Wall Construction Sample Clauses

Wall Construction. 6 - 7 5. Floor Construction. . . . . . . . . . . . . . . . . . . . . 7 - 8 6. Ceiling Construction. . . . . . . . . . . . . . . . . . . . 8

Wall Construction. EXTERNAL WALLS- AAC blocks work. • INTERNAL PARTITIONS- AAC blockswork. • OPENING- Max use of large opening onexternal faced. EXTERIORS: • WALLS- paint finish. • DRIVEWAY- Paver Block with accents in cobble stone, Exposed concrete kerb stone. • LANDSCAPE- Landscape with tree, garden, benches, game court, walkways, green wall etc. OTHERS: • Dedicated parking in stilts & open areas. • Branded switches & sockets with qualitycables & wiring. • Car wash space. • Lift 24X7 Security personnels & CCTV. • Car Charging Point has to Br there. STRUCTURE: • SUPERSTRUCTURE- Earthquake resistant RCC framed column beam structure. • BALCONIES (M.S. Railing) - Ceramic tiles in balcony/accessible terraces, skirting in balcony & terracesto be in ceramic tiles. • EXTERNAL OPENING- Peri Beam level of majority of the windows extends up to Lintel level. SCHEDULE – E (PROJECT AMENITIES) 01.COMMERCIAL ENTRY PLAZA 02.ENTRY PLAZA 03.SEATING PLAZA 04.GATHERING LAWN 05.FESTIVE GROUND 00.XXXXX LAWN 00.XXXXXXXX’S PLAY AREA 08.SAND PIT 00.XXXX CAMPING AREA 10.GOSSIP CPRNER 11.SENIOR CITIZEN CORNER 00.XXXXXX PLAZA 00.XXXX ZONE 00.XXXXXXXXXX ARTS COURT 15.REFLEXOLOGY PATH 16.SERPENTINE WALKWAY 17.JOGGING TRACK 18.MIYAWAKI FOREST 19.PAW PARK 20.AROMATIC GARDEN 21.ORNAMENTAL GRASS GARDEN 22.BUTTERFLY GARDEN 23.HAMMOCK GARDEN 24.MOUND 25.ROLLING MOUND 00.XXXX GOLF 00.XXXXXXXXX COURT 00.XXXX BASKETBALL COURT 29.SCULPTURE COURT 30.FEATURE WALL 00.XXX & CRAFTS ZONE

Wall Construction. Non-Load Bearing Rated Rated walls, ceilings and other enclosures shall be constructed of “Type-X” gypsum drywall board (thickness and number of layers per code) on metal studs sized appropriately by structural calculations for the height and width and class of wall required. Non-Load Bearing Non-Rated Non-Rated walls, ceilings and other enclosures shall be constructed of 5/8” thick gypsum drywall over 20 gauge by 3-5/8” minimum width metal studs Interior Walls Supporting Casework or Fixtures All interior walls that will be used to mount casework, appliances, or fixtures will have backing installed within the wall appropriate to support this item’s weight and forces acting applied to it.

Wall Construction a. The interior sides of all exterior concrete or block walls, and all interior concrete or block walls, are to be furred. b. All interior walls shall be constructed from floor to ceiling, at a minimum, unless otherwise noted and approved by COUNTY. c. All exposed interior walls shall be drywall finished, both sides, unless otherwise noted. d. All exposed interior walls in high traffic areas shall have corner guards, 48” high, stainless steel.

Wall Construction. Comment [EaR25]: A cohesive perimeter boundary is recommended. The LUP reflects a wall not fence around the entire perimeter. Comment [EaR24]: From c below

Wall Construction. Full height sound partition (where noted on plan): Full height double staggered stud sound partition: 3-5/8” UltraSteel framing studs with QuietRock 527 5/8” type “X” panels on each side for an 55 STC rating. Thermalfiber SAFB in frame cavity. • 10th floor: Large conference room, 2 private offices + meeting room on SW corner • 9th floor: Large conference room • Typical partition: 2-1/2” 25 gauge steel studs at 24” o.c. with 5/8” type “X” gypsum wallboard. Sound insulation in frame cavity. • Gypsum wallboard system (GWB): Level 4 finish at all walls except where noted.

Wall Construction. The exterior walls will utilize cold-formed metal studs. The cold-formed metal studs will likely be six (6) inch deep by eighteen (18) gauge spaced at sixteen (16) inches on-center with exterior sheathing. Multiple studs will be located at larger window openings, shearwall holddown locations and under required roof locations. Depending on the sheathing type, location and lateral loads, some walls may have light-gage coil strap bracing fastened to the wall stud flanges to act as shearwalls. Vertical lateral force resisting systems will utilize exterior and interior cold-formed metal framed shearwalls with a holddown system. Wall sheathing or light-gage coil strapping will be secured to the studs with the specified fastener spacing to achieve the required vertical lateral load capacity. Shearwalls will be secured to the masonry foundation stem wall with epoxy anchors and shear fasteners, as required to transfer the lateral loads to the foundation

Wall Construction. An architectural precast concrete wall that replicates the look of masonry, natural rock or brick at least six feet in height with equally spaced columns shall be constructed around the entire perimeter of the subject property. The wall constructed on each perimeter shall be of a consistent material.

Wall Construction. Standard One Hour Rated Full-Height Wall

Wall Construction