Earthquake Resistant Structure Details DWG Detail for AutoCAD

Earthquake Resistant Structure Details DWG Detail for AutoCAD

Structure Details seismoresistant

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

sand cement motar, wall with felt nail, felt tack unto, with water proof, additive and tile color, chiselled to allow last, vertical wall to be, pigment placed over felt, fibre cement roofing tiles, window sill detail showing, mild steel reinforcement, relationship to wall section, bar enclosure burglar proofing, walls and window sill, east, west, south, north, typical section of window sill, fibre-cement roofing tiles, mild steel l cleat fixed onto wall plate, to receive rafters, mild steel fishtail bolt inserted, into concrete to receive, as means of securing down the rafters, guest room, living area, porcelain floor fin., dining area, lobby, ceramic floor fin., kitchen, utility, double garage, bedroom, sho, terrace, boy’s room, kitchentte, front terrace, terrazo floor finish, foundation plan, strip footing detail, hardcore filling, earth filling, first floor slab, general arrangement-, construction notes :, minimum cover to reinforcement, foundation, columnns, beams, slab, bottom, side, top, engineer’s drawings and the specification., approval must be given before the laying of any foundation, concrete. the engineer may vary the level of any, foundation if he considers the soil is not suitable to, the engineer shall inspect all foundation bottoms., with all relevant architects’, mechanical and electrical, all structural engineer’s drawings are to be read in conjunction, should be reported to the engineer immediately, this blinding layer is to be thickened to fill any isolated, they are discovered. blinding must commence as soon as, pockets of soft material. large areas of soft material, all reinforced concrete in contact with the ground., engineer so as to avoid any deterioration of, carried out in accordance with the specification., all backfilling around foundations, ducts etc, is to be, the foundation bottom has been approved by the, reinforcement placed before concreting commences, bars are called up in the following manner, concrete for structural elements shall be as follows, support the design bearing presure., the blinding surface., gridnote, typical lintel detail, arch beam on gridline a, varies, arch, ground floor lintels, first floor lintels, arch beam on gridline d, roof slab, roof slab details, rc. details – staircase, landing beam detail, foundation plan, ground floor slab

Raw text data extracted from CAD file:

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MILD STEEL REINFORCEMENT 18.75mm THROATING 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 4924.31440088636 RELATIONSHIP TO WALL SECTION 37.5mm RECESS AFTER POSITIONING 18.75mm EXTERNAL PLASTER 50mm PVC FRAME 50mm PVC FRAME PROPOSED LOCATION FOR 50mm FLAT BAR ENCLOSURE BURGLAR PROOFING 12.5mm INTERNAL PLASTER TO COVER WALLS AND WINDOW SILL 12.5mm DIAMETER ROD 150mm BLOCK WALL IN SECTION EAST WEST SOUTH NORTH \A1;87.5 \A1;93.75 \A1;275 \A1;25 \A1;87.5 \A1;75 \A1;150 \A1;231.35 \A1;37.5 \A1;37.5 \A1;18.75 \A1;37.5 \A1;106.25 \A1;75 \A1;37.5 \A1;37.5 \A1;12.5 \A1;25 \A1;12.5 \A1;31.25 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 TYPICAL SECTION OF WINDOW SILL 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 MILD STEEL REINFORCEMENT 9.375 @ 225 DIAMETER C/C. 23655.43243456993 1 23655.43243456993 18.75mm THROATING 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 23655.43243456993 \A1;R1800 \A1;700 \A1;450 \A1;2500 \A1;2950 \A1;3600 -53027.22406422591 -53027.22406422591 -53027.22406422591 -53027.22406422591 -53027.22406422591 -53027.22406422591 \A1;R750 \A1;1625 \A1;1625 \A1;750 \A1;2375 \A1;1500 -90090.21551203576 -90090.21551203576 -90090.21551203576 -90090.21551203576 -90090.21551203576 -90090.21551203576 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;225 \A1;425 \A1;300 7. 25 50mmx50mm h.w battens @ 300mm c/cs. 50mmx150mm h.w. rafters @ 900m c/cs . fibre-cement roofing tiles Mild steel L cleat fixed onto wall plate to receive rafters Mild steel fishtail bolt inserted into concrete to receive 100mmx75mm wall plate 100mmx75mm hardwood timber wall plate 300mmx150mm reinforced concrete roof beam with 6mm tie rods inserted into concrete over rafters at 600mm C/C 6mm mild steel rods to tie over rafters as means of securing down the rafters 150mm sancrete block -115542.3562331786 -115542.3562331786 -115542.3562331786 -115542.3562331786 -115542.3562331786 150mm lintel over window opening 25mmx300mm h.w timber fascia board -115542.3562331786 -115542.3562331786 -115542.3562331786 \A1;1400 \A1;2580 \A1;2800 \A1;R1400 \A1;1100 \A1;1100 -96403.44540075655 -96403.44540075655 -96403.44540075655 -96403.44540075655 -96403.44540075655 -96403.44540075655 \A1;2300 \A1;1150 \A1;R1150 \A1;1350 \A1;1350 \A1;2500 -113740.1545902891 -113740.1545902891 -113740.1545902891 -113740.1545902891 -113740.1545902891 -113740.1545902891 \A1;3300 \A1;1825 \A1;780 \A1;R2211 -116759.0006263838 -116759.0006263838 -116759.0006263838 -116759.0006263838 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 guest room UP living area PORCELAIN FLOOR FIN. dining area sho/wc lobby CERAMIC FLOOR FIN. 4 1 2 3 7 5 6 9 8 kitchen utility +0.600 +0.600 +0.600 +0.000 double garage bedroom sho wc terrace boy's room kitchentte front terrace lobby W2 8 D1 10 GD GD +0.600 +0.450 +0.450 +0.450 +0.600 +0.600 +0.600 -210709.5436339166 -210709.5436339166 -210709.5436339166 -210709.5436339166 -210709.5436339166 PORCELAIN FLOOR FIN. PORCELAIN FLOOR FIN. PORCELAIN FLOOR FIN. PORCELAIN FLOOR FIN. PORCELAIN FLOOR FIN. CERAMIC FLOOR FIN. CERAMIC FLOOR FIN. CERAMIC FLOOR FIN. CERAMIC FLOOR FIN. CERAMIC FLOOR FIN. TERRAZO FLOOR FINISH \A1;1750 \A1;3300 \A1;2400 \A1;3600 \A1;950 \A1;1750 \A1;4250 \A1;2400 \A1;3600 \A1;450 \A1;1350 \A1;2700 \A1;4650 \A1;1800 \A1;3750 \A1;1800 \A1;950 \A1;950 \A1;750 \A1;300 \A1;2700 \A1;4650 \A1;1800 \A1;3750 \A1;1725 \A1;1875 \A1;1725 \A1;450 \A1;250 \A1;200 \A1;400 \A1;150 \A1;250 \A1;3600 \A1;450 \A1;2025 \A1;450 \A1;150 \A1;VARIES \A1;150 \A1;225 \A1;R1150 \A1;R1150 \A1;R1182 \A1;R1400 \A1;R1400 \A1;150 \A1;VARIES \A1;150 \A1;VARIES \A1;R1800 \A1;R750 \A1;1750 \A1;3300 \A1;2400 \A1;3600 \A1;3375 \A1;3150 \A1;2250 \A1;3150 \A1;950 \A1;1750 \A1;4250 \A1;2400 \A1;3600 \A1;450 \A1;1350 \A1;2550 \A1;3375 \A1;1800 \A1;2700 \A1;4650 \A1;1800 \A1;3750 \A1;1800 \A1;4350 \A1;1800 \A1;950 \A1;950 \A1;775 \A1;3375 \A1;750 \A1;825 \A1;825 \A1;2700 \A1;425 \A1;2900 \A1;1325 \A1;1800 \A1;2025 \A1;1425 \A1;1725 \A1;2250 \A1;1725 \A1;1425 \A1;975 \A1;600 \A1;15300 \A1;600 \A1;2800 \A1;600 \A1;2800 \A1;600 \A1;600 \A1;3125 \A1;2900 \A1;3125 \A1;2700 \A1;3625 \A1;3625 \A1;3750 \A1;300 \A1;1725 \A1;1875 \A1;1725 \A1;1750 \A1;3300 \A1;2400 \A1;950 \A1;1750 \A1;4250 \A1;2400 \A1;1875 \A1;450 \A1;2700 \A1;4650 \A1;1800 \A1;3750 \A1;950 \A1;950 \A1;750 \A1;2700 \A1;425 \A1;2900 \A1;1325 \A1;1800 \A1;300 \A1;13400 \A1;2700 \A1;4650 \A1;1800 \A1;3750 \A1;12900 \A1;R2408 \A1;4650 \A1;R750 \A1;2400 \A1;2350 \A1;450 \A1;2400 \A1;2350 \A1;150 \A1;225 \A1;150 \A1;VARIES \A1;150 \A1;450 \A1;200 \A1;75 \A1;175 \A1;825 \A1;1675 \A1;450 \A1;75 \A1;200 \A1;175 \A1;2400 \A1;3375 \A1;600 \A1;450 \A1;10No. EQUAL RISERS AT 150mm ctrs.=1500 \A1;150 \A1;10No. EQUAL RISERS AT 150mm ctrs.=1500 \A1;825 \A1;1500 \A1;9No. TREADS AT 300mm ctrs. = 2700 \A1;150mm WAIST \A1;150 \A1;150 \A1;1050 \A1;150 \A1;1050 \A1;150 \A1;150 \A1;450 \A1;300 \A1;450 \A1;300 \A1;450 FOUNDATION PLAN -633559.0 -633559.0 T1202 R801-300 STRIP FOOTING DETAIL T1202 T1202 T1202 T1202 T1202 \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;1000 \A1;350 \A1;300 \A1;350 \A1;1000 \A1;600 \A1;150 \A1;600 \A1;750 \A1;300 \A1;150 \A1;300 \A1;750 \A1;300 \A1;150 \A1;300 \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;1200 \A1;225 \A1;150 \A1;600 \A1;225 \A1;1200 \A1;300 \A1;600 \A1;300 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;600 \A1;300 \A1;150 \A1;150 \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;750 \A1;300 \A1;150 \A1;300 \A1;1050 \A1;300 \A1;300 \A1;450 \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;150 \A1;600 \A1;150 \A1;450 \A1;150 \A1;300 \A1;600 \A1;600 \A1;300 \A1;75mm KICKER \A1;150 \A1;300 \A1;2950 \A1;3550 \A1;3550 \A1;150 \A1;300 \A1;150 \A1;300 \A1;150 \A1;600 \A1;600 \A1;150 \A1;150 \A1;600 \A1;3300 \A1;150 \A1;300 \A1;150 \A1;150 \A1;3350 \A1;3300 \A1;3200 \A1;150 \A1;150 \A1;3000 \A1;3000 \A1;150 \A1;600 \A1;150 \A1;450 \A1;150 \A1;150 \A1;3200 \A1;150 \A1;3350 \A1;3300 \A1;150 \A1;3350 \A1;3300 \A1;150 \A1;300 \A1;300 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 C6 C6 C7 C2 C5 C5 C5 C2 C2 C5 C6 C4 C3 C3 C3 C4 C4 B1 B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B3 B3 B3 B3 B3 B3 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B4 C8 B4 C9 B4 C8 C2 B2 B2 B3 C1 C1 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 <> <> <> <> <> <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 C6 C6 C7 C2 C5 C5 C5 C2 C2 C5 C6 C4 C3 C3 C3 C4 C4 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C8 C9 C8 C2 C1 C1 C2 5 5 5 5 5 5 5 5 5 <> <> <> <> <> <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.450 +0.450 +0.450 +0.600 +0.600 +0.600 +0.450 +0.450 +0.600 +0.600 +0.600 +0.600 +0.600 +0.600 +0.600 2a 2700 600 450 150 HARDCORE FILLING EARTH FILLING 150 225 150 150 R6 AT 250mm BOTHWAYS SECTION 1 - 1 1 9 10 11 R6 AT 250mm BOTHWAYS 600 450 150 300 150 HARDCORE FILLING EARTH FILLING SECTION 2 - 2 2 2 4350 1800 2A 3000 900 600 300 600 450 150 HARDCORE FILLING EARTH FILLING 50mm CONCRETE BLINDING 1350 450 1350 450 150 225 150 150 R6 AT 250mm BOTHWAYS SECTION 1 - 1 1 9 10 11 R6 AT 250mm BOTHWAYS 900 600 300 600 450 150 450 450 450 750 750 750 300 150 HARDCORE FILLING EARTH FILLING 50mm CONCRETE BLINDING SECTION 2 - 2 2 2 1 1 4350 1800 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C7 C2 C5 C5 C5 C2 C5 C2 C2 5 5 5 5 5 5 <> 300x150 LINTEL C2 C2 5 C10 C11 C10 C10 C10 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 200x450mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 450x150mm BEAM 5 5 5 5 5 C10 +3600 200mm SLAB +3600 200mm SLAB +3600 200mm SLAB +3600 200mm SLAB +3600 200mm SLAB +3550 200mm SLAB +3600 200mm SLAB FIRST FLOOR SLAB GENERAL ARRANGEMENT- 6-R806-200 600 600 T1202 6-T1205 300 (8No.) COLUMN C2&C6 STARTERS 2 2 T1202 T1202 75mm KICKER 2x6-R808-200 600 600 10-T1004 300 (3No.) COLUMN C4 STARTERS 3 3 75mm KICKER T1203 T1203 T1203 T1203 1000 350 300 350 1000 600 150 600 6-T1202-175 5-T1001-175 750 300 150 300 750 300 150 300 5-T1001-175 6-R807-200 600 600 T1001 T1001 T1001 4-T1004 300 (17No.) COLUMN C1 STARTERS 1 1 T1001 T1001 75mm KICKER (17No.) COLUMN BASE B1 DETAIL 600 600 6-T1004 300 (3No.) COLUMN C3 STARTERS 4 4 75mm KICKER (7No.) R806 (12No.) COLUMN BASE B2 DETAIL COLUMN BASE B3 DETAIL 7-T1203-175 7-T1203-175 1200 225 150 600 225 1200 300 600 300 6-T1202-175 T1202 T1202 T1203 T1203 T1203 T1203 T1203 T1203 T1203 T1203 6-R808-200 150 T1205 T1205 T1205 T1205 150 R808 T1004 T1004 T1004 T1004 T1004 T1004 600 150 150 600 600 SECTION 1 - 1 SECTION 2 - 2 SECTION 3 - 3 SECTION 4 - 4 T1004 T1004 T1004 T1004 T1004 T1004 T1004 T1004 T1004 T1004 R808 R808 300 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm 150 R807 T1004 T1004 T1004 T1004 150 6-R804-200 600 600 6-T1201 300 (4No.) COLUMN C5 STARTERS 1 1 75mm KICKER 6-T1007-200 5-T1003-200 750 300 150 300 1050 300 300 450 6-R805-200 600 600 6-T1002 300 (2No.) COLUMN C8 STARTERS 2 2 75mm KICKER 6-R806-200 600 600 6-T1002 300 (1No.) COLUMN C9 STARTERS 3 3 75mm KICKER 150 R803 T1002 T1002 T1002 T1002 T1002 T1002 600 SECTION 3 - 3 150 R805 T1002 T1002 T1002 T1002 T1002 T1002 450 SECTION 2 - 2 (3No.) COLUMN BASE B4 DETAIL R804 150 T1201 T1201 T1201 T1201 T1201 T1201 SECTION 1 - 1 300 6-R804-200 600 600 6-T1201 300 (1No.) COLUMN C7 STARTERS 4 4 75mm KICKER T804 150 T1201 T1201 T1201 T1201 SECTION 4 - 4 300 T1201 T1201 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm COLUMN C1 DETAIL 4-T1001 2950 (17No.) 75mm KICKER 1 1 COLUMN C2 DETAIL 4-T1204 (5No.) COLUMN C3 DETAIL 18-R808-200 3550 (3No.) 75mm KICKER 4 4 COLUMN C4 DETAIL 2x18-R808-200 3550 (3No.) 5 5 10-T1005 75mm KICKER R807 150 T1202 T1202 T1202 T1202 SECTION 2 - 2 300 R807 150 T1204 T1204 T1204 SECTION 3 - 3 300 150 R808 T1005 T1005 T1005 T1005 T1005 T1005 600 SECTION 4 - 4 600 150 150 600 SECTION 5 - 5 T1005 T1005 T1005 T1005 T1005 T1005 T1005 T1005 T1005 T1005 R808 R808 6-T1005 COLUMN C6 DETAIL 6-T1206 15-R807-200 3300 (3No.) 75mm KICKER 7 7 R807 150 T1206 T1206 T1206 T1206 SECTION 7 - 7 300 12-R803-200 3-R803-200 150 R803 R1001 R1001 R1001 R1001 150 6-T1202 15-R807-200 11-R807-200 3350 3300 75mm KICKER 75mm KICKER 2 2 3-R807-200 3 3 SECTION 1 - 1 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm SECTION 1 - 1 4-T1007 11-R810-200 3200 75mm KICKER COLUMN C10 DETAIL (6No.) 4-T1208 6 6 150 R810 T1007 T1007 T1007 T1007 150 SECTION 6 - 6 COLUMN C7 DETAIL (1No.) COLUMN C8 DETAIL 12-R809-200 3000 (2No.) 75mm KICKER 4 4 3-R809-200 COLUMN C9 DETAIL 6-T1005 12-R806-200 3000 (1No.) 75mm KICKER 5 5 3-R806-200 150 R806 T1005 T1005 T1005 T1005 T1005 T1005 600 SECTION 5 - 5 150 R809 T1005 T1005 T1005 T1005 T1005 T1005 450 SECTION 4 - 4 150 R810 T1203 T1203 T1203 T1203 150 SECTION 3 - 3 4-T1007 11-R802-200 3200 75mm KICKER COLUMN C11 DETAIL (1No.) 4-T1208 7 7 150 R802 T1007 T1007 T1007 T1007 300 SECTION 7 - 7 2-T1204 4-T1203 15-R802-200 11-R810-200 3350 3300 75mm KICKER 75mm KICKER 2 2 2-T1201 3-R810-200 3 3 2-T1201 R802 150 T1201 SECTION 2 - 2 COLUMN C5 DETAIL 4-T1203 (4No.) 6-T1201 15-R802-200 11-R802-200 3350 3300 75mm KICKER 75mm KICKER 1 1 3-R802-200 R802 150 T1201 T1201 T1201 T1201 T1201 T1201 300 300 T1201 T1201 T1201 T1204 T1204 C10 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE T1205 T1205 T1202 T1203 T1203 T1202 T1202 T1204 T1206 T1206 6-T1005 400x150mm BEAM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE 5 5 5 5 GRIDNOTE 5 GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE 5 5 5 5 FIRST FLOOR SLAB GENERAL ARRANGEMENT- GRIDNOTE GRIDNOTE 5 5 5 12-T1001-300 T2 6 6 24-T1002-200 B1 4-T1003-200 B2&T2 24-T1004-200 T1 8-T1005-200 B2 4-T1006-200 B2&T2 8 8 16-T1007-300 T2 44-T1208-150 B1 4-T1009-200 B2&T2 13-T1010-200 B2&T1 11-T1011-200 B2 9-T1012-200 B2 21-T1014-200 T1 6 3 3 12-T1013-300 T2 6 6 12-T1015-300 T2 21-T1216-200 B2 27-T1017-200 B2&T1 12 15 11 9 20-T1218-150 B2 16 19 35-T1219-150 B2 28-T1006-300 T2 7 6 6 9 21 7 28-T1014-200 T1 7 7 14-T1020-300 T2 28-T1021-200 B1 4-T1022-200 B1&T1 20-T1223-200 B1 10-T1224-200 B1 14-T1007-300 T2 7 7 10-T1025-200 T1 10-T1026-200 B2 11-T1027-200 B2 450 250 200 GRIDNOTE GRIDNOTE GRIDNOTE 400 150 250 3600 450 2025 450 SECTION 1 - 1 T1002 T1004 T1006 T1006 T1013 T1013 T1013 T1013 T1013 T1013 T1013 T1013 T1013 T1013 T1011 T1011 T1011 T1011 T1011 T1011 T1011 T1011 T1011 T1012 T1012 T1012 T1012 T1012 T1005 T1005 T1005 1 1 TYPICAL LINTEL DETAIL 2-T1018 2-T1018 R819-200 R819-200 4 4 ARCH BEAM ON GRIDLINE 1 ARCH BEAM ON GRIDLINE A ARCH BEAM OFF GRIDLINE 4 GRIDNOTE GRIDNOTE GRIDNOTE 2-T1001 2-T1002 2-T1001 2-T1203 2-T1004 2-T1008 2-T1018 2-T1207 2-T1012 2-T1011 2-T1011 12-R806-200 (VARIES) 2-T1005 2-T1005 2-T1005 2-T1005 2-T1005 12-R806-200 (VARIES) 12-R806-200 (VARIES) 12-R810-200 (VARIES) 12-R810-200 (VARIES) 2-T1009 2-T1009 2-T1008 2-T1013 7-R814-200 (VARIES) 150 R806 T1001 T1001 T1004 T1004 VARIES SECTION 1-1 T1002 T1002 150 R819 T1018 T1018 T1018 T1018 225 SECTION 4-4 1 1 R1150 R1150 R1182 R1400 R1400 ARCH ON GRIDLINE 11 DETAIL 16-R817-200 (VARIES) 2-T1015 2-T1015 2-T1016 2-T1016 2-T1018 2-T1018 2-T1018 2-T1018 3 3 2 2 150 R810 T1018 T1018 T1009 T1009 VARIES SECTION 2-2 R1207 R1207 150 R817 T1015 T1015 T1016 T1016 VARIES SECTION 3-3 T1015 T1015 R1800 R750 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE 5 5 5 5 5 5 5 5 5 5 C2 C1 C1 5 5 5 5 5 <> <> <> <> <> <> 5 GRIDNOTE GRIDNOTE 5 GRIDNOTE ARCH ARCH ARCH ARCH ARCH ARCH ARCH 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 5 GROUND FLOOR LINTELS 5 5 5 5 5 5 3125 2900 3125 GRIDNOTE GRIDNOTE 2700 GRIDNOTE GRIDNOTE 3625 3625 3750 5 5 5 5 5 5 5 5 5 5 5 5 5 GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE 5 5 5 5 5 5 5 5 GRIDNOTE 5 300x150 LINTEL 5 ARCH 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x300mm BEAM 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE 5 5 5 5 5 FIRST FLOOR LINTELS GENERAL ARRANGEMENT- GRIDNOTE GRIDNOTE 5 5 5 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL 300x150 LINTEL ARCH 2-T1006 2-T1006 2-T1205 2-T1004 21-R808-200 GRIDNOTE GRIDNOTE 2-T1009 2-T1009 2 2 ARCH BEAM ON GRIDLINE 7 R2408 4650 ARCH BEAM ON GRIDLINE D 2-T1010 2-T1010 2-T1011 2-T1011 R750 8-R803-200 (VARIES) 5 GRIDNOTE GRIDNOTE 5 +5950 200mm SLAB 450x150 BEAM 450x150 BEAM 450x150 BEAM 450x150 BEAM 450x150 BEAM 450x150 BEAM 5 5 GRIDNOTE GRIDNOTE 5 13-T1202-200 B1&T1 13-T1201-200 B2&T2 2-T1006 TYPICAL LINTEL DETAIL 2-T1006 R807-200 R807-200 1 1 150 R807 T1006 T1006 T1006 T1006 225 SECTION 1-1 150 R808 T1004 T1004 T1009 T1009 VARIES SECTION 2-2 T1205 T1205 3-T1212 3-T1212 ROOF BEAM ON GRIDLINE 4&5 (2No.) 3 3 GRIDNOTE \A1;3675 25-R813-150 GRIDNOTE \A1;825 2-T1214 2-T1214 ROOF BEAM ON GRIDLINE D1&E1 (2No.) 5 5 \A1;2400 17-R813-150 GRIDNOTE GRIDNOTE GRIDNOTE GRIDNOTE 6-R813 GRIDNOTE GRIDNOTE ROOF SLAB GENERAL ARRANGEMENT- ROOF SLAB DETAILS 150 450 SECTION 3-3 200 R813 T1212 T1212 T1212 T1212 75 175 T1212 T1212 GRIDNOTE 825 1675 450 75 200 175 T1201 SECTION 4-4 T1202 T1202 T1202 T1202 T1202 T1202 4 4 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1202 T1201 1 2 1 2 GRIDNOTE GRIDNOTE 2400 3375 600 450 10No. EQUAL RISERS AT 150mm ctrs.=1500 150 10No. EQUAL RISERS AT 150mm ctrs.=1500 825 1500 9No. TREADS AT 300mm ctrs. = 2700 RC. DETAILS - STAIRCASE T1001 150mm WAIST T1009 T1007 T1011 T1010 2-T1214 2-T1214 10-R813-200 150 8-T1001-200 150 1050 150 1050 150 8-T1002-200 29-T1003-200 8-T1004-200 8-T1005-200 12-T1006-200 8-T1007-150 8-T1008-150 8-T1009-150 27-T1003-200 8-T1010-150 8-T1011-150 150 R813 T1214 T1214 T1214 T1214 450 SECTION 3-3 LANDING BEAM DETAIL SECTION 1-1 SECTION 2-2 T1003 T1003 T1003 R1203 T1002 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1006 T1006 T1006 T1005 T1006 T1006 T1006 T1006 T1006 T1004 T1002 T1005 T1006 T1006 T1008 T1008 T1007 T1009 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1003 T1006 T1006 T1006 T1006 T1006 T1006 T1006 T1006 T1006 T1006 T1009 T1011 GRIDNOTE GRIDNOTE 3 3 GRIDNOTE T1012 T1012 8-T1012-200 T1003 T1003 T1003 T1003 T1003 T1003 T1003 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm T1011 T1006 T1012 T1012 T1012 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm 300 450 T1202 R801-300 STRIP FOOTING DETAIL T1202 T1202 T1202 T1202 T1202 CONSTRUCTION NOTES : BENDING SCHEDULES PRODUCED ON SEPARATE A4 SHEETS ATTACHED MINIMUM COVER TO REINFORCEMENT FOUNDATION COLUMNNS BEAMS SLAB BOTTOM 25mm 50mm SIDE - - TOP ENGINEER'S DRAWINGS AND THE SPECIFICATION. APPROVAL MUST BE GIVEN BEFORE THE LAYING OF ANY FOUNDATION CONCRETE. THE ENGINEER MAY VARY THE LEVEL OF ANY FOUNDATION IF HE CONSIDERS THE SOIL IS NOT SUITABLE TO THE ENGINEER SHALL INSPECT ALL FOUNDATION BOTTOMS. WITH ALL RELEVANT ARCHITECTS', MECHANICAL AND ELECTRICAL ALL STRUCTURAL ENGINEER'S DRAWINGS ARE TO BE READ IN CONJUNCTION SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY THIS BLINDING LAYER IS TO BE THICKENED TO FILL ANY ISOLATED THEY ARE DISCOVERED. BLINDING MUST COMMENCE AS SOON AS A MINIMUM OF 50mm BLINDING CONCRETE IS TO BE LAID UNDER POCKETS OF SOFT MATERIAL. LARGE AREAS OF SOFT MATERIAL ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND. ENGINEER SO AS TO AVOID ANY DETERIORATION OF CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION. ALL BACKFILLING AROUND FOUNDATIONS, DUCTS ETC, IS TO BE THE FOUNDATION BOTTOM HAS BEEN APPROVED BY THE REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES BAR MARK / SPACING / ANY SPECIAL CONSIDERATION BARS ARE CALLED UP IN THE FOLLOWING MANNER THIS SIGNIFIES THAT 10 MILD STEEL BARS OF 12mm DIAMETER BARMARK 5, ARE REQUIRED AT200mm CENTERS AT THE TOP No REQUIRED / TYPE OF STEEL / DIAMETER OR SIZE / CONCRETE FOR STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS REINFORCEMENT PLACED BEFORE CONCRETING COMMENCES THE ENGINEER SHALL GIVE APPROVAL ONE (1) CLEAR DAY FOR ALL SUPERSTRUCTURE = GRADE 25/20 SUBSTRUCTURE = GRADE 30/20 10 - R1205- 200" SUPPORT THE DESIGN BEARING PRESURE. THE BLINDING SURFACE. 50mm 50mm 25mm 25mm 25mm 25mm 25mm 25mm R6 AT 250mm BOTHWAYS AT TOP WITH 25mm COVER R6 AT 250mm BOTHWAYS AT TOP WITH 25mm COVER FOUNDATION PLAN GROUND FLOOR SLAB GENERAL ARRANGEMENT- T1003

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garage
Tags	autocad, DETAIL, details, DWG, earthquake, erdbebensicher strukturen, resistant, seismic structures, seismoresistant, structure, strukturen