Roof Truss DWG Section for AutoCAD

Roof Truss DWG Section for AutoCAD

Layout of roof truss detailing Truss Rafter Purlin support note galvanized metal joints through the detail section veneers gallery Fixing straps

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

with fish end tail, welded to it., details at d, details at e, details at c, details at b, details at a, purlins, with fish end tail welded to it., details at f, details at g, details at j, details at h, r.c. slab, connection details of purlin to rafter, varies, welded to galva. steel rod, timber decorative capital, reduced section of, timber decorative bracket, section p-p, section m-m, section thru. verandah, layout of roof truss, at equal distance, concrete kicker, details at l, fixed with brass screws, timber pack, gutter, fixing detail of metal sheet to purlin, capping colour similar to sheet hdg, purlin, neoprene washer, metal washer, metal sheet, plastic or treated timber packing, steel screw, view at y, at the bottom of galva. shoe, zinc aluminium alloy coated structural steel sheet prepainted, flashing, view at w, fixing details of purlin on beam, brass screws to rafter, timber pack fixed with, r.c. beam, r.c. column, r.c. fascia, brass screws to fixed the, decorative bracket, at equal distance, details at k, fixed to purlins with brass screws, alignment of beam, to be decided on site, details at z

Raw text data extracted from CAD file:

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\A1;100 \A1;100 \A1;6 \A1;varies 5 -1.0 5 5 -1.0 5 5 10 80 10 10 80 10 10 5 10 5 85 5 10 80 10 90 -1.0 5 90 -1.0 5 5 5 5 5 85 5 90 -1.0 5 5 -1.0 5 10 5 10 35 -1.0 -1.0 35 10 80 10 5 5 -1.0 5 10 80 10 5 -1.0 5 5 5 -1.0 -1.0 5 5 -1.0 5 -1.0 -1.0 5 5 85 5 Bolts Grade 4.6 d 16mm with Fish End Tail 6 Bolts Grade 4.6 d12mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick Welded to it. Details at D Details at E Details at C Details at B Details at A 100 x 100 200 x 100 A C B D E Truss 1 Details Truss 3 Details Truss 4 Details 100 x 100 Purlins 10 80 10 5 -1.0 5 90 -1.0 5 10 80 10 5 -1.0 5 5 5 5 5 10 5 10 5 -1.0 -1.0 5 5 5 10 10 5 10 10 5 5 -1.0 5 10 5 10 10 80 10 5 2 Bolts Grade 4.6 d16mm (Each Side) with Fish End Tail Welded to it. 5 10 10 5 -1.0 5 5 5 -1.0 5 5 5 10 5 10 90 -1.0 -1.0 5 5 -1.0 -1.0 5 5 85 20 62 5 125 x 100 125 x 100 150 x 100 100 x 100 Details at F Details at G Details at J Details at H F H J G K 7 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 5 5 9 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 9 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 6 Bolts Grade 4.6 d12mm 5 Bolts Grade 4.6 d12mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 6 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 9 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) 6 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 5 5 5 5 150 5 5 Galva. Steel Shoe 6mm Thick 4 M12 Rawl Bolts Bolts Grade 4.6 d 16mm R.C. Slab Bolt Grade 4.6 d12mm (Connection Details Same as Truss 2) Connection Details of Purlin to Rafter 5 5 100 100 100 6 varies Galvanised Plate 6mm Thick 10 5 10 5 5 5 5 -1.0 5 5 5 100 10 80 10 4 Bolts Grade 4.6 d12mm Bolt Grade 4.6 d16mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Bolt Grade 4.6 d16mm Bolt Grade 4.6 d10mm Purlin 75 x 50 Rafter 100 x 100 Timber Beam 150 x 100 5 5 Timber 100 x 100 Rafter 100 x 100 5 -1.0 5 5 -1.0 5 Timber Post 150d Timber Post 150 d Bolt grade 4.6 d16 Galva. Metal Shoe 6mm thick welded to galva. steel rod Galva. Steel Rod d32 R.C. Beam 4Y10 + R6-150 5 5 5 5 -1.0 5 5 -1.0 -1.0 15 80 5 -1.0 -1.0 5 100 Bolts grade 4.6 d12 Galva. Plate 6mm thick Timber Post 150 d Bolt grade 4.6 d12 Timber Beam 150 x 100 5 Timber Decorative Capital Reduced Section of Timber Post 100 x 100 Timber Post 150 d 5 Bolts Grade 4.6 d12mm Timber Beam 150 x 100 Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Timber Decorative Capital Details of "View at Y" M M P P with Fish End Tail Timber Decorative Bracket Timber Decorative Bracket 10 5 10 5 5 300 x 300 x 50 thick 300 x 300 x 50 thick 100 Section P-P Section M-M Details at A Details at B Details at C A B C Section thru. Verandah 4 750 5 Purlins 100 x 100 TRUSS 2 TRUSS 4 TRUSS 3 Timber Boarder 200 x 20 H Layout of Roof Truss TRUSS 1 5 -1.0 5 5 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 5 D Truss 2 Details 125 x 100 100 x 100 at Equal Distance Purlin 100 x 100 B A C L 125 x 100 125 x 100 Rafter 125 x 100 125 x 100 125 x 100 125 x 100 125 x 100 Gusset Plate 6mm Thick 5 Bolts Grade 4.6 d12mm on Both Sides (Grade 4.6) 5 5 5 5 5 -1.0 -1.0 90 -1.0 -1.0 5 Galva. Metal Support (4 Nos.) (EXISTING R.C. SLAB) 2 Rawl Bolts M12 Bolt d16 (EXISTING R.C. SLAB) Bolt d16 Galva. Metal Support 6mm thick 2 Rawl Bolts d16 5 -1.0 5 5 Concrete Kicker 30mm thick 4 M12 Rawl Bolts d 16mm Bolts Grade 4.6 Details at L (Fixed with Brass Screws) Timber Border 200 x 25 Fixed with Brass Screws Timber Pack Gutter 300 Fixing Detail of Metal Sheet to Purlin Capping colour similar to sheet HDG Purlin Neoprene washer Metal washer Metal Sheet Plastic or treated timber packing Steel Screw View at Y at the Bottom of Galva. Shoe 2 nos. Weep holes d10 Anchored 250mm in R.C. Beam Zinc Aluminium alloy coated structural steel sheet prepainted Zinc Aluminium min. 150 gm/m total on both sides (Colour to Architect's approval) 2 Base steel thickness 0.6 mm 5 Timber Post 150d Section thru. Verandah & Staircase C Rafter 100 x 100 at 1500 c/c max. at 1500 c/c max. at 1500 c/c max. 5 5 150 250 5 150 d 16mm Bolts Grade 4.6 Bolts Grade 4.6 4 M12 Rawl Bolts d 16mm 5 R.C. Slab Galva. Steel Shoe 6mm Thick 4 M10 Rawl Bolts Bolt Grade 4.6 d16mm Rafter 100 x 100 at 1500 c/c max. Rafter 100 x 100 Purlin 100 x 100 (fixed to conc. fascia & r.c. column) Flashing Details at D 100 5 10 on Both Sides (Grade 4.6) Gusset Plate 6mm Thick Bolt Grade 4.6 d16mm at 1500 c/c max. Rafter 100 x 100 10 80 10 5 5 5 Timber 100 x 100 -1.0 5 5 5 5 10 4 Bolts Grade 4.6 d12mm 150 Timber Beam 150 x 100 (supported between conc.fascia) at 1500 c/c max. at 1500 c/c max. Timber 100 x 100 75 -1.0 100 (supported between conc.fascia) Timber Beam 150 x 100 Bolt Grade 4.6 d10mm Purlin 50 x 75 Bolt Grade 4.6 d10mm Purlin 50 x 75 View at W Details of "View at W" Fixing Details of Purlin on Beam Anchored 250mm in R.C. Beam with Fish End Tail Bolt 12 d 5 B Fixed with Brass Screws Brass Screws to Rafter Timber Pack Fixed with R.C. Beam D R.C. Column R.C. Fascia E G H Details at H Details at E Details at G 5 5 -1.0 Rafter 100 x 100 2 Rawls Bolt d12mm Purlin 100 x 100 Bolt d12mm 5 -1.0 5 5 5 -1.0 2 Rawls Bolt d12mm Bolt d12mm Purlin 100 x 100 Rafter 100 x 100 Gusset Plate 6mm Thick Brass Screws to Fixed the Decorative Bracket 5 -1.0 at 1500 c/c max. 5 -1.0 5 5 5 5 5 5 at equal distance 5 5 62 5 5 Details at K 5 5 5 5 5 5 5 5 2 Bolts Grade 4.6 d10mm Fixed to Purlins with Brass Screws Alignment of Beam 1100 5 785 785 5 1100 785 785 5 -1.0 415 415 5130 2565 2565 1465 1465 1115 To Be Decided On Site Rafter 125 x 100 100 min. 125 x 100 1465 1465 1115 100 min. 5 5 2100 300 Purlin 100 x 100 R.C. Beam Bolt grade 4.6 d12 50 50 z Details at Z Purlins 100 x 100 100 10 80 10 5 5 5 140 5 5 5 5 100 10 80 10 4 Bolts Grade 4.6 d12mm Bolt Grade 4.6 d16mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Bolt Grade 4.6 d16mm Bolt Grade 4.6 d10mm Purlin 75 x 50 Rafter 100 x 100 Timber Beam 150 x 100 5 5 Timber 100 x 100 Rafter 100 x 100 5 5 5 5 5 5 Timber Post 150d Timber Post 150 d Bolt grade 4.6 d16 Galva. Metal Shoe 6mm thick welded to galva. steel rod Galva. Steel Rod d32 R.C. Beam 4Y10 + R6-150 5 130 70 5 5 5 5 5 5 15 80 5 5 5 5 100 Bolts grade 4.6 d12 Galva. Plate 6mm thick Timber Post 150 d Bolt grade 4.6 d12 Timber Beam 150 x 100 5 Timber Decorative Capital Reduced Section of Timber Post 100 x 100 Timber Post 150 d 5 Bolts Grade 4.6 d12mm Timber Beam 150 x 100 Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Timber Decorative Capital Details of "View at Y" M M P P with Fish End Tail Timber Decorative Bracket Timber Decorative Bracket 10 80 10 5 5 300 x 300 x 50 thick 300 x 300 x 50 thick 100 Section P-P Section M-M Details at A Details at B Details at C A B C Section thru. Verandah (Fixed with Brass Screws) Timber Border 200 x 25 Fixed with Brass Screws Timber Pack Gutter 300 Fixing Detail of Metal Sheet to Purlin Capping colour similar to sheet HDG Purlin Neoprene washer Metal washer Metal Sheet Plastic or treated timber packing Steel Screw View at Y at the Bottom of Galva. Shoe 2 nos. Weep holes d10 Anchored 250mm in R.C. Beam Zinc Aluminium alloy coated structural steel sheet prepainted Zinc Aluminium min. 150 gm/m total on both sides (Colour to Architect's approval) 2 Base steel thickness 0.6 mm 5 Timber Post 150d Section thru. Verandah & Staircase C Rafter 100 x 100 at 1500 c/c max. at 1500 c/c max. at 1500 c/c max. 5 5 150 250 5 150 d 16mm Bolts Grade 4.6 Bolts Grade 4.6 4 M12 Rawl Bolts d 16mm 5 R.C. Slab Galva. Steel Shoe 6mm Thick 4 M10 Rawl Bolts Bolt Grade 4.6 d16mm Rafter 100 x 100 at 1500 c/c max. Rafter 100 x 100 Purlin 100 x 100 (fixed to conc. fascia & r.c. column) Flashing Details at D 100 80 10 on Both Sides (Grade 4.6) Gusset Plate 6mm Thick Bolt Grade 4.6 d16mm at 1500 c/c max. Rafter 100 x 100 10 80 10 5 5 5 Timber 100 x 100 5 125 5 5 5 10 4 Bolts Grade 4.6 d12mm 150 Timber Beam 150 x 100 (supported between conc.fascia) at 1500 c/c max. at 1500 c/c max. Timber 100 x 100 75 5 100 (supported between conc.fascia) Timber Beam 150 x 100 Bolt Grade 4.6 d10mm Purlin 50 x 75 Bolt Grade 4.6 d10mm Purlin 50 x 75 View at W Details of "View at W" Fixing Details of Purlin on Beam Anchored 250mm in R.C. Beam with Fish End Tail Bolt 12 d 5 B Fixed with Brass Screws Brass Screws to Rafter Timber Pack Fixed with R.C. Beam D R.C. Column R.C. Fascia E G H Details at H Details at E Details at G 5 5 5 Rafter 100 x 100 2 Rawls Bolt d12mm Purlin 100 x 100 Bolt d12mm 5 5 5 5 5 5 2 Rawls Bolt d12mm Bolt d12mm Purlin 100 x 100 Rafter 100 x 100 Gusset Plate 6mm Thick Brass Screws to Fixed the Decorative Bracket 5 5 at 1500 c/c max. 5 5 2100 300 Purlin 100 x 100 5 5 200 5 5 5 5 10 80 10 10 80 10 10 80 10 5 85 5 10 80 10 90 5 5 90 5 5 5 85 5 5 85 5 90 5 5 5 5 90 10 80 10 35 5 5 35 10 80 10 5 90 5 5 10 80 10 5 5 90 5 5 5 5 90 5 5 5 5 5 5 5 85 5 Bolts Grade 4.6 d 16mm with Fish End Tail 6 Bolts Grade 4.6 d12mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick Welded to it. Details at D Details at E Details at C Details at B Details at A 100 x 100 200 x 100 A C B D E Truss 1 Details Truss 3 Details Truss 4 Details 100 x 100 Purlins 10 80 10 5 5 5 90 5 5 10 80 10 5 5 5 5 90 90 5 10 80 10 5 5 5 5 5 5 10 10 80 10 10 80 5 5 5 10 80 10 10 80 10 5 2 Bolts Grade 4.6 d16mm (Each Side) with Fish End Tail Welded to it. 80 10 10 5 5 5 5 90 5 5 90 5 10 80 10 90 5 5 5 5 5 5 5 5 85 20 62 5 125 x 100 125 x 100 150 x 100 100 x 100 Details at F Details at G Details at J Details at H F H J G K 7 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 5 5 9 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 9 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 6 Bolts Grade 4.6 d12mm 5 Bolts Grade 4.6 d12mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 6 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 9 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick on Both Sides (Grade 4.6) 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) 6 Bolts Grade 4.6 d12mm Gusset Plate 6mm Thick 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 3 Bolts Grade 4.6 d10mm on Both Sides (Grade 4.6) Gusset Plate 6mm Thick 5 5 5 5 150 5 5 Galva. Steel Shoe 6mm Thick 4 M12 Rawl Bolts Bolts Grade 4.6 d 16mm R.C. Slab Bolt Grade 4.6 d12mm (Connection Details Same as Truss 2) Connection Details of Purlin to Rafter 5 5 100 100 100 6 varies Galvanised Plate 6mm Thick 4 750 1500 Purlins 100 x 100 TRUSS 2 TRUSS 4 TRUSS 3 Timber Boarder 200 x 20 H Layout of Roof Truss TRUSS 1 5 5 5 5 5 5 5 5 5 5 5 5 5 D Truss 2 Details 125 x 100 100 x 100 at Equal Distance Purlin 100 x 100 B A C L 125 x 100 125 x 100 Rafter 125 x 100 125 x 100 125 x 100 125 x 100 125 x 100 Gusset Plate 6mm Thick 5 Bolts Grade 4.6 d12mm on Both Sides (Grade 4.6) 5 5 5 5 5 5 5 90 5 5 5 Galva. Metal Support (4 Nos.) (EXISTING R.C. SLAB) 2 Rawl Bolts M12 Bolt d16 (EXISTING R.C. SLAB) Bolt d16 Galva. Metal Support 6mm thick 2 Rawl Bolts d16 5 5 5 5 Concrete Kicker 30mm thick 4 M12 Rawl Bolts d 16mm Bolts Grade 4.6 Details at L 5 5 5 5 5 5 5 5 at equal distance 5 5 62 5 90 Details at K 5 90 5 5 5 90 5 5 2 Bolts Grade 4.6 d10mm Fixed to Purlins with Brass Screws Alignment of Beam 1100 1250 785 785 1250 1100 785 785 5 5 415 415 5130 2565 2565 1465 1465 1115 To Be Decided On Site Rafter 125 x 100 100 min. 125 x 100 1465 1465 1115 100 min. R.C. Beam Bolt grade 4.6 d12 50 50 z Details at Z Purlins 100 x 100 100

Language	English
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, barn, cover, dach, detailing, DWG, galvanized, hangar, lagerschuppen, layout, metal roof, roof, section, shed, structure, support, terrasse, toit, truss