Timber And Steel Portals DWG Detail for AutoCAD

Timber And Steel Portals DWG Detail for AutoCAD

roof details – structural detals

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

room, key plan sc, thk diaphragm wall, fixed laminated timber portal sc, detail at ‘a’ sc, view of structure, detail at ‘b’ sc, alternative detail at ‘b’ for hinged timber portal sc, alternative detail at ‘a’ for hinged timber portal sc, key plan sc, key section xx’ sc, laminae feather edged, cast iron saddle, bolt head pockets, rafter, knee, leg, m.s. shoe, sand filling, anchor bolts, mm thk m.s. base plate, rcc plinth beam, mm brick bat koba, bolt head pockets, apex is butt jointed and bolted, cast iron saddle, laminated timber frame, mm pcc bed, dry rubble packing, rammed earth, laminated timber frame, cast iron shoe is bolted to foot of the leg and fixed to rcc foundation with anchor bolts, anchor bolts, sand filling, laminated timber portal frame, portal frame center lines, pin joint, m.s. shoe, cast iron noggins for purlins, hinge, mm thk cover plate, rcc pedestal, bolt, m.s. pin, all measurements in mm, key plan sc, thk diaphragm wall, triangular section welded steel tubular lattice beam, chord, pin joint, triangular section welded steel tubular lattice column, wide gutter, built up purlin, ac sheet, thk pcc bed, thk brick bat koba, dry rubble packing, rammed earth, ridge piece, triangular section welded steel tubular lattice column, built up purlin, ac sheet, wide gutter, ridge piece, triangular section welded steel tubular lattice column, thk pcc bed, thk brick bat koba, sand filing, hinge plate fixed to column, bolt as pin, anchor bolt, plinth beam, ridge piece, ac sheet, built up purlin, triangular section welded steel tubular lattice beam, pin joint, key plan sc, section aa’ sc, detail at, detail ay, detail ay

Raw text data extracted from CAD file:

ROOM 000 KEY PLAN SC = 1:200 750 THK DIAPHRAGM WALL FIXED LAMINATED TIMBER PORTAL SC = 1:20 DETAIL AT 'A' SC = 1:10 3D VIEW OF STRUCTURE DETAIL AT 'B' SC = 1:10 ALTERNATIVE DETAIL AT 'B' FOR HINGED TIMBER PORTAL SC = 1:10 ALTERNATIVE DETAIL AT 'A' FOR HINGED TIMBER PORTAL SC = 1:10 KEY PLAN SC = 1:200 KEY SECTION XX' SC = 1:200 LAMINAE FEATHER EDGED CAST IRON SADDLE BOLT HEAD POCKETS RAFTER KNEE LEG M.S. SHOE SAND FILLING ANCHOR BOLTS 20 MM THK M.S. BASE PLATE X X' A B RCC PLINTH BEAM 100 MM BRICK BAT KOBA BOLT HEAD POCKETS APEX IS BUTT JOINTED AND BOLTED CAST IRON SADDLE LAMINATED TIMBER FRAME 100 MM PCC BED 230 DRY RUBBLE PACKING RAMMED EARTH LAMINATED TIMBER FRAME CAST IRON SHOE IS BOLTED TO FOOT OF THE LEG AND FIXED TO RCC FOUNDATION WITH ANCHOR BOLTS ANCHOR BOLTS SAND FILLING 27150 13500 27150 13500 LAMINATED TIMBER PORTAL FRAME PORTAL FRAME CENTER LINES PIN JOINT M.S. SHOE CAST IRON NOGGINS FOR PURLINS HINGE 20 MM THK COVER PLATE 400 1600 300 600 5100 1500 6750 5100 1500 27150 1350 1350 150 440 600 RCC PEDESTAL 13500 13500 13500 13500 BOLT M.S. PIN ALL MEASUREMENTS IN MM \A1;27150 \A1;13500 \A1;27150 \A1;13500 \A1;400 \A1;1600 \A1;300 \A1;600 \A1;5100 \A1;1500 \A1;6750 \A1;5100 \A1;1500 \A1;27150 \A1;1350 \A1;1350 \A1;150 \A1;440 \A1;600 450 \A1;10000 \A1;12100 \A1;25000 \A1;27000 \A1;6000 \A1;760 \A1;6000 \A1;6000 \A1;6000 \A1;760 \A1;1000 \A1;1000 \A1;27000 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;450 \A1;12000 \A1;370 \A1;1250 \A1;1250 \A1;370 \A1;13500 \A1;13500 \A1;13500 \A1;13500 KEY PLAN SC = 1:200 750 THK DIAPHRAGM WALL 750 THK DIAPHRAGM WALL 450 10000 12100 25000 27000 6000 760 6000 6000 6000 760 1000 1000 27000 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 450 12000 TRIANGULAR SECTION WELDED STEEL TUBULAR LATTICE BEAM NO.2 CHORD NO.1 CHORD PIN JOINT TRIANGULAR SECTION WELDED STEEL TUBULAR LATTICE COLUMN 200 WIDE GUTTER 50 X 50 BUILT UP PURLIN @ 1200 C/C 1300 X 3000 AC SHEET 100 THK PCC BED 100 THK BRICK BAT KOBA 230 DRY RUBBLE PACKING RAMMED EARTH RIDGE PIECE TRIANGULAR SECTION WELDED STEEL TUBULAR LATTICE COLUMN 50 X 50 BUILT UP PURLIN @ 1200 C/C 1300 X 3000 AC SHEET 200 WIDE GUTTER J-BOLT RIDGE PIECE TRIANGULAR SECTION WELDED STEEL TUBULAR LATTICE COLUMN 100 THK PCC BED 100 THK BRICK BAT KOBA SAND FILING HINGE PLATE FIXED TO COLUMN BOLT AS PIN ANCHOR BOLT PLINTH BEAM RIDGE PIECE 1300 X 3000 AC SHEET 50 X 50 BUILT UP PURLIN @ 1200 C/C TRIANGULAR SECTION WELDED STEEL TUBULAR LATTICE BEAM PIN JOINT J-BOLT 370 1250 1250 370 KEY PLAN SC = 1:100 A A' SECTION AA' SC = 1:100 DETAIL AT X DETAIL AY Y X Y Z DETAIL AY Z

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, cover, dach, DETAIL, details, DWG, hangar, lagerschuppen, roof, shed, steel, structural, structure, terrasse, timber, toit