1
SITE WORKS AND FOUNDATIONS
1.1.1. 50mm: an admix of silt, clay, and crushed basalt (at this depth borehole 2 is dry but borehole 3 is slightly moist, the section is therefore quite dry overall). 1.1.2. 700mm: silty clay of high plasticity (slightly to moderately moist) 1.1.3. 1900mm: very weathered basalt 1.1.4. Beneath the very weathered basalt rock is where there is a refusal to probe the basalt rock, the mass concrete is extended to The section is between boreholes 2, 3 and 7. An average between boreholes 2 and 3 is used to determine the soil structure as there is a very great 1 meter range between the two boreholes depth until it reaches the point where there is refusal to probe on the basalt rock. Ground water can create movement in the ground and therefore it is important to consider. From the surface to 700mm, the clays and silt is relatively reactive to water compared to rock and this level of activity can cause more movement to the ground with moisture changes. Below this layer the basalt rock is where it is most stable because basalt rock is not very reactive to water. It does not absorb or release water very actively. In terms with the angle of repose, at 700mm and above it is less cohesive with clays being at 1:1 to 2:3, and silt at 1:2. But as it goes down there is a higher level of cohesion at about 8:1 with the rocks. In consideration with moisture levels and the angle of repose, the footings should reach the 1900mm depth of rock to ensure that the structure is laid over something that is relatively stable
811
812 Melton is an undeclared and unprotected termite risk area. Therefore, it is not necessary to provide termite protection for the building. Termite resistant materials including steel, masonry and concrete are already primarily used in the section for the section's framing. However timber is still used, as extra precautions the owners may consider using termite resistant timbers instead.
8
1.2. 100mm layer of compressible cardboard The cardboard is in a honeycomb shape which provides greater strength. 1.3.
100mm Top soil fill (Sandy loam soil type with 15% cow manure) The reason why top soil fill is used is because it has a known level of nutrients required for the garden bed. The vegetation on the garden bed can affect moisture levels as the vegetation absorbs water, and this can create dislocalised soil conditions for the the structural loads to settle on. 1.4.1. 1.8 Gradient Gray concrete with R10 slip resistance and brush finish. 1.4.2. SL52 The mesh provides tensile strength and maintain the shape of the concrete. 1.5.
2 814
20mm Compacted Grade A FCR
FOOTINGS AND COLUMNS
813 137 30 86 412 82 87
137 00
83 98 85
427
84 413 423 422 421
9 10
4 2 10 135 50 423
The footings bearing capacity of 400kpa to take the loads of the building. The pad and strip footing are right next to each other, therefore the concrete is filled in at same time for the pad and strip footing. This ensures equal drying time and convenience for the workers. The ligs and mesh have ridges on them, this makes them hold on to the concrete better. 2.3.1. Column 2.3.2. Dowel Bars 2.3.3. 1000mm Grout ducts 2.3.4. 10mm Ableflex to full perimeter (Ableflex is a polyethylene foam expansion joint and space filler strip. It is used to provide water proofing to prevent water damage on the concrete) 2.3.5. Mastic Seal 2.3.6. Insulated Mullon Concrete column is engineer designed and it has a rigid connection to the footings to prevent movement at that point. 2.4. Mass Concrete Mass concrete is has a known level of bearing capacity and it is extended to the rock because it is the most stable point. The structures' footings are laid over the mass concrete because it has a known level of bearing capacity rather than soil. No reinforcing steel is used inside the mass concrete as tensile strength is not needed, only compressive strength take take loads downwards is needed.
71
9
9 11 134 30 95
92
91
76 99 97 74 73 77
4
93
3
414
CONCRETE FLOOR SLAB
0.2mm Polymer membrane for water proofing
3.2. Edge Rebate Edge rebate is used so the masonry edge is not seen - for architectural aesthetic reasons.
425 78
3.3. Boxing out of slab for columns 3.4. Entry mats to be 19mm coir fibre on latex backing with brass frame
425
The concrete uses sustainable substitutions in its composition. It is structurally sound but as a result of the substitutions there are cracks on it. All concrete have a maximum aggregate size of 20mm in order to comply with Australian standards. Concrete mixture must not have any alkali, salts or other foreign substances as it may impacts concrete strength. A nominal slump of 80mm is required for the concrete to comply with the Australian Standards.
79
428 429 721
33
722 723 75
61 The soil is lower than the ground floor to prevent water from coming into the building. Allow set downs for the floor mat in the first floor and also brass angle edging to the floor. 63
For the carpet, the adhesive must be non-solvent based. The junction need to be finished with a black vinyl edge strip or similar approved.
62
7
131 90
79
131 50
723 65 56
5 315 511
316
6
522 96 514 512 513 515
312 313
12 234
534 521 523
233 232
142 55
4
BRIDGE
4.1.1. Versiclad 75mm R2.6 roof panels Unlike other roof of the section, the bridge's roof is directed sideways of the walkway of the bridge to allow water to fall onto either side of the bridge rather than towards the building. 4.1.2. Sarking (as a water barrier) 4.1.3. 40x40mm Timber cladding for bridge ceiling 4.1.4. 135x135mm Timber decking for bridge floor 4.1.5. 135x135mm Timber decking for bridge underside 4.2.1. Steel Bracing 4.2.2. C15015 Purlin (hot dip galvanised) 4.2.3. C450L0 RHS (hot dip galvanised) 4.2.4. C430L0 RHS (hot dip galvanised) 4.2.5. C45L0 RHS (hot dip galvanised) 4.2.6. 6 cleat plate 4.2.7. 200x75 PFC (hot dip galvanised) 4.2.8. 300x900 PFC (hot dip galvanised 4.2.9. 100x50x3.0 RHS (hot dip galvanised) 4.2.10. 380 PFC The hot dip galvanised steel members are hot rolled. Compared to cold formed steel, hot rolled has a higher tensile strength and is typically cheaper. The feature of them being hot dip galvanised means that they are corrosion protected.
235 236 317
141
5
MASONRY
231
3
1
314 311
13 15 111
5.1.1. 390Wx190Hx90mmD hollow core, smooth face masonry block in the colour of grey 5.1.2. 25mm Foilboard Spacer Block 5.1.3. 20mm R2.4 Foilboard Insulation Panel 5.1.4. 25mm Foilboard Spacer Block 5.1.5. 390Wx190Hx190HmmD hollow core, smooth face masonry block in the colour of grey 5.2.1. Grout 5.2.2. 10mm Rolled flush joints 5.2.3. Brick reinforcement (1 bar for 1 cavity of every hollow core masonry brick) 5.3.4. Masonry ties 5.3.5. Head restraints
535 212 213
2
543 542 5 4 1 127 90 211 32
5.4.1. Damp proof course 5.4.2. Flashing 5.4.3. Weep holes The reinforcement steel and grout filled cavities strengthens the structure. the Brick ties and head restraints keeps the masonry in place. Flashing and weep holes helps keep water outside of building to prevent water damage and moisture to the bricks, which causes them to shrink and expand at higher rates. 5.5. Articulation Joints Articulation joints for every 6 meters of masonry brick work to allow for movement of the bricks due to the shrinking and expanding from the moisture - this prevents cracks and pressure from side to side of brickwork 5.6.
221
The loads are transferred down from steel stud wall and exterior is nonloadbearing. The cross bracing on wall provides resistance to lateral wind and seismic forces. 6.5. The layers of the acoustic wall from left to right: 12mm 'Echopanel' Grey 442 fabric 10mm Plasterboard 17mm Form Ply Skirting over 92mm Steel Studs 75mm Acoustic Insulation 10mm Plasterboard 15mm Paint finish
7
WINDOWS
7.1. Double glazed window: 6.28mm 'EnergyTech Clear' glazing on outside face 12mm Viridian 'ThermoTech' insulating glass unit, Low E coated 6.5mm 'EnergyTech Clear' glazing on inside ace The g az ng c ea es a hea ba e o bu d ng To a U va ue o 2 2 s ach eved om g az ng 721 S ng e o e sunsc een b nd w h Cha coa M030 co ou ed po yes e PVC ee ab c TVOC em ss ons o 0 1mg m2 h 722 Anod sed a um num head box n b ack co ou 723 Anod ded a um num base ba n b ack co ou Anod sed a um num p even s co os on 7 3 Fo ded co ou bond capp ng ove 20mm he ma b eak g d nsu a on 7 4 PFC heade w h wea ded s ee p a e suppo head
o w ndow
7 5 Subs 7 6 A pha ec powde coa ng n sh ove b cks n he co ou 336 Ye ow Go d 7 7 F ash ng 7 8 W ndow shad ng 7 9 200x75mm ho d p ga van sed PFC 7 10 Low VOC Sea an Sea an p even s wa e om en e ng he bu d ng Sea an mus comp y w h GREENSTAR
8
ROOFING AND CEILING
811 Ve s c ad 75 R2 6 nsu a ed Roo pane s The pane o m a ows hem o be ove apped on op o each pe ec y ng y Th s ns a a on me hod s ve y me conven en The pane s a so pos oned n a way ha he shape a so d ec s he wa e downwa ds o he s ope o he gu e 812 Sa k ng 813 190mm R3 5 nsu a on Ba s 814 13mm Th ck Gyp ock Pe o a ed P as e boa d 8 2 2 3 15x75mm na s o secu e ba ens 8 3 Pu ns 8 4 Fo ded cappng w h m n 50mm down u n and ex b e o n sea an 8 5 T mdek asc a c add ng 8 6 Ga van sed s ee hand a Ga van sed s ee p even s co os on 8 7 F ash ng Ove hang o oo p even s wa e
9
om en e ng he bu d ng n e o
CLADDING
9 1 0 7mm Co Ten s ee c add ng a ay w d h o 290mmx25mm deep w h 15mm exp essed o n s and cove o 305mm n Na u a n sh co ou 9 2 B ea hab e wa e p oo memb ane
9 4 Co en capp ngs 9 5 80mm K ngspan Koo he m K5 R4 0 nsu a on 9 6 17mm B ack Fo m e on n e na wa 9 7 10 cap p a e 2 M20 bo s on each end o 150x75mm ho d p ga van sed PFC 9 8 300x100mm ho d p ga van sed pa a e
ange channe
9 9 End p a e 9 10 9 11
50x30mm Ho d p ga van sed op ha s 19mm h ck G oup 1 F e Ra ed E0 MDF pane w h na u a hoop p ne venee bu o ned n e na o wa
STEEL COATINGS Aquaga v Wa e Bo n no gan c Z nc S ca e and Du ux Fe eko No 3 M O Two Pack Ep oxy s used o coa he s ee co umns and beams s ee p a es and pe o a ed me a 1 coa Aquaga v Wa e Bo n no gan c Z nc S ca e s use o p ov de he o ow ng sa s es he G een Bu d ng GREENSTAR equ emen s many ma e a s o he bu d ng a med o be env onmen a y end y such as he sun shad ng o educe a cond on ng ove hangs o avo d oo much hea a mbe wo k sou ced om GBCA app oved o es ce ca on scheme and he GREEN STAR and conc e e w h env onmen a y end y subs u es Th s p oduc as we u s he env onmen a y end y d ec on o he des gn o he bu d ng Co os on es s an Hea es s ance o up o 400 deg ees Ab as on es s ance W hs ands ex eme wea he cond ons 2 Soa s Du ux Fe eko No 3 M O Two Pack Ep oxy s use o p ov de he o ow ng ong e m du ab y o ou doo cond ons howeve cha k ng may occu ove me Up o 150 deg ees hea es s ance Res s ance o bo h esh and sa wa e Ab as on es s ance So ven es s ance p e o eum gaso ne d ese ue and ub ca ng o s Res s ance o m e ac ds A ka ne es s ance Sa es s ance Pa n n sh w h B um nous A um n um s use o p ov de he o ow ng u av o e gh deg ada on es s ance
FIRE PROTECTION & FIREPROOFING F e a ed MDF s used o he bu d ng H gh hea es s an coa ng on s ee ~400 deg ees
LIVE LOADS PER FLOOR (kN per meter square) 5 00 G ound oo 0 25 Roo 3 00 F s oo
BEARING CAPACITY FOR CONCRETE COMPONENTS (MPa) 32 Pad s p oo ng 32 S ab on g ound 32 Suspended s ab 32 Ho ow sc eed 32 T pane s 15 Mass conc e e 50 Conc e e co umns 50 Conc e e beams
LINE OF INFLUENCE The ne o n uence akes oads down a 45 deg ees om he co ne o he bu d ng
LOAD PATH
112
113
6.1. 92mm Hot dip galvanised PFC studs (spaced 450mm apart) 6.2. 92mm Hot dip galvanised PFC bottom plate (spaced 450mm apart) 6.3. Cross Bracing (provides resistance to lateral wind and seismic forces) 6.4. Cleats
9 3 F ash ng 3.1.1. 'Envisions Intensity' cut pile nylon carpet tiles 457.2mmx457.2mmx7.3mm in the colour 623 Passion 3.1.2. Low-VOC adhesive with TVOC content 3.1.3. Polymer fibreglass reinforcing backing with 40% recycled content 3.1.4. Concrete slab 3.1.5. Square mesh 3.1.6. Bar chairs The mesh has ridges on it to provide a tighter grip to the concrete, it also provides tensile strength. The concrete slabs are bounded together with seal joints of concrete screed. At least 95% of all reinforcing bars and mesh to surpass 500MPa strength grade. Bar chairs that doesn't use a lot of space, the little volume minimises the loads the structure has to take down. All reinforcement must not be contaminated by oil, mud, paint or rust as they can damage the structural quality of the reinforcement. 3.1.7.
34
424 415 4 2 10 426
ACOUSTIC WALL
2.1.1. 600mm deep, 2000x2000mm pad footing (takes point loads) 2.1.2. Ligs 2.1.3. Standard cog 2.2.1. 600mm deep and 450mm wide Strip footing (takes continuous loads) 2.2.2. Tie bars at 600 CTS max. 200 Cog base 2.2.3. 4-11 TM. Top and bottom R10 Ligs at 900CTS max.
411
6
Fo he Roo F s oo The oads ave o he c oses s ee s ud wa o co umn Then goes downwa ds v a he co umn o s ud wa And h ough he oo ngs and o he mass conc e e The oads ge s ans e ed o he ounda on and a sma ebound o oads se back up Fo he g ound oo he oads can ave d ec y o he oo ngs hen o he ounda on w h a e ebound once aga n
Ve ca oads mus no be ess han w ce o he dead we gh o he w ndows and s g az ng
17mm thick black coloured 'Formrite' with no sanding to surface (internal of wall behind masonry)
222
114
24
..\..\..\Desktop\Western BACE Architectural A100 Series(1)_Page_3.jpg site levels
C:\Users\serenay\Desktop\Western BACE Architectural A200 Series_Page_6.jpg
SITE WORKS AND FOUNDATIONS
19mm thick 'Group 1 Fire Rated E0 MDF panel with natural 100mm 1. The 2. 2.1. structure. section hoop layer pine isof veneer', between compressible 150mm: buttboreholes joined an cardboard admix 2 andof3. tosilt, An allow clay, average forand load between crushed settlement the basalt two (honeycomb used to determine shape for the strength) soil
2.2.etc protection?? 2.3. 2.4. termite 3. fill 5. groundwater?/ 4. 100mm 6. layer of compressible 700mm: 1900mm: Beneath mass concrete silty cardboard the very very clay weathered is extended weathered ofabove high plasticity basalt soil tobasalt this (honey point rock comb because is where shape itthere is forthe strength ismost a refusal stable andto why probe - load the basalt rock. The
roof slope
settlements)
FOOTINGS
2000x2000mm 1. 1.1. 1.2. 450mm 2. 2.1. strip footing pad footing 600mm Dowel 10mm expansion proofing Tie bar600mm bars Ableflex deep for to ... joint prevent projected deep to and full water space perimeter. at 1000mm damage filler strip. Ableflex on Itthe is is used concrete. a polyethylene to provide water foam
cracks different Ligs 3. concrete 4. mass 5. RS1 (why concrete explanation, ways) fill slab itsinused) at same andtime alsofor forpad them and to strip be connected footing - equal (no moving drying in time no
change the angle (this angle - explain how water is trapped - also add in the flashing for the bridge roofing
dowelthick 6. 7.1. reinforcement 7. 7.2. 1.3. 1.4. 13mm bars Gyprock
remmeber the sunshade on roof
380 Parallel flange rod grade M.S. channel 350
Square tie footings mass stable expand, barconcrete point, mesh 600 pressure the mm isother deep extended etc and soil not above to strong theisrock prone etc because and to movement moisture it is thelevels (shrink, most
190mm R3.5 'Perforated 1.5. At 2. strength bar 3. secure 8 Insulation holes least chiars the for 95% grade. Plasterboard' that mesh column ofdoesn't allBatts reinforcing etc) footings use up bearing bars a lot and of space capacity mesh- to bar ofsurpass 400kpa chairs are 500MPa (because) used to Sarking!!!!
CONCRETE GROUND FLOOR SLABS
75mm Structural Insulated roof R2.6 in the colour 'Colourbond Dune'
sunshading type 40x40mm B - lookWestern at wall section Red Cedar for attachments timber cladding
2-3.15x75mm nails to secure battens 1 metre bar external 1. 1.1. 0.2mm 2. chairs Polythene tall paving that steel doesnt framing membrane concrete because use a lot to of has of provide the space cracks green waterproofing (structually star env friendly sound) beneath substitutions but cracks may
sarking
be
research: Not quite following fall of boxyour gutter: question. Isn't the roof fall to the south - not to the north? So there is no need for a box gutter to the north as the roof is falling in the opposite direction? Have I misunderstood? There is no need to provide a box gutter all around the roof - you only need the gutter where the water drains at its lowest point. There is no need for a drain at the high point or sides (assuming the sides are straight). The photo posted shows that the roof is higher at the corner in the centre of the image and then it slopes to the other side. On the other side you can see the box gutter.
Square mesh as reinforcement for tensile strength for concrete slab 3. structure
FIRSTWALLS PRECAST AND FLOOR CONCRETE SLABS COLUMNS
200x75 hot dip galvanised PFC
METAL FINISHES AND MASONRY METALWORK
10 cap end parallel of 150x75mm plate flange2-M20 channel hot bolts dipon galvanised 50x30mm each hot dip galvanised 19mm 'Envisions tiles 457.2x457.2x7.3mm thickIntensity' 'Group 1cut Fire pile tiles Rated nylonE0 carpet MDF panel with natural Breathable 80mm Kingspan hoopwaterproof pine'Kooltherm veneer', membrane butt K5'joined External wall board insulation, R6.0
STRUCTURAL STEEL
Polished concrete exposed aggregate floor with 32Mpa (During strength installation in the colour mechanically of S32 EX hone GPoff Daintree 3-5 of the Green surface R10Star 30% Slip Gloss toresistance expose finish the aggregate)
top hatsflange 300x100mm parallel 0.7mm Cor-Ten hot channel steel dip galvanised cladding Low-VOC at trayadhesive width of with 290mmx25mm TVOC Polymer content fibre deep, glass withbacking 15mm expressed joints and cover of 305mm in 'Natural finish' colour
135x35mm nominal solid brass matwell exterior remilled grade, frame (Coirseasoned recycled inserts stand 10mm Spotted and over Tread matwell rails dressed inframe, black Gum anodised during all timber 'Cocomat' installation, aluminium, round), entry create decking the mat inserts clearance with system, in Natural textured clear (Class from underside coianodised colour penetrating 1ofand or aluminium doors the 2 it and with maxwell trail flush the adjacent with with finish seal coir a brass, mat doorinserts, mill finish
C15015 RHS Upper: Bridge: c450L0 Purlin(hot dip
end plate attached with 2-M20 bolts
200x75mm hot dip galvanised PFC
0.7mmthick 19mm Cor-Ten 'Group steel 1 Fire cladding RatedatE0 tray MDF width panel of 290mmx25mm with natural hoop deep, pinewith veneer', 15mmbutt expressed joined joints and cover Breathable of 305mm waterproof in 'Naturalmembrane finish' colour
300x90 hot dip galvanised PFC
17mm thick black coloured 'Formrite' with no sanding2-M20 to surface bolts on 100x10mm cleat
10mm Paint 15mm Plasterboard finish
STEEL
loads bracing cross Name are the transferred steel onstud wall(92mm), down provides from and resistance steel howstud it has towall lateral bracing andwind exterior etc and andisseismic nonloadbearing. forces.
fix floor!!!!
subsill
Rolled Foilboard 20mm 25mm R2.4 mortar Foilboard joint Spacer Insulation Blocks Panel
that has a 'EverShield' External Black high 17mm coloured thickgrade form anodised anodised ply aluminum finish to (Ebony, base barmatt E26TM)
C430L0 RHS (hot dip bottom: galvanised)
C45L0 (with WALL a FRAMING 6 RHS cleat (hot plate) dip - TIMBER galvanised) &
Flashings
PFC header with welded steel plate support for window head
17mm Acoustic 92mm 75mm Form Studs Steel Ply Insulation Skirting
2.5mm EnergyTech Clear glazing for inside face
hot dip galvanised parallel flange channel
380 Parallel hot 100x50x3.0 flange dip channel galvanised RHS
80mm Kingspan 'Kooltherm K5' External wall board insulation, R6.0
Folded colourbond capping over 20mm R0.2 thermalVela 2400mm break Met rigid wide Greenscreen' insulation single roller fabric 16mm susncreen in the 'Group colour blind 1 Rated of with 'Charcoal 'Mermet E0 MDF 15mm M030' panel Group with 1 Fire natural Rated hoop 12mm 75mm 92mm 17mm 10mm E0pine MDF Acoustic Steel Form Plasterboard 'Echopanel' veneer' panel Studs Plybutt butt Insulation Skirting Grey442 joined joined fabric
12mm that has 'ThermoTech' a 'EverShield' Insulating External Black 6.38mm glass high coloured EnergyTech grade unit,anodised low anodised E coated Clear aluminum finish glazing glass to (Ebony, (research head for outside box matt this) face E26TM)
with regard window sill to
'alphatec' powdercoating finish over bricks in the colour hatch 33617 this Yellow layer - it's Gold a
Articulation Concrete filled jointcavity - give- info for strength Grout for what it's used for
form ply
N24 Bars mastic seal
THERMAL & MOISTURE PROTECTION
N24 Bars 1000mm mastic seal Grout ducts
DOORS & WINDOWS
100mm layer of compressible ‘ThermoTech’ 3. glass, 4. Outside 5. Gap: 6. Inside 7. blinds Blinds cardboard 12mm double for face: 1 face: –ground manual 6.5mm glazing 6.38mm insulating floor EnergyTech windows: EnergyTech glass unit, Clear low Clear E
mastic form plyseal
Hot dip galvanised parallel flange channel
coated
Polymer recycled 'Envisions tiles 623 Passion 457.2mmx457.2mmx7.3mm fibreglass content Intensity'reinforcing cut pileLow-VOC Onylon operation G — BL1 Anodised Fabric: ffices 41 backing Single Seminar in carpet Mermet generally the adhesive aluminium with colour roller 40% Room ‘Vela with sunscreen TVOC head base Met content Greenscreen’, bar, box, blind, colour: colour: manual Black Black 100% operation
first floors (A300)
Grout ducts
alsodip hot and the firegalvanised 450 resistance spacing profile between steel studs
concrete slab Ground 1. Viridian 2. floor window and second floor longer window is gl1b
1000mm Grout ducts
mastic Hot Insulated dipseal galvanised Mullion parallelLow 'ThermoTech' flange E coated channel insualting glass, double glass glazing unit,
lookbottom there's the at the a skirting internal for both duct elevation ground at and -
10mm ABLEFLEX TO FULL PERIMETRE
square mesh 6000 x 2400mm polyester, Colour: PVC TVOC 0.1mg/m2/hr SL52 free Emissions: Charcoal fabric 2400mm M030 wide
heavy CLADDINGS FLOOR ROOFING bottom) & WALL (lightweight & LININGS FINISHES top to 0.2 Polythene membrane
DETAILING
rebate
WESTERN
TUTOR: NICK STUDENT ID: 722034 GAMBLE
1:20
ORIENTATION: N
TUTORIAL: NAME: SERENA 06 YU
SCALE:
BACE
look at view for the office, there's a skirting duct at the bottom
bottom is just exposed brick work, above the ground floor windows upwards is all mc1
C:\Users\serenay\Desktop\Western BACE Architectural A200 Series_Page_6.jpg
SITE WORKS AND FOUNDATIONS
19mm thick 'Group 1 Fire Rated E0 MDF panel with natural 100mm 1. The 2. 2.1. structure. 2.2. section hoop layer pine isof veneer', between compressible 150mm: 700mm: buttboreholes joined silty an cardboard admix 2clay andof of3. to high silt, An allow clay, average plasticity forand load between crushed settlement the basalt two (honeycomb used to determine shape for the strength) soil
2.3.etc protection?? 2.4. termite 3. fill 5. groundwater?/ 4. 100mm 6. layer of compressible 1900mm: Beneath mass concrete cardboard the very very weathered is extended weathered above basalt soil tobasalt this (honey point rock comb because is where shape itthere is forthe strength ismost a refusal stable andto why probe - load the basalt rock. The
roof slope
settlements)
FOOTINGS
teh foilboard is the insulation R6
2000x2000mm 1. 1.1. 1.2. 450mm 2. 2.1. strip footing pad footing 600mm Dowel 10mm expansion proofing Tie bar600mm bars Ableflex deep for to ... joint prevent projected deep to and full water space perimeter. at 1000mm damage filler strip. Ableflex on Itthe is is used concrete. a polyethylene to provide water foam
cracks different Ligs 3. concrete 4. mass 5. dowel 6. RS1 (why concrete bars explanation, ways) fill slab itsinused) at same andtime alsofor forpad them and to strip be connected footing - equal (no moving drying in time no
change the angle (this angle - explain how water is trapped - also add in the flashing for the bridge roofing
7.1. thick Gyprock reinforcement 7. 7.2. 1.3. 1.4. 13mm
remmeber the sunshade on roof
380 Parallel flange rod grade M.S. channel 350
flashing and weepholes!!
Square tie footings mass stable expand, barconcrete point, mesh 600 pressure the mm isother deep extended etc and soil not above to strong theisrock prone etc because and to movement moisture it is thelevels (shrink, most
190mm R3.5 'Perforated 1.5. At 2. strength bar 3. secure 8 Insulation holes least chiars the for 95% grade. Plasterboard' that mesh column ofdoesn't allBatts reinforcing etc) footings use up bearing bars a lot and of space capacity mesh- to bar ofsurpass 400kpa chairs are 500MPa (because) used to Sarking!!!!
CONCRETE GROUND FLOOR SLABS
75mm Structural Insulated roof R2.6 in the colour 'Colourbond Dune'
sunshading type 40x40mm B - lookWestern at wall section Red Cedar for attachments timber cladding
2-3.15x75mm nails to secure battens 1 metre bar external 1. 1.1. 0.2mm 2. chairs Polythene tall paving that steel doesnt framing membrane concrete because use a lot to of has of provide the space cracks green waterproofing (structually star env friendly sound) beneath substitutions but cracks may
sarking
be
research: Not quite following fall of boxyour gutter: question. Isn't the roof fall to the south - not to the north? So there is no need for a box gutter to the north as the roof is falling in the opposite direction? Have I misunderstood? There is no need to provide a box gutter all around the roof - you only need the gutter where the water drains at its lowest point. There is no need for a drain at the high point or sides (assuming the sides are straight). The photo posted shows that the roof is higher at the corner in the centre of the image and then it slopes to the other side. On the other side you can see the box gutter.
Square mesh as reinforcement for tensile strength for concrete slab 3. structure
FIRSTWALLS PRECAST AND FLOOR CONCRETE SLABS COLUMNS
200x75 hot dip galvanised PFC
METAL FINISHES AND MASONRY METALWORK
10 cap end parallel of 150x75mm plate flange2-M20 channel hot bolts dipon galvanised 50x30mm each hot dip galvanised 19mm 'Envisions tiles 457.2x457.2x7.3mm thickIntensity' 'Group 1cut Fire pile tiles Rated nylonE0 carpet MDF panel with natural Breathable 80mm Kingspan hoopwaterproof pine'Kooltherm veneer', membrane butt K5'joined External wall board insulation, R6.0
STRUCTURAL STEEL
Polished concrete exposed aggregate floor with 32Mpa (During strength installation in the colour mechanically of S32 EX hone GPoff Daintree 3-5 of the Green surface R10Star 30% Slip Gloss toresistance expose finish the aggregate)
80mm Kingspan 'Kooltherm K5' External wall board insulation, R6.0
2.5mm EnergyTech Clear glazing for inside face
10mm Paint 15mm Plasterboard finish
C430L0 RHS (hot dip bottom: galvanised)
where the flashing is
td1
C45L0 (with WALL a FRAMING 6 RHS cleat (hot plate) dip - TIMBER galvanised) &
Flashings
STEEL
loadsfire cross Name also bracing are the resistance transferred steel onstud wall(92mm), down provides from and resistance steel howstud it has towall lateral bracing andwind exterior etc and andisseismic nonloadbearing. forces.
fix floor!!!!
subsill
that has a 'EverShield' External Black high 17mm coloured thickgrade form anodised anodised ply aluminum finish to (Ebony, base barmatt E26TM)
with sarking under roof sheet tc1
end plate attached with 2-M20 bolts
200x75mm hot dip galvanised PFC
17mm thick black coloured 'Formrite' with no sanding2-M20 to surface bolts on 100x10mm cleat
PFC header with welded steel plate support for window head
17mm Acoustic 92mm 75mm Form Studs Steel Ply Insulation Skirting
Rolled Foilboard 20mm 25mm R2.4 mortar Foilboard joint Spacer Insulation Blocks Grout Panel
remmeber rigid insulation this over!!
C15015 RHS Upper: Bridge: c450L0 Purlin(hot dip
hot dip galvanised parallel flange channel
300x90 hot dip 0.7mm 19mm galvanised thick Cor-Ten 'Group steel 1 Fire cladding Rated PFC atE0 tray MDF width panel of 290mmx25mm with natural 380hoop 100x50x3.0 Parallel deep, pinewith veneer', 15mm hot flange butt expressed joined dip channel joints galvanised and cover Breathable of 305mm RHS waterproof in 'Naturalmembrane finish' colour
Black coloured anodised aluminum 2400mm Vela Met head wide Greenscreen' single box roller fabric 16mm susncreen in the 'Group colour blind 1 Rated of with 'Charcoal 'Mermet E0 MDF 15mm M030' panel Group with 1 Fire natural Rated hoop 12mm 75mm 92mm 17mm 10mm E0pine MDF Acoustic Steel Form Plasterboard 'Echopanel' veneer' panel Studs Plybutt butt Insulation Skirting Grey442 joined joined fabric
external concrete
top hatsflange 300x100mm parallel 0.7mm Cor-Ten hot channel steel dip galvanised cladding Low-VOC at trayadhesive width of with 290mmx25mm TVOC Polymer content fibre deep, glass withbacking 15mm expressed joints and cover of 305mm in 'Natural finish' colour
135x35mm nominal solid brass matwell exterior remilled grade, frame (Coirseasoned recycled inserts stand 10mm Spotted and over Tread matwell rails dressed inframe, black Gum anodised during all timber 'Cocomat' installation, aluminium, round), entry create decking the mat inserts clearance with system, in Natural textured clear (Class from underside coianodised colour penetrating 1ofand or aluminium doors the 2 it and with maxwell trail flush the adjacent with with finish seal coir a brass, mat doorinserts, mill finish
Folded colourbond capping over 20mm R0.2 thermal break rigid insulation
12mm that has 'ThermoTech' a 'EverShield' Insulating External 6.38mm glass highEnergyTech grade unit, low anodised E coated Clearfinish glazing glass to (Ebony, (research for outside matt this) face E26TM)
with regard window sill to
'alphatec' powdercoating finish over bricks in the colour hatch 33617 this Yellow layer - it's Gold a
Articulation Concrete filled jointcavity - give- info for strength Grout for what it's used for
form ply
N24 Bars mastic seal
THERMAL & MOISTURE PROTECTION
N24 Bars 1000mm mastic seal Grout ducts
DOORS & WINDOWS
100mm layer of compressible ‘ThermoTech’ 3. glass, 4. Outside 5. Gap: 6. Inside 7. blinds Blinds cardboard 12mm double for face: 1 face: –ground manual 6.5mm glazing 6.38mm insulating floor EnergyTech windows: EnergyTech glass unit, Clear low Clear E
mastic form plyseal
Hot dip galvanised parallel flange channel
coated
Polymer recycled 'Envisions tiles 623 Passion 457.2mmx457.2mmx7.3mm fibreglass content Intensity'reinforcing cut pileLow-VOC Onylon operation G — BL1 Anodised Fabric: polyester, ffices 41 backing Single Seminar in carpet Mermet generally the adhesive aluminium with 2400mm colour roller 40% Room ‘Vela with sunscreen wide TVOC head base Met content Greenscreen’, bar, box, blind, colour: colour: manual Black Black 100% operation
ROOFING (lightweight top to
first floors (A300)
Grout ducts
hot dip and thegalvanised 450 spacing profile between steel studs
concrete slab Ground 1. Viridian 2. floor window and second floor longer window is gl1b
1000mm Grout ducts
mastic Hot Insulated dipseal galvanised Mullion parallelLow 'ThermoTech' flange E coated channel insualting glass, double glass glazing unit,
lookbottom there's the at the a skirting internal for both duct elevation ground at and -
10mm ABLEFLEX TO FULL PERIMETRE
square mesh 6000 x 2400mm Colour: PVC TVOC 0.1mg/m2/hr SL52 free Emissions: Charcoal fabric M030
heavy bottom) CLADDINGS FLOOR & WALL & LININGS FINISHES 0.2 Polythene membrane
DETAILING
rebate
WESTERN
TUTOR: NICK STUDENT ID: 722034 GAMBLE
1:20
ORIENTATION: N
TUTORIAL: NAME: SERENA 06 YU
SCALE:
BACE
look at view for the office, there's a skirting duct at the bottom
C:\Users\serenay\Desktop\Western BACE Architectural A200 Series_Page_6.jpg
SITE WORKS AND FOUNDATIONS
19mm thick 'Group 1 Fire Rated E0 MDF panel with natural 1. 2. hoop pine veneer', structure. 100mm The 150mm: 2.1. butt joined section layer an admix isofbetween compressible of silt,boreholes clay, cardboard and 2crushed and 3. to An allow basalt average for load between settlement the two (honeycomb used to determine shape for the strength) soil
3. 4. 5. 6.
roof slope
700mm: 2.2. 1900mm: 2.3. Beneath 2.4. mass termite groundwater?/ fill 100mm etc concrete protection?? layer silty the very very clay ofweathered iscompressible extended weathered of high plasticity basalt tobasalt this cardboard point rockbecause is above where soil itthere is(honey theismost a comb refusal stable shape to probe for strength the basalt and rock. whyThe - load
settlements)
FOOTINGS
1. 2.
2000x2000mm Dowel 1.1. 10mm 1.2. expansion proofing 450mm bars Ableflex strip to joint prevent projected footing to pad and full water footing space 600mm perimeter. at 1000mm damage filler 600mm deep strip. Ableflex on deep Itthe is is used concrete. a polyethylene to provide water foam
concrete cracks different 3. 4. 5. explanation, ways) fill in at same and Tie 2.1. Ligs concrete mass time also bar (why concrete for for for slab pad its ... them used) and to strip be connected footing - equal (no moving drying in time no
change the angle (this angle - explain how water is trapped - also add in the flashing for the bridge roofing
6. 7.
2.holes for column 3. 8
380 grade rod M.S. Parallel 350 flange channel
dowel Square 7.1. reinforcement tie 7.2. footings 1.3. mass 1.4. stable expand, barconcrete bars point, mesh 600 pressure the mm isother deep extended etc and soil not above to strong theisrock prone etc because and to movement moisture it is thelevels (shrink, most
footings 1.5. etc) At strength bar secure least chiars the 95% bearing grade. that mesh ofdoesn't all capacity reinforcing useofup 400kpa bars a lot and of(because) space mesh- to barsurpass chairs are 500MPa used to
CONCRETE GROUND FLOOR SLABS
75mm Structural Insulated roof R2.6 in the colour 'Colourbond Dune'
sunshading type 40x40mm B - lookWestern at wall section Red Cedar for attachments timber cladding
1 metre bar 1. 2. chairs tallthat steel doesnt framing external concrete 1.1. because 0.2mm use a lot Polythene paving of has ofthe space cracks green membrane (structually star envtofriendly provide sound)substitutions but waterproofing cracks maybeneath be
sarking
3.
research: Not quite following fall of boxyour gutter: question. Isn't the roof fall to the south - not to the north? So there is no need for a box gutter to the north as the roof is falling in the opposite direction? Have I misunderstood? There is no need to provide a box gutter all around the roof - you only need the gutter where the water drains at its lowest point. There is no need for a drain at the high point or sides (assuming the sides are straight). The photo posted shows that the roof is higher at the corner in the centre of the image and then it slopes to the other side. On the other side you can see the box gutter.
structuremesh as reinforcement for tensile strength for concrete slab Square
FIRSTWALLS PRECAST AND FLOOR CONCRETE SLABS COLUMNS
200x75 hot dip galvanised PFC
METAL FINISHES AND MASONRY METALWORK
10 cap end parallel of 150x75mm plate flange2-M20 channel hot bolts dipon galvanised 50x30mm each hot dip galvanised 19mm 'Envisions tiles 457.2x457.2x7.3mm thickIntensity' 'Group 1cut Fire pile tiles Rated nylonE0 carpet MDF panel with natural Breathable 80mm Kingspan hoopwaterproof pine'Kooltherm veneer', membrane butt K5'joined External wall board insulation, R6.0
Polished concrete exposed(During aggregate installation floor with mechanically 32Mpa strength hone in offthe 3-5colour of theofsurface R10 30% S32Slip Gloss EX toresistance GP expose finish Daintree the aggregate) Green Star
top hats
135x35mm exterior grade, nominal solidseasoned brass matwell remilled frameand (Coir Treadrecycled inserts rails dressed instand black10mm anodised Spotted all over 'Cocomat' aluminium, round), matwell entry frame, Gum the mat inserts during with system, timber ininstallation, Natural textured clear coianodised create decking colour penetrating clearance and aluminium the it with maxwell (Class from trail theunderside adjacent with with seal coir a1 brass, of mat door or doors inserts, mill 2and finishflush finish
80mm Kingspan 'Kooltherm K5' External wall board insulation, R6.0
2400mm Vela Met wide Greenscreen' single roller fabric susncreen in the colour blindof with 'Charcoal 'MermetM030'
380 Parallel flange channel
19mm thick 'Group 1 Fire Rated E0 MDF panel with natural hoop pine veneer', butt joined
300x90 hot dip galvanised PFC
17mm thick black coloured 'Formrite' with no sanding2-M20 to surface bolts on 100x10mm cleat
80mm Kingspan 'Kooltherm K5' External wall board insulation, R6.0
hot dip galvanised parallel flange channel
380 Parallel hot 100x50x3.0 flange dip channel galvanised RHS
STRUCTURAL STEEL
300x100mm parallel 0.7mm flange Cor-Ten hot channel steel dip galvanised cladding Low-VOC Polymer at tray fibre adhesive width glass ofbacking with 290mmx25mm TVOC content deep, with 15mm expressed joints and cover of 305mm in 'Natural finish' colour
end plate attached with 2-M20 bolts
2-M20 bolts on 100x10mm cleat
C15015 RHS Upper: Bridge: c450L0 Purlin(hot dip
C430L0 RHS (hot dip bottom: galvanised)
200x75mm hot dip galvanised PFC
0.7mmthick 19mm Cor-Ten 'Group steel 1 Fire cladding RatedatE0 tray MDF width panel of 290mmx25mm with natural hoop deep, pinewith veneer', 15mmbutt expressed joined joints and cover Breathable of 305mm waterproof in 'Naturalmembrane finish' colour
300x90 hot dip galvanised PFC
Flashings
C45L0 galvanised) (with WALL a FRAMING 6 RHS cleat (hot plate) dip - TIMBER galvanised) &
Flashings
200x75mm hot dip galvanised PFC
STEEL
loads bracing cross Name are the transferred steel onstud wall(92mm), down provides from and resistance steel howstud it has towall lateral bracing andwind exterior etc and andisseismic nonloadbearing. forces.
fix floor!!!!
with regard window sill to
THERMAL & MOISTURE PROTECTION
alsodip hot and the firegalvanised 450 resistance spacing profile between steel studs
concrete slab 1. 2.
N24 Bars
1000mm mastic seal Grout ducts
form ply
Hot dip 'ThermoTech' Low E coated galvanised insualting glass,parallel double glass flange glazing unit,channel
N24 Bars mastic seal
DOORS & WINDOWS
Ground floor window and second floor longer window is gl1b Viridian
form ply
1000mm Grout ducts
mastic Hot dipseal galvanised parallel flange channel
3. 4. 5. 6. 7. blinds Blinds for 1 –ground manualfloorInside ‘ThermoTech’ glass, Outside Gap: windows: 12mm double face: face:6.5mm glazing 6.38mm insulating EnergyTech EnergyTech glass unit, Clear low Clear E coated
look at the there's a skirting internal duct elevation at -
operation — BL1 Anodised Fabric: Single Mermet aluminium roller‘Vela sunscreen head base Offices G41 Met Greenscreen’, Seminar bar, box, blind, generally colour: colour: manual Room Black Black 100% operation
the bottom first floors (A300) for both ground and
polyester, Colour: PVC TVOC 0.1mg/m2/hr free Emissions: Charcoal fabric 2400mm M030 wide
heavy CLADDINGS FLOOR ROOFING bottom) & WALL (lightweight & LININGS FINISHES top to
DETAILING
WESTERN BACE
TUTOR: NICK STUDENT ID: 722034 GAMBLE
1:20
ORIENTATION: N
TUTORIAL: NAME: SERENA 06 YU
SCALE:
look at view for the office, there's a skirting duct at the bottom
arc specs
arc specs
flooring
hot dip galvanised parallel flange channel
'Envisions tiles 457.2x457.2x7.3mm Intensity' cut pile tiles nylon carpet
16mm 'Group 1 Rated E0 MDF 12mmpanel 15mm Group 'Echopanel' with 1 Fire natural Grey442 Rated hoop 75mm 92mm 17mm 10mm E0fabric pine MDF Acoustic Steel Form Plasterboard veneer' panel Studs Plybutt butt Insulation Skirting joined joined
17mm Plasterboard 92mm 75mm 10mm Form Studs Steel Acoustic Ply Insulation Skirting
Low-VOC adhesive with TVOC content
Polymer fibre glass backing
C:\Users\serenay\Desktop\Western BACE Structural S100 Series_Page_09.jpg footing AS and-make fix linethe weight tie bar with
thicker!!
C:\Users\serenay\Desktop\Western BACE Structural S100 Series_Page_09.jpg
200x75mm hot dip galvanised PFC
wall and window schedule
C:\Users\serenay\Desktop\Western BACE Architectural A200 Series_Page_2.jpg
divide it to 1:20 scale
1.1.1.
SITE 50mm: (at moist, 1 thisthe depth an WORKS section admix borehole ofissilt, therefore AND 2clay, is dry FOUNDATIONS and quite butcrushed borehole dry overall). basalt 3 is slightly 92mm Hot dip galvanised PFC 6.1. apart) 6 ACOUSTIC studs (spaced WALL 450mm
1.1.2. 1.1.3. 1.1.4. The between structure two boreholes section boreholes as is there between depth is2auntil and very boreholes it3concrete 700mm: moderately 1900mm: Beneath there great reaches is used is12, ameter silty the is to the refusal very 3extended moist) determine and very clay point weathered range 7. to weathered ofwhere An probe high between tothe average plasticity there basalt the soilbasalt basalt the is (slightly rock rock, is the where to mass nonloadbearing. 92mm 6.2. 450mm Cross 6.3. seismic Cleats 6.4. The loads cross Bracing Hot forces) apart) bracing are dip transferred galvanised (provides on wallresistance down PFC provides bottom from resistance tosteel lateral platestud (spaced wind towall lateral and andwind exterior andis
refusal Ground therefore 700mm, compared movement layer rock 8.1.1. isthe not towater the basalt itprobe to very to isclays rock important the can reactive rock on ground and and create the isthis silt where basalt to towith movement is consider. level water. relatively moisture itrock. is ofItmost activity does From inreactive the changes. stable not the can ground absorb surface because cause to Below water and or more torelease basalt this
water less as with In the that Melton 8.1.2. terms consideration itfootings the cohesive the goes very isstructure rocks. with an down actively. should undeclared the with there with angle isclays reach laid moisture isof over abeing and repose, the higher something unprotected 1900mm at levels level 1:1 at 700mm to and of depth 2:3, that cohesion termite theand is and of angle relatively rock silt above risk atat ofto about area. 1:2. repose, ensure itstable isBut 8:1
8
Therefore, the masonry for precautions timbers The strength. the building. cardboard section's instead. and it the is Termite concrete not isowners framing. innecessary aresistant honeycomb are may However 100mm 1.2. already consider to materials provide shape layer timber primarily using of including termite which iscompressible still used termite provides used, protection steel, in resistant the assection cardboard greater extra for
seismic The 6.5. 12mm 17mm 92mm 75mm 10mm 15mm layers 'Echopanel' Form Steel Acoustic Plasterboard Paint forces. offinish Studs Ply theInsulation Skirting acoustic Grey 442 over wall fabric from left to right:
Double 7.1. 6.28mm 12mm 6.5mm The 7 glazing Viridian 'EnergyTech glazed 'EnergyTech creates 'ThermoTech' window: aClear' heat Clear' WINDOWS glazing barrier glazing insulating for onon building. inside glass outside face unit, Total face Low U-value E coated of
2.2 is achieved 7.2.1. coloured 7.2.2. 0.1mg/m2/hr) 7.2.3. Anodised polyester aluminum fromPVC prevents glazing. free Single Anodised Anodided fabric corrosion. roller (TVOC aluminum sunscreen emissions head base blind box bar ofwith in in black black Charcoal colour colour M030
levelvegetation The the soil conditions reason vegetation of nutrients why for absorbs on top required the the soil the garden water, fillstructural for 100mm 1.3. cow is the used bed and manure) garden can this is Top loads because can affect soil bed. tocreate fill settle moisture (Sandy it has dislocalised on.a loam levels known soil as type with 15% head Folded 7.3. PFC 7.4. insulation 'Alphatec' 7.6. Subsill 7.5. header colourbond powder with wealded coating cappingfinish steel overplate over 20mm bricks support thermal in for the break window rigid
1.4.1. 1.4.2. The the concrete. mesh provides tensile1.5. 1.8 resistance SL52 20mm strength Gradient Compacted and and Gray maintain brush concrete Grade finish. theAshape with FCRR10 of slip
2.1.1. 2.1.2. 2.1.3. 2.2.1. 8.1.4.
4.1.2. 4.1.1.
2.3.1. 2.3.2. 2.3.3. 2.3.4. 2.3.5. 2.3.6. 8.7. 8.5. 8.4. 8.3. 8.2. 9.8. 137.00
4.2.10. 4.2.3. 4.2.2. 4.2.1.
strength loads 3.1.1. tiles 9.11. 9.5. 134.30 457.2mmx457.2mmx7.3mm downwards is not needed, is needed. only 'Envisions CONCRETE 3 compressive in the Intensity' colour strength FLOOR cut pile takenylon take SLAB carpet
623 Passion 3.1.2. 3.1.3. recycled 3.1.4. 3.1.5. 3.1.6. concrete, The 9.2. 9.1. meshcontent concrete ithas also slabs ridges provides are onbounded ittensile Low-VOC Polymer Concrete Square Bar to provide chairs strength. together mesh fibreglass slab adhesive a tighter withreinforcing grip with sealto TVOC joints the backing of contentwith 40%
4
clayey /SILT brown BASALT some gravel red
silty CLAY. brown, plasticity highred/
Silty CLAY, plasticity, weathered 0.8m, (~50:50 some basalt redbasalt /extremely brown, layers vs clay) below high
extremely light BASALT, weathered grey / high
0.15 0.6 0.9
concrete At 500MPa Bar minimises All rust reinforcement. 7.4. 7.3. 7.7. 7.6. 9.9. 9.7. least reinforcement chairs as / 9.3. they 95% strength screed. the that can ofloads doesn't all damage must grade. reinforcing theuse not structure the be a structural lot bars contaminated ofhas space, andtoquality mesh take theby down. to little ofoil, surpass the volume mud, paint or
4.2.9. 4.2.8. 4.2.6. 4.2.5. 7.2.1.
The is cracks All to have impacts A with 3.3. 7.9. nominal structurally comply concrete concrete the any on concrete Australian alkali, it. with slump have sound uses Australian salts of strength. aStandards. sustainable 80mm maximum but or other as standards. isa required result foreign aggregate substitutions ofConcrete substances for thesize the substitutions in concrete ofmixture its20mm as composition. it to may must there incomply order not areIt
7
7.2.2. 7.5. 7.2.3.
The the coming Allow angle For junction 6.2. 6.3. 6.1. soil set edging carpet, into need isdowns lower the to tothe building. the be than foradhesive finished floor. the thefloor ground with must mat ain floor be black the non-solvent tofirst vinyl prevent floor edge and water based. strip also from orThe brass
5
5.2.2. 5.1.1. 5.6 7.2.3. 9.6.
6
1
3
colour336 Window 7.8. Flashing 7.7. 200x75mm 7.9. 7.10. Sealant prevents shading Yellow hot dipwater Gold galvanised from Low entering PFC VOC Sealant the building.
0.7mmofCor-Ten 9.1. 290mmx25mm cover Breathable 9.2. Cor-ten 9.4. Flashing 9.3. cappings 305mm waterproof deep, steel in 'Natural cladding with membrane 15mm finish' at expressed tray colour width of joints and
80mm 9.5. 17mm 9.6. 10 9.7. galvanised 300x100mm 9.8. cap Black Kingspan platePFC 2-M20 'Formrite' hot dip 'Kootherm bolts galvanised onon internal K5' each R4.0 parallel end wallinsulation offlange 150x75mm channel hot dip
End plate 9.9. 9.10. 9.11. natural hoop pine veneer', 19mm 50x30mm butt joined thickHot (internal 'Group dip galvanised 1ofFire wall) Rated topE0 hats MDF panel with
overhangs from 'GREEN substitutes. friendly C H -A brasion orrosion eat GBCA resistance - STAR', direction such resistance resistant toThis approved avoid asto and product for the up too the concrete sun to forest much design 400 as shading well certification degrees heat, with offulfills the toenvironmentally allreduce building) timber the scheme environmentally air work conditioning, and sourced friendly the
W 2 lprovide may U R A -S ong brasion olvent pSoats esistance ithstands tooccur term 150 the resistance Dulux resistance durability degrees over extreme to following: both Ferreko time) (pretoleum, heat fresh toweather outdoor No.3 resistance andMIO conditions salt conditions gasoline, water Two Pack diesel (however, Eproxy fuel and chalking is use to
lubricating R A S Paint -u following: ltraviolet lkaline alt esistance resistance finish resistance light oils) with to mile degradation Bituminous acids resistance Aluminium is use to provide the
4.1.3. 4.1.4. 4.1.5. 4.2.1. 4.2.2. 4.2.3. 4.2.4. 4.2.5. 3.1.5. 3.1.6. 3.1.2. 6.5.
FIRE F -H ire ighrated heat PROTECTION MDF resistant is used coating for the on& steel building FIREPROOFING (~400 degrees)
3.1.7. 2.3.6. 2.3.5. 2.3.1.
1.1.1. 1.5. 1.3.
3.1.4. 3.1.1.
1.1.2.
extremely light BASALT, weathered grey / high
similarside 4.1.1. Unlike sideways either 4.1.2. 7.9. 131.50 131.90 other approved. ofofthe roof thewalkway of bridge the section, rather ofBRIDGE Versiclad Sarking 4 thethan bridge the(as bridge's towards 75mm atowater allow R2.6 roof thebarrier) water building. roof is directed to panels fall onto
40x40mm 135x135mm Steel C15015 C450L0 C430L0 C45L0 Bracing RHS Purlin RHS Timber (hot Timber (hot (hot dip cladding dip dip decking galvanised) galvanised) galvanised) forfor bridge bridge ceiling floor underside
4.2.6. 4.2.7. 4.2.8. 4.2.9. 4.2.10. The 1.2. 3.1.3. 2.3.4. 2.3.3. 2.3.2. hot dip galvanised steel 6 cleat 200x75 300x900 100x50x3.0 380 Compared tensile them corrosion members PFC being strength plate PFC PFC protected. to hot RHS are (hot cold (hot dip and hot dip (hot formed dip galvanised rolled. isgalvanised) dip galvanised typically galvanised) steel,means cheaper. hot rolled that The has they feature aare higher LIVE 5.00 0.25 3.00 BEARING COMPONENTS of First Ground Roof LOADS floor floor CAPACITY PER (MPa) FLOOR FOR(kN CONCRETE per meter
1.4.2. 5.3.4. 5.2.3. 5.2.1. 5.1.5. 5.1.3. 5.1.4. 5.1.2.
1.4.1. 5.5
2
1.1.3.
clayey /SILT brown BASALT some gravel red
silty CLAY. brown, plasticity highred/
Silty CLAY, plasticity, weathered 0.8m, (~50:50 some basalt redbasalt /extremely brown, layers vs clay) below high
Overhang of roof preventsCLADDING Flashing 8.7. 9 water from entering the building interior.
3.1.7. rebate aesthetic 3.2. Edge architectural 3.3. 3.4. 7.8. is used soreasons. thebrass 0.2mm Edge Boxing Entry masonry mats Rebate frame Polymer outedge of to slab beis membrane 19mm not for columns seen coir -for fibre forwater on latex proofing backing with STEEL Aquagalv No.3 beams, 1 -ithe (many t satisfies coat following: MIO Aquagalv materials steel Water the COATINGS Two plates Green Pack of Born Water the and Building Eproxy Inorganic building Born perforated Inorganic is'GREENSTAR' used aimed Zincmetal. to Sillicate to Zinc coat be Sillicateis environmentally the and requirements steel Dulux columns use Ferreko to provide and
4.2.10. 4.2.5. 4.2.4. 4.1.5. 4.1.4. 3.4.
3
Admixed brown basalt, / red silt, clay, crushed
Column Dowel 1000mm 10mm polyethylene is on Mastic Insulated used the Ableflex Bars concrete) Seal toGrout Mullon provide foam to ducts full water expansion perimeter proofing joint (Ableflex toand prevent space is awater filler damage strip. Folded 8.4. Purlins 8.3. Trimdek 8.5. sealant 8.6. Galvanised It cappng fascia steel cladding with handrail prevents min 50mm corrosion. downturn and flexible joint
Concrete connection Mass extended structures' has reinforcing 9.10. 135.50 a concrete known column tofootings steel tothe level the isrock ishas is footings of used are engineer bearing because a laid known inside Mass 2.4. toover prevent capacity designed itthe level is Concrete the the mass of mass movement most rather bearing and concrete concrete itstable than has capacity ata soil. as point. that rigid because tensile No point. and Theititis
9
3
Admixed brown basalt, / red silt, clay, crushed
0.15
2.9
0.15
point loads) Ligs Standard 600mm continuous FOOTINGS 2 deep, deep cog loads) and 2000x2000mm AND 450mmCOLUMNS widepad Strip footing footing (takes (takes 8 Sealant must comply with 'GREENSTAR". ROOFING AND CEILING
2.2.2. 2.2.3. building. the This The to 8.6. 8.1.3. 137.30 the concrete footings pad ligs ensures concrete and and mesh bearing is strip equal filled better. footing have drying incapacity atridges same are Tie 4-11 time right bars ofand on TM. time 400kpa them, next at convenience Top for 600 to the and to this each CTS take pad bottom makes max. other, and the for loads them the strip R10 200 therefore workers. Cog Ligs footing. hold of the base aton900CTS max. 8.2. 8.1.1. perfectly The water 8.1.2. 8.1.3. 8.1.4. 2-3.15x75mm panel downwards fittingly. form is also nails allows This positioned oftothe secure installation them slope Versiclad Sarking 190mm 13mm to inbattens to be a way the Thick method overlapped R3.5 75 gutter that Gyprock R2.6 Insulation is thevery Insulated shape on'Perforated time top Batts also ofconvenient. Roof each directs Plasterboard' panels the
4.2.7. 4.1.3.
7.1.
2
0.8
2
0.8
1.1.4.
390Wx190Hx90mmD 5.1.1. masonry 25mm 5.1.2. 5 MASONRY Foilboard block inSpacer the colour hollow Block ofcore, greysmooth face
20mmreinforcement 5.1.3. 25mm 5.1.4. 390Wx190Hx190HmmD 5.1.5. masonry 10mm 5.2.2. Grout 5.2.1. Brick 5.2.3. hollow Masonry 5.3.4. R2.4 Foilboard Rolled core block ties masonry Foilboard flush inSpacer the joints (1brick) colour Insulation bar Block hollow forof1grey cavity core, Panelsmooth of everyface
square)
32 Concrete 15 50 Pad/strip Slab Suspended Hollow Tilt Mass panels on concrete screed ground footing columns beams slab
LINE LOAD The corner lineofOF ofPATH the influence INFLUENCE buildingtakes loads down at 45 degrees from the
The the Flashing to 2.1.3. 2.1.2. 5.3.5. prevent structure. Brick reinforcement and ties water and weep damage head steel holes restraints and helps and Head 5.3.5. Damp 5.4.1. Weep 5.4.3. Flashing 5.4.2. grout moisture keep restraints holes proof keeps filled water course to cavities the the outside masonry bricks, strengthens ofwhich in building place.
Ahe -T rebound For to hen nd the the loads through itfoundation, goes Roof/First ground ofgets travel loads the downwards transferred floor to footings rise with floor: the the back aclosest loads little via and to upthe rebound the to can steel the column foundation travel mass stud once or directly wall concrete stud again. and or wall column to a small the footings then
causes Articulation allow expanding pressure 3.2. 2.1.1. 5.4.2. 5.4.3. 5.4.1. 127.90 forthem movement from from joints toside shrink the forto moisture ofevery side and the 5.6. Articulation 5.5. 17mm bricks of expand 6 meters brickwork - this due thick prevents atofto higher Joints black masonry the shrinking cracks coloured rates. brick and and 'Formrite' work to with no
Vertical loads windows and its must glazing. not be less than twice of the dead weight of the
2.2.3. 2.2.2. 2.2.1.
0.15 0.6 0.9
2.4.
WESTERN BACE
sanding to surface (internal of wall behind masonry)
NAME: SERENA YU
STUDENT ID: 722034
TUTORIAL: 061:20 SCALE:
TUTOR: NICK NGAMBLE ORIENTATION:
wall and window schedule
2.9
ground floor carpet type 5
ACOUSTIC WALL (INSTEAD
OF WALL EVERYTHING WALL THE STRUCTURAL HERE, FRAMING ITS ABOUT LAYERS FRAME - PUT THEAND
FLOOR & WALL FINISHES
advnatages loads are transferred and disadvantages down fromof steel frame stud structure wall and exterior is nonloadbearing.
cross Name also hot dip fire bracing the galvanised resistance steel onstud wall profile (92mm), providesand resistance how it has to lateral bracing wind etc and and seismic forces.
1. 2.
THERMAL DOORS PROTECTION its anodised & WINDOWS &for MOISTURE protection!!!! (put that Ground floor window and second floor longer window is gl1b Viridian
3. 4. 5. 6. 7. blinds Blinds for 1 –ground manualfloorInside ‘ThermoTech’ glass, Outside Gap: windows: 12mm double face: face:6.5mm glazing 6.38mm insulating EnergyTech EnergyTech glass unit, Clear low Clear E coated
operation — BL1 Anodised Fabric: polyester, Single Mermet aluminium 2400mm roller‘Vela sunscreen wide head base Offices G41 Met Greenscreen’, Seminar bar, box, blind, generally colour: colour: manual Room Black Black 100% operation
Colour: PVC TVOC 0.1mg/m2/hr free Emissions: Charcoal fabric M030
heavy CLADDINGS WALL ROOFING bottom) FINISHES (lightweight & LININGS top to
the masonary wall is built above DETAILING
ground into getting - to prevent the building water from
3
1.1.1
2
SITE WORKS AND FOUNDATIONS
100mm 1. (honeycomb The 2. section layerisshape ofbetween compressible for strength) boreholes cardboard 2 and 3. to An allow average for load between settlement the
twothis 150mm: 2.1. 700mm: 2.2. 1900mm: 2.3. Beneath 2.4. refusal to termite 3. used point to protection?? an silty the to probe very admix determine because very clay weathered the weathered of ofbasalt high silt, it the is clay, plasticity the basalt soil rock. basalt most and structure. The stable crushed rock mass is where concrete basaltthere is extended is a
fill etc for 5. groundwater?/ 4. 100mm 6. shape layer strength of compressible and why - load cardboard settlements) above soil (honey comb
FOOTINGS
2000x2000mm 1. Dowel 1.1. 10mm 1.2. expansion proofing 450mm 2. bars Ableflex strip to joint prevent projected footing to pad and full water footing space 600mm perimeter. at 1000mm damage filler 600mm deep strip. Ableflex on deep Itthe is is used concrete. a polyethylene to provide water foam
Tiebar 2.1. Ligs 3. concrete 4. mass 5. dowel 6. Square 7.1. reinforcement 7. tie 7.2. bar (why concrete bars for mesh slab its ... used)
remmebr the sunshade on roof
13mm thickPlasterboard' 'Perforated Gyprock
1.3.least mass 1.4. stable expand, footings 1.5. etc) At 2. strength concrete point, 95% 600 bearing pressure grade. the mm of isall other capacity deep extended etc reinforcing and soilof not above to 400kpa bars strong theisrock and prone (because) etc because mesh and to movement moisture to itsurpass is thelevels (shrink, most 500MPa
3.metre secure 8 1 bar holes chiars chairs the for tallthat mesh column steel doesn't doesnt framing use use auplota of lotspace of space - bar chairs are used to
CONCRETE GROUND FLOOR SLABS
external paving 1. concrete 1.1. because of has the cracks green(structually star env friendly sound)substitutions but cracks may be
0.2mm Polythene 2. Square 3. structure mesh as reinforcement membrane tofor provide tensilewaterproofing strength for concrete beneath slab
10 cap end of 150x75mm plate 2-M20hot bolts dipon galvanised each
parallel flange channel
hot dip galvanised parallel flange channel
50x30mm top hats hot dip galvanised 19mm thick 'Group 1 Fire Rated E0 MDF panel with natural Breathable 80mm Kingspan hoopwaterproof pine'Kooltherm veneer', membrane butt K5'joined External wall board insulation, R6.0
end plate attached with 2-M20 300x100mm parallel 0.7mm bolts flange Cor-Ten hot channel steel dip galvanised cladding at tray width of 290mmx25mm deep, with 15mm expressed joints and cover of 305mm in 'Natural finish' colour
'Envisions tiles 457.2x457.2x7.3mm Intensity' cut pile tiles nylon carpet
Low-VOC adhesive with TVOC content
2-M20 bolts on 100x10mm cleat
FIRST FLOOR SLABS
STRUCTURAL WALL STEEL FRAMING STEEL - TIMBER &
Polymer fibre glass backing
THERMAL & MOISTURE PROTECTION
with regard to
N24 Bars mastic seal
1000mm Hot mastic dipseal galvanised Grout ducts parallel flange channel
form ply
Insulated 'ThermoTech' Low E coated Mullion insualting glass, double glass glazing unit,
lookbottom there's the first floors at the a skirting (A300) internal for both duct elevation ground at and -
2.3
PRECAST AND MASONRY WALLS CONCRETE COLUMNS
METAL FINISHES AND METALWORK
Flashings
window sill
2.2 2.1
100mm layer concrete slab of compressible cardboard
'Envisions tiles 457.2mmx457.2mmx7.3mm Intensity' cut pile nylon in carpet the colour
DOORS & WINDOWS
Ground floor window and second floor longer window is gl1b 1. Viridian 2.
‘ThermoTech’ 3. glass, 4. Outside 5. Gap: 6. Inside 7. blinds 12mm double for face: face: ground 6.5mm glazing 6.38mm insulating floor EnergyTech windows: EnergyTech glass unit, Clear low Clear E coated
Polymer fibreglass recycled content reinforcing 623 backing Low-VOC Passion adhesive with 40% with TVOC content
Blinds O operation G — BL1 Anodised Fabric: ffices 41 Single Seminar 1Mermet generally – aluminium manual roller Room ‘Vela sunscreen head base Met Greenscreen’, bar, box, blind, colour: colour: manual Black Black 100% operation
chairs line Bar make thicker weight -
polyester, Colour: PVC TVOC 0.1mg/m2/hr free Emissions: Charcoal fabric 2400mm M030 wide
Square mesh
450mm for it wide strip footing 0.2 Polythene membrane
Ligs at 900 maximum ctx Tie bar at 600ctx
CLADDINGS & LININGS ROOFING
WESTERN BACE FLOOR & WALL FINISHES DETAILING
NAME: SERENA STUDENT YU ID: 722034
and the 450 spacing between steel studs
C:\Users\serenay\Desktop\Western BACE Architectural A200 Series_Page_2.jpg
WESTERN BACE
223
NAME: SERENA YU
STUDENT ID: 722034
TUTORIAL: 06
TUTOR: NICK GAMBLE
SCALE:
ORIENTATION:
1:20
N