Cyclone Feed Pump Mov Collapsible Platforms DWG Block for AutoCAD

MOV bomba de alimentación del ciclón plataformas plegables

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

lead engineer, rev., page, total page, gantugs, uranbaigal, structural engineer, code of drawing, dolgorsuren, design engineer, cyclone feed pump mov collapsible platformsf.dwg, xxxx, section, description, xxxxxxxx, —, grtg., span, platform general plan, backcage, right side view, front view side, existing grtg, top of grtg, see page:, existing concrete, grating notes:, material list note:, detail, hole for, right view side, notes, cage hoops:, knurled bar, cage verticals:, extension spring, farside: mcmaster, hinges: connect, to safety gate, ass’y safety gate, safety gate, or approved equal, section of concrete, concrete base, end of pipe to be, profiled before welding, typ., ass’y kick plate, detail of handrail, cotter

Raw text data extracted from CAD file:

Lead engineer Rev. Page Total page 01 2014/05/29 01 Gantugs Uranbaigal Structural engineer “NCCS engineering” CoLtd info@nccs.mn Code of drawing Dolgorsuren Design engineer Lead engineer Rev. Page Total page 01 2013 5 Gantugs Uranbaigal Structural engineer “NCCS engineering” CoLtd info@nccs.mn CYCLONE FEED PUMP MOV COLLAPSIBLE PLATFORMSF.DWG Code of drawing Dolgorsuren Design engineer AA XXXX SECTION Description SCALE=1:25 1 XXXX 1 XXXXXXXX XXXXXXXX 1 1 XXXXXXXX 1 XXXXXXXX \A1;985 STAIR SEE PAGE 15 985.2161700514844 1 XXXXXXXX \A1;300 \A1;48 \A1;240 \A1;1460 \A1;80 \A1;40 \A1;250 \A1;950 \A1;250 \A1;25 \A1;45 \A1;445 \A1;355 \A1;2350 \A1;1200 \A1;75 \A1;75 \A1;450 \A1;535 c/c \A1;11 SPACES @ 300 \A1;365 \A1;1060 \A1;130 \A1;310 \A1;R355 \A1;80 \A1;380 \A1;380 \A1;380 \A1;920 \A1;800 \A1;921 \A1;160 \A1;800 \A1;215 \A1;702 \A1;215 \A1;319 \A1;710 \A1;625 \A1;625 \A1;800 \A1;749 \A1;926 \A1;1140 \A1;220 \A1;930 \A1;80 \A1;565 \A1;140 \A1;530 \A1;1460 \A1;1745 \A1;1015 \A1;370 \A1;250 \A1;300 \A1;150 \A1;100 \A1;10 \A1;700 \A1;750 \A1;3000 \A1;1400 \A1;50 \A1;450 \A1;3000 \A1;1200 \A1;1150 \A1;850 \A1;3000 \A1;1060 \A1;445 \A1;120 \A1;170 \A1;10 \A1;100 \A1;385 c/c \A1;610 \A1;18 CLEAR \A1;18 CLEAR \A1;38 \A1;1000 \A1;1150 \A1;850 \A1;650 \A1;750 \A1;50 \A1;1400 \A1;50 \A1;3000 \A1;1400 \A1;750 \A1;220 \A1;185 \A1;80 \A1;220 \A1;CAP. 10 \A1;360 \A1;CAP. 10 \A1;30 \A1;30 \A1;80 \A1;90 \A1;70 \A1;10 \A1;250 \A1;55 \A1;370 \A1;50 \A1;152 \A1;55 \A1;1760 \A1;48 \A1;48 \A1;990 \A1;75 \A1;1150 \A1;75 \A1;75 \A1;55° \A1;20 \A1;20 \A1;120 \A1;120 \A1;270 \A1;30 \A1;30 \A1;841 \A1;48 \A1;55° \A1;90° \A1;30 \A1;260 \A1;80 \A1;35° \A1;55° \A1;90° \A1;52 \A1;40 \A1;40 \A1;80 \A1;\U+220532 \A1;\U+220550 \A1;40 \A1;5 \A1;80 \A1;5 \A1;100 \A1;100 \A1;700 \A1;550 \A1;250 \A1;200 \A1;80 \A1;80 \A1;5 \A1;30 \A1;40 \A1;30 \A1;60 \A1;300×11=3300 \A1;3580 \A1;1200 \A1;1060 \A1;510 \A1;492 \A1;468 c/c \A1;450 c/c \A1;180 \A1;335 \A1;40° \A1;450 \A1;610 \A1;65 \A1;490 \A1;25 \A1;85 \A1;160 \A1;25 \A1;70 \A1;30 \A1;80 \A1;165 \A1;610 \A1;450 \A1;380 \A1;450 \A1;625 \A1;200 \A1;200 \A1;200 \A1;365 \A1;160 \A1;135 \A1;1355 \A1;201 \A1;450 \A1;625 \A1;255 \A1;135 \A1;200 \A1;365 \A1;38 \A1;450 \A1;625 \A1;230 \A1;700 \A1;85 \A1;250 \A1;450 \A1;625 \A1;85 \A1;710 \A1;200 \A1;200 \A1;347 \A1;200 \A1;250 \A1;450 \A1;625 \A1;180 \A1;216 \A1;450 \A1;450 \A1;150 \A1;900 \A1;1000 \A1;150 \A1;58 \A1;38 \A1;100 \A1;160 \A1;3000 \A1;38 \A1;100 \A1;160 \A1;100 \A1;530 \A1;240 \A1;100 \A1;200 \A1;38 \A1;100 \A1;160 \A1;40 \A1;40 \A1;80 \A1;\U+220532 \A1;\U+220550 \A1;5 \A1;100 \A1;100 \A1;38 \A1;100 \A1;160 \A1;100 \A1;1055 \A1;38 \A1;100 \A1;160 \A1;35° \A1;200 \A1;240 \A1;100 \A1;120 \A1;100 \A1;52 \A1;850 \A1;1150 \A1;1000 \A1;1000 \A1;625 \A1;450 \A1;2350 \A1;26 \A1;120 \A1;32 \A1;61 \A1;1400 \A1;1000 \A1;1150 \A1;850 \A1;150 \A1;80 \A1;220 \A1;80 \A1;82 \A1;225 \A1;80 \A1;185 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;850 \A1;1130 \A1;1000 \A1;650 \A1;120 \A1;50 \A1;650 \A1;740 \A1;10 \A1;1015 \A1;1745 \A1;70 \A1;13 \A1;180 \A1;60 \A1;75 \A1;360 \A1;94 \A1;94 \A1;210 \A1;10 \A1;12 \A1;360 \A1;270 \A1;100 \A1;55 \A1;30 \A1;30 \A1;270 \A1;30 \A1;30 \A1;360 \A1;30 \A1;210 \A1;30 \A1;10 \A1;100 \A1;70 \A1;90 \A1;80 \A1;38 \A1;12 \A1;80 \A1;260 \A1;30 \A1;20 \A1;20 \A1;12 \A1;160 \A1;12 \A1;370 \A1;10 \A1;210 \A1;160 \A1;250 \A1;55 \A1;370 \A1;370 \A1;52 \A1;1430 \A1;120 \A1;52 \A1;84 \A1;140 \A1;22 \A1;15 SEE PAGE: ## SEE PAGE: ## 5 5 5 \A1;REQUIRED 4 pcs AS SHOWN \A1;SCALE: 1_20 1 CH.120×52 LG.1430 1 CH.120×52 LG.1430 1 CH.120×52 LG.1430 1 CH.120×52 LG.1430 5 5 4 4 4 5 A — B 002 GRTG. SPAN GRTG. SPAN GRTG. SPAN HANDRAIL #1 SEE PAGE: 06 HANDRAIL #3 SEE PAGE: 07 HANDRAIL #4 SEE PAGE: 07 1 — 2 002 5 5 CAGE HOOPS: 65 x 6 FLAT BAR CAGE VERTICALS: 50 x 6 FLAT BAR 5 5 PLATFORM GENERAL PLAN 5 5 5 5 5 5 5 5 \U+2104 BACKCAGE 5 75×75 HANDRAIL #3 SEE PAGE: 09 HANDRAIL #2 SEE PAGE: 08 HANDRAIL #1 SEE PAGE: 08 5 KICK PL6x100 KICK PL6x100 A — SECTION RIGHT SIDE VIEW SCALE: 1_30 4 75×75 75×75 5 5 5 9 2 C — SECTION FRONT VIEW SIDE SCALE: 1_20 5 5 5 POST DN.32 CH. 120×52 EXISTING GRTG B 001 SECTION FRONT VIEW SIDE SCALE: 1_20 KICK PL6x100 5 5 KICK PL6x100 TOP OF GRTG SEE PAGE: \U+2104 LADDER & GATE <> c/c 5 <> CLEAR <> CLEAR HANDRAIL #4 SEE PAGE: 09 1 CH. 120×52 LG. 1430 CH.120×52 CH.120×52 5 CH.120×52 5 5 5 GRTG. SPAN GRTG. SPAN 5 5 5 5 5 5 1 1 5 3 1 1 4 5 EXISTING CONCRETE 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 GRTG. SPAN GRTG. SPAN GRTG. SPAN 5 5 5 CAP. <> 5 CAP. <> GRATING NOTES: 1. GRATING SHALL BE HOT DIP GALVANIZED STEEL 32mm x 5mm: \A1;GRATING CONNECTION DETAIL BEARING BARS AT 30mm c/c; CROSS BARS AT 100mm c/c. PLAN OF PLATFORM`S BEAM & GRATING G1 G2 G3 5 MATERIAL LIST NOTE: & 4 HANGER SUPPORT. THERE IS THE MATERIAL LIST JUST FOR 1 PLATFORM HANDRAIL #4 SEE PAGE: 09 5 3 4 CH. 120×52 5 5 5 5 5 5 5 CH. 120×52 GRTG. SPAN 2 K — K — SECTION RIGHT SIDE VIEW SCALE: 1_30 5 5 5 1 CH. 120×52 LG. 1430 4 3 75×75 LG. 1150 75×75 LG. 990 E — 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E — SECTION FRONT VIEW SIDE SCALE: 1_20 2 001 DETAIL SCALE: 1_20 C — 1 — DETAIL SCALE: 1_20 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 \U+2104 \U+2104 5 5 5 5 5 5 5 5 1 \A1;REQUIRED 4 pcs AS SHOWN CH. 120×52 LG.1430 \A1;SCALE: 1_20 5 5 5 5 5 5 2 \A1;REQUIRED 4 pcs AS SHOWN CH. 120×52 LG.1760 \A1;SCALE: 1_20 5 5 5 5 3 \A1;REQUIRED 2 pcs AS SHOWN Angle. 75×75 LG.990 \A1;SCALE: 1_20 5 5 4 \A1;REQUIRED 2 pcs AS SHOWN Angle. 75×75 LG.1150 \A1;SCALE: 1_20 5 5 \A1;REQUIRED 2 pcs AS SHOWN Angle. 75×75 LG.840 \A1;SCALE: 1_20 5 1 1 5 5 5 5 5 5 5 5 7 1 8 5 5 5 5 5 6 7 7 7 8 8 6 HILTI HIT-HY-200-A ADHESIVE ANCHOR, EMBEDMENT DEPTH 120mm; HIS-N M14 BOLTS, 32pcs PL. 240x100x12 5 PL. 360x270x10 PL. 240x100x12 16pcs PL.240x100x12 16pcs CH. 120×52 HOLE FOR HILTI HIT-HY-200-A ADHESIVE ANCHOR, EMBEDMENT DEPTH 120mm; HIS-N M14 BOLTS, 32pcs 5 5 5 2 CH. 120×52 LG. 1760 CH. 120×52 LG. 1430 6 \W7.04762; HILTI HIT-HY-200-A \W7.09524; ADHESIVE ANCHOR, \W7.04762; EMBEDMENT DEPTH 120mm; \W7.04762; HIS-N M14 BOLTS, 32pcs \W7.04762; HILTI HIT-HY-200-A \W7.09524; ADHESIVE ANCHOR, \W7.04762; EMBEDMENT DEPTH 120mm; \W7.04762; HIS-N M14 BOLTS, 32pcs 7 8 6 5 5 5 5 3 — DETAIL SCALE: 1_30 3 — 4 — 1 CH. 120×52 LG. 1430 CH. 120×52 LG. 1760 9 5 9 PL. 145x52x10 4pcs 6 8 7 6 8 7 EXISTING CONCRETE EXISTING CONCRETE \U+2104 \U+2104 5 5 5 5 5 PIPE DN.32 FOR HANDRAIL 5 5 5 5 5 5 5 PIPE DN.50 PIPE DN.32 G — H — F — G — SECTION FRONT VIEW SIDE SCALE: 1_20 H — SECTION FRONT VIEW SIDE SCALE: 1_20 5 3 3 3 3 5 5 5 5 5 5 HILTI HIT-HY-200-A ADHESIVE ANCHOR, EMBEDMENT DEPTH 120mm; HIS-N M14 BOLTS, 32pcs HILTI HIT-HY-200-A ADHESIVE ANCHOR, EMBEDMENT DEPTH 120mm; HIS-N M14 BOLTS, 32pcs 5 5 5 5 5 5 D — 6 6 6 D — SECTION RIGHT VIEW SIDE SCALE: 1_20 \W8.35714; 1. GRATING SHALL BE \W8.40476; HOT DIP GALVANIZED \W8.42857; STEEL 32mm x 5mm: \W8.40476; BEARING BARS AT \W8.42857; 30mm c/c; CROSS \W8.40476; BARS AT 100mm c/c. 3 75×75 LG. 990 10 5 5 5 5 10 \A1;REQUIRED 8 pcs AS SHOWN PL. 70x60x10 \A1;SCALE: 1_20 PL. 70x60x10 1 HANDRAIL #2 SEE PAGE: 06 NOTES \W8.76190; 1. SAFE WORKING LOAD OF THE PLATFORM IS \W8.83333; 300kg (2 WORKERS) 5 \U+2104 BACKCAGE 300×11=<> 5 5 5 L6 L7 65 x 6 FLAT BAR CAGE HOOPS: TIES: 65 x 10 FLAT BAR d14 – 2 HL”S FOR M12 BOLT L4 TIES: 75 x 12 FLAT BAR d14 – 2 HL”S FOR M12 BOLT L3 RAILS: 65 x 10 FLAT BAR L1 1 1 5 5 L2 5 <> c/c 5 11 SPACES @ 300 5 RUNGS: 20mm DIA. KNURLED BAR TIES: 65 x 10 FLAT BAR L4 L5 50 x 6 FLAT BAR CAGE VERTICALS: L5 L 160x100x10 L8 L 80x50x10 L8 5 5 5 EXTENSION SPRING FARSIDE: McMASTER CARR 9640K144 OR EQUAL 5 5 <> c/c <> c/c HINGES: CONNECT TO SAFETY GATE P2 P1 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_30 ASS’Y SAFETY GATE 5 CAGE HOOPS: 65 x 6 FLAT BAR CAGE VERTICALS: 50 x 6 FLAT BAR L7 L5 5 5 5 5 5 5 HANDRAIL #3 SEE PAGE: ## HANDRAIL #3 SEE PAGE: ## \U+2104 LADDER & BACKCAGE 5 5 5 SAFETY GATE SEE PAGE: \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_30 PLAN OF BACKCAGE & SAFETY GATE \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_30 ASS’Y LADDER & BACKCAGE 5 5 5 5 M — L 160x100x10 5 5 RAILS: 65 x 10 FLAT BAR L1 L8 22 DIA HOLE FOR HILTI KWIK-BOLT KB3 16-150 OR APPROVED EQUAL 18 DIA HOLE RAILS: 65 x 10 FLAT BAR L1 L 160x100x10 L8 5 — DETAIL SCALE: 1_30 M — SECTION RIGHT VIEW SIDE SCALE: 1_30 5 — 5 5 5 \A1;REQUIRED 2 pcs AS SHOWN \A1;SCALE: 1_30 SECTION OF CONCRETE CONCRETE BASE GRADE C20 /B25/ SIZE: 0.36m3 5 5 65 x 6 FLAT BAR CAGE HOOPS: 65 x 6 FLAT BAR CAGE HOOPS: KICK PL6x100 5 5 5 5 5 5 END OF PIPE TO BE PROFILED BEFORE WELDING TYP. TYP. RAIL DN. 32 P1 STD ELBOW 90° P3 P2 P4 P4 P1 P5 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 ASS’Y HANDRAIL #4 5 5 5 5 5 5 5 5 5 KICK PL6x100 5 5 5 5 END OF PIPE TO BE PROFILED BEFORE WELDING TYP. P1 P2 P4 P1 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 ASS’Y HANDRAIL #1 5 5 N — 5 5 5 5 5 5 5 N — SECTION RIGHT VIEW SIDE SCALE: 1_20 TYP. TYP. P5 RAIL DN. 32 RAIL DN. 32 POST DN. 32 POST DN. 32 POST DN. 32 POST DN. 32 POST DN. 32 POST DN. 32 RAIL DN. 32 P5 P4 P6 P2 P2 P3 STD ELBOW 90° STD ELBOW 90° P3 P2 P2 P7 P1 P5 P6 5 5 5 5 5 5 5 5 END OF PIPE TO BE PROFILED BEFORE WELDING TYP. P1 P2 P4 P1 P5 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 ASS’Y HANDRAIL #2 5 RAIL DN. 32 RAIL DN. 32 POST DN. 32 POST DN. 32 P4 P2 P3 STD ELBOW 90° POST DN. 32 5 5 5 5 5 5 5 5 5 5 P1 P4 P1 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 ASS’Y HANDRAIL #3 5 RAIL DN. 32 POST DN. 32 POST DN. 32 P4 P3 STD ELBOW 90° POST DN. 32 5 P5 P2 P5 5 RAIL DN. 32 POST DN. 32 POST DN. 32 P4 POST DN. 32 P2 P — P3 STD ELBOW 90° 5 5 TYP. TYP. TYP. P2 5 5 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 ASS’Y KICK PLATE 150 Q — 900 1000 150 TYP. 5 65 x 10 FLAT LG.160 P1 P5 P2 P2 P3 STD ELBOW 90° RAIL DN. 32 800 TYP. TYP. 5 5 5 KICK PL.6×100 65×10 FLAT LG.160 Q — SECTION RIGHT VIEW SIDE SCALE: 1_20 5 5 P1 65 x 10 FLAT LG.160 3000 LG. 3000 MATERIAL LIST NOTE: THIS DRAWING SHALL BE USED FOR 4 PLATFORMS THERE IS THE MATERIAL LIST JUST FOR 1 PLATFORM F — SECTION RIGHT VIEW SIDE SCALE: 1_20 DETAIL OF HANDRAIL 4 — DETAIL SCALE: 1_30 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 TOEBOARD FOR HANDRAIL #1 65 x 10 FLAT LG.160 KICK PL6x100 \W8.52381; NOTES: \W8.55952; TOEBOARD SHALL BE INSTALLED \W8.53571; ON PLATFORM`S FRAM /CHANNEL & ANGLE/ TYP. 5 5 5 KICK PL.6×100 65×10 FLAT LG.160 LG. 2230 5 5 5 5 5 KICK PL6x100 5 5 5 TYP. 5 5 5 KICK PL.6×100 65×10 FLAT LG.160 LG.1270 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 TOEBOARD FOR HANDRAIL #2 P7 TYP. TYP. \W8.04762; NOTES: \W8.09524; TOEBOARD SHALL BE INSTALLED \W8.06349; ON PLATFORM`S FRAM /ANGLE/ \U+2104 5 5 5 5 5 PIPE DN.32 FOR HNDL 5 5 PIPE DN.50 PIPE DN.32 5 5 5 5 \W8.74603; NOTES: \W8.79365; TOEBOARD SHALL BE INSTALLED \W8.76190; ON PLATFORM`S FRAM /CHANNEL/ KICK PL6x100 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 TOEBOARD FOR HANDRAIL #4 TYP. TYP. 5 5 5 LG. 810 P6 KICK PL6x100 5 5 5 5 5 5 KICK PL.6×100 65×10 FLAT LG.160 LG.1270 \A1;REQUIRED 1 pcs AS SHOWN \A1;SCALE: 1_20 TOEBOARD FOR HANDRAIL #2 TYP. \W8.52381; NOTES: \W8.55952; TOEBOARD SHALL BE INSTALLED \W8.53571; ON PLATFORM`S FRAM /CHANNEL & ANGLE/ KICK PL6x100 LG. 1685 KICK PL6x100 LG. 1230 KICK PL6x100 LG. 2230 6 — 6 — DETAIL SCALE: 1_20 R — SECTION RIGHT VIEW SIDE SCALE: 1_20 R — PL.60x30x10 CH. 120×52 CH. 120×52 K’ 003 SECTION RIGHT SIDE VIEW SCALE: 1_30 5 5 \U+2104 \U+2104 5 5 5 5 COTTER NOTES \W8.76190; 1. SAFE WORKING LOAD OF THE PLATFORM IS \W8.83333; 300kg (2 WORKERS) \W8.76190; 1. SAFE WORKING LOAD OF THE PLATFORM IS \W8.83333; 300kg (2 WORKERS) 5 5 5 5 5 5 5 5 5 5