X Denotes wall frame panel label | My Assignment Tutor

179-193 BARRINGTON STP.O. BOX 1184steve.bakker@timbertraders.com.auCLIENT:PROJECT:SCALE: 1:75 (A3)TITLE:GENERAL ARRANGEMENT PLANROOF COVER :SHEETROOF PITCH :24.72°ROOF TRUSS SPACING :1200c/c maxREGION :ADRAWN :S.B.TERRAIN CAT : 2.0TIMBER TREATMENT LEVEL: H2WIND CLASSIFICATION: N2DESIGN WIND SPEED : 40 m/secJOB NO :DAB-18SPSHEET : 1 of 48/05/2018REVISION : ConstructionCONSTRUCTIONISSUEA BCDE825 1520 2100 1520 820 620 510 980 1330 1520 705W3 (1382 x 1520)* Sill at 766* Head at 2148W4 (524 x 980)* Sill at 1624* Head at 2148W5 (1039 x 620)* Sill at 1109* Head at 2148W3 (1382 x 1520)* Sill at 766* Head at 2148W3 (1382 x 1520)* Sill at 766* Head at 21483400600012450 (O/A studwall) SPEARWOOD, WA 6163Ph : 94183222 Fax : 94183240BIBRA LAKE DC, WA 69651000 high panel820ED720ID820ED820ID820ID720ID 720ID820ID620ID720ID820ID1025 2060 1560 2420 2815 890 1680W1 (1210 x 2060)* Sill at 938* Head at 2148SD1 (2148 x 2420)* Head at 2148820ED (2150 x 890)* Head at 21502970 890 795 1220 2675W2 (1382 x 1220)* Sill at 766* Head at 2148820ED (2150 x 890)* Head at 21505150330023008550 (O/A studwall)3535353535 1353570 CLEAR OPENING SCHEDULEPRE-FAB STUD FRAMING MINIMUM SPECIFICATIONExternal (load-bearing wall panels): H2 treated, 2470 finished height, 90×35 MGP10 studs at 600c/c maxInternal (non load-bearing wall panels): H2 treated, 2430 finished height, 90×35 MGP10 studs at 600c/c maxCONSTRUCTIONISSUEX Denotes wall frame panel label and directionA B2470 FFL90×35 Site fitted ribbon plate (to external wall panels only)* Bringing panels to FH 2470 FFLW3 (1382 x 1520)* Sill at 766* Head at 2148W3 (1382 x 1520)* Sill at 766* Head at 2148W5 (1039 x 620)* Sill at 1109* Head at 2148W4 (524 x 980)* Sill at 1624* Head at 2148W3 (1382 x 1520)* Sill at 766* Head at 2148825 1520 2100 1520 820 620 510 980 1330 1520 705190×45 H3 * U/S at 2150 FFL179-193 BARRINGTON STP.O. BOX 1184steve.bakker@timbertraders.com.auCLIENT:PROJECT:SCALE: 1:75 (A3)TITLE:WALL PANEL LAYOUTROOF COVER :SHEETROOF PITCH :24.72°ROOF TRUSS SPACING :1200c/c maxREGION :ADRAWN :S.B.TERRAIN CAT : 2.0TIMBER TREATMENT LEVEL: H2WIND CLASSIFICATION: N2DESIGN WIND SPEED : 40 m/secJOB NO :DAB-18SPSHEET : 2 of 48/05/2018REVISION : Construction QTY OPENING LABEL HEIGHT X WIDTH FIN HEIGHT1 W1 1210 x 2060 21481 SD1 2148 x 2420 21481 W2 1382 x 1220 21483 W3 1382 x 1520 21481 W4 524 x 980 2148LOAD CONDITIONLBLBLBLBLB1 W5 LB 1039 x 620 21482 820ED LB 2150 x 890 21501 620ID4 720ID N-LB 2080 x 760 20804 820ID N-LB 2080 x 860 2080N-LB 2080 x 660 2080SPEARWOOD, WA 6163Ph : 94183222 Fax : 94183240BIBRA LAKE DC, WA 6965C D EG FJ I H1235 46789101112131415161719 1820212223242526820ED (2150 x 890)* Head at 2150W2 (1382 x 1220)* Sill at 766* Head at 21482970 890 795 1220 2675820ED (2150 x 890)* Head at 2150SD1 (2148 x 2420)* Head at 2148W1 (1210 x 2060)* Sill at 938* Head at 21481025 2060 1560 2420 2815 890 1680820ID720ID620ID820ID720ID 720ID820ID 820ID820ED720ID820ED190×45 H3 * U/S at 2150 FFL240×45 H3 * U/S at 2230 FFL240×45 H3 * U/S at 2230 FFL 179-193 BARRINGTON STP.O. BOX 1184steve.bakker@timbertraders.com.auCLIENT:PROJECT:SCALE: 1:75 (A3)TITLE:ROOF TRUSS LAYOUTROOF COVER :SHEETROOF PITCH :24.72°ROOF TRUSS SPACING :1200c/c maxREGION :ADRAWN :S.B.TERRAIN CAT : 2.0TIMBER TREATMENT LEVEL: H2WIND CLASSIFICATION: N2DESIGN WIND SPEED : 40 m/secJOB NO :DAB-18SPSHEET : 3 of 48/05/2018REVISION : ConstructionCONSTRUCTIONISSUEC4C4C3C3C1C1C2C2C1C2TG3*SYMBOL LEGENDGENERAL NOTESA BCDE4545H2190×45 H3 verandah beam: 1/2.4240×45 H3 carport beam: 1/6.0190×45 H3 verandah beam: 1/6.0190×45 H3 verandah beams: 3/5.42620 (TG3 setback)Oure face beamFascia / 6.0 Fascia / 5.0 Fascia / 6.0Fascia / 6.5Metal speedbracing to truss top chordsBCT70×35 Bottom chord ties at 2800c/c maxFB3590 framing bracket bottom chord truss to truss connection (fully nailed)MX* Truss location is critical (truss mark with asterisk)* Setbacks provided are from outer face wall panels to NEAR face trusses (UNO)1. All erection and bracing as per Pryda erection guide and AS4440.2. These drawings to be read in conjunction with architectural and structural drawings.3. Truss tiedown and connection requirement: See seperate report supplied with these layouts. SPEARWOOD, WA 6163Ph : 94183222 Fax : 94183240BIBRA LAKE DC, WA 6965C1C2C1C2C3C4C3C4J1J2J3J3J1J1J5J5J6J6S1S1S1S2 * Adjacent to wall panelTS1*TS1*C3C3C4C4C3C4H1H2H4H1H6H6TG1*TG2*V1V2V3BCTBCTBCTBCT240×45 H3 carport beam: 1/3.6240×45 H3 carport beam: 1/3.6190×45 H3 verandah beam: 1/3.62720 (TG1 setback)3920 (TS1 setback)2720 (TG2 setback)3920 (TS1 setback)Fascia / 6.0Fascia / 1.0Fascia / 3.52/140×45 H3 hip rafters: 2/4.2Fascia / 3.5 179-193 BARRINGTON STP.O. BOX 1184steve.bakker@timbertraders.com.auCLIENT:PROJECT:SCALE: NTSTITLE:SECTION DETAILSROOF COVER :SHEETROOF PITCH :24.72°ROOF TRUSS SPACING :1200c/c maxREGION :ADRAWN :S.B.TERRAIN CAT : 2.0TIMBER TREATMENT LEVEL: H2WIND CLASSIFICATION: N2DESIGN WIND SPEED : 40 m/secJOB NO :DAB-18SPSHEET : 4 of 48/05/2018REVISION : ConstructionDETAIL E * Not to scale3300 SPEARWOOD, WA 6163Ph : 94183222 Fax : 94183240BIBRA LAKE DC, WA 6965CONSTRUCTIONISSUE24.72° FL 2470 FFLOpening heads at 2148 FFLCeiling lining to 25mm metal ceiling battensdirect fixed to truss bottom chords at 600c/c max40mm metal roof battens at 900c/c max4.5mm fibre-cement raked eave liningto 70×35 eave framingDETAIL A * Not to scale90×35 Site fitted ribbon plate (to external wall panels only)* Bringing panels to FH 2470 FFL6406.0mm Versilux lining to 70×35 ceiling battensdirect fixed to truss bottom chords at 600c/c max FCL at 2429 FFL U/S 240×45 H3 beam at 2230 FFL24.72°FCL at 2435 FFL2470 FFLOpening heads at 2148 FFLCeiling lining to 25mm metal ceiling battensdirect fixed to truss bottom chords at 600c/c maxDETAIL D * Not to scaleU/S 190×45 H3 beam at 2150 FFL23007.0°140×35 H3 Birdboard120×35 H3 rafters at 900c/c max24.72°FCL at 2435 FFL2470 FFLOpening heads at 2148 FFLCeiling lining to 25mm metal ceiling battensdirect fixed to truss bottom chords at 600c/c max U/S 190×45 H3 beam at 2150 FFL4.9°120×35 H3 rafters at 900c/c max 140×35 H3 Birdboard70×45 H3 roof battens at 900c/c max70×45 H3 roof battens at 900c/c max24.72°2470 FFL40mm metal roof battens at 900c/c max4.5mm fibre-cement raked eave liningto 70×35 eave framingDETAIL B * Not to scale6406.0mm Versilux lining to 70×35 ceiling battensdirect fixed to truss bottom chords at 600c/c max FCL at 2429 FFL U/S 240×45 H3 beam at 2230 FFL24.72°2470 FFLDETAIL C * Not to scaleWorldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 1Job: DAB-18SP“S1” – 3 Single Trusses – (35mm thick)Approx truss weight : 44 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B348004750Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002BC90MGP10H2B342003800Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.003TC90MGP12H2B360005455Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.004TC90MGP12H2B348004706Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.005Web70MGP10H2B612001000Bot82.050.0057.330.00035/35–––––––––6Web90MGP10H2B624002138Cln27.6162.3952.3370.34045/45–––––––––7Web70MGP10H2B321001879Cln90.000.0065.2865.28035/35––––––––– Plate Summary10C4 : 6 4C6 : 6 6C2 : 12 6C3 : 18 6C4 : 127491 2345 6 7 6 5H:22 V:86C3H:= V:=6C2H:= V:4010C4H:= V:=6C2H:-22 V:86C36C4H:-158 V:354C6H:= V:506C4H:-3 V:40H:= V:=6C320682005(1145v) (2068v)4275(100v)2005(1145v)4275(100v)2138427521384275749R855024.7 deg 24.7 degCamber: (0) (2) (2) (2) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 2Job: DAB-18SP“TS1” – 2 Single Trusses – (35mm thick) – (3920mm station)Approx truss weight : 44 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B248004750Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002BC90MGP10H2B242003800Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.003TC90MGP12H2B254005037Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.004TC90MGP10H2B212001101Bot0.0024.7224.720.00045/45–0.000.000.000.000.000.000.000.005TC90MGP10H2B248004288Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.006Web70MGP10H2B41200973Bot0.0071.5379.590.00035/35–––––––––7Web70MGP10H2B421002020Cln53.600.0028.8853.95035/35–––––––––8Web70MGP10H2B418001705Bot72.4617.5472.460.00035/35––––––––– Plate Summary4C2 : 8 4C4 : 4 6C3 : 12 6C4 : 8 8C4 : 81 234567 8 8 76H:22 V:86C3H:-40 V:356C4H:= V:354C4H:-110 V:356C4H:-22 V:86C34C2H:= V:= 8C4H:-135 V:40H:-65 V:40 8C44C2H:= V:=H:= V:=6C31806551(1806v) (1806v)2320(1000v)4275(100v)551(1806v)2320(1000v)4275(100v)1793427517934275749R85504100 188188 4100 74924.7 deg 24.7 degCamber: (0) (2) (2) (2) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 3Job: DAB-18SP“TG1” – 1 Single Truss – (35mm thick) – (2720mm station)Approx truss weight : 50 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B148004750Bot90.0024.720.0090.0001/60–0.000.000.000.000.000.000.000.002BC120MGP10H2B142003800Bot90.0024.720.0090.0001/60–0.000.000.000.000.000.000.000.003TC90MGP12H2B142003716Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.004TC120MGP10H2B142003631Bot0.0024.7224.720.00060/60–0.000.000.000.000.000.000.000.005TC90MGP10H2B136002967Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.006Web70MGP10H2B212001155Cln28.0961.9152.810.00035/35–––––––––7Web70MGP10H2B312001013Bot90.000.000.0090.00035/35–––––––––8Web70MGP10H2B221001988Cln30.6459.3630.6459.36035/35––––––––– Plate Summary10C4 : 4 4C2 : 4 6C2 : 2 6C4 : 6 8C4 : 61 234567 8 78 76H:54 V:106C4H:= V:358C4H:= V:=6C2H:= V:358C4H:-54 V:106C44C2H:= V:= 10C4H:-230 V:358C4H:= V:35H:-20 V:35 10C44C2H:= V:=H:= V:=6C412531816(1253v) (1253v)2795(781v)4275(100v)1816(1253v)2795(781v)4275(100v)1816427518164275749R85502707 260260 2707 74924.7 deg 24.7 degCamber: (0) (4) (4) (3) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 4Job: DAB-18SP“TG2” – 1 Single Truss – (35mm thick) – (2720mm station)Approx truss weight : 50 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B148004750Bot90.0024.720.0090.0001/60–0.000.000.000.000.000.000.000.002BC120MGP10H2B142003800Bot90.0024.720.0090.0001/60–0.000.000.000.000.000.000.000.003TC90MGP12H2B142003716Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.004TC120MGP10H2B142003631Bot0.0024.7224.720.00060/60–0.000.000.000.000.000.000.000.005TC90MGP10H2B136002967Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.006Web70MGP10H2B212001155Cln28.0961.9152.810.00035/35–––––––––7Web70MGP10H2B312001013Bot90.000.000.0090.00035/35–––––––––8Web70MGP10H2B221001988Cln30.6459.3630.6459.36035/35––––––––– Plate Summary10C4 : 4 4C2 : 4 6C2 : 2 6C4 : 6 8C4 : 61 234567 8 78 76H:54 V:106C4H:= V:358C4H:= V:=6C2H:= V:358C4H:-54 V:106C44C2H:= V:= 10C4H:-230 V:358C4H:= V:35H:-20 V:35 10C44C2H:= V:=H:= V:=6C412531816(1253v) (1253v)2795(781v)4275(100v)1816(1253v)2795(781v)4275(100v)1816427518164275749R85502707 260260 2707 74924.7 deg 24.7 degCamber: (0) (4) (4) (3) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 5Job: DAB-18SP“S2” – 1 Single Truss – (35mm thick)Approx truss weight : 28 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B160006000Bot90.0024.7224.7290.0001/1–0.000.000.000.000.000.000.000.002TC90MGP12H2B142004051Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.003TC90MGP10H2B136003303Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.004Web70MGP10H2B2900771Bot0.0072.8678.390.00035/35–––––––––5Web70MGP10H2B218001608Cln53.470.0028.7536.53035/35––––––––– Plate Summary4C2 : 4 4C4 : 6 6C3 : 412345 54H:22 V:86C3H:-20 V:354C4H:-80 V:354C4H:-22 V:86C34C2H:= V:=4C4H:= V:404C2H:= V:=14811425(825v) (1481v)3000(100v)1425(825v)3000(100v)1001300010013000600024.7 deg 24.7 deg749Camber: (0) (1) (1) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 6Job: DAB-18SP“TG3” – 1 Single Truss – (35mm thick) – (2620mm station)Approx truss weight : 34 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B160006000Bot90.0024.7224.7290.0001/1–0.000.000.000.000.000.000.000.002TC90MGP10H2B130002857Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.003TC120MGP10H2B115001281Bot0.0024.7224.720.00060/60–0.000.000.000.000.000.000.000.004TC90MGP12H2B142003606Bot0.0065.280.0065.28045/45–0.000.000.000.000.000.000.000.005Web70MGP10H2B11200947Cln30.7968.8155.510.00035/35–––––––––6Web70MGP10H2B11200981Bot80.400.0055.680.00035/35–––––––––7Web70MGP10H2B118001738Cln33.8242.5633.8265.78035/35–––––––––8Web70MGP10H2B11200995Bot76.380.0076.380.00035/35–––––––––9Web70MGP10H2B11200947Cln30.7872.8455.500.00035/35––––––––– Plate Summary10C4 : 4 4C2 : 4 6C4 : 6 8C4 : 2123456 7 89H:54 V:106C4H:-80 V:406C4H:= V:358C4H:-54 V:106C44C2H:= V:=10C4H:-215 V:4010C4H:-75 V:404C2H:= V:=1207641(1207v) (1207v)1650(722v)3000(100v)641(1207v)1650(722v)3000(100v)875300087530006000749 26026024.7 deg 24.7 degCamber: (0) (2) (2) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 7Job: DAB-18SP“V1” – 1 Single Truss – (35mm thick) – (0mm station)Approx truss weight : 13 kgCustomer:Site addresDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC70MGP10H2B148004350Bot0.0024.7224.720.00035/35–0.000.000.000.000.000.000.000.002TC70MGP10H2B224002227Top24.720.000.0065.28035/35–0.000.000.000.000.000.000.000.003Web70MGP10H2B2600479Bot90.000.0065.280.00035/35–––––––––4Web70MGP10H2B1900854Cln90.000.0065.2865.28035/35––––––––– Plate Summary4C2 : 14 4C4 : 212 2343H:= V:=4C2H:= V:=4C2H:= V:=4C2H:= V:=4C2H:= V:=4C24C2H:= V:=4C4H:= V:404C2H:= V:=1001850(610v) (1001v)2175850(610v)217585021758502175435024.7 deg 24.7 degCamber: (0) (0) (0) (0) (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 8Job: DAB-18SP“H1” – 2 Single Trusses – (35mm thick)Approx truss weight : 25 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B242003847Bot90.0018.030.0090.0001/60Dbl0.000.0045.0045.000.000.000.000.002TC90MGP12H2B221001998Bot0.0071.970.0071.97045/45Dbl0.000.0042.2542.250.000.0017.2017.203TC90MGP12H2B254005371Bot0.0071.970.0071.97045/45–0.000.000.000.000.000.000.000.004Web70MGP10H2B212001110Bot90.000.0071.970.00035/35–––––––––5Web70MGP10H2B2900601Bot75.050.0057.020.00035/35–––––––––6Web70MGP10H2B218001662Cln20.4569.5538.4884.50035/35––––––––– Plate Summary4C2 : 8 6C3 : 4 6C4 : 12123 4 5 6H:108 V:106C4H:= V:=4C2H:-95 V:406C44C2H:= V:=6C4H:-3 V:406C3H:= V:=132520642269(1325v) (2064v)3976(769v)6046(96v)18553777384770SB238618.0 deg1011Camber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 9Job: DAB-18SP“H4” – 1 Single Truss – (35mm thick)Approx truss weight : 23 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B142003847Bot90.0018.030.0090.0001/60Dbl0.000.0045.0045.000.000.000.000.002TC90MGP10H2B124002187Bot0.0071.970.0071.97045/45Dbl0.000.0042.2542.250.000.0017.2017.203TC90MGP10H2B142004171Bot0.0071.970.0071.97045/45–0.000.000.000.000.000.000.000.004Web70MGP10H2B112001110Bot90.000.0071.970.00035/35–––––––––5Web70MGP10H2B1900601Bot75.050.0057.020.00035/35–––––––––6Web70MGP10H2B118001662Cln20.4569.5538.4884.50035/35––––––––– Plate Summary4C2 : 4 6C3 : 2 6C4 : 6123 45 6H:108 V:106C4H:= V:=4C2H:-90 V:406C44C2H:= V:=6C4H:-8 V:406C3H:= V:=132520642269(1325v) (2064v)3976(769v)6046(96v)18553777384770SB238618.0 degCamber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 10Job: DAB-18SP“H2” – 1 Single Truss – (35mm thick)Approx truss weight : 23 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B142003783Bot90.0018.030.0090.00022/60Dbl0.000.0045.0045.000.000.000.000.002TC90MGP10H2B124002120Bot0.0071.970.0071.97045/45Dbl0.000.0042.2542.250.000.0017.2017.203TC90MGP10H2B142004171Bot0.0071.970.0071.97045/45–0.000.000.000.000.000.000.000.004Web70MGP10H2B112001110Bot90.000.0071.970.00035/35–––––––––5Web70MGP10H2B1900609Bot73.870.0055.840.00035/35–––––––––6Web70MGP10H2B118001650Cln20.7869.2238.8185.35035/35––––––––– Plate Summary4C2 : 4 6C3 : 2 6C4 : 612345 6H:76 V:216C4H:= V:=4C2H:-95 V:406C44C2H:= V:=6C4H:-5 V:406C3H:= V:=132520642269(1325v) (2064v)3962(774v)5982(116v)18553713378370SB238618.0 deg116Camber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 11Job: DAB-18SP“H6” – 2 Single Trusses – (35mm thick)Approx truss weight : 19 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC120MGP10H2B242003705Bot90.0018.030.0090.0001/60Dbl0.000.0045.0045.000.000.000.000.002TC90MGP10H2B248004462Bot0.0071.970.0071.97045/45Dbl0.000.0042.2542.250.000.0017.2017.203Web70MGP10H2B212001064Bot90.000.0071.970.00035/35–––––––––4Web70MGP10H2B2900583Bot73.920.0055.890.00035/35–––––––––5Web70MGP10H2B218001582Cln20.7269.2838.7585.36035/35––––––––– Plate Summary4C2 : 8 6C4 : 121234 5H:108 V:106C4H:= V:=4C2H:-95 V:406C44C2H:= V:=6C4H:-5 V:4012791477607(1279v) (1477v)2238(748v)4243(96v)17843635370570SB63918.0 degCamber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 12Job: DAB-18SP“J1” – 3 Single Trusses – (35mm thick) – (2720mm station)Approx truss weight : 13 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B330002720Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002TC90MGP10H2B336003005Bot0.0065.280.0065.28045/4510.000.000.0039.960.000.000.0022.693Web70MGP10H2B312001147Bot90.000.0065.280.00035/35–––––––––4Web70MGP10H2B3600569Bot90.000.0065.280.00035/35–––––––––5Web70MGP10H2B315001315Cln25.6264.3850.3464.38035/35––––––––– Plate Summary4C2 : 12 4C3 : 6 4C4 : 1212 3 4 5H:47 V:84C3 H:= V:=4C2(0)H:-60 V:354C4(0) 4C2H:= V:=4C4H:-50 V:351336135745(1357v)(1336v)1371(726v)2730(100v)1326268511R272035SB2956 5024.7 degCamber: (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 13Job: DAB-18SP“J2” – 1 Single Truss – (35mm thick) – (2720mm station)Approx truss weight : 15 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B130002720Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002TC90MGP12H2B142003754Bot0.0065.280.0065.28045/4510.000.0039.960.000.000.0022.690.003Web70MGP10H2B112001147Bot90.000.0065.280.00035/35–––––––––4Web70MGP10H2B1600569Bot90.000.0065.280.00035/35–––––––––5Web70MGP10H2B115001315Cln25.6264.3850.3464.38035/35––––––––– Plate Summary4C2 : 4 4C3 : 2 4C4 : 41234 5H:47 V:84C3H:= V:=4C2H:-60 V:354C44C2H:= V:=4C4H:-50 V:351336135745(1357v)(1336v)1371(726v)2730(100v)13262685272035SB749 5024.7 degCamber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 14Job: DAB-18SP“J3” – 2 Single Trusses – (35mm thick) – (2720mm station)Approx truss weight : 17 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B230002720Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002TC90MGP10H2B254005075Bot0.0065.280.0065.28045/4510.000.000.0039.960.000.000.0022.693Web70MGP10H2B212001147Bot90.000.0065.280.00035/35–––––––––4Web70MGP10H2B2600569Bot90.000.0065.280.00035/35–––––––––5Web70MGP10H2B215001315Cln25.6264.3850.3464.38035/35––––––––– Plate Summary4C2 : 8 4C3 : 4 4C4 : 812 3 4 5H:47 V:84C3H:= V:=4C2H:-60 V:354C44C2H:= V:=4C4H:-50 V:35133619091245(1336v) (1909v)2571(726v)3930(100v)13262685749R 1332R272035SB749 2956 137124.7 degCamber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 15Job: DAB-18SP“J5” – 2 Single Trusses – (35mm thick) – (2720mm station)Approx truss weight : 15 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B230002720Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002TC90MGP10H2B248004326Bot0.0065.280.0065.28045/4510.000.000.0039.960.000.000.0022.693Web70MGP10H2B212001147Bot90.000.0065.280.00035/35–––––––––4Web70MGP10H2B2600569Bot90.000.0065.280.00035/35–––––––––5Web70MGP10H2B215001315Cln25.6264.3850.3464.38035/35––––––––– Plate Summary4C2 : 8 4C3 : 4 4C4 : 812 3 4 5H:47 V:84C3 H:= V:=4C2(0)H:-60 V:354C4(0) 4C2H:= V:=4C4H:-50 V:35133619091245(1336v) (1909v)2571(726v)3930(100v)132626851332R272035SB2956 137124.7 degCamber: (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 16Job: DAB-18SP“J6” – 2 Single Trusses – (35mm thick) – (2620mm station)Approx truss weight : 13 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B227002620Bot90.0024.720.0090.0001/45–0.000.000.000.000.000.000.000.002TC90MGP10H2B230002895Bot0.0065.280.0065.28045/4510.000.000.0039.960.000.000.0022.693Web70MGP10H2B212001101Bot90.000.0065.280.00035/35–––––––––4Web70MGP10H2B2600546Bot90.000.0065.280.00035/35–––––––––5Web70MGP10H2B215001260Cln25.6664.3450.3864.34035/35––––––––– Plate Summary4C2 : 8 4C3 : 4 4C4 : 812 34 5H:47 V:84C3H:= V:=4C2 H:-60 V:354C44C2H:= V:=4C4H:-50 V:351290131145(1311v)(1290v)1321(703v)2630(100v)12762585262035SB5024.7 degCamber: (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 17Job: DAB-18SP“V2” – 1 Single Truss – (35mm thick) – (0mm station)Approx truss weight : 7 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC70MGP10H2B127002550Bot0.0024.7224.720.00035/35–0.000.000.000.000.000.000.000.002TC70MGP10H2B215001236Top24.720.000.0065.28035/35–0.000.000.000.000.000.000.000.003Web70MGP10H2B1600440Cln90.000.0065.2865.28035/35––––––––– Plate Summary4C2 : 6 4C4 : 212 3 2H:= V:=4C2H:= V:=4C2H:= V:=4C24C4H:= V:405871275(587v)127512751275255024.7 deg 24.7 degCamber: (0) (0) (0) (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 18Job: DAB-18SP“C2” – 5 Single Trusses – (35mm thick)Approx truss weight : 7 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B518001545Bot90.0024.720.0090.0001/4540.000.0045.000.000.000.000.000.002TC90MGP12H2B527002449Bot0.0065.280.0065.28045/4540.000.0039.960.000.000.0022.690.00 Plate Summary6C3 : 1012H:22 V:86C38111545(100v) (811v)1545154574924.7 degCamber: (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 19Job: DAB-18SP“C4” – 7 Single Trusses – (35mm thick)Approx truss weight : 5 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B718001545Bot90.0024.720.0090.0001/4500.000.000.0045.000.000.000.000.002TC90MGP10H2B718001701Bot0.0065.280.0065.28045/4500.000.000.0039.960.000.000.0022.69 Plate Summary6C3 : 1412H:22 V:86C38111545(100v) (811v)1545154524.7 degCamber: (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 20Job: DAB-18SP“V3” – 1 Single Truss – (35mm thick) – (0mm station)Approx truss weight : 2 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC70MGP10H2B1900900Bot0.0024.7224.720.00035/35–0.000.000.000.000.000.000.000.002TC70MGP10H2B2600328Top24.720.000.0065.28035/35–0.000.000.000.000.000.000.000.00 Plate Summary4C2 : 612 2 H:= V:=4C2 H:= V:=4C2 4C2H:= V:5207450(207v)45045045090024.7 deg 24.7 degCamber: (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 21Job: DAB-18SP“C1” – 5 Single Trusses – (35mm thick)Approx truss weight : 2 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B5600360Bot90.0024.720.0090.0001/4540.000.0045.000.000.000.000.000.002TC90MGP12H2B512001145Bot0.0065.280.0065.28045/4540.000.0039.960.000.000.0022.690.00 Plate Summary4C3 : 1012 H:47 V:8 4C3266360(100v) (266v)36036074924.7 degCamber: (0) (0)Worldwide Timber Traders Pryda Build Designer – Version 4.3.5179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09PRODUCTION SHEET Page 22Job: DAB-18SP“C3” – 7 Single Trusses – (35mm thick)Approx truss weight : 1 kgCustomer:Site address: eDetailer: Steve BakkerJob: DAB-18SP —– Cut Angles —–—– Mitres —–—– Tilt Angles —–IDTypeTimberQtyStockLengthActualLengthLen ToBracing#1#2#3#4Seat cutC.L. atLh/Rh#FrontL.F.L.B.R.F.R.B.L.F.L.B.R.F.R.B.1BC90MGP10H2B7600360Bot90.0024.720.0090.0001/4500.000.000.0045.000.000.000.000.002TC90MGP10H2B7600396Bot0.0065.280.0065.28045/4500.000.000.0039.960.000.000.0022.69 Plate Summary4C3 : 1412H:47 V:84C3266360(100v) (266v)36036024.7 degCamber: (0) (0)Panel Production SheetsJob: “DAB-18SP” Panel: “E” (L1)Volume: 0.272 m³ Nog Heights: 1182, 1217 Date: 2-10-2018 Page: 1Panel Diagonal: 5249 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B146500.0152Bottom Plate90 x 35 MGP10H2B146500.0153PROP90 x 35 MGP10H2B422100.0304STUD90 x 35 MGP10H2B423650.0305SILL90 x 35 MGP10H2B19800.0046UPPER SILLPACKER90 x 35 MGP10H2B110500.0047LINTEL120 x 45 MGP10H2B210500.0138UPPER SILL90 x 35 MGP10H2B19800.0049OVERS90 x 35 MGP10H2B7620.00710UNDERS90 x 35 MGP10H2B315540.01711SILL90 x 35 MGP10H2B115200.00612UPPER SILLPACKER90 x 35 MGP10H2B115900.00613LINTEL120 x 45 MGP10H2B215900.01914UPPER SILL90 x 35 MGP10H2B115200.00615UNDERS90 x 35 MGP10H2B46960.01116Stud90 x 35 MGP10H2B223650.01517STUD90 x 35 MGP10H2B423650.03018BLOCK90 x 45 MGP10H2B123000.02919Nogging90 x 35 MGP10H2B11000.00120Nogging90 x 35 MGP10H2B1600.001 013512201315135013951440191519501995204024454070461546500135170205678115011851220131513501395144019151950199520402445248025152998351740004035407046154650 FH – 2148S – 1624RE – 8895LE – 7915[W4]524 (H)x980 (W)FH – 2147S – 765RE – 11744LE – 10224[W3]1382 (H)x1520 (W)31303135447 [2] (120×45 MGP10H2B)4413 [2] (120×45 MGP10H2B)1181888101118105 15 15 177181 2435243546501 26 59 8 9 911129 9 14 9 916 1618181817 18181819 24 24 20 21 17 22 23Panel Production SheetsJob: “DAB-18SP” Panel: “E” (L1)Volume: 0.272 m³ Nog Heights: 1182, 1217 Date: 2-10-2018 Page: 2Panel Diagonal: 5249 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)21Nogging90 x 35 MGP10H2B14400.00222Nogging90 x 35 MGP10H2B13700.00223Nogging90 x 35 MGP10H2B15100.00224Nogging90 x 35 MGP10H2B24370.004 Panel Production SheetsJob: “DAB-18SP” Panel: “F” (L1)Volume: 0.195 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 3Panel Diagonal: 5191 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B145850.0152Bottom Plate90 x 35 MGP10H2B145850.0153PROP90 x 35 MGP10H2B222100.0154STUD90 x 35 MGP10H2B223650.0155UPPER SILLPACKER90 x 35 MGP10H2B19600.0046LINTEL120 x 45 MGP10H2B29600.0137UPPER SILL90 x 35 MGP10H2B18900.0038OVERS90 x 35 MGP10H2B3600.0039Stud90 x 35 MGP10H2B523650.03810PROP STUD90 x 45 MGP10H2B222450.01911STUD90 x 45 MGP10H2B323650.02912BLOCK90 x 45 MGP10H2B63000.01513Nogging90 x 35 MGP10H2B35650.00614Nogging90 x 35 MGP10H2B24200.00415Nogging90 x 35 MGP10H2B15300.002 09070013001900235528102855290038953930397545504585045907001300190023552810285529002935386038953930397545504585 FH – 2150S – 0RE – 3860LE – 2970[820ED]2150 (H)x890 (W)33464)[2] (120×45 MGP10H2B999990 111122211121011121121 2435243545851 258 7 8 813 13 13 14 14 15Panel Production SheetsJob: “DAB-18SP” Panel: “I” (L1)Volume: 0.164 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 4Panel Diagonal: 5189 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B145830.0152Bottom Plate90 x 35 MGP10H2B145830.0153PROP90 x 45 MGP10H2B221900.0194STUD90 x 45 MGP10H2B223650.0195UPPER SILLPACKER90 x 35 MGP10H2B125100.0096LINTEL140 x 45 EBeam+H2B225100.0347UPPER SILL90 x 35 MGP10H2B124200.0098OVERS90 x 35 MGP10H2B6420.0069Stud90 x 35 MGP10H2B423650.03010Nogging90 x 35 MGP10H2B25650.00411Nogging90 x 35 MGP10H2B23560.004 06001200159119824538458306001200159119822028449345384583 FH – 2148S – 0RE – 7805LE – 5385[SD1]2148 (H)x2420 (W)33446 [2] (140×45 EBeam+H2B)9999 2435243545831 258 8 8 7 8 8 810 10 11 11Panel Production SheetsJob: “DAB-18SP” Panel: “A” (L1)Volume: 0.197 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 5Panel Diagonal: 5187 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B145800.0152Bottom Plate90 x 35 MGP10H2B145800.0153Stud90 x 35 MGP10H2B523650.0384STUD90 x 45 MGP10H2B123650.0105BLOCK90 x 45 MGP10H2B213000.0516STUD90 x 35 MGP10H2B723650.0537Nogging90 x 35 MGP10H2B35650.0068Nogging90 x 35 MGP10H2B23630.0049Nogging90 x 35 MGP10H2B15100.00210Nogging90 x 35 MGP10H2B13820.00211Nogging90 x 35 MGP10H2B14880.002 045906901087148515201565161022102755279028352880329733323377342240234545458004590690108714851520156516102210275527902835288032973332337734224023454545802435243545801 2 4333335665566556655655555555555555 78 8 7 9 10 7 11Panel Production SheetsJob: “DAB-18SP” Panel: “J” (L1)Volume: 0.186 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 6Panel Diagonal: 5086 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B144650.0152Bottom Plate90 x 35 MGP10H2B144650.0153PROP90 x 45 MGP10H2B221900.0194STUD90 x 45 MGP10H2B223650.0195SILL90 x 35 MGP10H2B120600.0076UPPER SILLPACKER90 x 35 MGP10H2B121500.0087LINTEL140 x 45 MGP10H2B221500.0308UPPER SILL90 x 35 MGP10H2B120600.0079OVERS90 x 35 MGP10H2B5420.00510UNDERS90 x 35 MGP10H2B58680.01411Stud90 x 35 MGP10H2B523650.03812Nogging90 x 35 MGP10H2B15650.00213Nogging90 x 35 MGP10H2B23550.00414Nogging90 x 35 MGP10H2B23880.004 0600990138035754008443044650600990138014251470195924823006349535303575400844304465 FH – 2148S – 938RE – 11424LE – 9364[W1]1210 (H)x2060 (W)3130447 [2] (140×45 MGP10H2B)0 10 10 10 1 2435243544651 26 59 9 8 9 9 911 12 11 13 11 13 14 11 14 11Panel Production SheetsJob: “DAB-18SP” Panel: “C” (L1)Volume: 0.206 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 7Panel Diagonal: 5007 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B143750.0152Bottom Plate90 x 35 MGP10H2B143750.0153PROP90 x 35 MGP10H2B222100.0154STUD90 x 35 MGP10H2B223650.0155SILL90 x 35 MGP10H2B115200.0066UPPER SILLPACKER90 x 35 MGP10H2B115900.0067LINTEL120 x 45 MGP10H2B215900.0198UPPER SILL90 x 35 MGP10H2B115200.0069OVERS90 x 35 MGP10H2B4620.00410UNDERS90 x 35 MGP10H2B46960.01111Stud90 x 35 MGP10H2B423650.03012STUD90 x 45 MGP10H2B123650.01013BLOCK90 x 45 MGP10H2B93000.02214STUD90 x 35 MGP10H2B323650.02315Nogging90 x 35 MGP10H2B22980.00216Nogging90 x 35 MGP10H2B23030.00417Nogging90 x 35 MGP10H2B15650.00218Nogging90 x 35 MGP10H2B15250.002 04590422755238027183055309031353180378043404375045904227557908251308182723102345238027183055309031353180378043404375 FH – 2147S – 765RE – 2345LE – 825[W3]1382 (H)x1520 (W)3130447 [2] (120×45 MGP10H2B)10 10 10 14 2435243543751 26 59 9 8 9 912 11 11 11 1113131314 13131313131315 15 16 16 14 17 18Panel Production SheetsJob: “DAB-18SP” Panel: “B” (L1)Volume: 0.115 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 8Panel Diagonal: 4581 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B138800.0132Bottom Plate90 x 35 MGP10H2B138800.0133Stud90 x 35 MGP10H2B723650.0534BLOCK90 x 45 MGP10H2B63000.0155STUD90 x 35 MGP10H2B123650.0086Nogging90 x 35 MGP10H2B55650.0097Nogging90 x 35 MGP10H2B23430.004 0459069012901890249030903467384538800459069012901890249030903467384538802435243538801 2 33333334454444 6 6 6 6 6 7 7Panel Production SheetsJob: “DAB-18SP” Panel: “2” (L1)Volume: 0.171 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 9Panel Diagonal: 6022 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B155100.0192Bottom Plate90 x 35 MGP10H2B155100.0193STUD90 x 35 MGP10H2B223600.0154UPPER SILL90 x 35 MGP10H2B18600.0035OVERS90 x 35 MGP10H2B32800.0036Stud90 x 35 MGP10H2B923600.0687STUD90 x 35 MGP10H2B223600.0158BLOCK90 x 45 MGP10H2B63000.0159Nogging90 x 35 MGP10H2B55650.00910Nogging90 x 35 MGP10H2B23480.00411Nogging90 x 35 MGP10H2B22930.002 060012001582196520002045209026903290389042174545458049925405544054755510060012001582196520002045209026903290389042174545544054755510 FH – 2080S – 0RE – 5439LE – 4579[820ID]2080 (H)x860 (W)35365566667668878888 2430243055101 246 6 9 9 10 10 9 9 9 11 11Panel Production SheetsJob: “DAB-18SP” Panel: “7” (L1)Volume: 0.193 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 10Panel Diagonal: 5443 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B148700.0172Bottom Plate90 x 35 MGP10H2B148700.0173Stud90 x 35 MGP10H2B823600.0604STUD90 x 35 MGP10H2B523600.0385BLOCK90 x 45 MGP10H2B183000.0446Nogging90 x 35 MGP10H2B14050.0027Nogging90 x 35 MGP10H2B45650.0088Nogging90 x 35 MGP10H2B23980.0049Nogging90 x 35 MGP10H2B23430.004 044047552056560064569012901890249029223355339034353480408044584835487004404755205656006456901290189024902922335533903435348040804458483548702430243048701 2 3433333335545544554555555555555 6 77 7 8 8 7 9 9Panel Production SheetsJob: “DAB-18SP” Panel: “4” (L1)Volume: 0.038 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 11Panel Diagonal: 2503 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B16000.0022Bottom Plate90 x 35 MGP10H2B16000.0023Stud90 x 35 MGP10H2B123600.0084STUD90 x 45 MGP10H2B123600.0105BLOCK90 x 45 MGP10H2B33000.0076STUD90 x 35 MGP10H2B123600.0087Nogging90 x 35 MGP10H2B14400.002 0459056560004590565600243024306001 2 435655 7Panel Production SheetsJob: “DAB-18SP” Panel: “17” (L1)Volume: 0.179 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 12Panel Diagonal: 4870 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B142200.0152Bottom Plate90 x 35 MGP10H2B142200.0153Stud90 x 35 MGP10H2B623600.0454STUD90 x 35 MGP10H2B623600.0455BLOCK90 x 45 MGP10H2B183000.0446Nogging90 x 35 MGP10H2B23980.0047Nogging90 x 35 MGP10H2B11200.0018Nogging90 x 35 MGP10H2B35650.0069Nogging90 x 35 MGP10H2B14400.00210Nogging90 x 35 MGP10H2B14800.002 04328659009459901145118012251270187023452380242524703070367041854220043286590094599011451180122512701870234523802425247030703670418542202430243042201 2 334333355445545454555555555555 66 7 8 9 8 8 10Panel Production SheetsJob: “DAB-18SP” Panel: “5” (L1)Volume: 0.051 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 13Panel Diagonal: 2663 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B110900.0042Bottom Plate90 x 35 MGP10H2B110900.0043Stud90 x 35 MGP10H2B223600.0154STUD90 x 45 MGP10H2B123600.0105BLOCK90 x 45 MGP10H2B33000.0076STUD90 x 35 MGP10H2B123600.0087Nogging90 x 35 MGP10H2B15650.0028Nogging90 x 35 MGP10H2B13300.002 045906901055109004590690105510902430243010901 2 4335655 7 8Panel Production SheetsJob: “DAB-18SP” Panel: “1” (L1)Volume: 0.129 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 14Panel Diagonal: 4098 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B133000.0112Bottom Plate90 x 35 MGP10H2B133000.0113Stud90 x 35 MGP10H2B623600.0454STUD90 x 35 MGP10H2B323600.0235BLOCK90 x 45 MGP10H2B123000.0296Nogging90 x 35 MGP10H2B35650.0067Nogging90 x 35 MGP10H2B22900.0028Nogging90 x 35 MGP10H2B15300.002 060012001800212524502485253025752610265527003265330006001200180021252450248525302575261026552700326533002430243033001 2 333334355455455555555 66 6 7 7 8Panel Production SheetsJob: “DAB-18SP” Panel: “20” (L1)Volume: 0.070 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 15Panel Diagonal: 3018 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B117900.0062Bottom Plate90 x 35 MGP10H2B117900.0063STUD90 x 35 MGP10H2B223600.0154UPPER SILL90 x 35 MGP10H2B16600.0035OVERS90 x 35 MGP10H2B32800.0036Stud90 x 35 MGP10H2B223600.0157STUD90 x 45 MGP10H2B223600.0198Nogging90 x 35 MGP10H2B15650.0029Nogging90 x 35 MGP10H2B13350.002 0459012543775078513851755179004590785138517551790 FH – 2080S – 0RE – 784LE – 124[620ID]2080 (H)x660 (W)335557766 2430243017901 248 9Panel Production SheetsJob: “DAB-18SP” Panel: “9” (L1)Volume: 0.115 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 16Panel Diagonal: 3931 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B130900.0112Bottom Plate90 x 35 MGP10H2B130900.0113STUD90 x 35 MGP10H2B423600.0304UPPER SILL90 x 35 MGP10H2B27600.0065OVERS90 x 35 MGP10H2B62800.0066Stud90 x 35 MGP10H2B323600.0237STUD90 x 35 MGP10H2B123600.0088BLOCK90 x 45 MGP10H2B63000.0159Nogging90 x 35 MGP10H2B15650.00210Nogging90 x 35 MGP10H2B13850.00211Nogging90 x 35 MGP10H2B1650.00112Nogging90 x 35 MGP10H2B11850.001 06001020105514181780181519151950199520402075243828002835305530900600102018151915195019952040283530553090 FH – 2080S – 0RE – 1814LE – 1054[720ID]2080 (H)x760 (W)FH – 2080S – 0RE – 2834LE – 2074[720ID]2080 (H)x760 (W)33555335556676888888 2430243030901 244910 11 12Panel Production SheetsJob: “DAB-18SP” Panel: “16” (L1)Volume: 0.077 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 17Panel Diagonal: 2995 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B117500.0062Bottom Plate90 x 35 MGP10H2B117500.0063Stud90 x 35 MGP10H2B423600.0304STUD90 x 35 MGP10H2B223600.0155BLOCK90 x 45 MGP10H2B63000.0156Nogging90 x 35 MGP10H2B24280.0047Nogging90 x 35 MGP10H2B22980.002 0462925960100510501383171517500462925960100510501383171517502430243017501 2 334335545555 66 7 7Panel Production SheetsJob: “DAB-18SP” Panel: “8” (L1)Volume: 0.090 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 18Panel Diagonal: 3685 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B127700.0092Bottom Plate90 x 35 MGP10H2B127700.0093STUD90 x 35 MGP10H2B223600.0154UPPER SILL90 x 35 MGP10H2B18600.0035OVERS90 x 35 MGP10H2B32800.0036Stud90 x 35 MGP10H2B323600.0237STUD90 x 35 MGP10H2B123600.0088BLOCK90 x 45 MGP10H2B63000.0159Nogging90 x 35 MGP10H2B25650.00410Nogging90 x 35 MGP10H2B14800.002 0600120017151750179518401875228827002735277006001200171517501795184027352770 FH – 2080S – 0RE – 2735LE – 1875[820ID]2080 (H)x860 (W)335556667888888 2430243027701 2499 10Panel Production SheetsJob: “DAB-18SP” Panel: “18” (L1)Volume: 0.116 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 19Panel Diagonal: 3508 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B125300.0092Bottom Plate90 x 35 MGP10H2B125300.0093Stud90 x 35 MGP10H2B423600.0304STUD90 x 35 MGP10H2B423600.0305BLOCK90 x 45 MGP10H2B123000.0296Nogging90 x 35 MGP10H2B15300.0027Nogging90 x 35 MGP10H2B15650.0028Nogging90 x 35 MGP10H2B13600.0029Nogging90 x 35 MGP10H2B13070.00210Nogging90 x 35 MGP10H2B13080.002 0565600645690129016851720176518102153249525300565600645690129016851720176518102153249525302430243025301 2 34333554455455555555 67 8 9 10Panel Production SheetsJob: “DAB-18SP” Panel: “6” (L1)Volume: 0.116 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 20Panel Diagonal: 3685 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B127700.0092Bottom Plate90 x 35 MGP10H2B127700.0093STUD90 x 35 MGP10H2B423600.0304UPPER SILL90 x 35 MGP10H2B17600.0035OVERS90 x 35 MGP10H2B62800.0066UPPER SILL90 x 35 MGP10H2B18600.0037Stud90 x 35 MGP10H2B123600.0088BLOCK90 x 45 MGP10H2B123000.0299STUD90 x 35 MGP10H2B223600.01510Nogging90 x 35 MGP10H2B13620.00211Nogging90 x 35 MGP10H2B13630.002 035398760795830875920131817151750179518401875228827002735277007958308759201318171517501795184027352770 FH – 2080S – 0RE – 795LE – 35[720ID]2080 (H)x760 (W)FH – 2080S – 0RE – 2735LE – 1875[820ID]2080 (H)x860 (W)3355533555788998888888888 2430243027701 24610 11Panel Production SheetsJob: “DAB-18SP” Panel: “12” (L1)Volume: 0.047 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 21Panel Diagonal: 2995 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B117500.0062Bottom Plate90 x 35 MGP10H2B117500.0063Stud90 x 35 MGP10H2B423600.0304Nogging90 x 35 MGP10H2B25650.0045Nogging90 x 35 MGP10H2B14800.002 060012001715175006001200171517502430243017501 2 3333 4 4 5Panel Production SheetsJob: “DAB-18SP” Panel: “11” (L1)Volume: 0.038 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 22Panel Diagonal: 2503 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B16000.0022Bottom Plate90 x 35 MGP10H2B16000.0023Stud90 x 35 MGP10H2B123600.0084STUD90 x 45 MGP10H2B123600.0105BLOCK90 x 45 MGP10H2B33000.0076STUD90 x 35 MGP10H2B123600.0087Nogging90 x 35 MGP10H2B14400.002 0459056560004590565600243024306001 2 435655 7Panel Production SheetsJob: “DAB-18SP” Panel: “G” (L1)Volume: 0.201 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 23Panel Diagonal: 4577 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B138750.0132Bottom Plate90 x 35 MGP10H2B138750.0133PROP90 x 35 MGP10H2B222100.0154STUD90 x 35 MGP10H2B223650.0155SILL90 x 35 MGP10H2B112200.0056UPPER SILLPACKER90 x 35 MGP10H2B112900.0057LINTEL120 x 45 MGP10H2B212900.0168UPPER SILL90 x 35 MGP10H2B112200.0059OVERS90 x 35 MGP10H2B4620.00410UNDERS90 x 35 MGP10H2B46960.01111Stud90 x 35 MGP10H2B423650.03012PROP STUD90 x 45 MGP10H2B222450.01913STUD90 x 45 MGP10H2B123650.01014STUD90 x 35 MGP10H2B223650.01515BLOCK90 x 45 MGP10H2B63000.01516Nogging90 x 35 MGP10H2B24100.00417Nogging90 x 35 MGP10H2B15650.00218Nogging90 x 35 MGP10H2B23480.004 01325145019052350238524302475307534583840387503570453872125512901325136014051450190523502385243024753075345838403875 FH – 2147S – 765RE – 5875LE – 4655[W2]1382 (H)x1220 (W)3130447 [2] (120×45 MGP10H2B)2 11150 10 10 1141515 2435243538751 26 59 9 8 9 911 11 11 1112 15151516 16 14 17 18 18Panel Production SheetsJob: “DAB-18SP” Panel: “D” (L1)Volume: 0.211 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 24Panel Diagonal: 4129 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B133350.0112Bottom Plate90 x 35 MGP10H2B133350.0113PROP90 x 35 MGP10H2B222100.0154STUD90 x 35 MGP10H2B423650.0305SILL90 x 35 MGP10H2B115200.0066UPPER SILLPACKER90 x 35 MGP10H2B115900.0067LINTEL120 x 45 MGP10H2B215900.0198UPPER SILL90 x 35 MGP10H2B115200.0069OVERS90 x 35 MGP10H2B4620.00410UNDERS90 x 35 MGP10H2B46960.01111PROP90 x 35 MGP10H2B222400.01512SILL90 x 35 MGP10H2B16200.00313UPPER SILLPACKER90 x 35 MGP10H2B16900.00314LINTEL90 x 45 MGP10H2B26900.00715UPPER SILL90 x 35 MGP10H2B16200.00316OVERS90 x 35 MGP10H2B1920.00117UNDERS90 x 35 MGP10H2B110390.00418STUD90 x 35 MGP10H2B323650.02319BLOCK90 x 45 MGP10H2B123000.02920Nogging90 x 35 MGP10H2B14100.002 0162520702105215021952340306532103245329033350357055310721555159016252070210521502195234023752703303030653210324532903335 FH – 2147S – 765RE – 5965LE – 4445[W3]1382 (H)x1520 (W)FH – 2147S – 1108RE – 7404LE – 6784[W5]1039 (H)x620 (W)113130447 [2] (120×45 MGP10H2B)14[14H142] (90×45 MGP102B)19199910 10 10 1178819111911 2435243533351 26 59 9 8 9 91213151618 19191920 21 21Panel Production SheetsJob: “DAB-18SP” Panel: “D” (L1)Volume: 0.211 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 25Panel Diagonal: 4129 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)21Nogging90 x 35 MGP10H2B21100.002 Panel Production SheetsJob: “DAB-18SP” Panel: “14” (L1)Volume: 0.038 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 26Panel Diagonal: 2503 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B16000.0022Bottom Plate90 x 35 MGP10H2B16000.0023Stud90 x 35 MGP10H2B123600.0084STUD90 x 45 MGP10H2B123600.0105BLOCK90 x 45 MGP10H2B33000.0076STUD90 x 35 MGP10H2B123600.0087Nogging90 x 35 MGP10H2B14400.002 0459056560004590565600243024306001 2 435655 7Panel Production SheetsJob: “DAB-18SP” Panel: “H” (L1)Volume: 0.152 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 27Panel Diagonal: 4111 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B133120.0112Bottom Plate90 x 35 MGP10H2B133120.0113PROP90 x 35 MGP10H2B222100.0154STUD90 x 35 MGP10H2B223650.0155UPPER SILLPACKER90 x 35 MGP10H2B19600.0046LINTEL120 x 45 MGP10H2B29600.0137UPPER SILL90 x 35 MGP10H2B18900.0038OVERS90 x 35 MGP10H2B3600.0039Stud90 x 35 MGP10H2B323650.02310PROP STUD90 x 45 MGP10H2B221150.01911STUD90 x 45 MGP10H2B223650.01912BLOCK90 x 45 MGP10H2B33000.00713Nogging90 x 35 MGP10H2B15650.00214Nogging90 x 35 MGP10H2B24200.00415Nogging90 x 35 MGP10H2B15480.002 090700115516102605264026853277331204590700115516101645257026052640268532773312 FH – 2150S – 0RE – 2569LE – 1679[820ED]2150 (H)x890 (W)33464)[2] (120×45 MGP10H2B9991111 2435243533121 258 7 8 810 1013 14 14 11 15Panel Production SheetsJob: “DAB-18SP” Panel: “23” (L1)Volume: 0.023 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 28Panel Diagonal: 2508 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B1620 (/582)-22.50.0032Bottom Plate90 x 35 MGP10H2B1620 (/582)-22.50.0033Stud90 x 35 MGP10H2B223600.0154Nogging90 x 35 MGP10H2B15120.002 0547620054762024302430620 (/582)371 2 33 4Panel Production SheetsJob: “DAB-18SP” Panel: “21” (L1)Volume: 0.047 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 29Panel Diagonal: 2966 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B117000.0062Bottom Plate90 x 35 MGP10H2B117000.0063Stud90 x 35 MGP10H2B423600.0304Nogging90 x 35 MGP10H2B25650.0045Nogging90 x 35 MGP10H2B14300.002 060012001665170006001200166517002430243017001 2 3333 4 4 5Panel Production SheetsJob: “DAB-18SP” Panel: “26” (L1)Volume: 0.025 m³ Date: 2-10-2018 Page: 30Panel Diagonal: 1803 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B115000.0052Bottom Plate90 x 35 MGP10H2B115000.0053Stud90 x 35 MGP10H2B49300.015 06001032146515000600103214651500100010001500 123333 Panel Production SheetsJob: “DAB-18SP” Panel: “25” (L1)Volume: 0.023 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 31Panel Diagonal: 2508 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B1620 (/582)-22.50.0032Bottom Plate90 x 35 MGP10H2B1620 (/582)-22.50.0033Stud90 x 35 MGP10H2B223600.0154Nogging90 x 35 MGP10H2B15130.002 0375856200375856202430243037 620 (/582)1 2 33 4Panel Production SheetsJob: “DAB-18SP” Panel: “13” (L1)Volume: 0.045 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 32Panel Diagonal: 2845 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B114800.0052Bottom Plate90 x 35 MGP10H2B114800.0053Stud90 x 35 MGP10H2B423600.0304Nogging90 x 35 MGP10H2B15650.0025Nogging90 x 35 MGP10H2B23880.004 060010221445148006001022144514802430243014801 2 3333 4 5 5Panel Production SheetsJob: “DAB-18SP” Panel: “3” (L1)Volume: 0.045 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 33Panel Diagonal: 2809 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B114100.0052Bottom Plate90 x 35 MGP10H2B114100.0053Stud90 x 35 MGP10H2B423600.0304Nogging90 x 35 MGP10H2B15650.0025Nogging90 x 35 MGP10H2B23530.004 0600988137514100600988137514102430243014101 2 3333 4 5 5Panel Production SheetsJob: “DAB-18SP” Panel: “10” (L1)Volume: 0.032 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 34Panel Diagonal: 2568 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B18300.0032Bottom Plate90 x 35 MGP10H2B18300.0033Stud90 x 35 MGP10H2B323600.0234Nogging90 x 35 MGP10H2B23630.004 03977958300397795830243024308301 2 333 4 4Panel Production SheetsJob: “DAB-18SP” Panel: “15” (L1)Volume: 0.053 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 35Panel Diagonal: 2751 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B112900.0052Bottom Plate90 x 35 MGP10H2B112900.0053Stud90 x 35 MGP10H2B223600.0154STUD90 x 45 MGP10H2B123600.0105BLOCK90 x 45 MGP10H2B33000.0076STUD90 x 35 MGP10H2B123600.0087Nogging90 x 35 MGP10H2B15650.0028Nogging90 x 35 MGP10H2B15300.002 045906901255129004590690125512902430243012901 2 4335655 78Panel Production SheetsJob: “DAB-18SP” Panel: “22” (L1)Volume: 0.028 m³ Date: 2-10-2018 Page: 36Panel Diagonal: 2602 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B19300.0042Bottom Plate90 x 35 MGP10H2B19300.0043STUD90 x 35 MGP10H2B223600.0154UPPER SILL90 x 35 MGP10H2B18600.0035OVERS90 x 35 MGP10H2B32800.003 0354488608959300895930 FH – 2080S – 0RE – 895LE – 35[820ID]2080 (H)x860 (W)33555 243024309301 24 Panel Production SheetsJob: “DAB-18SP” Panel: “24” (L1)Volume: 0.028 m³ Date: 2-10-2018 Page: 37Panel Diagonal: 2598 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B1920 (/845)-22.5-22.50.0042Bottom Plate90 x 35 MGP10H2B1920 (/845)-22.5-22.50.0043STUD90 x 35 MGP10H2B223600.0154UPPER SILL90 x 35 MGP10H2B17600.0035OVERS90 x 35 MGP10H2B32800.003 04479442804839920044839920 FH – 2080S – 0RE – 839LE – 79[720ID]2080 (H)x760 (W)33555 1 242430243037 920 (/845) 37Panel Production SheetsJob: “DAB-18SP” Panel: “19” (L1)Volume: 0.034 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 38Panel Diagonal: 2591 IDMember TypeTimberQtyLen (BE/TE)Pitch(Deg)LeftAngle(Bottom)RightAngle(Top)LeftMitreRightMitreVolume (m³)1Top Plate90 x 35 MGP10H2B19000.0042Bottom Plate90 x 35 MGP10H2B19000.0043Stud90 x 35 MGP10H2B323600.0234Nogging90 x 35 MGP10H2B23980.004 04328659000432865900243024309001 2 333 4 4

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