Stairway DWG Section for AutoCAD

Stairway DWG Section for AutoCAD

Stairway – Plant – Section

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

detailed design under this rev. made in accordance with contract no. engineering services pipelines. for the execution of this detailed company will ensure that the construction contractor will verify and accept contractor’s detailed design prior to start of construction work., this dwg., contractor camp, temporary, el., operation’s building, el., el., pf el., el., el., el., el., el., grid north, operation’s building, pf el., el., el., el., el., el., handrail plan, scale, hand rail, scale, req’d nos, hole, scale, hand rail, handrail, hand rail, dynabolt, handrail, hand rail, scale, req’d nos, handrail, dynabolt, dynabolt, dynabolt, dynabolt, dynabolt, section, scale, slab, open drain, concrete slab, cap. barrel, wiremesh, section, scale, cap. barrel, detail, gl., t.o.f, t.o.c, t.o.c, system, area, location, copi group owner, cad drawing do not alter manually, cad file, project title:, scale, drawing no., project no., rev., document type, discipline, previous dwg. no.:, conocophillips indonesia inc. ltd., suban, sumatra, drawing no., this drawing has been derived from, reference dwg title, no., reference dwg, number, date, no., status, chk, revision, proj., mngr, proj, eng., u.o., client, lead, eng., p.e., p.m, general system, file location, title, walkway plan detail suban station of, design detail drawing layout, all dimensions are in millimeter and elevation in meter unless noted otherwise., material specification, reinforcing steel bar sni bjts jis, astm grade or equivalent., all exposed edge of concrete shall have an approx. mm chamfered, unless noted otherwise., notes, welded steel wire astm, grid north, this dwg., key plan, general, suban station, secondary containment tank, suban water injection midterm, cementing dike suban, mark, mk., size, type, qty., dimension mm, length, unit, total, bar bending schedule, mark, mk., size, type, qty., dimension mm, length, unit, total, bar bending schedule, coloumn type, req’d nos, beam type, req’d nos, mark, mk., size, type, qty., dimension mm, length, unit, total, bar bending schedule, beam type, req’d nos, mark, mk., size, type, qty., dimension mm, length, unit, total, bending schedule, beam type, req’d nos, mark, mk., size, type, qty., dimension mm, length, unit, total, bar bending schedule, beam type, req’d nos, mark, mk., size, type, qty., dimension mm, length, unit, total, bar bending schedule, beam type, req’d nos, ifc, issued for comment, ifa, issued for approval, ihp, afc, approved for consruction, ihp, structural concrete days with cube, length area volume, list of material, mark, description, spec., material, qty., weight, unit, total, unit, weight, total, astm, thk. base plate, astm, astm, dynabolt lg., weight total, req’d unit, astm, astm, astm, astm, astm, length area volume, list of material, mark, description, spec., material, qty., weight, unit, total, unit, weight, total, astm, thk. base plate, astm, astm, astm, astm, dynabolt lg., weight total, req’d unit, floor step ladder thk, t.o.c, plastic sheet, section, scale, stirrup, wiremesh, stirrup, floor step ladder thk, t.o.c, plastic sheet, stirrup, wiremesh, handrail, stirrup, section, scale, handrail, stirrup, stirrup, stirrup, plastic sheet, wiremesh, pvc pipe, section, scale, plastic sheet, detail, scale, hand rail, scale, req’d nos, handrail, wiremesh, section, scale, hand rail, scale, req’d nos, handrail, wiremesh, plastic sheet, detail, scale, sheet, var, tod, plastic sheet, wiremesh, el., toc., fgl., wiremesh, fgl., gratting, toc., tog., gratting, detail, gratting, anchor bar, detail, sheet, gratting, section, scale, tog., gratting, gratting frame, scale, detail, scale, handrail, chipping, wiremesh, fgl., gratting, handrail, chipping

Raw text data extracted from CAD file:

- - - - - - - - - - - - \C256;Contractor's detailed design under this CWR\C8; \fCalibri|b1|i1|c0|p34;\C1;No. \fTahoma|b1|i0|c0|p34;\H0.90909x;CWR-C-O-0006 REV. 0B \fCalibri|b1|i1|c0|p34;\H1.1x;\C8; \C256;i\fCalibri|b0|i1|c0|p34;s made in accordance with Contract No. CS15593653C - Engineering Services Pipelines. For the execution of this detailed design, Company will ensure that the construction contractor will verify and accept Contractor's detailed design prior to start of construction work. THIS DWG. 8 CONTRACTOR CAMP TEMPORARY 9 EL. +49 EL. + 52 1 7 US- 1 3 K OPERATION'S BUILDING 2 5 3 EL. + 57 6 EL + 55 4 US-112 EL. + 55 US-007 PF EL. 5804 PF EL. 5804 US-006 US-104 0.5% 0.5% US-113 US-009 EL. + 55 US-010 US-005 US-008 US-003 US-004 US-011 US-114 US- 0 1 2 US-013 US-106 US-105 US-107 US-108 US-102 EL. + 55 US-002 (FUTURE) US-001 US- 103 EL. + 55 US-101 (FUTURE) EL. + 55 EL. + 55 EL + 55 US-014 US-03K US- 109 US- 110 US- 111 EL. + 52 EL. + 54 EL. + 52 N GRID NORTH 8 7 US- 1 3 K OPERATION'S BUILDING EL + 55 US-112 US-007 PF EL. 5804 PF EL. 5804 US-006 US-104 US-113 US-009 EL. + 55 US-010 US-005 US-008 US-003 US-004 US-011 US-114 US- 0 1 2 US-013 US-106 US-105 US-107 US-108 US-102 EL. + 55 US-002 (FUTURE) US-001 US- 103 EL. + 55 US-101 (FUTURE) EL. + 55 EL. + 55 EL + 55 US-014 US-03K US- 109 US- 110 US- 111 EL. + 52 EL. + 54 \A1;1100 \A1;1100 \A1;2160 \A1;5500 \A1;5500 \A1;8330 \A1;16500 \A1;8330 \A1;27320 \A1;6675 \A1;9650 \A1;3260 \A1;3260 \A1;1600 \A1;2160 \A1;1100 \A1;6675 \A1;23000 \A1;23000 \A1;6675 \A1;6675 \A1;9650 \A1;3260 \A1;3260 \A1;1600 \A1;2160 \A1;1100 \A1;27320 \A1;2160 \A1;1100 HANDRAIL PLAN SCALE 1:15 HR1 HR2-2 HAND RAIL HR2 SCALE 1:10 REQ'D = 1 NOS HR2-1 PL1 Ø12 HOLE PL 9mm 5 5 5 5 5 5 5 5 5 5 SCALE 1:2 HAND RAIL HR2-1 HANDRAIL 5 5 5 5 P5 P5 P7 P8 5 HAND RAIL HR2-2 PL1 DYNABOLT M12 HANDRAIL HANDRAIL 5 5 5 5 5 5 P2 P5 P6 P7 P8 P3 P4 5 5 5 HAND RAIL HR1 SCALE 1:10 REQ'D = 1 NOS HANDRAIL 5 5 5 5 P3 P4 P1 P2 5 5 PL1 DYNABOLT M12 PL1 DYNABOLT M12 PL1 DYNABOLT M12 PL1 DYNABOLT M12 PL1 DYNABOLT M12 5 5 SECTION B SCALE 1:30 - 5 5 SLAB T=150mm OPEN DRAIN (EXISTING) CONCRETE SLAB (EXISTING) 5 5 229-T-104 CAP. 168 BARREL 5 5 5 5 W/ WIREMESH M6-150 2LAYER 5 SECTION A SCALE 1:30 - 229-T-104 CAP. 168 BARREL 5 5 1 DETAIL - GL. + 0.000 T.O.F + 0.150 T.O.C + 1.450 5 5 5 5 T.O.C + 0.400 2WIREMESH M6-150 2WIREMESH M6-150 SYSTEM : AREA : LOCATION : COPI GROUP OWNER : A1 CAD DRAWING DO NOT ALTER MANUALLY Cad File : PROJECT TITLE: SCALE : DRAWING NO. PROJECT NO. REV. DOCUMENT TYPE : SUB-DISCIPLINE : DISCIPLINE / PREVIOUS DWG. NO.: ConocoPhillips Indonesia Inc. Ltd. SUBAN ENGINEERING-ONSHORE SUMATRA DRAWING NO. : THIS DRAWING HAS BEEN DERIVED FROM 1 2 3 4 5 6 8 9 10 11 12 7 A B C E F G H D 1 2 3 4 5 6 8 9 10 11 12 7 REFERENCE DWG TITLE NO. REFERENCE DWG NUMBER DATE NO. STATUS CHK REVISION BY PROJ. MNGR PROJ ENG. U.O. CLIENT LEAD ENG. P.E. P.M GENERAL SYSTEM 0B A B C E F G H D \W0.85;\L C:\\USERS\\IHP\\DESKTOP FILE LOCATION : TITLE : WALKWAY PLAN SECTION, & DETAIL SUBAN STATION (SHT. 2 OF 3) DESIGN DETAIL DRAWING & LAYOUT 1. ALL DIMENSIONS ARE IN MILLIMETER AND ELEVATION IN METER UNLESS NOTED OTHERWISE. 2. MATERIAL SPECIFICATION : - REINFORCING STEEL BAR : SNI 07-2052-2002 BJTS 40, JIS G3112 SD390, ASTM A615 GRADE 60 OR EQUIVALENT. 3. ALL EXPOSED EDGE OF CONCRETE SHALL HAVE AN APPROX. 25 mm CHAMFERED UNLESS NOTED OTHERWISE. NOTES : ID-N-SB-BB0-DDD-GN-74-0002 - WELDED STEEL WIRE : ASTM A185 N GRID NORTH THIS DWG. KEY PLAN TYPE-II A B A B B CIVIL/CIVIL GENERAL SUBAN STATION SECONDARY CONTAINMENT TANK 229-T-104 ID-N-SB-CC2-DDD-ST-00-0007 1:30, 1:15, SUBAN WATER INJECTION MIDTERM 84565 CEMENTING DIKE SUBAN TYPE-I TYPE-II A B B A MARK MK. SIZE TYPE QTY. DIMENSION ( MM ) A B C LENGTH ( M ) UNIT TOTAL C C A B B 1001 Ø10 I 4 1050 40 - 1 2.180 0801 II 8 60 100 40 1 3.200 BAR BENDING SCHEDULE B1 (PER UNIT) Ø8 TYPE-I TYPE-II A B B A MARK MK. SIZE TYPE QTY. DIMENSION ( MM ) A B C LENGTH ( M ) UNIT TOTAL C C A B B 1001 Ø10 I 4 1100 40 - 4 18.880 0801 II 8 100 100 40 4 15.360 BAR BENDING SCHEDULE C1 (PER UNIT) Ø8 COLOUMN TYPE C1 (150x150) REQ'D 4 NOS 4 Ø10 Ø8-150 BEAM TYPE B1 (100x150) REQ'D 1 NOS 4 Ø10 Ø8-150 TYPE-I TYPE-II A B B A MARK MK. SIZE TYPE QTY. DIMENSION ( MM ) A B C LENGTH ( M ) UNIT TOTAL C C A B B 1001 Ø10 I 4 1050 40 - 1 4.520 0801 II 8 60 100 40 1 3.200 BAR BENDING SCHEDULE B2 (PER UNIT) Ø8 BEAM TYPE B2 (100x150) REQ'D 1 NOS 4 Ø10 Ø8-150 TYPE-I TYPE-II A B B A MARK MK. SIZE TYPE QTY. DIMENSION ( MM ) A B C LENGTH ( M ) UNIT TOTAL C C A B B 1001 Ø10 I 4 1050 40 - 1 4.520 0801 II 8 60 100 40 1 3.200 BENDING SCHEDULE B4 (PER UNIT) Ø8 BEAM TYPE B4 (100x150) REQ'D 2 NOS 4 Ø10 Ø8-150 TYPE-I TYPE-II A B B A MARK MK. SIZE TYPE QTY. DIMENSION ( MM ) A B C LENGTH ( M ) UNIT TOTAL C C A B B 1001 Ø10 I 6 1100 40 - 1 7.080 0801 II 8 100 200 40 1 3.840 BAR BENDING SCHEDULE B5 (PER UNIT) Ø8 BEAM TYPE B5 (150x150) REQ'D 1 NOS 6Ø10 Ø8-150 TYPE-I TYPE-II A B B A MARK MK. SIZE TYPE QTY. DIMENSION ( MM ) A B C LENGTH ( M ) UNIT TOTAL C C A B B 1001 Ø10 I 6 1100 40 - 2 7.080 0801 II 8 100 200 40 2 5.440 BAR BENDING SCHEDULE B5 (PER UNIT) Ø8 BEAM TYPE B6 (150x250) REQ'D 2 NOS 6Ø10 Ø8-150 0A 12-08-2015 IFC ISSUED FOR COMMENT AY AY HS MF FM AU NN SO 0B 20-09-2015 IFA ISSUED FOR APPROVAL IHP DA HS AY FM ZA NN SO 1 10-10-2015 AFC APPROVED FOR CONSRUCTION IHP DA HS AY FM ZA NN SO - STRUCTURAL CONCRETE (28 DAYS WITH CUBE TEST) K-210 kg/cm2 (CEMENT TYPE-1) C D (*) L = LENGTH ; A = AREA ; V = VOLUME LIST OF MATERIAL HR2 MARK DESCRIPTION SPEC. MATERIAL QTY. (*) L/A/V (kg/U) WEIGHT UNIT L/A/V (*) (U) TOTAL UNIT WEIGHT (kg) TOTAL ASTM A36 9mm THK. BASE PLATE PL1 4 0.026 0.006 m 2 P2 \U+22051.25" (TOP RAIL) ASTM A36 P5 \U+22051.25" (TOP RAIL) ASTM A36 B1 DYNABOLT M10x50 LG. - - - - 16 ea kg WEIGHT TOTAL : 40.99 3.39 REQ'D 1 UNIT P6 \U+22051.25" (TOP RAIL) ASTM A36 P7 \U+22051.25" (TOP RAIL) ASTM A36 1.022 2 m P8 \U+22051.25" (TOP RAIL) ASTM A36 0.938 1 m 3.39 3.39 3.39 10.09 6.93 1.92 1.84 70.65 0.990 1 m 3.36 3.39 0.990 P3 \U+22051.25" (TOP RAIL) ASTM A36 1 m P4 \U+22051.25" (TOP RAIL) ASTM A36 1 m 3.39 3.39 0.990 3 m 2.97 0.990 1 m 0.990 3.36 2.044 0.938 (*) L = LENGTH ; A = AREA ; V = VOLUME LIST OF MATERIAL HR1 MARK DESCRIPTION SPEC. MATERIAL QTY. (*) L/A/V (kg/U) WEIGHT UNIT L/A/V (*) (U) TOTAL UNIT WEIGHT (kg) TOTAL ASTM A36 9mm THK. BASE PLATE PL1 2 0.013 0.92 0.006 m 2 P1 \U+22051.25" (TOP RAIL) ASTM A36 0.874 1 m 3.39 2.96 P2 \U+22051.25" (TOP RAIL) ASTM A36 0.990 1 m 3.36 P3 \U+22051.25" (TOP RAIL) ASTM A36 2.016 1 m 6.83 P4 \U+22051.25" (TOP RAIL) ASTM A36 1.964 1 m 6.66 B1 DYNABOLT M10x50 LG. - - - - 8 ea kg WEIGHT TOTAL : 20.73 3.39 3.39 3.39 REQ'D 1 UNIT 70.65 0.874 0.990 2.016 1.964 2.016 6.83 1.964 6.66 2.016 1.964 5 FLOOR STEP LADDER 120MM THK 5 5 5 5 5 5 5 5 5 5 5 T.O.C + 1.450 PLASTIC SHEET SECTION C SCALE 1:15 - 4 Ø10 STIRRUP Ø8-150 2WIREMESH M6-150 4 Ø10 2WIREMESH M6-150 WIREMESH M6-150 STIRRUP Ø8-150 B1 B2 B6 B4 5 FLOOR STEP LADDER 120MM THK 5 5 5 5 5 5 5 5 5 5 5 T.O.C + 1.450 PLASTIC SHEET 4 Ø10 STIRRUP Ø8-150 2WIREMESH M6-150 4 Ø10 2WIREMESH M6-150 WIREMESH M6-150 HANDRAIL STIRRUP Ø8-150 B2 B1 B6 B4 5 B4 B5 SECTION D SCALE 1:15 - C1 C1 C1 5 5 5 5 5 5 HANDRAIL 4 Ø10 STIRRUP Ø8-150 4 Ø10 STIRRUP Ø8-150 4 Ø10 STIRRUP Ø8-150 5 PLASTIC SHEET 2WIREMESH M6-150 WIREMESH M6-150 5 5 PVC PIPE 4" SECTION E SCALE 1:15 - 2WIREMESH M6-150 5 5 PLASTIC SHEET DETAIL 2 SCALE 1:15 - 5 5 5 5 5 \A1;1313 \A1;990 \A1;2688 \A1;990 \A1;1313 \A1;969 \A1;1360 \A1;1313 \A1;990 \A1;2688 \A1;990 \A1;1313 \A1;969 \A1;5x@270=1080 \A1;270 \A1;100 \A1;2160 \A1;100 \A1;VAR \A1;100 \A1;250 \A1;100 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;270 \A1;270 \A1;270 \A1;270 \A1;450 \A1;200 \A1;1100 \A1;200 \A1;270 \A1;270 \A1;270 \A1;100 \A1;5x@200=1000 \A1;1360 \A1;6x270=1620 \A1;1100 \A1;3x@270=810 \A1;4x@202.5=810 \A1;5x@270=1350 \A1;4x@202.5=810 \A1;1620 \A1;2x@200=400 \A1;250 \A1;3x@270=810 \A1;1360 \A1;6x270=1620 \A1;1100 \A1;5x@270=1350 \A1;1360 \A1;5x@270=1350 \A1;1000 \A1;1480 \A1;1650 \A1;50 \A1;70 \A1;5 \A1;10 \A1;900 \A1;10 \A1;930 \A1;65 \A1;1230 \A1;65 \A1;1360 \A1;35 \A1;930 \A1;35 \A1;1000 \A1;65 \A1;1230 \A1;65 \A1;1000 \A1;1344 \A1;990 \A1;1304 \A1;1630 \A1;1344 \A1;1605 \A1;990 \A1;990 \A1;1304 \A1;1080 \A1;5x@270=1080 \A1;4x@202.5=810 \A1;5x@270=1350 \A1;4x@202.5=810 \A1;1620 \A1;1360 \A1;20 \A1;30 \A1;30 \A1;20 \A1;100 \A1;20 \A1;30 \A1;30 \A1;20 \A1;100 \A1;1022 \A1;990 \A1;990 \A1;938 \A1;95 \A1;1022 \A1;938 \A1;2016 \A1;1964 \A1;990 \A1;990 \A1;75 \A1;75 \A1;95 \A1;2016 \A1;1964 \A1;990 \A1;974 \A1;75 \A1;75 \A1;31 \A1;31 \A1;6240 \A1;1450 \A1;1300 \A1;1000 \A1;150 \A1;5940 \A1;150 \A1;850 \A1;1450 \A1;4440 \A1;4740 \A1;150 \A1;3680 \A1;760 \A1;150 \A1;120 \A1;270 \A1;270 \A1;270 \A1;270 \A1;270 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;120 \A1;270 \A1;270 \A1;270 \A1;270 \A1;270 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;250 \A1;150 \A1;270 \A1;150 \A1;1330 \A1;1597 \A1;851 \A1;400 \A1;100 \A1;150 \A1;150 \A1;1200 \A1;100 \A1;100 \A1;100 \A1;270 \A1;300 A - HAND RAIL HR1 SCALE 1:15 REQ'D = 4 NOS 5 HANDRAIL 5 5 5 P1 P2 5 P2 5 P3 P4 P5 WIREMESH M8-150 SECTION A SCALE 1:15 - 5 HAND RAIL HR1 SCALE 1:15 REQ'D = 4 NOS 5 HANDRAIL 5 5 5 P1 P2 5 P2 5 P3 P4 P5 5x@270=<> WIREMESH M8-150 PLASTIC SHEET DETAIL 3 SCALE 1:15 Sheet 1 5 5 5 5 5 VAR 5 5 5 5 TOD 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLASTIC SHEET WIREMESH M8-150 WIREMESH M8-150 5 EL. +1.750 TOC. +1.850 FGL. + 0.000 WIREMESH M8-150 5 5x@200=<> 3x@270=<> 5 6x270=<> 5 FGL. + 0.000 4x@202.5=<> 5x@270=<> 4x@202.5=<> 5 2x@200=<> 5 5 5x@270=<> 3x@270=<> 5 6x270=<> 5 5x@270=<> 5 GRATTING 1480x900x32 GRATTING 1480x900x32 5 L65x65x6 L65x65x6 5 TOC. +56.720 TOC. +56.720 TOG. +55.920 GRATTING 1480x900x32 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 DETAIL 1 B - 5 5 L65x65x6 5 GRATTING 1480x900x32 ANCHOR BAR ø8 DETAIL 1 SHEET 2 SHEET 1 5 5 5 L65x65x6 GRATTING 1480x900x32 5 L65x65x6 SECTION B SCALE 1:5 - TOG. +55.920 GRATTING 1480x900x32 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 L65x65x6 5 5 5 5 5 5 5 5 L1 L1 L2 L2 5 5 5 L1 L2 5 GRATTING FRAME SCALE 1 : 10 DETAIL L1 & L2 SCALE 1 : 10 HANDRAIL 1 HANDRAIL 2 5 5 5 5 5 5 5 5 5 P4 P3 P2 P1 P5 P5 P6 P6 P7 P8 5 CHIPPING WIREMESH M8-150 5 5x@270=<> FGL. + 0.000 4x@202.5=<> 5x@270=<> 4x@202.5=<> 5 GRATTING 1480x900x32 L65x65x6 L65x65x6 L65x65x6 HANDRAIL 1 CHIPPING

Language	English
Drawing Type	Section
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, degrau, DWG, échelle, escada, escalier, étape, ladder, leiter, plant, section, staircase, stairway, step, stufen, treppe, treppen