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Roof structure
- 1. 3055 2270 LFB2 203X203X46 LFB2 203X203X46 MB1254/254/73 MB1254/254/73 MB1254/254/73 LFB2 203X203X46 LFB2 203X203X46 P3 P3 4973327 P4 P3P3P3 M B 1 254/254/73 M B 1 254/254/73 M B 1 254/254/73 LFB2 203X203X46 P5 LFB2 203X203X46 3 A101 4 A101 3375 4450 Steelplate 600x250 15mm. thick Steel plate 600x250 15mm. thick Steel plate 600x250 15mm. thick 1 2 3330 Existing brick wall Existing brick wall MB1254/254/73 MB1254/254/73MB1254/254/73 MB1254/254/73 PFC200x90x30 - --- H - --- A Existing brick wall 0 2128 1801 4585 PFC200x90x30 LFB2 203X203X46 MB 1 254/254/73 MB 1 254/254/73 LFB2 203X203X46 LFB2 203X203X46 LFB2 203X203X46 MB 1 254/254/73 MB 1 254/254/73 - --- A M16 G8.8 bolts M16 G8.8 bolts M16 G8.8 bolts 100X200 10mm thick angle cleat connection 100X200 10mm thick angle cleat connection M16 G8.8 bolts Padstone P3 750x375x100 Padstone P3 750x375x100 Padstone P4 2No 16mm hold down bolts 2No 16mm hold down bolts - --- H- --- A MB 1 254/254/73 MB 1 254/254/73 Steel plate 600x250 15mm. thick Steel plate 600x250 15mm. thick LFB2 203X203X46 LFB2 203X203X46 Padstone P3 750x375x100 2No 16mm hold down bolts Sand/Cement Dr-packing existing external brickwall Padstone P3 750x375x100 2No 16mm hold down bolts Sand/Cement Dr-packing existing external brickwall No 20 M16 HSFG bolts No 20 M16 HSFG bolts Steel plate 190x130x8 12No M16 HSFG bolts 100X200 10mm thick angle cleat connection M16 G8.8 bolts 100X200 10mm thick angle cleat connection M16 G8.8 bolts MB 1 254/254/73 MB 1 254/254/73 Steel plate 600x250 15mm. thick 254 No 20 M16 HSFG bolts Typical MB1 Splice M 1:10 50 50 50 50 100 50 50 50 50 50 50 10 122 122 254 Steel plate 190x130x8 2 No 100X200 10mm thick angle cleat connection MB 1 254/254/73 LFB2 203X203X46 Padstone P3 750x375x100 Hold Down Bolt M16 M16 G8.8 botls 2 No 100X200 10mm thick angle cleat connection 1:50 1m 2 3 101:500 5m 20 30 9 105 6 7 83 421m1:1004 5 9876 10040 5030201040 50 90807060 1:1250 18 - 20 Chelsea Manor Street, London, SW3 3UH NOTES: 1. This drawing remains the copyright of M&B Architects Ltd and shall not be copied in any format without written consent. The issue of the drawing in digital format only entitles the recipient to use the information visible in paperspace at the time of issue for the purposes of the named project only. 2. All dimensions to be checked on site by those undertaking the work. 3. Where reference is given to a written specification that shall take precedence over the drawing. 4. Where two or more drawings illustrate the same element, the larger scale drawing takes precedence. 5. Later drawing revisions and/or issue dates always take precedence over earlier versions. 6. Elements that are subject to detailed design by others are purely indicative and you should make reference to the relevant information provided by those designers which will at all times take precedence over this drawing. 7. All works are to be carried out to the satisfaction of Building Control and in accordance with current British Standards. drawing title project title REVISION DATE / BY AMENDMENT date scale job no drawing no revision drawn checked status M A D I G A N B R O W N E Telephone: 0207 036 6290 www.madiganbrowne.com 12/10/2015 09:50:19 1 : 25 Project Status Author Checker Project Number Unnamed A101 Project Name Beam Schedule Family Type Length (mm.) Member Number PFC-Parallel Flange Channels : PFC200x90x30 2700 mm 0 2700 mm UB-Universal Beams : LFB2 203X203X46 1145.52 mm 7 UB-Universal Beams : LFB2 203X203X46 2269.65 mm 8 UB-Universal Beams : LFB2 203X203X46 3929 mm 9 UB-Universal Beams : LFB2 203X203X46 2269.65 mm 10 UB-Universal Beams : LFB2 203X203X46 3929 mm 11 UB-Universal Beams : LFB2 203X203X46 6660.53 mm 12 20203.35 mm UB-Universal Beams : MB 1 254/254/73 4300 mm 2 UB-Universal Beams : MB 1 254/254/73 4502.82 mm 3 UB-Universal Beams : MB 1 254/254/73 4585 mm 4 UB-Universal Beams : MB 1 254/254/73 4465 mm 5 UB-Universal Beams : MB 1 254/254/73 4411.46 mm 6 UB-Universal Beams : MB 1 254/254/73 4300 mm 1 UB-Universal Beams : MB 1 254/254/73 4300 mm 14 UB-Universal Beams : MB 1 254/254/73 4671.45 mm 2 UB-Universal Beams : MB 1 254/254/73 3327.18 mm 3 38862.92 mm Grand total: 16 61766.27 mm 1 : 25 Steel roof construction 1 1 : 25 Section 3 3 1 : 25 Section 4 4 Bolts Type Comments Hold Down Bolt M16 bolts 14 M16 G8.8 botls bolts 88 M16 HSFG bolts bolts 156 Grand total: 258 Structural Connection Schedule -Plates Mark Type Width Lenght Thikness Comments plate Plate 130 190 8 plate Plate 130 190 8 plate Plate 130 190 8 plate Plate 130 190 8 plate Plate 130 190 8 plate Plate 130 190 8 plate Plate 3 0 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 Thick angle cleat connection plate Plate 3 2x Y plates plate Plate 3 2x Y plates plate Plate 3 2x Y plates plate Plate 600x250x15 250 600 15 plate Plate 600x250x15 250 600 15 plate Plate 600x250x15 250 600 15 plate Plate 600x250x15 250 600 15 plate Plate 600x250x15 250 600 15 plate Plate 600x250x15 250 600 15 Grand total: 36 Padstone Schedule Mark Mod el Lenght Thikness Width Padstone P4 375 100 Padstone P3 750 375 100 Padstone P3 750 375 100 Padstone P3 750 375 100 Padstone P3 750 375 100 Padstone P3 750 375 100 Grand total: 6 Detail H 2 Detail A 5