Ms Gate DWG Detail for AutoCAD

Ms Gate DWG Detail for AutoCAD

M.S Gate Detail Working Drawing

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

r.s. gaikwad, drn, ckd, cal, tcd, date, chief engineer, scale, as shown, pune zone, pune, n o t e s, h.s. karipile., sl., slab th.amended, tile of drg.ammended, d i s c r i p t i o n., s i n g., r e f e r e n c e, r e f e r e n c e s:, sl. no., drg.no., sht.no, notes on r.c.c.work., contractor to check and verify all dimensions before execution, of the work., figured dimensions shall be followed., all dimensions are given in millimetres unless otherwise specified, all r.c.c. work shall be used., in notes on rcc work., foundation shall be redesigned., off, senior architect, tech.officer, all dimensions are given in millimeteres unless otherwise stated., plastering on exposed surface of r c c col.shall extend upto, cement base paint., the wicket gate., section a-a, locking arrangement, welded to frame, horizontals, road level, with split end., out side, plan, inside, elevation, depth as required, binding concrete, ground level, section, weld, detail of locking, arrangement, plan at c, from road level, r c c column, welded to m s pipe, split end., typical detail of fixing, frame to pentol, made to shape, details of f.i. stopper, to frame, embeded in p c c block., frame, details of monkey tail bolt, scale :- not to scale, locking arrangement of, wicket gate from in side, ms plate welded to, with packing pieces, welded to ms plate, from inside, rcc post to receive the aldrop, bolt, r c c column

Raw text data extracted from CAD file:

SCALE 1:10 ELEVATION TYPE 1 R.S. GAIKWAD DRG. NO. CEPZ/93/TD/19_STR. DRN SO II (DESIZN) SO III (DESIZN) CKD CAL TCD DATE CHIEF ENGINEER SCALE 27/07/93 SHT. 1/1 File Path :- \\Server c161\Dwg\18-07-02\A2 art_1\CEPZ_93_TD_19_STR.dwg AS SHOWN PUNE ZONE PUNE DRG. NO. CEPZ/93/TD/19.STR. SHEET NO 1/1 N O T E S FOR CHIFF ENGINER PUNE-1 ZONE 1. H.S. KARIPILE. CAPACITY / 22.500 LTR.CAPACITY. UNDER GROUND SUMP 30.000 LTR. 6. 5. 4. 3. 2. 1. 05/06/2002 05/06/2002 05/06/2002 DATE SL. SLAB TH.AMENDED TILE OF DRG.AMMENDED SIZE OF SUMP FOR 22500 LTR CAPACITY ADDED. IN NOTE NO.4 MIX OF CONCRETE CHANGED TO M-30 & IS NO REVISED. ALL 6 d BARS CHANGE TO 8 # D I S C R I P T I O N. S I N G. R E F E R E N C E R E F E R E N C E S: SL. NO. D I S C R I P T I O N. DRG.NO. SHT.NO 1. NOTES ON R.C.C.WORK. CEPZ / 85 / TD / 9 STR. 1 / 5 TO 5 / 5 2. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS BEFORE EXECUTION OF THE WORK. FIGURED DIMENSIONS SHALL BE FOLLOWED. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE SPECIFIED NOMINAL MIX CONCRETE OF GRADE M.30 CONFORMING TO IS 456-2000 FOR ALL R.C.C. WORK SHALL BE USED. ALL REINFORCEMENT MARKED # DENOTES HEIGH YIELD STRENTH DEFORMED BARS GDE FS 415 CONFORMING TO IS -1786-1979 AND MARKED THUS d CORNER REINFORCEMENT FOR RS-1 SLAB TO BE PROVIDED AS MENTIONED 2. 3. 4. IN NOTES ON RCC WORK. FOUNDATION DETAILS ARE BASED ON SAFE BEARING CAPACITY OF SOIL 250 KG /M WATER TABLE HAS BEEN ASSUMED 3 METRES BELOW FOUNDATION LEVEL. IF NY OF THE CONDITIONS MENTIONED IN NOTE NO.7.& 8 ABOVE ARE NOT MET WITH DENOTES GDE - I MILD STEEL CONFORMING TO IS 432 / 1966. 2 FOUNDATION SHALL BE REDESIGNED. 8 mm d G.I. PIPE TO BE FIXED ON ROOF SLAB WITH PUDDLE FLANGES. 5. 6. 7. 8. 9. 10. SO II (DESIZN) SO I (DESIZN) OFF, SENIOR ARCHITECT FOR C E PUNE ZONE, PUNE-11 TECH.OFFICER \A1;300 \A1;400 \A1;EQUAL \A1;EQUAL \A1;3650 \A1;300 \A1;1200 \A1;300 \A1;100 \A1;100 \A1;15 \A1;400 \A1;1000 \A1;100 \A1;200 \A1;150 \A1;150 \A1;150 \A1;200 \A1;1400 \A1;1900 \A1;300 \A1;400 \A1;200 \A1;130 \A1;DEPTH AS REQUIRED \A1;100 \A1;750 \A1;100 \A1;100 \A1;750 \A1;100 \A1;1000 \A1;100 \A1;15 GAP \A1;75 \A1;40 \A1;15 GAP \A1;50 \A1;40 \A1;40 \A1;200 \A1;40 \A1;150 \A1;75 \A1;1000 FROM ROAD LEVEL CHIEF ENGINEER PUNE PUNE ZONE N O T E S 1. WITH WICKET GATE 1500 WIDE DETAILS OF STEEL GATE 3650/4000 WIDE 2. CONTRACTOR TO CHECK & VERIFY ALL DIMENSIONS BEFORE EXECUTION OF THE WORK. FIGURED DIMENSIONS SHALL BE FOLLOWED. ALL DIMENSIONS ARE GIVEN IN MILLIMETERES UNLESS OTHERWISE STATED. 2. 3. 4. PLASTERING ON EXPOSED SURFACE OF R C C COL.SHALL EXTEND UPTO 150 mm BELOW G.L. ALL EXPOSED PORTION OF R C C COL.SHALL BE FINISHED WITH 2 COATS OF CEMENT BASE PAINT. ONE No.ALDROP BOLT 300 LONG SHALL BE PROVIDED INTERNALLY TO THE WICKET GATE. 5. 6. -3.62757808946867 -3.62757808946867 -3.62757808946867 -3.62757808946867 3650 -3.62757808946867 1200 -3.62757808946867 -3.62757808946867 -3.62757808946867 -3.62757808946867 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 15.63626065187304 SECTION A-A LOCKING ARRANGEMENT 20 MS BAR HORIZONTALS WELDED TO FRAME 40 d MS PIPE FRAME R C C COLUMN 400 X 300 12 MS BAR VERTICALS AT 125 C/C WELDED TO MS PIPE FRAME & MS BAR HORIZONTALS ROAD LEVEL 75 X 75 X 8 .I. 300 LONG HOLD FAST / PINTOL WITH SPLIT END. 300 X 400 R C C COLUMN 12 MS BAR VERTICAL @ 125 C/C. LOCKING ARRANGEMENT (REF DETAIL) 40 d M S PIPE FRAME 12 M S BAR VERTICALS @ 125 C/C OUT SIDE PLAN SCALE 1:300 INSIDE ELEVATION MONKEY TAIL BOLT (REF DETAIL) F. I. STOPPER (REF. DETAIL.) 300 400 32.0024229965361 32.0024229965361 DEPTH AS REQUIRED 11.2601119634096 11.2601119634096 11.2601119634096 11.2601119634096 11.2601119634096 11.2601119634096 11.2601119634096 7 NOS 8# 7 NOS 8# BINDING CONCRETE 7 NOS 8# BOTH WAYS 6 d LINKS @ 150 C/C VERTICAL BARS 12 # GROUND LEVEL 6 d LINK @ 150 C/C 2 NOS 12 # VERTICAL 2 NOS 12 # VERTICAL 2 NOS 12 # VERTICAL DETAIL OF R C C COL & COL FOOTING SECTION PLAN 20.79005797752563 20 d HOLE 40 d M S PIPE FRAME 50 X 50 X 6 .I. 50 LONG WELD 20 d HOLE 40 d M S PIPE FRAME 50 X 50 X 6 .I. 50 LONG DETAIL OF LOCKING ARRANGEMENT PLAN AT C SECTION `X-X' X X FROM ROAD LEVEL 128.9045359831657 R C C COLUMN 20 d M S PIN 65 X 65 X 6. .I. 50 LONG WELDED TO M S PIPE 40 d M S PIPE FRAME 75 X 75 X 8 .I. 300 LONG. HOLD FAST / PINTOL WITH SPLIT END. TYPICAL DETAIL OF FIXING FRAME TO PENTOL -102.4654034039786 -102.4654034039786 -102.4654034039786 -118.9845147941101 -118.9845147941101 40 d M S PIPE FRAME 40 d M S PIPE FRAME 12 d BOLT WITH NUT & WASHER 50 X 6 FI STOPPER MADE TO SHAPE PLAN DETAILS OF F.I. STOPPER ELEVATION -62.28553772109717 -62.28553772109717 -62.28553772109717 -62.28553772109717 -62.28553772109717 40 d M S PIPE FRAME 40 X 6 F.I.30 LONG WELDED TO FRAME 40 X 3 F.I.MADE TO SHAPE & WELDED TO FRAME 16 d M S BAR 670 LONG 300 d M S.PIPE 75 LONG EMBEDED IN P C C BLOCK. 150 X 150 X 150 GL 16 d M S BAR 670 LONG. 40 d M S PIPE FRAME 40 X 3 F.I. MADE TO SHAPE & WELDED TO MS PIPE FRAME PLAN DETAILS OF MONKEY TAIL BOLT -68.98742435490499 1000 FROM ROAD LEVEL SCALE :- NOT TO SCALE ELEVATION LOCKING ARRANGEMENT OF WICKET GATE FROM IN SIDE 120 MS BAR VERTICAL 300 X 200 X 6 mm TH. MS PLATE WELDED TO 120 BARS & PIPE FRAME WITH PACKING PIECES 300 LONG ALDROP BOLT WELDED TO MS PLATE FROM INSIDE 25 d GI.PIPE EMBEDDED IN RCC POST TO RECEIVE THE ALDROP BOLT R C C COLUMN 40 d M S PIPE FRAME L L 250 PAD L L L

Language	English
Drawing Type	Detail
Category	Doors & Windows
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, Construction detail, DETAIL, drawing, DWG, gate, working