Details Of The Typical Construction Of Canopy DWG Detail for AutoCAD

Details Of The Typical Construction Of Canopy DWG Detail for AutoCAD

Details – Specifications – sizing – Construction cuts

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

truss, truss, slope, layout of purlin bracings for, engine area shed, dimensions marked are inclined length, thk. base plt., holes, for bolts, thk. stiff plt., sec., washer plt., ismc box, isa, lg., ismc box, sec., thk. stiff. plt., thk. stiff. plt., isa, lg., view, ismc box, gap, rc column, cladd. runner, ismc ismc, plate, thk. stiff., thk plt., nos. fischer, heavy duty, sec., b.o.t, sec., plt. thk., for bolts, holes, sec., ismc box, ismc box, sec., thk. base plt., ismc box, sec., thk. base plt., ismc box, nos. fischer, heavy duty, b.o.b, false rafter, view, ismc box, isa, rc wall, ismc box, suitable flashing, view, rc col., wall, opening, ffl, ismc box, ismc box, rc mullion, rc col., notes:, all dimensions are in millimetres and levels are in metres., all general notes ref. drg. no., for det. of insert plates ref. drg. no., this drg. shall be read in conjuction with drg no., denotes holes for permanent bolts and denotes holes for erection bolts., legend:, ffl finished floor level, fgl formed ground level, toc top of concrete, bob bottom of beam, ct canopy truss, t.o.br top of bracket, t.o.c.p top of column cap plate, schedule of members, member mkd., description, ismc, ismc, bracing, isa, truss, det., existing truss details refer drg. no., b.o.t, det., thk. gusset plt., typ, typ, typ, typ, thk. gusset plt., typ, gutter strip, gutter detail, spout, sealent, down take, pipe pvc, strainer, outer, gusset plt., sec., truss, member, existing, gusset plt., ismc box, b.o.b, b.o.t, typ, typ, thk. gusset plt., typ, steel post, truss mkd., sec., b.o.b, b.o.b, existing, steel tie beam, suitable flashing, ismc box, b.o.b, b.o.t, ismc box, truss, slope, truss mkd., ffl, ismc box, sec., b.o.b, b.o.t, rc column, existing, b.o.b, sec., steel post, member, det., ismc box, b.o.b, b.o.b, b.o.t, det., thk. gusset plt., typ, typ, thk. gusset plt., typ, gutter strip, flashing fabricated from, thk. smp, color coated galvalume, plain sheet, nut bolt, rain water gutter fabricated from, colour coated plane, sheet, spout, sealent, down take, pipe pvc, strainer, outer, tcbr, det., existing truss, existing, steel tie beam, existing, steel tie beam, isa, thk. plt., steel post, existing canopy truss, b.o.b, b.o.b, thk. plt., thk. plt., ismc box, thk. plt., fisher high, fastener fh ii, performance anchor, hexagon, view, isa, ismc box, lg., ismc box, stiff. plt., isa, t.o.c.p, t.o.s, b.o.b, roof with single or double, sheet to be confirmed by msil, anchor, tie beam as per site measurement received on, gusset plt., sec., truss, member, location bottom level of canopy bottom of, purlin, of steel col., of steel col., bracing, suitable flashing, this drg. superseedes, drg. no., anchor, spring plt, b.o.b, construction, to support the existing truss., front truss should be removed., remove the spring plate from the existing steel post, before lifting the column should be erected., after the column erection truss to be lifted., after lifting the truss new steel beam should be weld, weld the vertical members as per the drawing., connect the vertical member with angle as per the drawing., weld the post to the existing steel tie beam at, extend the truss with splice plate, with columns at level, support arrangement sh

Raw text data extracted from CAD file:

\A1;3825 \A1;3800 \A1;14000 \A1;1925 \A1;400 \A1;475 \A1;175 \A1;125 \A1;50 \A1;125 \A1;50 \A1;50 \A1;121 \A1;8 \A1;350 \A1;350 \A1;125 \A1;50 \A1;25 \A1;25 \A1;25 \A1;25 \A1;125 \A1;50 \A1;50 \A1;121 \A1;25 \A1;25 \A1;8 \A1;50 \A1;100 \A1;50 \A1;120 \A1;100 \A1;25 \A1;250 \A1;= = \A1;120 \A1;200 \A1;= = \A1;60 \A1;60 \A1;25 \A1;5 425 \A1;150 \A1;80 \A1;80 \A1;150 \A1;115 \A1;10 \A1;75 / \A1;100 \A1;125/100 \A1;250 \A1;15 \A1;425 \A1;15 \A1;75 (GAP) \A1;3975 \A1;300 \A1;300 \A1;200 \A1;50 \A1;50 \A1;200 \A1;50 \A1;50 \A1;250 \A1;250 \A1;150 \A1;50 \A1;50 \A1;150 \A1;50 \A1;50 \A1;1000 \A1;400 \A1;4000 \A1;450 \A1;1000 \A1;4000 \A1;1060 \A1;150 \A1;4750 \A1;2100 \A1;2100 \A1;4750 \A1;75 \A1;150 \A1;1000 \A1;100 \A1;2100 \A1;1800 \A1;1200 \A1;300 \A1;215 \A1;1020 \A1;1600 \A1;1220 \A1;150 \A1;425 \A1;3500 \A1;3500 \A1;3500 \A1;1725 \A1;3500 \A1;1775 \A1;1000 \A1;185 \A1;200 \A1;2115 \A1;100 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;610 \A1;5210 \A1;4400 \A1;EXISTING TRUSS 20 10 20 375 10 125 10 75 10 175 20 10 20 125 10 175 175 125 685 \A1;526 \A1;975 \A1;1450 \A1;1300 \A1;150 \A1;1100 \A1;4400 \A1;5500 \A1;260 \A1;250 \A1;1075 \A1;175 \A1;2400 \A1;1100 \A1;NEW TRUSS \A1;5500 \A1;300 \A1;250 \A1;1200 \A1;1800 \A1;500 \A1;250 \A1;950 \A1;950 \A1;260 \A1;200 \A1;1200 \A1;50 \A1;4400 \A1;975 \A1;1450 \A1;1300 \A1;1075 \A1;1100 \A1;175 \A1;150 \A1;526 556 186 182 12 75 260 250 10 10 175 10 20 375 315 125 175 10 20 260 800 \A1;800 \A1;200 \A1;50 \A1;100 \A1;50 \A1;264 \A1;172 \A1;20 \A1;312 \A1;247 \A1;131 \A1;100 \A1;50 \A1;276 \A1;20 \A1;20 \A1;181 \A1;131 \A1;200 \A1;50 \A1;47 \A1;223 \A1;155 \A1;91 \A1;178 \A1;287 \A1;270 \A1;124 \A1;131 200 250 200 100 \A1;25 \A1;25 \A1;5 (GAP) \A1;450 \A1;75 \A1;300 \A1;75 \A1;180 \A1;450 \A1;12 \A1;75 \A1;300 \A1;75 \A1;450 1790 \A1;200 \A1;= = \A1;150 \A1;= = \A1;5 (GAP) 20 50 \A1;100 20 \A1;1800 \A1;1020 \A1;175 \A1;= = \A1;150 \A1;25 \A1;200 150 \A1;50 \A1;5 \A1;50 \A1;5 \A1;120 \A1;= = \A1;120 \A1;100 \A1;20 (TYP) 25 100 150 = = 250 = = 300 = = 150 = = 75 8 8 75 \A1;200 \A1;217 \A1;174 \A1;260 \A1;20 \A1;200 \A1;50 \A1;100 \A1;50 \A1;345 \A1;75 \A1;141 \A1;315 \A1;60 \A1;200 \A1;50 \A1;100 \A1;50 \A1;192 \A1;75 \A1;141 \A1;48 \A1;267 \A1;116 \A1;257 150 \A1;100 \A1;5 \A1;240 \A1;= = \A1;145 \A1;100 \A1;100 20 20 185 107 66 22 185 122 65 27 190 460 190 27 65 175 135 210 170 155 25 120 500 25 205 5 330 185 135 175 210 415 120 535 150 25 25 10 230 120 25 65 510 190 \A1;120 \A1;115 \A1;115 \A1;200 \A1;200 \A1;191 A A' 44' 5 5 5 5 CT1 CT3 SLOPE 1: 50 44' 5 5 175 * LAYOUT OF TRUSS, PURLIN & BRACINGS FOR ENGINE AREA SHED DIMENSIONS MARKED ARE INCLINED LENGTH * 5 5 5 5 5 5 5 5 5 25 THK. BASE PLT. 350x350 4-27.5d HOLES FOR M25 BOLTS 8 THK. STIFF PLT. 5 5 SEC. 5-5 (PLAN) 5 5 50 250 50 WASHER PLT. 50x50x6 5 5 5 5 5 5 14 14 ISMC 200 BOX ISA 90X90X6 175 LG. ISMC 200 BOX SEC. 14-14 (TYP) 15 15 8 THK. STIFF. PLT. (TYP) 5 5 8 THK. STIFF. PLT. ISA 90X90X6 175 LG. VIEW 15-15 ISMC 200 BOX ISMC 200 BOX 1 1 3 19 5 5 5 GAP 6 6 RC COLUMN 5 5 CLADD. RUNNER ISMC 125 / ISMC 100 PLATE 8 THK. STIFF. 5 5 5 <>\X= = 5 250x120x12 THK PLT. 2 Nos. 12d FISCHER HEAVY DUTY <>\X= = 5 5 5 10 DET.-D5 10 SEC. 10-10 +249.610 B.O.T 5 SEC. 19-19 A 19 3 5 5 = = 5 5 = = PLT. 8 THK. PLT. 8 THK. PLT. 8 THK. PLT. 8 THK. FOR M12 BOLTS 13.5d HOLES (TYP) 5 5 75 /\X100 <>/100 = = 5 5 5 5 SEC. 16-16 (PLAN) (TYP) (TYP) 4 4 ISMC 200 BOX <>\X(GAP) CT3 ISMC 200 BOX 13 13 5 SEC. 6-6 (PLAN) 12 THK. BASE PLT. 300x300 5 5 ISMC 125 BOX 5 5 5 = = 5 5 5 = = SEC. 20-20 (PLAN) 12 THK. BASE PLT. 250x250 5 5 ISMC 100 BOX 4 Nos. 12d FISCHER HEAVY DUTY 5 5 5 = = 5 5 5 = = B.O.B 246.100 CT3 P1 P3 P2 2 2 FALSE RAFTER 241.350 VIEW 3-3 5 16 16 5 5 5 5 5 5 5 5 CR5 CR5 CR6 CR6 CR7 CR7 CR7 5 5 5 5 5 5 5 5 5 5 5 5 ISMC 125 BOX ISMC 100 BOX (TYP) 6 6 20 20 5 5 ISA 50x50x6 CR3a CR3 CR4 CR8 CR8 CR4a 5 5 CR9 CR9 CR10 CR10 CR7 5 RC WALL ISMC 125 BOX ISMC 125 BOX RS SUITABLE FLASHING RS VIEW 4-4 RC COL. RC COL. WALL WALL 5 5 OPENING OPENING 5 FFL 242.600 ISMC 200 BOX 5 5 5 5 5 5 5 ISMC 200 BOX RC MULLION RC COL. 5 5 5 5 5 NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METRES. 2. ALL GENERAL NOTES REF. DRG. NO. O10220-C-FB-00-GN-0002 4. FOR DET. OF INSERT PLATES REF. DRG. NO. EDRC-STD-IP-001 5. THIS DRG. SHALL BE READ IN CONJUCTION WITH DRG NO. O10220-A-FB-04-CD-0001,0002,0012,O10220-C-FB-04-SL-0109(LATEST REV.) 3. DENOTES HOLES FOR PERMANENT BOLTS AND DENOTES HOLES FOR ERECTION BOLTS. LEGEND: FFL - FINISHED FLOOR LEVEL FGL - FORMED GROUND LEVEL TOC - TOP OF CONCRETE BOB - BOTTOM OF BEAM CT - CANOPY TRUSS T.O.BR - TOP OF BRACKET T.O.C.P - TOP OF COLUMN CAP PLATE SCHEDULE OF MEMBERS MEMBER MKD. DESCRIPTION P1, P2, P3 ISMC 125 ISMC 100 CR4 & CR4a ISMC 125 CR2 BRACING (Tcbr) 2 ISA-65x65x6 CR5 TO CR10 ISA 75x75x6 A A' A' A 5 5 5 5 <>\XEXISTING TRUSS DET. -D1 EXISTING TRUSS DETAILS REFER DRG. NO. O10220-C-FB-04-SL-0109 (LATEST REV.) 246.340 B.O.T DET. -D2 10 THK. GUSSET PLT. 6 (TYP) TYP 5 TYP 5 TYP 6 (TYP) TYP 10 THK. GUSSET PLT. 5 TYP (TYP) 6 GUTTER STRIP AT 600 C/C GUTTER DETAIL SPOUT SEALENT 110Ø DOWN TAKE PIPE PVC STRAINER 5 OUTER 5 5 5 5 5 5 9 9 GUSSET PLT. SEC. 9-9 (PLAN) TRUSS MEMBER 5 EXISTING GUSSET PLT. ISMC 200 BOX B.O.B 246.340 B.O.T 246.100 6 (TYP) TYP 5 TYP 6 10 THK. GUSSET PLT. 5 TYP 5 5 5 5 5 5 STEEL POST 5 5 5 5 5 D4 TRUSS MKD. CT3 SEC. 2-2 5 5 246.100 B.O.B 5 247.200 B.O.B EXISTING STEEL TIE BEAM SUITABLE FLASHING 5 5 ISMC 200 BOX B.O.B 246.340 B.O.T 246.100 5 5 5 ISMC 200 BOX ISMC 200 BOX <>\XNEW TRUSS 5 SLOPE 1: 50 5 5 TRUSS MKD. CT1 D2 FFL 242.600 44' 5 ISMC 200 BOX 241.350 SEC. 1-1 CR2 5 5 5 5 5 CR2 CR2 D5 5 CR1 5 B.O.B 246.100 5 5 246.340 B.O.T 5 5 D1 5 RC COLUMN 5 5 5 5 5 5 D1 5 D3 5 EXISTING 247.200 B.O.B 5 5 5 6 (TYP) 5 5 SEC. 7-7 (PLAN) STEEL POST MEMBER DET. -D3 44' ISMC 200 BOX ISMC 200 BOX B.O.B 246.100 246.100 B.O.B 246.880 5 5 246.340 B.O.T DET. -D4 10 THK. GUSSET PLT. 6 (TYP) TYP 5 6 (TYP) TYP 10 THK. GUSSET PLT. 5 TYP (TYP) 6 GUTTER STRIP AT 600 C/C 30 50 50 128 327 80 40 60 40 200 30 FLASHING FABRICATED FROM 0.60mm THK. (TCT) SMP COLOR COATED GALVALUME PLAIN SHEET (COLOR GREY) NUT & BOLT 460 60 \A1;91° RAIN WATER GUTTER FABRICATED FROM 0.8mm (TCT) COLOUR COATED PLANE SHEET (COLOR GREY) SPOUT SEALENT 110Ø DOWN TAKE PIPE PVC STRAINER 5 OUTER 5 5 5 5 5 5 5 Tcbr D6 D7 5 5 5 5 WP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DET. -D6 (PLAN) DET. -D7 (PLAN) 1150 800 1150 800 A' 7 7 EXISTING TRUSS EXISTING TRUSS EXISTING TRUSS EXISTING STEEL TIE BEAM EXISTING STEEL TIE BEAM ISA 65x65x6 (TYP) 12 THK. PLT. (300x250) 5 STEEL POST 6 (TYP) EXISTING CANOPY TRUSS (CUT TO SHAPE) B.O.B 247.200 246.100 B.O.B 8 THK. PLT. (220x170) 5 5 8 THK. PLT. (120x120) 5 ISMC 100 BOX 6 6 (TYP.) 5 5 <>\X(GAP) 5 5 5 5 5 5 12 THK. PLT. (450 x 450) 4NOS FISHER HIGH FASTENER FH II 24 / 5OS PERFORMANCE ANCHOR (WITH HEXAGON HEAD) = = VIEW 13-13 44' 5 ISA 75x75x6 ISMC 200 BOX 180 LG. 5 5 5 5 = = = = ISMC 200 BOX 8THK. STIFF. PLT. (TYP.) (CUT TO SHAPE) 5 (TYP) ISA 65x65x6 (TYP) <>\X= = <>\X= = T.O.C.P T.O.S 246.810 <>\X(GAP) B.O.B 246.100 ROOF WITH SINGLE OR DOUBLE SHEET TO BE CONFIRMED BY MSIL D10 DET.-D10 ANCHOR FH-S(GVZ) # # # # TIE BEAM AS PER SITE MEASUREMENT RECEIVED ON 12.03.13 6 6 6 6 6 11 11 GUSSET PLT. SEC. 11-11 (PLAN) TRUSS MEMBER 5 # - LOCATION & BOTTOM LEVEL OF CANOPY TRUSS, BOTTOM OF PURLIN C OF STEEL COL. L C OF STEEL COL. L BRACING SUITABLE FLASHING # THIS DRG. SUPERSEEDES DRG. NO. O10220-C-FB-04-SL-0137 ANCHOR FH-S(GVZ) 5 5 SPRING PLT (BENT TO SHAPE) 5 246.100 B.O.B CONSTRUCTION SEQUENCE:- TO SUPPORT THE EXISTING TRUSS. 2. FRONT TRUSS (CT4 & CT33) SHOULD BE REMOVED. 3. REMOVE THE SPRING PLATE FROM THE EXISTING STEEL POST & 5. BEFORE LIFTING THE TRUSS, COLUMN SHOULD BE ERECTED. 6. AFTER THE COLUMN ERECTION TRUSS TO BE LIFTED. 7. AFTER LIFTING THE TRUSS NEW STEEL BEAM SHOULD BE WELD 8. WELD THE VERTICAL MEMBERS AS PER THE DRAWING. 9. CONNECT THE VERTICAL MEMBER WITH ANGLE AS PER THE DRAWING. WELD THE POST TO THE EXISTING STEEL TIE BEAM AT (+)247.200m. 4. EXTEND THE TRUSS WITH SPLICE PLATE WITH COLUMNS AT LEVEL (+)246.100m. 1. SUPPORT ARRANGEMENT (SCAFFOLDING) SHOULD BE ARRANGED BOTTOM CHORD Tcbr D8 D9 CR1,CR3,CR3a, CANOPY PURLIN TO INSERT FLASHING CLADDING SHALL BE CUT (F.F.L) 5 5 (TYP) (TYP) <>\X= = (TYP.) 5 ISA 75x75x6 150 LG. 5 TOS - TOP OF STEEL 6 5 (TYP.) ISMC 100 BOX ISMC 100 BOX ISMC 100 BOX FFL 5 EXISTING STEEL TIE BEAM D12 D12 D12x 8 THK. CAP PLT. 247.200 B.O.B 5 5 12 THK SPRING PLT.-120 WIDE (BENT TO SHAPE) 5 DET. -D12 (AS DRAWN) DET. -D12x (MIRROR IMAGE) 18 18 5 <>\X= = 5 5 SEC. 18-18 (PLAN) <>\X(TYP) 5 5 <>\X= = <>\X= = <>\X= = L C OF CT 8 8 SEC. 8-8 (PLAN) <>\X= = 5 L C OF CT 5 5 8 THK. DIAPHRAM PLT. 5 (TYP.) 8 THK. STIFF PLT. 8 THK. DIAPHRAM PLT. 6 (TYP) 6 2 NOS. 8 THK. STIFF PLT. (TYP) 5 WP 5 5 5 5 5 DET. -D8 (PLAN) 1150 610 5 5 5 5 5 5 5 DET. -D9 (PLAN) 1150 800 5 5 5 5 5 5 5 5 5 5 5 5 4 Nos. 12d FISCHER HEAVY DUTY ANCHOR FH-S(GVZ) ISA 75x75x6 EXISTING 247.200 B.O.B EXISTING STEEL TIE BEAM 5 STEEL POST 5 12 THK SPRING PLT. (BENT TO SHAPE) (TYP.) 5 <>\X= = 5 5 SEC. 12-12 (PLAN) 5 12 12 1 2 3 5 5 5 5 5 5 5 5 5 5 1 2 2 ISA-75x75x6 2 ISA-75x75x6 3 2 ISA-50x50x6 246.880 T.O.C.P 1 2 3 1 3 2 (CT3) 1 2 3 1 2 3 P3 P4 DET. OF PLT. - P4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DET. OF PLT. - P3 10 THK. GUSSET PLT. SAME AS DET.- D4 P1 P2 DET. OF PLT. - P2 DET. OF PLT. - P1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D13 DET. -D13 240 WIDE 5 5 5 (TYP) (TYP) 21 21 SEC. 20-20 (PLAN) 12 THK. BASE PLT. 200x200 200 200 ISMC 100 BOX 4 Nos. 12d FISCHER HEAVY DUTY = = = = ANCHOR FH-S(GVZ) 5

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	abgehängten decken, autocad, canopy, ceiling, construction, cuts, DETAIL, details, DWG, plafonds suspendus, sizing, specifications, suspenden ceilings, typical