaped areas where specified .B. Construction of:1. Concrete driveways, walks, ramps, steps, posts, and miscellaneous slabs;2. Concrete splash slabs, steel or hard plastic gratings;3. Below grade utility structures such as septic vaults, cisterns, handholes, manholes, open drains, yard basins and trenches;4. Above-grade utility structures such as electrical poles, concrete pedestals and the like,

C. Exterior utility lines, raceway system, fixtures, breakers, switches, buzzers, controls including fittings and accessories as required by the specialty trades under plumbing, electrical and communication works.

D. Pumps, tanks and other necessary equipment and facilities.

1.05 OFF-SITE ITEMSOff-site improvements shall generally be under the responsibility of the Owner and not included in the Contract, with the exception of the following which shall be part of the Contractors Work.

A. Concreting of entry slabs. This work shall neatly make connections to the existing roads or curbs, if any, and shall incorporate necessary utility ways under such as required. Access road drainage system and other existing utility lines must be kept in working condition.B. Installation of concrete drainage pipes to neatly receive connections from the storm drainage system of the site to access road and/or to existing drainage system.C. Permanent connections to the local utility lines for electrical, water, drainage, sewer and telephone lines including equipment, facilities, materials, fees, and/or work which utility companies or authorities may require of the applicant Owner, such as electrical transformers, electric poles, service laterals and drops, etc. by their respective Specialty Contractors.

1.06 OWNER SUPLIED ITEMS Owner supplied finishing accessories, furnishings and fixtures such as wall clocks, picture frames, movable furniture etc., shall be installed by the Contractor at no cost to the Owner.

2.0 SITEWORK

2.01 02160: EXCAVATION SUPPORT SYSTEM A. SHORING AND BRACING SYSTEMSTypes of shoring and bracing systems include, but are not limited to the following:1. Steel H-section (soldier) piles2. Timber lagging 3. Steel sheet piles

2.02 02200: EARTHWORKA. FILL MATERIALS1. General fill for the structures and under spread footings, pavers or concrete slabs on grade shall conform to the general requirement for soil materials above and shall be classified as GW, GM, GP, SW, SM by the ASTM 2487 and conform to the following:a) Liquid Limit- shall not exceed 25% when tested in accordance with the ASTM 423.b) Plasticity Index- shall not exceed 12% when tested in accordance with the ASTM 424.c) Under buildings, no more than 25% by weight shall be finer than No. 200 sieve when tested in accordance with ASTM D 1140.2. Granular Fill shall conform to the general requirements for soil material above and shall be clean, crushed stone or gravel conforming to ASTM C 33, size 67 and with a sand equivalent of not less than 50% when tested in accordance with ASTM D 2419.3. Backfill material behind the walls shall consists of free-draining granular fills, sized in particular to provide a filter media around subsoil drainage system.4. Drainage fill: Fill material shall be clean, well graded, free draining sand conforming to ASTM C 33 for Fine Aggregate.5. Borrow: if additional material is required for fill in excess of that obtained by excavation at the site, obtain same from sources accepted to the Owners Engineer. All arrangement for obtaining borrow off-site shall be the responsibility of the Contractor and all cost thereof shall be bome by the Contractor. Acceptable borrow will consist of suitable material for fills herein before specified. Representative of each type of borrow materials considered suitable shall be delivered in the Testing Laboratory and tested prior to placement. Any borrow material not meeting the standard herein specified, or considered unsuitable by the Owners Engineer will be rejected at the site.

6. RIPRAP: Rock Boulders, natural, hard rock, high density, from 400 mm to 800 mm in diameter.

7. BATTERBOARDS: Second class, pest free lumber assembled and rendered secure for proper delineation of building lines and grades.

2.03 02282: TERMITE PROOFING Product and application by Owner-accredited termite and pest control contractor.A. TERMITE PROOFING: Use Hometrek TC Termicide Concentrate or approved equal. Dilution rating: 1 liter Homtrek TC Termicide Concentrate or approved equal to 50 liters water. There shall be no disturbance of treated soil between application of poison and pouring concrete.

2.04 02500: ROADS AND PARKING A. REINFORCED CONCRETE ROAD: conforming to ASTM D6433 11.

2.05 02515: UNIT PAVERS A. CONCRETE PAVERS: Rectangular paving unit, conforming to ASTM C 936, made from normal-weight aggregates. Submit sample for approval by the University.B. NATURAL STONE PAVERS 19mm thickness, conforming to ASTM C615; color and sizes as indicated. Submit sample for approval by the University C. GRADED AGGREGATE SETTING BED: See section 02200 Earthworks.D. CONCRETE SETTING BED: See section 03300 Cast-in-place Concrete.E. PRECAST CONCRETE EDGE RESTRAINTS: Precast concrete curbing, made from normal-weight aggregate, in shapes and sizes indicated.F. CORK JOINT FILLER: Preformed strips complying with ASTM D 1752, Type II.

2.06 02520: CONCRETE CURBS, GUTTER AND PAVED WALKSA. CEMENT: shall be as per ASTM Standard Specification for Portland Cement (ASTM C-150: latest revision) for Type 1 Portland Cement.B. CONCRETE AGGREGATES1. Aggregates shall be well-graded, clean, hard particles or gravel or crushed rock conforming to the STANDARD SPECIFICATION FOR CONCRETE AGGREGATES (ASTM Designation C-33: latest revision).2. SAND: shall be coarse sand free from injurious materials such as shells earth or organic materials. Sand from salt water is not allowed.3. WATER: shall be clean and free from injurious amounts of oils, acids, alkali, organic materials or other deleterious substances.4. FORMS: shall be either of wood or steel.5. CONTROLLED STRENGTH OF CONCRETE: Concrete shall develop a minimum of 28 day cylinder strength of 21 MPa (3,000PSI)

2.07 02700: SITE DRAINAGEA. DRAINAGE PIPE: as manufactured by Hydro-Pipes (Philippines) Inc., or approved equal.1. Palin concrete drain pipes and fittings: 250 mm (10) and below in diameter: T & G conforming to ASTM C-14-59.2. Reinforced concrete pipes fittings: 300 mm (12) and bigger. Centrifugally cast or vibrated T & G conforming to ASTM C-76-59 T.B. JOINING MATERIAL: One part cement to two parts sand.C. BUILDING STORM DRAIN CONNECTION TO MAIN: Concrete wye branch and clean out, T & G or use junction boxes.D. AREA DRAIN CATCH BASIN: Load bearing 4.8 MPa (700 PSI) concrete hollow blocks (CHB) or reinforced concrete as indicated in the drawings, with solid reinforced concrete cover.

2.08 02900: LANDSCAPINGA. TREE AND SHRUB MATERIALS 1. General: Furnish nursery-grown trees and shrubs conforming to ANSI Z60.1, with healthy root system developed by transplanting or root pruning. Provide well-shaped, fully-branched, healthy, vigorous, stock free of disease, insects, eggs, larvae, and defects such as knots, sum scald, injuries, abrasions and disfigurement.2. Grade: Provide trees and shrubs of sizes and grades conforming to the ANSI Z60.1, for types of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to the Landscape Architect, with a proportionate increase in size or roots or balls.3. Shade Trees: Single-stern trees with straight trunk, well- balanced crown, and intact leader, of height and caliper indicated, conforming to the ANSI Z60.1, for types of trees required. Branching height shall still be 1/3 to of tree height.4. Small trees: Small upright or spreading type, branched or pruned naturally according to species and type, and with relationship of caliper, height and branching recommended by ANSI Z60.1, and multi-stem form of clump, with 2 or more main stems.

B. GROUND COVER MATERIALS: Provide ground covers established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1, for the pot size indicated.

C. GRASS MATERIALS: Sod Sprigs: Healthy living stems, rhizomes or stolons with a minimum of 2 nodes and any attached roots free of soil.

D. TOPSOIL: ASTM D 5258. pH range of 5.5 to 7, 4 percent organic material minimum, free of stones 1 inch (25 mm) or larger in any dimension, and other extraneous materials harmful to plant growth. Strip from well-drained borrow area the top 10cm surface layer of fertile, friable, natural surface soil.E. SOIL AMENDMENTS: Manure: Well-rotted, uncleansed animal manure, not less than 8 months and not more than 2 years old, free of materials not acceptable for landscape us, and not more than 25 percent by volume of straw , sawdust or their organic litter material; free of toxic substances, stones, sticks, soil, weed seed, and material harmful to plant growth. Mix with approved soil on the site at the rate of 1 part manure per 1 part soil.

F. FERTILIZER: Commercial Fertilizer. Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic source of urea-form, phosphorus, and potassium in the following composition: 0.5 kg per 100 sqm (1 lb per 100sq.ft) lawn area of actual nitrogen, 4 percent phosphorus, and 2 percent potassium, by weight.

G. MULCHES

1. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of wood and bark chips.2. Peat Mulch: Provide peat moss in natural, shredded or granulated form of the texture, with a pH range of 4 to 6 and water-absorbing capacity of 1100 to 2000 percent.

H. BURLAPS: Shall be made of jute and shall weigh not less than 0.2226 kilogram per square meter. Substitute cloth materials shall possess an equal strength and resistance to tearing.I. STAKES AND GUYS1. Upright and Guy Stakes: Solid bamboo poles, sound, pressure-preservative-treated free of holes and other defects. 3 pieces per tree as shown in Plans, 32 mm to 50 mm dia. by the length indicated, pointed at one end.2. Guy and Tie Wire: ASTM A 641 (ASTM A 641M), Class 1, galvanized-iron wire, 2-strand, twisted 2.7 mm (0.106 inch) in diameter. Turnbuckles shall be galvanized iron.3. Deadmen for anchoring guy wire at ground: Shall not be less than 50 mm x 100 mm Stock; 1000 mm in length 4. Rope: Abaca rope tied loosely to horizontal bars.

J. CONSOLIDATED PLANT LIST: Refer to Schematic Plans1. Plants Required: The species (scientific and common name), size, manner in which to be furnished, and in indication of the approximate number to complete the planting plan are given on the consolidated plant list. Plant quantities in the list are indicated only for the convenience of the contractor. (The Contractor shall furnish and plant all plant materials required by the plans. Surpluses or shortages on the plant list shall not be used for claims for additional compensations.)2. Substitutions:a) Plants of kinds other than those named in the list will not be acceptable unless specifically approved in writing by the University. Proposed substitute in each case must possess the same essential characteristics as the type of plant actually specified in regards to appearance, ultimate height, shape habit of growth and other requirements. Where the substitution is approved by the Contractors convenience, plants of greater value may be accepted without additional cost to the University.b) The Contractor or his authorized representative shall be present during inspection.3. Special Guarantee:All materials furnished under this section shall be guaranteed as to the species, hybrid, flower color, and/or variety proposed herein or on the drawings. If, after acceptance of the project by the University or it representative, any guaranteed plant materials proves to be of a different species, hybrid, flower color, and/or variety not initially determinable, the Contractor shall replace the plant with a new plant of the originally specified species, hybrid, flower color, and/or variety.4. Minor MaterialsAccessories or other materials not described but required for completed work shall conform to commonly accepted industry standards and shall be of types and sizes best suited for the intended purpose and related conditions.

K. EXISTING TREES: Contractor shall secure the necessary environmental permits required ball-out, or cut down affected trees on-site. Cut down trees shall be of the property of the University. Healthy trees with Diameter at Breast Height (DBH) measuring 150 mm or less shall be transplanted through earth-balling to a new location, with the site if possible, to be identified by the University. All costs and logistics of the transportation and transfer of balled-out trees to the new site shall the responsibility of the Contractor.L. ENVIRONMENTAL CORPORATE RESPONSIBILITY (ECR)1. Donate and plant native trees (1.2M TO 1.5M in height) at the start of construction, in places designated in the University, at the rate of one tree per 100 square meters of building area (excluding parking area). Use a variety of native tree species as specified by the University.2. Maintain tree saplings by watering and ring weeding during the construction period.3. Dead saplings within the construction period must be replaced with same species and height at least 30 days before project turn-over.

3.0 CONCRETE

3.01 03100: CONCRETE FORM WORKSA. FORMS:1. TYPES OF FORMS: Use phenolic boards for exposed and unexposed concrete works, use Armourply brand by The Big River Group or approved equal, for all cast in place and precast works. 2. SCAFFOLDS: Use metal scaffolding whenever necessary. Wood nor coco lumber are not allowed. Form work, shoring, temporary bracing, staging, construction of temporary facilities and any other measures needed to support the structural elements or provide shelter from debris during construction shall be the responsibility of the builder.

3.02 03200: CONCRETE STEEL REINFORCEMENT

A. STEEL BARS: Use locally manufactured deformed billet-steel bars conforming to Philippine standard, Intermediate Grade of 275.8 MPa (Fy = 40,000 psi) for bars 10 mm diameter or smaller, and High Strength Grade of 415 MPa (Fy = 60,000 psi) for bars 12mm diameter and larger. Use standard-sized deformed steel conforming to ASTM A615 / PNS 49 standards specified standard sizes are unavailable.

B. TIE WIRES: Use Ga. 16 Galvanized Iron (G.I) tie wires at joints or laps of placed reinforcements.

3.03 03300: CAST IN PLACE CONCRETE

A. GENERAL:Concrete shall be composed of Portland Cement, fine and coarse aggregates, water and admixture as specified, all thoroughly mixed and brought to the proper consistency, uniformly and temperature for final placement. Strength requirement shall be:1) 28 MPa (4000 psi) for footings, retaining walls, footing tie beams, cistern and suspended slabs; or as required by the Engineer.2) 28 MPa (4000 psi) for columns, girders, beams, concrete roof gutter; or as required by the Engineer.3) 17.2 MPa (2500 psi) for slabs-on-grade, partitions, walks & other non-structural members; or as required by the Engineer.4) 10.5 MPa (1500 psi) for lean concrete, or as required by the Engineer.

B. CEMENT:Cement shall be Portland cement, conforming to the standard specification of Portland cement (ASTM Designation C-150 latest revision) for type 1 Portland cement. Use only on brand of cement throughout.

C. FINE AGGREGATES:Fine aggregates shall consist of natural sand, manufactured sand, or a combination thereof. If the fine aggregate shall be a combination of separately processed sizes, or if hatching shall result in a combination of natural and manufactured sand, the components shall be batched separately.Fine aggregates shall consist of hard, tough, durable, uncoated particles. The specified percentages of fines in the sand may be obtained either by the process of natural sand or by the production of a suitably graded manufactured sand. The shape of the particles shall be generally rounded or cubical and reasonably free from flat or elongated pieces. The use of beach sand shall be prohibited. The fine aggregate shall conform to the following specific requirements:

Sieve Designation

Standard (MM) U.S Standard,Cumulated Percentage by Square Mesh Weight Passing 9.53/8100 4.75No. 495-100 2.36 No. 8 - 1.18No. 1645-80 0.60No. 30- 0.30No. 5010-30 -No. 1002-10

In addition to the grading limits shown above, the fine aggregates, as delivered to the mixer shall have a fineness modulus of not less than 2.3 nor more than 3.0 and during normal operations, the grading of the fine aggregate shall be controlled so that the fineness modulus of at least nine (9) of ten (10) test samples of the fine aggregate as delivered to the mixer shall not vary more than 0.20 from the fineness modulus of all samples tested during the preceding 30-day period. The fineness modulus can be determined by dividing by 100 the sum of the cumulated percentages retained on U.S Standard Sieve Nos. 4, 8,16,30,50 and 100. At the option of the Contractor, fine aggregates may be separated into two or more sizes or classification, but the resulting combined sand shall be of uniformed grading within the limits specified above. It can be generally assumed that fine blending sand maybe required to meet the above grading.

D. COARSE AGGREGATESCoarse agreement shall consist of gravel, crushed gravel or rock, or a combination thereof. The coarse aggregate as delivered to the batching plant shall have a uniform and stable moisture content. The approval of deposits shall be not be constructed as constituting the approval of all the materials taken from the deposits and the Contractor shall be held responsible for the specified quality of all such materials used in the work. Coarse aggregates shall consists of hard, tough, durable, clean and uncoated particles. All foreign materials and dust shall be removed by adequate processing. The particles shape of one of the smallest size of crushed coarse aggregates shall be generally rounded or cubical, and the coarse aggregate shall be reasonably free from flat and elongated particles. A thin, flat and elongated particle can be defined as a particle having a maximum dimension greater than five times the minimum dimension. The coarse aggregate shall be well graded from fine to coarse. It shall be separated into sized groups. The grading of the aggregate within the separated size groups as delivered to the mixer shall be as follows:Sieve DesignationStandard (MM) U.S Standard, Percentage by Passing Individual Square Mesh Weight Sizes 1-1/2 size 50.002- 100 37.501-1/2 - 90-100 25.001 100 20-55 19.00 3/4 90-100 0-15 9.503/8 20-55 0-54.75 No. 4 0-10 -

Use 19 mm (3/4) coarse aggregate for slabs-on-grade, columns, beams, suspended slabs, tie beams. Use 38 mm (1-1/2) coarse aggregate for footings E. WATERWater shall be clean and free from injurious amounts of oils, acids, alkalis, salts and organic materials, or other substances that may be deleterious to concrete or steel.

F. ADMIXTURES: shall be subject to prior approval to the Engineer. The admixture shall be capable of maintaining essentially the same composition and performance throughout the work.1. Plasticizing admixtures shall be free from chlorides and shall conform to ASTM C494. The admixtures shall be used in concrete mixtures in accordance with manufacturers instructions.2. Use Pozzolith 300R or Daratard 17 or approved equal in the amounts as recommended by the manufacturer, with the approval of the architect.3. Air-entertaining admixtures- Darex AEA or approved equal to improve workability or durability of concrete mixes 4. Accelerators- Darex Set Accelerator or approved equal.5. Water Reducing Retarders- Daratard 17 or approved equal.6. Integral Waterproofing Compound- Sika or approved equal. For canopy slab. Use one kilo pack per forty kilo bag of Portland cement.7. Calcium Chloride is not allowed. Secure approval of the Engineer prior to using of any other additive.

G. EPOXY BONDING COMPOUND1. ASTM C881, 2 component materials suitable for use on dry or damp surfaces. Daraweld C or approved equal material type, grade and class to suit projects requirements for bonding new to old concrete, repair of cracks, bonding grout.

NOTE: PLACEMENT DRAWINGS: Shop drawings of each reinforcing steel detail and placement drawings shall be submitted for approval in accordance with the requirements of the General Conditions. Any material fabricated before final approval of the shop drawings will be done at Contractors risk, but no material shall be placed until shop drawings have final approval. Shop drawings shall be in accordance with the Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315)

3.04 03400: ARCHITECTURAL PRECAST CONCRETEA. MOLD MATERIALS: Metal, plastic or wood that is non-reactive with concrete and will produce required finish surface. B. REINFORCING MATERIALS1. Reinforcing bars: ASTM A615M, Grade 400 deformed.2. Steel-welded Wire Fabric: ASTM A 185, plain, cold drawn.

C. CONCRETE MATERIALS1. Portland cement: ASTM C 150, Type 1. Use only one brand, type, and color of cement from the same mill throughout project.2. Normal-weight Aggregates: ASTM C 33, with coarse aggregates meeting Class 5S and MNL-117 requirements.a) Face-Mix Coarse Aggregates: Selected, hard, and durable; free of materials that reacts with cement or causes staining. Uniformly graded.b) Face-Mix Fine Aggregates: Selected, natural or manufactured sand of the same material as coarse aggregate, unless otherwise accepted to the architect.3. Coloring Agent: C 979, synthetic, mineral oxide pigments or colored water-reducing admixtures, color-stable, non-fading, resistant to lime and other alkalis.4. Water: potable; free from deleterious material that may affect color stability, setting, of strength of concrete.5. Air-entraining Admixture ASTM C 260, certified by manufacture to be compatible with other required admixtures.6. Water-reducing Admixture: ASTM C 494, Type A.7. Retarding admixture: ASTM C494, Type B.

D. CONNECTION MATERIALS1. Steel Shape and Plates: ASTM A 36M2. Malleable Iron Castings: ASTM A 47M3. Carbon Steel Plates: ASTM A 283M.4. Carbon Steel Bolts and Studs: ASTM F 568, Property Class 4.6; carbon steel, hex-head bolts and studs; carbon steel nuts; and flat, unhardened steel washers. 5. Welded Headed Studs: AWS D1.1, Type B headed studs, cold-finished carbon-steel bars.6. Deformed-Steel Wire Bar Anchors: ASTM A 496.7. Welding Electrodes: Comply with AWS standards. 8. Accessories: Provide clips, hangers, plastic shims, and other accessories required to install architectural pre-cast concrete units.

E. BEARING PADS: Elastomeric pads; AASHTO M 251, plain vulcanized, 100 percent polychloroprene (neoprene) elastomer, molded to size or cut from a molded sheet, 50 to 70 shore durometer, minimum tensile strength 15.5 MPa (2250 psi) per ASTM D 412.

F. GROUT MATERIALS: Cement Grout; Portland cement, ASTM C 150, Type 1 and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration.

G. CONCRETE MIXES1. Normal-Weight Concrete Face and Back-up Mixes: Proportion mixes by either laboratory trial batch or field test data methods according to ACI 211.1, using materials to be used on the project, to provide normal weight concrete with the following properties:a) Compressive Strength (28-day); 20.7 MPa (3000 psi)b) Maximum Water Cement Ratio at Point of Placement: 0.402. Lightweight Concrete Back-up Mixes: Proportion mixes by either laboratory trial batch or field test data methods according to ACI 211.1, using materials to be used on the project, to provide lightweight concrete with the following properties:a) Compressive Strength (28-day); 34.5 MPa (5000 psi)b) Unit Weight: Calculated equilibrium unit weight of 1842 kg/cum (115lb/cu.ft), plus or minus 48kg/cum (3lb/cu.ft), according to ASTM C 567.

4.0 MASONRY

4.01 04100: MORTARA. PORTLAND CEMENT: Use only one brand of cement throughout. Portland cement shall conform to the Standard Specifications for Portland cement (ASTM Designation C-150 latest revision) for type 1 Portland cement.B. SAND: ASTM C 35-67, clean, washed river sand, strong, free from organic and other deleterious materials. Sand from salt water r lahar is not allowed.C. WATER: Fit for drinking, fre from injurious amounts of oil, acids, alkalis, organic materials and other deleterious materials.D. CONCRETE MORTAR COMPRESSIVE STRENGTH: (fc)= 13.8 MPa (2000 psi)E. ADHESIVE MORTAR: Use ABC Tile Adhesive or approved equal for laying vitrified ceramic tiles on concrete. For tile installation on existing tiles, granolithic floors, marble, plywood, gypsum and fiber cement boards and other non-concrete materials and substrates use ABC Redifix or ABC Tile Adhesive Heavy- Duty or approved equal.F. GROUT: Use ABC Tile Grout by ALLEGEMEINE-BAU-CHEMIE PHIL. INC. or approved equal pre-mixed dry wall filler for floor and wall tile joints either glazed or semi-glazed tiles. Masonry concrete compressive strength (fc) = 13.8 MPa (2000 psi). For tile works. Apply ABC Tile Grout Sealer or approved equal if necessary.G. PLASTER BOND: N&H PLASTER BOND or approved equal. Apply on wall areas prior to plastering.H. MORTAR TOPPPING & PLASTER REINFORCING FIBER. Grace MicroFiber by W.R Grace (Philippines) Inc., or approved equal. For plaster works thicker than 25 mm (1) and for mortar topping over membrane waterproofing for roof decks and balconies.

4.02 04200: UNIT MORTARA. CONCRETE HOLLOW BLOCKS (CHB): JackBilt; Rockbulit; or approved equal.1. Use 150 mm x 200mm x 400 mm (6x 8x 16) and 100 mm x 200 mm x 400 mm (4x 8x 16) Non-Load Bearing Concrete Hollow Blocks Units of standard manufacture, machine vibrated with even texture and well defined edges, steam-cured, conforming to PNS16 Type 1, Class A, with a minimum compressive strength of 2.5 MPa (350 psi) for building exterior and interior walls and septic tank, retaining walls around open court and wherever specified. Note: For interior walls, use 4 CHB form floor to bottom of slab or bottom of beam, with 10 mm dia. reinforcing bars at 600 mm O.C both ways. Anchor to floor by embedding vertical bars 75 mm deep into the floor slab. Anchor to slab or beam by providing 10 mm dia. dowels. Provide stiffener columns and beams as required in the general notes.

B. GLASS BLOCKS: 190 mm x 190 mm X 100 mm (8x 8x 4), color, and design to be approved by the University. For exterior walls of toilets.C. REINFOCING BARS: Masonry reinforcing steel yield strength (fy)= 228 MPa (33,000 psi), Grade 33 bars , conforming to ASTM Specifications A615/ PNS 49 of sizes shown in plans. Use standard sizes, upgrade to next bigger size if specified standard sizes are unavailable.

D. TIE WIRES: Gauge 16 Galvanized Iron (G.I) tie wires.

E. BRICK MASONRY UNITS: 203 mm x 102 mm x 57mm, color and design yo be apporvedby the University.

4.03 04420 EXTERIOR STONE CLADDINGA. NATURAL STONE: Araal States (Philippine Teppei Stone); size and color for approval of the University. Submit sample for approval. Fix stone to wall surface with non-rust anchors. As cladding for exterior columns and exterior walls as indicated on the schematic plans.

5.0 METALS

5.01 05100: STRUCTURAL STEEL University- approved manufacturer/subcontractor. Conform all materials and workmanship to the requirements of the American Institute of Steel Construction Specifications for Design, Fabrication and Erection of Structural Steel for Buildings as amended to date or as may be specifically modified by the drawings or by these specifications.A. PLATES, SHEETS AND CONNECTORS: Conform to ASTM Designation A36 with specified yield point at 248 MPa (36,000 psi). Form mild steel sheet or plates with standard thickness, size, shape and design as indicated in the plans. For miscellaneous stiffener, bearing anchorage and connector plates or straps. Upgrade to the next higher, bigger size and thickness if specified sizes and thickness are unavailable.

B. STANDARD SOLID SECTION: Conform to ASTM A36 with specified yield point at 248 MPa (36,000 psi) point at 248 MPa (36,000 psi). Mild sheet angles, flat bars, square bars, channels, U and other sections for structural steel trusses, purlins, building eaves framing, overhead anchorage, of roll-up doors, grillworks, miscellaneous fabricated mounting brackets straps , dowels, frames and connectors. Upgrade to the next higher, bigger size and thickness if specified sizes and thickness are unavailable.

C. HIGH STRENGTH BOLTS, NUTS AND WASHERS: Conform bolts to the Specification for High Strength Bolts ASTM A325, Type 1. See structural connection details for location or bearing-type and friction-type bolts.D. ANCHOR BOLTS : A36

E. WELDING ELECTRODES: Conform welding electrodes to AWS D1.1:2000 Structural Welding Code- Steel, E-60XX for structural welding.

F. GROUT: Conform non-shrink grout to ASTM C827. Grout shall be non-metallic. Use StoCrete NSG cementitious free flowing non shrink grout. Apply using manufacturers standards strictly.

G. STRUCTURAL STELL PRIMER PAINT: Epoxy zinc chromate primer except as otherwise recommended by the manufacturer of the coating for all structural steel surfaces.

H. FIRE COVER: Monokote MK-6 /HY spray applied cementitious fireproofing system by Grace Construction Products or approved equal. Refer to section 07251 Sprayed-On Fireproofing.

5.02 05200: MISCELLANOUS METALS A. STANDARD SOLID SECTION: Conform to ASTM 611with specified yield point of 228 MPa (33,000 psi). Mild sheet angles, flat bars, square bars, channels, U and other sections for structural steel trusses, purlins, building eaves framing, overhead anchorage, of roll-up doors, grillworks, miscellaneous fabricated mounting brackets straps , dowels, frames and connectors. Upgrade to the next higher, bigger size and thickness if specified sizes and thickness are unavailable.

B. BRACING RODS; Standard structural steel grade steel rods with turnbuckles whenever required ex. For roof framing.

C. PAINTING: Use only approved brand of epoxy zinc chromate paint and linseed oil for all architectural steel components only. For field painting, use only approved brand of enamel paint.

D. ALUMINUM COMPOSITE PANELS (ACP) SOFFIT and FASCIA:Lightweight, rigid, bendable, composite aluminum; 3.0 mm thick; front side- aluminum with advance fluorocarbon paint 9 (PVDF), color and design to be approved by the University; core non-toxic low density polyethelene (LDPE); backside aluminum coated polyester ; passing test for hardness (ASTM D-3363-74), flexibility (ASTM D-4145-83), adhesion, (ASTM D-3359-87), abrasion (ASTM D-968-81), mortar resistance (AMMA 605-2-91), detergent resistance (ASTM D-2248-73), acid pollutants v; AMMA 605-2-90), alkali resistance (ASTM D-1308-87), salt fog (ASTM D-117-85), humidity ASTM D-2247-87 D 714-87), color retention (ASTM D-2244-85, ASTM D-2244-89) and chalk resistance (ASTM D-659-86, ASTM D-4212-89). By Alucobest as manufactured by Shanghai Huayuan New Composite Materials Co., Ltd.; or Alubond as manufactured by Alubond Industrial Co., Ltd.; or Alcomate as manufactured by the Hyundai Industrial Co., Ltd.; or approved equal. Install to withstand a Design Wind Velocity of 250 km/h; by manufacturer approved installer with guarantee. Provide the necessary sealants to ensure water-tightness. Provide shop drawings for approval by the University before fabrication and installation. For all roof eaves.E. STAINLESS STEEL: Pipes, tubes, square bars, and other sections as manufactured by Sanyo Seiki Stainless Steel Corp. or approved equal, installed with guarantee. Provide shop drawings for approval by the Architect before fabrication/installation.1. RC Precast Anchors: 10 mm Stainless Steel Plain Bats2. Stair, ramp and corridor railings3. Grab bars for toilets (where applicable)

Note: upgrade to the next bigger size if specified standard sizes unavailable.

F. GALVANIZED IRON1. Yard Hose Bibbs: G.I Pipes: International Pipe Industries Corp. or Super Industrial Corp. or approved equal; schedule 40 , painted with epoxy enamel paint.2. Hangers: Gauge 10 G.I wire hanger.

G. BRASS NOSING: 3 mm thk. X 38 mm wide brass nosing for every Fire Exit stair tread and for every change in floor elevation, unless otherwise indicated. Submit sample for approval of the University before installation. H. FASTENINGS: Commercial types, except where special types are shown or required. Fastenings for all exterior work shall be non-ferrous, unless otherwise shown. Fastening for stainless steel and aluminum and other interior work, where exposed shall match the fastened metal.

6.0 WOODS AND PLASTICS

6.01 06100: ROUGH CARPENTRYNote: For K.D Tanguile, plywood inner sides and for cut ends of Apitong joints, nailers and framings, supplementary termite and rot treatment to by applied by University-approved termite and pest control company, with guarantee. Effect butt joint appearance for all T and cross intersections of exposed frames. When stronger joints are required. Introduce half-laps dowelling or mortise and tenon but still effect a simple butt joint at exposed surface.

A. LUMBER 1. Tanguile: Kiln-dried, factory treated with impregnated Wolman preservative or approved equal, S4S, sound hard, and free from defects lumber. Max , moisture content of 12% for lumber with thickness of 1 or less. 16% max. moisture for all others. For framing counters, closets and cabinets.2. Yakal: Generally for all plates, corbels, struts and other components of wood-based structures requiring wood which is strong, not resistant and/or capable of holding on firmly to driven nails or other connectors. For cabinet base wood blocks or as specifically called for in drawings.B. HARDWARE AND FASTENERS: Use metal nails, screws, bolts, plates and straps, miscellaneous fasteners or anchorage concealed or countersunk whenever called for, with size, shape and type to ensure a rigid connection for laminated items at cabinet framing joints.

6.02 06200: FINISH CARPENTRY (See 9.02 and 9.04 for all DRY WALL and CEILING Finishes)A. MEDIUM DENSITY FIBERBOARD (MDF): 19 mm (3/4). For free span shelves, and for miscellaneous components of cabinets and closets housing for all doors and exposed and unexposed sides of closets and cabinets and 12.5 mm(1/2) thick for visual display boards.

B. FIBER CEMENT BOARD: Use 4.5 mm thick for ceiling boards and backing of mirrors,6 mm thick for wall boards; and 9 mm thick for fascia boards, 1200 mm x 2400 mm, UAC Superflex Ficemboard as distrbuted by Sigma Products ; or Hardiflex as manufactured by James Hardie Building Boards install as per manufacturers instructions.

C. PVC MOULDING AND TRIMS: For baseboards, use 86.3 mm (3-3/4) height, with Baseboard Molding. Provide baseboards for all walls. (Even if not designated in the plans), except for walls finished with tiles, stone and aluminum cladding.

D. POLYETYLENE SCREEN: P.E insect screen for detachable screen assembly, complete with necessary framing, trims and fixation accessories, on gable and eave vents.

E. HARDWARE AND FASTENERS: Use metal nails, screws, plates, straps , miscellaneous fasteners or anchorage; concealed or countersunk whenever called for with size, shape, and type to ensure a rigid connection of laminated items.

F. ASSEMBLY MATERIALS: Approved water-resistant glue, and nails, screws and bolts, of appropriate type, shape, and size for all types of joints.

G. TRADEMARK: Each spate lumber piece or assembly is required to bear an official marks of the millworks supplier.

6.03 06250: WOOD PANELLING + VENEERSA. LAMINATED MEDIUM DENSITY FIBERBOARD: Conforming to ANSI-208-2-2009 for interior applications. Physical and mechanical properly requirements in conformance to ASTM D 1037-06A PART A and PART B. Submit sample for approval of the University. For anteroom and main hall wall finish. For main hall, use in combination with acoustical wall panels. 6.04 06430: WOOD STAIRSA. SOLID WOOD PLANKS: Use 350 mm x 50 mm thick hardwood planks, factory-applied UV- cured urethane finish. Square edge/ends or micro bevel. Submit sample for approval of the University. For main lobby stair treads.

7.0 THERMAL AND MOISTURE PROTECTION

7.01 07100: WATERPROOFING AND DAMPROOFINGApply with surface preparation, methods application and density as per manufacturers specifications to be installed only by authorized Applicator with guarantee.A. WATERPROOFING COMPOUND: Hydratite WR Liquid or Castle Premium Waterproofing PME-202 or approved equal. Applied as per manufacturers specifications for all concrete sub-roofs, concrete gutters and suspended floor toilets.

B. FLUID APPLIED WATERPROOFING: Procor Fluid Applied Waterproofing Systems or approved equal. Synthetic rubber, cold-vulcanized, liquid applied waterproofing membrane. Applied 1 mm thick following manufacturers specifications, for positive application on concrete gutter and plant boxes, with 38 mm conc. topping, to be installed only by authorized Applicator or by a University approved applicator.

C. SINGLE PLY WATERPROOFING MEMBRANE: Bituthene GP and Bituthene 3000 or approved equal. Pre-formed, self-adhesive rubberized bitumen with cross laminated PVC plastic facing for suspended toilets.

D. EXPOSED TYPE LIQUID MEMBRANE WATERPROOFING: Newflex & Newflex R100 or approved equal single pack liquid rubber compound for concrete ledges.

E. ICE & WATER SHIELD or approved equal: underlay waterproofing membrane self-sealing and self-adhering rubberized membrane for all concrete decks and canopies.

F. EPOXY SYSTEM WATERPROOFING: Ultracote 121 HB or approved equal, fabric-reinforced, Hi-Built , food-grade, epoxy based lining for slabs and walls of cistern.

G. DAMP-PROOFING: Barralastic or approved equal vapor barrier, one layer at six mils (0.006) thick, for slabs of fill at the interior of the building. Provide 300 mm overlapping.

H. WATERSTOP: PVC Edgetie as manufactured by W.R Grace or approved equal, for all concrete joints wall and floor construction below grade.

7.02 07210: BUILIDING AND ROOFING INSULATIONA. For accessible concrete roof deck: Use sprayed- on Polyurethane Insulation, 25 mm thick x 1.5 pcf density, covered with Stamped Concrete Paving. Installation by manufacturer and University approved installer (with experience of 3 years) with guarantee.B. For inaccessible concrete roof deck: Use Styrofoam Roofmate SL extruded polystyrene board as manufactured by DOW Chemicals or approved equal covered 60 mm concrete topping. Installation by manufacturer and university approved installer with guarantee.C. METAL ROOFING INSTALLATION: Parsec Thermo Brite III , or approved equal thermal barrier insulation, installed directly under C- Purlins.1. Thermal Barrier INSULATION2. G.I Strap Liner3. G.I Tie Wire 4. G.I Screw

7.03 07610: METAL ROOFING SYSTEMA. Metal Sheet Roofing & Accessories: As manufactured by DN STEEL Marketing Inc. or approved equal. DN TWIN HI-RIB 950 Pre-painted long-span G.I roofing sheets or approved equal. White or ay University approved equal in color. For roofing as indicated in the schematic plans.Base metal type: Cold rolled steel tempered to 275 MPa (40,000 psi) Thickness: .0.60 mm Effective Coverage 950 mmAnti-rust coating: 55% Alum, 43.4% zinc & 1.6% silicon Coating standards: AZ 125 (gm/m2); ASTM A 792Top coat: 18-20 Microns Regular Polyester with Epoxy PrimerBack Coat: 8 Microns Epoxy Primer

B. Ridge rolls, flashings, cappings, trims, mouldings and awnings: 0.60 mm thick base metal thickness (215g/m2 zinc coating) pre-painted zinc coated from plain sheets, pre-formed with matching shape and fitting provision for Metal Sheet Roofing.C. Roof Gutters and Metal End Fascia at eaves and gable: Use concrete roof gutter; see 03300 Cast in Place Concrete.D. Fasteners and Fixation: use corrosion- resistant nails, anti-UV treated washer caps, corrosion-resistant hook bolt connectors in areas as recommended by manufacturer and approved by the University. Paint all exposed fixation and fastening devices with the same color as roof.E. CONCEALED CLIPS: Concealed clips shall be designated to meet the wind uplift requirements. Clips will provide for thermal expansion and contraction and will abrade the panel against the clips or substrate or fasteners. Clips shall be stainless steel or galvanized steel for steel applications.F. Strainer: Use Brass Dome Strainers by Metma or approved equal for gutters.G. Salt Spray Test: A sample of the streets shall withstand a salt spray test for minimum if 1000 hours in accordance with the ASTM B 117, including the scribe requirement in the test. Immediately, upon removal of the panel from the test, the coating shall receive a rating of 10, no blistering, as determined by ASTM D 714; and a rating of 7, 1/16-inch failure at scribe as determined by ASTM D 1654.

7.04 07810: TRANSLUCENT ROOFING- PLASTIC UNIT SKYLIGHTPVC Ribbed Roofing Sheets, 2.5 mm thick minimum, Skylight Color (Translucent). To be installed by an Architect-approved manufacturer or supplier with guarantee.

7.05 07880: SPRAYED ON FIREPROOFINGMonokote MK- 6/HY or approved equal Cementitious Fireproofing System conforming to UL 263/ ASTM E 119 to be applied to all structural steel, with fire rating of 2 hours for structural beams ans girder, 3 hours for columns. Apply with surface preparation, method of application and density as per manufacturers specifications. Installation by a University-approved manufacturer or supplier with guarantee. See section 05100 Structural Steel Fire Cover.

7.06 07900: JOINT SEALANTSA. Silicon Sealant: Rhodorsil H68 or approved equal. Use as a general purpose, neutral cure sealant. Contractor must guarantee water lightness of all joints even during strong winds. Use also as a sealant for acoustic treated walls in between Breakout Rooms.B. Co-Polymer Clear Sealant: Selleys All Clear or approved equal. For roofs, awning, roof flashings, skylights, gutters, and downspout.C. Solvent-Based Synthetic Rubber Contact Type Adhesive: Selleys Liquid Nails Fast or approved equal. For bonding wood, plastic laminate, concrete, steel, aluminum and hardwood, rubber, and glass.D. Acrylic Latex Gap Sealant: Seeleys No More Gaps or approved equal. For use between windows or door frames and walls, along skirting boards, around cornices, between countertops and splashboard. In corner or between the wall and ceiling or where the shrinkage or movement causes rigid fillers to crack. E. Acid Cure Silicon: Seeleys Pro Spec Flexi-Seal Bathroom and Kitchen Silicone or approved equal. For use on non-porous surfaces such as glass, ceramics and porcelain.

8.0 DOORS AND WINDOWS

8.01 08100: METAL DOORS AND WINDOWS A. METAL DOORS:1. 08100: STEEL DOORS AND FRAMES, STEEL DOOR HEAD AND JAMBS: by Metrotech Steel Industries, Inc., or MAXSTEEL, or LEC Steel Manufacturing Corp., or Filipinas Shutter Inc., approved equal. Door design for approval of the University.a) STEEL JAMBS ANS HEADER: for all steel and wood doors. 1.4 mm (gauge 16) thick x 50 mm x 100 mm single rabbet and 1.4 mm (gauge 16) thick x 50 mm x 150 mm double rabbet, fabricated cold-rolled steel; epoxy paint finish.b) STEEL DOOR TYPES: Use manufacturers standard details.1) Plain, Full Flush: 44 mm panel thickness, lightweight, minimum 1.0 mm (gauge 20) thick galvanized aluminum high carbon steel sheet faces with honeycomb chemically treated core, lockformed edge. Complete with stainless steel flag type hinges and locksets. Provide optional accessories when required: for Main Hall Exit Doors, Building Admin Office to Generator Room, Server Room Exit Door, Housekeeping To Roof Deck, And Anteroom Service Entrance. 2) Steel Louvered Doors and Louvers: for Kitchen Supply Room and Housekeeping Entrance.3) Steel Doors with Glass: for Security Room to Server Room, and Kitchen. Use 6 mm thick wired glass or aluminum snap on frame.4) Fire doors: for all Fire Exits UL 10/C, positive pressure test on side gaskets full flush design, 44 mm panel thickness, heavyweight, minimum 1.2 mm (gauge 18) thick galvanized aluminum high carbon steel sheet faces with honeycomb chemically tested core, lock-formed edges. Complete with panic device and all other U.L listed hardware.2. 08330: OVERHEAD COILING DOORS:A. Roll-up Door Curtain for Generator Electrical Room. TOYO Steel Roll-up Doors or approved equal. Slat type LEC-75, approved equal, 1.6 mm thick, 75 mm width, 18 mm height, 25 wts/m2, bonderized steel electrostatic poly-powder coated, stainless steel, aluminum interlocking slats, anonized finish. As manufactured by LEC Steel Manufacturing Corp. to conform to the standard of TOYO Shutter Co.,Ltd., Japan or approved equal. Unless otherwise indicated, provide slats of material gauge recommended by door manufacturer for size and type of door required and as follows:

1) Steel Door Curtain Slats: Structural quality, cold-rolled galvanized steel sheets complying with ASTM A 446, Grade A, with G90 (ASTM A 446M , Grade A with Z275) zinc coating , complying with ASTM A 525 (ASTM A 525M )2) Aluminum Door Curtain Slats: Furnish with standard mill finish.a. Furnish manufacturers standard S-configuration slats.B. Endlocks: Malleable iron castings galvanized after fabrication, secured to curtain slats with galvanized rivets. Provide locks on alternate curtain slats for curtain alignment and resistance against lateral movement.C. Windlocks: Malleable iron castings secured to curtain slats with galvanized rivets. Unless otherwise recommended by door manufacturer, provide windlocks on doors exceeding 4.8 m (16) wide. Space windlocks approximately 600 mm (24) o.c on both edges of curtain.D. Bottom Bar: Consisting of two angles, each not less than 38 x 38 mm (1-1/2 x 1-1/2 x 1/8) thick, either galvanized or stainless steel or aluminum extrusions to suit type of curtain slats.1) Provide a replaceable gasket of flexible vinyl or neoprene between angles asa weather seal and cushion bumper for manually operated doors, unless shown as an overlapping joint.

E. Curtain Jamb Guides: Fabricate curtain jamb guides of steel angles, or channels and angles with sufficient depth and strength to retain curtain loading. Build up units with minimum 5 mm (3/16) thick steel sections, galvanized after fabrication. Slot bolt holes for track adjustment.F. Weather Seals: Provide vinyl or neoprene weatherstripping for exterior exposed doors, except where otherwise indicated. At door heads, use 3 mm (1/8) thick continuous sheet secured to inside of the curtain coil hood. At door jambs, use 3 mm ) thick continuous strip secured to exterior side of jamb guide.

3. 08410: ALUMINUM DOORS, ENTRANCESAND STOREFRONTS: For Anterooms To Main Hall, Corriodors To Anterooms, Ground Floor Corridor Near Kitchen, Entrance S To Left And Right Wing Corridors, Sliding Doors At Dining And Caf, Dining And Caf Patios To Public Toilets, Building Admin Office, And Corridors To Roof Deck, use extruded aluminum 6063-T5 alloy for aluminum door frame sections as manufactured by Currimao Aluminum Corporation or Hooven Comalco Industries, Inc. or approved equal. Use steel-strengthened aluminum: 44 mm x 100 mm x 2.388 mm thick minimum dimesions or able to withstand a Design Wind Velocity of 250 km/h at project site. Complete with all the components and hardware, glazing and all its accessories. Powder coated finish (2.4Mw); color for approval of the University.

4. 08450: ALL GLASS ENTRANCES: Reflectasol Reflective Glass as manufactured by St. Gobain or approved equal. Use the following main materials, complete with all the components and hardware, glazing and all its accessories.

a) For interior glass entrances: for dining room, breakout rooms, caf and gym. Clear glass: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated surfaces). Type 1 (transparent), Class 1 (clear) requirements. Provide products of thickness indicated that have been tested for surface and edge compression according to ASTM C 1048 and for impact strength according to CPSC 16 CFR, Part 1201 for Category II materials. Complete with all components and hardware. Thickness: 12.7 mm (1/2 inch) Exposed edges: Flat Polished Butt edges: Flat Ground Corner Edges: Miteredb) For exterior glass entrances: For Main Lobby, Dining Room, Breakout Rooms and Caf. Tinted Reflective Glass: ASTM C 1048, Kind FT (fully tempered), Condition B (coated surfaces), Type 1 (transparent), Class 3 (tinted, reflective, light reducing) requirements. Provide products of thickness indicated that have been tested for surface and edge compression according to ASTM C 1048 and for impact strength according to CPSC 16 CFR, Part 1201 for Category II materials. Complete with all components and hardware. Tint color: color subject to approval by the University Coating: color subject to approval by the University Thickness: 12.7 mm (1/2 inch) Exposed edges: Flat Polished Butt edges: Flat Ground Corner Edges: Mitered

5. 08460: AUTOMATIC SLIDING DOOR: (See Section 08460 Automatic Sliding Doors)A. AUTOMATIC TELESCOPIC SLIDING DOOR SYSTEM: DORMA ESA300 TELESCOPIC (full breakout design) or approved equal, consists of aluminum doors with Sidelite. Provide to dimension heights and widths indicated on the Drawings. Powder coated finish (2.4 mil minimum thickness); color for approval of the University. For Main Entrance Doors to Main Lobby. 1. Sliding Aluminum Doors: a. Narrow stile.b. Medium stilec. Glazing inch (6 mm) tempered glass.d. Glazing 1 inch (25 mm) tempered glass.e. Intermediate muntin 3.25 inches (83 mm) including glass stops.f. Bottom rail: 1) 7.5 inches (109.5 mm) including glass stops.2) 10 inches (254 mm) including glass stops.g. Provide door opening restrictor arms to control and limit the opening angle of the door(s) as they swing in the direction of the egress.h. Provide interlock clips to latch the sliding panel(s) to the sidelite panel(s) when the door system is in fully closed position,i. Active sliding door provided with a minimum security hookbolt lock. With provisions for a key cylinder on the exterior and a thumb turn on the interior in accordance with NFPA 101.2. Door Operation: Slide panel(s) shall slide open and position to provide egress at any point in the doors movement or position in compliance with NFPA 101.a. Single slide.b. Bi-part slide.c. Automatic operation is discontinued when panel is in the breakout mode by way of a non-contact cut-off switch, or self-closing device in accordance with ANSI A156 10.d. Door(s) and sidelite(s) sized and positioned to provide a minimum 0.75 inch (19 mm ) finger protection to prevent pinch points at the meeting stiles when fully opened.3. Aluminum Frame and Extrusions:a. Door panels 1.75 inches (44 mm) deep.b. Framing materials, jambs are 6 inches (152 mm) deep, headers are 6-5/8 inches (168 mm) deep.c. Structural section shall be .125 inches thickness.d. Bi-part transom packages contain one vertical transom tube centered in the opening.4. Header: 6-5/8 inches wide by 7.5 inches high (168 mm wide by 190.5 mm high), with a minimum wall thickness of. 125 inch (32 mm), capable of supporting door panels of 400 lbs. (181 kg) single slide or 325 lbs. (147 kg) bi-part slide.a. Header contains the door operator and door mounting components.b. Provide header cover with a continuous self-locking hinge design and open flush with the top of the header.c. Roller track shall be a separate extrusion from the header and sound dampened by separating the track from the header with an extruded EPDM rubber gasket.d. Operator components are factory assembled with the header. Minimal field wining is required. Door functions provided in accordance with ASNI A156.10 5. Door Hanger Wheels: 1.5 inches (38 mm) diameter Delrin wheel or approved equal with self-lubricating sealed ball bearing cores. Sliding door(s) stabilized on the track by 1.4 inches (36 mm) diameter anti-riser wheels. Assembly shall allow the sliding doors to freely swing outward for emergency egress. Door height shall have an upward or downward adjustment of 3/16 inches plus or minus (5 mm).6. Threshold Track:a. Track is required adjacent to the Sidelites and intermediate sliding panels.b. Provide with continuous threshold available.

7. Door Operator and Controller: DORMA ESA system with an electro-mechanical operator and microprocessor controller or approved equal.a. Components consist of a DC permanent magnet motor, a self-lubricating system and wear free digital rotary encoder all linked to a fully integrated digital microprocessor controller.b. Battery Back-Up: Provide automatic locking system with battery back-up system.8. Microprocessor Controller: DORMA microprocessor controller or approved equal is a fully integrated digital design that is self-learning and self-monitoring.a. Performance parameters shall not exceed the applicable ANSI A156.10 and/or UL Standards.b. Controller shall continuously monitor all the critical door functions and safety sensors.c. All door functions such as opening speed, closing speed, check locations, partial open dimension, etc., shall be fully programmable without the use of limit switches by utilizing a portable hand terminal connected to the microprocessor controller.9. Threshold Sensor: Self-monitored active infrared safety sensors. Sensors shall be self-contained and fully functioning during the opening and closing cycle of the door.10. Activation Sensor: Motion sensor utilizes K-band frequency (24.125 GHz) for improved detection of slow-moving pedestrian traffic, and shall be switchable between bi-directional and uni-directional operation. Circuitry is included to eliminate Radio Frequency Interference (RFI) and Electromagnetic Interference (EMI). Relay hold time is adjustable from 0.5 seconds to 9 seconds.a. Mount motion sensor to the header at 120 inches (3,048 mm) maximum above the finished floor. Using the adjustable antenna the detection pattern is semi-circular.b. When installed at a height of 96 inches (2,438 mm) and set at the highest sensitivity, the sensor can provide a wide pattern set-up of approximately 12 feet wide by 6 feet inches deep (3658 by 1981 mm) or a narrow pattern set-up of approximately 6 feet 6 inches wide by 8 feet deep (1,981 by 2,438 mm).c. Location of the detection zone shall be adjustable by moving the antenna. Vertical antenna adjustments are possible from 0 degrees to 90 degrees in 15 degrees increments and lateral adjustment from 30 degrees left to 30 degrees right and anywhere in between.d. Power is provided at the microprocessor control. Electrical adjustments can be made with a universal coded infrared remote control.

11. Accessories: Automatic sliding door system shall include the following accessories to reduce energy loss:a. Track-in pile weather-stripping on the bottom of sliding door(s) and sidelite(s).b. Track-in single pile weather-stripping on the sliding door lead edges.c. Track-in single pile weather-stripping between the carrier and the header of sliding door(s) and sidelite(s).d. Track-in double pile weather-stripping at the interlock rails between sliding door(s) and sidelite door(s).e. Track-in vinyl weatherstripping. For clean room applications, weatherstripping shall be Santoprene.f. Interior side jamb mounted program switches consisting of:1) Main Switch = AUTO-CLOSE-OPEN (operates door in fully automatic mode or turns it off or keeps it fully open). 2) Exit Only Switch= OFF-ON (only exit side motion detector will initiate door opening).3) Partial Open Switch= OFF-ON (reduces the opening width according to weather and traffic conditions).12. WINDOWS: Provide ad install all windows with complete locksets and hinges and accessories.1) 08520: GLAZED ALUMINUNM FIXED, CASEMENT AND AWNING WINDOWS: Use extruded aluminum 6063-T5 alloy for aluminum window frame section by Currimao Aluminum Corporation, or Hooven Comalco Industries, Inc. or approved equal. Use steel strengthed aluminum for exterior windows, 44 mm x 100 mm x 2.388 mmm thk, mimnimum dimensions or able to withstand a Design Wind Velocity of 250 km/h at project site. Use in locations as shown in the schematic drawings. Powder coated finish (2.4Mw); color for approval of the University.2) STORM RESISTANT FIXED ALUMINUM LOUVER: For clerestory level louvers, use extruded aluminum 6063-T5 alloy for aluminum louver frame sections and blades by Aust Phils Aluminum Intl Inc or Currimao Aluminum Corporation, or Hooven Comalco Industries, Inc. or approved equal. Use steel strengthed aluminum. Use in locations as shown in the schematic drawings. Powder coated finish (2.4Mw); color for approval of the University.3) ALUMINUM JALOUSIE WINDOWS: Use extruded aluminum 6063-T5 alloy for aluminum louver frame sections. Use approved flat 10 mm THK float glass for window louvers. Use in locations as shown in the schematic drawings. Powder coated finish (2.4Mw); color for approval of the University.4) STORM RESISTANT FIXED STEEL LOUVER: For louver under skylight, use 1.4 mm (gauge 16) thick G.I jamb, header and mid frames and 1.2 mm ( gauge 18) thick G.I louver blades as per manufacturers standards and details; powder coated finish (2.4 Mw) as manufactured by JEA Steel Industries, Inc. or approved equal. Use in locations as shown in the schematic drawings.

8.02 08200: WOOD DOORSA. WOOD DOORS: All wood form stock, sound, and free from imperfections impairing its strength and finish. Kiln-dried (max. moisture content 12%) with the same shade and color for assemblies or sets of assemblies, warp free, S4S nad fine sanded lumber.1. STEEL JAMBS AND HEADER: 1.4 mm (gauge 16) thick x 50 mm x 100 mm single rabbet and 1.4 mm (gauge 16) thick x 50 mm x 150 mm double rabbet; fabricated cold-rolled steel. Epoxy paint finish.2. Solid Woos Panel Door: Wood stained, double or single leaf swing, as shown in the schematic drawings;44 mm (1-3/4) thick; design and wood stain color for approval of the University, For Lobby to Main Hall , Public & PWD Toilets ad Shower Rooms Entrances, Control Room, Elec. and Storage Rooms at Main Lobby , and Executive Rooms Entrance Doors.3. Solid Wood Panel Door with Louvers: Wood stained, single leaf swing, as shown in the schematic drawings. 44 mm (1-3/4) thick; design and wood stain color for approval of the University. For Executive Rooms T&Bs.

8.03 08700: FINISH HARDWAREA. ALUMINUM DOOR AND WINDOW HARDWARE: Install all glass doors and storefronts and glazed aluminum windows, complete with all the components and hardware. See main specifications. For main door handle: use Hafele Pull Handle Stainless Steel, 350 mm minimum or approved equal.B. DOOR LOCKS AND LOCKSETS: Schlage or approved equal U.S original. Note: Provide 4 pcs. Master keys for all cylindrical locksets and deadbolt locking device.1. Lever Handle Locksets:a) Schlage F51A MER 626: Georgian Style Keyed Merano Lever or approved equal. Entrance lock, (satin chrome finsh), U.S original or approved equal. Turn button locking in inside knob; requires use of a key at all times until button is manually restored to unlock position. For all wood and steel doors unless specified.b) Schlage F40 MER 626: Georgian Style Privacy Merano Lever or approved equal. Privacy lock, (satin chrome finsh), U.S original or approved equal. Push button locking in inside knob; Can be opened from outside by screwdriver or similar tool or by turning inside knob. For private toilets.2. Deadbolts: Schlage B60 626; One Side Keyed Deadbolt or approved equal, Deadbolt Lock (satin chrome finish), U.S original, heavy duty, or approved equal. Deadbolt thrown or retracted by key from outside or by inside turn unit. Bolt automatically deadlocks when thrown. Install where applicable.C. HINGES1. Spartan and Yank (USA made) or approved equal: 88.5 mm x 88.5 mm (3-1/2 x 3-1/2) plain bearing, stainless steel, loose pin or fixed pin, button tip, four (4) pieces per door panel for steel doors where specified.2. Gravity Pivot Hinge: Stanley or Hager Brand Gravity Pivot Hinge, or approved equal. Two (2) pieces, plain bearing, for all toilet stall doors.

D. SLIDING DOOR HARDWARE:1. Hanger and roller: Centor or approved equal complete with rollers, hangers and brackets; sized according to door weight capacity 2. Sliding Door Deadbolt: US made, single keyhole, lever-type chrome finish.3. Flushbolt: 150 mm, recessed type, chromium finish, install at bottom at reveal of all active leaf.

E. DOOR CLOSERS: New Star 181; or Stanley Door Closers, or approved equal, 40 kg maximum door weight, satin chrome finish. For doors of Fire Exits, Kitchen, Building Admin Office, Security Room, Server Room, Public Toilets, Anteroom Entrances , Main Hall Entrances, Housekeeping To Roof Deck, Executive Rooms, And Corridors To Roof Deck.F. DOOR STOP/ DOOR HOLDER: Spartan Art. No. DS-179 or approved equal, chrome finish, floor/ wall mounting: attached securely to floor/wall to prevent door knob from hitting the wall. Provide where applicable.G. DOOR PULLS: Ives Series 8200 or approved equal; 230 mm x 408 mm (8 x16) Push Plate, 152 mm x 405 mm (6 x16) Pull Plate, Stainless Steel. For doors at kitchen and doors requiring hardware.H. DOOR SILENCERS: Rubber, 3 sets per door, installed at jamb side. For all doors.I. CABINET ACCESSORIES:1. Pulls: Tajima cabinet pulls Np. 101-S or approved equal. Satin chrome finish for all cabinet, lockers and drawers.2. Self-closing Hinges: Hettich ET 732 or approved equal. For all cabinet and locker doors.3. Draw Runners: Hettich FR 602 L or approved equal. Satin chrome finish for all cabinet, lockers and drawers.4. Cabinet and Drawer Locks: Alpha or approver equal. Satin chrome finish for all cabinet doors and drawers.

J. FLUSH BOLTS: Hafele or Ives, or approved equal. Lever action manual flush bolts. Satin chrome finish. For all double-leaf doors. Install at top and bottom at reveal of all active leaf.

K. PADLOCK: Rocket or approved equal, heavy duty, solid brass, general purpose padlock.L. FIRE EXTINGUISHER CABINET LOCK: Alpha, chrome finish for all the fire extinguisher cabinets.

8.04 08800: GLAZINGA. Reflectasol Reflective Glass: 10 mm (3/8 inch) thick, as manufactured by St. Gobain, or approved equal. Coated, tinted, heat-treated float glass: ASTM C 1048 Kind FT (fully tempered), Condition B (coated surfaces), Type 1 (transparent), Class 2 (tinted, heat absorbing, light reducing) requirements. Provide products of thickness indicated that have been tested for surface and edge compression according to ASTM C 1048 and for impact strength according to CPSC 16 CFR, Part 1201 for Category II material. Complete with all components and hardware. For all exterior glass canopies as shown in the schematic plans; must be able to withstand a Design Wind Velocity of 250 km/h at project site. B. CLEAR FLOAT GLASS: 6 mm (1/4 inch) thick. Heat- Treated Float Glass: ASTM C 1048 Kind FT (fully tempered), Type 1 (transparent). Provide products of thickness indicated that have been tested for surface and edge compression according to ASTM C 1048 and for impact strength according to CPSC 16 CFR, Part 1201 for Category II material. Complete with all components and hardware. For all exterior Aluminum Windows; must be able to withstand a Design Wind Velocity of 250 km/h at project site. As manufactured by AGC Flat Glass Philippines Inc., or approved equal.C. CLEAR FLOAT GLASS: 6 mm (1/4 inch) thick. Heat- Treated Float Glass. For all interior aluminum fixed windows. As manufactured by AGC Flat Glass Philippines Inc., or approved equal.D. CLEAR FLOAT GLASS: 3 mm (1/8 inch) thick. For all fire extinguisher cabinets. As AGC Flat Glass Philippines Inc., or approved equal.E. MIRRORS: : 6 mm (1/4 inch) thick plate glass mirror, distortion-free with felt paper on 4.5 mm thick FCB backing installed on satin-finished anodized aluminum frame. For all toilets.F. BULK COMPOUND FOR GLASS INSTALLATIONS:1. Mastics- Elastic compound and non-skinning compound2. Putties- Wood sash putty, metal sash putty3. Sealants- one compound, two componentsG. PREFORMED SEALANTS 1. Synthetic Polymer- based sealants- resilient or non-resilient type.2. Pre-formed gaskets-compression type, structural type.H. CAULKING: Dow Corning 790 Silicone Building Sealant or approved equal. For all joint gaps between aluminum frames and concrete.

9.0 FINISHES

9.01 09200: PLASTERA. PLAIN CEMENT PLASTER FINISH: Consisting of the scratch and finish coats, both consisting of one (1) part Portland Cement and two (2) parts of clean, washed sand measured by volume. For all interior and exterior wall surfaces where plastering is essential to complete the work.B. WOOD TROWEL FINISH: Provide score joints wherever required. For exterior and interior surfaces to be painted.C. STEEL TROWEL FINISH: Provide score joints wherever required. For curbs, catch basins septic tank.D. SMOOTH RUBBED FINISH: For all exposed undersides or suspended floor RC slabs and beams and when required by the Architect. Use phenolic forms to attain smooth surface at exposed areas. E. TOOLED JOINT FINISH: Surface preparation shall be plain cement plaster finish with tooled mortar joints. Joints shall be concave, clean, plumb and true to line. All joints shall be spaced as directed by the Architect.F. BURLAP FINISH: Achieve consistent texture pattern through proper selection of burlap material and application of consistent pressure on the surface. Provide 50 mm plain concrete borders at all edges and at approximately every 1.00 m on center, for all exterior corridors, ramps, steps and sidewalks.G. PLASTERING GUIDE SYSTEM: Plast-KOTE by Technoresins Industrial Inc. or approved equal. Use for interior and exterior grooves, drip molds, construction joints and surface wall plastering.

9.02 DRYWALLA. GYPSUM WALL BOARDS (ACOUSTICALLY TREATED WALLS): by United States Gypsum Company (USG), or Elephant Brand, USG Boral Gypsum or approved equal. 12 mm thick x 1200 mm x 2400 mm gypsum board, standard type, tapered edge (T.E) on 6 mm thick Fiber-Cement Boards (FCBs). Stagger layout from that of FCBs and seal all joints by using appropriate gypsum joining plaster and cotton tape as per manufacturers instructions. Provide acoustic sealants at the top of the floor slab and the bottom of slab/beam connections. For interior partitions between Breakout Rooms and Executive Rooms.B. FIBER CEMENT BOARDS: UCO Superflex by UAC Berhad, Hardieflex by James Hardie Philippines Inc., or approved equal. Fiber cement board 6 mm thick for wall boards and structural column/beam/girder enclosures; 1200 mm x 2400 mm. Install as per manufacturers instructions. Fixings shall be rust proof screws or nails. Provide acoustic sealants at floor slab and top beam connections for acoustically treated walls. For partitions of minor rooms, such as storages.C. LIGHT METAL FRAMES FOR WALL ASSEMBLIES: By JEA Steel Industries Inc. or approved equal.1. For acoustical walls in between Breakout Rooms and Executive Rooms and other walls where noise transmission is controlled. Use 35 mm x 102 mm x 1.0 mm (ga. 20) thick metal studs at 0.40 m on center and 35 mm x 102 mm x 1.0 mm (ga. 20) thick metal tracks and noggins, knurling stiffeners, side assemblies, bullnoses, corner beads, utility holes and others to compete. Finish with 6 mm thk FCBs on 10 mm thick Gypsum Boards on each side. Submit mock-up on site before installation.2. For all Drywalls. Use 35 mm x 102 mm x 1.0 mm (ga. 20) thick metal studs at 0.40 m on center and 35 mm x 102 mm x 1.0 mm (ga. 20) thick metal tracks and noggins, knurling stiffeners, side assemblies, bullnoses, corner beads, utility holes and others to compete. Submit mock-up on site before installation.

9.03 09300: TILESA. VITRIFIED CERAMIC TILES: Use only Class A tiles (one brand from same batch throughout for each/type size:1. 300 mm x 300 mm x 6 mm thick Floor Tiles- Use non-skid in colors assigned to particular area by the University, for all Fire Exits and Fire Exit Stairs.Finish shall be clean, plumb and true to line. Avoid odd-size tiles. Serojos should be more than the half the tile size. Provide one (1) box containing 20 pieces of each tile type for Universitys stock upon final acceptance.B. HOMOGENEOUS GRANITE TILES: Use only Class A tiles (one brand brand from same batch throughout for each/type size:1. 600 mm x 600 mm x 9 mm- 10 mm thick Floor Tile, for Ground Floor Main Lobby, All Corridors, Caf Dining Area, Patios, Kitchen (Heavy Duty), Server Room, Security Room, Building Admin Office, And Executive Rooms and as shown in the drawings: Use non-skid in colors assigned to particular area by the University. Provide one (1) box containing 20 pieces of each tile type for Universitys stock upon final acceptance.2. 400 mm x 400 mm x 8 mm thick Floor Tiles, all Public Toilets, Shower/Locker Rooms, Main Halls Control Room, Main Halls Elec. Room, Reception Storage, And Executive Room T&Bs, and as shown in the drawings: Use non-skid in colors assigned to particular area by the University. Provide one (1) box containing 20 pieces of each tile type for Universitys stock upon final acceptance.3. 400 mm x 400 mm x 8 mm thick Floor Tiles, all Public Toilets, Shower/ Locker Rooms, and Executive Room T&Bs and as shown in the drawings: Use non-skid in colors assigned to particular area by the University. Provide one (1) box containing 20 pieces of each tile type for Universitys stock upon final acceptance.C. ADHESIVE, GROUT AND SEALANT: Use ABC Tile Grout by ALLGEMEINE-BAU-CHEMIE PHIL. INC. or approved equal (color coordinated as approved by the University) and ABC Tile Grout Sealer or approved equal. D. TILE TRIM: Use stainless steel or plastic tile trim to cover all exposed tile joints; color coordinated as required.

9.04 CEILING BOARDSA. ACOUSTIC BOARDS AND GRID CEILING SYSTEM:1. Armstrong Fine Fissured RH 99 or approved equal 300 mm x 1200mm x 16 mm thick , non-sag acoustic boards/planks; on Tegular Prelude XL 24mm or approved equal, exposed grid ceiling system. Ceiling design for approval of the University. For Breakout Rooms and Anterooms. 2. Gyproc Gyptone Acoustic Boards by St. Gobain, approved equal; on Donn QRC T37K, approved equal, concealed grid system. Ceiling design for approval of the University. For Main Hall.B. GYPSUM BOARDS: 10 mm thick by 1200 mm x 2400 mm gypsum board, standard type, tapered edge (T.E) by by United States Gypsum Company (USG), or Elephant Brand, USG Boral Gypsum or approved equal. On light gauge metal frame. Install as per manufacturers instructions. Fixings shall be rust proof screws or nails. Provide acoustic sealants at floor slab and top beam connections for acoustically treated walls. For Floor Main Lobby, All Corridors, Caf Dining Area, Patios, Kitchen (Moisture Resistant), Server Room, Security Room, Building Admin Office, And Executive RoomsC. FIBER CEMENT BOARD: UCO Superflex by UAC Berhad, Hardieflex by James Hardie Philippines Inc., or approved equal. Fiber cement board 6 mm thick for wall boards and structural column/beam/girder enclosures; 1200 mm x 2400 mm. Install as per manufacturers instructions. Fixings shall be rust proof screws or nails. Provide acoustic sealants at floor slab and top beam connections for acoustically treated walls. For all Public Toilets, Shower/Locker Rooms, Main Halls Control Room, Main Halls Elec. Room, Reception Storage, And Executive Room T&Bs, and Housekeeping.D. METAL CEILING ASSEMBLY: 1. For acoustic boards: use Tegular Prelude XL 24mm or approved equal, exposed grid ceiling system. Donn QRC T37K, approved equal, concealed grid system. Complete with oven-baked tile-white finished T-bar main beam, cross tee, wall angles and hanger wires and accessories.2. For all gypsum celling boards and fiber cement board ceiling. JEA Metal Ceiling Assembly by JEA Steel Industries Inc. or approved equal. Use 19 mm x 50 mm x 0.4 mm thick G.I carrying channel, 6 mm diameter hanger rod, suspension clips, rod joiners, steel angles, turning clips, fastening devices and others to complete. Submit mock-up site, with ceiling boards, before installation.

9.05 09600: FLOORING A. 09640 WOOD FLOORING:1. SOLID WOOD PLANKS: see 06430: WOOD STAIRS. For Main Lobby Stair Treads.

B. 09650 RESILIENT FLOORING1. MULTI LAYER SPORTS VINYL: Taraflex Attraction by Gerflor Ltd., or approved equal. 635 mm x 635 mm x 5 mm thick. Submit sample for approval of the University; for Gym.

C. 09680 CARPETING1. CARPET TILES: by KCC World Philippines or approved equal. Use 6.5 mm x 500 mm x 500 mm tiles with PVC- fiberglass backing. Multi-level loop construction and 100% premium brand nylon, or polypropylene, BC polyester, or any standard fiber content material approved by the University. Solution dyed, yarn dyed or space dyed. Anti-microbial and with approved soil/stain protection. Machine gauge 1/10 minimum of 11 stitches per inch. Install as per manufacturers instructions. Colors and pattern for approval of the University. Provide one (1) box or overage of 5%whichever is greater, of each carpet tile used by product, color, etc. for Universitys stock upon final acceptance for Anterooms, Main Hall and all Breakout Rooms.

9.06 09710: ACOUSTICAL WALL PANELSA. Acoustical Wall Panels: Type AWP-1: completes with accessories. For Main Hall.1. Surface texture: Fabric2. Composition: Mineral fiber3. Finish: Spinel4. Color: submit swatches of available colors for approval5. Thickness: Mineral Fiber 5/8 inch 6. Width: 30 inches 7. Panel Heights: 8 feet 8. Edge profile: K2C2 both vertical edges for interface with plastic H spline for installation.9. Noise Reduction Coefficient (NRC): ASTM C 423; Classified with FM label on product carton, A Mounting (0.80).10. Flame Spread: ASTM E 84; composite rating 25 or less flame spread/200 or less smoke developed.11. Room/ Corner Wall Test: NFPA 265 (UBC 8-2): Pass.