Joints Sample Clauses

Joints. Joints shall be restricted to 6 mm in first class brickwork and 10mm in second class brick work. All bed joints shall be normal to the pressure upon them, radial in arches and at right angles to the face in battered retaining walls. Care shall be taken that all joints are fully mortared (proportion as specified in the schedule items) well flushed up and in case where no pointing to be done, neatly struck at the work proceeds. The joints in faces which are to be plastered or pointed shall be squarely raked out to a depth of 12 mm while the mortar is still green. The raked joints shall be well brushed to remove loose particles. After the work the faces of work shall be cleared well by brush so as to remove any splashed mortar during the course of raising the brickwork.
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Joints. 1. Push-On Type:
Joints a. Ductile iron pipe for below ground service shall have push-on or mechanical joints, unless otherwise required by the Town and shall conform to AWWA C151.
Joints. A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.
Joints. All joints shall be made at main switches, distribution board socket and switch boxes only. No joints shall be made in conduits & junction boxes. Conductors shall be continuous from outlet to outlet.
Joints. Unless detailed otherwise, all pipes and fittings shall have welded joints. However, as necessary flanged joints shall be provided. The use of butt welded joints for joining pipes shall be in accordance with Clause
Joints. All sealant and caulk joints shall be in good condition, free from voids and gaps, water-tight and maintained in such condition throughout the initial term including any/all subsequent renewals.
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Joints a. Joints for PVC service pipe shall be solvent cement welded.
Joints. Major joints shall be double doweled or mortise and tendon construction with corner blocks that are screwed and glued. Metal fasteners should be used where appropriate to ensure commercial frame strength. SPRINGS Sinuous wire springs shall be used in seats and backs of all seating. Seat springs shall be 8 gauge, back springs shall be 11 gauge. Springs shall be attached using steel clips. Seat springs shall be covered with a steel wire flexolator or equal product. Springs shall be of sufficient number to ensure even weight distribution during use. Seat decking (not self deck) shall be used. A woven synthetic material shall be used to cover back springs with foam applied on top. Springs shall be of sufficient quality to retain 95% memory for five (5) years. FOAM All foam used for seat cushions shall be a minimum 1.8 density, ILD 22-26. Foam used for the backs shall be a minimum of 1.5 density, ILD 15. All foam shall pass the requirements of California Bulletin 117. Foam shall be covered in one inch layer of Dacron Batting. Foam shall be of sufficient quality to retain 85% memory for five (5) years. SEATS Desk/dining chairs - seat may be constructed using one of the three following methods:
Joints. The formation of all joints shall be made in such a manner as to ensure a continuous bond between the courses and obtain the required density. All contact surfaces shall be given a tack coat of asphalt binder prior to placing any fresh mixture against the joint. The longitudinal joint in any layer shall offset that in the layer immediately below by approximately six inches; however, the joint in the top layer shall be at the centerline of the pavement if the roadway comprises two lanes of the width, or at lane lines if the roadway is more than two lanes in width. The transverse joint in any layer shall offset that in the layer immediately below by approximately six feet. All transverse joints between existing and new pavement shall be "heeled-in" to the existing surface at the beginning and at the end of the project and at all other locations where the new pavement terminates against an existing pavement. Transversejoints between one day's production and the next shall be carefully constructed and shall be formed by cutting back into the existing section to expose the full depth of the course. All joints shall be squared up to the full vertical depth of the course to be placed, and a tack coat of asphalt material shall be applied. Joints adjacent to curbs, gutters, or adjoiningpavement shall be formed by transportingback sufficient hot material to fill any space left uncovered by the paver. Longitudinal joints which are irregular, damaged, un-compacted, or otherwise defective shall be cut back to expose a clean, sound surface for the full depth of the course. The longitudinal joint between adjacent mats shall be set up to a sufficient height to receive the full compactive effort from the rollers and shall be tacked prior to placing adjacent material Transverse joints shall be checked for smoothness with a ten foot straight edge provided by the Contractor. All surface irregularities shall be corrected prior to proceeding with paving operations. 496.11 - PROTECTION OF PAVEMENT AND TRAFFIC CONTROL: Shall meet the requirements of Sections 401.11. 496.12 - METHOD OF MEASUREMENT: HPTO will be measured by the ton (Mg), or square yard (square meter). If the project is to be paid by the ton, the quantity will be determined by the Contractor from the total weight slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant, and certified by the Contractor as correct. If the project is to be paid ...
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