Fondation Tower Scsp1 4 Class 1 DWG Block for AutoCAD

AS BUILT FONDATION TOWER SCSP1 4 CLASS 1 STEEL POLE

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

scale, bore pile, note, concrete, deformed reinforcement mpa or for, undeformed reinforcement for, minimum concrete cover mm, scale, concrete spacer, surface, scale, chimney, lean concrete, scale, bore pile, cutting limit, lean concrete, pad, detail, scale, bore pile, longitudinal, reinforcement, of bore pile, support of, top reinforcement, of bore pile reinforcement, galvanized, connected, around tower, scale nts, sketch of pad reinforcement, spacer, bore pile, reinforcement, of bore pile, cutting limit, overlapping, back filling, gsw, elastic plastic pipe, scale nts, cross section, bar bending, item, reinforcement, description, lenght, qty, total weight, chimney, stirrup, top of pad, bottom of, pad, side of, pad, support, ground, top of pad, bottom of, pad, side of, pad, note, paraf, gambar, tanggal, disurvey, uraian, diperiksa, pengawas, digambar, oleh, skala, jumlah lembar, lembar ke, disetujui, pondasi tower class, pt. pln persero, unit induk pembangunan jaringan sumatra ii, upk jaringan sumatera regional iii

Raw text data extracted from CAD file:

\A1;600 \A1;300 \A1;300 \A1;50 \A1;50 \A1;500 \A1;600 \A1;50 \A1;2000 \A1;2000 \A1;600 \A1;2500 \A1;4800 \A1;600 \A1;1200 \A1;1200 \A1;600 \A1;1200 \A1;1300 \A1;600 \A1;600 \A1;2000 A A \A1;900 \A1;2000 \A1;1800 \A1;50 \A1;800 \A1;1200 \A1;100 \A1;2000 \A1;1200 \A1;600 \A1;1200 \A1;1200 \A1;600 \A1;4800 \A1;300 \A1;1400 \A1;1400 \A1;2000 \A1;250 \A1;2000 \A1;250 \A1;1400 \A1;2000 \A1;1400 \A1;1500 \A1;1800 \A1;1800 \A1;650 \A1;650 \A1;200 \A1;6000 \A1;7800 600 Scale 1 : 10 (B-B section) Bore pile 15 D 16 d8-150 NOTE : Concrete K225 (Fc’= 22 Mpa) Deformed Reinforcement U40 (Fy= 390 Mpa or equivalent) for D13, D16 & D22 Undeformed Reinforcement U24 (Fy= 235 Mpa) for d10 Minimum concrete cover 40 mm 300 300 Scale 1 : 10 Concrete Spacer 50 50 500 600 50 surface D22-150 D22-150 5 5 Scale 1 : 25 (A-A section) Chimney d10-200 104-D22 D22-150 D22-150 Lean concrete 3D22 3D22 3D22 3D22 600 Scale 1 : 10 (C-C section) Bore pile 15 D 16 d8-200 \A1;750mm cutting limit \A1;1800 mm 50 mm 75mm 100 mm 15 D16 D22-150 D22-150 Lean concrete Pad Detail “A” Scale 1 : 25 Bore pile longitudinal reinforcement of bore pile Support of top reinforcement of Bore pile reinforcement 3 4 5 6 3 4 5 7 DETAIL-A L50x50x5mm Galvanized 1 2 Connected around tower 5 5 5 5 5 5 5 5 5 5 Scale : NTS Sketch of Pad Reinforcement B B C C d8-200 5 Spacer Spacer d 600mm Bore pile reinforcement of bore pile Cutting limit Overlapping Back filling GSW Elastic plastic pipe 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Scale : NTS Cross Section 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BAR BENDING NO ITEM REINFORCEMENT DESCRIPTION LENGHT (mm) Qty (pcs) Weight/m (kg) Total Weight (kg) 1 CHIMNEY 2.600 2.98 104 – D 22 2100 2 STIRRUP 7.760 0.617 d 10 – 200 1920 3 TOP of PAD 6.160 2.98 D 22 – 150 4720 4 BOTTOM of 5.040 2.98 D 22 – 150 4720 5 6.160 2.98 D 22 4720 6 2.524 0.617 d 10 460 PAD SIDE of PAD SUPPORT 500 1920 80 104 10 16 16 6 8 Ground 50mm 7 9 TOP of PAD 3.860 2.98 2420 BOTTOM of 2.740 2.98 2420 PAD 72 72 D 22 – 150 D 22 – 150 2.740 2.98 D 22 2420 SIDE of PAD 6 8 d8-150 720 720 160 160 720 720 720 720 160 160 160 160 636 396 396 636 805.792 47.879 293.708 240.307 110.140 12.458 828.202 587.894 48.99 NOTE PARAF GAMBAR : TANGGAL DISURVEY URAIAN DIPERIKSA PENGAWAS DIGAMBAR OLEH SKALA : 1 : 100 JUMLAH LEMBAR LEMBAR KE DISETUJUI PONDASI TOWER SCSP1 +4 CLASS 1 1 1 PT. PLN ( PERSERO ) UNIT INDUK PEMBANGUNAN JARINGAN SUMATRA II UPK JARINGAN SUMATERA REGIONAL III 5 5