PROJECT MANUAL - OUTLINE SPECIFICATION

PROJECT: RESIDENTIAL (BUNGALOW)OWNER: OSCAR BUG-SITLOCATION: TAM-AWAN, BAGUIO CITYDATE: February 2015

ARCHITECT: Guadiz Architects pc132 East Broadway Suite 540Phone (541)342-8077 FAX (541)345-4302RDG Planning & Design301 Grand Avenue, Des Moines, Baguio city 50309Phone: (515) 288-3141 FAX: (515) 288-8631

STRUCTURAL ENGINEER: M.R.Richards EngineersELECTRICAL ENGINEER: J.J.K MOSANITARY ENGINEER: J.K. ROW

DIVISION 00 PROCUREMENT AND CONTRACTING DOCUMENTS GROUPINTRODUCTORY INFORMATIONDOCUMENT 00 01 01 TITLE PAGEA. Official Project name and legal address of OwnerDOCUMENT 00 01 10 TABLE OF CONTENTSA. List of all Documents, Forms and Technical Specification Sections in the Project Manual including identification of the firm responsible for preparing each document.DOCUMENT 00 01 15 - LIST OF DRAWINGSA. List of all Drawings included in Contract Documents including identification of firm responsible for preparing each Drawing.PROCUREMENT REQUIREMENTSDOCUMENT 0011 00 INVITATION TO BIDA. Prepared by CMGCDOCUMENT 00 20 00 - INSTRUCTIONS TO BIDDERS & SPECIAL PROVISIONSA. Prepared by CMGCDOCUMENT 00 30 00 INFORMATION AVAILABLE TO BIDDERSA. Include information available to bidder.1. Geotechnical reports and soil boring data2. Property surveys, hazardous materials reportDOCUMENT 00 41 00 - BID FORMA. Prepared by CMGC.

DIVISION 1GENERAL REQUIREMENTSSECTION 01001 GENERALA. All facilities, labor, material, equipment, and design services that are typically required for the completion of the Work are included in this design/buiild proposal. All Work shall comply with the applicable federal, state and local requirements.B. All sections in the Outline Specifications carry a one (1) year Standard Construction Warranty and Guaranteeagainst labor and material defects including Work performed by subcontractors. All equipment warranties greater than one (1) year will be passed to the Owner at project completion.SECTION 01002 INSURANCE AND BONDSDesign/Builder's Liability Insurance:A. Design/Builder shall purchase and maintain in a company or companies authorized to do business in the state inwhich the Work is located such insurance as will protect the Design/Builder from claims set forth below whichmay arise out of or result from operations under the Contract by the Design/Builder or a subcntractor of theDesign Builder, or by anyone directly or indirectly employed by any of them, including:1. Claims under workers' or workmen's compensation, disability benefit and other similar employee benefitlaws which are applicable to the Work to be performed;2. Claims for damages because of bodily injury, ocupational sickness or disease, or death of theDesign/Builder's employees under any applicable employer's liability law;3. Claims for damages because of bodily injury, sickness or disease, or death of persons other than theDesign/Builder's employees;4. Claims for damages covered by usual personal injury liability coverage which are sustained by a personas a result of an offense directly or indirectely related to employment of such person by theDesign/Builder;5. Claims for damages, other than to the Work at the site, because of injury to or destruction of tangibleproperty, and6. Claims for damages for bodily injury of death of a person or property damage arising out of ownership,maintenance or use of a motor vehicle.SECTION 01300 Administrative RequirementsThe contractor shall commence work within five (5) days of written notice to proceed the number of calendar days required to complete the work shall be stated in the bidders proposal.SECTION 01310 PROJECT SCHEDULEA. Design/Builder will provide an overall design and construction schedule. The schedule will be updated monthly.SECTION 01500 Temporary Facilities and ControlsTEMPORARY FACILITIESA. TEMPORARY UTILITIESa. Water. Contractor shall pay for water used for his operations.b. Electrical. General contractor must pay for electricity used on the job. B. TEMPORARY TOILETSThe general contractor shall provide and maintain a toilet for the workmen. When the job is complete, toilet waste shall be disposed of in a manner agreeable to the architect or engineer.C. STORAGE OF MATERIALSThe contractor may store materials on the site. The contractor is responsible for all material unit buildings completion and possession by owner.SECTION 01400 Quality RequirementsAll parts of the construction shall be finished with first class worksmanship, to the fullest talent and meaning of the plans and these specifications, and to the entire satisfaction of the architect/ engineer and the owner.The construction shall conform to all the requirements of the national bilding code, as well as the local rules and regulations of the municipality of Bguio city, Philippines. SECTION 01710 CLEANINGA. Throughout the construction period, Design/Builder will maintain the building and site in a standard of cleanlinessconsistent with safe and efficient construction operations.1. Design/Builder will provide dumpsters for the use of all trades under its contract on this project.2. All storm drains will be protected drom debris during construction.B. Final cleaning of the structure.1. Broom clean all decks.2. Clean and wash all glass inside and out.3. Clean and empty all sediment baskets on all drains.4. Clean all flooring materials.

DIVISION 2 SITE WORKSECTION 02200 SITE PREPARATIONSCLEARING OF SITEA. CLEARING AND GRUBBINGThe contractor shall, as directed by the architect or engineer, remove at his own expense from the owners property and from all public and private property all temporary structures, rubbish, and waste materials resulting from his operation.B. STAKING OUT THE BUILDING LINESThe building lines shall be staked out and all lines and grades shown in drawing established before any excavation is started. Batter boards and reference marks shall be erected at such places where they will not be disturbed during the excavation of the building.SECTION 02300 EARTHWORKSA. EXCAVATINGExcavate to the dimensions shown on the various drawings (s-4), and do all things other excavation necessary to fully carry out the work shown or herein specified. Provide shoring whenever necessary. All footing trenches are to be excavated to the exact depths and widths required, with the side plumb and the bottom level. In no case shall bottom of footing be less than 1.2 m below natural grade line.B. BACKFILLSAfter concrete for foundations is hard enough to withstand pressure resulting from fills, the materials removed from excavations shall be used for backfill around them.Backfills and fills shall be placed in layers not exceeding 150mm in thickness, and each layer shall be thoroughly compacted by wetting, tamping and rolling.C. SOIL POISONINGROADS AND WALKSA. WALKS AND DRIVESAll floors shall be troweled smooth; all walks and driveways shall be troweled smooth and broom slightly all wearing surfaces. ALL FINISHES SHALL BE APPROVED BY THE ARCHITECT OR ENGINEER.SECTION 02710 STORM AND SANITARY DRAINAGEA. Roof leaders and floor drains will be connected to the existing storm and/or sanitary sewer system outside the building perimeter

DIVISION 3 CONCRETESECTION 03 30 00 CAST-IN-PLACE CONCRETESection includes cast-in-place concrete, including formwork, reinforcement, concrete materials, vapor barriers, mixture design, placement procedures, and finishes, for the following:1. Footings.2. Foundation walls.3. Slabs-on-grade.5. Concrete toppings.6. Building frame members.7. Building walls.8. Exterior stairs and landscape walls.A. Quality Standard: ACI 301.B. Reinforcement:1. Reinforcing Bars: Grade 33 / PNS 230Structural Grade2. Welded Wire Reinforcement: Grade 33 / PNS 230Structural GradeC. Concrete Materials:1. Portland Cement: ASTM C595 and PNS 063. Holcim Excel2. Aggregate: a.Coarse aggregate, hard, durable, uncoated crushed stone or gravel. 20 mm to 40 mm.b.Fine aggregate, uncoated grains free from salt, loam and clay3. Water: Potable4. Admixtures: Air entraining, Water reducing, Retarding, High range, water reducing.D. Water stops: Bentonite Flexible PVC.E. Curing Materials: Clear, waterborne, membrane-forming curingF. Vapor Barrier: ASTM E1745; Class A; extruded, single ply, virgin polyolefin membrane; ASTM E96; 0.036 maximum permeance.G. Finishes:1. Interior floor slabs: Steel trowel finish.2. Exterior slabs: Non-slip light broom finishH. Inspections: By Owner-engaged special inspector.

03.3 SECTION 03 45 00 PRECAST ARCHITECTURAL CONCRETEA. Exterior window sills

STORAGE OF MATERIALSA. All cement for this work shall be delivered at least three days before using to allow for testing, if so desired, and shall be kept stored in a safe and dry place. B. Sand crushed rock will not be permitted to be piled directly upon the earth, and must be placed upon a platform of wood planks. Any cement found to be lumpy or otherwise injured by age or moisture will be rejected.CONCRETE FORMWORKA. Plumb and straight. All forms for concrete shall be properly braced or connected together so as to maintain the correct position and shapes of the concrete members. Forms shall be constructed sufficiently tight to prevent bulging and seepage of water.B. Forms shall not be removed until the concrete has attained sufficient strength to support its own weight and any load that may be placed on it. Side forms of beams and girders may be removed earlier than the bottom forms but additional posts or shoring must be placed under the beams and girders until they have attained their strength.C. Footing forms may be omitted if excavation to neat sizes and soil conditions approved.CONCRETE REINFORCEMENTA. All steel reinforcing bars to be used in this construction shall consist of round deformed bars with lugs or projections on their sides to provide a greater bond between the concrete and steel.B. The number, size, spacing, position and bending of the various bars are to be indicated on the drawings and schedules and no variations whatsoever is to be made without the written consent of the architect or engineer. C. All steel reinforcing bars shall be accurately placed and secured against displacement by tying them together at each bar intersection with gauge no. 16 galvanized iron wire.D. No metal reinforcement shall be installed in place unless it is free from rust, scale or other coatings, which will destroy or reduce the bond with concrete.CAST-IN- PLACE CONCRETEA. All concrete shall be mixed thoroughly until there is a uniform distribution of the cement and aggregates, and should be deposited as nearly as practicable in its final position, care being taken to avoid segregation of the aggregates.B. Water to be used for mixing concrete shall be clean and free from injurious amount of oil, acids, alkalis, salts and other organic materials.CONCRETE SLAB FLOORS ON FILLA. Concrete slabs on fill shall be poured on a gravel bed of not less than 100mm thick. Each concrete slab course to be poured shall not be more than one meter wide, and each course shall be poured alternately to the indicated floor finish.B. Provide steel troweled finish were scheduled and under all composition flooringC. Where tile finish flooring occur on concrete floors on the ground, depress the 100mm slab on and one half inches 38mm and omit trowelingD. Provide moisture barrier under all first floor concrete slabs. Material shall be one layer 0.1 thick plasex plastic sheet or approved equal.

DIVISIONS 4 MASONRY04.1 SECTION 04 20 00 - UNIT MASONRYA. Section includes:1. Mortar and grout for masonry.2. Concrete block (CHB) exterior cavity walls, masonry veneer walls, and interior concrete block walls.3. Reinforcement, anchorage, flashing, and accessories.Cement : Holcim Excel Portland cement ORCEMEX pozzolan cementB. Mortar and Grout:1. The following proportions of concrete mixtures shall be used for the various parts of the buildings:2. Columns and footings- class A (1:2:4)3. Conc. Holl. Blk. Footings- class B (1:2-1/2:5)4. Reinf. Conc. Beams and slabs- class A (1:2:4)5. Concrete slab floor on fill- CLASS C (1:3:6)6. Septic vault cover- class A (1:2:4)Class A concrete shall be a mixture of 1 part cement, 2 parts fine aggregate and 4 pars coarse aggregate by volume, plus enough clean water to make mixture into a pliable paste.Class B concrete shall be a mixture of 1 part cement, 3 parts fine aggregate and 6 parts coarse aggregate volume, plus enough clean water to make the mixture into a pliable paste.Class C concrete shall be a mixture of 1 part cement, 3 parts fine aggregates and 6 pars coarse aggregate by volume, plus enough clean water to make the mixture into a pliable paste.The fine aggregate for concrete shall consist of natural sand, or of inert materials with similar characteristics, having clean, hard and durable grains, free from organic matter or loam.The coarse aggregate for concrete shall consist of crushed rock of durable and strong qualities, or clean and hard gravel. Size of the coarse aggregate to be used shall vary from 20 mm to 40 mm.C. Masonry Components:1. Concrete Masonry Units (CHB) :All exterior concrete hollow blocks to be used for first floor walls shall be at least 150 mm thick, while concrete hollow blocks for interior walls unless otherwise indicated, shall be 100 mm thick2. Cast Masonry Stone Units: Severe Weathering; Calcium silicate masonry units, autoclave cured, with the following physical properties:a. Manufacturers / Product: Arriscraft International; Renaissance Masonry Units SandDrift.3. Special Shapes: Provide special shapes, as detailed, for corners, jambs, control joints, headers, bonding, and other special conditions.D. Reinforcement and Flashing Components:a.Furnish and put in place horizontal reinforcement for all masonry partitions and walls as hereinafter described. b.The concrete hollow block walls shall be laid, and cells filled with cement mortar consisting of 1 part Portland cement and 3parts sand by volume. They shall be reinforced with round deformed bars, 10mm diameter, spaced not more than 0.08m on centres, both waysE. Reinforced Unit Masonry:1. Drawings describe location of Reinforced Unit Masonry. See structural notes for size and placing of reinforcing steel.F. LAYING OF MASONRYa.All work must be carried up with course plumb, straight and true, with courses level from one and to the other.b.Chb must level all walls for bearing by rod heights to receive joists, beams, columns, girders, etc., with blocking. Rods must be used at least every 3m in length of bearing walls and at beams.c.All exposed joints generally shall be concave joints which shall be accompanied with a tool suitable for the purposeG. SITE CURING AND PROTECTION OF CONCRETE UNITSa.All concrete block masonry units, including both sand- gravel and stone aggregate blocks and insulating concrete block, shall be cured and protected at the site hereinafter described.b.All units shall be brought to the job site and stored thereon for not less than 28 days before they are incorporated in the construction. Such storage shall be arranged in a manner as to keep the blocks dry, either by tarpaulin or shed roof or combination of same, and blocks shall be stored off of the ground by means of planks and skids. Blocks stored in contact with the ground shall not be used. Storage shall provide for reasonable amount of natural ventilation.

DIVISION 5 METALSSECTION 05 12 00 - STRUCTURAL STEEL FRAMINGA. Section includes structural steel The drawings will show the dimensions, weight, location and shape of all structural steel members, the various steel beams, girders, or members being represented by a heavy dot and dash line through the center of gravity of the member.B. Structural Steel Components:1. W-Shapes: ASTM A 992/A 992M.2. Channels, Angles: ASTM A 36/A 36M.3. Plate and Bar: ASTM A 36/A 36M.4. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B, structural tubing.5. Steel Pipe: ASTM A 53/A 53M, Type E, Grade B.C. Welding Electrodes: Comply with AWS requirements.D. Bolts and Fasteners:1. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy hex steelstructural bolts; ASTM A 563 heavy hex carbon-steel nuts; and ASTM F 436 hardenedcarbon-steel washers.2. Shear Connectors: ASTM A 108, Grades 1015 through 1020, headed-stud type, coldfinishedcarbon steel; AWS D1.1, Type B.3. Headed Anchor Rods: ASTM F 1554, Grade 36 straight.E. Primer:SSPC-Paint 25, Type II, iron oxide, zinc oxide, raw linseed oil, and alkyd.F. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, non-metallic aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for application and a 30-minute working time.G. High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts".J. Weld Connections: Comply with AWS D1.1. 05.3 SECTION 05 21 00 - STEEL JOISTS FRAMINGA. Section includes steel joists with bridging, attached seats and anchors.1. K, LH and SLH series steel joists.2. KCS-type K-series steel joists.3. Joist accessories.D. Welding:Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."E. Steel: Comply with SJI's "Specifications" for web and steel-angle chord members.F. Install joists and accessories according to SJI's "Specifications," joist manufacturer's written recommendations.05.6 SECTION 05 50 00 - METAL FABRICATIONSA. Section includes shop fabricated ferrous metal items, galvanized and prime paintedB. Schedule of fabrications:1. Miscellaneous steel framing and supports.2. Loose bearing and leveling plates.3. Loose steel lintels.4. Steel weld plates and angles.5. Miscellaneous steel fabrications.6. Counter supports.7. Angle supports for non-bearing masonry walls.8. Roof screen framing.9. Door frames for overhead doors.10. Roof and elevator pit access ladders.11. Metal bollards.12. Pipe guards.C. Materials:1. Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes.2. Stainless-Steel Bars and Shapes: ASTM A 276, Type 304.3. Steel Tubing: ASTM A 500, cold-formed steel tubing.4. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight isindicated or required by structural loads.5. Cast Iron: ASTM A 48/A 48M, Class 30, unless another class is indicated or required bystructural loads.6. Nonferrous Metals:a. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), alloy 6063-T6.b. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M, alloy 6061-T6.c. Aluminum Castings: ASTM B 26/B 26M, Alloy 443.0-F.D. Fasteners:1. Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coatingcomplying with ASTM B 633, Class Fe/Zn 5, at exterior walls. Provide stainless-steelfasteners for fastening aluminum. Select fasteners for type, grade, and class required.2. Cast-in-Place Anchors in Concrete: Threaded or wedge type; galvanized ferrouscastings, either ASTM A 47/A 47 M malleable irons or ASTM A 27/A 27M cast steel.Provide bolts, washers, and shims as needed, hot-dip galvanized perASTM A 153/A 153M. E. Primers:1. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkydprimer complying with MPI #79.2. Zinc-Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible withtopcoat.3. Galvanizing Repair Paint: SSPC-Paint 20, high-zinc-dust-content paint for regalvanizingwelds in steel.F. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseousgrout complying with ASTM C 1107.H. Steel and Iron Finishes:1. Hot-dip galvanize items as indicated to comply with ASTM A 123/A 123M orASTM A 153/A 153M as applicable.2. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply withrequirements indicated below for environmental exposure conditions of installed metalfabrications:a. Exteriors (SSPC Zone 1B) SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."b. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning."05.9 SECTION 05 52 13 PIPE AND TUBE RAILINGSA. Section includes interior and exterior metal pipe and tube railings and infill panels.1. Infill Panel: Stainless steel woven wire mesh.2. Tempered Glass Infill Panels: ASTM C 1048, Kind FT (fully tempered), Condition A(uncoated), Type 1 (transparent flat glass), Quality-Q3; 12 mm thickness

DIVISION 6 WOOD AND PLASTIC06.1 SECTION 06 10 00 ROUGH CARPENTRYSection includes roof curbs, parapet and gravel stop blocking, blocking in wall and roof openings, wood furring and grounds, concealed wood blocking for support of wall-mounted accessories, wall cabinets and other items. wall and roof wood framing materials, plywood, wood treatment (fire and moisture), and accessories including fasteners.Lumber to be used in this project shall be well seasoned, thoroughly dry and free from loose or unsound knots, shakes or other imperfections impairing their strength or appearance.A. MATERIALSThe kind of lumber to be used for the various parts of the building shall be as follows:Exterior door frames: Narra woodInterior door frames: Narra woodPurlins, wall studs, ceiling joists, cleats: Falcata woodFascia boards, cabinets/closet shelves: Tanguile wood B. WOOD DOORSa.Interior doors- all interior wood doors species shall be indicated on door schedule. See plans. Doors shall be 6mm solid framed core. Doors shall have hardwood edge strip on sidesb.Exterior doors- all exterior doors shall be 45mm thick. Exterior sash doors are to be solid mortised door to detail.C.WOOD CABINETSa.In general, all cabinets works indicated on the drawings is mill- made wood cabinets.b.Cabinets shall be constructed of tanguile 1 veneer plywood as indicated on the drawings, with concealed shelving of 12mm plywood edging where indicated. Counter tops shall be installed as specified elsewhere. Wood trim shall be plain tanguile. Cabinet doors shall be tanguile 19 mm veneer plywood with square lipped edges.D. SHELVINGShelving shall be made from 12mm plywood and shall be faced with a moulding on the front of the shelf and furnished widths on the indicated plansSECTION 06 20 00 - FINISH CARPENTRYA. Interior wood trim Wood trim shall be plain tanguile. Cabinet doors shall be tanguile 19 mm veneer plywood with square lipped edges.B. Counters and cabinets - Modular and custom P-LAM faced cabinets with plastic laminate tops. (P-LAM on all exposed faces.)C. Hardwood Species: tanguile, rift-cut.D. MouldingsCornice: 3 wood (submit sample for approval);Baseboards: 5 wood (submit sample for approval);

DIVISION 7 THERMAL AND MOISTURE PROTECTIONSECTION 07 13 26 SELF-ADHERING SHEET WATERPROOFINGThe underside of all concrete slabs on earth shall have been laid on polyethylene polypropylene fiber waterproof membrane 0.004 inch thick.A.Any portion of the foundation that is below earth grade or grade level shall be given a hot tar coating in the following manner.B. One hot tar coating shall be mopped or spread on and be given at least 8 hours for setting time. The second coat shall be applied immediately thereafter. HydroTech MM6125EV applied in two coats, with a layer of fabric reinforcement between layers, to a thickness of 215 milsC. Paver Supports: Paver manufacturer's standard SBR rubber, high-density polyethylene,or polyurethane paver support assembly, including fixed-height pedestals, shims, and spacer tabs for joint spacing of 1/8 to 3/16 inch.SECTION 07 61 00 SHEET METAL ROOFING Stile roof Brand : JACINTO COLOR STEEL Strap cut: (1/4 dia) GI rivets and Gauge No. 26 plain GISpandrel: jacinto color steel 0.40 mm thicknessThe roof shall be covered with stile roof pre pointed roofing sheets as sown in the plans. The roofing sheets shall be secured to the purlins with 6mm dia. (1/4 dia) GI rivets and Gauge No. 26 plain GI straps cut long enough for bending around he specified size or purlins. The straps shall each be at least 25 mm wide with corners chipped off at the riveting ends.Ridge rolls, hip rolls and valleys to be used shall be those compatible with the stile roof pre painted ling span roofing sheets. They shall lap the roofing sheets at least 250mm. the ridge rolls, hip rolls and valleys shall be riveted to the roofing sheets, in addition to the rivets engaging the GI straps in securing the roofing sheets to the purlins.All roofing sheets adjacent to concrete hollow block, shall be provided with gauge no.26 plain GI flashing to extend up to the top and over to the other side of the wall. All rivets shall be placed at the top of the corrugations of the roofing sheets to prevent water from standing around the rivets.

SECTION 07 62 00 SHEET METAL FLASHING AND TRIMSection includes parapet coping, gravel stops, downspouts, splashguards, counter flashings, reglets and flashing at masonry.A. All exposed flashings: 24 gage steel with Kynar 500 coating - ColorKlad or equal.B. Concealed flashings: 24 gage galvanized steel.SECTION 07 92 00 JOINT SEALANTSSection includes joint sealers at all interior and exterior horizontal and vertical joints.B. Sealant type:1. Exterior (non-paving): MS Polymer2. Exterior paving: One-part pourable polyurethane3. Interior wet areas and where clear sealant is detailed: Clear silicone, mildew resistant.4. All other Interior joints: One-part polyurethane.

DIVISION 8 DOORS, WINDOWS AND GLASSSECTION 08 31 13 DOORS, WINDOWS AND FRAMESA. Door and door frames shall conform to the sizes, designs and kind of material shown in the details of doors, schedule of doors or as per the bill of materials.B. All wooden doors shall be hung on at least 3 pieces of 102mmx 102mm ( 4x4 loose- pin bearing template hinges.C. Door locksets to be used shall be installed 1024mm from the finished floor line.D. steel windows to be used in this project shall conform to the size and design shown in the detail drawings or schedule of steel window or as per the bill of materialsSECTION 08 14 16 - FLUSH WOOD DOORSA. Basis of Design: Algoma Super Novador - 5-ply.B. Species/Slice: tanguileC. Factory finish.SECTION 08 71 00 - DOOR HARDWAREA. Owner will provide catalogue information and templates for Owner furnished Contractor installed hardwareSECTION 08 80 00 - GLAZINGSection includes glass and glazing for interior doors, sidelights, transoms, exterior entrances and storefronts, spandrel panels windows and mirrors.A. Glass Types:1. Single, Clear: Typical interior glazing3. Laminated Glass:, consisting of two lines of annealed float glass, unless tempered glass is indicated or required by code; translucent polyvinyl butyl interlayer..6. Interior Butt-Glazed Units: Laminated glass; 3/4 inch thickness, open jointa. 1/4 inch, translucent; clear silicone joint sealant.B.sealantBrand: Bond-Flex 300 Silicone SealantColor: clearSECTION 08 83 00 - MIRRORSA. Section includes unframed glass mirrorsB. Mirrors: 1/4 inch thick silvered mirror glass.C. Trim: Stainless steel edge trimD. Accessories, sealants and adhesives as required for installation.

DIVISION 9 FINISHESSECTION 09 23 00 PORTLAND CEMENT PLASTERINGCement plastering throughout the exterior walls with paint finish.SECTION 09770Special Wall SurfaceExterior walls: vertical Vinyl siding finish09.4 SECTION 09 30 00 - TILINGA. Tile Materials:LIVING AND DINING AREA1. Teresa Marble tile. Light pearl premium/ 18x181/2/ polishedKITCHEN and toilet- bath 1. Mariwasa Ceramic Mosaic Tile: 1 x 1 x 1/4 inch (nominal) unglazed.BALCONY AND STAIRS1. Mariwasa anahaw series 20 X 30 cm. wall tiles matte with luster. Beige.C. Accessories:1. Edge Trim: Metallic, angle or L-shape, height to match tile and setting bed thickness;finish as selected; Shluter Schiene or approved equivalent.2. Cementitious Underlayment (at Concrete Slabs): Self-leveling; 4,000 psi (minimum); TECTA318 or approved equivalent.D. Mortar and Grout Materials:a. Laticrete 226 Thick Bed Mortar with Laticrete 3701 Mortar Admixture.1) Provide unsanded grout mixture for joints 1/8 inch and narrower.2) Provide sanded grout mixture for joints for joints greater that 1/8 inch.E. Tile Cleaner: Neutral cleaner; approved for materials and installation indicated by tile and grout manufacturer.SECTION 09 64 66 - WOOD FLOORINGBedroom Wood Flooring: Brand:JME SupremeThickness:18mmLength: 84mmx9mmType:tongue and grooveSquare Meter per box:1.762 / 2.3425Size/box2.288m2SECTION 09750STONE FACINGBRAND: EZ Rocks. EZFit lengths from 4"- 22" thickness at 1"- 3"standard height of 4SECTION 09 91 00 - PAINTINGInterior finishes: Boysen Permacoat Latex paints for all concrete interior paint finishConcrete exterior finishes: and Acrylic Elastomeric Paint Wood finishes: Boysen Enamel paints

DIVISION 10 SPECIALITIES-NOTHING TO BE SPECIFIED-

DIVISION 11 EQUIPMENT-NOTHING TO BE SPECIFIED-

DIVISION 12 FURNISHINGSSection 12 40 00: Furnishings and Accessories : Owner Furnished Owner Installed (OFOI)

Division 13 SPECIAL CONSTRUCTION-NOTHING TO BE SPECIFIED-

Division 14 CONVEYING SYSTEM-NOTHING TO BE SPECIFIED-

Division 15 MECHANINCAL15400Plumbing Fixtures and EquipmentAll plumbing works for this project shall be done in accordance with the approved plans and under the direct supervision and control of a licensed sanitary engineer or master plumber.Piping shall be properly graded or pitched to ensure circulation, drainage and prevent water hammer and noise.The plumbing installation shall conform to the provisions of the national plumbing code and the rules and regulations enforced in the locality.Piping drain, waste and vent shall be done using NELTEX uPVC push-on system. For the in- house water supply installation. NELTEX uPVC pipes and fittings shall be used.The plumbing fixtures and accessories to be provided and installed shall be as follows:UPVC:NELTEX uPVCWater closet:Brand: American standardIDS Dynamic Code: 2040LavatoriesFaucetBrand: American standardCygnet Extended Single-hole Lavatory FaucetWash basin Brand: American standardActiva Code: 1052/7039Faucet (garden)

Kitchen FaucetBrand: BlancoBLANCOCULINA MiniKitchen sink Brand: BLANCO AXISShower headsBrand: American standardAcacia Direct-mount Shower System D200Code: 9081/2772Floor drainSize 100mmx 100mm (4x4) Stainless steel

Division 15 ELECTRICALThe electrical installation shall be done in accordance with the approved plans and under the direct supervision and control of a licenced professional electrical engineer or master electrician.All electric work and materials shall conform to the provisions of the latest edition of the Philippine or national electric code.The electrical writing shall be installed though coil able PVC electrical conduit, fittings and appurtenances that conform with ISO dimensions.The type of electrical services to be supplied to the building shall be 220v, ac, single phase.There shall be only one service drop from the nearest BENECO pole to the proposed building. Electric wires for light and power shall no be smaller than 13.5mm2 (AWG No. 12). 600v insulation.Electrical materials to be used for the electric installation shall be as follows:Automatic circuit breaker:Flush wall switches, convenience outlets other wiring devicesWires/ conductors:The spare circuit shall be provided with an empty PVC pipe, size 19mm which should extend at least 300 mm above the ceiling line. The grounding wires shall be color coded for easy identificationThe panel board shall be provided with a circuit directory

A. Conductors - 200 Volt1. THTN copper conductors for feeders and branch circuits.2. MC cable for branch circuit where concealed.4. 15KV cable shall be EPR 133% copper.B. Conduit:1. EMT for feeders exposed and/or concealed.2. EMTE for branch circuit where exposed.3. 1/2' conduit minimum.4. All EMT fittings shall be die cast compression.5. PVC 40 for underground, ductbanks and/or slab.6. All stub ups for PVC conduit shall be galvanized rigid steel elbows and riser.C. Wiring Devices:1. 20 amp duplex receptacles #GE5362 or equal.2. 20 amp light switches #GE5951 or equal.3. Device plates shall be stainless steel.D. Fire Alarm:1. The main fire alarm panel shall be Simplex #4004 series or equal.2. All wiring shall be solid cooper and installed in raceways.3. 1/2" minimum conduit.5. Smoke detectors shall be photoelectric type.6. Duct smoke detector with remove test/indicator station.E. Lighting Fixtures: 1. Flourescent lamps and ballast shall be T9 rated.4. All fixtures shall be supported from the structure.F. Distribution Equipment:3. Circuit breakers shall be bolt on thermal mag trip.4. Panelboards shall be aluminum bussing.5. Ratings shall be: 220v, ac, single phase.

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