Metal Truss DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

Drawing labels, details, and other text information extracted from the CAD file:

g.i sheet roofing, ridge, ismc, purlin cleat, long., purlin, of ‘a’, packing plate, of ‘b’, purlin cleat, long., purlin, ismc, g.i sheet roofing, ridge line, geometry type, springing level, geometry type, bracing at tie level, ridge line, springing level, bracing at tie level, geometry type, column top plate detail, column mm mm, column top plate mm mm nos., bolts mm dia., angles, of ‘a’, springing level, geometry type, ridge line, bracing at rafter level, geometry type, isa, rafetr, isa, channel islc, cleat isa, g.i. sheet covering, of ‘c’, springing level, springing level, of ‘b’, angles, foundation bolts mm dia., column top plate mm mm nos., column mm mm, column top plate detail, of ‘d’, channel islc, g.i. sheet covering, ridge, gusset thk, isa, tie rod, isa, tie rod, isa, ridge, g.i. sheet covering, channel islc, sag rod, stiffener thk., droove weld, bearing plate, g.p., column, bolt, springing level, springing level, bracing at tie level, geometry type, g. i. sheeting, should check on site, isa, isa, gusset plat thk, isa, isa, should check on site, g. i. sheeting, ridge, of ‘c’, angles, bolts mm dia., column top plate mm mm mm nos., column top plate detail, column mm mm, column top plate detail, column mm mm, column top plate mm mm mm nos., foundation bolts mm dia., angles, of ‘d’, bolt, column, g.p., bearing plate, droove weld, stiffener thk., details of truss joint, of ‘d’, sag rod, channel islc, g.i. sheet covering, ridge, isa, tie rod, of ‘a’, of ‘b’, g.i. sheet covering, cleat isa, isa, rafetr, isa, channel islc, refer to drg. provided by client, for geometrical dimensions, all filled weld mm thk., all dimension are in mm, minimum welding length mm, base plate of truss mm thk.., foundation bolts mm long

Raw text data extracted from CAD file:

\A1;2.32 m \A1;12.00 m \A1;2.32 m \A1;8.49 m \A1;1.70 m \A1;0.47 m \A1;1.43 m \A1;1.43 m \A1;1.43 m \A1;1.82 m \A1;1.18 m \A1;1.18 m G.I SHEET ROOFING RIDGE ISMC 100 2ISA-40X40X5 2ISA-40X40X5 2ISA-40X40X5 PURLIN CLEAT ISMC100 225MM LONG. PURLIN ISMC100 \LDETAIL OF ‘A’ PACKING PLATE 6THK \A1;4.20 m \A1;3.32 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;16.64 m \A1;8.49 m \A1;4.11 m \A1;4.11 m \A1;8.43 m \A1;1.70 m \A1;0.84 m \A1;12° m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;16.64 m \A1;4.20 m \A1;3.32 m \LDETAIL OF ‘B’ PURLIN CLEAT ISMC100 225MM LONG. PURLIN ISMC100 ISMC 100 2ISA-40X40X5 2ISA-40X40X5 G.I SHEET ROOFING \A1;2.32 m \A1;12.00 m \A1;2.32 m \A1;12.00 m \A1;2.32 m \A1;8.49 m \A1;1.70 m \A1;1.43 m \A1;1.43 m \A1;1.43 m \A1;1.82 m \A1;1.18 m \A1;1.18 m \A1;1.70 m \A1;0.47 m \A1;2.32 m \A1;12.00 m \A1;8.49 m \A1;16.64 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;3.32 m \A1;4.20 m \A1;2.32 m \A1;12.00 m \A1;2.32 m \A1;1.18 m \A1;1.18 m \A1;1.53 m \A1;1.53 m \A1;1.53 m \A1;1.53 m \A1;1.70 m \A1;4.11 m \A1;4.11 m \A1;8.43 m \A1;1.70 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;2.32 m \A1;12.00 m \A1;2.32 m \A1;1.70 m \A1;4.11 m \A1;4.11 m \A1;8.43 m \A1;1.70 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;1.42 m \A1;4.20 m \A1;3.32 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;4.30 m \A1;16.64 m \A1;1.18 m \A1;1.18 m \A1;1.53 m \A1;1.53 m \A1;1.53 m \A1;1.53 m \A1;1.42 m \A1; 5 5 5 5 5 5 5 5 5 5 5 5 RIDGE LINE \LTRUSS GEOMETRY TYPE 1 SPRINGING LEVEL \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 2 5 5 5 5 5 5 5 \LPLAN & BRACING AT TIE LEVEL RIDGE LINE 5 SPRINGING LEVEL 5 5 5 5 5 5 \LPLAN & BRACING AT TIE LEVEL 5 5 5 5 5 5 5 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 2 D B COLUMN (C1) TOP PLATE DETAIL COLUMN 900 mm X 300 mm COLUMN TOP PLATE 900 mm X 300 mm 2 NOS. BOLTS 6 – 12 mm DIA. ANGLES 60 X 60 X 6 \LDETAIL OF ‘A’ C 11.55° 11.55° 5 5 5 5 5 5 5 11.55° 11.55° SPRINGING LEVEL \LTRUSS GEOMETRY TYPE 1 RIDGE LINE 5 5 5 5 5 5 5 5 5 5 5 \LPLAN & BRACING AT RAFTER LEVEL 5 5 5 5 5 5 5 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 ISA 50 X 50 X 6 2-ISA 50 X 50 X 6 RAFETR ISA 50 X 50 X 6 CHANNEL ISLC 100 CLEAT ISA 50 X 50 X 6 G.I. SHEET COVERING \A1; \C256;DETAIL OF ‘C’ 11.55° SPRINGING LEVEL 8.5 m 5 5 5 5 5 5 5 5 5 5 155 153 151 150 152 149 154 147 156 148 146 144 140 138 137 139 135 133 128 141 129 145 134 124 406 405 404 403 402 401 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 383 382 381 380 379 378 377 376 375 374 373 372 371 370 368 367 365 364 363 362 360 358 5 5 5 5 5 5 5 5 5 5 SPRINGING LEVEL 8.5 m \LDETAIL OF ‘B’ ANGLES 60 X 60 X 6 FOUNDATION BOLTS 6 – 12 mm DIA. COLUMN TOP PLATE 450 mm X 230 mm 2 NOS. COLUMN 450 mm X 230 mm COLUMN (C2) TOP PLATE DETAIL A \LDETAIL OF ‘D’ CHANNEL ISLC 100 G.I. SHEET COVERING RIDGE GUSSET 6 THK 2 – ISA 50 X 50 X6 TIE ROD ISA 50 X 50 X6 ISA 50 X 50 X6 ISA 50 X 50 X6 \A1; TIE ROD 2 – ISA 50 X 50 X6 RIDGE G.I. SHEET COVERING CHANNEL ISLC 100 SAG ROD STIFFENER 6 THK. 2-ISA 50 X 50 X 6 2-ISA 50 X 50 X 6 DROOVE WELD BEARING PLATE G.P. COLUMN (C1) 300 X 900 \LFOUNDATION BOLT 8.5 m SPRINGING LEVEL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.5 m SPRINGING LEVEL 11.55° \LPLAN & BRACING AT TIE LEVEL 5 5 5 5 5 5 5 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 2 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 \LTRUSS GEOMETRY TYPE 1 C C D G. I. SHEETING G. I. SHEETING 1530.00 mm 1530.00 mm 1530.00 mm 1530.00 mm 1180.00 mm SHOULD CHECK ON SITE 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 2 – ISA 50506 C1 300 X 900 C2 230 X450 2 – ISA 50506 GUSSET PLAT 6 THK B 2 – ISA 50506 C2 230 X450 \W6.20190; C1 300 X 900 2 – ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 2 – ISA 50506 SHOULD CHECK ON SITE 1180.00 mm 1530.00 mm 1530.00 mm 1530.00 mm 1530.00 mm G. I. SHEETING G. I. SHEETING A RIDGE \LDETAIL OF ‘C’ ANGLES 60 X 60 X 6 BOLTS 6 – 12 mm DIA. COLUMN TOP PLATE 900 mm X 300 mm X 12 mm 2 NOS. COLUMN (C1) TOP PLATE DETAIL COLUMN 900 mm X 300 mm COLUMN (C2) TOP PLATE DETAIL COLUMN 450 mm X 230 mm COLUMN TOP PLATE 450 mm X 230 mm X 12 mm 2 NOS. FOUNDATION BOLTS 6 – 12 mm DIA. ANGLES 60 X 60 X 6 \LDETAIL OF ‘D’ \LFOUNDATION BOLT COLUMN (C1) 300 X 900 G.P. BEARING PLATE DROOVE WELD 2-ISA 50 X 50 X 6 2-ISA 50 X 50 X 6 STIFFENER 6 THK. DETAILS OF TRUSS JOINT \LDETAIL OF ‘D’ SAG ROD CHANNEL ISLC 100 G.I. SHEET COVERING RIDGE 2 – ISA 50 X 50 X6 TIE ROD \LDETAIL OF ‘A’ \C256;DETAIL OF ‘B’ G.I. SHEET COVERING CLEAT ISA 50 X 50 X 6 ISA 50 X 50 X 6 2-ISA 50 X 50 X 6 RAFETR ISA 50 X 50 X 6 CHANNEL ISLC 100 REFER TO DRG. PROVIDED BY CLIENT 1) FOR GEOMETRICAL DIMENSIONS 2) ALL FILLED WELD 6 mm THK. 4) ALL DIMENSION ARE IN MM 3) MINIMUM WELDING LENGTH 100 MM 5) BASE PLATE OF COL.& TRUSS 6 MM THK.. 6) FOUNDATION BOLTS d 12 MM 1.2 M LONG 4NOS.