Raft Foundation DWG Block for AutoCAD

Raft Foundation DWG Block for AutoCAD

Detalles.Cimientos Raft.

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

max., max., clr., of foundation, clr., grid mark, typical section of column footing, layout plan at foundation level, finish grade refer site plan, thk. pcc, max., provide clip both ways, beam where occurs, links to be provided at junction, links at lapping portion, refer column schdule for size reinf., refer structural dwg for size reinf., detail of column splicing links, scale, retaning wall footing, typical section of retaning wall, scale, development length, dia. of bar, mm., mm., mm., mm., development length chart, clear cover to reinforcement, member, slabs, beams, columns, footings, clear cover chart, column mark, legends, footing mark, max., nos., nos., nos., nos., nos., arrangement of reinforcement in columns, scale, shape, arrangement of links, details of hooks, detail at ‘y’, detail at ‘x’, sw reinf., depth of foundation, plinth beam in normal direction, refer column schedule for size reinf., plinth beam, plan view of footing showing rebar arrangement, schedule for footing reinf., typical footing section, schedule for footing reinf., thick pcc, lw reinf., column edge, pcc edge, footing edge, ground level, kicker, special confining reinforcement up to min u.n.o., bend uno, min., plinth beam, ground level, view of combined footing, thk. pcc, ‘g’, section of combine footing column no., scale, column per plan, retaining wall per plan, thk. pcc, arrangement for dowel between retaining wall column, scale, at bottom and top, thk. raft slab, top bars, bottom bars, mm thik pcc, thik raft slab, detail at raft slab, scale, bottom and top, thk. pcc, refer retaning wall detail, thik raft slab, refer detail for raft slab, column footing reinf. refer for column footing schedule, refer detail for raft slab, thik raft slab, refer detail for raft slab, thik raft slab, typical section of, scale, typical section of, scale, refer footing schedule for footing reinforcement, 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.

Raw text data extracted from CAD file:

\A1;900 \A1;1625 \A1;500 \A1;225 \A1;1800 MAX. \A1;100 \A1;TYP. \A1;825 \A1;1650 \A1;425 \A1;Ld \A1;450 \A1;600 \A1;600 \A1;1000 \A1;450 \A1;1630 \A1;1630 \A1;900 \A1;900 \A1;500 \A1;500 \A1;160 \A1;3000 MAX. \A1;\W0.8;10d(>=75) \A1;\W0.8;45° \A1;\W0.8;10d(>=75) \A1;45° \A1;D \A1;50 CLR. \A1;DEPTH OF FOUNDATION = 1500 \A1;300 \A1;MIN. \A1;B \A1;50 CLR. \A1;75 \A1;(TYP) \A1;75 \A1;CLR. \A1;75 \A1;(TYP) \A1;L \A1;425 \A1;5400 \A1;1200 \A1;3162 \A1;1941 \A1;295 \A1;600 \A1;600 \A1;715 \A1;485 \A1;650 \A1;75 \A1;600 \A1;TYP. \A1;600 \A1;TYP. \A1;35 BX901 BY901 \A1;225 \A1;100 \A1;450 \A1;450 \A1;450 \A1;425 Grid Mark \A1;12288 \A1;1615 \A1;1635 \A1;835 \A1;2415 \A1;1625 \A1;1300 \A1;2863 \A1;12685 \A1;1835 \A1;1200 \A1;3200 \A1;1850 \A1;1112 \A1;388 \A1;3100 SCALE- 1:100 TYPICAL SECTION OF COLUMN FOOTING \W0.8;SCALE 1:50 03 LAYOUT PLAN AT FOUNDATION LEVEL 01 #8-200 C/C #8-200 C/C FINISH GRADE REFER SITE PLAN 100MM THK. PCC (1:4:8) 5 <> 5 5 5 <> MAX. #8-200 C/C #12-125 C/C #12-150 C/C #12-175 C/C PROVIDE CLIP #8 @600 C/C BOTH WAYS #8-200 C/C <>\XTYP. BEAM WHERE OCCURS 5 5 #12-250 C/C 5 5 1 6 \A1;d6@100± LINKS TO BE PROVIDED AT BEAM-COL. JUNCTION 5 Ld 5 5 \A1;\U+22056@ 100± LINKS AT LAPPING PORTION \A1;COLUMN, REFER COLUMN SCHDULE FOR SIZE & REINF. \A1;BEAM, REFER STRUCTURAL DWG FOR SIZE & REINF. DETAIL OF COLUMN SPLICING & LINKS SCALE 1:50 04 RETANING WALL FOOTING RETANING WALL FOOTING RETANING WALL FOOTING RETANING WALL FOOTING RETANING WALL FOOTING 5 5 5 5 5 5 5 TYPICAL SECTION OF RETANING WALL SCALE 1:30 07 200x375 200x525 300x525 300x600 DEVELOPMENT LENGTH (M20) DIA. OF BAR 400 MM 8 MM. 10 MM. 12 MM. 16 MM. 20 MM. 500 MM 600 MM 800 MM 1000 MM 25 MM. 1250 MM 28 MM. 1400 MM 32 MM. 1600 MM DEVELOPMENT LENGTH (Ld) CHART CLEAR COVER TO REINFORCEMENT MEMBER 15 MM SLABS BEAMS COLUMNS FOOTINGS 25 MM 40 MM 50 MM CLEAR COVER CHART COLUMN MARK LEGENDS FOOTING MARK 3000 MAX. #12-150 C/C 8 Nos. 10 Nos. \W1.12500x;2-#16 \W1.12500x;2-#16 \W1.12500x;4-#12 \W1.12500x;2-#16 \W1.12500x;2-#16 \W1.12500x;4-#12 300x525 10 Nos. 300x450 8 Nos. 4-#16 + 4-#12 200x450 8 Nos. 300x450 \W1.12500x;2-#16 \W1.12500x;2-#16 \W1.12500x;4-#12 200x450 \W1.12500x;2-#16 \W1.12500x;2-#16 \W1.12500x;4-#12 300x600 12 Nos. 10 ARRANGEMENT OF REINFORCEMENT IN COLUMNS SCALE 1:100 SHAPE ARRANGEMENT OF LINKS DETAILS OF HOOKS DETAIL AT 'Y' DETAIL AT 'X' \W1;LINK \W0.8;10d(>=75) \W0.8;<> \W0.8;10d(>=75) 5 4-#16 + 4-#12 X X 4-#16 + 4-#12 4-#16 + 4-#12 + + Y (TYP) + L SW REINF. D <>\XCLR. DEPTH OF FOUNDATION = 1500 PLINTH BEAM IN NORMAL DIRECTION \A1;COLUMN, REFER COLUMN SCHEDULE FOR SIZE & REINF. Ld PLINTH BEAM PLAN VIEW OF FOOTING SHOWING REBAR ARRANGEMENT (REFER SCHEDULE FOR FOOTING REINF. & SIZE) TYPICAL FOOTING SECTION (REFER SCHEDULE FOR FOOTING REINF. & SIZE) 100 THICK PCC (1:4:8) <>\XMIN. LW REINF. B COLUMN EDGE PCC EDGE FOOTING EDGE GROUND LEVEL <>\XCLR. <> \X(TYP) <> \X(TYP) 75 KICKER SPECIAL CONFINING REINFORCEMENT #8 @ 75 C/C UP TO 300 MIN U.N.O. \A1;PROVIDE 90° BEND UNO \A1;150 MIN. PLINTH BEAM <>\XCLR. GROUND LEVEL 5 C51 C52 C54 C53 C04 C08 C07 C06 C05 C09 C13 C10 C12 C14 C17 C18 C02 C03 C01 C11 C15 C16 F1 F2 C07 C06 5 5 3162 1941 5 5 5 5 5 H H \LPLAN VIEW OF COMBINED FOOTING 5 \A1;C06 100MM THK. PCC (1:4:8) 5 \A1;C07 \A1;5-#25 \A1;STIRRUPS #10 @100 4-LEGGED \A1;4-#25 (TYPE 'G' BAR) \A1;5-#25 \LSECTION H-H SECTION OF COMBINE FOOTING COLUMN NO. C06 & C07 SCALE 1:50 02 600x600 \W1.12500x;2-#20 \W1.12500x;2-#20 \W1.12500x;10-#16 + + \A1;RCC COLUMN PER PLAN \A1;RCC RETAINING WALL PER PLAN <>\XTYP. <>\XTYP. 100MM THK. PCC (1:4:8) \A1;#8 @200± ARRANGEMENT FOR DOWEL BETWEEN RETAINING WALL & COLUMN SCALE 1:30 \W8.16902; 08 5 300x375 \W1.12500x;2-#16 \W1.12500x;2-#16 \W1.12500x;4-#12 4-#16 + 4-#12 #10@225 C/C AT BOTTOM AND TOP #10@225 C/C AT BOTTOM AND TOP #10@225 C/C AT #10@225 C/C AT 225 THK. RAFT SLAB A A 5 5 \A1;#10@225 C/C TOP BARS \A1;#10@225 C/C BOTTOM BARS \A1;100 MM THIK PCC (1:4:8) \A1;225 THIK RAFT SLAB DETAIL AT RAFT SLAB A-A SCALE 1:20 05 BOTTOM AND TOP BOTTOM AND TOP 5 #8-200 C/C #12-150 C/C 100MM THK. PCC (1:4:8) #12-175 C/C #12-150 C/C REFER RETANING WALL DETAIL 225 THIK RAFT SLAB REFER DETAIL FOR RAFT SLAB 5 COLUMN & FOOTING REINF. REFER FOR COLUMN & FOOTING SCHEDULE REFER DETAIL FOR RAFT SLAB 225 THIK RAFT SLAB B B C C REFER DETAIL FOR RAFT SLAB 225 THIK RAFT SLAB TYPICAL SECTION OF B-B SCALE 1:30 06 TYPICAL SECTION OF C-C SCALE 1:30 09 600 5 REFER FOOTING SCHEDULE FOR FOOTING REINFORCEMENT \W0.80000x;1. LAYOUT OF COLUMNS SHALL BE AS PER ARCHITECTURAL DRAWING. \W0.80000x;2. IF GRID DISTANCES AS SHOWN ABOVE DIFFER FROM THOSE GIVEN \W0.80000x; BY THE ARCHITECT, THE SAME SHALL BE IMMEDIATELY BROUGHT TO OUR NOTICE. 5 1 2 2.1 3 4 4.1 4.2 5 5 5 5 5 5 5 5 5 A A.1 B C D D.1 D.2 E 5 5 5 5 5 5 5 5

Language	English
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, DWG, FOUNDATION, foundations, fundament