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GENERAL 1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS' DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE REFERRED TO THE DESIGNER/ENGINEER BEFORE PROCEEDING WITH THE WORK. 2. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTIO... | sample.pdf |
WORKPLACE HEALTH AND SAFETY DESIGN REPORT THESE NOTES SHOULD BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT. THIS INCLUDES (BUT IS NOT LIMITED TO): CLIENT, OWNE R, PRINCIPAL CONTRACTOR, SUB-CONTRACTORS, TRADE-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTENANCE WORKERS, DEMOLISHERS OR GENERAL WORKERS. GE... | sample.pdf |
CONFINED SPACES 1. CONSTRUCTION AND MAINTENANCE OF THIS BUILDING MAY REQUIRE EXCAVATION AND INSTALLATION OF ITEMS WITHIN EXCAVATIONS. SPECIAL CARE MUST BE TAKEN WHEN WORKERS ARE REQUIRED TO ENTER A TRENCH MORE THAN 1. 5m DEEP. 2. THE SOIL INVESTIGATION REPORT SHOULD BE READ AND ASSESSED BEFORE ANY EXCAVATION WORK IS CO... | sample.pdf |
MINIMUM HEIGHT OF SLAB FOR HABITABLE ROOMS SHALL BE 300mm. GROUND AROUND THE PERIMETER OF THE BUILDING SHALL SLOPE 50mm IN 1000mm MIN AWAY FROM THE BUILDING. CUT AND PROVIDE FILL AROUND BUILDING AS REQUIRED TO MAINTAIN FALLS AND REQUIRED LEVELS. ALL CONCRETE TO BE CAST IN ACCORDANCE WITH THE REQUIREMENTS OF AS3600 AND ... | sample.pdf |
FOOTING REINFORCEMENT LAP CORNER DETAILS 1:20 1-N12. 500 LEGS. 300 1-N12. 500 LEGS. EB2 300 N10-600 TYP. TYPICAL EB2 DETAIL 1:20 300 200 450 LAP 100 EB1 300 TYPICAL EB1 DETAIL 1:20 300 300 N10-600 TYP. STARTER BARS TO MATCH SIZE AND GRADE OF WALL REINFORCEMENT TYP. 0. 2mm POLYETHYLENE MEMBRANE ON COMPACTED SAND TYP. 30... | sample.pdf |
WIND DIRECTION A REQUIRED: 63k N ACHIEVED: 146k N WIND DIRECTION B REQUIRED: 53k N ACHIEVED: 368k N BRACING PLAN 1:100 LBW FIX TIMBER FRAMES TO CONCRETE MASONRY WALL WITH 1-M12 CHEMSET AT TOP PLATE AND MID-HEIGHT TYP. ROOF BATTENS: 35 x 70 MGP12 ROOF BATTENS AT 600 CENTRES. 1/75mm N o 14 TYPE 17 SCREW TO EACH TRUSS. RO... | sample.pdf |
TRUSS TO WALL DETAIL 1:20 75 x 12mm PLATE. 2-M12 BOLTS. 40k N CAPACITY. 100mm MAX. 100mm MAX. SOLID NOGGING. BOLT SIZE AS PER TABLE. 50 J2 J3 J4 JD4 JD5 JD6 50 46 35 28 21 M16 BOLT NOTE: THE TOP PLATE SHALL BE FIXED TO THE LINTEL WITHIN 100mm OF EACH RAFTER/TRUSS. LINTEL TIE DOWN DETAIL NTS 27 27 26 20 16 12 M12 BOLT T... | sample.pdf |
FRAMING ANCHORS (LEGS NOT BENT) 6/Ø2. 8mm NAILS EACH FACE. PROVIDE CLEARANCE WHERE ROOF IS TRUSSED. BRACING WALL. SCREWS OR BOLTS AS PER TABLE. TRIMMER: ONE BOLT: 90 x35mm F8 OR: 90 x 45mm F5 TWO BOLTS: 120 x 35mm F8 OR: 120 x 45mm F8 J2 J3 J4 JD4 JD5 JD6 1/No. 14 TYPE 17 2/No. 14 TYPE 17 3/No. 14 TYPE 17 4. 8 3. 5 2. ... | sample.pdf |
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