Stadium DWG Plan for AutoCAD

Stadium DWG Plan for AutoCAD

Framing Plan and Section of out door Stadium

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

makkah, partial ground floor framing plan, part of, legend, contract design drawings reference:, notes:, top reinforcement in slabs shall be maintainted in position with the use of sized and, spaced to provide adequate support working loads., slabs on, accordance with the following., steel reinforcement, all dimensions are shown in millimeters and levels are in unless otherwise specified., cast in place concrete:, this drawing shall be with relevant electrical and, precast drawing., concrete cover to reinforcement unless shown on the drawings shall be maintainted in, concrete protection:, bottom of foundations, footings were designed for net allowable bearing capacity of soil., with site layout drawing for location., wall col below, mpa for columns and beams and slab on water tanks., unless otherwise shown or the concrete design cylinder compressive, strength at days should be as follows:, mpa for lean catch basins side walks., welded wire fabric shall conform to astm, reinforcing steel shall conform to astm deformed steel grade, beam and column above, cement, for all concrete cement shall be used for all concrete in contact with, slab wall above, ground. all others shall be cement., soh, for approval, cha, key plan, partial ground floor framing plan, part of, king khalid university, hgvdhqå, stadium, ohg, dr. tarek m.a shawaf c.e, phone fax, p.o. box kingdom of saudi arabia, saudi consulting services, shop drawings reference:, master partial column axes, master foundation ground floor framing plan, ground level setting out plan, schedule, column details, note all the elevator sizes their pit depth to be confirmed by the approved elevator supplier prior casting foundation for elevators. note for r.c. wall details also refer drawing nos. to note exact location of pads refer mechanical drawings, partial column and axes layout, master column and axes layout, partial foundaiton layout, master foundation layout, ground floor slab sectional details, column reinforcement details, shearwall elevation reinforcement details, drawing title, contractor, al rashid trading contracting co., rtcc, tel: fax:, p.o.box riyadh, saudi arabia, project, transmittal no:, dwg. no., arch., coordination, elect., mech., rev. no., scale, date, engg. mgr., king khalid university sports city, client, consultant, shop drawing, king khalid university, the university campus, structural, ministry of higher education, kingdom of saudi arabia, bldg ref., cad by, date, chkd., revisions, status, date, no., soh, cha, revised as per consultant’s comments, partial ground floor framing plan, part of, legend, contract design drawings reference:, notes:, top reinforcement in slabs shall be maintainted in position with the use of sized and, spaced to provide adequate support working loads., slabs on, accordance with the following., steel reinforcement, all dimensions are shown in millimeters and levels are in unless otherwise specified., cast in place concrete:, this drawing shall be with relevant electrical and, precast drawing., concrete cover to reinforcement unless shown on the drawings shall be maintainted in, concrete protection:, bottom of foundations, footings were designed for ne

Raw text data extracted from CAD file:

N MAKKAH P1 P2 P3 P4 P5 P6 P7 P8 P9 PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 1 OF 9 ) A S-112A 1:100 15-03-2013 SD-SS03-S-112A R1 SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL R0 CHA KEY PLAN PARTIAL GROUND FLOOR FRAMING PLAN PART (1 OF 9) KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 9 OF 9 ) A S-120A LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 1:100 SD-SS03-S-120A SS03-STRU-R005 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg PARTIAL GROUND FLOOR FRAMING PLAN PART (9 OF 9) DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 6 OF 9 ) A S-117A LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 1:100 SD-SS03-S-117A SS03-STRU-R005 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg PARTIAL GROUND FLOOR FRAMING PLAN PART (6 OF 9) DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 7 OF 9 ) A S-118A LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 1:100 SD-SS03-S-118A SS03-STRU-R005 20-13-12 SOH FOR APPROVAL 0 CHA KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg PARTIAL GROUND FLOOR FRAMING PLAN PART (7 OF 9) DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 4 OF 9 ) A S-115A 1:100 SD-SS03-S-115A SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN PARTIAL GROUND FLOOR FRAMING PLAN PART (4 OF 9) KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 5 OF 9 ) A S-116A 1:100 SD-SS03-S-116A SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN PARTIAL GROUND FLOOR FRAMING PLAN PART (5 OF 9) KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 2 OF 9 ) A S-113A 1:100 SD-SS03-S-113A SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN PARTIAL GROUND FLOOR FRAMING PLAN PART (2 OF 9) KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 3 OF 9 ) A S-114A 1:100 SD-SS03-S-114A SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN PARTIAL GROUND FLOOR FRAMING PLAN PART (3 OF 9) KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS PARTIAL GROUND FLOOR FRAMING PLAN 1:100 PART ( 8 OF 9 ) A S-119A LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 1:100 SD-SS03-S-119A SS03-STRU-R005 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg PARTIAL GROUND FLOOR FRAMING PLAN PART (8 OF 9) DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS 6000.000000000058 6000.0 5999.999999999942 6000.0 5999.999999999709 6000.0 6000.0 6000.0 6000.0 6000.000000000058 6000.0 6000.0 6000.0 91700.00000000012 C18 SS03 C17 SS03 C16 SS03 C15 SS03 C14 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C7 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 6000.0 6000.0 5100.0 9500.0 7500.000000391796 Y1 SS03 Y2 SS03 Y3 SS03 Y4 SS03 5 C16 SS03 C15 SS03 C14 SS03 C13 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C7 SS03 C6 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 C13 SS03 849.9999999998836 C6 SS03 850.0000000003492 Y1 SS03 Y2 SS03 Y3 SS03 Y4 SS03 1130.0 1130.0 HBsâ fhgÆ\U+0098m Hg\U+0096vf\U+0089m 1 HBsâ fhgÆ\U+0098m Hg\U+0096vf\U+0089m 2 TOP-TITLE BOTTOM TITLE 1:1 1 8888A101 TAKEN1 TAKEN2 TAKEN3 TAKEN4 TAKEN5 METERS 10 5 0 SCALE 1:100 30 METERS 15 10 0 SCALE 1:300 5 WP1 WP2 WP3 5 EL. 100.000 GRD F.F.L. 000 B00 000 B00 000 B00 000 B00 WP0 \A1;850 CAD FILE PATH: DATE PLOTTED: THE SCALE SHOWN IS APPLICABLE IF PRINTED ON A0 SIZE ONLY. DIAMETAR Dia. CANTILEVER BEAM CB CONT CMU CLR CL CONC CIR CONN CONST CONTINUOUS CONCRETE MASONRY UNIT CLEARANCE CONNECTION CONSTRUCTION CIRCLE CONCRETE CLEAR C, COL COLUMN AT DIAMETER ADJACENT NUMBER BLOCK BEAM BUILDING ANCHORAGE BOTTOM OF CENTERLINE @ C L B ANCH BOT.O. BLK BLDG #, NO ADJ DIA.OR d BASEMENT BSMT RB RC REQ REF RFMT RFG RCW SS RS SCHED SECT R ROOF BEAM REFERENCE REINFORCED CONCRETE REINFORCEMENT ROOF SLAB STRUCTURAL SLAB REINFORCED CONCRETE WALL SCHEDULE SECTION REQUIRED ROOFING RADIUS PC PL, MET OPNG MIN MISC MO MJ NTS OC MATL MAX MFTR MEMB MEZZ LEV MEZZANINE MANUFACTURER MISCELLANEOUS MASTIC JOINT NOT TO SCALE ON CENTER MASONRY OPENING P L PLATE PRECAST OPENING MINIMUM MEMBRANE METAL MATERIAL MAXIMUM LEVEL PREMOULDED EXPANSION JOINT PEJ AR ARCHITECT OR ARCHITECTURAL GRADE HOLLOW HORIZONTAL INSULATION LENGTH JOINT CAST-IN-PLACE INTERIOR INTERMEDIATE LINTEL BEAM HEIGHT GRADE BEAM GROUND INSITU L LB INTR INTER JT HOL INS HOR HT GRD GB GR FINISH GRADE LEVEL EQUIPMENT EACH FACE DRAWING FINISH FLOOR LEVEL FOUNDATION EXPANSION JOINT EXTERIOR FOOTING EXISTING EACH WAY FLOOR EQUAL ELEVATION FGL FLR FFL FDN EXT F, FTG EXP. JT. EQPT EXIST EW EQ EL DWG EF DIMENSION DISCONTINUOUS DITTO DOWN DN DIM DISC DO UGW WEB UON VERT WID WWF TYP WP WF UNDER GROUND WATER WALL FOOTING WELDED WIRE FABRIC, WIRE MESH UNLESS OTHERWISE NOTED WORKING POINT WEB BAR WIDTH VERTICAL TYPICAL SHT SUPT STIRR STRUC STIFF STD SWF SYMM TOW TOSS TEMP SUR TB t SW SF SIM STANDARD SLAB THICKNESS SHEAR WALL TEMPERATURE TOP OF STRUCTURAL SLAB TOP OF WALL SHEAR WALL FOOTING SYMMETRY TIE BEAM SURFACE STIRRUPS STRUCTURAL STIFFENER SUPPORT STRIP FOOTING SHEET SIMILAR WPM WATER PROOFING MEMBRANE CT.J. CONSTRUCTION JOINT \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;91700 \A1;6000 \A1;6000 \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;850 \A1;850 \A1;1130 \A1;1130 EL. 100.000 GRD F.F.L. \A1;6000 \A1;8000 \A1;9500 \A1;5100 \A1;6000 \A1;8000 \A1;9500 \A1;5100 \A1;28600 \A1;28600 \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;144° \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;6° \A1;4° \A1;12° \A1;850 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;91700 \A1;6000 \A1;6000 \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;850 \A1;850 \A1;1130 \A1;1130 \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;144° \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;6° \A1;4° \A1;8 \A1;850 \A1;5° \A1;13° \A1;42195 \A1;42195 \A1;65260 \A1;65260 \A1;65260 \A1;65260 \A1;850 \A1;850 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;103700 \A1;6000 \A1;8000 \A1;9500 \A1;5100 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;8000 \A1;9500 \A1;5100 \A1;28600 \A1;28600 \A1;850 \A1;850 \A1;850 \A1;28600 \A1;5100 \A1;9500 \A1;8000 \A1;6000 \A1;300 \A1;855 \A1;200 \A1;250 \A1;150 \A1;800 \A1;150 \A1;200 \A1;3300 \A1;2830 \A1;3300 \A1;1200 \A1;600 \A1;600 \A1;150 \A1;4150 \A1;1350 \A1;1200 \A1;4150 \A1;2230 \A1;1750 \A1;1000 \A1;250 \A1;250 \A1;150 \A1;250 \A1;150 \A1;800 \A1;250 \A1;200 \A1;670 \A1;870 \A1;670 \A1;150 \A1;150 \A1;600 \A1;2085 \A1;700 \A1;700 \A1;750 \A1;2750 \A1;4000 \A1;900 \A1;1200 \A1;1195 \A1;2850 \A1;3175 \A1;250 \A1;250 \A1;1242 \A1;600 \A1;1358 \A1;1121 \A1;1119 \A1;250 \A1;300 \A1;649 \A1;800 \A1;250 \A1;250 \A1;1000 \A1;750 \A1;2650 \A1;1453 \A1;2700 \A1;2775 \A1;836 \A1;850 \A1;250 \A1;2852 \A1;3225 \A1;2200 \A1;4000 \A1;900 \A1;1654 \A1;300 \A1;1224 \A1;750 \A1;5450 \A1;700 \A1;550 \A1;250 \A1;250 \A1;250 \A1;950 \A1;1200 \A1;1200 \A1;1430 \A1;150 \A1;150 \A1;150 \A1;250 \A1;1900 \A1;2500 \A1;2850 \A1;1950 \A1;1200 \A1;4000 \A1;2200 \A1;600 \A1;250 \A1;150 \A1;150 \A1;855 \A1;300 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;250 \A1;150 \A1;250 \A1;150 \A1;200 \A1;150 \A1;855 \A1;200 \A1;200 \A1;150 \A1;150 \A1;1250 \A1;150 \A1;447 \A1;150 \A1;450 \A1;150 \A1;450 \A1;150 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;200 \A1;150 \A1;250 \A1;150 \A1;50 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;250 \A1;150 \A1;250 \A1;150 \A1;600 \A1;600 \A1;600 \A1;250 \A1;150 \A1;1453 \A1;2700 \A1;2775 \A1;600 \A1;600 \A1;600 \A1;800 \A1;200 \A1;150 \A1;250 \A1;150 \A1;900 \A1;600 \A1;150 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;350 \A1;200 \A1;930 \A1;150 \A1;150 \A1;200 \A1;1750 \A1;150 \A1;150 \A1;1635 \A1;1635 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;1030 \A1;1030 \A1;150 \A1;150 \A1;1070 \A1;1060 \A1;150 \A1;150 \A1;250 \A1;150 \A1;1060 \A1;1060 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;1030 \A1;1030 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;250 \A1;250 \A1;150 \A1;1770 \A1;3170 \A1;250 \A1;300 \A1;13° \A1;150 \A1;250 \A1;150 \A1;1634 \A1;1634 \A1;150 \A1;150 \A1;250 \A1;150 \A1;3170 \A1;150 \A1;795 \A1;795 \A1;250 \A1;250 \A1;1565 \A1;1565 \A1;150 \A1;150 \A1;1430 \A1;150 \A1;250 \A1;150 \A1;2310 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;619 \A1;150 \A1;1066 \A1;600 \A1;150 \A1;150 \A1;150 \A1;1285 \A1;150 \A1;150 \A1;150 \A1;605 \A1;702 \A1;150 \A1;700 \A1;2085 \A1;2009 \A1;800 \A1;150 \A1;150 \A1;2935 \A1;150 \A1;645 \A1;1221 \A1;1250 \A1;150 \A1;150 \A1;400 \A1;150 \A1;150 \A1;750 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;250 \A1;250 \A1;150 \A1;150 \A1;250 \A1;250 \A1;150 \A1;550 \A1;755 \A1;150 \A1;150 \A1;1300 \A1;150 \A1;600 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;250 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;970 \A1;1300 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;250 \A1;150 \A1;2535 \A1;2000 \A1;775 \A1;2650 \A1;4000 \A1;600 \A1;150 \A1;150 \A1;2200 \A1;550 \A1;250 \A1;150 \A1;1940 \A1;150 \A1;600 \A1;150 \A1;1375 \A1;1250 \A1;150 \A1;800 \A1;150 \A1;1250 \A1;700 \A1;830 \A1;300 \A1;795 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;1085 \A1;1085 \A1;150 \A1;150 \A1;150 \A1;1085 \A1;1085 \A1;150 \A1;150 \A1;150 \A1;1050 \A1;1050 \A1;150 \A1;150 \A1;250 \A1;150 \A1;1050 \A1;1050 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;1350 \A1;1930 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;670 \A1;150 \A1;900 \A1;350 \A1;150 \A1;1250 \A1;150 \A1;650 \A1;150 \A1;150 \A1;2350 \A1;1930 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;150 \A1;930 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;1950 \A1;1730 \A1;150 \A1;870 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;700 \A1;150 \A1;250 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;150 \A1;250 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;250 \A1;700 \A1;150 \A1;150 \A1;150 \A1;800 \A1;150 \A1;730 \A1;2650 \A1;835 \A1;936 \A1;350 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;600 \A1;150 \A1;900 \A1;150 \A1;150 \A1;150 \A1;150 \A1;650 \A1;350 \A1;150 \A1;800 \A1;150 \A1;150 \A1;200 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;550 \A1;150 \A1;150 \A1;650 \A1;150 \A1;150 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;250 \A1;150 \A1;1565 \A1;1565 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;650 \A1;150 \A1;150 \A1;670 \A1;150 \A1;150 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;600 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;600 \A1;600 \A1;150 \A1;3350 \A1;550 \A1;550 \A1;150 \A1;1000 \A1;300 \A1;2350 \A1;1050 \A1;2250 \A1;1500 \A1;500 \A1;2900 \A1;3400 \A1;2200 \A1;2800 \A1;950 \A1;150 \A1;150 \A1;600 \A1;150 \A1;3000 \A1;1880 \A1;2250 \A1;1350 \A1;1050 \A1;1000 \A1;150 \A1;150 \A1;1800 \A1;3165 \A1;1775 \A1;2670 \A1;2800 \A1;1125 \A1;1975 \A1;1030 \A1;1975 \A1;1125 \A1;1950 \A1;1030 \A1;1950 \A1;1300 \A1;800 \A1;1550 \A1;800 \A1;1550 \A1;800 \A1;755 \A1;2350 \A1;2350 \A1;1575 \A1;1575 \A1;600 \A1;1050 \A1;630 \A1;1450 \A1;1450 \A1;1548 \A1;800 \A1;600 \A1;1000 \A1;600 \A1;700 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;650 \A1;150 \A1;150 \A1;150 \A1;750 \A1;1100 \A1;150 \A1;150 \A1;150 \A1;700 \A1;150 \A1;600 \A1;150 \A1;150 \A1;700 \A1;250 \A1;150 \A1;150 \A1;400 \A1;150 \A1;2450 \A1;800 \A1;3400 \A1;150 \A1;150 \A1;650 \A1;150 \A1;1600 \A1;1300 \A1;580 \A1;1000 \A1;650 \A1;850 \A1;150 \A1;250 \A1;250 \A1;150 \A1;1150 \A1;150 \A1;600 \A1;150 \A1;650 \A1;825 \A1;250 \A1;250 \A1;150 \A1;670 \A1;150 \A1;150 \A1;150 \A1;2800 \A1;150 \A1;1000 \A1;1330 \A1;150 \A1;600 \A1;150 \A1;700 \A1;2300 \A1;2400 \A1;150 \A1;150 \A1;150 \A1;2500 \A1;1350 \A1;150 \A1;150 \A1;750 \A1;150 \A1;900 \A1;150 \A1;150 \A1;1650 \A1;1700 \A1;2650 \A1;2200 \A1;1000 \A1;1650 \A1;1700 \A1;2650 \A1;2200 \A1;4400 \A1;150 \A1;150 \A1;605 \A1;150 \A1;850 \A1;775 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;650 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;150 \A1;600 \A1;150 \A1;600 \A1;150 \A1;150 \A1;750 \A1;150 \A1;150 \A1;550 \A1;550 \A1;150 \A1;2350 \A1;1050 \A1;2250 \A1;1500 \A1;500 \A1;3400 \A1;1870 \A1;2700 \A1;650 \A1;150 \A1;2700 \A1;580 \A1;2250 \A1;1050 \A1;1800 \A1;1030 \A1;800 \A1;1550 \A1;800 \A1;2350 \A1;1575 \A1;700 \A1;1050 \A1;1400 \A1;800 \A1;600 \A1;1000 \A1;600 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;250 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;950 \A1;150 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;150 \A1;150 \A1;700 \A1;150 \A1;600 \A1;150 \A1;150 \A1;700 \A1;250 \A1;150 \A1;150 \A1;150 \A1;2450 \A1;3400 \A1;150 \A1;150 \A1;650 \A1;150 \A1;1600 \A1;1000 \A1;650 \A1;250 \A1;150 \A1;1150 \A1;150 \A1;600 \A1;150 \A1;600 \A1;250 \A1;250 \A1;150 \A1;800 \A1;150 \A1;150 \A1;150 \A1;2800 \A1;150 \A1;1000 \A1;1330 \A1;150 \A1;600 \A1;150 \A1;700 \A1;2320 \A1;2400 \A1;150 \A1;150 \A1;150 \A1;2500 \A1;1350 \A1;150 \A1;150 \A1;150 \A1;1700 \A1;2650 \A1;4400 \A1;150 \A1;150 \A1;605 \A1;150 \A1;850 \A1;775 \A1;150 \A1;250 \A1;150 \A1;150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C18 SS03 C17 SS03 C16 SS03 C15 SS03 C14 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 5 5 C13 SS03 C7 SS03 C6 SS03 5 5 D1 SS03 D2 SS03 D3 SS03 D4 SS03 D5 SS03 D6 SS03 D7 SS03 D8 SS03 D9 SS03 D10 SS03 D11 SS03 D12 SS03 D13 SS03 D14 SS03 D15 SS03 D16 SS03 D17 SS03 D18 SS03 D19 SS03 D20 SS03 D21 SS03 D22 SS03 D23 SS03 D24 SS03 D25 SS03 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z1 SS03 Z2 SS03 Z3 SS03 Z4 SS03 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B1 SS03 B2 SS03 B3 SS03 B4 SS03 B5 SS03 B6 SS03 B7 SS03 B8 SS03 B9 SS03 B10 SS03 B11 SS03 B12 SS03 B13 SS03 B14 SS03 B15 SS03 B16 SS03 B17 SS03 B18 SS03 B19 SS03 B20 SS03 B21 SS03 B22 SS03 B23 SS03 B24 SS03 B25 SS03 X1 SS03 X2 SS03 X3 SS03 X4 SS03 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A20 SS03 A19 SS03 A18 SS03 A17 SS03 A16 SS03 A15 SS03 A13 SS03 A12 SS03 A11 SS03 A10 SS03 A9 SS03 A8 SS03 A5 SS03 A4 SS03 A3 SS03 A2 SS03 A1 SS03 W1 SS03 W2 SS03 W3 SS03 W5 SS03 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A14 SS03 A7 SS03 A6 SS03 5 5 5 B26 SS03 B27 SS03 D26 SS03 D27 SS03 W4 SS03 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Y1 SS03 Y2 SS03 Y3 SS03 Y4 SS03 5 A20 SS03 A19 SS03 A18 SS03 A17 SS03 A16 SS03 A15 SS03 A13 SS03 A12 SS03 A11 SS03 A10 SS03 A9 SS03 A8 SS03 A5 SS03 A4 SS03 A3 SS03 A2 SS03 A1 SS03 A14 SS03 A7 SS03 A6 SS03 A20 SS03 A19 SS03 A18 SS03 A17 SS03 A16 SS03 A15 SS03 A13 SS03 A12 SS03 A11 SS03 A10 SS03 A9 SS03 A8 SS03 A5 SS03 A4 SS03 A3 SS03 A2 SS03 A1 SS03 A14 SS03 A7 SS03 A6 SS03 C18 SS03 C17 SS03 C16 SS03 C15 SS03 C14 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 C13 SS03 C7 SS03 C6 SS03 C18 SS03 C17 SS03 C16 SS03 C15 SS03 C14 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 C13 SS03 C7 SS03 C6 SS03 5 5 5 5 5 5 5 5 5 5 000 B00 \A1;150 \A1;150 \A1;150 \A1;2000 \A1;2045 \A1;1710 \A1;1500 \A1;1520 \A1;2020 \A1;1730 \A1;2065 \A1;1770 \A1;2310 \A1;3330 \A1;70 WC WC FM HS TPH RH SDH PTD FD LAV SD HD FD GB1 FD FM HS TPH RH SDH PTD SD HD GB1 GB2 HS TPH RH RH RH SHO RH PTD FD LAV SD HS TPH WC RH RH SHO RH PTD FD LAV SD HS TPH WC RH RH WC WC FM HS TPH RH SDH PTD FD LAV SD HD FD FD FD 01 8888A101 01 8888A101 \A1;1010 \A1;200 \A1;200 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;91700 \A1;6000 \A1;6000 \A1;850 \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;144° \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;6° \A1;6° \A1;6° \A1;6° \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;144° \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;425 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;103700 \A1;6000 \A1;8000 \A1;9500 \A1;5100 \A1;6000 \A1;6000 \A1;6000 \A1;28600 \A1;6° \A1;6° \A1;6° \A1;6° \A1;6° \A1;42195 \A1;42195 \A1;65260 \A1;65260 \A1;65260 \A1;850 \A1;850 \A1;65260 \A1;5.5° \A1;4° \A1;5.5° \A1;4° \A1;5° \A1;850 \A1;850 \A1;850 \A1;5° \A1;850 \A1;850 \A1;850 \A1;5100 \A1;9500 \A1;7500 \A1;22100 \A1;1130 \A1;1130 \A1;R63709 \A1;R63709 \A1;R63709 \A1;R63709 \A1;R63709 \A1;R63709 \A1;R63709 \A1;R63709 \A1;850 \A1;400 \A1;1750 \A1;300 \A1;740 \A1;100 \A1;100 \A1;2950 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;1150 \A1;1800 \A1;100 \A1;450 \A1;450 \A1;3900 \A1;300 \A1;8600 \A1;850 \A1;1100 \A1;8600 \A1;850 \A1;450 \A1;450 \A1;300 \A1;425 \A1;5098 \A1;3900 OPENING ON THE BEAM AND WWC FIXTURE EXCATLY ABOVE THE BEAM-PLZ CHECK \A1;700 \A1;150 \A1;150 \A1;700 \A1;3820 \A1;3200 \A1;700 \A1;7040 \A1;1740 \A1;1730 \A1;450 \A1;1603 \A1;620 PARTIAL (P9) PARTIAL (P1) PARTIAL (P1) PARTIAL (P2) PARTIAL (P2) PARTIAL (P3) PARTIAL (P9) PARTIAL (P1) PARTIAL (P1) PARTIAL (P2) PARTIAL (P2) PARTIAL (P3) PARTIAL (P7) PARTIAL (P6) PARTIAL (P6) PARTIAL (P5) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB3(300x700) GB3(300x700) TB1(300x700) GB4(300x700) GB4(300x700) GB2(350x700) GB1(350x700) GB1(350x700) GB3(300x700) TB1(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB2(300x700) TB2(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB5(300x700) P P GB5(300x700) GB5(300x700) GB4(300x700) GB4(300x700) TB1(300x700) TB1(300x700) TB1(300x700) GB1(350x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) P,F GB3(300x700) TB1(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB2(300x700) GB1(350x700) GB1(350x700) P GB4(300x700) GB3(300x700) TB2(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB2(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB2(300x700) TB2(300x700) GB2(350x700) GB2(350x700) GB2(350x700) GB2(350x700) GB2(350x700) GB3(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) GB4(300x700) GB3(300x700) GB3(300x700) GB4(300x700) GB3(300x700) GB4(300x700) GB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) GB3(300x700) TB2(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB2(300x700) GB2(350x700) GB3(300x700) GB3(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB3(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB1(300x700) TB1(300x700) TB1(300x700) P GB4(300x700) GB2(350x700) GB4(300x700) GB4(300x700) TB2(300x700) TB1(300x700) TB1(300x700) TB1(300x700) P,F GB4(300x700) TB1(300x700) TB1(300x700) TB1(300x700) C8 W2 C1 W1 W5 W6 W5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C7 C1A C1 C1 C1 C1 C1 C1 C1 C1A C1B C1B C4 C9 C9 C4 C4 C1A C10A C11 C11 C1A C3 C3 C1A C5B C5B C5B C5B C6 C1 C7A C1 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C10 C10 C10 C10 C10 C10 C10 C10 C10 C10 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C5,F1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C8 W1 W3 C8 C8 W4 P C1 C1 C1 C1 C1 C1 C1 C1 C10 C10 C12 C12 C1 C1 C1 C1 C1 C1 C12 C12 C10 C10 C1 C1 P GB2(350x700) W5 W6 WP1 WP2 WP3 5 WP1 WP2 WP3 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 5 5 5 5 5 B1 SS03 B2 SS03 B3 SS03 B4 SS03 B5 SS03 B6 SS03 B7 SS03 B8 SS03 B9 SS03 B10 SS03 B11 SS03 B12 SS03 B13 SS03 B14 SS03 B15 SS03 B16 SS03 B17 SS03 B18 SS03 B19 SS03 B20 SS03 B21 SS03 B22 SS03 B23 SS03 B24 SS03 B25 SS03 X1 SS03 X2 SS03 X3 SS03 X4 SS03 5 5 5 5 5 X1 SS03 X2 SS03 X3 SS03 X4 SS03 5 5 5 5 5 5 5 5 5 5 B26 SS03 B27 SS03 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C18 SS03 C17 SS03 C16 SS03 C15 SS03 C14 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C7 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 5 5 5 5 5 Y1 SS03 Y2 SS03 Y4 SS03 5 C16 SS03 C15 SS03 C14 SS03 C13 SS03 C12 SS03 C11 SS03 C10 SS03 C9 SS03 C8 SS03 C7 SS03 C6 SS03 C5 SS03 C4 SS03 C3 SS03 C2 SS03 C1 SS03 C13 SS03 5 C6 SS03 5 Y1 SS03 Y2 SS03 Y3 SS03 Y4 SS03 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 D1 SS03 D2 SS03 D3 SS03 D4 SS03 D5 SS03 D6 SS03 D7 SS03 D8 SS03 D9 SS03 D10 SS03 D11 SS03 D12 SS03 D13 SS03 D14 SS03 D15 SS03 D16 SS03 D17 SS03 D18 SS03 D19 SS03 D20 SS03 D21 SS03 D22 SS03 D23 SS03 D24 SS03 D25 SS03 Z1 SS03 Z2 SS03 Z3 SS03 Z4 SS03 5 5 5 5 Z1 SS03 Z2 SS03 Z3 SS03 5 5 5 5 5 5 5 5 5 5 5 D26 SS03 D27 SS03 5 5 8 5 5 5 5 5 5 5 5 5 GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB3(300x700) GB3(300x700) TB1(300x700) GB4(300x700) GB4(300x700) GB2(350x700) GB1(350x700) GB1(350x700) GB3(300x700) TB1(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB2(300x700) TB2(300x700) TB1(300x700) TB1(300x700) P GB3(300x700) P TB1(300x700) P GB4(300x700) C1 C1 C1 C1 C7 C1A C1 C4 C4 C2 C10A C1A C6 W4 P P TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) GB3(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) TB1(300x700) TB1(300x700) TB1(300x700) TB2(300x700) GB2(350x700) GB3(300x700) GB3(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) W5 C10 C10 C10 C10 C10 C12 C12 C12 C12 C12 C1 C1 C1 C1 C1 C1 W5 TB2(300x700) GB4(300x700) GB3(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB3(300x700) GB1(350x700) GB1(350x700) GB1(350x700) GB1(350x700) GB3(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C10 C12 C12 C1 C1 C1 C1 TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4A(450x700) TB2(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. TB2(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB2(300x700) TB2(300x700) C1 C1 C12 C10 C1 C10 C12 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 150 THK. SLAB ON GRADE WITH A252 WWF P GB4(300x700) TB3(300x700) GB5(300x700) GB5(300x700) EXP. JOINT 50MM EXP. JOINT 50MM TB2(300x700) ELEVATOR PIT EXP. JOINT 50MM 150 THK. SLAB ON GRADE WITH A252 WWF EXP. JOINT 50MM EXP. JOINT 50MM EXP. JOINT 50MM EXP. JOINT 50MM EXP. JOINT 50MM C10 C10 C12 C12 GB3(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB4(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) GB4(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB3(300x700) GB5(300x700) TB1(300x700) TB1(300x700) GB5(300x700) GB2A(450x700) TB2(300x700) TB1(300x700) TB1(300x700) TB3(300x700) TB1(300x700) TB3(300x700) GB5(300x700) GB5(300x700) TB3(300x700) GB5(300x700) TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. RW 1 RW 1 RW 1 150 THK. SLAB ON GRADE WITH A252 WWF C9 C9 C1 C1 C1 C1 C3 C3 C1 C1 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C1 C1 C1 C1 C1 C1 C1 C10 C10 C12 C12 C1 C1 C1 C1 C1 C1 C12 C12 C10 C10 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C10 C12 C12 C1 C1 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C10 C12 C1 C1 C1 C1 C12 C10 C10 C12 C1 C1 C1 C1 C12 C10 C1 C1 C10 C12 EXP.JOINT 50MM EXP.JOINT 50MM EXP.JOINT 50MM C1 W5 C1 W5 C1 C1 C1 C1 C4 C1 C7A W5 C5,F1 TB3(300x700) TB3(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) TB1(300x700) C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C11 C11 P GB4(300x700) EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. GB3(300x700) GB3(300x700) CGB1(350x700) TB1(300x700) CGB1(350x700) CGB1(350x700) CGB1(350x700) GB3(300x700) GB3(300x700) GB3(300x700) EL. 2168.825 T.O.PAD (AS PER MECH.) C1 150 THK. SLAB ON GRADE WITH A252 WWF CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J TB1(300x700) RW 1 CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J TB2(300x700) TB2(300x700) TB2(300x700) EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF Z4 SS03 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.825 T.O.PAD (AS PER MECH.) GB1(350x700) Y3 SS03 150 THK. SLAB ON GRADE WITH A252 WWF CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J CT.J S-111A.1 1 S-111A.1 2 S-111A.1 3 S-111A.1 6 S-111A.1 4 S-111A.1 5 SIM. S-111A.1 6 S-111A.1 7 S-111A.1 8 S-111A.1 9 S-111A.1 10 S-111A.1 1 S-111A.1 2 S-111A.1 3 S-111A.1 6 S-111A.1 4 SIM. S-111A.1 6 S-111A.1 7 S-111A.2 31 S-111A.1 9 SIM. SIM. SIM. SIM. SIM. SIM. SIM. SIM. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A20 SS03 A19 SS03 A18 SS03 A17 SS03 A16 SS03 A15 SS03 A13 SS03 A12 SS03 A11 SS03 A10 SS03 A9 SS03 A8 SS03 A5 SS03 A4 SS03 A3 SS03 A2 SS03 A1 SS03 W1 SS03 W2 SS03 W3 SS03 W4 SS03 W5 SS03 5 5 5 5 5 5 5 W1 SS03 W2 SS03 W3 SS03 W4 SS03 W5 SS03 5 5 A14 SS03 5 A7 SS03 A6 SS03 5 5 W1 SS03 W2 SS03 W3 SS03 W4 SS03 W5 SS03 5 5 5 5 5 S-111A.1 11 S-111A.1 11 SIM. S-111A.1 12 S-111A.1 6 SIM. S-111A.1 6 SIM. S-111A.1 6 SIM. S-111A.1 6 SIM. S-111A.1 6 SIM. S-111A.1 6 SIM. S-111A.1 14 S-111A.1 14 SIM. S-111A.2 34 SIM. S-111A.2 26 S-111A.2 21 SIM. S-111A.2 24 S-111A.2 24 SIM. 150 THK. SLAB ON GRADE WITH A252 WWF S-111A.2 34 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 26 SIM. S-111A.2 32 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 24 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 33 S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 21 SIM. S-111A.2 24 SIM. S-111A.2 24 SIM. 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF 150 THK. SLAB ON GRADE WITH A252 WWF S-111A.2 34 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 21 SIM. S-111A.2 24 SIM. S-111A.2 34 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 26 SIM. S-111A.2 32 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 24 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 34 SIM. S-111A.2 26 SIM. S-111A.2 21 SIM. S-111A.2 24 SIM. S-111A.2 24 SIM. S-111A.1 6 S-111A.2 28 S-111A.1 6 S-111A.1 11 S-111A.1 11 S-111A.1 11 S-111A.1 11 SIM. SIM. SIM. SIM. SIM. SIM. S-111A.1 14 SIM. S-111A.2 25 S-111A.2 36 S-111A.2 24 SIM. S-111A.2 36 SIM. S-111A.1 14 SIM. S-111A.1 16 S-111A.1 S-111A.1 17 SIM. S-111A.1 17 PARTIAL (P4) PARTIAL (P3) PARTIAL (P9) PARTIAL (P1) PARTIAL (P1) PARTIAL (P2) PARTIAL (P8) PARTIAL (P9) PARTIAL (P7) PARTIAL (P8) PARTIAL (P5) PARTIAL (P4) PARTIAL (P7) PARTIAL (P6) PARTIAL (P6) PARTIAL (P5) PARTIAL (P4) PARTIAL (P3) PARTIAL (P9) PARTIAL (P1) PARTIAL (P1) PARTIAL (P2) PARTIAL (P2) PARTIAL (P3) PARTIAL (P8) PARTIAL (P9) PARTIAL (P7) PARTIAL (P8) PARTIAL (P5) PARTIAL (P4) PARTIAL (P7) PARTIAL (P6) PARTIAL (P6) PARTIAL (P5) TB2(300x700) TB2(300x700) S-111A.2 29 S-111A.1 18 S-111A.2 29 SIM. S-111A.1 18 SIM. S-111A.2 19 S-111A.2 27 S-111A.1 9 S-111A.2 20 S-111A.2 20 EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 RW 1 S-111A.2 22 150 THK. SLAB ON GRADE WITH A252 WWF EL. 2168.425 T.O.G.S. S-111A.2 22 S-111A.2 22 SIM. SIM. S-111A.2 23 S-111A.2 30 S-111A.1 23 SIM. S-111A.2 23 S-111A.2 24 SIM. 9 S-111A.1 S-111A.1 9 S-111A.2 35 S-111A.2 35 S-111A.1 35 SIM. S-111A.1 9 SIM. S-111A.1 9 SIM. SIM. 9 S-111A.1 SIM. SIM. S-111A.2 34 SIM. S-111A.2 34 SIM. SIM. P 5 S-111A.1 12 TB2(300x700) P S-111A.1 12A STAIR N0:(01) STAIR N0:(10) S-111A.1 12 STAIR N0:(03) STAIR N0:(08) SIM. SIM. STAIR N0:(04) STAIR N0:(07) S-111A.1 12 SIM. S-111A.1 12 SIM. S-111A.1 12 SIM. S-111A.1 12A SIM. S-111A.2 SIM. 33 5 STAIR N0:(09) STAIR N0:(02) STAIR N0:(05) STAIR N0:(06) STAIR N0:(11) STAIR N0:(12) STAIR N0:(13) STAIR N0:(14) STAIR N0:(15) STAIR N0:(16) STAIR N0:(17) STAIR N0:(18) STAIR N0:(19) STAIR N0:(20) STAIR N0:(21) STAIR N0:(22) S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.1 11 SIM. S-111A.2 35 SIM. S-111A.2 29 SIM. S-111A.2 29 SIM. GB3(300x700) GB3(300x700) 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 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 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 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 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GB1(350x700) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CT.J EL. 2168.425 T.O.G.S. 5 EL. 2168.425 T.O.G.S. TB1(300x700) EL. 2168.425 T.O.G.S. 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 EXP.JOINT 50MM 5 5 5 5 5 5 EXP.JOINT 50MM 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 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EXP.JOINT 50MM EXP.JOINT 50MM 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 CHANGED BEAM FROM GB4 TO TB2 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 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 5 CHANGED BEAM FROM GB5 TO TB3 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 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 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 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 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 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 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 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 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 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 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 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 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 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 13 S-111A.1 13 S-111A.1 CABLE TRENCH 1100mm DEPTH X 700mm WIDTH CABLE TRENCH 02 A-209 03 A-209 05 A-209 05 A-209 05 A-209 05 A-209 04 A-209 04 A-209 04 A-209 04 A-209 03 A-209 02 A-209 01 A-209 01 A-209 04 A-208 04 A-208 01 A-209 01 A-209 04 A-208 04 A-208 03 A-208 03 A-208 03 A-208 03 A-208 02 A-208 02 A-208 02 A-208 02 A-208 01 A-208 01 A-208 01 A-208 01 A-208 01 A-210 02 A-210 01 A-210 02 A-210 1 A-201 2 A-207 1 A-207 1 A-201 FM1 FD FD FM1 FM1 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FM1 FD FD FM1 FM1 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FM1 FD FD FM1 FM1 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FM1 FD FD FM1 FM1 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD JS FD TPH2 2XRHh SDh PTD FD HS2 TPH2 2XRH2 FD HS2 SD PTD HD SD FD 6xRH1 HS2 TPH2 2XRH2 FD HS2 TPH2 2XRH2 FD HS2 TPH2 2XRH2 FD 2xRHh FD FD FD 2xRHh 2xRHh 2xRHh FD FD FD 2xRHh 2xRHh GB2 GB1 HS1 GB1 GB1 TPH 2XRHh SDH2 FMh FD SHOH SHO 5 5 5 WCh TPH2 2XRHh PTD FD WC3 2XRH2 2XRH2 2XRH2 JS WC3 WC3 FD LAV1 LAV1 LAV1 FM1 SD PTD HD SD FD HS2 TPH2 FD HS2 TPH2 FD HS2 TPH2 FD SDH HS2 GB1 GB1 FMh LAVh 6xRH1 LAVh 6xRH1 WCh TPH2 2XRHh PTD FD WC3 2XRH2 2XRH2 2XRH2 JS WC3 WC3 FD LAV1 LAV1 LAV1 FM1 SD PTD HD SD FD HS2 TPH2 FD HS2 TPH2 FD HS2 TPH2 FD SDH HS2 GB1 GB1 FMh 2xRHh FD TPH PTD LAV1 SDH FD WC1 HS2 TPH2 2XRH2 FD SHO TPH PTD LAV1 SD FD FD FD FD FD FD WC1 HS2 TPH2 2XRH2 FD 2xRH2 FD 26A S-111A.2 5 5 5 5 (GENERATOR) EQUIPMENT PAD AS PER SUPPLIER (FUEL TANK) \W4.71429; EQUIPMENT PAD AS PER SUPPLIER CT.J S-111A.2 26B FUEL TANK TRENCH 300MM WIDTHx400MM DEPTH 5 5 5 5 5 5 5 5 5 5 5 BEAM IS SHIFTED IN LINE WITH E/M SERVICES BEAM IS SHIFTED IN LINE WITH E/M SERVICES BEAM IS SHIFTED IN LINE WITH E/M SERVICES BEAM IS SHIFTED IN LINE WITH E/M SERVICES 5 5 5 5 5 5 5 5 5 GB5A(450x700) 5 5 5 5 5 5 BEAM CHANGED FROM TB2 TO GB3 TO SUPPORT GB1 TO SUPPORT WALL ABOVE S-111A.2 21A S-111A.2 21A 33A S-111A.2 SIM. CHANGED BEAM FROM GB5 TO TB3 CHANGED BEAM FROM GB5 TO TB3 700mm(W)x1100MM(D) CABLE TRENCH(TYPICAL) 5 5 5 5 5 5 5 5 5 5 5 5 5 BEAM CHANGED FROM TB2 TO GB3 TO SUPPORT GB1 TO SUPPORT WALL ABOVE OPENING ON THE BEAM OPENING ON THE BEAM OPENING ON THE BEAM AS SHOWN 15-03-2013 SD-SS03-S-111A R1 SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: SHOP DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL R0 CHA S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES MASTER GROUND FLOOR FRAMING PLAN 1:300 A S-111A MASTER GROUND FLOOR FRAMING PLAN S-201 SCHEDULE S-202 COLUMN DETAILS NOTE 1:- ALL THE ELEVATOR SIZES & THEIR PIT DEPTH TO BE CONFIRMED BY THE APPROVED ELEVATOR SUPPLIER PRIOR CASTING FOUNDATION FOR ELEVATORS. NOTE 2:- FOR R.C. WALL DETAILS ALSO REFER DRAWING NOS. SD-SS03-S-111.14 TO SD-SS03-S-111.15 NOTE 3:-FOR EXACT LOCATION OF PADS REFER ELECTRO/ MECHANICAL DRAWINGS SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 GROUND FLOOR SLAB SECTIONAL DETAILS SD-SS03-S-111A.1&111A.2 COLUMN REINFORCEMENT DETAILS SD-SS03-S-202 SHEARWALL ELEVATION & REINFORCEMENT DETAILS SD-SS03-S-401.1-401.6 DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS N MAKKAH P1 P2 P3 P4 P5 P6 P7 P8 P9 30 METERS 15 10 0 SCALE 1:300 5 CAD FILE PATH: DATE PLOTTED: THE SCALE SHOWN IS APPLICABLE IF PRINTED ON A0 SIZE ONLY. DIAMETAR Dia. CANTILEVER BEAM CB CONT CMU CLR CL CONC CIR CONN CONST CONTINUOUS CONCRETE MASONRY UNIT CLEARANCE CONNECTION CONSTRUCTION CIRCLE CONCRETE CLEAR C, COL COLUMN AT DIAMETER ADJACENT NUMBER BLOCK BEAM BUILDING ANCHORAGE BOTTOM OF CENTERLINE @ C L B ANCH BOT.O. BLK BLDG #, NO ADJ DIA.OR d BASEMENT BSMT RB RC REQ REF RFMT RFG RCW SS RS SCHED SECT R ROOF BEAM REFERENCE REINFORCED CONCRETE REINFORCEMENT ROOF SLAB STRUCTURAL SLAB REINFORCED CONCRETE WALL SCHEDULE SECTION REQUIRED ROOFING RADIUS PC PL, MET OPNG MIN MISC MO MJ NTS OC MATL MAX MFTR MEMB MEZZ LEV MEZZANINE MANUFACTURER MISCELLANEOUS MASTIC JOINT NOT TO SCALE ON CENTER MASONRY OPENING P L PLATE PRECAST OPENING MINIMUM MEMBRANE METAL MATERIAL MAXIMUM LEVEL PREMOULDED EXPANSION JOINT PEJ AR ARCHITECT OR ARCHITECTURAL GRADE HOLLOW HORIZONTAL INSULATION LENGTH JOINT CAST-IN-PLACE INTERIOR INTERMEDIATE LINTEL BEAM HEIGHT GRADE BEAM GROUND INSITU L LB INTR INTER JT HOL INS HOR HT GRD GB GR FINISH GRADE LEVEL EQUIPMENT EACH FACE DRAWING FINISH FLOOR LEVEL FOUNDATION EXPANSION JOINT EXTERIOR FOOTING EXISTING EACH WAY FLOOR EQUAL ELEVATION FGL FLR FFL FDN EXT F, FTG EXP. JT. EQPT EXIST EW EQ EL DWG EF DIMENSION DISCONTINUOUS DITTO DOWN DN DIM DISC DO UGW WEB UON VERT WID WWF TYP WP WF UNDER GROUND WATER WALL FOOTING WELDED WIRE FABRIC, WIRE MESH UNLESS OTHERWISE NOTED WORKING POINT WEB BAR WIDTH VERTICAL TYPICAL SHT SUPT STIRR STRUC STIFF STD SWF SYMM TOW TOSS TEMP SUR TB t SW SF SIM STANDARD SLAB THICKNESS SHEAR WALL TEMPERATURE TOP OF STRUCTURAL SLAB TOP OF WALL SHEAR WALL FOOTING SYMMETRY TIE BEAM SURFACE STIRRUPS STRUCTURAL STIFFENER SUPPORT STRIP FOOTING SHEET SIMILAR WPM WATER PROOFING MEMBRANE CT.J. CONSTRUCTION JOINT 100.0 300.0 100.0 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL \A1;100 \A1;300 \A1;100 300 100 100 300 250 250 150 \A1;300 12 350 500 150 50 50cc \A1;250 \A1;250 \A1;150 \A1;75 \A1;12 \A1;700 \A1;300 \A1;50cc \A1;500 350 100 100 \A1;940 \A1;250 \A1;250 \A1;150 \A1;75 \A1;12 \A1;700 \A1;300 \A1;50cc \A1;500 350 100 100 \A1;50 \A1;700 \A1;940 \A1;150 \A1;50 \A1;150 \A1;50 \A1;200 \A1;12 300 100 100 \A1;500 \A1;150 \A1;200 300 \A1;12 \A1;12 \A1;12 \A1;300 \A1;400 150 50 \A1;100 \A1;250 250 150 150 \A1;500 \A1;12 150 50 \A1;250 250 150 150 \A1;500 \A1;250 \A1;250 \A1;150 \A1;75 \A1;12 \A1;500 350 100 100 \A1;50 \A1;700 \A1;150 \A1;50 \A1;150 \A1;50 \A1;200 \A1;4 \A1;CC \A1;50 \A1;40 \A1;150 \A1;100 \A1;75 250 250 250 150 150 700 50 200 12 150 150 \A1;75 \A1;75 \A1;50cc 50cc 350 100 500 12 100 \A1;200 \A1;180 \A1;200 250 150 100 \A1;75 \A1;VARIES AS PER EQUIPMENT 50 75 250 150 100 \A1;75 50 75 250 250 150 \A1;50mm E.J \A1;50cc 50cc 350 350 \A1;50mm E.J 100 100 500 500 50 50 \A1;12 850 200 200 150 300 300 \A1;50mm E.J 100 100 700 50 700 50 300 100 100 850 300 200 500 200 75 150 500 500 50cc 300 200 200 600 75 150 150 150 100 100 500 200 75 150 500 500 50cc 300 \A1;100 \A1;50 250 250 250 150 150 700 50 250 12 150 150 \A1;75 \A1;75 \A1;50cc 50cc 350 100 500 500 12 100 250 75 \A1;300 \A1;700 50 \A1;100 \A1;300 \A1;100 \A1;4 \A1;40 \A1;50 \A1;150 \A1;150 \A1;300 250 250 150 75 12 500 300 100 100 50 \A1;700 150 50 150 50 200 700 4700 150 150 100 500 VARIES (REFER FOUNDATION PLAN) 200 50 1600 1600 2200 200 50 300 100 100 300 \A1;VARIES (REFER FOUNDATION PLAN) 150 150 \A1;250 250 150 150 \A1;500 \A1;100 \A1;400 50 \A1;200 \A1;50 \A1;700 \A1;150 150 50 500 960 75 75 \A1;50 \A1;350 75 75 \A1;50mm E.J 180 \A1;250 \A1;250 \A1;150 \A1;75 \A1;12 \A1;500 350 100 100 \A1;50 \A1;700 \A1;150 \A1;50 75 150 100 100 \A1;100 \A1;300 \A1;100 \A1;50 250 250 250 150 150 700 50 250 12 150 150 \A1;75 75 300 \A1;50mm E.J \A1;50cc 50cc 300 300 \A1;50mm E.J 100 100 500 500 100 100 \A1;12 300 500 200 75 150 500 448 50cc 300 75 150 100 100 \A1;700 \A1;100 \A1;300 100 35 300 250 150 150 75 50cc 300 250 150 150 50cc 150 300 35 500 500 700 12 12 \A1;12 \A1;350 \A1;400 \A1;100 \A1;12 150 50 \A1;250 250 150 150 700 50 250 12 150 150 \A1;75 \A1;75 300 \A1;50mm E.J \A1;50cc 50cc 300 300 \A1;50mm E.J 100 100 500 500 100 100 \A1;12 \A1;850 \A1;200 \A1;200 100 150 75 75 \A1;VARIES AS PER EQUIPMENT 50 50 75 250 150 150 \A1;500 \A1;12 \A1;300 \A1;350 \A1;100 \A1;12 150 50 \A1;250 250 150 150 \A1;500 \A1;12 \A1;300 \A1;350 \A1;100 \A1;12 150 50 \A1;250 250 150 150 \A1;500 \A1;50 \A1;100 \A1;500 1300 100 100 300 720 600 2200 300 200 150 50 200 250 250 250 150 150 700 50 250 12 150 150 \A1;75 75 300 \A1;50mm E.J \A1;50cc 50cc 300 300 \A1;50mm E.J 100 100 500 500 100 100 \A1;12 300 \A1;250 \A1;250 \A1;150 \A1;75 \A1;12 \A1;500 350 100 100 \A1;700 \A1;150 \A1;50 150 50 200 200 500 200 75 150 500 500 50cc 300 75 150 100 100 \A1;700 \A1;100 \A1;300 \A1;100 \A1;50 500 200 200 250 250 250 150 150 700 50 250 12 150 150 \A1;75 \A1;75 AS SHOWN 15-03-2013 SD-SS03-S-111A.2 R1 SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES GROUND FLOOR SLAB SECTIONAL DETAILS SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 S-201 SCHEDULE S-202 COLUMN DETAILS DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY-SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. GROUND FLOOR PARTIAL LAYOUT (9 SHEETS) GROUND FLOOR MASTER LAYOUT SD-SS03-S-112A TO 120A SD-SS03-S-111A 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS 1000 250 \A1;75 \A1;100 \A1;300 \A1;100 \A1;300 \A1;50 \A1;700 \A1;850 \A1;100 \A1;300 \A1;50mm E.J \A1;300 \A1;100 150 75 676 150 150 976 150 150 1276 500 500 100 150 75 300 1200 1200 250 150 100 75 250 225 465 1065 720 164 75 300 500 500 100 150 150 150 150 765 1200 239 75 150 100 400 150 75 \A1;250 \A1;150 \A1;500 \A1;250 \A1;500 \A1;250 \A1;250 \A1;150 \A1;12 \A1;50 \A1;300 \A1;150 \A1;850 \A1;150 \A1;100 \A1;150 \A1;100 \A1;12 \A1;1200 \A1;720 \A1;100 \A1;100 \A1;300 \A1;50 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB 410 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB \A1;50mm E.J 200 150 200 150 230 700 280 200 150 300 200 150 500 200 75 150 500 500 50cc 300 75 150 100 100 \A1;100 \A1;300 \A1;100 \A1;50 200 700 500 200 75 150 500 500 50cc 300 75 150 100 100 \A1;100 \A1;300 \A1;100 \A1;50 180 200 150 200 150 700 280 230 \A1;12 \A1;350 \A1;400 \A1;95 \A1;12 50 \A1;250 75 855 300 \A1;180 \A1;275 \A1;200 500 800 150 325 \A1;700 \A1;100 \A1;300 \A1;100 \A1;50 \A1;12 \A1;12 150 50 \A1;250 350 150 150 \A1;500 75 \A1;100 \A1;300 \A1;100 \A1;75 \A1;225 \A1;75 \A1;75 \A1;75 200 550 150 200 200 250 1200 150 75 12 500 300 100 100 50 \A1;700 150 50 150 50 200 200 75 150 500 500 50cc 300 75 150 100 100 \A1;100 \A1;300 \A1;100 \A1;50 180 1850 150 750 150 700 200 2050 150 250 12 150 150 50 150 100 500 250 150 150 50 150 100 500 150 700 150 250 12 150 150 50 150 100 500 250 150 150 50 150 100 500 150 300 1100 150 325 775 150 400 700 700 200 100 200 100 700 50 150 50 50 100 \A1;200 \A1;700 \A1;300 \A1;50 50 \A1;150 400 \A1;150 \A1;800 \A1;50 50 300 \A1;150 \A1;150 50 \A1;150 \A1;300 \A1;50 \A1;150 1 TYP. SECTION - GB4 SCALE 1:20 5 5 5 5 5 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 5 12 5 5 5 5 <>cc C.J LINE OF FINISHING T.O.G.B EL+2168.425 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 2 SECTION - SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 5 TB1 <>cc BITUMINOUS DAMP PROOFING 5 GB1 5 5 5 W4 SS03 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 3 SECTION - SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 5 TB1 <>cc BITUMINOUS DAMP PROOFING 5 GB1 5 5 5 5 W4 SS03 5 5 5 5 BLOCK WALL FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 12 GB3 5 5 5 5 FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE d10@150c/c 12 T.O.G.B EL+2168.425 T.O.G.B EL+2168.425 BITUMINOUS DAMP PROOFING 12 12 5 5 5 5 A2 SS03 5 LINE OF FINISHING 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 12 5 5 LINE OF FINISHING 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 4 SECTION - SCALE 1:20 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 6 SECTION - SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 GB1 5 5 5 5 A2 SS03 5 5 5 BLOCK WALL FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 T.O.G.B EL+2168.425 PROTECTION BOARD MEMBRANE WATER PROOFING PROTECTION BOARD MEMBRANE WATER PROOFING 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL PROTECTION BOARD MEMBRANE WATER PROOFING PROTECTION BOARD MEMBRANE WATER PROOFING 300 mm THK SLAB ON GRADE W\A252 W.W.F 4 CC 50 40 4mm THK. SAW CUT (TYP) AFTER 24 HRS OF POURING TO BE FILLED WITH SEALANT 150 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 LINE OF FINISHING 7 - SCALE 1:20 TYPICAL CONTROL JOINT DETAIL T.O.G.S EL+2168.425 5 5 4-d12-CONT. d10@150c/c GB1 5 5 5 5 5 5 8 SECTION - SCALE 1:20 5 12 5 5 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 5 T.O.G.S EL+2168.425 A3 SS03 <>cc <>cc 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 12 5 BLOCK WALL 5 5 BLOCK WALL 5 10 SECTION (TYP.) S-111A SCALE 1:20 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE FILLER BOARD & SEALANT 5 VARIES AS PER EQUIPMENT d12@150c/c E.W TOP BARS d12@150c/c E.W BOTTOM BARS 5 5 T.O.G.S EL+2168.425 1-d12-S.B (E.F) LINE OF FINISHING T.O.PAD (AS PER MECH.) EL+2168.825 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE FILLER BOARD & SEALANT 5 d12@150c/c E.W BOTTOM BARS 5 5 T.O.G.S EL+2168.425 1-d12-S.B (E.F) LINE OF FINISHING T.O.PAD (AS PER MECH.) EL+2168.825 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c GB5 5 5 5 5 5 5 9 SECTION - SCALE 1:20 LINE OF FINISHING 5 12 5 5 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 5 T.O.G.S EL+2168.425 GB5 A6 SS03 A7 SS03 5 <>mm E.J <>cc <>cc 5 5 <>mm E.J 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 5 5 5 12 5 BLOCK WALL 5 5 5 d12@150c/c E.W TOP BARS T.O.G.S EL+2168.425 16 SECTION (TYP.) S-111A SCALE 1:20 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE FILLER BOARD & SEALANT 5 5 VARIES AS PER EQUIPMENT d12@150c/c E.W TOP BARS d12@150c/c E.W BOTTOM BARS 5 5 5 T.O.G.S EL+2168.425 1-d12-S.B (E.F) LINE OF FINISHING T.O.G.S EL+2168.425 T.O.PAD (AS PER MECH.) EL+2168.825 5 13 TYP. SECTION @ COLUMN S-111A SCALE 1:20 COLUMN (TYP.) TB2 T.O.G.S EL+2168.425 C.J 5 A6 SS03 TB2 5 5 5 5 5 LINE OF FINISHING 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT 150 mm THK W/A 252 W.W.F. SLAB ON GRADE <>cc T.O.G.S EL+2168.425 5 5 5 5 <>cc 5 5 5 5 5 5 TB2 12 12 C.J 12 5 5 W1 SS03 5 12 5 5 LINE OF FINISHING 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 14 SECTION - SCALE 1:20 MEMBRANE WATER PROOFING PROTECTION BOARD MEMBRANE WATER PROOFING 12 5 5 C7 SS03 5 12 5 5 LINE OF FINISHING 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 17 SECTION S-111A SCALE 1:20 PROTECTION BOARD MEMBRANE WATER PROOFING 12 5 5 C6 SS03 5 12 5 5 LINE OF FINISHING 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 PROTECTION BOARD MEMBRANE WATER PROOFING 5 18 SECTION - SCALE 1:20 5 <> <> 5 5 B.O.F 5 5 W4 5 <> 5 5 5 5 ** 230mm Thk. PVC WATER STOPPER 230mm Thk. PVC WATER STOPPER 5 5 2 COAT OF BITUMINOUS PAINT ELEVATOR NO. 1 5 <> VARIES (REFER FOUNDATION PLAN) 5 5 1600 A1 SS03 5 5 5 100mm THK. LEAN CONC. VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT FORMATION ROCK 2 COAT OF BITUMINOUS PAINT MEMBRANE WATER PROTECTION BOARD 2 COAT OF BITUMINOUS PAINT PROOFING MEMBRANE WATER PROTECTION BOARD PROOFING COMPACTED FILL COMPACTED FILL FILLER BOARD 5 GB4 5 5 5 5 EL+2168.425 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT 300 mm THK SLAB ON GRADE W\A252 W.W.F VARIES (REFER FOUNDATION PLAN) 5 5 FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. COMPACTED SOIL LINE OF FINISHING 5 100mm THK. DRAINAGE FILL VAPOUR BARRIER COMPACTED SOIL 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 5 CJ 5 W4 SS03 5 19 SECTION S-112A SCALE 1:20 5 GB2 5 5 5 FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 T.O.G.B EL+2168.425 TB2 5 20 SECTION S-117A SCALE 1:20 TB2 5 5 <>mm E.J 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL T.0 TIE BEAM EL+2168.125 5 T.0 TIE BEAM EL+2168.125 5 5 5 C12 SS03 C13 SS03 5 5 5 5 5 22 SECTION - SCALE 1:20 5 d12@300c/c d12@300c/c (DOWEL BARS) BLOCK WALL 5 5 5 5 T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 5 5 5 T.O.G.S EL+2168.425 5 5 4-d12 (TYP. UNDER 200mm THK WALL) 5 5 d10@150 23 SECTION - SCALE 1:20 d12@300c/c (DOWEL BARS) 5 5 5 5 T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 T.O.G.S EL+2168.425 5-d12 5 5 TB1 5 5 5 5 (TYP. UNDER 200mm THK WALL) 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL W3 SS03 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c GB3 5 5 5 5 5 5 29 SECTION - SCALE 1:20 LINE OF FINISHING 5 12 5 5 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 5 T.O.G.S EL+2168.425 GB4 A1 SS03 5 <>mm E.J <>cc <>cc 5 5 <>mm E.J 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 5 5 5 12 5 30 SECTION - SCALE 1:20 d12@300c/c d12@300c/c (DOWEL BARS) BLOCK WALL 5 5 5 5 T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 4-d12 (TYP. UNDER 200mm THK WALL) 5 5 d10@150 5 TB2 5 5 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c GB1 5 5 5 5 5 5 31 SECTION - SCALE 1:20 LINE OF FINISHING 5 12 5 5 FILLER BOARD & SEALANT 5 5 T.O.G.S EL+2168.425 <>cc <>cc 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 5 12 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 24 SECTION - TB3 B2 SS03 T.O.G.S LINE OF FINISHING SCALE 1:20 EL+2168.425 5 5 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL BITUMINOUS DAMP PROOFING 4 40 4mm THK. SAW CUT (TYP) AFTER 24 HRS OF POURING TO BE FILLED WITH SEALANT 5 5 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 26 SECTION S-120A SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 GB5 5 5 5 5 X2 SS03 5 5 5 BLOCK WALL FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 5 5 W4 5 W4 5 5 5 5 5 <>mm E.J d12@300c/c BLOCK WALL 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 28 SECTION S-117A SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 GB2 5 5 5 5 Y2 SS03 5 5 5 BLOCK WALL FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c GB3 5 5 5 5 5 5 35 SECTION - SCALE 1:20 LINE OF FINISHING 5 12 5 5 FILLER BOARD & SEALANT 5 5 T.O.G.S EL+2168.425 GB3 C1 SS03 5 <>mm E.J <>cc <>cc 5 5 <>mm E.J 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 5 5 5 12 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 25 SECTION S-117A SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 GB2 5 5 5 Y4 SS03 5 5 5 BLOCK WALL FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 T.O.G.B EL+2168.425 5 32 SECTION - SCALE 1:20 d12@300c/c d12@300c/c (DOWEL BARS) BLOCK WALL 5 5 5 5 T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 4-d12 (TYP. UNDER 200mm THK WALL) 5 5 d10@150 5 TB3 5 5 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL d12@300c/c (DOWEL BARS) BLOCK WALL 5 5 A18 SS03 5 d12@300c/c 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c GB4 5 5 5 5 5 5 27 SECTION S-117A SCALE 1:20 LINE OF FINISHING 5 12 5 5 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 5 T.O.G.B EL+2168.425 GB4 C6 SS03 C7 SS03 5 <>mm E.J <>cc <>cc 5 5 <>mm E.J 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 5 5 5 12 5 BLOCK WALL 5 5 5 B12 SS03 LINE OF FINISHING 34 SECTION - SCALE 1:20 PROTECTION BOARD MEMBRANE WATER PROOFING 5 5 5 TB3 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL TB3 5 5 5 5 A6 SS03 A7 SS03 5 5 5 <>mm E.J 5 5 5-d16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 500 500 935 250 250 d10@150 5 5 5 d12@150-T DOWEL BAR 1200 300 d20@100-B DOWEL BAR 1735 100 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING d12@200 500 400 5 5 5 5 5 11 TYP. SECTION - SCALE 1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 5 5 LINE OF FINISHING d20@150-B 500 500 725 250 250 DOWEL BAR 1700 100 5 5 d10@150 5-d16 d12@200 5 500 400 12 TYP. SECTION - SCALE 1:20 d12@150-T DOWEL BAR 1100 300 FOR STAIRCASE REINFORCEMENT DETAILS REFER SEPERATE STAIRCASE DETAIL DWGS. 5 5 5 5 5 5 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT 5 5 5 5 5 5 12 12 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 GB3 5 5 5 5 5 5 d12 @150-T (DOWEL BARS) 720 500 d20@150-B (DOWEL BARS) 1725 250 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB A8 SS03 5 5 01 02 03 04 05 12A SECTION - SCALE 1:20 FOR STAIRCASE REINFORCEMENT DETAILS REFER SEPERATE STAIRCASE DETAIL DWGS. FOR STAIRCASE REINFORCEMENT DETAILS REFER SEPERATE STAIRCASE DETAIL DWGS. 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 150mm GRADE SLAB 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 6-d12-CONT. d10@150c/c LINE OF FINISHING 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 150 mm THK W/A 252 W.W.F. SLAB ON GRADE FILLER BOARD & SEALANT 1-d12-S.B (E.F) LINE OF FINISHING <>mm E.J PROTECTION BOARD 500 500 600 250 250 5 5 5 5 5 d10@150 500 500 930 250 250 5 5 33 SECTION - SCALE 1:20 d12@300c/c (DOWEL BARS) 5 5 5 5 T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 5-d12 5 5 TB3 5 5 5 5 (TYP. UNDER 200mm THK WALL) 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL B18 SS03 d12@300c/c BLOCK WALL 5 5 5 5 5 d10@150 500 500 900 250 250 5 5 36 SECTION S-117A SCALE 1:20 d12@300c/c (DOWEL BARS) 5 5 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 T.O.G.S EL+2168.425 5-d12 5 5 TB3 5 5 5 5 (TYP. UNDER 200mm THK WALL) 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL C3 SS03 d12@300c/c BLOCK WALL 5 5 5 5 5 5 d10@150 500 500 930 250 250 5 5 12 5 5 X4 SS03 5 12 5 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE T.O.G.S EL+2168.425 TB1 5 5 5 5 5 5 5 d12@300c/c (DOWEL BARS) d12@300c/c BLOCK WALL 5 5 5 d12@200c/c d10@150c/c FILLER BOARD & SEALANT PROTECTION BOARD MEMBRANE WATER PROOFING 5 5 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 BITUMINOUS DAMP PROOFING 12 12 5 5 LINE OF FINISHING 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 5 FILLER BOARD & SEALANT 5 T.O.G.S EL+2168.425 PROTECTION BOARD MEMBRANE WATER PROOFING 5 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 300mm GRADE SLAB RETAINING WALL 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 300mm GRADE SLAB 5 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL 5 5 W5 W6 5 5 100mm THK. DRAINAGE FILL VAPOUR BARRIER 200 MICRON COMPACTED SOIL ANTI TERMITE TREATMENT 300mm GRADE SLAB T.O.G.B 5 C L BLOCK WALL 5 5 5 5 C L C L BLOCK WALL 5 BLOCK WALL 5 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 4-d12-CONT. d10@150c/c 5 5 21 SECTION - SCALE 1:20 FILLER BOARD & SEALANT T.O.G.S EL+2168.425 5 12 LINE OF FINISHING 5 GB5 5 5 5 5 X2 SS03 5 5 5 BLOCK WALL FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 5 RETAINING WALL 5 SECTION - SCALE 1:20 d12@300c/c (DOWEL BARS) 5 5 5 T.O.G.S EL+2168.425 150 mm THK W/A 252 W.W.F. SLAB ON GRADE LINE OF FINISHING 5 5 <>cc 5 5 5 T.O.G.S EL+2168.425 d12@150 5 5 TB1 5 5 5 5 50mm THK LEAN CONCRETE VAPOUR BARRIER 200 MICRON ANTI TERMITE TREATMENT COMPACTED SOIL A3 SS03 d12@300c/c BLOCK WALL 5 5 5 5 5 d10@150 500 500 2860 250 250 5 d12@300c/c (DOWEL BARS) 5 d12@300c/c BLOCK WALL 5 5 MEMBRANE WATER PROOFING PROTECTION BOARD 5 12 5 5 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT 100mm THK. DRAINAGE FILL VAPOUR BARRIER COMPACTED SOIL ANTI TERMITE TREATMENT 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 5 T.O.G.S EL.2168.425 5 SECTION 26A S-120A SCALE 1:20 F.F.L EL.2168.500 150mm THK.GRADE SLAB 5 5 5 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT 100mm THK. DRAINAGE FILL VAPOUR BARRIER COMPACTED SOIL ANTI TERMITE TREATMENT 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 5 T.O.G.S EL.2168.425 5 150mm THK.GRADE SLAB 5 STEEL CHEKERED PLATE (AS APPROVED) CJ CJ 5 5 d10@200 d12@200 d12@200 T/B (B.W) LINE OF GRADE BEAM BEHIND 5 5 5 5 MEMBRANE WATER PROOFING PROTECTION BOARD 5 12 5 5 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT 100mm THK. DRAINAGE FILL VAPOUR BARRIER COMPACTED SOIL ANTI TERMITE TREATMENT 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 5 T.O.G.S EL.2168.425 5 SECTION 26B S-120A SCALE 1:20 F.F.L EL.2168.500 150mm THK.GRADE SLAB 5 5 5 4-d12-CONT. d10@150c/c FILLER BOARD & SEALANT 100mm THK. DRAINAGE FILL VAPOUR BARRIER COMPACTED SOIL ANTI TERMITE TREATMENT 150 mm THK W/A 252 W.W.F. SLAB ON GRADE 5 5 5 5 150mm THK.GRADE SLAB STEEL CHEKERED PLATE (AS APPROVED) 5 5 d10@150 d12@150 T/B (B.W) 5 5 d12@150 d10@150 d12@150 LINE OF GRADE BEAM BEHIND 5 5 150 350 450 2-d12 d10@150c/c 5 5 150 350 450 2-d12 d10@150c/c 5 5 5 5 5 FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 150 350 450 2-d12 d10@150c/c 5 5 5 5 5 21A SECTION - SCALE 1:20 MEMBRANE WATER PROOFING PROTECTION BOARD FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 T.O.CORBEL EL+2168.425 350 400 600 3-d12 d10@150c/c 5 5 RC WALL 5 5 33A SECTION - SCALE 1:20 FOR PC CLADDING LOCATION AND FIXING DETAILS REFER PC DWGS. 5 5 T.O.CORBEL EL+2168.425 1050 250 2-d12 d10@150c/c 5 5 COLUMN 5 5 250 100 5 5 5 CL SS03 AS SHOWN SD-SS03-S-111A.1 SS03-STRU-R005 LEGEND CONTRACT DESIGN DRAWINGS REFERENCE: NOTES: TOP REINFORCEMENT IN SLABS SHALL BE MAINTAINTED IN POSITION WITH THE USE OF CHAIRS, SIZED AND SPACED TO PROVIDE ADEQUATE SUPPORT WORKING LOADS. SLABS ON GRADE....................................................75mm ACCORDANCE WITH THE FOLLOWING. 1. 4. 6. 7. 8. STEEL REINFORCEMENT ALL DIMENSIONS ARE SHOWN IN MILLIMETERS AND LEVELS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. CAST IN PLACE CONCRETE: 2. 3. THIS DRAWING SHALL BE CO-ORDINATED WITH RELEVANT ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PRECAST DRAWING. CONCRETE COVER TO REINFORCEMENT UNLESS SHOWN ON THE DRAWINGS SHALL BE MAINTAINTED IN CONCRETE PROTECTION: BOTTOM OF FOUNDATIONS ....................................75mm, FOOTINGS WERE DESIGNED FOR 400 KN/m NET ALLOWABLE BEARING CAPACITY OF SOIL. CO-ORDINATE WITH SITE LAYOUT DRAWING FOR LOCATION. WALL & COL BELOW GRADE...................................75mm 2 a). 30 MPa FOR COLUMNS AND WALLS, SLABS, BEAMS AND FOUNDATIONS, SLAB ON GRADE, WATER TANKS. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE DESIGN CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS (fc) SHOULD BE AS FOLLOWS: b). 20 MPa FOR LEAN CONCRETE, CATCH BASINS & SIDE WALKS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING STEEL SHALL CONFORM TO ASTM A615 DEFORMED STEEL GRADE 60 (fy-415MPa) a) b) BEAM AND COLUMN ABOVE GRADE.........................40mm 5. CEMENT FOR ALL CONCRETE WORKS, TYPE-V CEMENT SHALL BE USED FOR ALL CONCRETE IN CONTACT WITH SLAB & WALL ABOVE GRADE..................................25mm GROUND. ALL OTHERS SHALL BE TYPE-I CEMENT. 20-12-12 SOH FOR APPROVAL 0 CHA KEY PLAN KING KHALID UNIVERSITY HBsçh] Hgvdhqå STADIUM g³hl\U+0096m HgìÆ× ohg DR. TAREK M.A SHAWAF C.E Phone -Abha -07-2243163 - Fax 07-2243166 P.O. BOX 2257 - Abha- Kingdom Of Saudi Arabia SAUDI CONSULTING SERVICES GROUND FLOOR SL AB SECTIONAL DETAILS SHOP DRAWINGS REFERENCE: S-101 TO S-110 MASTER & PARTIAL COLUMN & AXES S-111 TO S-120 MASTER FOUNDATION & GROUND FLOOR FRAMING PLAN XC-G01 GROUND LEVEL SETTING OUT PLAN SD-SS03-S-102 TO 110 PARTIAL COLUMN AND AXES LAYOUT (9 SHEETS) MASTER COLUMN AND AXES LAYOUT SD-SS03-S-101 SD-SS03-S-112 TO 120 PARTIAL FOUNDAITON LAYOUT (9 SHEETS) MASTER FOUNDATION LAYOUT SD-SS03-S-111 S-201 SCHEDULE S-202 COLUMN DETAILS DRAWING TITLE CONTRACTOR : AL RASHID TRADING & CONTRACTING CO. RTCC Tel: (01) 4164111 Fax: (01) 4164222 P.O.Box 307, Riyadh 11411 RIYADH, SAUDI ARABIA PROJECT : TRANSMITTAL NO: DWG. NO. CIVIL/STRUCT. ARCH. COORDINATION ELECT. MECH. REV. NO. SCALE DATE : ENGG. MGR. KING KHALID UNIVERSITY-SPORTS CITY CLIENT : CONSULTANT : SHOP DRAWING KING KHALID UNIVERSITY THE UNIVERSITY CAMPUS ( STRUCTURAL ) MINISTRY OF HIGHER EDUCATION KINGDOM OF SAUDI ARABIA BLDG REF. SS03 CAD BY DATE CHKD. REVISIONS STATUS DATE NO. SD-SS03-S-112A TO 120A GROUND FLOOR PARTIAL LAYOUT (9 SHEETS) GROUND FLOOR MASTER LAYOUT SD-SS03-S-111A 15-03-2013 R1 15-03-13 SOH R1 CHA REVISED AS PER CONSULTANT'S COMMENTS

Language	English
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Elevator
Tags	autocad, béton armé, concrete, door, DWG, formwork, framing, plan, reinforced concrete, schalung, section, Stadium, stahlbeton