100 M3 Of Liquid Storage Silo – Standing Vertical 3D DWG Detail for AutoCAD

100 M3 Of Liquid Storage Silo – Standing Vertical 3D DWG Detail for AutoCAD

3d Model – Solid modeling – without textures – Details – Specifications – sizing – Construction

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

detail-‘f’, section a-a, ms angle, detail-‘g’, lifting lug, bearing plate, orientation plan, pl. to be bent inside, revisions, rev.no., description, approved, checked, drawn, designed, first issue, name, drg. no., job no. :, dsgn, chkd, appd, drwn, construction, projection, size, rev., scale, ecc division – edrc, tender, preliminary, date, sign, information, approval, apr, bda, mch, uts, jsis material handling oman, project name :-, wani, fakhri, client, cesar, nds, synergy petroleum international llc, detail-‘b’, shell., detail-‘e’, roof manhole, gasket, guset., detail-‘c’, ring, cone, detail-‘d’, shell, skirt, gusset, stiffening ring., painting : internal – nill, rear e l e v a t i o n, reviewed, rvwd, maw, water leak test at site, title:, client:, sub contractor:, main contractor:, oman cable industry saog, rusayl industrial area, gauge bracket support, conduit support, detail-‘a’, bearing, plate, front e l e v a t i o n, development, top cone, tank guage, bottom cone, left view, right view, front view, rear view, top view, bottom view

Raw text data extracted from CAD file:

\A1;176 \A1;256 \A1;155 30688.21383418954 6mm THK. 100x100 RF PLATE DETAIL-'F' M12 - U-BOLT 30688.21383418954 30688.21383418954 A A SECTION A-A MS ANGLE 50x50x5Thk A 5 5 5 \A1;LADDER STRINGER 1 \S1#4;"PIPE \A1;40x6THK. FB 5 300.0 300.0 300.0 5 5 \A1;RUNG 1" PIPE \A1;LADDER CAGE \A1;336 25 THK MS PLATE DETAIL-'G' LIFTING LUG 10 THK MS PLATE 100x250 250.0000000000073 45804.3837920544 152.9999999999927 20"MANHOLE (BOLTED TYPE) 5 5 5 5 5 BEARING PLATE 4"FILL LINE CHAIR-24 Nos. ON 3000 P.C.D d27 HOLES - 24 Nos. (FDN. BOLT CLIENT SCOPE) LIFTING LUGS - 4 Nos. (25mm THK.) \A1;(TYP) 5 5 ORIENTATION PLAN 5 \A1;300 \A1;300 \A1;300 \A1;4553 \A1;4553 \A1;2000 \A1;9106 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;16000 \A1;9044 \A1;4522 \A1;4522 \A1;2695 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;9044 \A1;2695 5 5 27772.03564103439 27772.03564103439 27772.03564103439 27772.03564103439 27772.03564103439 27772.03564103439 27772.03564103439 5 27772.03564103439 27772.03564103439 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 9106x1900 1 1 1 1 1 1 1 1 PL. TO BE BENT INSIDE RADIUS = 1456 SHELL PLATE 9044x2695 2 PL. TO BE BENT INSIDE RADIUS = 1450 PL. TO BE BENT INSIDE RADIUS = 1450 PL. TO BE BENT INSIDE RADIUS = 1450 PL. TO BE BENT INSIDE RADIUS = 1450 PL. TO BE BENT INSIDE RADIUS = 1450 PL. TO BE BENT INSIDE RADIUS = 1450 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 9106x2000 SHELL PLATE 9106x2000 SHELL PLATE 9106x2000 SHELL PLATE 9106x2000 SHELL PLATE 9106x2000 SHELL PLATE 9106x2000 SHELL PLATE 9106x2000 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 5 5 -275.1343234386813 \A1;LADDER STRINGER 1 \S1#4;"PIPE \A1;40x6THK. FLAT BAR 5 5 5 5 5 5 \A1;RUNG 1" PIPE \A1;LADDER CAGE 5 5 5 \A1;LADDER STRINGER 1 \S1#4;"PIPE \A1;40x6THK. FLAT BAR 5 5 5 5 5 5 \A1;RUNG 1" PIPE \A1;LADDER CAGE 5 5 5 \A1;LADDER STRINGER 1 \S1#4;"PIPE \A1;40x6THK. FLAT BAR 5 5 5 5 5 5 \A1;RUNG 1" PIPE \A1;LADDER CAGE 20"MANHOLEE (BOLTED TYPE) 5 5 5 5 5 BEARING PLATE 4"FILL LINE CHAIR-24 Nos. ON 3000 P.C.D d27 HOLES - 24 Nos. (FDN. BOLT CLIENT SCOPE) LIFTING LEGS - 4 Nos. (25mm THK.) \A1;(TYP) 5 5 ORIENTATION PLAN 5 5 5 5 \A1;LADDER STRINGER 1 \S1#4;"PIPE \A1;40x6THK. FLAT BAR 5 5 5 5 5 5 \A1;RUNG 1" PIPE \A1;LADDER CAGE 5 5 5 \A1;LADDER STRINGER 1 \S1#4;"PIPE \A1;40x6THK. FLAT BAR 5 5 5 5 5 5 \A1;RUNG 1" PIPE \A1;LADDER CAGE PL. TO BE BENT INSIDE RADIUS = 3712.5 REVISIONS REV.NO. DESCRIPTION APPROVED CHECKED DRAWN DESIGNED FIRST ISSUE NAME DRG. No. JOB No. : DSGN CHKD APPD DRWN A0 CONSTRUCTION PROJECTION SIZE REV. SCALE ECC Division - EDRC LARSEN & TOUBRO LIMITED TENDER PRELIMINARY DATE SIGN INFORMATION APPROVAL 0 APR BDA MCH UTS 18.02.13 JSIS MATERIAL HANDLING OMAN PROJECT NAME :- 0 DATE 18.02.13 O 6 1 2 2 1 A 0 0 - F - D - 0 7 2 3 - 0 1 1 - 28.02.13 04.03.13 05.03.13 28.02.13 04.03.13 05.03.13 Circular block ref "$AUDIT_BAD_BLOCK_RECORD1" SIGN APR DATE SIGN UTS DATE SIGN BDA DATE SIGN MCH 1:2,5,20 DATE SIGN DATE SIGN DATE SIGN DATE SIGN APR UTS REVISIONS REV.NO. DESCRIPTION APPROVED CHECKED DRAWN DESIGNED FIRST ISSUE NAME DRG. No. JOB No. : DSGN CHKD APPD DRWN A2 CONSTRUCTION PROJECTION SIZE REV. SCALE GULF TRIANGLE INDUSTRIES & SERVICES LLC TENDER PRELIMINARY DATE SIGN INFORMATION APPROVAL 0 WANI FAKHRI CLIENT CESAR 03.03.14 0 DATE 02.03.14 SIGN WANI DATE SIGN CESAR DATE SIGN FAKHRI DATE SIGN CLIENT NDS DATE SIGN DATE SIGN DATE SIGN DATE SIGN 02.03.14 02.03.14 02.03.14 03.03.14 03.03.14 03.03.14 SYNERGY PETROLEUM INTERNATIONAL LLC \A1;400 \A1;400 \A1;400 \A1;1250 \A1;300 \A1;1250 \A1;400 \A1;400 \A1;400 \A1;1250 \A1;300 \A1;1250 \A1;400 \A1;400 \A1;400 \A1;1250 \A1;300 \A1;1250 \A1;30° \A1;15° \A1;12 \A1;150 \A1;12 \A1;120 \A1;200 \A1;23° \A1;400 \A1;400 \A1;400 \A1;1250 \A1;300 \A1;1250 \A1;400 \A1;400 \A1;400 \A1;1250 \A1;300 \A1;1250 \A1;30° \A1;15° \A1;12 \A1;150 \A1;12 \A1;23° \A1;1900 \A1;9106 \A1;15900 \A1;6THK. DETAIL-'B' STIFFENING RING-5 Nos. 75 x 40 CHANNEL t -154.5247684639398 SHELL. \A1;153 \A1;250 \A1;620 O.D \A1;570 P.C.D \A1;500 I.D \A1;12 \A1;12 \A1;500 I.D \A1;6THK. 15413.13091771692 15413.13091771692 15413.13091771692 \A1;150 15413.13091771692 15413.13091771692 3mm THK. 15413.13091771692 15413.13091771692 DETAIL-'E' d14 HOLES-18 Nos. ROOF MANHOLE GASKET \A1;50 \A1;75 \A1;6 \A1;6 9261.484534944837 9261.484534944837 9261.484534944837 9261.484534944837 GUSET. DETAIL-'C' 6 THK. RING \A1;25 \A1;125 \A1;75 \A1;25 52836.92527883146 52836.92527883146 52836.92527883146 52836.92527883146 \A1;150 53126.52365478188 \A1;300 5 5 5 5 \A1;125 \A1;75 \A1;25 \A1;25 52825.39633816564 52825.39633816564 52825.39633816564 52825.39633816564 \A1;150 \A1;225 \A1;225 53014.78050648388 53014.78050648388 53014.78050648388 \A1;120 \A1;200 \A1;25 \A1;50 \A1;25 \A1;25 \A1;6 \A1;3180 \A1;3133 \A1;3180 \A1;3180 \A1;790 \A1;6 \A1;150 \A1;150 \A1;300 \A1;75 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;1900 \A1;15900 \A1;3180 \A1;2695 \A1;2900 \A1;3000 \A1;1579 \A1;2640 \A1; 200 \A1;100 \A1;40 \A1;180 \A1;80 \A1;6THK. \A1;50 \A1;50 \A1;18335 \A1;19541 \A1;627 \A1;2069 \A1;50° \A1;6THK. \A1;2788 \A1;1200 \A1;585 \A1;3180 \A1;3180 \A1;3133 \A1;3180 \A1;3180 \A1;2788 \A1;2776 \A1;1579 \A1;615 \A1;521 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;6THK. \A1;2800 \A1;900 \A1;400 \A1;400 \A1;1250 \A1;1250 \A1;300 \A1;400 \A1;30° \A1;23° \A1;12 \A1;150 20"MANHOLEE (BOLTED TYPE) 25772.05747524691 5 BEARING PLATE 4"FILL LINE CHAIR-24 Nos. ON 2900 P.C.D d27 HOLES - 24 Nos. (FDN. BOLT CLIENT SCOPE) LIFTING LUGS - 4 Nos. (25mm THK.) \A1;(TYP) ORIENTATION PLAN 25772.05747524691 5 5 5 5 25772.05747524691 25772.05747524691 \A1;180 \A1;15° \A1;15° \A1;130 \A1;50 \A1;2776 \A1;1200 \A1;600 \A1;2069 \A1;8717 \A1;2179 \A1;2179 \A1;2179 \A1;2179 \A1;317 \A1;2148 \A1;1388 \A1;1388 \A1;79 \A1;8717 \A1;2906 \A1;2906 \A1;2906 \A1;1613 \A1;538 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1450 SHELL PLATE 4553x2000 1 PL. TO BE BENT INSIDE RADIUS = 1456 SHELL PLATE 4522x2695 2 PL. TO BE BENT INSIDE RADIUS = 1456 SHELL PLATE 4522x2695 2 5 GUSET-2 Nos. 10THK. PLATE CONE DETAIL-'D' SHELL SKIRT 6 6 150 150 300 75 GUSSET 10THK. 5 5 5 5 5 5 5 5 STIFFENING RING. 75x40 CHANNEL (5 Nos.) 5 5 5 5 5 5 A 5 5 \A1;(PCD) \A1;(OD BEARING PLATE) D 5 5 C \A1;(SKIRT) 5mm ROOF PLATE 5 \A1;(ID BEARING PLATE) 3. THICKNESS OF SHELL, BOTTOM CONE & SKIRT - 6mm. 2. MATERIAL:- CARBON STEEL ASTM A36/EQ. \LNOTE:- 1. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED 5. THICKNESS OF ROOF -5mm. FINISHING : EXTERNALY GRIT BLAST TO SA 2.5 STD PAINTING : INTERNAL - NILL EXTERNAL - PCS-1, TWO COAT PAINT SYSTEM (TOP COAT - RAL# 9006) 4. THICKNESS OF SKIRT BASE RING - 40mm. 6. FILL LINE : 4" SCH.40 PIPE WITH S.O.R.F #150 FLANGE 7. OUTLET : 4" SCH.40 PIPE WITH S.O.R.F #150 FLANGE \A1;(SHELL HEIGHT) \A1;(TOP OF SHELL TO BEARING PLATE HEIGHT) \A1;(TOTAL HEIGHT OF SILO) E 6MM PLATE \A1;3"AIR VENT REAR E L E V A T I O N G REVISIONS REV.NO. DESCRIPTION APPROVED REVIEWED DRAWN DESIGNED FIRST ISSUE NAME DRG. No. JOB No. : DSGN RVWD APPD DRWN A2 CONSTRUCTION PROJECTION SIZE REV. SCALE TENDER PRELIMINARY DATE SIGN INFORMATION APPROVAL 1 CLIENT MAW CLIENT CESAR 05.04.14 0 DATE 02.03.14 SIGN DATE SIGN CESAR DATE SIGN MAW DATE SIGN CLIENT NDS DATE SIGN DATE SIGN DATE SIGN DATE SIGN 02.03.14 02.03.14 02.03.14 SYNERGY PETROLEUM INTERNATIONAL LLC d600 OPENING TEST : NDT-100% DPE ONLY, VISUAL INSPECTION-100% CLIENT WATER LEAK TEST AT SITE TITLE: CLIENT: SUB CONTRACTOR: MAIN CONTRACTOR: GULF TRIANGLE INDUSTRIES & SERVICES LLC OMAN CABLE INDUSTRY SAOG RUSAYL INDUSTRIAL AREA RT-10% 11MTR OR 23 T JOINTS GAUGE BRACKET SUPPORT ITEM # 14 DRG. NO. 06A002 GUIDE / MEASURING NOZZLE ARRANGEMENT ITEM # 16 DRG. NO. 06A002 CONDUIT SUPPORT ITEM # 15 DRG. NO. 06A002 DETAIL-'A' 100 \A1;3000 O.D 40 ON 3000 P.C.D d27 HOLES-24 Nos. \A1;2640 I.D \A1;2800 O.D t t 200 \A1;(SKIRT) GUSET-2 Nos. BEARING CHAIR-24 Nos. 10THK. PLATE 180 \A1;2900 P.C.D 80 6THK. PLATE 50 50 \A1; 16 5 5 5 5 5 5 5 6THK. \A1;50x5THK. FLAT BAR \A1;HAND RAIL-1 \S1#4;"PIPE 5 5 \A1;POLE-1 \S1#4;"PIPE 8 NOS FRONT E L E V A T I O N B F 5 5 5 5 5 5 \A1;(ID SHELL PLATE) \A1;(OD SHELL PLATE) 5 5 \A1;(OD SKIRT) \A1;75x5THK. FB - TOE PLATE LIFTING LUGS-4 Nos. (25mm THK.) 4 DEVELOPMENT TOP CONE OUTER RADIUS - 1388 INNER RADIUS - 256 5 5 FLOAT & BOARD TANK GUAGE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6THK. \A1;(OD SHELL) PCD SIZE 2900 1 05.04.14 CESAR MAW CLIENT CLIENT 05.04.14 05.04.14 05.04.14 05.04.14 05.04.14 05.04.14 5 \A1;(ID SHELL) 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 3 3 DEVELOPMENT BOTTOM CONE OUTER RADIUS - 1388 INNER RADIUS - 51 5 5 5 5 5 5 4 4 REVISIONS REV.NO. DESCRIPTION APPROVED REVIEWED DRAWN DESIGNED FIRST ISSUE NAME DRG. No. JOB No. : DSGN RVWD APPD DRWN A2 CONSTRUCTION PROJECTION SIZE REV. SCALE GULF TRIANGLE INDUSTRIES & SERVICES LLC TENDER PRELIMINARY DATE SIGN INFORMATION APPROVAL 0 WANI CLIENT CESAR 03.03.14 0 DATE 02.03.14 SIGN WANI DATE SIGN CESAR DATE SIGN DATE SIGN CLIENT NDS DATE SIGN DATE SIGN DATE SIGN DATE SIGN 02.03.14 02.03.14 02.03.14 03.03.14 03.03.14 03.03.14 SYNERGY PETROLEUM INTERNATIONAL LLC LEFT VIEW RIGHT VIEW FRONT VIEW REAR VIEW TOP VIEW BOTTOM VIEW CLIENT CLIENT

Language	English
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, agua, autocad, construction, DETAIL, details, DWG, gas, híbrido, hybrid, hybrides, l'eau, liquid, model, Modeling, reservoir, silo, sizing, solid, specifications, standing, storage, tank, tanks, tanque, textures, vertical, wasser, water