School of Fashion.

Jomo Kenyatta University of Agriculture and Technology, School of Architecture and Building Sciences, Department of Architecture

Project idea

A Fusion of Fabric and Form.
This project of the School of Fashion Design nestled in an eco-conscious landscape situated at Jomo Kenyatta University of Agriculture and Technology, the School of Fashion Design reimagines learning spaces as immersive experiences where architecture meets artistry. With a bold interplay of sculptural geometry, natural materials, and sustainable design strategies, this institution celebrates creativity through light-filled studios, adaptable exhibition zones, and nature-integrated courtyards. From reclaimed timber pergolas to textile-inspired façades and skylit atriums, every element is tailored to nurture innovation, collaboration, and the future of fashion in a space as dynamic as the craft itself.

Project description

The project consists of Parking Slots, ADMINISTRATION BLOCK -Reception area, Lecture offices, Accountant, manager's office, call center, boardroom. ACADEMIC BLOCK-4no. Studio classes, Fashion design runway, library, computer, and research lab,

Technical information

This implies identifying each distinct element, describing its form, material (or apparent material), and location, and mentioning any notable features.

Disclaimer: These remain preliminary specifications based only on the visual rendering. Actual construction requires detailed drawings, engineering, code compliance, and specific product selection by qualified professionals. Dimensions are illustrative or noted as "Per Drawings" (P/Drwgs). Metric units are used where appropriate.

A. Structure

Foundations

Dimensions (Metric): Width, depth, thickness P/Structural Drwgs. Reinforcement size/spacing P/Structural Drwgs.
Finishes: N/A (Below grade). Exposed top surface: Light broom or float finish before subsequent work.
Type of Materials: Reinforced Concrete (Min. 25-30 MPa compressive strength at 28 days, specific mix design P/Specs); Steel Reinforcement (Deformed bars, Grade P/Specs, e.g., CSA G30.18 Grade 400R or ASTM A615 Grade 60).
Joint Connection: Construction joints with keyways/dowels P/Structural Drwgs. Reinforcement laps and ties P/Structural Drwgs.
Related Items: Formwork, vapor barrier (if under slab), granular fill, waterstops (if applicable).
Specialist Required: Geotechnical Engineer (for design input), Structural Engineer (design), Concrete Contractor (installation).

Primary Building Structure (Columns, Beams, Slabs - Concealed)

Dimensions (Metric): Section sizes, spans, slab thickness P/Structural Drwgs.
Finishes: N/A if concealed by finishes. If exposed (e.g., underside of slab), specify finish (e.g., smooth form finish, painted).
Type of Materials: Reinforced Concrete (as above) OR Structural Steel (Sections P/Drwgs, e.g., W-shapes ASTM A992/A572 Gr. 50; HSS ASTM A500 Gr. C).
Joint Connection: Concrete: Rebar laps/ties P/Drwgs. Steel: Bolted (e.g., ASTM A325/F3125 bolts) or Welded connections P/Structural Drwgs & Details. Shear studs for composite action P/Drwgs.
Related Items: Fireproofing (spray-applied fire-resistive material - SFRM, intumescent paint, or concrete encasement - rating P/Code & Drwgs), metal decking (for composite steel floors).
Specialist Required: Structural Engineer (design), Concrete Contractor OR Steel Fabricator/Erector.

Central Canopy Structure - Columns

Dimensions (Metric): Circular HSS. Diameter and wall thickness P/Structural Drwgs (e.g., HSS 323.9 x 9.5 mm). Height P/Architectural & Structural Drwgs.
Finishes: Shop Primer (e.g., SSPC-SP 6) + Epoxy Intermediate Coat + Polyurethane Top Coat. Color: TBD (e.g., Medium Grey). Gloss Level: Semi-gloss.
Type of Materials: Steel Hollow Structural Sections (HSS), ASTM A500 Grade C. Steel Base Plates (ASTM A36). Anchor Bolts (e.g., ASTM F1554 Grade 36). Non-shrink Grout.
Joint Connection: Full penetration welds or bolted end plate connections to beams/trusses P/Structural Details. Base plate connection with anchor bolts set in concrete foundation, leveled with non-shrink grout P/Structural Details.
Related Items: Base plates, anchor bolts, leveling nuts, grout, primer/paint system.
Specialist Required: Structural Engineer (design), Steel Fabricator/Erector, Painting Contractor.

Central Canopy Structure - Trusses/Beams

Dimensions (Metric): Depth, width, length, profile P/Structural Drwgs (e.g., Glulam Beam 215 mm wide x 608 mm deep).
Finishes: Exterior-grade penetrating sealant (clear) or semi-transparent stain (color TBD). All faces and ends sealed before erection.
Type of Materials: Glue-Laminated Timber (Glulam). Species: Douglas Fir or Spruce-Pine-Fir (SPF). Appearance Grade: Architectural or Premium (sides surfaced, eased edges). Adhesive: Wet-use adhesive. Preservative Treatment: If required by exposure/code.
Joint Connection: Concealed steel knife plates with bolts/dowels, or exposed painted steel bracket connections P/Structural Details. Connections designed to accommodate wood movement.
Related Items: Custom steel connectors/brackets, bolts, dowels, end cap flashing (if applicable), sealant at connections.
Specialist Required: Structural Engineer (design), Glulam Manufacturer, Carpenter or Steel Erector (depending on connection complexity).

Central Canopy Structure - Roofing Slats/Purlins

Dimensions (Metric): Slats: e.g., 38 mm thick x 140 mm wide, Spacing approx. 100 mm (Verify P/Drwgs). Purlins: Size P/Structural Drwgs (e.g., 89 x 235 mm Solid Timber or Glulam).
Finishes: Matching Glulam Beams (Exterior sealant/stain).
Type of Materials: Slats: Solid Timber, Species matching or compatible with beams (e.g., Douglas Fir S4S, E4E). Purlins: Solid Timber or Glulam. Fasteners: Stainless Steel (Type 304 or 316).
Joint Connection: Slats screw-fastened to purlins (consider concealed fastening system or countersunk screws with plugs). Purlins connected to main beams via concealed hangers or bolted brackets P/Structural Details.
Related Items: Fasteners, purlin hangers/brackets.
Specialist Required: Carpenter.

Elevated Walkway/Bridge Structure - Piers

Dimensions (Metric): Footprint, height, wall thickness P/Structural Drwgs. Masonry unit size (See B.1).
Finishes: Masonry facing (See B.1). Top surface prepared to receive deck structure.
Type of Materials: Reinforced Concrete core structure (as A.1). Masonry facing (See B.1).
Joint Connection: Core structure P/Structural Drwgs. Masonry ties connecting facing to core P/Details.
Related Items: Masonry facing materials, ties, flashing, weep holes.
Specialist Required: Structural Engineer (design), Concrete Contractor, Masonry Contractor.

Elevated Walkway/Bridge Structure - Deck

Dimensions (Metric): Span, width, thickness P/Structural Drwgs.
Finishes: Top: Prepared for paving/wearing surface. Underside: Exposed concrete finish (e.g., Smooth Form Finish) or painted.
Type of Materials: Reinforced Concrete Slab or Precast Concrete Planks on supporting beams (Steel or Concrete P/Drwgs). Wearing Surface: Concrete Pavers or Architectural Concrete Topping (P/Drwgs).
Joint Connection: Bearing connections to piers/beams P/Structural Details. Expansion joints P/Drwgs. Paver joints (if used) filled with sand.
Related Items: Waterproofing membrane (if required), drainage system (scuppers/internal drains), paving materials, supporting beams, expansion joint assemblies.
Specialist Required: Structural Engineer (design), Concrete Contractor or Precast Supplier/Erector, Paving Contractor (for wearing surface).

B. Exterior Walls & Cladding

Masonry Walls/Piers (Facing)

Dimensions (Metric): Brick Unit: e.g., Modular (190 L x 90 W x 57 H mm) or Norman (290 L x 90 W x 57 H mm). Mortar Joints: 10 mm wide. Cavity Width: e.g., 50 mm (Verify P/Details).
Finishes: Brick: Natural face texture, Color: Light Tan/Beige blend (Submit Samples for Approval). Mortar: Concave tooled profile, Color: Buff or Light Grey (Match Sample).
Type of Materials: Facing Brick: ASTM C216, Grade SW, Type FBX. Mortar: Type N or S Masonry Cement Mortar (ASTM C270 / CSA A179). Wall Ties: Stainless Steel (Type 304), corrugated or wire type P/Drwgs.
Joint Connection: Running Bond pattern. Fully filled head and bed joints. Control/Expansion Joints: Location/width P/Drwgs, filled with backer rod and sealant.
Related Items: Backup wall (CMU or Stud Framing P/Drwgs), Air/Vapor Barrier membrane (self-adhered or liquid applied P/Specs), Cavity Insulation (e.g., 50mm Rigid Mineral Wool or XPS P/Specs), Flashing (Stainless steel or copper, gauge P/Specs at base, sills, heads, coping), Weep Holes/Vents (e.g., plastic or mesh vents @ 600-800mm o.c. above flashing), Lintels (Steel angle or precast concrete P/Drwgs), Sealant (at control joints, perimeter of openings).
Specialist Required: Masonry Contractor.

Wood Cladding (Curved Sections - Rainscreen)

Dimensions (Metric): Profile: e.g., 19 mm thick x 140 mm nominal width (130 mm exposed face) Shiplap or T&G. Lengths: Random or Specified. Air Gap: Min. 19 mm.
Finishes: Factory-applied penetrating clear sealant or semi-transparent exterior stain (specify product & color, e.g., Sikkens Cetol SRD, Color TBD). All sides and ends coated.
Type of Materials: Siding: Western Red Cedar (Grade P/Specs, e.g., A&Btr Clear VG), Ipe, Accoya, or Thermally Modified Wood. Furring: Pressure Treated softwood (e.g., 19 x 38 mm or 19 x 64 mm). Fasteners: Stainless Steel (Type 304 or 316) screws or proprietary concealed clips.
Joint Connection: Interlocking profile (T&G/Shiplap). Fastened through furring strips into substrate. Vertical butt joints staggered, potentially with sealant or spline depending on profile. Inside/Outside corners detailed P/Drwgs (e.g., mitered, corner boards).
Related Items: Weather Resistive Barrier (WRB) behind furring (e.g., high-perm membrane like Tyvek CommercialWrap), Vertical Furring strips (@ max 400-600 mm o.c.), Insect Screen (at base and top of air gap), Starter Strip, Trim pieces.
Specialist Required: Siding Contractor / Carpenter.

Dark Panel Cladding (e.g., ACM)

Dimensions (Metric): Panel Thickness: e.g., 4 mm or 6 mm. Panel Module Size: P/Architectural Drwgs (e.g., 1200 x 2400 mm max, variable). System Depth (incl. air gap/girts): Approx. 75-100 mm.
Finishes: PVDF Fluoropolymer paint finish (e.g., Kynar 500 / Hylar 5000, 70% resin minimum). Color: Dark Bronze or Charcoal (Match Sample). Gloss: Matte or Low Gloss (10-30 units).
Type of Materials: Aluminum Composite Material (ACM) panels with Fire-Resistant (FR) core. Aluminum Skins: e.g., 0.5 mm thick. Mounting System: Manufacturer's standard engineered rainscreen system (e.g., extruded aluminum rails/clips). Sub-girts (if req'd): Galvanized Steel or Aluminum.
Joint Connection: Rout-and-return system with interlocking dry-seal gasketed joints or wet-seal joints with sealant P/Manufacturer's system & Details. Panel clips fastened to sub-girts/framing. Thermal isolation tape between dissimilar metals.
Related Items: Sub-girts, thermal isolation tape, gaskets, sealant (if wet system), perimeter flashing/closures, fasteners. Air/Vapor Barrier and Insulation behind system P/Wall Assembly Drwgs.
Specialist Required: Exterior Panel/Cladding Contractor.

Architectural Fins/Louvers (Dark Vertical)

Dimensions (Metric): Profile Size: P/Architectural Drwgs (e.g., 50 mm wide x 200 mm deep). Spacing: P/Drwgs (e.g., 300 mm o.c.). Length: P/Drwgs.
Finishes: Powder Coat (e.g., AAMA 2604 or 2605) or Class I Anodized Finish. Color: Matching Dark Panel Cladding.
Type of Materials: Extruded Aluminum Alloy 6063-T5 or similar. Brackets: Aluminum or Stainless Steel. Fasteners: Stainless Steel.
Joint Connection: Custom mounting brackets welded or bolted to fins, mechanically fastened back to primary building structure (concrete or steel) P/Structural & Architectural Details. Concealed fasteners where possible.
Related Items: Mounting brackets, fasteners, structural blocking/embed plates, sealant at penetrations through WRB.
Specialist Required: Architectural Metal Fabricator/Installer.

Simple Grey Walls (Adjacent Building - Assume EIFS)

Dimensions (Metric): System Thickness: Insulation Thickness (e.g., 50 mm or 75 mm) + Base/Finish Coats (~5 mm).
Finishes: 100% Acrylic Textured Finish Coat. Texture: Medium Sand or Swirl (Match Sample). Color: Light Grey (Match Sample).
Type of Materials: Exterior Insulation and Finish System (EIFS): Insulation Board (e.g., EPS Type I or II, or Mineral Wool); Adhesive/Mechanical Fasteners; Glass Fiber Reinforcing Mesh (Standard or High Impact); Base Coat; Primer (optional); Finish Coat. System Manufacturer: e.g., Dryvit, Sto, Senergy (Specify one or allow equals).
Joint Connection: Control joints P/Drwgs (aligned with substrate joints), filled with backer rod and sealant. System terminations at openings, roof, grade P/Manufacturer's Details. Mesh lapped per manufacturer.
Related Items: Substrate (CMU, concrete, or exterior sheathing P/Drwgs), Sealant (compatible with EIFS), Backer Rod, Termination profiles/flashings, Starter track with weep holes.
Specialist Required: EIFS Contractor.

C. Roofing

Sloped Textured Roofs (Asphalt Shingles)
Dimensions (Metric): Shingle Exposure: P/Manufacturer Specs (e.g., ~143 mm). Roof Slope: P/Architectural Drwgs.
Finishes: Granular surface texture. Color: Dark Grey/Charcoal Blend (Manufacturer's color name TBD, submit samples).
Type of Materials: Architectural Laminated Asphalt Shingles: ASTM D3462, UL Class A Fire Rating, Wind Rating P/Specs (e.g., ASTM D7158 Class H), Algae Resistant (AR). Underlayment: Synthetic Roofing Underlayment (ASTM D226 Type II equivalent or better). Eaves Protection: Self-Adhering Polymer Modified Bitumen Membrane ("Ice & Water Shield"), min 900mm wide. Drip Edge: Prefinished Galvanized Steel or Aluminum (min 26 ga / 0.5 mm), color to match fascia or shingles.
Joint Connection: Shingles overlapped and nailed per manufacturer's instructions (number/location of nails critical for wind rating). Self-sealing strips activated by sun. Ridge/Hip shingles site-formed or manufacturer's accessory units.
Related Items: Roofing nails (galvanized, length per code/deck thickness), Ridge Vent system, Pipe Flashings (Neoprene boot type or lead), Step/Apron/Counter Flashing at walls (prefinished metal), Valley flashing (Woven shingle or metal valley P/Drwgs), Starter Shingles, Gutters & Downspouts (e.g., Prefinished Aluminum, size/profile P/Drwgs).
Specialist Required: Roofing Contractor.

Central Canopy Roof

(Covered under A.5 - Wood Slats/Purlins). Provides shade, not waterproofing.

Specialist Required: Carpenter.

Glass Dome/Skylight
Dimensions (Metric):: Overall Diameter/Shape P/Drwgs. Framing Member Size: P/Skylight Engineer's calculations. Glazing Unit Thickness: e.g., ~25-30 mm overall (6mm+12mm+6mm). Bay Spacing: P/Drwgs.
Finishes: Aluminum Framing: Powder Coat (AAMA 2604/2605) or Class I Clear Anodized finish (Color TBD). Glazing: Visible Light Transmittance (VLT), Solar Heat Gain Coefficient (SHGC), U-Value P/Energy Specs. Possible Tint: Neutral Grey or Blue.
Type of Materials: Framing: Extruded Aluminum Skylight System (Alloy 6063-T5 or T6), Thermally Broken. Glazing: Insulated Glass Units (IGUs). Outer Lite: e.g., 6mm Tempered Glass. Spacer: e.g., 12mm Argon-filled with warm-edge technology. Inner Lite: e.g., 6+6mm Laminated Safety Glass (PVB interlayer). Low-E Coating: Sputtered type on Surface #2 or #3 P/Performance Specs. Sealants: Structural Silicone (for glazing), Weather Sealants (Silicone or Butyl). Gaskets: EPDM.
Joint Connection: Glazing captured by pressure plates with EPDM gaskets, or structurally silicone glazed (SSG) P/System Design. Framing members mechanically joined (screw spline or shear blocks) and sealed. System anchored to supporting curb P/Manufacturer's details. Integral condensation gutters weeped to exterior.
Related Items: Supporting Curb (Concrete or Steel P/Drwgs), Flashing/Counterflashing integrated with roofing, Sealants, Fasteners.
Specialist Required: Skylight Manufacturer/Supplier (with engineering), Glazing Contractor/Skylight Installer.

D. Fenestration (Windows & Glazed Walls)

Curtain Walls (Triangular/Diamond Mullions)

Dimensions (Metric): Overall Height/Width P/Drwgs. Mullion Spacing (Grid): P/Drwgs. Mullion Depth/Width: P/Structural & System requirements. Glazing Thickness: ~25-30 mm IGU.
Finishes: Aluminum: Powder Coat (AAMA 2604/2605) or Class I Anodized (Color TBD, match other fenestration). Glazing: VLT, SHGC, U-Value, Tint P/Energy Specs. Spandrel: To match appearance of vision glass.
Type of Materials: System: Aluminum Stick-Built or Unitized Curtain Wall, Thermally Broken, Pressure Equalized Rainscreen design. Aluminum: Alloy 6063-T5 or T6. Glazing: IGUs (Vision Areas): Outer - 6mm Tempered; Space - 12mm Argon; Inner - 6mm Heat Strengthened or Tempered (Laminated if required by code/height). Low-E on #2 or #3. Spandrel Areas: IGU with ceramic frit or film on inner surface, or monolithic tempered glass with insulated backpan. Thermal Break: Polyamide struts or poured-and-debridged polyurethane.
Joint Connection: Mullions connected via shear blocks or screw splines. Glazing captured with pressure plates/covers and EPDM gaskets, or Structurally Silicone Glazed (SSG). System anchored to building structure (floor slabs/columns) with engineered anchors allowing for movement. Perimeter sealed with silicone sealant.
Related Items: Anchorage system, Spandrel backpans & insulation, Interior mullion trim/closures, Sealants (Weatherseal, Structural Silicone, Air Seal), Gaskets, Setting Blocks, Anti-walk blocks.
Specialist Required: Curtain Wall Manufacturer/Supplier (with engineering), Glazing Contractor.

Rectangular Windows (In Brick Walls)

Dimensions (Metric): Size P/Window Schedule. Frame Depth: e.g., 75-100 mm (to suit wall construction). Glazing Thickness: ~25 mm IGU.
Finishes: Aluminum Frame: Thermally Broken, Powder Coat (AAMA 2604/2605) or Anodized Finish (Color TBD, e.g., Dark Bronze). Glazing: VLT, SHGC, U-Value P/Energy Specs.
Type of Materials: System: Aluminum Window System (Fixed or Operable Type P/Schedule, e.g., Casement, Awning, Fixed Lite), Thermally Broken. Aluminum: Alloy 6063-T5 or T6. Glazing: IGUs: Outer - 6mm Tempered or Annealed; Space - 12mm Argon; Inner - 6mm Annealed or Heat Strengthened. Low-E on #2 or #3. Hardware: Manufacturer's standard, finish TBD (e.g., stainless steel, matching frame).
Joint Connection: Window unit installed plumb/level/square into prepared opening. Secured with installation clips/screws P/Manufacturer's instructions. Perimeter joint sealed with backer rod and compatible sealant (e.g., silicone). Internal wet seal or drained glazing pocket.
Related Items: Installation fasteners, shims, backer rod, perimeter sealant, interior trim, sill flashing integrated with WRB/wall flashing.
Specialist Required: Window Manufacturer/Supplier, Glazing Contractor/Window Installer.

Circular Windows (In Masonry Piers)

Dimensions (Metric): Diameter P/Window Schedule. Frame Depth: To suit masonry wall thickness. Glazing Thickness: ~25 mm IGU.
Finishes: Aluminum Frame: Thermally Broken, Powder Coat or Anodized (Color TBD). Glazing: VLT, SHGC, U-Value P/Energy Specs.
Type of Materials: System: Aluminum Fixed Circular Window, Thermally Broken. Aluminum: Alloy 6063-T5 or T6. Glazing: IGUs: Outer - 6mm Tempered; Space - 12mm Argon; Inner - 6mm Tempered or Laminated (if needed for safety). Low-E on #2 or #3.
Joint Connection: Unit installed into prepared circular masonry opening. Secured and sealed P/Manufacturer's instructions. Perimeter joint with backer rod and sealant.
Related Items: Fasteners, shims, backer rod, sealant, interface with masonry flashing.
Specialist Required: Window Manufacturer/Supplier, Glazing Contractor/Window Installer.

E. Site Work & Landscaping

Paved Plazas/Walkways (Concrete Pavers)

Dimensions (Metric): Paver Units: Various rectangular sizes for pattern (e.g., 200x200, 200x300, 300x300 mm), Thickness: 80 mm (for light vehicular/pedestrian). Joint Width: 2-5 mm. Bedding Sand Depth: 25 mm. Base Course Thickness: P/Geotech Report (e.g., 150-200 mm).
Finishes: Paver Surface: Smooth top or textured, Colors: Medium Grey main field, Dark Grey accents (Submit Samples). Pattern: Random Ashlar or T-Pattern variation P/Site Plan.
Type of Materials: Pavers: Interlocking Concrete Pavers (ASTM C936). Bedding Course: Washed Concrete Sand (ASTM C33). Jointing Sand: Fine Dry Sand (ASTM C144) or Polymeric Sand. Base Course: Compacted Granular Aggregate (e.g., ¾" minus crushed stone, P/Local Specs). Edge Restraint: Concrete Curb (See E.3), or Heavy Duty Plastic/Aluminum Edging secured with spikes. Geotextile Fabric: If required between subgrade and base P/Geotech.
Joint Connection: Pavers interlocked. Joints swept full with sand (compacted if regular sand, activated if polymeric sand). Edge restraint prevents lateral movement.
Related Items: Edge restraint, base/subbase materials, jointing sand, geotextile (if req'd), compaction equipment.
Specialist Required: Geotechnical Engineer (for base design), Civil Engineer (grading/drainage), Landscape Contractor or Paving Contractor.

Roadways/Parking Areas (Asphalt)

Dimensions (Metric): Pavement Widths: P/Civil Drwgs. Thickness: Binder Course (e.g., 75 mm) + Wearing Course (e.g., 50 mm). Total P/Geotech & Civil Drwgs. Line Widths: 100 mm. Stall dimensions P/Drwgs.
Finishes: Smooth, compacted asphalt surface. Line Markings: White or Yellow P/Traffic Plan.
Type of Materials: Hot Mix Asphalt Concrete (HMAC): Mix Design P/Local DOT Specs (specify binder type PG grading, aggregate size/gradation). Tack Coat: Emulsified asphalt between lifts. Base Course: Compacted Granular Aggregate (Thickness P/Geotech). Pavement Markings: Thermoplastic or Traffic Paint (specify type/durability).
Joint Connection: Longitudinal and transverse construction joints properly compacted. Connection to curbs/adjacent pavement sealed or saw-cut & sealed if required.
Related Items: Base/Subbase materials, tack coat, compaction equipment, line striping equipment, traffic control during construction.
Specialist Required: Geotechnical Engineer, Civil Engineer, Paving Contractor.

Curbs (Concrete)

Dimensions (Metric): Profile: P/Civil Drwgs (e.g., 150 mm wide x 300 mm deep Barrier Curb with 150 mm reveal). Lengths continuous between joints.
Finishes: Exposed surfaces: Steel trowel or light broom finish. Top/Face smooth.
Type of Materials: Cast-in-Place Concrete (Min. 25 MPa). Air Entrainment: Yes (for freeze-thaw durability). Reinforcement: If required P/Civil Drwgs.
Joint Connection: Contraction Joints (scored or saw-cut) at ~3-5 m intervals. Expansion Joints (full depth with pre-molded filler) at ~15-20 m intervals and at structures P/Civil Drwgs.
Related Items: Formwork, granular base, expansion joint filler (e.g., asphalt impregnated fiberboard), sealant (at some joints if specified), curing compound or method.
Specialist Required: Civil Engineer (design), Concrete Contractor / Site Work Contractor.

Landscaping (Lawn & Planting Beds)

Dimensions (Metric): Bed Edges/Lawn Areas: P/Landscape Drwgs. Topsoil Depth: Min. 150 mm (lawn), 300-450 mm (planting beds). Mulch Depth: 75 mm.
Finishes: Lawn: Healthy, dense green grass. Mulch: Uniform layer, natural color.
Type of Materials: Lawn: Sod or Seed Mix (Species appropriate for climate, sun/shade conditions, use - e.g., Kentucky Bluegrass/Fescue blend). Topsoil: Screened sandy loam blend with organic compost (specify composition). Mulch: Double or Triple Shredded Hardwood Bark Mulch (natural color). Plants: Per Plant Schedule P/Landscape Architect (specify species, size, condition). Edging: Brick or Concrete (matching site elements) or Spade Edge.
Joint Connection: N/A for materials. Edging installed continuously.
Related Items: Soil amendments, fertilizer, irrigation system (specify type: drip, spray heads), root barriers (near pavement), tree stakes/guying (if req'd).
Specialist Required: Landscape Architect (design), Landscape Contractor.

Site Furnishings & Sculptures

Dimensions (Metric): Benches: e.g., 1800 mm L x 600 mm W x 800 mm H (seat height ~450 mm). Sculptures: P/Artist or Fabricator Specs. Footing size P/Structural Details based on weight/wind load.
Finishes: Benches: Wood slats - Penetrating oil finish or sealed; Steel frames - Powder Coat paint (Color TBD). Red Sculpture: Natural Rusted Finish (Corten). Other Sculptures: Bronze Patina or Painted Finish (Color/Gloss TBD).
Type of Materials: Benches: Wood Slats (e.g., Ipe, Cumaru, or thermally modified hardwood); Frames (Painted Steel - tube or flat stock). Red Sculpture: ASTM A588 or A606 Type 4 Weathering Steel (Corten). Other Sculptures: Cast Bronze or Fabricated Steel/Aluminum P/Specs. Footings: Reinforced Concrete (25 MPa min). Anchors: Stainless Steel or Galvanized Steel anchor bolts.
Joint Connection: Bench slats bolted to frames. Frames anchored to concrete pads/footings. Sculptures anchored to concrete footings P/Artist/Engineer Details.
Related Items: Concrete footings, anchor bolts/hardware, grout (if needed), lifting/setting equipment for sculptures.
Specialist Required: Landscape Architect (bench selection/location), Artist/Sculpture Fabricator, Structural Engineer (footing design), Site Furnishings Supplier/Installer, Concrete Contractor (footings).

F. Interior Elements (Visible from Exterior)

Canopy Underside Area - Floor

Dimensions (Metric): Match adjacent plaza paver size/pattern or concrete slab thickness P/Drwgs. Slope to drain P/Drwgs.
Finishes: Concrete: Sealed finish (clear, matte) or Light Broom. Pavers: Match exterior plaza pavers (See E.1).
Type of Materials: Poured Concrete Slab (Min 25 MPa, air-entrained) OR Concrete Pavers on Sand Bed & Aggregate Base (See E.1).
Joint Connection: Concrete: Control Joints (saw-cut or tooled) at max 3-4 m spacing. Expansion joints P/Drwgs. Pavers: Sand-filled joints (See E.1).
Related Items: Base course, vapor barrier (if concrete slab on grade), sealant (for concrete joints), concrete sealer, forms (if concrete).
Specialist Required: Concrete Contractor or Paving Contractor.

Canopy Underside Area - Benches

(Covered under E.5 - Site Furnishings).

Specialist Required: Site Furnishings Supplier/Installer.

This detailed breakdown should provide a comprehensive basis for developing full construction specifications and drawings. Remember to involve qualified professionals for final design and product selection.

Created in: