Environmental Impacts of Multi-Storey Buildings Using Different ...
Environmental Impacts of Multi-Storey Buildings Using Different ... Environmental Impacts of Multi-Storey Buildings Using Different ...
- 144 -T I M B E R P L U S B U I L D I N Gm m2 workings m3 density tonnesFoundationsC Beam Foundations 69 1.2 x 0.6 49.6837 1.5 x 1.4 77.70 127.38 2.31 294.25R/S Beam Foundations 6937 106 0.046 4.88C Raft Foundations 58 0.3 17.4017 0.3 5.10 22.50 2.31 51.98R/S Raft Foundations 5817 75 0.04 3.00C Foundation Pads 6 0.3 x 0.2 0.11 2.31 0.25R/S Foundation Pads 6 0.3 x 0.2 0.11 0.05 0.01Ground Floor SlabsC Ground Floor Slabs 72 0.25 18.00725 0.2 145.00 163.00 2.31 376.53R/S Ground Floor Slabs 72725 797 0.00227 1.81Suspended floorsC Suspended Floor Slabs 4304 0.065 279.76 2.31 646.25R/S Suspended Floor Slabs 4304 0.00227 9.78T Plywood Floors 4304 0.0117 50.36StairsT Stairs 27 0.40 10.92 0.506 5.53T Balustrading 27 21 50 x 25 0.71 0.506 0.36Structure:S/S Posts Lift shaft 2.18S/S Joist hangers 900 0.00034 0.31S/S Beam tendons 30 0.11S/S Column base shoe 18 0.01014 0.18S/S Column base dissipater 144 0.00074 0.11S/S Wall base dissipater 72 0.00302 0.22S/S Wall base MacAlloy 12 0.05223 0.63LVL Columns 430 600 x 378 97.5298 500 x 378 18.52 116.05 0.506 58.72LVL Posts 140 200 x 189 5.2998 160 x 126 1.98123 200 x 189 4.65 11.92 0.506 6.03LVL Beams 425 600 x 378 72.29442 550 x 378 91.8957 450 x 252 6.4680 240 x 126 2.4289 200 x 126 2.2452 220 x 189 2.16 177.47 0.506 89.80LVL Portals 161 360 x 189 10.95 0.506 5.54LVL Joists 1 4304 400 x 126 216.92 0.506 109.76LVL Shear Walls 581 252 146.41 0.506 74.08RoofS Roof Cladding 445 0.00751 3.34S/G Spouting 36 0.25 x 0.3 0.0280 0.15 x 0.175 0.03 0.05 7.85 0.39S/G Downpipes 158 150 dia 0.04 7.85 0.31T Roof Framing 2.6 445409 2220.4 150 x 50 16.65 0.506 8.43T Plywood Roofs 409 0.01 4.09S Wall Cladding Plant Room 241 0.00751 1.81Exterior walls (Envelope)T Exterior Wall Framing 3.5 124632730241 100 x 50 32.27276 300 x 50 14.49182 150 x 50 4.78 51.54 0.506 26.08T Exterior Cavity Battens 1.8 58112463276518230 4375.8 50 x 25 5.47 0.506 2.77T Interior Wall lining 581 10 5.8112461685 12 35.17 40.98 0.506 20.74
- 145 -T Exterior Wall Cladding 5811246327276 19 46.17 0.506 23.36T Exterior Wall Cladding 182 12 2.18 0.506 1.11T Exterior Wall Cladding 30 10 0.30 0.506 0.15P Exterior Walls 58112463276527618230 2707.00 0.29In Walls - R2.6 12463272761821685 3716.00 6.19T Soffit Framing 3.8 87 330.6 75 x 50 1.24 0.506 0.63T Soffit Lining 87 10 0.87 0.506 0.44P Exterior Soffits 87 0.01T Parapet Framing 3.5 65 227.5 100 x 50 1.14 0.506 0.58T Parapet Cladding 65 19 1.24 0.506 0.62Interior wallT Interior Wall Framing 3.5 2381685 100 x 50 33.65300 x 50 0.00 33.65 0.506 17.03T Interior Wall Cladding 1685 20.22 0.506 10.23T Walls 377 0.056 21.11P Interior Walls 12463272761827544763370548 7179.00 0.78MDF 15 MDF 32727618247682 1343.00 0.0111 14.91In Walls - acoustic 615 0.86WindowsG Windows 94972 1021.00 0.03095 31.60T Window reveals 496 400 x 25 4.96 0.506 2.51Al Windows 2418 0.08 193.44 0.00537 1.04T Window frames 2418 40 x 25 0.506 1.22DoorsG Doors 6 11 0.03095 0.34T Doors 69 0.029 2.00P Doors 69 216 0.02T Door frames 51 40 x 25 0.506 0.03Ceiling officesP Ceilings 82 0.01MDF 17 MDF ceiling tiles 4263 0.0126 53.71In Ceilings Exposed to outside - 445L6 and L7 plantroom 40960 914.00 1.37LouversT Louvres 2903 300 x 50 43.55 0.506 22.03P Louvres 2903 0.7 2032.10 0.22
- Page 93 and 94: - 93 -Figure 7.5: Construction sche
- Page 95 and 96: - 95 -8.2 Source and Availability o
- Page 97 and 98: - 97 -It would be incorrect, howeve
- Page 99 and 100: - 99 -8.5 Additional Opportunities
- Page 101 and 102: - 101 -example, removal of CCA trea
- Page 103 and 104: - 103 -The Waste Minimisation Bill
- Page 105 and 106: - 105 -9 Discussion9.1 The Building
- Page 107 and 108: - 107 -• The buildings tend to be
- Page 109 and 110: - 109 -9.4.3 Data Sets9.4.3.1 Gener
- Page 111 and 112: - 111 -The following assessment wil
- Page 113 and 114: - 113 -Table 9.1. GWP coefficients
- Page 115 and 116: - 115 -Figure 9.2 shows that the ne
- Page 117 and 118: - 117 -placing and retaining materi
- Page 119 and 120: - 119 -Net CO 2 emissions - that is
- Page 121 and 122: - 121 -The LVL specified for the st
- Page 123 and 124: - 123 -10 ConclusionsThe following
- Page 125 and 126: - 125 -building types, instead subs
- Page 127 and 128: - 127 -In summary, reutilisation sh
- Page 129 and 130: - 129 -• What is the ranking of t
- Page 131 and 132: - 131 -• What is the comparison i
- Page 133 and 134: - 133 -Connell Wagner (2007): Combu
- Page 135 and 136: - 135 -Suzuki, Michiya, and Tatsuo
- Page 137 and 138: - 137 -C O N C R E T E B U I L D I
- Page 139 and 140: - 139 -S T E E L B U I L D I N Gm m
- Page 141 and 142: - 141 -T I M B E R B U I L D I N Gm
- Page 143: - 143 -T I M B E R B U I L D I N G
- Page 147 and 148: - 147 -Appendix B. Life times of bu
- Page 149 and 150: - 149 -Appendix D: Transport scenar
- Page 154 and 155: - 151 -Appendix F: Warren and Mahon
- Page 156 and 157: Timber Plus ProjectSummary of the T
- Page 158 and 159: Timber Plus ProjectGreen Star Ratin
- Page 160 and 161: Timber Plus ProjectVolatile Organic
- Page 162 and 163: Timber Plus ProjectThe Forest Stewa
- Page 164 and 165: Timber Plus ProjectStain and Clear
- Page 166 and 167: Timber Plus ProjectINTERIOR WALL CL
- Page 168 and 169: Timber Plus ProjectWINDOW REVEALSMa
- Page 170 and 171: Timber Plus ProjectSOFFIT FRAMINGMa
- Page 172 and 173: Timber Plus ProjectEXTERIOR WALL CL
- Page 174 and 175: Timber Plus ProjectAdditional Oppor
- Page 176 and 177: Appendix AResene Expected Paint Sys
- Page 178 and 179: - 152 -Appendix G: Green Star Asses
- Page 180 and 181: New Zealand Forest Research Institu
- Page 182 and 183: Executive SummaryA common building
- Page 184 and 185: 1 IntroductionA common building des
- Page 186 and 187: Timber pluso The same assumptions a
- Page 188 and 189: Table 1-1-1: Weightings in Green St
- Page 190 and 191: The science behind LCA is still dev
- Page 192 and 193: In comparison the LCA results have
- 144 -T I M B E R P L U S B U I L D I N Gm m2 workings m3 density tonnesFoundationsC Beam Foundations 69 1.2 x 0.6 49.6837 1.5 x 1.4 77.70 127.38 2.31 294.25R/S Beam Foundations 6937 106 0.046 4.88C Raft Foundations 58 0.3 17.4017 0.3 5.10 22.50 2.31 51.98R/S Raft Foundations 5817 75 0.04 3.00C Foundation Pads 6 0.3 x 0.2 0.11 2.31 0.25R/S Foundation Pads 6 0.3 x 0.2 0.11 0.05 0.01Ground Floor SlabsC Ground Floor Slabs 72 0.25 18.00725 0.2 145.00 163.00 2.31 376.53R/S Ground Floor Slabs 72725 797 0.00227 1.81Suspended floorsC Suspended Floor Slabs 4304 0.065 279.76 2.31 646.25R/S Suspended Floor Slabs 4304 0.00227 9.78T Plywood Floors 4304 0.0117 50.36StairsT Stairs 27 0.40 10.92 0.506 5.53T Balustrading 27 21 50 x 25 0.71 0.506 0.36Structure:S/S Posts Lift shaft 2.18S/S Joist hangers 900 0.00034 0.31S/S Beam tendons 30 0.11S/S Column base shoe 18 0.01014 0.18S/S Column base dissipater 144 0.00074 0.11S/S Wall base dissipater 72 0.00302 0.22S/S Wall base MacAlloy 12 0.05223 0.63LVL Columns 430 600 x 378 97.5298 500 x 378 18.52 116.05 0.506 58.72LVL Posts 140 200 x 189 5.2998 160 x 126 1.98123 200 x 189 4.65 11.92 0.506 6.03LVL Beams 425 600 x 378 72.29442 550 x 378 91.8957 450 x 252 6.4680 240 x 126 2.4289 200 x 126 2.2452 220 x 189 2.16 177.47 0.506 89.80LVL Portals 161 360 x 189 10.95 0.506 5.54LVL Joists 1 4304 400 x 126 216.92 0.506 109.76LVL Shear Walls 581 252 146.41 0.506 74.08Ro<strong>of</strong>S Ro<strong>of</strong> Cladding 445 0.00751 3.34S/G Spouting 36 0.25 x 0.3 0.0280 0.15 x 0.175 0.03 0.05 7.85 0.39S/G Downpipes 158 150 dia 0.04 7.85 0.31T Ro<strong>of</strong> Framing 2.6 445409 2220.4 150 x 50 16.65 0.506 8.43T Plywood Ro<strong>of</strong>s 409 0.01 4.09S Wall Cladding Plant Room 241 0.00751 1.81Exterior walls (Envelope)T Exterior Wall Framing 3.5 124632730241 100 x 50 32.27276 300 x 50 14.49182 150 x 50 4.78 51.54 0.506 26.08T Exterior Cavity Battens 1.8 58112463276518230 4375.8 50 x 25 5.47 0.506 2.77T Interior Wall lining 581 10 5.8112461685 12 35.17 40.98 0.506 20.74
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