Go For Broke structual
- 1. OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE W250X40 W250X40 STEEL BEAM W250X40 OPEN TO ABOVE D.O. D.O. D.O. D.O. D.O. D.O. D.O. 250OSWJ D.O. D.O. D.O. D.O. D.O. D.O. 250OSWJ D.O. D.O. 350OSWJ D.O. D.O. 100OSWJ 100OSWJ 400OSWJ 350OSWJ D.O. D.O. 300OSWJ D.O. D.O. D.O. D.O. D.O. D.O. D.O. 300OSWJ 75X75X8STEELANGLE D.O. 400OSWJ D.O. D.O. D.O. 75X75X8STEELANGLE 75X75X8STEELANGLE 75X75X8STEELANGLE 75X75X8 STEEL ANGLE L2 D.O. 100OSWJ 100OSWJ 350OSWJ C E G H 1 2 3 4 5 9 D W250X40 W250X40 1200.0 mm TYP. 350OSWJ L2L2L2L2 L2 L1 L1 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L3 L2 L1L1 L1 L1 8 7 6 F STEEL DECK STEEL DECK STEEL DECK A B 380mm CAST IN PLACE CONCRETE EXTERIOR FOUINDATION WALL SUPPORTING EXTERIOR LOAD BEARRING BRICK ON C.M.U. WALLS CONCRETE FOUNDATION WALL FOOTINGS NO FOOTING. KEYREINFORCED WITH 2-15M REBARS HOOKED BAR INTO FOUNDATION WALL (INTERIOR AND EXTERIOR) C E G H 1 2 3 4 5 9 D 8 190mm CODE 20 CONCRETE BLOCK FOUINDATION WALL COMPRISED OF 2 COURSES. SUPPORTING INTERIOR LOAD BEARING MASONRY WALLS AT A HIEGHT OF 400mm TOTAL WITH MORTER. 1500mm X 1500mm X 400mm CONCRETE PEIR FOOTINGS 590mm WIDE X 200mm DEEP CONCRETE FOUINDATION FOOTING SUPPORTING INTERIOR LOAD BEARRING MASONERY FOUNDATION WALLS WITH 200mm PROGECTION ON EITHR SIDE OF THE FOUNDATION WALL 600mm X 600mm X 1200mm CONCRETE PEIRS TO SUPORT POINTLOADS CARRIED THOUGHT THE STRUCTURE BY HA 150mm DIAMIETER CIRCULAR STEEL COLUMN 780mm WIDE X 200mm DEEP CONCRETE FOUINDATION FOOTING SUPPORTING EXTERIOR LOAD BEARRING MASONERY FOUNDATION WALLS WITH 200mm PROGECTION ON EITHR SIDE OF THE FOUNDATION WALL 19970.0 mm 3400.0 mm 1200.0 mm 3400.0mm 17870.0mm 5196.9 mm 5970.0 mm 13399.9 mm 3484.4mm 1100.0mm 24570.0 mm 7 6 5610.0 mm13410.0 mm 3294.4mm4386.8mm 1296.3mm 2845.0mm1352.5mm4170.0mm 3210.0mm6833.8mm F 17870.0mm A 6938.8mm5170.0mm B L2 L2 L4 150OSWJ 150OSWJ 75X75X8STEELANGLE 75X75X8 STEEL ANGLE 75X75X8STEELANGLE 75X75X8 STEELANGLE W250X40 W250X39 300OSWJ D.O. D.O. 300OSWJ D.O. W250X40 350OSWJ D.O. D.O. C E G H 1 2 3 4 5 9 D 75X75X8STEELANGLE 2400.0 mm TYP. 8 W250X40 W250X40 D.O. 350OSWJ L1 L1 OPEN TO ENTERANCE LOBBEY BELLOW L1L1 L1 L2 L3 L2 L1 L4 L4 W250X40 W250X40 W250X40 D.O. L1 D.O. STEEL DECK HA 150mm DIAMIETER CIRCULAR STEEL COLUMN CAPPED BY A 200mm X 200mm X 15mm STEEL PLATE AT THE TOP AND BOTTOM OF COLUMN AND RESTING ON THE SUPORTING STRUCTION OF THE SECOND FLOOR EXTENDING UP TO THE INJTERSECTION OF W250 X 40 STEEL BEAMS ABOVE STEEL DECK STEEL DECK STEEL DECK STEEL DECK 7 6 F L1 D.O. D.O. D.O. 350OSWJ 350OSWJ D.O. D.O. A L1L1 L4 HA 150mm DIAMIETER CIRCULAR STEEL COLUMN RESTING ON THE SUPORTING STRUCTION OF THE FIRST FLOOR AND EXTENDING UP TO THE INTERSECTIONS OF W250 X 40 STEEL BEAMS ON THE FIRST AND SECOND FLOOR ABOVE 150OSWJ 150OSWJ L2 B CODE 20 MASONARY UNITS 190mm X 190mm X 390mm 10mm MORTOR JOINTS W200 X 36 STEEL BEAM 10mm STEEL PLATE CODE 20 MASONARY UNITS 190mm X 190mm X 390mm 10mm MORTOR OR JOINTS 2-15m REBAR INFORCMENT CAST IN PLACE CONCRETE OR GROUT 190mm LINTAL BLOCK CODE 20 MASONARY UNITS 190mm X 190mm X 390mm 10mm MORTOR JOINTS 2 - 100 X 90 X 8 LLV'S STEEL ANGLE 125 X 90 X 8 LLV STEEL ANGLE CODE 20 MASONARY UNITS 190mm X 190mm X 390mm 10mm MORTOR JOINTS 10mm STEEL PLATE W200 X 22 STEEL BEAM Scale Date Drawn byARCHITECTURE - CONSTRUCTION ENGINEERING TECHNOLOGY Sheet No. As indicated 10/4/20141:46:49PM S1 STRUCTURAL PLANS ARCH1030 MAJOR PROJECT 9/26/2014 KIERAN TRIMBEE GO FOR BROKE DESINGE GROUP 1 : 100 S1 SECOND FLOOR FRAMING PLAN2 1 : 100 S1 FOUNDATION PLAN1 1 : 100 S1 ROOF FRAMING PLAN3 1 : 10 S1 LINTELS SCHEDULE4 L1 FOR ALL MASONRY OPENINGS IN LOAD BEARING WALLS INTERIOR LINTEL L2 EXTERIOR LINTEL L3 EXTERIOR LINTEL L4 EXTERIOR LINTEL FOR MASONRY OPENINGS UP TO 1210mm FOR MASONRY OPENINGS 1210mm-2410mm FOR MASONRY OPENINGS 2410mm-4810mm