Foundation DWG Detail for AutoCAD

Foundation DWG Detail for AutoCAD

Concrete foundation detail for a two storey building; pad footings

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

ambjent sherbimi, parukeri, bar, hyrje ne parukeri, hyrje ne magazine, hyrje ne bar, bar, column, foundation, reinforcement detailing of foundations, footings connection beams, tl., conf. wall, gravel filling, natural ground, sketch of footing, column reinforcement, pcs., column reinforcement, pcs., column reinforcement, pcs., sketch of footing, conf. wall, gravel filling, natural ground

Raw text data extracted from CAD file:

\A1;600 \A1;770 \A1;600 \A1;2000 \A1;725 \A1;725 \A1;1500 \A1;1500 \A1;20 \A1;1460 \A1;20 \A1;408 \A1;408 \A1;60 \A1;373 \A1;35 \A1;378 \A1;30 \A1;600 \A1;770 \A1;600 \A1;2000 \A1;725 \A1;725 \A1;1500 \A1;1500 \A1;20 \A1;1460 \A1;20 \A1;650 \A1;670 \A1;650 \A1;2000 \A1;725 \A1;725 \A1;1500 \A1;1500 \A1;20 \A1;1460 \A1;20 \A1;645 \A1;670 \A1;645 \A1;2000 \A1;720 \A1;720 \A1;1830 \A1;20 \A1;20 \A1;35 \A1;35 \A1;70 \A1;40 \A1;20 \A1;35 \A1;35 \A1;70 \A1;40 \A1;20 \A1;20 \A1;35 \A1;35 \A1;70 \A1;40 \A1;20 \A1;20 \A1;35 \A1;35 \A1;70 \A1;40 \A1;20 \A1;1138 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;20 \A1;30 \A1;30 \A1;40 \A1;30 \A1;345 \A1;15 \A1;30 \A1;20 \A1;20 \A1;30 \A1;720 \A1;720 \A1;30 \A1;1500 \A1;20 \A1;20 \A1;40 \A1;15 \A1;15 \A1;30 \A1;20 \A1;20 \A1;15 \A1;15 \A1;40 \A1;30 \A1;1315 \A1;66 \A1;82 \A1;500 \A1;500 \A1;2820 \A1;1211 \A1;345 \A1;20 \A1;645 \A1;670 \A1;645 \A1;20 \A1;2000 \A1;320 \A1;360 \A1;360 \A1;320 \A1;420 \A1;420 \A1;320 \A1;320 \A1;320 \A1;320 \A1;360 \A1;420 \A1;420 \A1;320 \A1;320 \A1;320 \A1;360 \A1;360 \A1;660 \A1;660 \A1;280 \A1;280 \A1;360 \A1;320 \A1;210 \A1;210 \A1;226 \A1;160 \A1;160 \A1;180 \A1;180 \A1;219 \A1;195 \A1;140 \A1;180 \A1;160 \A1;180 \A1;156 \A1;160 \A1;210 \A1;210 \A1;160 \A1;135 \A1;180 \A1;135 \A1;645 \A1;670 \A1;645 \A1;720 \A1;720 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;160 \A1;670 \A1;720 \A1;320 \A1;360 \A1;360 \A1;320 \A1;420 \A1;420 \A1;320 \A1;320 \A1;320 \A1;320 \A1;360 \A1;420 \A1;420 \A1;320 \A1;320 \A1;320 \A1;360 \A1;360 \A1;660 \A1;660 \A1;280 \A1;280 \A1;360 \A1;320 \A1;210 \A1;210 \A1;226 \A1;160 \A1;160 \A1;180 \A1;180 \A1;219 \A1;195 \A1;140 \A1;180 \A1;160 \A1;180 \A1;156 \A1;210 \A1;210 \A1;160 \A1;135 \A1;180 \A1;135 \A1;645 \A1;645 \A1;720 \A1;720 \A1;720 \A1;345 \A1;40 \A1;40 \A1;40 \A1;20 \A1;90 \A1;50 \A1;40 \A1;40 \A1;40 \A1;40 \A1;10 \A1;20 \A1;70 \A1;60 \A1;140 \A1;720 \A1;720 \A1;345 \A1;90 \A1;50 \A1;40 \A1;40 \A1;40 \A1;40 \A1;10 \A1;20 \A1;70 \A1;60 \A1;140 5 5 5 5 5 5 5 ±0.00 +8.16 1 4 +8.76 a b c 5 5 5 5 3 2 a b c 1 4 3 2 1 4 3 2 +4.08 5 5 5 5 5 5 5 AMBJENT SHERBIMI 5 5 5 5 5 5 5 5 5 5 5 PARUKERI WC WC BAR WC HYRJE NE PARUKERI HYRJE NE MAGAZINE HYRJE NE BAR 5 5 5 5 5 5 5 5 5 5 5 WC WC BAR WC 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 COLUMN PLAN, SCALE.1:100 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 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 5 5 1 2 3 4 A B C D A B C D 5 1 2 3 4 5 5 5 5 5 5 FOUNDATION PLAN, SCALE.1:100 1 2 3 4 A B C D A B C D 1 2 3 4 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 5 5 5 5 5 5 5 5 P1-320x320 P1-320x320 P1-320x320 P1-320x320 P2-360x360 P2-360x360 P2-360x360 P1-320x320 P3-420x420 P3-420x420 P4-280x660 P4-280x660 P1-320x320 P2-360x360 P3-420x420 P4-280x660 [\U+03C3]=1.8daN/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REINFORCEMENT DETAILING OF FOUNDATIONS 1 2 3 4 A B C D A B C D 1 2 3 4 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 5 5 5 5 5 5 5 5 P1-320x320 P1-320x320 P1-320x320 P1-320x320 P2-360x360 P2-360x360 P2-360x360 P1-320x320 P3-420x420 P3-420x420 P4-280x660 P4-280x660 P1-320x320 P2-360x360 P3-420x420 P4-280x660 [\U+03C3]=1.8daN/cm2 22d12/15 L=310 22d12/15 L=310 24d12/15 L=350 24d12/15 L=350 22d12/15 L=310 22d12/15 L=310 22d12/15 L=310 22d12/15 L=310 22d12/15 L=310 22d12/15 L=310 24d12/15 L=350 24d12/15 L=350 24d12/15 L=350 24d12/15 L=350 28d14/15 L=410 28d14/15 L=410 22d12/15 L=310 22d12/15 L=310 28d14/15 L=410 28d14/15 L=410 18d16/15 L=650 44d12/15 L=270 18d16/15 L=650 44d12/15 L=270 5 5 5 40 4d14 4d14 st.d8/20 40 40 st.d8/20 5 5 5 5 ±0.00 -2.00 -0.20 5 5 5 5 5 -2.30 TL.40x40 FOOTINGS CONNECTION BEAMS TL-40x40 ±0.00 1 1 2 d8/20 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 TL. 40X40 CONF. WALL 25x70 5 5 5 GRAVEL FILLING NATURAL GROUND SKETCH OF A FOOTING 5 5 5 290 30 ±0.00 8d20 390 30 6d16 COLUMN REINFORCEMENT 40X60 - 8 pcs. 4d20 4d20 3d16 3d16 \A1;29 \A1;13 \A1;55 \A1;55 10 10 \A1;35 \A1;35 10 std8/10,20 290 30 ±0.00 12d20 390 30 6d16 COLUMN REINFORCEMENT 40X70 - 4 pcs. \A1;55 \A1;13 15 \A1;55 10 10 \A1;35 \A1;35 10 std8/10,20 4d20 4d20 4d20 2d16 2d16 10d16 290 30 ±0.00 10d16 COLUMN REINFORCEMENT 40X30 - 2 pcs. 25 10 \A1;35 std8/10,20 25 10 13 5 5 5 ±0.00 -2.00 -0.20 5 5 5 5 5 -2.30 TL.40x40 5 5 5 SKETCH OF A FOOTING CONF. WALL 25x70 GRAVEL FILLING NATURAL GROUND

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, building, concrete, DETAIL, DWG, footings, FOUNDATION, foundations, fundament, pad, storey