Reinforced Concrete Ramp DWG Detail for AutoCAD

Reinforced Concrete Ramp DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

notes for construction joints:-, qualified engineers., seek clarification from the competent authority., arrangement shall be made for dewatering of the subsoil, if found necessary to prevent uplifting of foundation., staircase etc. shall be placed before casting of the, position while concreting., bars shall be counted nor the dimensions be scaled, and got reconciled before execution., from the drawing., drawings shall be brought to notice of this office, notes, cantilever part., the joint shall be treated in accordance with c.p.w.d., template with slots for accmodating reinforcement bars., not carry any concentrated load., not outside the middle third of the span, provided it does, specifications., such discontinuity shall be treated as a construction joint., duration longer than the initial setting time of cement,then, structural element, top, bottom, sides, foundn., from n.g.l., plot line, lvl. varies, section r-r, fill, drain channel required here or not, col. in elev., ramp, pcc, advanced copy for approval, building type:, drawing title:, revision, drawing number:, client, chief architect, project, name:, sig:, building code, project code, architect, engineer, originated by, checked by, validated by, dwg issued on:, at:, this drawing is the copyright of the architect and may be used or reproduced only with his prior permission., scale -, sheet size :, drawing for approval, date, rev., description, rev.by, engineering design consultants, structural consultants, edc, office, new delhi, xxxxx, xxxx

Raw text data extracted from CAD file:

NOTES FOR CONSTRUCTION JOINTS:- (13) ALL CONSTRUCTION WORK SHALL BE DONE IN PRESENCE OF QUALIFIED ENGINEERS. SEEK CLARIFICATION FROM THE COMPETENT AUTHORITY. (12) THE EXCAVATED AREA OF PLINTH/ FOUNDATION TO BE (11) FOR OTHER GENERAL DETAILS , FOLLOW IS-456 (2000) OR REFILLED WITH GOOD EARTH AS/GOOD ENGINEERING PRACTISE. ARRANGEMENT SHALL BE MADE FOR DEWATERING OF THE SUBSOIL IF FOUND NECESSARY TO PREVENT UPLIFTING OF FOUNDATION. STAIRCASE ETC. SHALL BE PLACED BEFORE CASTING OF THE (9) TOP REINFORCEMENT BARS SHALL BE SUPPORTED ON SUITABLE CHAIR ( NOT SHOWN IN DRG. ) SO THAT THEY MAY REMAIN IN (10) VERTICAL REINFORCEMENT BARS FOR COLUMNS/ RETAININGWALLS/ POSITION WHILE CONCRETING. TMT BARS CONFORMING TO I.S. 1786-2008 WITH MINIMUM YIELD STRESS /0.2% PROOF STRESS OF 500 N/sq.mm (GRADE Fe 500). BENDING MOMENT.NOT MORE THAN 50% OF THE REINFORCEMENT BARS (8) CONCRETING SHALL BE DONE IN DRY CONDITION. SUITABLE (7) LAP SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAXIMUM (3) ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. NEITHER THE BARS SHALL BE COUNTED NOR THE DIMENSIONS BE SCALED (2) ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE SPECIFIED. AND GOT RECONCILED BEFORE EXECUTION. (CEMENT O.P.C 43 GRADE) (5) ALL MAIN STEEL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH (4) CEMENT CONCRETE MIX SHALL BE M 25 DESIGN MIX U.N.O. FROM THE DRAWING. DRAWINGS SHALL BE BROUGHT TO NOTICE OF THIS OFFICE (1) ANY DISCREPANCY IN THE ARCHITECTURAL AND STRUCTURAL NOTES CANTILEVER PART. (2) CONSTRUCTION JOINTS SHALL BE MADE VERTICAL BY PROPER THE JOINT SHALL BE TREATED IN ACCORDANCE WITH C.P.W.D. TEMPLATE WITH SLOTS FOR ACCMODATING REINFORCEMENT BARS. NOT CARRY ANY CONCENTRATED LOAD. NOT OUTSIDE THE MIDDLE THIRD OF THE SPAN, PROVIDED IT DOES (4) CONSTRUCTION JOINT SHALL NOT BE PROVIDED IN THE (3) CONSTRUCTION JOINT SHALL BE PLANNED NEAR MID SPAN BUT SPECIFICATIONS. (1) DURING CASTING OF FOUNDATION IF THE WORK IS STOPPED FOR A SUCH DISCONTINUITY SHALL BE TREATED AS A CONSTRUCTION JOINT. DURATION LONGER THAN THE INITIAL SETTING TIME OF CEMENT,THEN (6) CLEAR COVER TO MAIN REINFORCEMENT SHALL BE AS FOLLOWS. b) COLUMN DIMENSION UPTO 230 c) COLUMN DIMENSION ABOVE 230 STRUCTURAL ELEMENT f) LINTEL ABOVE 200 DEPTH. e) LINTEL UPTO 200 DEPTH. g) SLAB / CHHAJA d) BEAM a) RAFT/FDN 15 15 20 20 20 15 25 _ 15 _ 50 TOP 25 _ 15 _ 50 25 40 15 25 50 BOTTOM SIDES SHALL BE OVERLAPPED/ CURTAILED AT ANY GIVEN SECTION. FOUNDN. TMT BARS CONFORMING TO I.S. 1786-2008 WITH MINIMUM YIELD STRESS /0.2% PROOF STRESS OF 415 N/sq.mm (GRADE Fe 415). (5A) ALL TIES/RINGS REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH (14) S.B.C. ASSUMED AS 23 TON/SQ. M. AT -5.0 METER FROM N.G.L. 00.0 O 00.0 \A1;650 \A1;2705 \A1;1416 \A1;4196 \A1;3947 \A1;249 \A1;4196 \A1;4121 \A1;4971 \A1;4971 \A1;6535 \A1;3150 \A1;150 - \A1;1700 \A1;1700 \A1;1700 \A1;1050 \A1;1050 \A1;1250 \A1;1050 \A1;1050 \A1;1250 \A1;1250 \A1;1250 \A1;4200 \A1;150 \A1;2500 \A1;1050 \A1;1050 \A1;1050 \A1;1050 \A1;2500 \A1;1050 \A1;1050 \A1;1050 S1 S2 S3 @100c/c @175c/c @100c/c 8(2L) @125c/c @200c/c @125c/c 10(2L) S4 S5 * D IS DEPTH OF BEAM @125c/c @230c/c @125c/c 8(2L) @90c/c @160c/c @90c/c 10(2L) \A1;650 \A1;650 \A1;1500 \A1;1950 \A1;1500 \A1;1250 \A1;650 \A1;650 \A1;650 \A1;650 \A1;700 \A1;2050 \A1;1250 \A1;230 \A1;4200 \A1;500 \A1;400 \A1;1200 \A1;4650 5 8@130c/c 1 A C D F G H E B 5 5 5 5 5 5 5 R1 R1 R R RW 230 THK RW 230 THK C2 C2 C2 C2 C2 C2 C8 C8 C8 C8 C8 C8 C8 C8 C8 C8 C8 C7 C8 I J 1' 5 5 5 A' 5 PLOT LINE PLOT LINE RB1 RB1 RB2 RB2 RB2 RB2 RB2 RB2 RB3 RB3 RB4 RB4 SECTION R1-R1 LVL. VARIES 10@100c/c 10@150c/c RB RB 5 BEAM RB1(600X600) 6 20(Alth.) 2 25(Ext.) 1 6 20(Alth.) 1' S3 5 2 25(Ext.) BEAM RB2(600X600) 6 20(Alth.) 2 25(Ext.) 1 5 2 25(Ext.) 6 20(Alth.) 1' 5 2 25(Ext.) BEAM RB4(230X600) 2 20(Alth.) 2 25(Ext.) G 5 2 25(Ext.) 2 20(Alth.) F 5 2 25(Ext.) I 5 2 25(Ext.) H 5 2 25(Ext.) 5 5 J 5 2 25(Ext.) S3 S3 S3 S3 5 SECTION R-R RW BW/RW 10@100c/c 10@150c/c 5 TOR. -3450 FILL TOR. +750 5 RB RB RB RB DRAIN CHANNEL REQUIRED HERE OR NOT RW S3 BEAM RB3(600X600) 6 20(Alth.) 2 25(Ext.) G 5 2 25(Ext.) 6 20(Alth.) F 5 2 25(Ext.) H 5 2 25(Ext.) 5 5 J 5 2 25(Ext.) S3 S3 S3 S3 5 2 25(Ext.) 5 S3 5 2 25(Ext.) D D J I H G F A' S1 S2 S2 S2 S3 5 5 5 5 5 5 5 8@130c/c 5 8@125c/c 8@125c/c 8@150c/c 5 8@130c/c 5 8@150c/c 5 5 5 8@125c/c SECTION 3-3 RW 5 COL. IN ELEV. COL. IN ELEV. COL. IN ELEV. RW BW/RW <> RB RB RB RB RAMP COL. IN ELEV. PCC PCC 5 5 J I H G F A' LVL.(-3450) ROOF LVL. (+1200) LVL. (±0.00) 5 5 ROOF LVL. (+750) \LRAMP PLAN & DETAIL ADVANCED COPY FOR APPROVAL BUILDING TYPE: DRAWING TITLE: REVISION DRAWING NUMBER: CLIENT CHIEF ARCHITECT PROJECT Name: Name: Name: Sig: Sig: Sig: BUILDING CODE PROJECT CODE ARCHITECT Engineer Originated by Checked by Validated by DWG ISSUED ON: AT: THIS DRAWING IS THE COPYRIGHT OF THE ARCHITECT AND MAY BE USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION. SCALE - SHEET SIZE : SHEET NO.:1 DRAWING FOR APPROVAL DATE REV. DESCRIPTION REV.BY ENGINEERING DESIGN CONSULTANTS C-681, Ground Floor, DDA FLATS STRUCTURAL CONSULTANTS NEW DELHI - 110025 POCKET-11, JASOLA VIHAR EDC PH:- (91)-9811369617 E.Mail : edc2002@rediffmail.com, edc2002@gmail.com Engineer Engineer OFFICE R0 14001-A-S3-ST-002 1:100 A1 16.04.16 A-110,SEC-136,NOIDA NEW DELHI XXXXX XXXX XXXXX XXXXX XXXXX \LSHEET SIZE-A1

Language	English
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	access, autocad, concrete, construction, cuts, DETAIL, details, DWG, HIGHWAY, pavement, ramp, reinforced, Road, route, sizing, specifications