S3301图纸.pdf

3008a3009c3010a P21a P21b P22a 1 P22c P23a 1 P23c P24b BOF EL 1500 450 600 600 600 THIS DWG BOF EL 1500 BOF EL 1500 BOF EL 1500 1 ALL DIMENSIONS ELEVATIONS ARE IN MILLIMETERS AND COORDINATES ARE IN METERS UNLESS NOTED OTHERWISE 2 ELEVATIONS FOR UGCC HDPE PLANT LPP GL 0 00 MM EL 0 00 MM MSL 123000 MM HPP EL 150 MM 3 FOR GENERAL NOTES REFER STANDARD DWG NO SEC A15 CA 1 3001 SEC A15 CA 1 3002 124 DEC 2013REVISED AS PER MARKADK J LEEM H JEONG 011 DEC 2013ISSUED FOR CONSTRUCTIONADK J LEEM H JEONG A16 AUG 2013ISSUED FOR DESIGNKRK J LEEM H JEONG MEMBER LIST MARKSDESIGNATIONCONN TYPEREMARKSMEMBER F12300 2300 F22700 2700 F33200 2600 F41500 1500 RC1500 500 RC2500 500 R1 UNIT NO SECL JOB NO SC 2529 CLASSREV NO SEC A30 CE 1 4001 SCALE 1 100 A30 ENGINEERING SAMSUNG UGCC GSP AND POLYMER PROJECT Chemical Uz Kor Gas DRAWING NO Rev DateDescriptionApprovedPreparedCheckedReviewed FOUNDATION ARRANGEMENT PLAN S3301 HEXANE DRYER STRUCTURE ABCDEFGHIJ 7 6 5 4 3 2 1 7 6 5 4 3 2 1 ABCDEFGHIJ REF NO NOTES REFERENCE DRAWINGS DWG NO SEC A30 CE 1 4002 TO 4003 SEC A30 CB 0 1011 TO 1014 SEC A15 CA 1 3001 TO 3027 SEC A30 GB 0 1001 TITLE KEY PLAN NORTH PLANT WIND PREVAILING 1 2 3 4 OVERALL PLOT PLAN STANDARD DRAWINGS FOUNDATION LOCATION PLAN FOUNDATION DETAILS RC2 P21 E385 000 N381 000 F3 F2 F3 F2 F2 F2 F4 F4 F1F1 F1 F1 RC2RC2 RC2RC2 RC1RC1 RC1 FOUNDATION ARRANGEMENT PLAN S 1 100B O F EL 1500 1210 1600 1350 13501350 FOR DETAIL OF LADDER PEDESTAL REFER DWG NO SEC A15 CA 1 3022 400025003000300025006000 21000 65002500 9000 FOR DETAIL OF STAIR PEDESTAL REFER DWG NO SEC A15 CA 1 3021 RC1 BY CIVIL FOUNDATION FOR C 3702 P21 RC2 1600 13001300 1350 11501150 11501150 295 750 750 750 750 150450 400225 100800 REF PAVEMENT DWG D16 200 BOTHWAYS A S 1 30 SECTION 2 D10 TYP B 600 200 MIN S 1 30 PLAN FDN COL A 300 TYP F1 9003700 500 500 50 CL TYP 2300 C 50 CL D12 200 BOTHWAYS D16 200 BOTT D12 200 TOP REF PAVEMENT DWG D16 200 BOTHWAYS D S 1 30 SECTION 2 D10 TYP E 600 200 MIN S 1 30 PLAN FDN COL D 300 TYP F2 9003700 500 500 50 CL TYP 2300 F 50 CL D12 200 BOTHWAYS D16 200 BOTT D12 200 TOP 11 1 MARKS REF NO REFERENCE DRAWING DWG NO TITLE 1 M E M B E R L I S T REMARKSMEMBERMARKSDESIGNATIONCONN TYPE 2300 2300 600F1FOOTINGB O F EL 1500 500 500RC1COLUMN 2700 2700 600F2FOOTINGB O F EL 1500 500 500RC2COLUMN 2 THIS DRAWING SHALL BE READ IN CONJUCTION WITH DWG NO SEC A30 CE 1 4001 2 1 COORDINATES ARE IN METERS UNLESS NOTED OTHERWISE ALL DIMENSIONS ELEVATIONS ARE IN MILLIMETERS AND NOTES A16 AUG 2013ISSUED FOR DESIGN REBARS TIES SHALL BE LOCALLY ADJUSTED TO CLEAR LUGS FOR INSERT PLATE ANCHOR BOLTS 4 022 NOV 2013 ISSUED FOR CONSTRUCTION COMPRESSIVE STRENGTH CYLINDRICAL OF CONCRETE AT 28 DAYS3 STRUCTURAL CONCRETE Fc 31 MPa LEAN CONCRETE Fc 17 MPa F1 REBAR DETAILRC1F2 REBAR DETAILRC2 SEC A30 CE 1 4001FOUNDATION ARRANGEMENT PLAN SEC A15 CA 1 3001 TO 3006STANDARD DRAWINGS SEC A30 CE 1 4004GIRDER LIST SEC A30 CD 1 4022 TO 4024FRAMING PLAN ELEVATIONS 3 4 1124 DEC 2013 REVISED AS PER MARK REF PAVEMENT DWG D16 200 BOTHWAYS A S 1 30 SECTION 2 D10 TYP B 600 200 MIN S 1 30 PLAN FDN COL A 300 TYP F3 9003700 500 500 50 CL TYP 2300 C 50 CL D12 200 BOTHWAYS D16 200 BOTT D12 200 TOP FDN PED FDN PED S 1 30 PLAN D16 200 BOTT D16 200 BOTT REF PAVEMENT DWG PROTECTION COATING TYP 8 D16 D10 200 BITUMEN 2PLY 200 MIN F4 1 1 MARKS REF NO REFERENCE DRAWING DWG NO TITLE 1 M E M B E R L I S T REMARKSMEMBERMARKSDESIGNATIONCONN TYPE 3200 2600 600F3FOOTINGB O F EL 1500 500 500RC2COLUMN 1500 1500 450F4FOOTINGB O F EL 1500 400 400P21COLUMN 2 THIS DRAWING SHALL BE READ IN CONJUCTION WITH DWG NO SEC A30 CE 1 4001 2 1 COORDINATES ARE IN METERS UNLESS NOTED OTHERWISE ALL DIMENSIONS ELEVATIONS ARE IN MILLIMETERS AND NOTES A16 AUG 2013ISSUED FOR DESIGN REBARS TIES SHALL BE LOCALLY ADJUSTED TO CLEAR LUGS FOR INSERT PLATE ANCHOR BOLTS 4 022 NOV 2013 ISSUED FOR CONSTRUCTION COMPRESSIVE STRENGTH CYLINDRICAL OF CONCRETE AT 28 DAYS3 STRUCTURAL CONCRETE Fc 31 MPa LEAN CONCRETE Fc 17 MPa F3 REBAR DETAILRC2F4 REBAR DETAILP21 SEC A30 CE 1 4001FOUNDATION ARRANGEMENT PLAN SEC A15 CA 1 3001 TO 3006STANDARD DRAWINGS SEC A30 CE 1 4004GIRDER LIST SEC A30 CD 1 4022 TO 4024FRAMING PLAN ELEVATIONS 3 4 1124 DEC 2013 REVISED AS PER MARK MARK MARK PART SHAPE STIRRUP BOTT BAR TOP BAR MARK PART SHAPE STIRRUP BOTT BAR TOP BAR PART SHAPE STIRRUP BOTT BAR TOP BAR D10 200 6 D22 4 D22 4 D22 4 D22 D10 200D10 200 4 D25 4 D25 RG1RG2 MID BAR MID BAR MID BAR MARK PART SHAPE STIRRUP BOTT BAR TOP BAR MID BAR 1 2 MARKS REF NO REFERENCE DRAWING DWG NO TITLE 1 A SEC A30 CD 1 4021 TO 4024FRAMING PLAN ELEVATIONS 2 SEC A15 CA 1 3001 TO 3027STANDARD DRAWINGS M E M B E R L I S T REMARKSMEMBERMARKSDESIGNATIONCONN TYPE 16 AUG 2013ISSUED FOR DESIGN K J LEE M H JEONGKR COLUMN GIRDER LIST 400 600RG1 NOTES ELEVATION FOR UGCC PLANT LPP GL 0 00 MM EL 0 00 MM MSL 123000 MM 2 COMPRESSIVE STRENGTH CYLINDRICAL OF CONCRETE AT 28 DAYS4 STRUCTURAL CONCRETE f c 31 MPa 1 COORDINATES ARE IN METERS UNLESS NOTED OTHERWISE ALL DIMENSIONS ELEVATIONS ARE IN MILLIMETERS AND LEAN CONCRETE f c 17 MPa HPP EL 150 MM 3 SEC A15 CA 1 3001 SEC A15 CA 1 3002 FOR GENERAL NOTES REFER STANDARD DWG NO 6 FOR DETAIL OF RC BEAM COLUMN JUCTION LOCATION AND EXTENT OF REINFORCEMENT IN END CENTRAL REGIONS REFER DWG NO SEC A15 CA 1 3005 5 REBARS STIRRUPS TIES SHALL BE LOCALLY ADJUSTED TO CLEAR LUGS FOR INSERT PLATE TIE ROD FOR BRACKETS AND ANCHOR BOLTS 400 600RG2 024 DEC 2013 ISSUED FOR CONSTRUCTION K J LEE M H JEONGAD 6500 L150 90 9 TYP 6500 EL 0 00 L P P EL 3700 T O C EL 5975 T O C LINE P21a INSERT PLATE ELEVATION S 1 50 T O IP EL 3500 IP TYPE C AT 4 CORNERS T O IP EL 4000 TYP IP TYPE C AT 4 CORNERS T O IP EL 5850 TYP 40001850 T O IP EL 2900 A S 1 10 SECTION EL 3700 T O C 150 90 ANCHOR BAR D10 300 C C 6500 EL 0 00 L P P EL 3700 T O C EL 5975 T O C LINE P21b INSERT PLATE ELEVATION S 1 50 IPS 2 F S IPS 2 F S 185033001350 A L150 90 9 N S TYP IPS 2 F S T O IP EL 2530 T O IP EL 3500 IP TYPE E N S T O IP EL 500 IP TYPE C AT 4 CORNERS T O IP EL 2000 TYP 162516251625 AT 2 CORNERS IP TYPE C IP TYPE C AT 4 CORNERS T O IP EL 4000 TYP IP TYPE C AT 4 CORNERS T O IP EL 5850 TYP 1625 500200018501500 6500 EL 0 00 L P P EL 3700 T O C EL 5975 T O C LINE P22c INSERT PLATE ELEVATION S 1 50 IPS 2 B S IPS 2 B S 185033001350 IPS 2 B S T O IP EL 2530 L150 90 9 N S TYP IP TYPE C AT 4 CORNERS T O IP EL 2000 TYP 162516251625 AT 2 CORNERS IP TYPE C IP TYPE C AT 4 CORNERS T O IP EL 4000 TYP IP TYPE C AT 4 CORNERS T O IP EL 5850 TYP 1625 200020001850 200 70 5050200 5025050 5050 350 100 B S 1 10 SECTION1 S 1 10 IP TYPE C DETAIL 2 S 1 10 IP TYPE E DETAILC S 1 30 SECTION B C 5020050 10 3 S 1 10 IP TYPE D DETAILD S 1 30 SECTION E S 1 10 SECTION D E REF NO REFERENCE DRAWING DWG NO TITLE 1 A16 AUG 2013ISSUED FOR DESIGN 2 SEC A15 CA 1 3001 TO 3027STANDARD DRAWINGS M E M B E R L I S T REMARKSMEMBER MARKSDESIGNATION F S FAR SIDE N S NEAR SIDE B S BOTH SIDE 500 500 400 600RG1 400 600 RG2 500 500 RC2 NOTES SEC A30 CE 1 4001 TO 4002FDN ARRANGEMENT PLAN DETAILS SEC A30 CD 1 4021 TO 4024FRAMING PLANS ELEVATIONS SEC A30 CE 1 4006INSERT PLATE DETAIL 2 3 4 THIS DRAWING SHALL BE READ IN CONJUCTION SEC A30 CE 1 4001 2 3 COORDINATES ARE IN METERS UNLESS NOTED OTHERWISE ALL DIMENSIONS ELEVATIONS ARE IN MILLIMETERS AND STIRRUPS TIES SHALL BE LOCALLY ADJUSTED TO CLEAR LUGS FOR INSERT PLATE TIE ROD FOR BRACKET AND ANCHOR BOLTS 4 ABBREVIATION OF INSERT PLATES 1 IPT IPS IPH REFER STANDARD DRAWING NO SEC A15 CA 1 3027 024 DEC 2013 ISSUED FOR CONSTRUCTION RC1 6500 EL 0 00 L P P EL 3700 T O C EL 5975 T O C LINE P23c INSERT PLATE ELEVATION S 1 50 IPS 2 N S IPS 2 N S 185033001350 IPS 3 F S IPS 3 F S 220026001700 IPS 2 N S T O IP EL 2530 L150 90 9 N S TYP T O IP EL 3500 IP TYPE E N S T O IP EL 500 T O IP EL 3500 IP TYPE C AT 4 CORNERS T O IP EL 2000 TYP 162516251625 AT 2 CORNERS IP TYPE C IP TYPE C AT 4 CORNERS T O IP EL 4000 TYP IP TYPE C AT 4 CORNERS T O IP EL 5850 TYP 1625 500200018501500 525 IPS 1 F S 4000 EL 0 00 L P P EL 3700 T O C EL 5975 T O C LINE 3008a INSERT PLATE ELEVATION S 1 50 550055006000 650100065065010008502575850875850850 IPS 1 N S L150 90 9 F S TYP 70065010006506501000850700 T O IP EL 5900 IP TYPE C AT 4 CORNERS T O IP EL 2000 TYP 200020002000 AT 2 CORNERS IP TYPE C IP TYPE C AT 4 CORNERS T O IP EL 4000 TYP IP TYPE C AT 4 CORNERS T O IP EL 5850 TYP 200020001850 17502000175017502000175020002000 T O IP EL 5900 1770 IPS 3 F S LINE 3009c INSERT PLATE ELEVATION S 1 50 4000 EL 0 00 L P P EL 3700 T O C EL 5975 T O C 550055006000 65010006506501000850850850875800925625450 IPS 1 F S 70065010006506501000850700625 IPS 1 N S T O IP EL 2530 IPS 2 N S T O IP EL 3730 IPT 3 N S T O IP EL 2100 IPT 3 N S T O IP EL 5150 T O IP EL 5900 T O IP EL 5900 IP TYPE E N S T O IP EL 500 L150 90 9 N S TYP IP TYPE C AT 4 CORNERS T O IP EL 2000 TYP 200020002000 AT 2 CORNERS IP TYPE C IP TYPE C AT 4 CORNERS T O IP EL 4000 TYP IP TYPE C AT 4 CORNERS T O IP EL 5850 TYP 50020001850 17502000175017502000175020002000 1500 6500 EL 0 00 L P P EL 3700 T O C EL 5975 T O C LINE P24b INSERT PLATE ELEVATION S 1 50 IPS 3 N S IPS 3 N S 220026001700 L150 90 9