lOMoARcPSD|23385134 Specification Civil Engineering (Saint Louis College) Studocu is not sponsored or endorsed by any college or university Downloaded by Jessa Gebana (jessagebana1224@gmail.com) lOMoARcPSD|23385134 SPECIFICATION PROJECT : ONE STOREY RESIDENTIAL BUILDING OWNER : AGUSTIN SORIANO & JEANE SORIANO I. GENERAL CONDITION ALL WORK INCLUDE UNDER LEADING SHALL BE SUBJECTED TO THE GENERAL CONDITION OF THE ENTIRE OPERATION. II. STAKE AND BATTER-BOARD THE CONTRACTOR IS TO STAKE OUT THE BUILDING ACCURATELY AND ERECT PERMANENT BATTER-BOARDS AT SUCH POINT THAT THEY WILL NOT BE DISTURBED DURING THE CONSTRUCTION OF THE FOUNDATION. III. CLEARING, GRADING AND FILLING: THE CONTRACTOR SHALL CLEAR THE BUILDING SITE FOR THE DISTANCE OF THREE (3) METERS IN ALL DIRECTIONS OUTSIDE OF THE BUILDINGS LINES, WITHOUT EXTRA COMPENSATION. PROVIDED HOWEVER, THAT THE OWNER SHALL NOT REQUIRE TO CLEAR BEYOND AND EXISTING STREET, SHOULD BE NEARER THAN 3.0 METER TO ANY POINT OF THE BUILDING LINES. THE BUILDING IS THE HORIZONTAL PROJECTION OF THE OUTERMOST OF ALL PARTS OF THE BUILDING ON THE GROUND. THE CONTRACTOR SHALL GRADE THE AREA INCLUDED WITHIN THE CLEARING LINE AS DEFINED IN THE PRECEDING PARAGRAPH AND SUCH GRADE SHALL BE INCLUDED IN THE BUILDING CONTRACT. ALL FILL SHALL PLACED IN LAYERS NOT EXCEEDING 0.15MTRS (6” IN THICKNESS, EACH LAYER BEING THOROUGHLY COMPACTED BY WETTING AND TAMPERING. IV. EXCAVATION AND BACKFILLING THE CONTRACTOR SHALL MAKE ALL NECESSARY EXCAVATION FOR THE FOUNDATION, GRADES INDICATED ON THE PLANS, WITHOUT EXTRA COMPENSATION. IF THE REQUIRED BEARING POWER IS NOT OBTAINED AT THE EXCAVATION INDICATED ON THE PLANS, THE EXCAVATION SHALL BE CONTINUED UNTIL THE SAFE BEARING POWER IS OBTAINED. FOOTING SHALL NOT BE PLACED ON FILL. AFTER FORMS HAVE BEEN REMOVED FROM FOOTINGS AND WALL MATERIALS FORM THE EXCAVATION SHALL BE USED FOR BACKFILLING AROUND THEM. THIS FILLING SHALL BE MADE IN LAYER NOT EXCEEDING 0.15MTRS (6”) IN THICKNESS, EACH LAYER BEING Downloaded by Jessa Gebana (jessagebana1224@gmail.com) lOMoARcPSD|23385134 THOROUGHLY TAMPED. MATERIALS NOT USED SHALL BE REMOVED BY THE CONTRACTOR OUTSIDE THE PREMISES AS DIRECTED BY THE ARCHITECT. PROVIDED THAT THE CONTRACT SHALL NOT BE REQUIRED TO REMOVED SUCH MATERIALS MORE THAN TWO (2) METERS. MASONRY WORKS I. GENERAL CONDITION THIS ITEM INCLUDES THE FURNISHING OF ALL LABOR AND MATERIALS WHENEVER INDICATED IN THE PLANS AND DETAILED DRAWINGS COVERED BY THE SPECIFICATION. USE CONCRETE HOLLOW BLOCKS 6X8X16 FOR EXTERIOR AND 4X8X16 FOR THE INTERIOR WALLS, WITH THE CORRESPONDING FINISH INDICATED IN THE PLANS. WHEN NOT INDICATED IN THE PLAN CEMENT PLASTERS WITH PURE CEMENT FINISHED RECOMMENDED. II. CONCRETE HOLLOW BLOCKS WET THE HOLLOW BLOCKS THOROUGHLY BEFORE USING. THE FIRST ROW OF THE BLOCKS MUST BE THOROUGHLY ANCHORED TO THE CONCRETE. THE EXPOSED SURFACE OF THE CONCRETE HOLLOW BLOCKS, WITHOUT SPECIFIC FINISH, SHALL BE FINISHED WITH A TOTAL OF 1/2INCH CEMENT MORTAR CONSISTING OF ONE BAG PORTLAND CEMENT, AND FOUR (4) CUBIC FEET OF CLEAN RIVER SAND PROPERLY SCREENED AND ALL THOROUGHLY MIXED TOGETHER BEFORE THE NECESSARY AMOUNT OF WATER IS ADDED TO FORM A WORKABLE MIX. CEMENT MORTAR HOLLOW BLOCKS SHALL BE COMPLETED OR COMPLETELY FILED WITH THE ABOVED-MENTIONED CEMENT MORTAR OR PER GRAVEL AS THE CASE MAY BE. III. HOMOGENOUS FLOOR TILES HOMOGENOUS FLOOR TILES SHALL BE USED WHEREVER SO INDICATED ON THE PLANS. THEY SHALL BE UNGLAZED, FIRST CLASS QUALITY OF THE LOCAL MANUFACTURER, WHILE 4 ¼ X 4 ¼ FREE FROM LAMINATIONS, SERRATED EDGES, SHIPPED-OFF CORNERS AND OTHER IMPERFECTIONS, AFFECTING THEIR QUALITY, APPEARANCES AND STRENGTH. THEY SHALL BE SOAKED IN WATER AND EMBEDDED TO AN, FIRM AND PROPERLY SLOPED SURFACED ON 1:2 CEMENT MORTAR BASE. JOINTS BETWEEN TILES SHALL BE FILLED WITH NEAT WHITE CEMENT AND CAREFULLY MIXED. IV. QUALITY AND PROPORTIONING CONCRETE: THE QUALITY OF THE PROPORTIONING CONCRETE SHALL BE AS PER BUREAU OF PUBLIC WORKS STANDARDS. CLASS A (1:2:4) CONCRETE MIXTURE FOR ALL FOOTING, FOUNDATIONS,WALL FOOTING AND COLUMN. CLASS B (1:2:4) MIXTURE FOR CONCRETE SLABS ON FILL. (1:2) MORTAR MIX FOR ALL PLASTERING (1:3:4) MIXTURE FOR THE CHB LAYING AND FILL. Downloaded by Jessa Gebana (jessagebana1224@gmail.com) lOMoARcPSD|23385134 ITS IS BEING RECOGNIZED THAT AN EXCESS OF GAUGING WATER SERIOUSLY REDUCES THE STRENGTH OF THE CONCRETE, THE MIXTURE SHOULD BE MADE AS DRY AS POSSIBLE, TO PRODUCE A WORKABLE CONCRETE, ALL BATCHES ON SLOPPY CONCRETE SHAL BE WET ENOUGH TO BE SPADED AND WORKED INTO PLACED. V. PLASTERING FINISHING COATS OF PLASTER FINISHED WALL SHALL BE PROPORTIONED AT 1:2 (ONE PART CEMENT AND TWO PART SAND) FINISHED PURE CEMENT TO INSURE SMOOTH SURFACE FOR THE INTERIOR WALLS AND WOODEN TROWEL FINISH FOR EXTERIOR WALL OF THE BUILDING. CARPENTRY AND JOINERY WORKS I. GENERAL CONDITIONS THE WORKS TO BE DONE UNDER THIS ITEM SHALL INCLUDE THE FURNISHING OF ALL LABORS AND MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE COMPLETION FOR ALL CARPENTRY WORKS THROUGHOUT THE ENTIRE BUILDING. A. LUMBER SHALL BE APPROVED QUALITY AND OF THE RESPECTIVELY KINDS REQUIRED FOR THE VARIOUS PART OF THE WORK, SHALL BE SEASONED, THOROUGHLY DRY, STRAIGHT AND FREE FROM LARGE, LOOSE AND UNSOUND KNOT, SAPS, STATES OF THE OTHER IMPERFECTIONS IMPAIRING ITS STRENGTH, DURABILITY AND APPEARANCES. B. ALL EXPOSE WOODWORKS SHALL BE SMOOTHLY DRESSED. II. FRAMES ALL FRAMING SHALL BE CONE AS CAREFULLY FITTED MORTISE AND TENNON JOINTS. ALL DOORS, WINDOWS, TRANSOMS OR OTHER OPENING WHERE SO INDICATED ON PLANS SHALL HAVE FRAME AND SILLS OF THE DIMENSION OR AS HEREIN AFTER DETAILED, AND ALL FRAMES COMING IN CONTACT WITH CONCRETE SHALL ANCHORED BY MEANS OF 5” LONG O.W. NAILS SPACED NOT LESS THAN 10” APART ALL AROUND THE CONTACT SURFACE. III. WORKMANSHIP WOOD MOULDINGS, WINDOW SILLS AND HEADERS, CABINET, SASHES, DOORS, DOOR FRAMES AND RELATED WOOD WORKINGS AND/OR CALLED FOR ON PLANS AND IN THE SPECIFICATIONS SHALL BE FURNISHED TO THE CONTRACTOR UPON REQUEST. SCRIBING, METERING AND JOINING SHALL BE DONE ACCURATELY AND MOSTLY TO CONFORM WITH THE DETAILED. IV. DOORS Downloaded by Jessa Gebana (jessagebana1224@gmail.com) lOMoARcPSD|23385134 PANEL DOORS, WHERE SO SHOWN ON PLANS, SHALL BE RAISED ON BOTH FACES SET LOOSE AND NEITHER NAILED NOR GLUED IN PLACED. RAILS SHALL EXTEND THROUGH THE FULL WIDTH OF THE STILES, WITH MORTISE AND TENNON JOINTS, TWO PINS TO EACH TENNON WHERE POSSIBLE. ALL FLUSH DOORS SHALL BE DONE ACCORDANCE WITH THE FULL SIZE DETAILS AND OF THE LUMBER SPECIFIED HEREIN. THE PLYWOOD EDGE PROTECTION SHALL CONSIST IN RIBBITING IT AROUND IN THE OUTSIDE FRAME OF THE DOOR IN OR OUT PREVENT “PEELING-OFF” OF THE PLYWOOD NEARER AT THE EDGES. IV. PROTECTION OF WORK THE CONTRACTOR SHALL DO SUCH AS IN NECESSARY FOR THE OWNERS AND PROTECT ALL NEW WOOD STRUCTURES SUCH AS DOOR AND WINDOWS JAMBS, AND OTHER CARPENTRY WORKS OR MATERIALS FROM DAMAGE OF ANY CHARACTER. ANY WOOD WORK DAMAGED THOUGH NEGLECT OF THE ABOVE CAUSES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. TINNERY WORKS I. GENERAL CONDITIONS THE CONTRACTOR SHALL BE PROVIDED ALL ITEMS, ARTICLES, MATERIALS, OPERATION LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS AND /ON HEREIN, INCLUDING ALL LABOR. MATERIALS EQUIPMENT AND INCIDENTAL NECESSARY AND REQUIRED FOR THEIR COMPLETION. II. RIB TYPE SPAN ROOFING ALL ROOF SHEETS SHALL BE PRE-PAINTED RIB-TYPE ROOFING. III. RIDGE CAP AND ACCESSORIES RIDGE FLASHING SHALL BE PRE-PAINTED SHEETS. IV. LEADERS AND CONDUCTORS LEADERS AND CONDUCTORS SHALL BE FORMED FROM THE #26 GAUGE G.I. SHEET THAT MUST BE CONFORMED TO THE DRAWING AND WHERE SO LOCATED. ELECTRICAL WORKS I. SCOPE OF WORKS THE WORK COVERED BY THE SECTION OF THE SPECIFICATION CONSISTING IN FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES AND MATERIALS AND IN PERFORMING ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF COMPLETE INTERIOR WIRING SYSTEM. THE INSTALLATION SHALL BE COMPLYING WITH THE APPLICABLE RULES OF THE NATIONAL ELECTRIC CODE WHERE OTHERWISE NOTED ON THE DRAWING. Downloaded by Jessa Gebana (jessagebana1224@gmail.com) lOMoARcPSD|23385134 II. WIRING BRANCHES CIRCUIT CONDUCTORS SHALL BE SMALLER THAN NO. 14 AWG (AMERICAN WIRE GAUGE) EXCEPT THAT THE CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET OR JUNCTION BOXES. OUTLET SHALL BE INSTALLED IN THE LOCATION AS SHOWN WITH THE DRAWINGS. THE CONTRACTORS SHALL STUDY THE BUILDING PLANS IN RELATION TO THE SPACES SURROUNDING EACH OUTLET IN ORDERS THAT HIS WORK MAY BE FITTED TO THE OTHER WORKS REQUIRED BY THESE SPECIFICATIONS. III. WALL SWITCHES AND RECEPTACLES ALL FLUSH SWITCHES SHALL BE QUITE-MATIC STANDARD TO TOGGLE TYPE WITH BEVELED OR STAMPED FACE PLATES OF POLISHED OF LACQUIRED BAKE LIT OF EQUAL. IV. TESTS AFTER THE INSTALLATION OF ALL ELECTRICAL SYSTEM AND REPORTED IN WIRING BY THE CONTRACTOR TO BE STUDIED FOR ACCEPTANCE, TEST SHALL BE PERFORMED IN THE PRESENCE OF THE ARCHITECT-INCHARGE FOR ASSERTION WHETHER IT IS IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SPECIFICATIONS. SHOULD IT FAILS TO DO SO, THE CONTRACTOR SHALL AT ONCE REMEDY ALL DEFECTS AND ERRORS AND ANY ADDITIONAL TEST MAY BE REQUIRED SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR. V. LIGHTING FIXTURES ALL LIGHTING FIXTURES SHALL BE DONE BORNE FOR OUT BY THE OWNER. REQUIREMENTS TO P.D. 1185, FIRE CODE OF THE PHILIPPINES. 1. 2. 3. 4. ALL WOODEN COMPONENTS SPECIALLY THE ROOF FRAMING AND OTHER MATERIALS MADE WOOD SHOULD BE TREATED WITH FIRE RETARDANT APPLICATOR. INSTALLATION OF FIRE RETARDANT APPLICATION CONSTRUCTION OF FIRE EXIT ELECTRICAL WIRING SHALL OF STANDARD SIZE IN ACCORDANCE WITH THE PHILIPPINES ELECTRICAL CODE. ELECTRICAL WORKS I. SCOPE OF WORKS THE WORK FOR PLUMBING INSTALLATION SHALL BE INCLUDE THAT THE FURNISHING OF ALL LABOR AND MATERIALS, TOOLS, EQUIPMENTS, AND SERVICES NECESSARY FOR THE COMPLETION OF THE PLUMBING SYSTEM, INCLUDING ALL FIXTURE AND CONNECTIONS OF DRAINAGE PIPE IS PREFERRED TO INSURE DURABILITY. IT SHALL ALSO INCLUDE THE WATER SERVICE TO ALL FIXTURES WITHIN THE BUILDING. THE WATER SUPPLY PIPES , READY TO SERVICE. THE WATER METER AND TAPPING TO THE MAIN WATER SUPPLY SHALL BE AT THE COST OF THE OWNER. Downloaded by Jessa Gebana (jessagebana1224@gmail.com) lOMoARcPSD|23385134 II. FITTINGS , PIPES AND CONNECTORS ALL MATERIALS SHALL BE NEW. FIXTURES SHALL BE EQUIVALENT. ALL FITTING, PIPES AND CONNECTORS MUST BE PVC PIPE OR EQUIVALENT. ALL MATERIALS ON WASTE LINE SHALL BE SPECIFIED ON THE SPECIFICATION OF THE WORKING DRAWING OR EQUIVALENT. III. LOCATION AND SIZES ALL LOCATION OF PIPES SHALL CONFIRM TO THE GIVEN DIMENSIONS IN THE PLAN. SIZE DIFFERS ACCORDING TO THE SPECIFICATION OF PLAN. PAINTING WORKS I. GENERAL CONDITIONS THE CONTRACTOR SHALL FURNISH ALL LABORS, TOOLS AND MATERIALS NECESSARY FOR PAINTING OF ALL EXPOSED WOOD WORKS, AND CONCRETE HOLLOW BLOCKS AND THE VARNISHING OF THE WOOD WORK TO BE SPECIFIED BY THE ARCHITECT. ALL PAINT MATERIALS SHALL BE SUBJECTED TO INSPECTION AND APPROVAL OF THE ARCHITECT BEFORE ANY SUCH MATERIALS MAY BE USED. BOYSEN PAINTS OR ITS EQUIVALENT SHALL USED IN THIS CONSTRUCTION WITH TWO COATS FOR THE BOTH INTERIOR AND EXTERIOR. II. WOODWORKS WOOD SURFACES SHALL BE THOROUGHLY CLEANED, SMOOTHLY HAND DRESSED AND SAND PAPERED BEFORE ANY PAINT OR FINISHES IS APPLIED. ALL SAP, KNOWNS AND DEFECTS SHALL BE GIVEN A COAT OF SHER-LAC. III. COLOR ALL COLORS SHALL BE ACCORDANCE WITH THE SAMPLE TO BE APPROVED BY THE ARCHITECT OR OWNER. Downloaded by Jessa Gebana (jessagebana1224@gmail.com)
