Foundation Details DWG Detail for AutoCAD

Foundation Details DWG Detail for AutoCAD

RCC Foundation Details

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

all rcc work shall be with conc conforming to is all except dia shall be of dia bar shall be of gde. contractor to check all dimensions before commencement of work. this drg is to be read in conjunction with architectural drg. any discrepancy between architectural drawing structural drawing shall be immediately brought to our notice., upto from original gl, ground level, plinth beam, column, plinth beam, column edge, footing edge, pcc edge, footing, pcc, typical footing section, plan view of footing, showing rebar arrangement, edge top, nos, details at, arrangement of bars in columns, nos, arrangement, of links, links to be provided at beam junction, links at lapping portion, detail of column splicing links, from original gl, footing nos., footing, size, reinf sw, renif lw, column, up to slab level, size, dia, dia, steel, up to roof slab level, size, dia, steel, up to st cap level, size, steel, remarks, only, up to plinth level, nos, arrow indicates the support of the beam., ground floor beams, first floor beams, up to, slab level, up to, slab level, inverted, bungalow of mr. daulat, beam positions for, approval, plan at foundation level, links in columns above ground shall be unless otherwise shown in drg. links in columns below ground shall be unless otherwise shown in drg, of footings columns, details at ‘y’, arrangement of, links, arrangement of links, layout of columns shall be as per architectural drawing. if grid distances as shown above differ from those given by the the same shall be immediately brought to our notice., up to, slab level, up to plinth, to be revised, design, drawn, architect drawing no.:, checked, status, date, scale n.t.s., details of r.c.c.foundation, reqd, drawing no., title, architect, client, project, do not scale, revision, key section, approximate, spacing, dia, hysd, no. of bars, bar notation, refer drawing. no. for, for general notes., notes, all dimensions are in mm, legend, short way, long way

Raw text data extracted from CAD file:

\W0.28612; 1. ALL RCC WORK SHALL BE WITH M20 CONC \W0.28612; CONFORMING TO IS 456-2000. \W0.42898; 2. ALL REINF, EXCEPT 6 DIA BAR, SHALL BE OF \W0.42898; Fe415 GRADE.6 DIA BAR SHALL BE OF Fe250 \W0.42898; GDE. \W0.42898; 3. CONTRACTOR TO CHECK ALL DIMENSIONS \W0.42898; BEFORE COMMENCEMENT OF WORK. \W0.42898; 4. THIS DRG IS TO BE READ IN CONJUNCTION \W0.42898; WITH ARCHITECTURAL DRG. \W0.42898; 5. ANY DISCREPANCY BETWEEN ARCHITECTURAL \W0.42898; DRAWING & STRUCTURAL DRAWING SHALL BE \W0.42898; IMMEDIATELY BROUGHT TO OUR NOTICE. 50 UPTO 1000 FROM ORIGINAL GL D \A1;Ld d 100 75 300 (MIN) GROUND LEVEL PLINTH BEAM 150 COLUMN PLINTH BEAM L S COLUMN EDGE FOOTING EDGE PCC EDGE FOOTING PCC (1:4:8) TYPICAL FOOTING SECTION (REFER SCHEDULE) LW-BARS SW-BARS PLAN VIEW OF FOOTING SHOWING REBAR ARRANGEMENT EDGE TOP X B 8 NOS DETAILS AT Y DETAILS AT X 5 5 75 75 ARRANGEMENT OF BARS IN COLUMNS D X B 6 NOS D ARRANGEMENT OF LINKS + 1000 1 6 450 Ld \A1;450 600 600 LINKS TO BE PROVIDED AT BEAM -COL. JUNCTION d6@ 100± LINKS AT LAPPING PORTION DETAIL OF COLUMN SPLICING & LINKS \A1;B \A1;D \A1;50 \A1;UPTO 1000 FROM ORIGINAL GL \A1;D \A1;d \A1;100 \A1;75 \A1;300 (MIN) \A1;150 \A1;L \A1;S \A1;610 \A1;610 \A1;610 FOOTING NOs. F1 F2 F2 F3 F4 F1 F4 F1 F1 F4 F1 FOOTING SIZE 900X900 1050X1150 1050X1150 1350X1450 1250X1350 900X900 1250X1350 900X900 900X900 1200X1300 900X900 d/D 175/300 175/350 175/350 175/475 175/450 175/300 175/450 175/300 175/300 175/450 175/300 REINF SW 4-#10 7-#10 7-#10 11-#10 9-#10 4-#10 9-#10 4-#10 4-#10 9-#10 4-#10 RENIF LW 4-#10 6-#10 6-#10 10-#10 8-#10 4-#10 8-#10 4-#10 4-#10 8-#10 4-#10 COLUMN C1, C2, C3, C4 C6 C7, C9 C10 C5, C8, C11, C12, C14, C17 C13 C15 C16 C18 C19 C20 UP TO 1ST SLAB LEVEL SIZE 230X375 230X450 230X375 230X450 230X375 230X375 230X600 *300 DIA 230X375 230X600 *300 DIA STEEL 6-#12 8-#12 8-#12 8-#12 6-#12 8-#12 10-#12 6-#12 8-#12 (UPTO PLINTH) 4-#16+ 4-#12 (ABOVE PLINTH) 4-#16+ 4-#12 6-#12 UP TO ROOF SLAB LEVEL SIZE 230X300 230X450 230X375 230X375 230X300 230X375 230X600 300 DIA 230X600 STEEL 6-#12 8-#12 8-#12 8-#12 6-#12 6-#12 10-#12 6-#12 4-#16+ 4-#12 UP TO ST CAP LEVEL SIZE 230X375 230X375 *230X300 STEEL 6-#12 6-#12 6-#12 REMARKS *FOR C8. ONLY *300X300 UP TO PLINTH LEVEL *300X300 UP TO PLINTH LEVEL \A1;2591 \A1;1370 \A1;2363 \A1;3890 \A1;834 \A1;1981 \A1;1283 \A1;2591 \A1;1370 \A1;2363 \A1;3890 \A1;834 \A1;1981 \A1;1283 \A1;3165 \A1;1479 \A1;2775 \A1;2714 \A1;1005 \A1;914 \A1;1067 \A1;3165 \A1;914 \A1;1479 \A1;1067 \A1;2775 \A1;1005 \A1;2714 \A1;73 \A1;73 \A1;37 \A1;38 \A1;110 \A1;110 \A1;184 \A1;110 \A1;B \A1;D \A1;45° \A1;75 \A1;B \A1;45° \A1;45° \A1;75 \A1;75 \A1;D \A1;B \A1;D B 10 NOS D X 1) ARROW INDICATES THE \LRIGHT SUPPORT OF THE BEAM. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C17 C18 C16 610 GROUND FLOOR BEAMS FIRST FLOOR BEAMS C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C17 C18 C16 610 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C17 C16 610 UP TO 1ST SLAB LEVEL UP TO 1ST SLAB LEVEL INVERTED BUNGALOW OF MR. DAULAT DATE:18_04_08 BEAM POSITIONS FOR APPROVAL \LLAYOUT PLAN AT FOUNDATION LEVEL 1 1 2 2 3 3 1A 1A 3A 3A 4 4 4A 4A 5 5 F1 F1 F1 F1 *ALL LINKS IN COLUMNS ABOVE GROUND SHALL BE d6@ 150± UNLESS OTHERWISE SPECIFIED/ SHOWN IN DRG. *ALL LINKS IN COLUMNS BELOW GROUND SHALL BE #8@ 200± UNLESS OTHERWISE SPECIFIED/ SHOWN IN DRG \LSCHEDULE OF FOOTINGS & COLUMNS F2 F2 F2 F3 F4 F4 F4 F4 F4 F4 F1 F4 F1 A A B B C C D D E E F F G G E1 E1 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 5 5 5 5 5 5 5 5 B 10-#12 D Y 5 75 DETAILS AT 'Y' + ARRANGEMENT OF LINKS ARRANGEMENT OF LINKS 1) LAYOUT OF COLUMNS SHALL BE AS PER ARCHITECTURAL DRAWING. 2) IF GRID DISTANCES AS SHOWN ABOVE DIFFER FROM THOSE GIVEN BY \W5.00000; THE ARCHITECT, THE SAME SHALL BE IMMEDIATELY BROUGHT TO OUR NOTICE. C19 C20 F4 F1 UP TO 1ST SLAB LEVEL UP TO PLINTH \LC18 TO BE REVISED DESIGN DRAWN ARCHITECT DRAWING NO.: CHECKED STATUS DATE SCALE : N.T.S. DETAILS OF R.C.C.FOUNDATION 4 7 4 3 2 1 NO REQD DRAWING No. : TITLE ARCHITECT CLIENT PROJECT 5 6 7 8 4 3 2 1 2 1 5 6 2 1 3 4 5 6 7 4 3 2 1 DO NOT SCALE REVISION KEY SECTION N - # D @ X ± APPROXIMATE SPACING DIA HYSD No. OF BARS BAR NOTATION 6. REFER DRAWING. NO. STR-08-013-100-01 FOR FOR GENERAL NOTES. NOTES : ALL DIMENSIONS ARE IN MM 5 6 7 8 3 LEGEND SW - SHORT WAY LW - LONG WAY G 1

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament, rcc