Canopy And Skylight Detail DWG Detail for AutoCAD

Canopy And Skylight Detail DWG Detail for AutoCAD

Details of canopy and skylight for working drawing sheets

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

drawing notesnotes, r.c.c. frame structure. columns beams as dimensions as slab vary from mm thk. brick walls are mm thk. mm thk. unless otherwise indicated shown. mortar thickness not to exceed mm to mortar thickness in bed vertical not to exceed brick to be laid with frog upwards. wire mesh or chicken mesh should be fixed at junction of walls r.c.c. columns with min. overlap of on either. side it should be fixed with the help of nails. external plaster sand faced in two coats. first coat mm thk. second coat mm thk. first coat mixed with water proofing admixture. drip moulds to be provided to any projection. plaster thk on brick masonry on r.c.c. surface. all dimensions are from unfinished to unfinished surface. levels shown are from ground level as drawing not to be scaled. only written dimensions to referred. all dimensions to be verified by clerk of engineer on site before construction. any ambiguity to be clarified immediately from the architect in writing. architectural projections etc. to shown in dotted line. architectural projections chajja etc. to shown in firm line brick masonry to be done in english bond with cement mortar unless otherwise specified. flooring skirting fixed with cement mortar, all dimensions are in m.m. structural columns are shown. brick masonry walls indicated in plans section. door windows marked thus encircled. voids cutout to be shown, general notesnotes, working drawing, roll no, description of proposalof proposal, residential complexcomplex, checked by, asmita college of architecture, rajan l. vishwakarma, drawing no, final year b. architecture, date, roll no, steel and glass railing, thk. r.c.c. lintel, thk. int. cem. plaster, thk. cement slurry, thk. brk. wall, steel and glass railing, thk. r.c.c. lintel, thk. int. cem. plaster, thk. cement slurry, thk. brk. wall, living, thk. r.c.c. slab, thk. cement slurry, thk. brk. wall, thk. r.c.c. slab, lobby, thk. int. cem. plaster, thk. r.c.c. lintel, mm thk vitrified tile flooring, mm skirting, bal, mm skirting, mm skirting, mm thk vitrified tile flooring, thk. brk. wall, bal, living, steel and glass railing, rm., thk. r.c.c. slab, bull nosing, half round vata, p.c.c. coping, mm ext. cem. plaster, thk. int. cem. plaster, thk. r.c.c. slab, bull nosing, half round vata, p.c.c. coping, thk. int. cem. plaster, roll no, drawing notesnotes, r.c.c. frame structure. columns beams as dimensions as slab vary from mm thk. brick walls are mm thk. mm thk. unless otherwise indicated shown. mortar thickness not to exceed mm to mortar thickness in bed vertical not to exceed brick to be laid with frog upwards. wire mesh or chicken mesh should be fixed at junction of walls r.c.c. columns with min. overlap of on either. side it should be fixed with the help of nails. external plaster sand faced in two coats. first coat mm thk. second coat mm thk. first coat mixed with water proofing admixture. drip moulds to be provided to any projection. plaster thk on brick masonry on r.c.c. surface. all dimensions are from unfinished to unfinished surface. levels shown are from ground level as drawing

Raw text data extracted from CAD file:

\W0.99658; DRAWING NOTESNOTES • R.C.C. FRAME STRUCTURE. • COLUMNS BEAMS AS DIMENSIONS AS MENTIONED, SLAB VARY FROM 10O- 150 MM THK. • BRICK WALLS ARE 150 MM THK. & 230 MM THK. UNLESS OTHERWISE INDICATED / SHOWN. • MORTAR THICKNESS NOT TO EXCEED MM TO 15MM. • MORTAR THICKNESS IN BED & VERTICAL JOINTS, NOT TO EXCEED 10MM. • BRICK TO BE LAID WITH FROG UPWARDS. • WIRE MESH OR CHICKEN MESH SHOULD BE FIXED AT JUNCTION OF WALLS & R.C.C. COLUMNS WITH MIN. OVERLAP OF 50MM ON EITHER. SIDE IT SHOULD BE FIXED WITH THE HELP OF U NAILS. • EXTERNAL PLASTER SAND FACED IN TWO COATS. FIRST COAT 12 MM THK. & SECOND COAT 6 MM THK. • FIRST COAT MIXED WITH WATER PROOFING ADMIXTURE. • DRIP MOULDS TO BE PROVIDED TO ANY PROJECTION. • PLASTER THK 18MM ON BRICK MASONRY & 12MM ON R.C.C. SURFACE. • ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED SURFACE. • LEVELS SHOWN ARE FROM GROUND LEVEL AS + 0.00. • DRAWING NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS TO REFERRED. • ALL DIMENSIONS TO BE VERIFIED BY CLERK OF WORKS/SITE ENGINEER ON SITE BEFORE CONSTRUCTION. • ANY AMBIGUITY TO BE CLARIFIED IMMEDIATELY FROM THE ARCHITECT IN WRITING. • ARCHITECTURAL PROJECTIONS ABOVE, CHAJJA, CANOPIES, ETC. TO SHOWN IN DOTTED LINE. • ARCHITECTURAL PROJECTIONS BELOW, CHAJJA , CANOPIES, ETC. TO SHOWN IN FIRM LINE • BRICK MASONRY TO BE DONE IN ENGLISH BOND WITH 1:4 CEMENT MORTAR UNLESS OTHERWISE SPECIFIED. • FLOORING & SKIRTING FIXED WITH CEMENT MORTAR 1:5. · ALL DIMENSIONS ARE IN M.M. · STRUCTURAL COLUMNS ARE SHOWN. · BRICK MASONRY WALLS INDICATED IN PLANS & SECTION. · DOOR / WINDOWS MARKED THUS ENCIRCLED. · VOIDS / CUTOUT TO BE SHOWN . \W0.93504; GENERAL NOTESNOTES WORKING DRAWING - 2 ROLL NO - 34 \W1.33137; DESCRIPTION OF PROPOSALOF PROPOSAL \W1.30573; RESIDENTIAL COMPLEXCOMPLEX CHECKED BY - asmita college of architecture RAJAN L. VISHWAKARMA DRAWING NO - final year b. architecture date - SCALE-1:50 ROLL NO - 34 \T1.5;SCHEDULE\T1;\L 13 F S W C A B C D E F H J K L M O A B C D E F H J K L M O 1 2 3 4 5 6 8 7 1 2 3 4 5 6 8 7 N N I G G I 9 11 12 13 15 16 17 9 10 11 \W0.24082; 12 \W0.24082; 13 \W0.26463; 14 \W0.24082; 15 \W0.24082; 16 \W0.24082; 17 10 14 \W0.26463; 14 \W0.24082; 15 \W0.24082; 16 \W0.24082; 17 573 700 3975 4273 4335 4632 7202 10533 13103 13400 13760 17035 17162 17400 17735 00 335 573 700 3975 4273 4335 4632 7202 10533 13103 13400 13760 17035 17162 17400 17735 00 353 4435 6120 6788 9905 10935 13265 15595 16625 19743 20410 22095 25315 26530 00 353 4435 6120 6788 9905 10935 13265 15595 16625 19743 20410 22095 25315 26530 335 +0.00 A A' B B' C3 C5 S2 C1 C2 C9 C7 C14 C10 C11 C15 C13 C19 \W1.90736; C23 C18 C22 C17 C21 C26 C24 C29 C30 C28 C25 C27 C32 C34 C36 C39 C38 C37 C35 C31 C33 S1 S3 S4 C12 C16 C20 C6 C8 C4 STEEL AND GLASS RAILING 150MM THK. R.C.C. LINTEL 150MM THK. R.C.C. LINTEL 12 THK. INT. CEM. PLASTER 50MM THK. CEMENT SLURRY 150MM THK. BRK. WALL \W0.97270; STEEL AND \W2.80604; GLASS \W2.80604; RAILING D1 150MM THK. R.C.C. LINTEL 12 THK. INT. CEM. PLASTER 12 THK. INT. CEM. PLASTER 50MM THK. CEMENT SLURRY D5 150MM THK. BRK. WALL 5 5 5 5 5 LIVING 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 150MM THK. R.C.C. SLAB 150MM THK. R.C.C. SLAB 50MM THK. CEMENT SLURRY 50MM THK. CEMENT SLURRY 5 5 230MM THK. BRK. WALL 150MM THK. R.C.C. SLAB 5 5 5 5 5 5 \W4.00000; \W4.00000; \W4.00000; LOBBY \W4.00000; \W4.00000; \W4.00000; LOBBY 12 THK. INT. CEM. PLASTER 5 150MM THK. R.C.C. LINTEL 20 MM THK VITRIFIED TILE FLOORING 20 MM THK VITRIFIED TILE FLOORING 150 MM SKIRTING \W4.00000; \W4.00000; \W4.00000; BAL 150 MM SKIRTING BEAM^J230 X 600 BEAM^J230 X 600 5 5 5 BEAM^J230 X 600 BEAM^J230 X 600 150 MM SKIRTING 150 MM SKIRTING 20 MM THK VITRIFIED TILE FLOORING 230MM THK. BRK. WALL BEAM^J230 X 600 \W4.00000; \W4.00000; \W4.00000; BAL 5 5 5 5 5 LIVING \W0.97270; STEEL AND \W2.80604; GLASS \W2.80604; RAILING D4 D1 D1 D1 D4 RM. RM. 150MM THK. R.C.C. SLAB BULL NOSING HALF ROUND VATA P.C.C. COPING 15 MM EXT. CEM. PLASTER 15 THK. INT. CEM. PLASTER 150MM THK. R.C.C. SLAB BULL NOSING HALF ROUND VATA P.C.C. COPING 15 THK. INT. CEM. PLASTER SCALE-1:50 ROLL NO - 34 \W0.99658; DRAWING NOTESNOTES • R.C.C. FRAME STRUCTURE. • COLUMNS BEAMS AS DIMENSIONS AS MENTIONED, SLAB VARY FROM 10O- 150 MM THK. • BRICK WALLS ARE 150 MM THK. & 230 MM THK. UNLESS OTHERWISE INDICATED / SHOWN. • MORTAR THICKNESS NOT TO EXCEED MM TO 15MM. • MORTAR THICKNESS IN BED & VERTICAL JOINTS, NOT TO EXCEED 10MM. • BRICK TO BE LAID WITH FROG UPWARDS. • WIRE MESH OR CHICKEN MESH SHOULD BE FIXED AT JUNCTION OF WALLS & R.C.C. COLUMNS WITH MIN. OVERLAP OF 50MM ON EITHER. SIDE IT SHOULD BE FIXED WITH THE HELP OF U NAILS. • EXTERNAL PLASTER SAND FACED IN TWO COATS. FIRST COAT 12 MM THK. & SECOND COAT 6 MM THK. • FIRST COAT MIXED WITH WATER PROOFING ADMIXTURE. • DRIP MOULDS TO BE PROVIDED TO ANY PROJECTION. • PLASTER THK 18MM ON BRICK MASONRY & 12MM ON R.C.C. SURFACE. • ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED SURFACE. • LEVELS SHOWN ARE FROM GROUND LEVEL AS + 0.00. • DRAWING NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS TO REFERRED. • ALL DIMENSIONS TO BE VERIFIED BY CLERK OF WORKS/SITE ENGINEER ON SITE BEFORE CONSTRUCTION. • ANY AMBIGUITY TO BE CLARIFIED IMMEDIATELY FROM THE ARCHITECT IN WRITING. • ARCHITECTURAL PROJECTIONS ABOVE, CHAJJA, CANOPIES, ETC. TO SHOWN IN DOTTED LINE. • ARCHITECTURAL PROJECTIONS BELOW, CHAJJA , CANOPIES, ETC. TO SHOWN IN FIRM LINE • BRICK MASONRY TO BE DONE IN ENGLISH BOND WITH 1:4 CEMENT MORTAR UNLESS OTHERWISE SPECIFIED. • FLOORING & SKIRTING FIXED WITH CEMENT MORTAR 1:5. · ALL DIMENSIONS ARE IN M.M. · STRUCTURAL COLUMNS ARE SHOWN. · BRICK MASONRY WALLS INDICATED IN PLANS & SECTION. · DOOR / WINDOWS MARKED THUS ENCIRCLED. · VOIDS / CUTOUT TO BE SHOWN . \W0.93504; GENERAL NOTESNOTES WORKING DRAWING ROLL NO - 34 \W1.33137; DESCRIPTION OF PROPOSALOF PROPOSAL \W1.30573; RESIDENTIAL COMPLEXCOMPLEX CHECKED BY - asmita college of architecture RAJAN L. VISHWAKARMA final year b. architecture date - W3 D4 W3 STAIRCASE BED RM. BED RM. LIVING RM. TOILET BED RM. 5 5 5 BRICK BAT COBA \W1.30172; STEEL AND GLASS \W1.30172; RAILING 12 THK. INT. CEM. PLASTER W1 D3 25MM THK. MARBLE DOOR FRAME D1 D5 5 5 150MM THK. R.C.C. LINTEL 230MM THK. BRK. WALL BEAM^J230 X 600 5 50MM THK. CEMENT SLURRY 20 MM THK VITRIFIED TILE FLOORING 150 MM SKIRTING 25MM THK. MARBLE DOOR FRAME 5 BEAM^J230 X 600 150MM THK. BRK. WALL 150MM THK. R.C.C. SLAB 150MM THK. R.C.C. SLAB 150MM THK. R.C.C. SLAB 5 5 5 D5 5 5 5 5 150MM THK. BRK. WALL BEAM^J230 X 600 12 THK. INT. CEM. PLASTER 50MM THK. CEMENT SLURRY 20 MM THK VITRIFIED TILE FLOORING 150 MM SKIRTING 25MM THK. MARBLE DOOR FRAME 150MM THK. R.C.C. LINTEL 230MM THK. BRK. WALL 5 5 20 MM THK VITRIFIED TILE FLOORING \W4.00000; \W4.00000; \W4.00000; BAL TREADS - 300 RISERS- 150.00 (22 EQ. RISERS) 5 5 5 W4 230 MM THK. R.C.C. LINTEL 5 STAIRCASE O.H.T. 150MM THK. R.C.C. SLAB 100MM THK. BRICK BAT COBA LAID TO SLOPE 5 5 BULL NOSING HALF ROUND VATA P.C.C. COPING 15 MM EXT. CEM. PLASTER 150MM THK. R.C.C. SLAB 150MM THK. R.C.C. SLAB 12 THK. INT. CEM. PLASTER STAIRCASE TREADS - 300 RISERS- 150.00 (22 EQ. RISERS) 5 5 5 5 5 5 5 5 5 BED RM. BED RM. LIVING RM. TOILET BED RM. 5 5 5 BRICK BAT COBA \W1.30172; STEEL AND GLASS \W1.30172; RAILING 12 THK. INT. CEM. PLASTER W1 D3 25MM THK. MARBLE DOOR FRAME D1 D5 5 5 150MM THK. R.C.C. LINTEL 230MM THK. BRK. WALL BEAM^J230 X 600 5 50MM THK. CEMENT SLURRY 20 MM THK VITRIFIED TILE FLOORING 150 MM SKIRTING 25MM THK. MARBLE DOOR FRAME 5 BEAM^J230 X 600 150MM THK. BRK. WALL 150MM THK. R.C.C. SLAB 150MM THK. R.C.C. SLAB 150MM THK. R.C.C. SLAB 5 5 5 D5 5 5 5 5 150MM THK. BRK. WALL BEAM^J230 X 600 12 THK. INT. CEM. PLASTER 50MM THK. CEMENT SLURRY 20 MM THK VITRIFIED TILE FLOORING 150 MM SKIRTING 25MM THK. MARBLE DOOR FRAME 150MM THK. R.C.C. LINTEL 230MM THK. BRK. WALL 5 5 20 MM THK VITRIFIED TILE FLOORING \W4.00000; \W4.00000; \W4.00000; BAL \A1;1800 \A1;1500 \A1;450 \A1;150 \A1;100 \A1;25 \A1;230 \A1;1720 \A1;3075 \A1;900 \A1;2100 W4 W2 \W3.49220; GLASS PANE W2 \W3.49220; GLASS PANE D4 \W1.30172; STEEL AND GLASS \W1.30172; RAILING \W0.96839; GLASS PANE DOOR D6 \W1.54388; STEEL AND \W1.54388; GLASS RAILING \W0.96839; GLASS PANE DOOR D6 \W0.97993; STEEL AND \W0.97993; GLASS RAILING GLASS PANE DOOR \A1;3325 \A1;1680 \A1;1625 \A1;1625 \A1;1680 \A1;3300 \A1;200 \A1;100 \A1;100 \A1;150 \A1;100 \A1;100 \A1;100 \A1;100 \A1;10 \A1;10 \A1;10 \A1;10 \A1;10 \A1;249 \A1;2400 \A1;1135 \A1;1135 \A1;600 \A1;3900 \A1;450 \A1;75 \A1;1700 \A1;125 \A1;450 \A1;200 \A1;75 \A1;10 \A1;12 \A1;75 \A1;50 \A1;12 \A1;20 \A1;10 \A1;100 \A1;150 \A1;150 \A1;1600 \A1;550 \A1;550 \A1;550 \A1;550 \A1;550 \A1;550 \A1;50 \A1;160 \A1;3025 \A1;2480 \A1;75 \A1;443 \A1;249 \A1;249 \A1;249 \A1;249 \A1;150 \A1;12 \A1;40 \A1;50 \A1;10 \A1;50 \A1;50 \A1;10 \A1;50 • R.C.C. FRAME STRUCTURE. • COLUMNS BEAMS AS DIMENSIONS AS MENTIONED, SLAB VARY FROM 10O- 150 MM THK. • BRICK WALLS ARE 150 MM THK. & 230 MM THK. UNLESS OTHERWISE INDICATED / SHOWN. • MORTAR THICKNESS NOT TO EXCEED MM TO 15MM. • MORTAR THICKNESS IN BED & VERTICAL JOINTS, NOT TO EXCEED 10MM. • BRICK TO BE LAID WITH FROG UPWARDS. • WIRE MESH OR CHICKEN MESH SHOULD BE FIXED AT JUNCTION OF WALLS & R.C.C. COLUMNS WITH MIN. OVERLAP OF 50MM ON EITHER. SIDE IT SHOULD BE FIXED WITH THE HELP OF U NAILS. • EXTERNAL PLASTER SAND FACED IN TWO COATS. FIRST COAT 12 MM THK. & SECOND COAT 6 MM THK. • FIRST COAT MIXED WITH WATER PROOFING ADMIXTURE. • DRIP MOULDS TO BE PROVIDED TO ANY PROJECTION. • PLASTER THK 18MM ON BRICK MASONRY & 12MM ON R.C.C. SURFACE. • ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED SURFACE. • LEVELS SHOWN ARE FROM GROUND LEVEL AS + 0.00. • DRAWING NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS TO REFERRED. • ALL DIMENSIONS TO BE VERIFIED BY CLERK OF WORKS/SITE ENGINEER ON SITE BEFORE CONSTRUCTION. • ANY AMBIGUITY TO BE CLARIFIED IMMEDIATELY FROM THE ARCHITECT IN WRITING. • ARCHITECTURAL PROJECTIONS ABOVE, CHAJJA, CANOPIES, ETC. TO SHOWN IN DOTTED LINE. • ARCHITECTURAL PROJECTIONS BELOW, CHAJJA , CANOPIES, ETC. TO SHOWN IN FIRM LINE • BRICK MASONRY TO BE DONE IN ENGLISH BOND WITH 1:4 CEMENT MORTAR UNLESS OTHERWISE SPECIFIED. • FLOORING & SKIRTING FIXED WITH CEMENT MORTAR 1:5. ELEVATION SCALE 1 : 50 4.500000000000699 2.700000000000233 2.400000000001397 5 5 0.4450000068610534 5 0.9999999999997672 5 0.15 0.5 5 EQ EQ EQ 5 5 5 0.4500000000009313 0.2999999999997672 5 EQ EQ 5 5 5 0.4500000000009313 1.200000000000931 5 SECTION CC' SCALE 1 : 50 EQ EQ 5 1.88 5 5 5 0.15 0.15 0.05 0.05 5 150 x 300mm R.C.C. 50 x 200mm THK. bar 300 c/c SECTION DD' SCALE 1 : 50 1.88 5 5 5 0.8500000000025612 0.1499999999993015 5 5 5 5 5 5 5 0.9800000000018627 1.850000000001397 4.800000000000466 EQ EQ 5 5 5 50 x 50mm THK. bar 250 c/c 5 C/C C/C C/C 5 F/F 5 SECTION EE' SCALE 1 : 50 0.7499999999948778 1.200000000002561 1.949999999996508 2.400000000000466 0.1500083613556344 5 1.419912110993639 5 0.4999983575975057 5 0.8500000000032596 2.249999999999301 5 5 0.9000001748320646 0.4500000000011641 5 0.4500000000039581 5 SECTION FF' SCALE 1 : 50 0.4450000068610534 0.8499999999997672 0.5 5 5 5 2.400000000002096 5 0.7500000000020955 5 5 5 1.950000000000931 4.500000000000699 EQ EQ 5 5 5 0.4500000000009313 150 x 300mm R.C.C. 50 x 200mm THK. bar 300 c/c 50 x 50mm THK. bar 250 c/c 1.950000000002096 5 5 5 EQ EQ 4.046532185547054 5 C/C C/C 0.1499999999997672 EQ EQ EQ 5 0.15 0.75 1.20 1.95 2.40 0.15 0.15 1.42 0.15 0.50 0.15 0.85 2.25 1.00 0.30 0.90 0.45 0.30 0.45 2.70 1.88 0.15 1.42 0.15 0.85 0.15 1.72 0.25 0.25 0.25 EQ EQ 1.50 0.98 1.85 4.80 EQ EQ 0.21 0.09 0.09 1.00 2.35 0.15 4.50 2.70 2.40 1.05 0.22 0.45 0.95 1.00 0.70 0.15 0.50 0.15 EQ EQ EQ 2.67 3.11 5.10 0.45 0.30 3.25 EQ EQ 0.09 0.09 0.21 0.45 1.20 0.35 0.45 0.85 0.50 0.15 2.67 3.11 2.40 2.25 0.75 1.20 3.25 0.22 1.95 4.50 EQ EQ 0.09 0.09 0.21 0.45 1.95 0.90 0.15 0.30 EQ EQ 4.05 0.30 0.15 EQ EQ EQ 0.70 0.15 EQ EQ 0.21 1.88 0.09 0.09 1.48 0.15 0.15 0.05 0.05 4.80 3.00 3.30 8.09 0.90 1.90 3.90 0.90 0.90 1.96 0.90 3.76 3.76 1.80 3.56 0.30 1.50 1.80 1.80 0.30 C C' D D' E E' F F' PLAN SCALE 1 : 50 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 150 x 300mm R.C.C. 50 x 200mm THK. bar 300 c/c 450 x 450mm R.C.C. COLUMN 230 x 230mm R.C.C. COLUMN 50 x 50mm THK. bar -133308.64392863 -133308.64392863 -133308.64392863 -133308.64392863 250 c/c 1200 900 400 1300 500 500 300 900 1200 2100 400 500 1200 900 180 220 1200 1800 300 352 800 150 150 350 150 4591 450 450 450 450 450 3374 3824 3374 3824 1000 1000 3374 400 400 1800 1850 450 300 1950 60 750 1950 60 90 1850 450 100 450 1000 1000 500 500 300 450 3691 150 90 300 450 1374 450 1000.0 1000.0 3374.00596161047 5 5 1799.999999999709 5 5 5 5 5 5 ELEVATION LAMP 1374.00596161047 5 5 5 25X50 mm SQUARE BAR 25X25 mm SQUARE BAR 5 800.0 8mm THK. 100X100mm PLATE f/c c/c c/f 5 350.0 5 5 ELEVATION 5 C C 3374.005961610936 3824.0 3374.005961610936 3824.0 COMPOUND WALLPLAN 449.9999999983702 5 D D 749.9999999989523 1950.000000000291 5 5 SECTION 'D' 1850.000000001746 5 5 5 COMPOUND WALLPLAN 25X25 mm SQUARE BAR 8mm THK. 100X100mm PLATE 5 5 3690.921014121617 5 5 5 25X50 mm SQUARE BAR 5 5 ELEVATION LAMP POST 5 5 5 5 1200.0 5 5 5 5 2100.0 5 499.7596701852744 SECTION 'A' 5 1200.0 900.0000000003492 5 5 5 ELEVATION CENTER PILLAR 5 500.0000000009313 499.9260471656453 5 700 250 250 900 1000 205 220 500 300 1900 400 500 1200 500 500 200 2300 900 1499 1000 300 2300 299 300 200 1000 300 5 5 5 LAMP POST PLAN B B 5 5 5 5 5 5 5 5 5 5 1899.999999999767 5 500.0122333107283 1199.999999999884 SECTION 'B' 5 PlLLAR PLAN 5 5 5 5 5 5 5 5 5 A A \A1;2100 \A1;150 \A1;2700 \A1;150 \A1;2100 \A1;2700 \A1;2100 \A1;2100 \A1;450 \A1;175 \A1;3300 \A1;2100 \A1;450 \A1;3300 \A1;3300 \A1;3300 \A1;175 \A1;725 \A1;900 \A1;450 \A1;450 \A1;150 \A1;450 \A1;450 \A1;150 \A1;450 \A1;725 \A1;450 \A1;600 \A1;150 \A1;150 \A1;600 \A1;1050 \A1;150 \A1;150 \A1;600 \A1;900 \A1;3300 \A1;900 \A1;300 \A1;600 \A1;3300 \A1;3300 \A1;3300 \A1;2100 \A1;450 \A1;150 \A1;600 \A1;175 \A1;725 \A1;2100 \A1;450 \A1;150 \A1;3300 \A1;900 \A1;300 \A1;3300 \A1;3300 \A1;3300 \A1;2100 \A1;450 \A1;150 \A1;600 \A1;175 \A1;725 \A1;1500 \A1;2100 \A1;450 \A1;150 \A1;600 \A1;1800 \A1;600 \A1;230 3.90 M. LVL 1st FLOOR LEVEL. 0.6 M. LVL PLINTH LEVEL. 7.20 M. LVL 2nd FLOOR LEVEL. 10.50 M. LVL 3th FLOOR LEVEL. 13.80 M. LVL 4th FLOOR LEVEL. 17.10 M. LVL 5thFLOOR LEVEL. 20.40 M. LVL 6th FLOOR LEVEL. 23.70 M. LVL 7th FLOOR LEVEL. 27.00 M. LVL 8th FLOOR LEVEL. 30.30 M. LVL 9th FLOOR LEVEL. 33.60 M. LVL 10th FLOOR LEVEL. 36.90 M. LVL 11th FLOOR LEVEL. 0.0M. LVL TERRACE FLOOR LEVEL. 40.20 M. LVL 12th FLOOR LEVEL. 43.50 M. LVL 3.90 M. LVL 1st FLOOR LEVEL. 0.6 M. LVL PLINTH LEVEL. 7.20 M. LVL 2nd FLOOR LEVEL. 10.50 M. LVL 3th FLOOR LEVEL. 13.80 M. LVL 4th FLOOR LEVEL. 17.10 M. LVL 5thFLOOR LEVEL. 20.40 M. LVL 6th FLOOR LEVEL. 23.70 M. LVL 7th FLOOR LEVEL. 27.00 M. LVL 8th FLOOR LEVEL. 30.30 M. LVL 9th FLOOR LEVEL. 33.60 M. LVL 10th FLOOR LEVEL. 36.90 M. LVL 11th FLOOR LEVEL. 0.0M. LVL GROUND LEVEL. TERRACE FLOOR LEVEL. 40.20 M. LVL 12th FLOOR LEVEL. 43.50 M. LVL A B C D E F G H I J K L M N 2400 1135 1135 <> 1680 1625 1625 1680 <> <> <> <> <> <> 1700 <> <> 450 100 150 200 75 10 12 75 50 12 20 10 100 100 100 100 100 \T2;\LPLAN OF CANOPY A \W0.18266; A' SCALE -1:50-1:50 150MM THICK BRICK WALL <> \T2;\LSECTION @ A-A' SCALE -1:25-1:25 X \T2;\LDETAIL @ X SCALE -1:10-1:10 B B' \T2;\LPLANOF SKY-LIGHT SCALE -1:50-1:50 \T2;\LSECTION @B-B' X \T2;\LDETAIL @ Y SCALE -1:25-1:25 SCALE -1:10-1:10 12 MM THICK TOUGHENED GLASS SPIDER CLAW 100 MM DEEP PLATE GIRDER PLATE GIRDER 20 MM DIA. GRID PIPE FOR SPIDER CLAW STAINLESS STEEL TURNBUCKLE GUSSET PLATE WITH CLEVIC CONNECTION BOLTS TO ATTACH TO GUSSET PLATE 150MM THICK BRICK WALL CLEVIC CONNECTION RAG BLOT STAINLESS STEEL TURN BUCKLE 20 MM DIA STAINLESS STEEL ROD FOR SUSPENDER SHAPED GUSSET PLATE WITH CELIAC CONNECTION 100MM DEEP PLATE GIRDER 12MM THICK BASE PLATE 150MM THICK BRICK WALL 12 MM THICK TOUGHENED GLASS SPIDER CLAW PLATE GIRDER 20 MM DIA. GRID PIPE FOR SPIDER CLAW STAINLESS STEEL TURNBUCKLE 75 X 200 MM ANGLE CLEAT RAG BLOT 20MM DIA ROD FOR SPIDER CLAW 12 MM THICK TOUGHENED GLASS PLATE GIRDER IN PROFILE FOR ASTHETIC 6 MM THICK M.S. GUTTER WIELDED TO BBASE PLATE GROUND LINE ENTRANCE LOBBY PAVED AREA <> 1600 <> <> <> <> <> <> <> <> <> <> <> <> <> 5 5 5 <> <> <> <> <> <> 150 12 40 50 10 50 50 10 50 RICH CEMENT MORTAR 6MM THICK MS GUTTER ATTACHED TO GUSSET PLATE 18MM THICK EXTERNAL CEMENT PLASTER 150MM THICK BRICK WALL TERRACE SLAB 2X50 X 50 MM M.S. ANGLE CHANNEL ATTACHED TO GUSSET PLATE 2X50 X 50 MM M.S. ANGLE CHANNEL ATTACHED TO GUSSET PLATE 10MM THICK TOUGHENED GLASS 2 X 50 X 50 MM M.S. ANGLE CHANNEL TO ATTACH GLASS 100 X 40 MM THICK ANGLE CLEAT ATTACHED TO BASE PLATE 12 MM THICK BASE PLATE RAG BLOT RICH CEMENT MORTAR BRICK BAR COBA LAID TO SLOPE 2 X 50 X 50 MM M.S. ANGLE CHANNEL TO ATTACH GLASS 10MM THICK TOUGHENED GLASS 2 X 50 X 50 MM M.S. ANGLE CHANNEL TO ATTACH GLASS 100 X 40 MM THICK ANGLE CLEAT ATTACHED TO BASE PLATE 12 MM THICK BASE PLATE RAG BOLT RICH CEMENT MORTAR 2 X 50 X 50 MM M.S. ANGLE CHANNEL TO ATTACH GLASS 10MM THICK RIGDE COVER BRICK BAT COBA LAID TO SLOPE SCALE-1:50 \T1.5;SCHEDULE\T1;\L \W8.08839; DRAWING NOTESNOTES · ALL DIMENSIONS ARE IN M.M. · STRUCTURAL COLUMNS ARE SHOWN. · BRICK MASONRY WALLS INDICATED IN PLANS & SECTION. · DOOR / WINDOWS MARKED THUS ENCIRCLED. · VOIDS / CUTOUT TO BE SHOWN . \W7.98912; GENERAL NOTESNOTES WORKING DRAWING - 2 \W6.64090; DESCRIPTION OF PROPOSALOF PROPOSAL \W0.95979; CANOPY AND SKYLIGHT DETAILAND SKYLIGHT DETAIL CHECKED BY - DRAWING NO - final year b. architecture date -

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Glass, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, canopy, cover, dach, DETAIL, details, drawing, DWG, hangar, lagerschuppen, roof, shed, sheets, skylight, structure, terrasse, toit, working, working drawing