Warehouse Foundation DWG Block for AutoCAD

Warehouse Foundation

Drawing labels, details, and other text information extracted from the CAD file (Translated from Indonesian):

agribusiness and food, piece, warehouse, warehouse, legend, building ex. chiyoda, detail of pile position, refenery surabaya, and audit of ex building structures. chiyoda, mapping plant refenery surabaya, Sun, consultants and designers, pt.indocode, June, ir.wahjoe rahardjo nk, date, ir. educated bambang s., rizky rachmansyah, tnd.hangan, revision, date, project, owner, consultant, refenery surabaya, pt. smart tbk., approved, the title of the image, ref, no.gmb, scale, Approved, checked, drawn, signature, sheet, information, warehouse of finished goods, warehouse, warehouse, access product reject, steel floor elev., elevated concrete floor., piece, plate joint, wedge, plate joint, pin, wedge, plate joint, wedge, pin, pile, pile cap, pile, details, pin, plate joint, wedge, plate joint, wedge, pin, plate joint, wedge, pin, platform, elv., warehouse, piece, up, workshop floor, concrete exsisting floor, piece, warehouse, details, details, pile cap, contractor piles, piece, pile, pieces in the beam area, pieces in the beam area, details, beam enlargement, piece, pile, details, pile cap, details, piece, sloof, warehouse, legend, information, information, legend, warehouse gbj, legend, information, area filling plant, area of finished goods warehouse, exsisitng plan, details, exsisting column, pile cap, warehouse gbj, filling plant warehouse, pvcaw pipes, detail of beam enlargement, pedestal, detail of beam enlargement, pedestal, field, field, details, up, loading dock, office, up, warehouse gbj, filling plant warehouse, up, loading dock, office, up, renc. loading dock, workshop floor, exsisting sand layer, workshop floor, exsisting sand layer, new work floor, beam, concrete floor exsisting thick, workshop floor, new thick concrete floor, concrete floor exsisting thick, new thick concrete floor, concrete floor exsisting thick, new thick concrete floor, concrete floor exsisting thick, new thick concrete floor, concrete floor exsisting thick, new thick concrete floor, concrete floor exsisting thick, new thick concrete floor, concrete floor exsisting thick, new thick concrete floor, workshop floor, concrete exsisting floor, piece, details, concrete floor exsisting thick, warehouse, legend, information, detail barn warehouse, legend, information, warehouse, detail barn warehouse, warehouse, legend, information, detail barn warehouse, concrete floor exsisting thick, new thick concrete floor

Raw text data extracted from CAD file:

s m a r t agribusiness and food 3.15 0.65 0.6 Potongan B-B (Lapangan) 5 D19 3 D19 0.2 0.05 0.3 2 d12 d12-20 0.05 0.35 b TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 35x35 TP TP 35x35 \A1;6.00 5.25 \A1;6.00 \A1;6.00 5.25 \A1;6.00 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 600 600 600 600 600 600 600 600 600 600 0 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 A A1 A2 A3 A4 A5 B 9 5 5 5 5 5 5 5 5 600.000000000091 600.0 b b c GUDANG " D " e c c c c c c c c c c c c c a a c c c c c c c c c c a c a e b b b b b b b b a GUDANG " C " c b b b b b b b b b b c C B5 B4 B3 B2 B1 B LEGEND BANGUNAN EX. CHIYODA DETAIL LETAK TIANG PANCANG REFENERY SURABAYA DAN AUDIT STRUKTUR BANGUNAN EX. CHIYODA PEMETAAN PLANT REFENERY SURABAYA SURYA KONSULTAN DAN PERANCANG PT.INDOCODE 27 JUNI 2011 S-GBJ.D Ir.WAHJOE RAHARDJO NK TANGGAL : Ir. DIDIK BAMBANG S. ,MT. RIZKY RACHMANSYAH TND.TANGAN REVISI TANGGAL PROYEK PEMILIK KONSULTAN REFENERY SURABAYA PT. SMART Tbk. APPROVED : 01/5 JUDUL GAMBAR REF NO.GMB SKALA DISETUJUI : DIPERIKSA : DIGAMBAR : TANDA TANGAN LEMBAR KETERANGAN : ( GUDANG BARANG JADI ) d TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 a GUDANG " B " b b b b b b b b b b c D C5 C4 C3 C2 C1 C 9960 S r p r p x x x x x x x x x x x z y t u v p r p r d TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 a GUDANG " A " Akses Product Reject Lantai Baja Elev. +2.700 Lantai Beton Elev. +1.600 5 E D5 D4 D3 D2 D1 D A = 3 m B = 3.15 m C = 2.4 m D = 2.8 m E = 2.65 m d 12 - 15 d 12 - 15 d 12 - 15 0.35 0.05 d12-10 2 d12 Potongan A-A (Tumpuan) 0.3 0.05 0.2 3 D19 5 D19 250 250 850 350 550 350 TP 20x20 Plate Joint 330 350 350 Wedge Plate Joint PIN 349.9999999999091 330.0000000000125 350.0000000000227 Wedge Plate Joint Wedge PIN -20 TIANG PANCANG 35X35 849.999999999909 d12-15 349.9999999999091 550.0000000000398 B B 249.9999314006232 350.0000000000512 250.0000685994621 PILE CAP 85X85X55 TIANG PANCANG 35X35 DETAIL "A" d 12 - 15 d 12 - 15 TP 35x35 TP 35x35 \A1;\U+22053.20 \A1;0.95 5 5 TP 35x35 TP 35x35 Wedge/Baji PIN Plate Joint Wedge Plate Joint Wedge PIN Plate Joint Wedge PIN 0 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 A A1 A2 A3 A4 A5 B B1 B2 B3 B4 B5 C C1 C2 C3 C4 C5 D D1 D2 D3 D4 D5 E 9 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 B2 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 WF1 WF1 WF1 WF1 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF2 K1 K1 K1 K1 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF1 WF1 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF1 WF1 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF1 WF1 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF1 WF1 WF1 WF1 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 WF1 WF1 WF2 WF2 WF2 WF2 WF2 WF2 H plat lantai = 12.5 cm ELV. + 2.50 B1 = 25 / 50 B2 = 25 / 40 WF1= 400.200.2,3.1 WF2= 310.155.1,2.0,8 K1 = 20 / 30 K2 = 30 / 30 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 GUDANG " C " 1 Potongan A - A (Tumpuan) 9960 600 600 600 600 600 600 600 600 600 \A1;\U+22050.1500 600 600 600 600 480 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 525 525 525 525 525 525 525 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 525 525 525 525 525 525 525 525 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 525 525 525 525 525 525 525 525 600 600 600 480 600 600 600 600 600 600 600 480 480 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 480 480 600 600 600 600 600 600 600 600 naik +0.12 +0.25 400 30 30 60 120 400 30 30 60 120 25 5 d10-15 d10-15 Lantai kerja 1: 3 :5 Beton Lantai exsisting Potongan 1 - 1 600 600 600 600 600 600 525 525 600 600 600 600 480 600 480 600 600 600 600 600 600 600 600 600 600 600 600 525 525 \A1;\U+22050.1500 600 600 600 600 525 525 GUDANG " D " D13 - 10 D13 - 10 D13 - 100 D13 - 100 D13 - 100 D13 - 150 522 DETAIL " 2 " D12 - 150 B 2 B 2 B 2 D13 - 100 D13 - 150 DETAIL "4" PILE CAP 850 X 850 X 550 A A d12-10 TIANG PANCANG 350 X 350 (OLEH KONTRAKTOR LAIN) -20.00 850 50 550 d12-100 2d12 POTONGAN A - A TIANG PANCANG 350 X 350 350 850 B 1 B 1 35 5 d10-20 2 d10 Potongan di area balok B2 (Lapangan) 25 5 20 3 D16 5 D16 3 D16 2 d10 d10-100 350 200 50 250 50 5 D16 Potongan di area balok B2 (Tumpuan) B 2 B 2 3000 D12 - 150 D12 - 150 D12 - 15 D12 - 150 D12 - 150 d12 - 150 D12 - 150 D12 - 150 D12 - 150 D12 - 150 D12 - 150 D12 - 150 D12 - 150 B 2 B 2 525 600 300 600 600 2625 300 3000 3000 600 600 3000 60 60 B 2 B 2 D12 - 150 D12-150 D12-150 3000 B 2 B 2 B 2 B 2 B 2 d12 - 15 DETAIL " 3 " 350 200 2d12 3 D 19 3 D 19 5 D 19 d12-100 d12-200 d12-100 650 650 1850 650 650 800 800 1550 5 D19 3 D19 5 D19 pembesian balok B1 ( 350 x 550 ) 5 D19 350 d12-200 2 d10 3 D19 5 D19 3 D19 150 50 300 Potongan A - A (Tumpuan) 2 d10 d12-100 50 350 tiang pancang DETAIL " 1 " D 13 - 150 B 1 B 1 B 1 B 1 B 1 3000 D13 - 150 B 1 B 1 600 600 3150 650 650 3000 3150 850 850 A A B Pile cap 850x850x550 B 1 Detail 4 850 52.5 B 2 B 2 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 Potongan B - B (Lapangan) DETAIL"3" DETAIL"2" DETAIL"1" DETAIL"1" DETAIL"1" c c f a f c a g e e c c c a a c c c f c f c f c f c c c c c c f c f f c f c c c f c f c c a h a = 1.5 m b = 3.15 m c = 3 m d = 1.95 m e = 2.4 m f = 2.625 m g = 0.5 m h = 1.8 m p = 4.27 m q = 5.35 m r = 5.05 m s = 4 m t = 4.025 m u = 1.56 m v = 5.580 m c SLOOF = 25 X 50 e a v r p U r S t u v r p d d c a c c c c c c c c c c a a c c c c c c c c c c c c c e TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 a GUDANG " D " GUDANG " C " GUDANG " B " GUDANG " A " b b b b b b b b b b c b b b b b b b b b b c b b b b b b b b b b a 5 5 5 5 5 5 5 5 5 5 5 9 E D5 D4 D3 D2 D1 D C5 C4 C3 C2 C1 C B5 B4 B3 B2 B1 B A5 A4 A3 A2 A1 A 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 0 A = 3 m B = 3.15 m C = 2.4 m D = 2.8 m E = 2.65 m DETAIL"4" LEGEND KETERANGAN : 5 9 E D5 D4 D3 D2 D1 D C5 C4 C3 C2 C1 C B5 B4 B3 B2 B1 B A5 A4 A3 A2 A1 A 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 0 KETERANGAN : LEGEND U GBJ GUDANG " C " U LEGEND KETERANGAN : 0 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 A A1 A2 A3 A4 A5 B B1 B2 B3 B4 B5 C C1 C2 C3 C4 C5 D D1 D2 D3 D4 D5 E 9 AREA FILLING PLANT AREA GUDANG BARANG JADI DENAH EXSISITNG DETAIL"A" DETAIL "A" 850 350 x 550 350 x 550 250 x 400 250 x 400 250 x 400 3000 6000 850 350 D 13 - 150 850 B 3 B 3 B 1 B 1 B 1 B 3 Kolom Exsisting Pile cap GBJ GUDANG " D" GBJ GUDANG " B " FILLING PLANT GUDANG "A " r r r r r r r r q r Pipa PVCAW d 8" Pipa PVCAW d 8" Pipa PVCAW d 8" DETAIL"B" DETAIL"B" DETAIL"B" DETAIL"E" d12 - 15 d12 - 15 d12 - 15 D13 - 150 D13 - 150 D13 - 150 D13 - 150 D13 - 150 Detail Pembesian Balok B3 (250 x 400) 2D16 250 d8-100 4 D16 Tumpuan Detail Pembesian Balok B4 (70x35) 700 d12-100 7 D19 Tumpuan 4D19 Lapangan 700 d12-200 50 200 100 4D19 7 D19 200 50 150 Lapangan d8-200 50 250 4 D16 2D16 DETAIL "B" B 1 B 4 B4 D13 - 150 D13 - 150 D13 - 150 D13 - 150 B 1 D13 - 150 D13 - 150 D12 - 150 D12 - 15 D13 - 150 d13 - 150 700 3.000 350 3.000 50 50 200 100 50 200 50 150 50 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 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 1 B 1 B 1 B 1 350 700 350 350 naik LOADING DOCK KANTOR naik naik 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 +2.40 + 1.07 5 5 5 5 5 GBJ GUDANG " C " GBJ GUDANG " D" GBJ GUDANG " B " FILLING PLANT GUDANG "A " naik LOADING DOCK KANTOR naik naik 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 +2.40 + 1.07 5 5 5 5 5 Renc. Loading Dock DETAIL"C" DETAIL"C" Lantai kerja (baru) 1:3:5 50 Lapisan pasir exsisting 150 50 300 50 50 Lantai kerja (baru) 1:3:5 Lapisan pasir exsisting 50 lantai kerja 1: 3: 5 ( baru ) D10-150 D10-150 D10-150 D10-150 1 1 350 balok B1 (35x35) Beton lantai exsisting ( tebal 15 Cm) lantai kerja 1: 3 :5 (baru) lantai kerja 1: 3 :5 (baru) lantai kerja 1: 3 :5 (baru) lantai kerja 1: 3 :5 (baru) lantai kerja 1: 3 :5 (baru) lantai kerja 1: 3 :5 (baru) Beton lantai baru ( tebal 20 Cm) Beton lantai exsisting ( tebal 15 Cm) Beton lantai baru ( tebal 20 Cm) Beton lantai exsisting ( tebal 15 Cm) Beton lantai baru ( tebal 20 Cm) Beton lantai exsisting ( tebal 15 Cm) Beton lantai baru ( tebal 20 Cm) Beton lantai exsisting ( tebal 15 Cm) Beton lantai baru ( tebal 20 Cm) Beton lantai exsisting ( tebal 15 Cm) Beton lantai baru ( tebal 20 Cm) Beton lantai exsisting ( tebal 15 Cm) Beton lantai baru ( tebal 20 Cm) 200 50 d10-15 d10-15 Lantai kerja 1: 3 :5 Beton Lantai exsisting Potongan 1 - 1 150 Detail C SP/GBJ/01 3 / 7 Beton lantai exsisting ( tebal 15 Cm) A = 3 m B = 3.15 m C = 2.4 m D = 2.8 m E = 2.65 m a h c e a U a c c c c c c c c c c c c c e GUDANG " D " b b b b b b b b a 5 5 5 5 5 5 5 5 5 5 9 B A5 A4 A3 A2 A1 A 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 0 5 5 5 5 5 5 5 5 5 5 5 5 5 1 = B1 2 = B2 3 = B3 4 = B4 LEGEND KETERANGAN : Detail Balok Gudang D 1 = B1 2 = B2 3 = B3 4 = B4 LEGEND KETERANGAN : c f c f c c c f c f c GUDANG " C " B5 B4 B3 B2 B1 5 5 5 5 5 5 5 Detail Balok Gudang C c f c f c c c c c f c f TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 TP 35x35 GUDANG " B " D C5 C4 C3 C2 C1 5 5 5 5 5 5 1 = B1 2 = B2 3 = B3 4 = B4 LEGEND KETERANGAN : Detail Balok Gudang B 4 2 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Beton lantai exsisting ( tebal 15 Cm) 200 Beton lantai baru ( tebal 20 Cm) 200 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 U U D12-150 D12-150 D12-150 D12-150 D12-150 D12-150 D12-150 D12 - 150 D12-150 D12 - 150 3150 5

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, DWG, FOUNDATION, foundations, fundament, industrial building, warehouse

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