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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