Load Bearing Details DWG Detail for AutoCAD

Load Bearing Details DWG Detail for AutoCAD

load bearing FOUNDATION DETAILS

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

town, scale:, road, nei, road, nei, bath, bed room, m.bed room, bath, bed room, hall, kitchen, saloon, bath, floor plan, foundation plan, granite stone grouted in new, to be decided on, g.l, table for gb reinf. details, definition, reinforcement, symbol, dimension, g.beam, with, top bottom, section, red clay bricks in c:s mortar., reinf. for g.b, b.w red clay bricks in mortar., granite stone grouted in new, to be decided on, reinf.c for beam, g.beam plan, new mm, plain concrete, new mm, g.l, details, new mm, to be desided on site, new mm, g.b, dropg.b, g.b, reinf.c for beam, g.f cover slab, red clay bricks in c:s mortar., table for reinf. details, definition, reinforcement, symbol, dimension, beam, with, top bottom, section, slab with beam, mm thick., table for reinf. details, definition, reinforcement, symbol, dimension, section, definition, reinforcement, symbol, dimension, dead beam, section, with, top bottom, col head, new mm, col head, d.b, f.s, flat slab, top bottom, mm thick., definition, reinforcement, symbol, dimension, section, staire details, slab with beam, mm thick., definition, reinforcement, symbol, dimension, section, staire section, definition, reinforcement, symbol, dimension, inv.b, inverted beam, with, top, section, inv.b, longitudinal reinf, destribution reinf, drop.gb, staire cover slab, bottom, cantilever details, anchorage lenagth, top, block no., prop of, town, granite stone grouted in new, to be decided on, foundation plan, table for gb reinf. details, definition, reinforcement, symbol, dimension, g.beam, with, top bottom, section, red clay bricks in c:s mortar., reinf. for g.b, b.w red clay bricks in mortar., granite stone grouted in new, to be decided on, reinf.c for beam, st.eng., block no., prop of, town, g.beam plan, g.b, g.b, reinf.c for beam, g.f cover slab, red clay bricks in c:s mortar., table for reinf. details, definition, reinforcement, symbol, dimension, beam, with, top bottom, section, slab with beam, mm thick., table for reinf. details, definition, reinforcement, symbol, dimension, section, definition, reinforcement, symbol, dimension, section, typical detail of connection between beams, with, top bottom, top supp, bott mid, cant.b, cantilever details, anchorage length, top, cant.b, cant.b, reinf.c for beam, cover slab, red clay bricks in c:s mortar., table for reinf. details, definition, reinforcement, symbol, dimension, beam, with, top bottom, section, slab with beam, mm thick., table for reinf. details, definition, reinforcement, symbol, dimension, section, definition, reinforcement, symbol, dimension, section, typical detail of connection between beams, with, top bottom, top supp, bott mid, cant.b, cantilever details, anchorage length, top, cant.b, cant.b, staire details, slab with beam, mm thick., definition, reinforcement, symbol, dimension, section, staire section, definition, reinforcement, symbol, dimension, with, top bottom, section, longitudinal reinf, destribution reinf, drop.b, drop beam, staire cover slab, drop.b, st.eng.

Raw text data extracted from CAD file:

N TOWN :- SCALE: 1 / BLOCK:- PROP:- ARCH- PLOT:- \A1;2.75 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;4.00 \A1;4.00 \A1;27.00 \A1;1.50 \A1;2.60 \A1;4.35 \A1;4.35 \A1;2.00 \A1;2.35 \A1;4.85 \A1;22.00 \A1;4.00 \A1;2.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.75 \A1;4.85 \A1;2.35 \A1;2.00 \A1;2.00 \A1;4.25 \A1;5.05 \A1;1.50 \A1;1.50 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;4.00 \A1;4.35 \A1;2.00 \A1;2.35 \A1;4.00 \A1;2.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.35 \A1;2.00 \A1;2.00 \A1;4.25 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;4.00 \A1;4.35 \A1;2.00 \A1;2.35 \A1;4.00 \A1;2.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.35 \A1;2.00 \A1;2.00 \A1;4.25 \A1;0.6 \A1;0.30 \A1;0.35 \A1;0.6 \A1;3.00 \A1;0.35 \A1;0.35 0.30 \A1;0.10 \A1;0.35 \A1;1.50x1.50 \A1;5.10 \A1;7.00 \A1;7.00 \A1;5.10 E N NW SW NE SE S W \A1;5.10 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;4.00 \A1;4.35 \A1;2.00 \A1;2.35 \A1;4.00 \A1;2.00 \A1;2.00 \A1;4.00 \A1;2.25 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.35 \A1;2.00 \A1;2.00 \A1;4.25 \A1;7.00 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.45 \U+22050.60 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;5.35 0.15 0.15 0.30 0.15 \A1;0.30 \A1;0.40 \A1;1.95 \A1;1.67 \A1;1.25 \A1;4.50 \A1;2.25 \A1;0.60 \A1;2.00 1.5 L L 0.15 0.15 0.30 0.15 \A1;0.30 \A1;0.40 \A1;0.50 \A1;3.00 \A1;1.65 \A1;5.00 \A1;4.50 \A1;4.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;3.00 \A1;3.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;2.50 1.5 L L \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.45 1.5 L L \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.45 \A1;5.00 \A1;4.50 \A1;4.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;3.00 \A1;3.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;2.50 \A1;0.6 \A1;5.00 \A1;4.50 \A1;4.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;3.00 \A1;3.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;0.30 \A1;0.35 \A1;0.6 \A1;3.00 \A1;0.35 \A1;0.35 \A1;5.00 \A1;4.50 \A1;4.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;3.00 \A1;3.00 \A1;1.50 \A1;2.75 \A1;1.50 \A1;2.50 \A1;1..50 \A1;1.65 \A1;3.00 \A1;4.50 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.45 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;2.50 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;2.50 \A1;2.00 \A1;1.00 ROAD NEI ROAD NEI 2.749999999999773 4.0 2.0 4.000000000000227 2.249999999999773 4.000000000000227 4.0 4.0 27.0 1.499999999999716 2.599999999999881 4.349999999999909 4.350000000000136 2.0 2.350000000000023 4.850000000000449 22.00000000000011 3.999999999999545 2.0 2.0 4.0 2.25 4.000000000000227 2.0 4.0 2.749999999999773 4.849999999999881 2.350000000000023 2.0 2.0 4.249999999999972 5.049999999999983 1.500000000000142 1.499999999999915 H A L L BATH BED ROOM BED ROOM M.BED ROOM BATH BED ROOM BED ROOM HALL KITCHEN SALOON BATH BATH x x \LGROUND FLOOR PLAN 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 5 5 5 5 5 5 FOUNDATION PLAN \LSECTION X-X Granite Stone Grouted in C/S \fArial|b1|i0|c0|p42;MORTAR.\fTimes New Roman|b0|i0|c178|p18; \fArial|b1|i0|c0|p42; TO BE DECIDED ON SITE.\fArial|b0|i0|c0|p34; (\fArial|b1|i0|c0|p34;MIN 0.8M) G.L 0.6 TABLE FOR GB REINF. DETAILS Definition Reinforcement Symbol Dimension GB G.Beam 300X350 mm with R6 @150mm. 3Ø12mm Top & Bottom Section 0.30 0.35 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. Reinf. C for G.B mix(1:2:4). 2.0 B.W RED CLAY BRICKS IN (1:6) C/S MORTAR. \LSECTION X-X Granite Stone Grouted in C/S \fArial|b1|i0|c0|p42;MORTAR.\fTimes New Roman|b0|i0|c178|p18; \fArial|b1|i0|c0|p42; TO BE DECIDED ON SITE.\fArial|b0|i0|c0|p34; (\fArial|b1|i0|c0|p34;MIN 0.8M) Reinf.C for Beam mix(1:2:4). 0.6 3.00 0.35 0.35 G.BEAM PLAN 0.35 1.50x1.50 0.10 ?\H0.6538x; \fTimes New Roman|b0|i0|c0|p18;\H1.882x;16@150 mm (B.W) Plain Concrete ?\H0.6538x; \fTimes New Roman|b0|i0|c0|p18;\H1.882x;6@150 mm G.L F : DETAILS C : DETAILS ?\H0.6538x; \fTimes New Roman|b0|i0|c0|p18;\H1.882x;6@150 mm 6 \H0.8127X;?\fTimes New Roman|b0|i0|c0|p18;\H1.23X; 12 mm TO BE DESIDED ON SITE 0.30 F c 6 \H0.8127X;?\fTimes New Roman|b0|i0|c0|p18;\H1.23X; 12 mm 5 5 5 5 X X X X G.B G.B DropG.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X B B B B B B B B B B B B B B B B B B B B B B B B BEAMS&SLAB \LSECTION X-X Reinf.C for Beam mix(1:2:4). 0.35 G.F COVER SLAB 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. 4.35 4.35 1.20 1.20 O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. \LSECTION A-A 1.20 1.20 TABLE FOR B REINF. DETAILS Definition Reinforcement Symbol Dimension B Beam 300X350 mm with R6 @150mm. 3Ø12mm Top & Bottom Section 0.30 0.35 S Slab with Beam (Two ways.) O10 @150mm. 130 mm thick. TABLE FOR S REINF. DETAILS Definition Reinforcement Symbol Dimension Section Definition Reinforcement Symbol Dimension D. B Dead Beam 450X130 mm Section 0.45 with R6 @150mm. 5Ø16mm Top & Bottom .130 4.35 1.20 1.20 O10 @150mm. O10 @150mm. O10 @150mm. 0.60 0.30 0.40 Col Head R6 @150mm. 6 ?\fTimes New Roman|b0|i0|c0|p18;\H1.23x; 12 mm Col Head 5 5 5 5 5 A A 5 D.B O10 @100mm. 1.25 S S S S S S S S S S S S S S S S S S S S S S F.S F.S Flat Slab O12 @150mm. Top & Bottom 150 mm thick. .150 Definition Reinforcement Symbol Dimension Section O10 @150mm. O10 @150mm. O10 @150mm. O10 @100mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O12 @150mm. O12 @150mm. O12 @150mm. O12 @150mm. S S S S S S S S S 5 5 B B B STAIRE Details S O10 @200mm. O10 @150mm. S Slab with Beam (Two ways.) O10 @150mm. 130 mm thick. .130 Definition Reinforcement Symbol Dimension Section 5 5 5 5 Ø\H1.041x;12@150mm STAIRE SECTION Definition Reinforcement Symbol Dimension Inv.B Inverted Beam 300X400 mm with R6 @150mm. 5Ø16mm Top Section 0.30 0.40 GB Inv.B Longitudinal Reinf Destribution Reinf O10 @200mm. Drop.GB 5 STAIRE COVER SLAB 5 5 5 4.50 5 2Ø16mm Bottom 1.5 L L Cantilever Details anchorage lenagth +2Ø12mm Top BLOCK NO. PROP OF TOWN \LSECTION X-X Granite Stone Grouted in C/S \fArial|b1|i0|c0|p42;MORTAR.\fTimes New Roman|b0|i0|c178|p18; \fArial|b1|i0|c0|p42; TO BE DECIDED ON SITE.\fArial|b0|i0|c0|p34; (\fArial|b1|i0|c0|p34;MIN 0.8M) 0.6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X FOUNDATION PLAN TABLE FOR GB REINF. DETAILS Definition Reinforcement Symbol Dimension GB G.Beam 300X350 mm with R6 @150mm. 3Ø12mm Top & Bottom Section 0.30 0.35 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. Reinf. C for G.B mix(1:2:4). 2.0 B.W RED CLAY BRICKS IN (1:6) C/S MORTAR. \LSECTION X-X Granite Stone Grouted in C/S \fArial|b1|i0|c0|p42;MORTAR.\fTimes New Roman|b0|i0|c178|p18; \fArial|b1|i0|c0|p42; TO BE DECIDED ON SITE.\fArial|b0|i0|c0|p34; (\fArial|b1|i0|c0|p34;MIN 0.8M) Reinf.C for Beam mix(1:2:4). 0.6 3.00 0.35 0.35 ST.ENG. BLOCK NO. PROP OF TOWN G.BEAM PLAN G.B G.B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B G.B 5 5 BEAMS&SLAB \LSECTION X-X Reinf.C for Beam mix(1:2:4). 0.35 G.F COVER SLAB 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. TABLE FOR B REINF. DETAILS Definition Reinforcement Symbol Dimension B Beam 300X350 mm with R6 @150mm. 3Ø12mm Top & Bottom Section 0.30 0.35 S Slab with Beam (Two ways.) O10 @150mm. 130 mm thick. .130 TABLE FOR S REINF. DETAILS Definition Reinforcement Symbol Dimension Section Definition Reinforcement Symbol Dimension B1 Beam1 300X450 mm Section 0.30 0.45 0.15 0.45 Typical Detail of Connection Between Beams with R6 @150mm. 3Ø16mm Top & Bottom +2Ø16mm Top @ Supp &2Ø16mm Bott @ Mid B1 B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B Cant.B 1.5 L L Cantilever Details anchorage length +2Ø12mm Top B Cant.B B Cant.B Cant.B Cant.B Cant.B Cant.B B1 B1 S O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. 5.00 4.50 1.30 1.30 O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. \LSECTION A-A 1.25 1.25 A 4.00 1.20 1.20 O10 @150mm. O10 @150mm. O10 @150mm. A 1.20 O10 @150mm. S S S S S S S S S S S S S S BEAMS&SLAB \LSECTION X-X Reinf.C for Beam mix(1:2:4). 0.35 1st.F COVER SLAB 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. 1.5 RED CLAY BRICKS IN (1:6) C:S MORTAR. TABLE FOR B REINF. DETAILS Definition Reinforcement Symbol Dimension B Beam 300X350 mm with R6 @150mm. 3Ø12mm Top & Bottom Section 0.30 0.35 S Slab with Beam (Two ways.) O10 @150mm. 130 mm thick. .130 TABLE FOR S REINF. DETAILS Definition Reinforcement Symbol Dimension Section Definition Reinforcement Symbol Dimension B1 Beam1 300X450 mm Section 0.30 0.45 0.15 0.45 Typical Detail of Connection Between Beams with R6 @150mm. 3Ø16mm Top & Bottom +2Ø16mm Top @ Supp &2Ø16mm Bott @ Mid B1 B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X X B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B Cant.B 1.5 L L Cantilever Details anchorage length +2Ø12mm Top B Cant.B B Cant.B Cant.B Cant.B Cant.B Cant.B B1 B1 S O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. 5.00 4.50 1.30 1.30 O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. O10 @150mm. \LSECTION A-A 1.25 1.25 A 4.00 1.20 1.20 O10 @150mm. O10 @150mm. O10 @150mm. A 1.20 O10 @150mm. S S S S S S S S S S S S S S S B 5 B B B STAIRE Details S O10 @200mm. O10 @150mm. S Slab with Beam (Two ways.) O10 @150mm. 130 mm thick. .130 Definition Reinforcement Symbol Dimension Section 5 5 5 5 Ø\H1.041x;12@150mm STAIRE SECTION Definition Reinforcement Symbol Dimension 300X400 mm with R6 @150mm. 3Ø16mm Top & Bottom Section 0.30 0.40 GB Longitudinal Reinf Destribution Reinf O10 @200mm. Drop.B Drop Beam STAIRE COVER SLAB 0.50 3.00 1..50 1.65 5 5 B 1.65 Drop.B ST.ENG. ST.ENG. ST.ENG. ST.ENG.

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, bearing, dach, dalle, DETAIL, details, DWG, escadas, escaliers, FOUNDATION, lajes, load, mezanino, mezzanine, platte, reservoir, roof, slab, stair, telhado, toiture, treppe