ENGINEERED TIMBER TRUSS ROOF SYSTEM 1. IMPORTANCE LEVEL 1. ALL BLOCKWORK SHALL BE IN ACCORDANCE WITH AS3700. 2. CONCRETE BLOCKS SHALL BE TO AS2733. WITH A F'UC=15MPa. 3. CLAY BLOCKS SHALL BE TO AS1225. WITH A F'UC=20MPa. 4. REINFORCEMENT AND CONCRETE CORE FILLING SHALL COMPLY WITH THE NOTES ON "CONCRETE AND REINFORCEMENT". MORTAR USED IN MASONRY THAT IS TO BE GROUTED OR REINFORCED SHALL BE OF CLASSIFICATION M3 TO AS3700. M3 CEMENT: LIME : SAND CEMENT : 1. THE BUILDER SHALL BE RESPONSIBLE TO OBTAIN, FROM THE TRUSS MANUFACTURER, A C E R T I F I C A T E W I T H C L E AR L Y S T A T E D D E S I G N A S S U M P T I O N S B A S E D O N T H E S E R V I C E LOADS MENTIONED ABOVE, AND CERTIFICATION FOR ALL TRUSS TO TRUSS CONNECTIONS AND FORWARD THESE TO THE ENGINEER FOR APPROVAL, BEFORE COMMENCING ANY BUILDING WORKS THAT COULD BE AFFECTED BY THESE VARIABLES. 2. TRUSS DETAILER TO SPECIFY THIS BUILDING AS "HOUSE" IN DETAILING SOFTWARE [IN ACCORDANCE WITH AS1720.1AS1720.1-2010 TABLE 2.1] 3. ALL TRUSS TIMBER IS TO BE JOINT GROUP JD4 OR BETTER & TREATED TO H2 LEVEL UNLESS NOTED OTHERWISE. TRUSS NAIL PLATES, TRUSS TO TRUSS CONNECTORS TO BE GALVANIZED. 4. STEEL BRACING MEMBERS ARE TO BE GALVANIZED. 5. DESIGN AND CONSTRUCT THE ROOF TRUSSES FOR INTEGRATION WITH THE REST OF THE STRUCTURE. 6. UNLESS STATED OTHERWISE ON ENGINEER'S STRUCTURAL DRAWINGS OR SPECIFICATIONS, ROOF TRUSSES SHALL BE DESIGNED ASSUMING THE SUPPORTING STRUCTURE IS STABLE IN IT'S OWN RIGHT. 7. UNLESS STATED OTHERWISE, DESIGN SCISSOR TRUSSES WITH ONE ROLLER SUPPORT TO AVOID ADDITIONAL PUSHPUSH-OUT HORIZONTAL FORCES ONTO SUPPORT. 8. SPAN TRUSSES ONLY BETWEEN THE NOMINATED SUPPORTS/HOLD DOWN POSITIONS INDICATED ON STRUCTURAL DRAWINGS. ANY ALTERATION TO THIS LAYOUT IS TO BE CONFIRMED IN WRITING WITH THE ENGINEER. 9. MANUFACTURER TO SUPPLY TRUSS LAYOUT WITH CLEARLY MARKED "TRUSS HOLD DOWN POSITIONS" AND PERMANENT BRACING FOR THE ROOF TRUSS SYSTEM. 10.THE 10.THE TIMBER TRUSS ROOF SYSTEM CONSISTS OF THE TRUSSES TOGETHER WITH FASTENERS, TRUSS TO TRUSS CONNECTORS, TEMPORARY AND PERMANENT BRACING AND LATERAL RESTRAINTS OF TOP AND BOTTOM CHORDS. 11. THE ROOF TRUSS SYSTEM SHALL BE ERECTED AND BRACED AND FIXED TO GABLE ENDS AND INTERNAL BRACING WALLS IN ACCORDANCE WITH: AS4440AS4440-2004 "INSTALLATION OF NAILPLATED ROOF TRUSSES" AND AS1684 "RESIDENTIAL TIMBER FRAMED CONSTRUCTION", ENGINEER'S STRUCTURAL DESIGN DRAWINGS AND SPECIFICATION, TRUSS MANUFACTURER'S LAYOUT AND SPECIFICATION OF REQUIRED LATERAL RESTRAINT OF TOP AND BOTTOM CHORDS. 2 STRUCTURAL DESIGN ACTIONS TO AS/NZS 1170.0 & 1170.1: GROUND FLOOR: 2.5 kPa INTERNAL SUSPENDED FLOOR: 1.5 kPa EXTERNAL SUSPENDED FLOOR: 2.0 kPa ROOF: 0.25 kPa 2. DESIGN WORKING LIFE: 50 Years 3. WIND ACTIONS EQUIVALENT TO AS/NZS 1170.2: Region: Terrain Category: Internal Pressure Coefficients Cpi : External Pressure Coefficients Cpe : Shielding Multiplier Ms : Topographic Multiplier Mt: Terrain/Height Multiplier Mz,cat : Design Gust Wind Speed Ultimate Vzu: Design Gust Wind Speed Servicability Vzs: 4. EARTHQUAKE LOADS TO AS1170.4: 5. 6. 7. C 2.5 +0.7, -0.65 -0.9, +0.3 1.0 1.39 0.915 88 m/s 59 m/s HAZARD FACTOR: 0.08 PROBABILITY FACTOR: Ce DESIGN CATEGORY: I BALUSTRADE AND HAND RAIL DETAILS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS DESIGN AND CERTIFICATION. ALL GLAZING, FRAMING AND FIXINGS SHALL BE DESIGNED AND CERTIFIED BY THE MANUFACTURER AND SHALL BE IN ACCORDANCE WITH AS1170.2, AS1288, AS2047 AND AS2048. THE ABOVE DOES NOT INCLUDE LOADS WHICH MAY BE APPLIED DURING CONSTRUCTION. THE BUILDER IS TO MAINTAIN STABILITY DURING CONSTRUCTION. 8. WIND PRESSURE ON GLAZING (BASED ON AS1170.2) a = 4.2 m ULTIMATE WIND PRESSURE: SERVICEABILITY WIND PRESSURE: GENERAL AREAS +/+/-7.108 kPa +/+/-2.537 kPa WITHIN 2.1m OF CORNER +/+/-8.36 kPa +/+/-3.95 kPa FOUNDATIONS 1. REFER TO GEOTECHNICAL INVESTIGATION NUMBER R190002 by NAPEAN GEOTECHNICALS CLASSIFYING THE SITE AS CLASS M IN ACCORDANCE WITH AS2870. 2. THE DESIGN OF THE STRUCTURE HAS BEEN BASED ON THE FOUNDATIONS HAVING A MINIMUM BEARING CAPACITY OF 500kPa 3. NATURAL FOUNDATION AND FILL TO BE GRUBBED OUT AND FREE FROM ORGANIC MATTER AND DEBRIS, AND COMPACTED TO A MINIMUM OF 98% SRDD. FILL TO SLABS AND FOOTINGS SHALL BE AN APPROVED NONNON-PLASTIC MATERIAL, COMPACTED TO 98% SRDD. 4. ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798AS3798-2007 "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS". 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. 1 : 1 : 6 1 : 0 : 5 5. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AT WALL INTERSECTIONS AND BARS ANCHORED AND LAPPED TO DEVELOP FULL TENSILE STRENGTH. 6. CLEANOUT BLOCKS SHALL BE PROVIDED AT THE BASE OF ALL CORES TO BE CONCRETE FILLED. ALTERNATIVELY, THE BUILDER SHALL OPEN SUCH CORES FOR CLEANING BY AN APPROVED METHOD. 7. ALL CORES TO BE CONCRETE FILLED SHALL BE CLEANED OUT BY HOSING PRIOR TO FINAL SETTING OF MORTAR AT ALL LIFTS, OR BY RODDING PRIOR TO CONCRETE FILLING. 8. LINTEL BEAMS SHALL BE PROPPED FOR 28 DAYS AFTER CONCRETING. 9. A CANTILEVER RETAINING WALL SHALL BE PROPPED UNTIL CORE FILL HAS ATTAINED ITS DESIGN STRENGTH, IF BACK FILL IS TO BE PLACED BEHIND THE WALL. 10.A 10.A PROPPED CANTILEVER RETAINING WALL SHALL BE PROPPED UNTIL THE SUPPORTING SLAB OVER HAS ATTAINED ITS DESIGN STRENGTH. 11. BLOCKWORK COURSE LAYOUT IN DETAILS, SECTIONS AND ELEVATIONS HAS BEEN SHOWN INDICATIVELY ONLY, TOP AND BOTTOM COURSES OF ALL LINTELS AND BOND BEAMS MUST BE FULL HEIGHT BLOCK, FINAL LAYOUT TO BE CONFIRMED BY BUILDER. NUISANCE 1. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT AND ADMINISTER A PLAN THAT WILL ENSURE THE MANAGEMENT OF NOISE AND VIBRATION RESULTING FROM CONSTRUCTION WORKS. 2. THE CONTRACTOR WILL NEED TO ENSURE ALL ADJOINING PROPERTY REQUIREMENTS RELATING TO NOISE AND VIBRATION ARE MET. 3. IF IT IS ESTABLISHED THAT THERE ARE NO SITE SPECIFIC REQUIREMENTS, THEN THE CONTRACTOR SHALL REFER TO MINIMUM REQUIREMENTS FOR ABATEMENT OF NOISE AND VIBRATION NOMINATED BY RELEVANT STATUTORY REQUIREMENTS. 4. THE CONTRACTOR WILL NEED TO PREPARE AND ADVISE ON MONITORING AND MANAGEMENT OF NOISE AND VIBRATION BASED ON PROFESSIONAL ADVICE FROM A SUITABLY QUALIFIED PERSON OR PERSONS. HEALTH AND SAFETY 1. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT AND ADMINISTER A WORKPLACE HEALTH AND SAFETY PROGRAM THAT WILL ENSURE THAT ALL CONSTRUCTION ACTIVITIES ARE PERFORMED TO THE RELEVANT WORKPLACE HEALTH AND SAFETY REQUIREMENTS AND ANY OTHER STATUTORY REQUIREMENTS. 2. THE WORKPLACE HEALTH AND SAFETY PROGRAM MUST BE COORDINATED WITH ADJOINING PROPERTY OWNERS AND ALL RELEVANT PARTIES AS NECESSARY TO ENSURE A SAFE BUILDING ENVIRONMENT AT ALL TIMES. TREE REMOVAL 1. WHERE TREE REMOVED, EXCAVATE 200mm BELOW EXTENT OF ROOT BALL. COMPACT SURFACE EXPOSED BY EXCAVATION TO 95% SRDD. TO A DEPTH OF ATLEAST 250mm. COMPACT FILL TO 95% SRDD. IN LAYERS OF THICKNESS APPROPRIATE TO THE COMPACTION PLANT EMPLOYED. ALL FILL SHALL BE CLASS 2 GRAVEL FILL WITH MINIMUM SOAKED CBR 10 AT 100 SRD. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: STRUCTURAL NOTES SHEET 1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S001 Revi si on 1 13/09/2021 4:56:53 PM BLOCKWORK P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt SERVICE LOADS 1. STRUCTURAL TIMBER AND CONNECTIONS SHALL COMPLY WITH AS1720.1 "TIMBER STRUCTURES CODE", AS1684 "TIMBER FRAMING CODE" AND ALL RELEVANT CODES MENTIONED THEREIN. 2. PROVIDE TIMBERS WITH DURABILITY CLASS AND/OR PRESERVATIVE TREATMENT SUITED TO THE INTENDED APPLICATION AS RECOMMENDED BY AS1684. 3. U.N.O. TIMBERS SHALL HAVE THE FOLLOWING CHARACTERISTICS: DESCRIPTION GRADE STRENGTHEN GROUP JOINT GROUP HARDWOOD - SEASONED F17 SD3 JD2 HARDWOOD - UNSEASONED F14 S3 J2 SOFTWOOD - SEASONED MGP12 SD6 JD4 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AS3600 CONCRETE STRUCTURES. 2. CONCRETE SPECIFICATIONS SHALL BE:BE:ELEMENT GRADE SLUMP MAX AGG FILLING 150 C.M 20MPa 220+/SAND 220+/-30 230+/10 FILLING 200 C.M 20MPa 230+/-30 80+/INTERIOR RC AS NOTED 20 80+/-15 80+/EXTERIOR RC AS NOTED 20 80+/-15 80+/20 FOOTINGS N25 80+/-15 METHOD OF PLACEMENT BY PUMP. PROJECT ASSESSMENT IS NOT REQUIRED. 3. COVER TO REINFORCEMENT SHALL BE:BE:(I) FOOTINGS - 40mm BOTTOM, 40mm SIDES & TOP (II) GROUND FLOOR SLABS - 30mm TOP (III)SUSPENDED SLABS - 20mm TOP & BOTTOM (IV)COVER SHALL BE 40mm WHERE SURFACE IS EXTERIOR ABOVE GROUND. (V) WITHIN CONCRETE MASONRY BLOCK - 10mm 4. REINFORCEMENT SHALL BE TIED INTO POSITION AND SUPPORTED ON APPROVED PLASTIC OR PLASTIC TIPPED WIRE CHAIR AS FOLLOWS:FOLLOWS:(I) BARS UP TO N12 AND FABRIC - 800mm CENTRES. (II) BARS N16 AND LARGER - 1200mm CENTRES. 5. WELDING AND BENDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. 6. LAPS UNLESS SHOWN OTHERWISE: FABRIC 1 COMPLETE MESH. 4. PROVIDE BOLTS WITH WASHERS UNDER BOLTHEAD AND NUT RESPECTIVELY. WASHERS SIZES SHALL BE AS SHOWN BELOW: BOLT SIZE M10 M12 M16 M20 THICKNESS (mm) 2.5 3.0 4.0 5.0 Ø (mm) 45 55 65 75 IF SQUARE (mm) 40 50 57 65 5. GALVANIZED/HOT DIPPED GALVANIZED OR STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE IN ACCORDANCE WITH AS1214. ELECTRONICALLY TRANSFERRED DRAWINGS 1. STP CONSULTANTS ACCEPTS NO RESPONSIBILITY FOR A DRAWING THAT HAS BEEN AMENDED IN ANY WAY BY ANOTHER PARTY. 2. STP CONSULTANTS ACCEPTS NO RESPONSIBILITY FOR THE USABILITY, COMPLETENESS OR SCALE OF DRAWINGS TRANSFERRED ELECTRONICALLY. 3. STP CONSULTANTS RETAINS THE FULL OWNERSHIP OF ALL COMPONENTS AND OBJECTS WITHIN REVIT MODELS. 4. ANY PART OF STP DRAWINGS COPIED FROM ELECTRONICALLY TRANSFERRED DRAWINGS BECOME THE RESPONSIBILITY OF THE RECIPIENT. 5. PDF DOCUMENTS WILL ALWAYS TAKE PRECEDENCE OVER ELECTRONICALLY TRANSFERRED EDITABLE FILES, RECIPIENTS SHOULD WHEN NECESSARY REQUEST A PDF COPY VERSION FOR VERIFICATION. BAR Ø FOOTING LAP BTM TOP 500 650 750 1000 1000 1300 1250 1600 1500 1950 1800 2300 2100 2700 2450 3150 REINFORCING LAP SCHEDULE SLAB LAP BEAM LAP BTM TOP 500 500 650 750 750 1000 1000 1300 1000 1250 1250 1600 1500 1500 1950 1800 1800 2300 2100 2700 2100 2450 3150 2450 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. TEMPORARY WORKS WALL LAP COLUMN LAP N12 500 500 N16 750 750 N20 1000 1000 N24 1250 1250 N28 1500 1500 N32 1800 1800 N36 2100 2100 N40 2450 2450 NOTE: • THIS TABLE SHOULD BE USED UNLESS LAP LENGTHS ARE NOTED OTHERS ON DETAILS OR PLAN. • SLAB LENGTHS PROVIDED IN TABLE ABOVE ARE SUITABLE FOR EXPOSURE CLASSIFICATIONS; A1, A2, B1 & B2. AS PER AS3600AS3600-2009. • THE LAPS PROVIDED IN THIS TABLE ARE NOT SUITABLE FOR EXPOSURE CLASSIFICATION 'U'. AS PER AS3600AS3600-2009. THESE CONDITIONS ARE FOR MEMBERS IN AGGRESSIVE SOIL AND IN SOFT OR RUNNING WATER. 7. CONSTRUCTION JOINTS SHALL BE SCABBED AND CLEANED AND COATED WITH CEMENT/WATER SLURRY IMMEDIATELY PRIOR TO PLACING CONCRETE. 8. CONCRETE SHALL BE COMPACTED USING MECHANICAL VIBRATORS. 9. CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS BY A METHOD APPROVED BY THE ENGINEER. 1 10.CONDUITS, PIPES ETC. MUST NOT BE PLACED IN THE CONCRETE COVER AND NO HOL E S OR C HA SE S OT HE R THA N THOS E SHOW N ON THE STRU C TURA L DRA W I NGS SHALL BE MADE IN CONCRETE MEMBERS UNLESS APPROVED BY THE ENGINEER. 11. FORMWORK SHALL COMPLY WITH AS3610 "FORMWORK FOR CONCRETE" AND ALL RELEVANT CONSTRUCTION SAFETY LEGISLATION. UNLESS OTHERWISE NOTED F I N I S H E S S H A L L B E C L AS S 2 . M I N I MU M F O R M W O R K S T R I P P I N G T I M E S S H A L L B E I N ACCORDANCE WITH TABLE 5.4.1 OF AS3610 "FORMWORK OF CONCRETE". 1 2 . C O N T R O L J O I N T S S H AL L B E C O N S T R U C T E D A S S P E C I F I E D . S AW C U T T I N G S H AL L B E CARRIED OUT WITHIN 6 HOURS OF CONCRETE HARDENING. 13.CONCRETE 13.CONCRETE TEST CYLINDERS SHALL BE PREPARED AS REQUIRED BY THE SUPERVISOR AND TESTED BY A NATA REGISTERED LABORATORY. 1 4 . AL L O W AN C E S H A L L B E M AD E I N A L L AR C H I T E C T U R AL F I N I S H E S F O R MO V E M E N T I N CONSTRUCTION JOINTS AND EXPANSION JOINTS. 15.ALL BRITTLE FLOOR COVERINGS SHALL BE FIXED WITH FLEXIBLE ADHESIVES. 16.PROVIDE AN ELECTRICAL BOND BETWEEN WALL REINFORCEMENT & SLAB REINFORCEMENT IN WET AREAS IN ACCORDANCE WITH THE AUSTRALIAN STANDARD WIRING RULES. 17.ELECTRICAL CONDUITS TO BE PLACED AT 1.5 X AGGREAGATE SIZE APART. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: STRUCTURAL NOTES SHEET 2 1. THE CONTRACTOR SHALL ALLOW FOR ALL COSTS ASSOCIATED WITH THE DESIGN, SUPPLY, INSTALLATION AND REMOVAL OF ALL TEMPORARY BACK PROPPING, SAFETY SCREENS, SCAFFOLDING AND OTHER REQUIREMENTS OF THE C O N S T R U C T I O N P R O C E S S . T H E C O N T R A C T O R S H A L L E N G AG E S U I T AB L Y Q U A L I F I E D ENGINEER REFERRED TO AS "CONTRACTS ENGINEER" TO DESIGN, INSPECT AND CERTIFY ALL TEMPORARY WORKS AND DEMOLITION WORKS. 2. THE CONTRACTOR IS TO PROVIDE ALL TEMPORARY WORKS CONTRACTOR ENGINEERING DRAWINGS TO THE STRUCTURAL ENGINEER FOR INFORMATION. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE OVERALL STABILITY OF THE STRUCTURE WHILST UNDER CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ADVICE FROM THE CONTRACTS ENGINEER. 4. THE CONTRACTOR IS TO HAVE THE CONSTRUCTION METHODOLOGY STATEMENTS PREPARED AND SUBMITTED FOR GENERAL REVIEW TO ENSURE IT IS IN ACCORDANCE WITH THE DESIGN INTENT. 5. ALL VERTICAL DISPLACEMENT AND MOVEMENTS ARE TO BE LIMITED TO ENSURE THE STRUCTURE IS NOT SUBJECTED TO LOADS OR MOVEMENTS CAUSING STRUCTURAL DISTRESS TO ANY ELEMENT WHILE THE STRUCTURE IS BEING TEMPORARILY SUPPORTED. 6 DEPENDING ON THE CONTRACTORS PREFERRED CONSTRUCTION SEQUENCE, PREPRELOADING OF STRUCTURAL ELEMENTS MAY BE REQUIRED TO LIMIT TOTAL VERTICAL DISPLACEMENT. 7. STRUCTURE TO BE ADEQUATELY BRACED TO PREVENT ANY HORIZONTAL MOVEMENT OR DEFLECTIONS. Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S002 Revi si on 1 13/09/2021 4:56:53 PM CONCRETE AND REINFORCEMENT P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt STRUCTURAL TIMBER 13/09/2021 4:56:53 PM 1. ALL STEELWORK INCLUDING CONNECTORS SHALL BE IN ACCORDANCE WITH AS4100 "STEEL STRUCTURES CODE" AND AS/NZS 46004600-1996 "COLD FORMED STEEL STRUCTURES". 2. STEEL SHALL BE: AS3679 GRADE 300 GENERALLY, AS1163 GRADE 250 FOR CIRCULAR HOLLOW SECTIONS, AS1163 GRADE 350 FOR RECTANGULAR HOLLOW SECTIONS, AS1397 GRADE 450 TO GRADE 500 Z200 FOR STEEL PURLINS & GIRTS, BOLTS SHALL COMPLY WITH AS110, AS1111, AS1112, AS1252 AS APPROPRIATE. WELDS SHALL COMPLY WITH AS1554. 3. ABRASIVE CLEANING PRIOR TO PAINTING SHALL BE TO AS1627.4 CLASS 2.5. PAINTING SHALL BE ONE COAT .075mm TWO PACK INORGANIC AIR CURED ZINC SILICATE COATING APPLIED WITHIN 2 HOURS OF ABRASIVE CLEANING, UNLESS SPECIFIED OTHERWISE. PAINTING SHALL BE TO MANUF. SPECS. AND THE PAINTER SHALL ENSURE THE METHOD OF APPLICATION IS COMPATIBLE WITH CONNECTION TYPE AND PAINT SPECIFIED. 4. GALVANIZING SHALL BE HOT DIPPED TO AS4680. 5. BOLTS SHALL BE GALVANIZED AND OF SUFFICIENT LENGTH TO EXCLUDE THE THREAD FROM THE SHEAR PLANE. A SUITABLE WASHER SHALL BE USED UNDER ALL NUTS. 6. UNLESS OTHERWISE SPECIFIED, THE FOLLOWING SHALL APPLY: (I) CLEATS, BRACKETS, STIFFENERS ETC. - EX.10mm PLATE. (II) WELDING - 6mm CONTINUOUS FILLET TO FULL PERIMETER AT CONTACT. (III) BOLT HOLE CLEARANCE - 2mm. (IV) BUTT WELDS SHALL BE QUALIFIED COMPLETE PENETRATION IN ACCORDANCE WITH AS1554. (V) 6mm END PLATES TO ALL HOLLOW MEMBERS. (VI) CONNECTIONS - MINIMUM OF 2/M20 4.6/S BOLTS. 7. ALL WELDING TO BE CATEGORY "SP". CONSUMABLES SHALL BE E48XX OR W50X ELECTRODES. 8. FABRICATOR SHALL ALLOW FOR ALL CLEATS AND OTHER FIXINGS REQUIRED BY THE SUPERVISOR. 9. MORTAR SHALL BE 1 CEMENT: 2 SAND MIXED "JUST MOIST" AND RAMMED SOLID. 10.ALL 10.ALL LAPS, FIXINGS AND ACCESSORIES TO PURLINS AND GIRTS ARE TO BE STRICTLY IN ACCORDANCE WITH MANUF. SPECS. 11. GALVANIZED/HOT DIPPED GALVANIZED OR STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE IN ACCORDANCE WITH AS1214. 12.APPLY 12.APPLY ZINC ROD FINISHING WELD, SUCH AS "BOSS GALVANIZING BAR" TO REINSTATE GALVANIZING AFTER WELDING - TYPICAL ALL GALVANIZED SURFACES. 13.THE 13.THE CHECKING OF SHOP DRAWINGS IS NOT INCLUDED IN OUR SCOPE OF WORKS. SHOULD THE BUILDER REQUIRE STP CONSULTANTS TO COMMENT ON THE STRUCTURAL STEEL SHOP DRAWINGS, THE BUILDER WILL NEED TO ENGAGE STP CONSULTANTS TO DO SO. STP CONSULTANTS WILL REQUIRE 5 BUSINESS DAYS AFTER RECEIVING ALL SHOP DETAIL DRAWINGS FOR STP CONSULTANTS TO RETURN COMMENTS. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: STRUCTURAL NOTES SHEET 3 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S003 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt STRUCTURAL STEELWORK 2. ALL PORTABLE TOOLS USED DURING CONSTRUCTION, MAINTENANCE AND DEMOLITION OF THIS BUILDING SHOULD BE PROPERLY MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THIS INCLUDES (BUT IS NOT LIMITED TO): DESIGNERS, CLIENT, OWNER, OWNER BUILDER, PRINCIPLE CONTRACTOR, SUBSUB-CONTRACTORS, TRADE CONTRACTORS, CONSULTANTS, MAINTENANCE WORKERS, DEMOLISHERS, GENERAL WORKERS AND ANY PERSON CONDUCTING A BUSINESS OR UNDERTAKING (PCBU) ON THIS PROJECT. FALLING OBJECTS 1. CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BUILDING IS LIKELY TO INVOLVE PERSONS WORKING ABOVE GROUND LEVEL. WHERE THIS OCCURS, ONE OR MORE OF THE FOLLOWING MEASURES SHOULD BE TAKEN TO PREVENT INJURY FROM FAILING OBJECTS. • PREVENT OR RESTRICT ACCESS TO AREAS BELOW WHERE THE WORK IS BEING CARRIED OUT BY THE USE OF APPROPRIATE BARRICADES. • PROVIDE TOETOE-BOARDS TO SCAFFOLDING OR WORK PLATFORMS. • PROVIDE MESH BARRICADES TO THE SIDE OF SCAFFOLDING OR WORK. GENERAL 1. ANY CHANGES TO THE SPECIFICATIONS OF THE STRUCTURAL DESIGN OR LOADING OF THE STRUCTURE BEFORE, DURING OR AFTER CONSTRUCTION MUST BE APPROVED BY A STRUCTURAL ENGINEER OF STP CONSULTANTS OR AN APPROPRIATELY QUALIFIED ENGINEER BEFORE PROCEEDING WITH ANY CONSTRUCTION OR ALTERATION WORKS. 2. PROPER PERSONAL PROTECTIVE EQUIPMENT (PPE) SHOULD BE PROVIDED, USED, WORN AND CURRENT AT ALL TIMES. PLATFORMS: 1. PROVIDE PROTECTIVE STRUCTURES, HOARDING AND GANTRIES BELOW THE WORK AREA • ENSURE ALL PERSONS BELOW THE WORK AREA HAVE SUITABLE PPE • (HARD HATS, SAFETY FOOTWEAR, EYE PROTECTION ETC.) AND THAT IT IS USED CORRECTLY. 3. AN ADEQUATE FIRST AID KIT SHOULD BE PRESENT AND MAINTAINED ON SITE AT ALL TIMES. 4. NO UNIQUE/NONUNIQUE/NON-TYPICAL BUILDING TECHNIQUES OR METHODS ARE REQUIRED FOR THE CONSTRUCTION, MAINTENANCE OR DEMOLITION OF THIS PROJECT. AS SUCH, A SAFETYSAFETY-ININDESIGN REVIEW BY STP CONSULTANTS HAS IDENTIFIED NO RISKS REQUIRING UNIQUE CONSIDERATION OR ACTION BEYOND THE REQUIREMENTS OF THE NATIONAL WORKPLACE HEALTH AND SAFETY ACT, THE WORKPLACE HEALTH AND SAFETY REGULATIONS AND INDUSTRY CODES OF PRACTICE. 2. DURING CONSTRUCTION, RENOVATION OR DEMOLITION OF THIS BUILDING. PARTS OF THE STRUCTURE WILL REMAIN STANDING PRIOR TO OR AFTER SUPPORTING ELEMENTS ARE IN PLACE, CONTRACTORS SHOULD ENSURE THAT TEMPORARY BRACING OR OTHER REQUIRED SUPPORTS ARE IN PLACE AT ALL TIMES TO PREVENT COLLAPSE. 3. DURING CONSTRUCTION, RENOVATION, MAINTENANCE OR DEMOLITION MECHANICAL LIFTING OF MATERIALS MAY BE REQUIRED. WHERE SUCH LIFTING IS NECESSARY, ENSURE THAT APPROPRIATE LIFTING DEVICES ARE USED, THAT LOADS ARE APPROPRIATE AND ARE PROPERLY SECURED AND THAT ACCESS TO AREAS BELOW THE LOAD IS PREVENTED OR RESTRICTED. SLIPS, TRIPS AND FALLS 1. CONSTRUCTION, CLEANING AND MAINTENANCE OF THIS BUILDING MAY REQUIRE PERSONS TO BE SITUATED WHERE A FALL IN EXCESS OF 1.4m IS POSSIBLE. WHERE THIS ACTIVITY CANNOT BE AVOIDED, SCAFFOLDING, LADDERS, FALL BARRIERS AND/OR PPE SHOULD BE USED IN ACCORDANCE WITH THE RELEVANT GUIDELINES, REGULATIONS OR LEGISLATION. CARE SHOULD BE TAKEN TO PREVENT A FALL FROM ANY HEIGHT. TRAFFIC MANAGEMENT 1. PARKING OF VEHICLES OR LOADING/UNLOADING OF VEHICLES ON THIS SITE/ROADWAY MAY CAUSE A TRAFFIC HAZARD. PARKING FOR WORKERS AND LOADING AREAS SHOULD BE PROVIDED AND SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PERSONNEL. 2. THE SITE SHOULD BE KEPT TIDY AND FREE OF TRIP HAZARDS AT ALL TIMES, INCLUDING DURING CONSTRUCTION, MAINTENANCE AND EVERYDAY USE. 2. CONSTRUCTION OF THIS BUILDING MAY REQUIRE LOADING AND UNLOADING OF MATERIALS ON THE ROADWAY. DELIVERIES SHOULD BE WELL PLANNED TO AVOID CONGESTION OF LOADING AREAS. LOADING AND UNLOADING SHOULD BE SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PERSONNEL. 3. ADEQUATE LIGHTING SHOULD BE PROVIDED AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE AND WHEN THE BUILDING IS BEING USED TO ENSURE SAFE WORKING CONDITIONS. 4. ACCESSWAYS AND PATHS SHOULD BE MONITORED AT ALL TIMES TO ENSURE SURFACES ARE KEPT FREE OF ANY OBJECTS THAT MAY CAUSE A SLIP OR TRIP HAZARD. 3. PLANT OPERATING ON THIS SITE MAY CAUSE A RISK OF COLLISION. A TRAFFIC MANAGEMENT PLAN SHOULD BE ADOPTED AND SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PERSONNEL. MANUAL TASKS 1. ANY ITEMS WITH A MASS GREATER THAN 25kg SHOULD BE LIFTED BY TWO OR MORE WORKERS, OR WITH THE AID OF A MECHANICAL LIFTING DEVICE. WHERE POSSIBLE, COMPONENTS SHOULD BE STORED IN A WAY WHICH MINIMISES THE NEED FOR BENDING BEFORE LIFTING. 4. ANY TEMPORARY ROAD CLOSURES ARE TO COMPLY WITH ALL LOCAL GOVERNMENT REQUIREMENTS. THE PRINCIPAL CONTRACTOR IS TO COMPLETE ALL NECESSARY DOCUMENTATION FOR TRAFFIC MANAGEMENT, SIGNAGE, BARRICADES, TRAFFIC CONTROLLERS ETC. SERVICES 1. UNDERGROUND SERVICES MAY BE PRESENT AT THIS SITE. ALL SERVICES SHOULD BE L O C AT E D ( U S I N G D I A L B E F O R E YO U D I G AN D A S P E C I AL I S T C O N T R A C T O R ) AN D C L E AR L Y MARKED PRIOR TO ANY WORKS COMMENCING. 2. WHERE THERE IS A RISK OF WORKERS OF PLANT COMING INTO CONTACT WITH POWER LINES THEY SHOULD BE DISCONNECTED OR RELOCATED. WHERE THIS IS NOT POSSIBLE, POWER LINES SHOULD BE CLEARLY MARKED WITH BRIGHT COLOURED MARKERS AND SIGNAGE SHOULD BE PROVIDED AT GROUND LEVEL. 3. DURING RENOVATION AND MAINTENANCE WORK, ALL EXISTING SERVICES WITHIN THE WORK AREA SHOULD BE LOCATED PRIOR TO WORK COMMENCING. IF DISCONNECTION IS NOT POSSIBLE, SERVICES SHOULD BE CLEARLY MARKED TO AVOID ANY RISK OF CONTACT OR RUPTURE. 4. ANY TEMPORARY SERVICES ARE TO BE CLEARLY MARKED AND HAVE ALL NECESSARY P R O T E C T I V E C O V E R I N G S F O R T H E P R O P E R P E R F O R M AN C E O F T H E W O R K I N AC C O R D A N C E WITH THE REQUIREMENTS OF THE RELEVANT AUTHORITIES. HAZARDOUS SUBSTANCES 1. MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE HARM IF INHALED OR HANDLED. PERSONS WORKING ON OR IN THE BUILDING DURING C O N S T R U C T I O N , M AI N T E N A N C E O R D E MO L I T I O N S H O U L D E N S U R E G O O D V E N T I L A T I O N A N D W E A R P E R S O N AL P R O T E C T I VE E Q U I P ME N T I N C L U D I N G P R O T E C T I O N A G AI N S T I N H AL AT I O N WHILE USING POWDERED MATERIALS OR WHEN SANDING, DRILLING, CUTTING OR OTHERWISE DISTURBING OR CREATING POWDERED MATERIAL. 2. TREATED TIMBER MAY BE USED IN THIS BUILDING. DUST OR FUMES FROM THIS MATERIAL CAN BE HARMFUL. PERSONS WORKING ON OR IN THIS BUILDING DURING C O N S T R U C T I O N , M AI N T E N A N C E O R D E MO L I T I O N S H O U L D E N S U R E G O O D V E N T I L A T I O N A N D WEAR APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT. DO NOT BURN TREATED TIMBER. 3. MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES AND SOME C L E AN I N G M AT E R I AL S AN D D I S I N F E C T A N T S H AV E D AN G E R O U S E MI S S I O N S . AR E A S W H E R E THESE ARE USED SHOULD BE KEPT WELL VENTILATED. PERSONAL PROTECTIVE E Q U I P ME N T MA Y B E R E Q U I R E D . T H E MA N U F A C T U R E R ' S R E C O M ME N D AT I O N S F O R U S E M U S T BE CAREFULLY CONSIDERED AT ALL TIMES. 4. IF FIBREGLASS, ROCKWOOL, CERAMIC AND OTHER MATERIAL USED FOR THERMAL OR S O U N D I N S U L A T I O N M AY C O N T A I N S YN T H E T I C M I N E R A L F I B R E W H I C H MA Y B E H AR M F U L IF INHALED OR IF IT COMES INTO CONTACT WITH THE SKIN, EYES OR OTHER SENSITIVE PARTS OF THE BODY. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT SHOULD BE WORN AT ALL TIMES WHEN INSTALLING, REMOVING OR WORKING WITH SUCH MATERIALS. 5. AREAS WHERE TIMBER FINISHES ARE APPLIED SHOULD BE KEPT WELL VENTILATED DURING SANDING AND APPLICATION AND FOR A PERIOD AFTER INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY BE REQUIRED. THE MANUFACTURER'S RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL TIMES. 6. WORKS INVOLVING EXPOSURE TO ASBESTOS SHALL ONLY BE CARRIED OUT BY LICENCED SPECIALISTS AND STRICTLY IN ACCORDANCE WITH THE WHS REGULATIONS. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: WORK PLACE HEALTH & SAFETY SHEET 1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S004 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt THESE NOTES SHOULD BE READ AND UNDERSTOOD BY ALL INVOLVED IN THIS PROJECT. 13/09/2021 4:56:54 PM WORKPLACE HEALTH AND SAFETY DESIGN REPORT 2. THE SOIL INVESTIGATION REPORT SHOULD BE READ AND ASSESSED BEFORE ANY EXCAVATION WORK IS COMMENCED. 3. WHERE PRACTICAL, INSTALLATION SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT REQUIRE WORKERS TO ENTER THE EXCAVATION. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE EXCAVATED AREA SHOULD BE PROVIDED TO PREVENT COLLAPSE. VEHICLES SHOULD BE RESTRICTED FROM ENTERING THE AREA NEAR THE EXCAVATION. 4. ENCLOSED SPACES WITHIN THIS BUILDING MAY PRESENT A RISK TO PERSONS ENTERING FOR CONSTRUCTION, MAINTENANCE OR ANY OTHER PURPOSE. WARNING SIGNS AND BARRIERS RESTRICTING ACCESS TO UNAUTHORISED PERSONS SHOULD BE INSTALLED AND MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER ENCLOSED SPACES, AIR TESTING EQUIPMENT AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE PROVIDED. 5. SOME SMALL SPACES WITHIN THIS BUILDING REQUIRE ACCESS FOR CONSTRUCTION AND MAINTENANCE WORKERS. WARNING SIGNS AND BARRIERS RESTRICTING ACCESS TO UNAUTHORISED PERSONS SHOULD BE INSTALLED AND MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER SMALL SPACES THEY SHOULD BE SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS. MANUAL LIFTING AND OTHER ACTIVITIES SHOULD BE RESTRICTED IN SMALL SPACES. 7. THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACTOR HAS THE APPROPRIATE FIRST AID KITS AND THAT THEY ARE MAINTAINED AND KEPT ON SITE FOR THE DURATION OF THE CONSTRUCTION. 8. THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACTOR, TRADE CONTRACTORS AND WORKERS MEET ALL OF THEIR WH&S OBLIGATIONS DURING CONSTRUCTION. 9. THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACTOR AND TRADE CONTRACTORS ENSURE THAT ONLY EXPERIENCED, QUALIFIED, LICENSED PERSONS ARE EMPLOYED TO CARRY OUT THE WORK. 10.THE 10.THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACTOR HAS PUT IN PLACE THE WORKPLACE HEALTH AND SAFETY CONTROL MEASURES IN ACCORDANCE WITH WHO & S REGULATION FOR ALL HIGH RISK CONSTRUCTION WORK INCLUDING BUT NOT LIMITED TO: CONSTRUCTION SAFETY PLAN, WORK METHOD STATEMENTS, ROOF EDGE PROTECTION, SCAFFOLDS AND WORK PLATFORMS, WORK PLATFORMS ON TRESTLE LADDERS, FALL ARREST PLATFORMS, TRAVEL RESTRAINT SYSTEMS, FALL ARREST HARNESS SYSTEMS, STAIR VOID PROTECTION, BALCONY EDGE PROTECTION, INDUSTRIAL SAFETY NETS AND EXCAVATION FALLS PROTECTION. 13/09/2021 4:56:54 PM 6. THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACTOR CONDUCTS THE NECESSARY SITE SPECIFIC INDUCTION AS REQUIRED BY WH&S LEGISLATION. OTHER HIGH RISK ACTIVITY 1. ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE 'CODE OF PRACTICE MANAGING ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012' AND ALL LICENSING REQUIREMENTS, NEW ELECTRICAL INSTALLATION ON CONSTRUCTION AND DEMOLITION SITES MUST BE IN ACCORDANCE WITH THE WIRING RULES OF AS/NZS 3000 AND APPROPRIATE REQUIREMENTS OF AS/NZA 3012. 2. ALL WORK USING PLANT SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE CODE OF PRACTICE MANAGING RISKS OF PLANT AT THE WORKPLACE'. 3. ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE 'CODE OF PRACTICE MANAGING NOISE AND PREVENTING HEARING LOSS AT OF WORK'. 4. DUE TO THE HISTORY OF SERIOUS INCIDENTS, IT IS RECOMMENDED THAT PARTICULAR CARE BE EXERCISED WHEN UNDERTAKING ANY WORK INVOLVING STEEL CONSTRUCTION AND CONCRETE PLACEMENT. FIRE FIGHTING 1. THE CLIENT/OWNER IS TO ENSURE THAT APPROPRIATE FIRE FIGHTING EQUIPMENT IS PROVIDED ON SITE DURING CONSTRUCTION AND MAINTAINED FOR THE LIFE OF THE BUILDING. 2. ALL FIRE FIGHTING EQUIPMENT IS TO BE PROVIDED AND MAINTAINED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS. PUBLIC ACCESS 1. PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION SITES AND AREAS UNDER MAINTENANCE CAN CAUSE RISK TO WORKERS AND THE PUBLIC. WARNING SIGNS AND BARRIERS SHOULD BE PROVIDED TO PREVENT UNAUTHORISED ACCESS. ELECTRICAL INSTALLATIONS, EXCAVATIONS, PLANT AND LOOSE MATERIAL SHOULD BE SECURED WHEN NOT FULLY SUPERVISED. GENERAL WORKPLACE HEALTH AND SAFETY REQUIREMENTS 1. THE CLIENT/OWNER IS TO ENSURE THAT THE PRINCIPAL CONTRACTOR COMPLIES WITH ALL REQUIREMENTS OF THE NATIONAL WH&S ACT 2011, WORKPLACE HEALTH AND SAFETY REGULATIONS 2011 AND CODES OF PRACTICE DURING THE CONSTRUCTION OF THE BUILDING. 2. THE PRINCIPAL CONTRACTOR MEANS THE BUILDER WHO HAS OBTAINED THE BUILDING PERMIT AND WHOSE LICENCE NUMBER IS BEING USED FOR THE CONTRACT. 3. THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACT COMPLETES A CONSTRUCTION WORKPLACE PLAN AS APPLICABLE UNDER THE WH&S LEGISLATION. 4. THE CLIENT/OWNER MUST ENSURE THAT THE PRINCIPAL CONTRACTOR AND ALL TRADE CONTRACTORS COMPLETE WORK METHOD STATEMENTS (WMS) AS APPLICABLE UNDER THE WH&S LEGISLSATION BEFORE ANY WORK COMMENCES. 5. THE CLIENT/OWNER MUST ENSURE THAT WORKERS HAVE A CURRENT GENERAL SAFETY INDUCTION (WHITE OR BLUE) CARD. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: WORK PLACE HEALTH & SAFETY SHEET 2 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S005 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 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 1.0m DEEP. NOTES 1. REFER ARCHITECTURAL DRAWINGS FOR ALL SETOUT DIMENSIONS, FALLS, SETDOWNS, REBATES, FINISHES ETC. B7 THICKEN B6 LOCALLY TO ACOCMODATE PIER OVER (TYPICAL) B9 B2 REFER POOL DETAILS NOTE: REFER POOL DETAIL PLAN FOR COMBINED FOOTING DETAILS. 2. FOOTINGS DESIGN BASED ON MINIMUM ALLOWABLE BEARING CAPACITY OF FOUNDATION ON MATERIAL = 100kPa. UNLESS NOTED OTHERWISE. B8 B8 B9 1 S106 3. THE CONTRACTOR SHALL LIAISE WITH STP CONSULTANTS TO DETERMINE SEQUENCE OF CONCRETE POURS AND CONSTRUCTION JOINTS IF REQUIRED. B8 B9 B6 B9 B8 B7 B9 B2 B9 B7 B2 B6 B7 B6 B6 B6 B6 B6 B2 B9 B9 B9 B7 B9 NOTE: 3-L12TM EXTRA TOP TO B2 OVER THIS LENGTH. B2 B2 B9 B8 B2 B9 B7 B8 B9 B2 B2 B2 B2 B7 4 S106 B7 B7 B8 B2 B2 B7 B2 B2 3000 5 B2 S108 B7 B9 7 B2 2 B9 S105 1 NOTE: GEOTECHNICAL ENGINEER TO INSPECT AND APPROVE FOOTING EXCAVATIONS PRIOR TO POURING OF CONCRETE. B9 S106 RW2 S106 RW3 LEGEND DENOTES SHOWER LOCATION, RECESS DEPTH (IF ANY) TO BE CONFIRMED DENOTES SAWCUT JOINT. REFER DETAILS. SCJ DENOTES 33-N12 or 33-L11TM x 2000 LONG EXTRA, TRIMMER BARS, LOCATED AS SHOWN AND AT ALL RERE-ENTRANT CORNERS & WET AREA SET DOWNS. SLAB AND FOOTING PLAN 1 : 100 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: SLAB AND FOOTING PLAN LEGEND RW3 6 NOTE: EXTENT OF RETAINING WALL TO BE CONFIRMED. S107 HATCH DENOTES DOOR RECESS - DEPRESS MESH LOCALLY TO MAINTAIN SPECIFIED COVER, REFER TO ARCHITECTS DETAILS. LEGEND DENOTES EXTENT OF 100mm SLAB SL92 MESH, 30mm TOP COVER DENOTES EXTENT OF 200mm SLAB 2-LAYERS SL92 MESH, 40mm TOP COVER DENOTES EXTENT OF DRIVEWAY REFER CIVIL ENGINEERING DRAWINGS Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au 13/09/2021 4:56:54 PM B7 FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S100 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt B7 B1 RW1 NOTE: WALL TO BE BUILT OFF RW1 FOOTING. SCJ SCJ 1. REFER ARCHITECTURAL DRAWINGS FOR ALL SETOUT DIMENSIONS, FALLS, SETDOWNS, REBATES, FINISHES ETC. DENOTES EXTENT OF 100mm SLAB SL92 MESH, 30mm TOP COVER SCJ RW1 SCJ SCJ DENOTES SAWCUT JOINT. REFER DETAILS. P1 B3 NOTES HATCH DENOTES DOOR RECESS - DEPRESS MESH LOCALLY TO MAINTAIN SPECIFIED COVER, REFER TO ARCHITECTS DETAILS. SCJ B2 P1 B3 LEGEND NOTE: GEOTECHNICAL ENGINNER TO INSPECT AND APPROVE ALL FOOTINGS PRIOR TO POURING OF CONCRETE. 2. FOOTINGS DESIGN BASED ON MINIMUM ALLOWABLE BEARING CAPACITY OF FOUNDATION ON MATERIAL = 100kPa. UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL LIAISE WITH STP CONSULTANTS TO DETERMINE SEQUENCE OF CONCRETE POURS AND CONSTRUCTION JOINTS IF REQUIRED. RW1 NOTE: SITE TO BE GRADED TO ENSURE NO MORE THAN 3400 HEIGHT RETAINING. SHED SLAB AND FOOTING PLAN MARK 1 : 100 Client: Project: 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Title: B1 B2 B3 B6 B7 B8 B9 P1 RW1 RW2 RW3 TH1 TERRY & MICHELLE COLLINS NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH SHED SLAB AND FOOTING PLAN SIZE 300 WIDE x 300 DEEP 300 WIDE x 400 DEEP 300 WIDE x 400 DEEP 300 WIDE x 300 DEEP 500 WIDE x 300 DEEP 500 WIDE x 500 DEEP 400 WIDE x 500 DEEP Ø450 x VARIES DEPTH REFER TO DETAIL REFER TO DETAIL REFER TO DETAIL 300 WIDE x 400 DEEP FOOTING SCHEDULE COMMENTS REINFORCEMENT FOOTING BEAM FOOTING BEAM FOOTING BEAM FOOTING BEAM FOOTING BEAM FOOTING BEAM FOOTING BEAM BORED PIER RETAINING WALL RETAINING WALL RETAINING WALL SLAB THICKENING Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au GRADE/FILL COVER 3-L11 TM 3-L11 TM 3-L11 TM 3-L11 TM 4-L12 TM 4-L12 TM 4-L12 TM 1-N16 VERTICAL REFER TO DETAIL REFER TO DETAIL REFER TO DETAIL 3-L11 TM N25 N25 N25 N25 N25 N25 N25 N25 N25 N25 N25 N25 40mm 40mm 40mm 40mm 40mm 40mm 40mm 50mm 40mm 40mm 40mm 40mm FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S101 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt P1 B2 RW1 SCJ B3 SCJ B2 SCJ P1 P1 SCJ B2 B3 SCJ TH1 13/09/2021 4:56:55 PM P1 B1 SCJ P1 TH1 RW1 NOTE: EXTEND B1 LOCALLY TO ACCOMMODATE PIER OVER (TYPICAL) SITE STORMWATER AND DRAINAGE TO BE CONSIDERED AT ALL TIMES DURING CONSTRUCTION. PROVIDE FALLS FROM ALL EXTERNAL EDGE FOOTINGS AS NOTED ON FOOTING B1 DETAIL FROM THE COMMENCEMENT OF ANY CONSTRUCTION. ALTERNATIVELY, THIS OFFICE CAN PROVIDE A SITE SPECIFIC STORMWATER MANAGEMENT PLAN UPON REQUEST. 300 ROCK SURFACE 450 ∅ P1 FOOTING 1:20 PLUMBING REQUIREMENTS NOTES: COLD WATER PIPES AND HEATED OR HOT WATER PIPES THAT ARE INSTALLED UNDER A SLAB SHALL BE INSTALLED WITHIN A CONDUIT SO THAT IF THE PIPE LEAKS WATER IT WILL BE NOTICED EITHER ABOVE THE SLAB OR OUTSIDE THE SLAB. FOUNDATION MATERIAL IS TO BE CONFIRMED AS BEING THE SAME AS T YP I C AL S O I L D E S C R I P T I O N AB O VE . I F D I F F E R E N T , N O T I F Y T H I S O F F I C E IMMEDIATELY. STP CONSULTANTS RECOMMEND THAT TRENCHES AND PIERS BE POURED THE SAME DAY AS THEY ARE EXCAVATED. S L AB F I L L T O B E O F G R AN U L A R MAT E R I AL C O MP AC T E D T O 9 5 % S R D D O R 65% DENSITY INDEX. AL L C O N C R E T E I N B E AM S T O B E F U L L Y VI B R AT E D I N A C C O R D AN C E W I T H ACCEPTED GOOD PRACTICE. INSERT ADDITIONAL 250 DEEP X 300 WIDE FOOTINGS UNDER BRACING WALLS (FOR CASTCAST-IN BOLTS). MINIMUM DEPTH MAY VARY TO SUIT PROPRIETRY ANCHORS. FOR PLUMBING AND DRAINAGE DETAILS THROUGH FOUNDATIONS REFER TO ATTACHED STANDARD DETAILS. IF TREES ARE TO BE REMOVED ADJACENT TO BUILDING LOCATION, NOTIFY THIS OFFICE FOR POSSIBLE DESIGN MODIFICATIONS. ALL CLASSIFICATIONS, MATERIALS AND DESIGNS TO BE STRICTLY IN ACCORDANCE WITH ALL RELEVANT AUSTRALIAN CODES UNLESS OTHERWISE APPROVED BY STP CONSULTANTS PTY LTD. ENSURE PROTECTION TO GALVANISED SECTIONS CAST INTO CONCRETE, AS PER MANUFACTURES SPECIFICATIONS. NO UNIQUE/NONUNIQUE/NON-TYPICAL BUILDING TECHNIQUES OR METHODS ARE REQUIRED FOR THE CONSTRUCTION, MAINTENANCE OR DEMOLITION OF THIS PROJECT. AS SUCH, A SAFETYSAFETY-ININ-DESIGN REVIEW BY STP CONSULTANTS HAS IDENTIFIED NO RISK REQUIRING UNIQUE CONSIDERATION OR ACTION BEYOND THE REQUIREMENTS OF THE NATIONAL WORK PLACE H E AL T H AN D S AF E T Y R E G U L AT I O N S AN D I N D U S T R Y C O D E S O F P R A C T I C E . STARTER BARS STARTER BAR ARRANGEMENT TO MATCH WALL REINFORCEMENT SIZE AND SPACING. REFER TO WALL PLAN AND NOTES FOR SPECIFICATIONS. SEWER INFORMATION SEWER INFOMATION HAS NOT BEEN OBTAINED FOR THIS SITE. PRIOR TO COMMENCING ANY CONSTRUCTION, SEWER INFORMATION SHOULD BE PROVIDED TO THIS OFFICE. ADDITIONAL SEWER PIERS MAY BE REQUIRED. Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date OR APPROVED RF MESH EQUIVALENT. 30mm TOP COVER INTERNAL, 40mm TOP COVER EXTERNAL U.N.O. MIN. LAP: 1 FULL PANEL. MAX. SPACING OF BAR CHAIRS: 800mm FOR BRITTLE TILED AREAS REPLACE SPECIFIED MESH WITH SL92 OR USE FLEXIBLE ADHESIVE. TRENCH MESH: 4-L12TM U.N.O THE DESIGN OF THE STRUCTURE HAS BEEN BASED ON A TRUSS LAYOUT AS DETAILED ON OUR TRUSS LAYOUT PLAN. STP CONSULTANTS MUST BE NOTIFIED OF ANY REVISIONS OR CHANGES TO THIS LAYOUT PRIOR TO COMMENCING ANY CONSTRUCTION. THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 1 SL92 SLAB MESH: THIS FOOTING DESIGN RELIES UPON ONGOING MAINTENANCE AND GOOD LANDSCAPING PRACTICE FOR CONTINUED FOOTING PERFORMANCE. THE BUILDER IS TO ENSURE THE HOME OWNER RECEIVES A COPY OF THE CSIRO PUBLICATION "FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE: A HOMEOWNER'S GUIDE" (GUIDE ATTACHED TO STRUCTURAL FORM 15). THIS GUIDE OUTLINES REQUIREMENTS FOR SITE STORMWATER, DRAINAGE AND LANDSCAPING TO PROVIDE ONGOING PROTECTION OF THE STRUCTURE. TRUSS INFORMATION 1 MINIMUM N25 GRADE CONCRETE, 20mm NOMINAL AGGREGATE. CONCRETE SHOULD NOT BE EXPOSED TO RAIN BEFORE SETTING. APPROVED CURING FOR 7 DAYS AFTER POURING. SLAB NOT TO BE LOADED FOR 3 DAYS AFTER POURING. FOOTING MAINTENANCE 1-N16 COG 300 INTO SLAB 13/09/2021 4:56:55 PM SITE CLASSIFICATION: M SOIL DESCRIPTION: SANDY CLAY CONCRETE SLAB THICKNESS: 100mm/200mm Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au OR APPROVED RF MESH EQUIVALENT. MIN. COVER: 40mm MIN. LAP:500mm, LAP: 500mm, LONGITUDINALLY OR AT T & L SECTIONS BARS SHOULD BE CONTINUOUS ACROSS THE FULL WIDTH OF THE INTERSECTION. FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S102 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt SITE STORMWATER 3-L11 TM. 3-L11 TM. 1 1:20 1:20 ALTERNATIVELY: B1 MAY REPLACE TH1 APPROVED 0.2mm POLYETHYLENE LAYER. 300 Rev 1/N12 CORNER BAR 500 LONG LEGS TYP. FOOTING B1/B3 UNDER. F.S.L. SELECTED BEDDING 3 0 m m DE E P SA W C UT W I THI N 6 H RS O F C O N C R E T E H AR D E N D I N G D E P R E S S MESH LOCALLY TO MAINTAIN SPECIFIED COVER AND CUT 75mm W I D T H O U T O F E V E R Y S E C O N D B AR UNDER SAW CUT. (ALTERNATIVELY USE TOBY KEY JOINTS). MESH & COVER AS NOTED ON PLAN. 1/N12 TRIMMER. MIN. 250 3-L11 TM. APPROVED 0.2mm POLYETHYLENE LAYER. 300 100 1:20 OPTIONAL POUR BREAK. MIN. 400 MIN. 400 SELECTED BEDDING APPROVED 0.2mm POLYETHYLENE LAYER. FOOTING B3 SL92 TOP MESH. STEP- REFER ARCH. 300 3-L11 TM. ALTERNATIVE FOOTING B2 IF POUR BREAK ADOPTED, PROVIDE ADDITIONAL R10R10-600 COG MIN. 400 INTO SLAB. SL92 TOP MESH. N12N12-800 GALV. STARTER BARS PUNCH HOLES IN SIDE OF BLOCK TO INSERT BAR. DENOTES BLOCKWORK. APPROVED 0.2mm POLYETHYLENE LAYER. SELECTED BEDDING N12 TRIMMER. 3-L11 TM. ALTERNATIVE FOOTING B3 FOOTING TH1 HORIZONTAL BAR CORNER DETAIL SAWCUT JOINT (SCJ) 1:20 1:20 1:20 1:20 CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: REFER PLAN NOTE: R10 SLAB TIES MAY BE DELETED ADJACENT TO CORE REINFORCEMENT ONLY, IF MESH IS LAPPED OVER VERTICAL STARTER BARS. 300 ROC K SURF A C E FOOTING B2 POUR BREAK IF THE BASE OF THE FOOTING 1:20 IS LOCATED WITHIN THE DRAIN INFLUENCE ZONE EITHER: A - DEEPEN FOOTING TO SUIT OR B - PIER FOOTINGS (NOTIFY ENGINEER). APPROVED 0.2mm POLYETHYLENE LAYER. R10R10-600 COG MIN. 400 INTO SLAB. SELECTED BEDDING 500 300 FOOTING B1 1 100 APPROVED 0.2mm POLYETHYLENE LAYER. 300 STEP - REFER ARCH. 300 MIN 3-L11 TM. SELECTED BEDDING MIN. 400 SELECTED BEDDING R10R10-600 COG MIN. 400 INTO SLAB. 1 SL92 TOP MESH. MIN. 400 DEPTH TO INVERT. SL92 TOP MESH. SL92 TOP MESH. R10R10-600 COG MIN. 400 INTO SLAB. 100 100 SELECTED BEDDING 300 MIN ROCK SURFACE SL92 TOP MESH. APPROVED 0.2mm POLYETHYLENE LAYER. 50mm FALL OVER FIRST 1000mm, TYP. 1:20 F.S.L. USE APPROVED FLEXIBLE S E A L A N T AT B L O C K W A L L . FOOTING DETAILS SHEET 2 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S103 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt SL92 TOP MESH. MIN. 400 MAX. 700 STARTER BARS TO MATCH WALL REINFORCEMENT SIZE & SPACING N12 BARS - 450 LAP N16 BARS - 600 LAP. 13/09/2021 4:56:56 PM NOTE: INTERNAL TOP COVER - 30mm EXTERNAL TOP COVER - 40mm ALL BOTTOM COVER - 40mm REFER WALL NOTES. 700 < H ≤ 1200 1/N12 TRIMMER. SELECTED BEDDING 4-L12 TM. 1:20 F.S.L. N12N12-400 HORIZONTAL REINFORCEMENT S.L. NOTE: R10 SLAB TIES MAY BE DELETED ADJACENT TO CORE REINFORCEMENT ONLY, IF MESH IS LAPPED OVER VERTICAL STARTER BARS. 1:20 REFER FOOTING B1 FOR ADDITIONAL SPECIFICATION. 300 N16N16-400 HORIZONTAL REINFORCEMENT F.S.L. S.L. FOOTING B6 VARIATION SUBSUB-FLOOR WALL HEIGHT 700 < H ≤ 1200 1:20 FOOTING B6 VARIATION REFER WALL NOTES. SELECTED BEDDING N12N12-800 GALV. STARTER BARS PUNCH HOLES IN SIDE OF BLOCK TO INSERT BAR. APPROVED 0.2mm POLYETHYLENE LAYER. ROCK SURFACE 4-L12 TM. 1:20 ROCK SURFACE 500 4-L12 TM. 1:20 CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: R10R10-600 COG MIN. 400 INTO SLAB. 500 MIN 500 MIN MIN. 500 kPa ALLOWABLE BEARING CAPACITY NATURAL FOUNDATION MATERIAL. TO BE CONFIRMED PRIOR TO CONSTRUCTION FOOTING B8 Rev APPROVED 0.2mm POLYETHYLENE LAYER. 1 FOOTING B7 1 100 SELECTED BEDDING R10R10-600 COG MIN. 400 INTO SLAB. 500 SL92 TOP MESH. STEP - REFER ARCH. 100 300 MIN DEPTH TO INVERT. SL92 TOP MESH. R10R10-600 COG MIN. 400 INTO SLAB. SELECTED BEDDING 1 NOTE: INTERNAL TOP COVER - 30mm EXTERNAL TOP COVER - 40mm ALL BOTTOM COVER - 40mm 100 MAX. 700 ROCK SURFACE SL92 TOP MESH. APPROVED 0.2mm POLYETHYLENE LAYER. 50mm FALL OVER FIRST 1000mm, TYP. 1:20 F.S.L. SUBSUB-FLOOR WALL HEIGHT 1200 < H ≤ 2000 1:20 USE APPROVED FLEXIBLE SEALANT AT BLOCKWALL. SL92 TOP MESH. REFER FOOTING B1 FOR ADDITIONAL SPECIFICATION. 3/N12 TOP AND BOTTOM, R10R10-900 ZZ-BARS. 300 STARTER BARS TO MATCH WALL REINFORCEMENT SIZE & SPACING N12 BARS - 450 LAP N16 BARS - 600 LAP. 13/09/2021 4:56:56 PM 200 SERIES C.M. BLOCKWALL, N16N16-400 VERTICAL REINFORCEMENT, LAP 600. 400 FOOTING B6 A PPROV E D 0 . 2 m m P O L YE T H YL E N E LAYER. H MIN. 200 SERIES C.M. BLOCKWALL, N12N12-600 VERTICAL REINFORCEMENT. LAP 600. 1 IF THE BASE OF THE FOOTING 1:20 IS LOCATED WITHIN THE DRAIN INFLUENCE ZONE EITHER: A - DEEPEN FOOTING TO SUIT OR B - PIER FOOTINGS (NOTIFY ENGINEER). SELECTED BEDDING. NATURAL GROUND 300 SL92 TOP AND BOTTOM MESH. 1/N12 TRIMMER. SELECTED BEDDING. MIN. 700 INTO 300 R10R10-600 COG MIN. 400 INTO SLAB. 1 SL92 MESH. APPROVED 0.2mm POLYETHYLENE LAYER. STARTER BARS TO MATCH WALL REINFORCEMENT SIZE & SPACING N12 BARS - 450 LAP N16 BARS - 600 LAP. FOOTING DETAILS SHEET 3 MIN. 500 kPa ALLOWABLE BEARING CAPACITY NATURAL FOUNDATION MATERIAL. TO BE CONFIRMED PRIOR TO CONSTRUCTION 400 4-L12 TM. FOOTING B9 1:20 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au MIN. 500 kPa ALLOWABLE BEARING CAPACITY NATURAL FOUNDATION MATERIAL. TO BE CONFIRMED PRIOR TO CONSTRUCTION FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S104 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 150 MAX. 700 STARTER BARS TO MATCH WALL REINFORCEMENT SIZE & SPACING N12 BARS - 450 LAP N16 BARS - 600 LAP. 150 APPROVED 0.2mm POLYETHYLENE LAYER. 50mm FALL OVER FIRST 1000mm, TYP. 1:20 F.S.L. DEPTH TO INVERT. S.L. SL92 MESH. NOTE : PROP WALL AT APPROX. 2000 CRS. FOR 7 DAYS AFTER SLAB IS POURED. REFER WALL NOTES. 150 1/N12 TRIMMER. STARTER BARS TO MATCH WALL REINFORCEMENT SIZE & SPACING N12 BARS - 450 LAP N16 BARS - 600 LAP. NOTE : PROP WALL AT APPROX. 2000 CRS. FOR 7 DAYS AFTER SLAB IS POURED. REFER WALL NOTES. 1200 < H ≤ 2000 REFER WALL NOTES. 13/09/2021 4:56:56 PM 50 COVER SUSPENDED SLAB (WHERE APPLICABLE) CAP TO TOP OF RETAINING WALL (TYPICAL) 150 200 OPE UN D SL O R G MAX 1:4 REFER STAIR DETAIL 150 CLAY CAP NOTE: PROP WALL AT APPROX. 2000 CRS. FOR 7 DAYS AFTER SLAB IS POURED GEOFABRIC UNCOMPACTED GRANULAR FILL 200 SERIES CM 'H' BLOCKS N16N16-400 VERT LAP 600. N16N16-400 55 COVER APPROVED WATERPROOF MEMBRANE. WATERPROOF MEMBRANE AGRIC. DRAIN PIPE WITH COURSE AGGREGATE SURROUND. DRAIN TO OUTLET TYPICAL. CLEAN OUT BLOCK. N16N16-400 EACH WAY TOP N16N16-400 TRANSVERSE. N12 AT 400 CRS. N16N16-400 WITH 55mm COVER. N16N16-200 VERTICALS 55 COVER INSIDE FACE LAP 600 WHERE REQUIRED APPROVED WATERPROOF MEMBRANE 6 N16N16-400 HORIZONTALS LAP 450 1 300 SERIES C.M. 'H' BLOCK UNCOMPACTED GRANULAR FILL 55 N16N16-200 STARTER BARS 55 COVER. LAP 600 100mm HIGH CONCRETE HOB ROCK SURFACE 250 55 GEOFABRIC CLEAN OUT BLOCK 300 600 COG 300 MIN S100 300 COG N16N16-400 TRANSVERSE ROCK SURFACE N16N16-200 CENTRAL 300 MIN 1 : 20 AG G . D R AI N I N F I L T E R SOCK WITH COARSE AG G R E G A T E S U R R O U N D . DRAIN TO OUTLET 900 MIN RETAINING WALL TYPE 2 (RW2) SECTION 2 300 100 DRIVEWAY SLAB - REFER CIVIL DRAWINGS 4900 MAX RETAINING HEIGHT GEOFABRIC 290 2000 MAX RETAINING N12N12-400 HORIZ LAP 450. UNCOMPACTED GRANULAR FILL 300 MIN 2000 MAX HEIGHT RETAINING N16 HORIZONTAL TO TOP COURSE ONLY. 0 . 2 m m P O L YE T H E L E N E LAYER. LAP 600 WITH W A T E R P R O O F ME MB R A N E 2400 . 300 RETAINING WALL TYPE 3 (RW3) DETAIL SECTION 3 1 : 20 NOTE: 1. MAX 3mm PER LIFT. 2. TOP VERTICALS 600mm AT CONSTRUCTION JOINT. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 4 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S105 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 55 COVER N12N12-400 HORIZONTAL, LAP 600 (TYPICAL) SL92 MESH TOP AND BOTTOM N12N12-300 (4) REFER ARCHITECTURAL PLANS FOR DIMENSIONS & SETOUT. INCLUDING RISER, GOINGS, HEIGHTS, WIDTHS & LENGTHS. 300 LAP P LA 0 0 3 SL82 MESH, 40mm BOTTOM COVER N16N16-200 (1) N16N16-200 (2) DRIVEWAY SLAB 0.2mm POLYETHYLENE LAYER SECTION 1 S100 1 : 20 N16N16-200 (1) MAIN BARS N12N12-300(2) TRANSVERS BARS TYP. REFER PLAN B6 FOOTING N12N12-200 REFER WALL FRAMING PLAN & DETAIL INFORMATION FOR REQUIREMENTS. BREAK OUT FACE SHELL OF BLOCK 15 0 MIN 150 P LA 600 N16N16-200 STARTER BARS NOTE: STAIR CONCRETE GRADE = N40. REFER FOOTING PLAN & DETAILS INFORMATION. IF NOT SPECIFIED INSTALL MIN 300W x 500D FOOTING WITH 3L11TM SECTION 4 150 0L AP N12N12-300 (4) 300 LAP N12N12-200 (3) 150 uno N12N12-200 STARTER BARS LAP 1500 WITH STAIR MAIN BARS AND 300 WITH LANDING REINFORCEMENT 150 N16N16-200 (1) MAIN BARS N12N12-300(2) TRANSVERS BARS TYP. REFER FOOTING PLAN & DETAILS INFORMATION FOR REQUIREMENTS. S100 1 : 20 REFER ARCHITECTURAL PLANS FOR DIMENSIONS & SETOUT. INCLUDING RISER, GOINGS, HEIGHTS, WIDTHS & LENGTHS. N16N16-200 (1) N16N16-200 (2) 1 : 20 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 5 DRILL & EPOXY N16N16-200 DOWEL BARS INTO CM WALL WITH RAMSET CHEMSET INJECTION 801. MIN 150mm EMBEDMENT DEPTH TO WALL. LAP 600 MIN WITH LANDING REINFORCEMENT. REFER WALL FRAMING PLAN & DETAIL INFORMATION FOR REQUIREMENTS. BREAK OUT FACE SHELL OF BLOCK SECTION 1 DRILL & EPOXY N16N16-200 DOWEL BARS INTO CM WALL WITH RAMSET CHEMSET INJECTION 801. MIN 150mm EMBEDMENT DEPTH TO WALL. LAP 600 MIN WITH LANDING REINFORCEMENT. 5 S100 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S106 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 600 N12N12-200 (3) 150 uno SL82 MESH TOP AND BOTTOM, 45mm TOP COVER LAP 13/09/2021 4:56:57 PM SL82 MESH, 45mm TOP COVER 13/09/2021 4:56:57 PM 600 600 N12N12-200 TIE BARS 600 LONG LEGS 3/N16 TRIMMER BARS N16N16-200 (1) MAIN BARS N12N12-300(2) TRANSVERS BARS TYP. 150 DRILL & EPOXY N16N16-200 DOWEL BARS INTO CM WALL WITH RAMSET CHEMSET INJECTION 801. MIN 150mm EMBEDMENT DEPTH TO WALL. LAP 600 MIN WITH LANDING REINFORCEMENT. N12N12-300 (4) 300 LAP N12N12-200 (3) 150 uno N12N12-200 STARTER BARS LAP 1500 WITH STAIR MAIN BARS AND 300 WITH LANDING REINFORCEMENT 150 0L AP REFER ARCHITECTURAL PLANS FOR DIMENSIONS & SETOUT. INCLUDING RISER, GOINGS, HEIGHTS, WIDTHS & LENGTHS. N16N16-200 (1) N16N16-200 (2) BREAK OUT FACE SHELL OF BLOCK SECTION Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. 6 S100 1 : 20 1 REFER WALL FRAMING PLAN & DETAIL INFORMATION FOR REQUIREMENTS. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 6 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S107 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt REFER PLAN 300 TYP. 13/09/2021 4:56:57 PM 300 LAP REFER PLAN P LA 0 0 3 15 0 REFER WALL FRAMING PLAN & DETAIL INFORMATION FOR REQUIREMENTS. P LA 0 0 6 N12N12-300 (4) REFER ARCHITECTURAL PLANS FOR DIMENSIONS & SETOUT. INCLUDING RISER, GOINGS, HEIGHTS, WIDTHS & LENGTHS. N16N16-200 (1) MAIN BARS N12N12-300(2) TRANSVERS BARS TYP. N12N12-200 (1) 200CM WALL REFER WALL PLAN 15 0 P LA 0 0 6 N12N12-200 (2) TO LANDING. DRILL & EPOXY MIN 110mm INTO SIDE WALLS WITH RAMSET CHEMSET 801. INSTALL TO MANUFACTURERS SPECIFICATIONS N16N16-200 (1) MAIN BARS N12N12-300(2) TRANSVERS BARS TYP. SECTION 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS 1 : 20 REFER FOOTING PLAN & DETAILS INFORMATION. N16N16-200 STARTER BARS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 7 7 S100 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S108 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 300 300 LAP P LA 150 uno N12N12-200 (3) REFER FOOTING B1/B3 FOR ADDITIONAL SPECIFICATION. X REFER FOOTING B1/B3 FOR ADDITIONAL SPECIFICATION. Y - 500 - 13/09/2021 4:56:58 PM TRENCH MESH TIE WIRES TO BE LOCATED AT END OF MESH, WITH 1/N12 CORNER BAR, EACH LEG 500 LONG, TYPICAL. TRENCH MESH TO BE LAPPED FULL WIDTH AT INTERSECTION. REFER FOOTING B2 FOR ADDITIONAL SPECIFICATION. 2/N16 BARS AT BEAM INTERSECTION. B2 TRENCH MESH TO BE LAPPED FULL WIDTH AT INTERSECTION. ALTERNATIVE B2 TRENCH MESH TO BE LAPPED FULL WIDTH AT CORNERS. REFER FOOTING ALTERNATIVE B2 FOR ADDITIONAL SPECIFICATION. 300 FOOTING CORNER FOOTING INTERSECTION FOOTING INTERSECTION 1:20 FOOTING B2 1:20 FOOTING ALTERNATIVE B2 1:20 NOTE: INTERNAL TOP COVER - 30mm EXTERNAL TOP COVER - 40mm ALL BOTTOM COVER - 40mm ENSURE CONSTRUCTION JOINT IS FREE OF ANY FOREIGN MATERIAL (ie. SAND, ETC.) 2/N16 BARS AT BEAM INTERSECTION. LAP 300 WITH SLAB MESH. 700 MAX. 100 100 3-L11TM, TO BE LAPPED FULL WIDTH AT INTERSECTION. B2 1 2 3-L11 TM. 1 Rev ALTERNATIVE B2 SECTION X SECTION Y FOOTING B2 1:20 - FOOTING ALTERNATIVE B2 1:20 - CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 8 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S109 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 300 13/09/2021 4:56:58 PM TOTAL HEIGHT OF WALL 'H' 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 HEIGHT OF 200 SERIES CM 800 1000 1200 1400 1600 1800 2000 1400 1600 1600 1800 2000 2000 2000 HEIGHT OF 300 SERIES CM 800 800 1000 1000 1000 1200 1400 HEEL WIDTH 'W' 450 450 450 450 450 450 600 600 600 900 900 900 900 900 BASE DIMENSIONS BASE WIDTH 'B' BASE DEPTH 'D' BASE WIDTH 'B' BASE DEPTH 'D' (LEVEL FILL) (MAX 1:4 SLOPE) (MAX 1:4 SLOPE) (LEVEL FILL) 600 800 500 500 800 1000 500 500 1000 1200 600 500 1200 500 1400 600 700 1400 600 1600 1600 700 1800 800 1800 700 2000 800 2000 800 2200 900 2200 900 2400 1000 2400 900 2600 1000 2600 2800 900 1100 2800 1000 3000 1200 1100 1300 3000 3200 3200 1200 3400 1500 REINFORCEMENT V - BARS K - BARS (GALV.) N12N12-400 N12N12-400 N16N16-400 N16N16-400 N16N16-400 N16N16-400 N16N16-400 N16N16N16-400 N16-400 N16N16-400 N16N16-400 N20N20N20-400 N20-400 N20N20N20-400 N20-400 N16N16N16-200 N16-200 N20N16N20-200 N16-200 N20N16N20-200 N16-200 50 COVER N16 HORIZONTAL TO TOP COURSE ONLY. NOTE: "LEVEL FILL" BASE DIMENSIONS RELEVENT FOR LEVEL RETAINED SURFACE ONLY. FOR ALL SURFACE CONDITIONS UP TO 1:4 SLOPE USE "MAX 1:4 SLOPE" BASE DIMENSIONS. IF SLOPE IS > 1:4 ALTERNATE DETAILS ARE REQUIRED. PROVIDE CONTROL JOINTS (CJ) AT 8m MAX CRS AND EXPANSION JOINTS (EJ) AT 24m MAX CRS UNO. 50 COVER SL OPE ROUN D G :4 1 N16 HORIZONTAL TO MAX TOP COURSE ONLY. 'D' 250 CLEAN OUT BLOCK. N16N16-400 TRANSVERSE. N12 AT 400 WITH (GALV. V BARS). N12 AT 400 CRS. SL72 TOP MESH 30mm COVER. AGRIC. DRAIN PIPE WITH COURSE AGGREGATE SURROUND. FSL DRAIN TO OUTLET TYPICAL. NGL CLEAN OUT BLOCK. N16N16-400 TRANSVERSE. DISTANCE "B" HEIGHT "H" APPROVED WATERPROOF MEMBRANE. 100mm HIGH CONCRETE HOB ROCK SURFACE 'D' AGRIC. DRAIN PIPE WITH COURSE AGGREGATE SURROUND. FSL DRAIN TO OUTLET TYPICAL. NGL 100mm HIGH CONCRETE HOB ROCK SURFACE 200 SERIES CM 'H' BLOCKS 'V' BARS WITH 55mm COVER. N12 AT 400 CRS. DISTANCE "B" 'W' MORTAR LEDGE 300 SERIES CM 'H' BLOCKS. SL72 TOP MESH 30mm COVER. CLEAN OUT BLOCK 1 0 0 mm H I G H C O N C R E T E H O B N16N16-400 TRANSVERSE. 'V' BARS WITH 55mm COVER. ROCK SURFACE N12 AT 400 CRS. DISTANCE "B" 'W' WALLS 0.8m - 1.2m APPROVED WATERPROOF MEMBRANE. AGRIC. DRAIN PIPE WITH COURSE AGGREGATE SURROUND. DRAIN TO OUTLET TYPICAL. 'K''K'-BARS LAP 600. 'D' SL72 TOP MESH 30mm COVER. GEOFABRIC N16N16-400 VERT LAP 600. GEOFABRIC N12N12-400 HORIZ LAP 450. HEIGHT OF 300 SERIES BLOCK APPROVED WATERPROOF MEMBRANE. UNCOMPACTED GRANULAR FILL 200 SERIES CM 'H' BLOCKS. 300 N12N12-400 VERT LAP 600. UNCOMPACTED GRANULAR FILL 250 GEOFABRIC 300 MIN HEIGHT "H" UNCOMPACTED GRANULAR FILL HEIGHT "H" 150 CLAY CAP N12N12-400 HORIZ LAP 450. FSL NGL N12N12-400 HORIZ LAP 450. 300 MIN 200 SERIES CM 'H' BLOCKS OPE UN D SL O R G :4 MAX 1 150 CLAY CAP N12N12-400 VERT LAP 600. 150 CLAY CAP 50 COVER PE N D SL O U O R G 4 M A X 1: 300 MIN WALL HEIGHT WALLS 1.2m - 2.0m 'W' WALLS 2.0m - 3.4m RETAINING WALL TYPE 1 (RW1) DETAIL 1 : 20 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: FOOTING DETAILS SHEET 9 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S110 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt RETAINING WALL - TOE ADJACENT FILL ADDITIONAL LONGITUDINAL TRENCH MESH. TRENCH MESH. LAGGING THICKNESS AROUND PIPE: • 20mm → S, M & H1 SITES LAGGING OR SLEEVE. • 40mm → H2 & E SITES ENSURE FOOTING FOUNDS ON NATURAL SOIL. IF BASE OF TRENCH IS LOWER THAN THE BASE OF FOOTING, PROVIDE CLAY/CONCRETE PLUG AS PER 'TYPICAL UNDER SLABSLAB-EDGE BEAM DETAIL'. FOOTING. 800 'EXPANDA' JOINT (LUBRICATED WRAPPED IN 2 LAYERS OF 200 MICRON POLYTHENE AND SEALED WITH PRESSURE SENSITIVE TAPE TO EXCLUDE SOIL PARTICLES). SEWER MAIN OR BRANCH LINE. JOINTS LUBRICATED WRAPPED IN 2 LAYERS OF 200 MICRON POLYTHENE AND SEALED WITH PRESSURE SENSITIVE TAPE TO EXCLUDE SOIL PARTICLES). PIPE WORK TO BRANCH LINE DETAIL 1:20 1:20 REFER TO FOOTING DETAILS FOR SLAB MESH AND TOP BAR (IF ANY) REQUIREMENTS. SELECTED ARTICULATION JOINT e.g. STORM PLASTICS' SWIVEL JOINT OR OTHER APPROVED FLEXIBLE FITTING INSTALLED TO MANUFACTURER'S INSTRUCTIONS. SELECTED ARTICULATION JOINT e.g. STORM PLASTICS' SWIVEL JOINT OR OTHER APPROVED FLEXIBLE FITTING INSTALLED TO MANUFACTURER'S INSTRUCTIONS. 75 MIN. ABOVE FINISHED GROUND PIPE THROUGH FOOTING DETAIL - SECTION WHERE PIPES PASS UNDER EDGE BEAMS, BACKFILL TRENCH FULL DEPTH WITH CLAY PLUG TO RESTRICT INGRESS OF WATER BENEATH THE FOOTING SYSTEM. REFER TO FOOTING DETAILS FOR SLAB MESH AND TOP BAR (IF ANY) REQUIREMENTS. SITE CLASS CLASSIFICATION BY CHARACTERISTIC ALLOWABLE SURFACE MOVEMENT ys ROTATION "E" >75mm 15° 15 "H2" 75mm 15° 15 60mm "H1" 15° 15 70mm PLUS ADDITIONAL REQUIREMENTS "P" 15° 15 IN THE CASE OF FILL (MIN. DEPENDANT ON SITE CONDITION) MINIMUM 20mm LAGGING THROUGH FOOTINGS "M" N/A APPROVED BEDDING MATERIALS TO APPROPRIATE COVER. 300 MIN. N.S. PIPE FROM FIXTURE ADDITIONAL LAGGING TO O.R.G. TO LOCAL COUNCIL SPECIFICATIONS. LAGGING THICKNESS AROUND PIPE: • 20mm → S, M & H1 SITES • 40mm → H2 & E SITES 100 BUILDING BASE OF TRENCHES SLOPED AWAY FROM 'EXPANDA' JOINT (LUBRICATED WRAPPED IN 2 LAYERS OF 200 MICRON POLYTHENE AND SEALED WITH PRESSURE SENSITIVE TAPE TO EXCLUDE SOIL PARTICLES). CONCRETE ENCASED O.R.G. (POURED INSITU MONOLITHIC WITH FOOTINGS). N12N12-400 (MINIMUM 2 BARS) DOWEL BARS (IF NOT POURED MONOLITHIC WITH FOOTINGS). BACK FILL WITH C O M P AC T E D C L A Y S O I L S O R E Q U I V AL E N T TO FORM I MP E R ME AB L E L AY E R TO A L L TRE N C HE S W I THI N 1 5 0 0 m m OF THE BUILDING. BACKFILL DEPTH VARIES CLAY PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE. WIDTH VARIES UNDER SLABSLAB-EDGE BEAM DETAIL O.R.G. TO PREVENT SHEAR AT FOOTING FACE - SECTION TRENCH DETAIL 1:20 1:20 1:20 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: 13/09/2021 4:56:58 PM REFER TO FOOTING DETAILS FOR SLAB MESH AND TOP BAR (IF ANY) REQUIREMENTS. • THE FOLLOWING NOTES & DETAILS PROVIDED SHOULD BE READ AND INSTALLED I N C O N J U N C T I O N W I T H AS / N Z S 3 5 0 0 , A S 2 8 7 0 & O T H E R R E L E VA N T S T A N D A R D & OTHER REQUIREMENTS OF THE B.C.A. DRAINAGE PIPE DIAMETER "D" • ALL DRAINS INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (e.g. M , H , E & P S I T E S ) O R W A T E R C H AR G E D & W H E R E S O I L M O V E ME N T MA Y AF F E C T T H E P E R F O R MA N C E O F A N Y D R AI N , A C E R T I F I E D P L AN & S P E C I F I C AT I O N S H O U L D BE PROVIDED BY AN APPROPRIATELY QUALIFIED PERSON. • WHERE A COMPLIANCE PERMIT & ASSESSMENT IS REQUIRED BY THE LOCAL A U T H O R I T Y, A S O I L R E P O R T & AL L C AL C U L AT I O N S S H O W I N G P R O P O S E D M E T H O D TO PROTECT THE DRAINAGE FROM POTENTIAL GROUND MOVEMENTS MAY BE REQUIRED. SEPTIC TANKS IN PARTICULAR REQUIRE CAREFUL DETAILING. • T H E P L U M B I N G C O N T R AC T O R S H A L L V E R I F Y S O I L C L A S S I F I C A T I O N A N D E N S U R E ADEQUATE MEASURES ARE IMPLEMENTED IN THE CASE WHERE SOILS ARE DEEMED TO BE REACTIVE (SWIVEL JOINTS, SKIP COUPLING ETC. SELECTED ARTICULATION • AS PER CLAUSE 5.6.4 IN AS2870, DRAINS ATTACHED TO OR EMERGING FROM JOINT SWIVEL JOINT OR OTHER UNDERNEATH THE BUILDING SHALL INCORPORATE FLEXIBLE JOINTS IMMEDIATELY 800 APPROVED FLEXIBLE FITTING O U T S I D E T H E F O O T I N G A N D C O M ME N C I N G W I T H I N 1 m O F T H E B U I L D I N G P E R I ME T E R INSTALLED TO MANUFACTURER'S TO ACCOMMODATE A TOTAL RANGE OF DIFFERENTIAL MOVEMENT IN ANY RECOMMENDATIONS. DIRECTION EQUAL TO THE ESTIMATED CHARACTERISTIC SURFACE MOVEMENT OF THE SITE (yS). IN THE ABSENCE OF SPECIFIC DESIGN GUIDANCE, THE FITTINGS OR O T H E R D E V I C E S T H AT A R E P R O V I D E D T O A L L O W F O R T H E M O V E ME N T S H A L L B E SET AT THE MIDMID-POSITION OF THEIR RANGE OF POSSIBLE MOVEMENT AT THE TIME OF INSTALLATION, SO AS TO ALLOW FOR MOVEMENT EQUAL TO 0.5yS IN ANY ZIRECTION FROM THE INITIAL SETTING. THIS REQUIREMENT APPLIES TO ALL STORMWATER AND SANITARY PLUMBING DRAINS AND DISCHARGE PIPES. PLUMBING AND DRAINAGE DETAILS Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S111 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt SELECTED ARTICULATION JOINT e.g. STORM PLASTICS' SWIVEL JOINT OR OTHER APPROVED FLEXIBLE FITTING INSTALLED TO MANUFACTURER'S INSTRUCTIONS. NOTES NOTE: NOTE: WHERE PIPE THROUGH FOOTING CUTS LONGITUDINAL TRENCH MESH REINFORCEMENT OR COVER NOT ACHIEVED, DEEPEN BEAM TO ALLOW FOR ADDITIONAL TRENCH MESH AS SHOWN. BEAM DEPTH + "D" REFER WALL NOTES. "D" MIN. 15 DEGREE BEND TYPICAL. 13/09/2021 4:56:58 PM 1 NOTE: PLUMBING AND DRAINAGE SERVICES TO BE DESIGNED AND DETAILED BY LICENSED PERSONNEL S121 DISCHARGE 4 3 FILTER 5 2 SURFACE SKIMMER POOL RETURN VACUUM INLET 1 LINE 1,2 & 3 Ø38 38 PVC LINE 4 & 5 Ø32 PVC DIAGRAMATIC PLUMBING LAYOUT 1 : 20 POOL PLAN 1 : 100 600 LAP 600 LAP TIE BARS TO MATCH WALL REINFORCEMENT. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. POOL WALL CORNER DETAIL POOL WALL INTERSECTION DETAIL 1:20 1:20 Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: TIE BARS TO MATCH BOND BEAM REINFORCEMENT. POOL DETAILS SHEET 1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S120 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt MAIN DRAIN NOTE: 1. CONCRETE GRADE = N40. 45mm COVER EXTERNAL, 50mm COVER INTERNAL 2. POOL STRUCTURE TO BE IMPREGNATED WITH XYPEX ADMIXTURE TO MANUFACTURERS SPECIFICATIONS 3. BUILDER TO OBTAIN GUARANTEE OF AS CONSTRUCTED WATERTIGHTNESS FROM LINING MANUFACTURER FLEXIBLE SEALANT N12N12-200 HORIZONTAL N12N12-200 HORIZONTAL N16N16-200 VERTICAL AND STARTERS LAP 450 EACH FACE OF STEP REFER WALL PLANS FOR REINFOCEMENT DETAILS N16N16-200 HORIZONTAL EACH FACE OF STEP 700 FLEXIBLE WATERPROOF LINING 200 C.M. WALL N16N16-200 CENTRAL STARTERS N16N16-200 700 MAX. ADJACENT SLAB - REFER SUSPENED SLAB DETAILS N16N16-200 CENTRAL VERTICAL LAP 600 1400 MAX 200 C.M. WALL N16--200 VERTICALS & N16 STARTERS, LAP 600 N16N16-200 VERTICALS N12N12-200 HORIZONTAL 200 450 COG 600 LAP 2-N12 TOP COURSE (TYPICAL) N16N16-200 2-N12 TOP COURSE (TYPICAL) N12N12-400 HORIZONTAL N16N16-400 STARTER & VERTICAL CENTRAL WATERPROOF MEMBRANE 600 LAP 600 LAP N12N12-400 HORIZONTAL SELECTED BEDDING 300 4-L11 TM 300 500 ROCK SURFACE 400 ROCK SURFACE N16N16-400 VERTICAL AND STARTER CENTRAL 400 600 N12N12-200 EACH WAY MIN. 500 kPa ALLOWABLE BEARING CAPACITY NATURAL FOUNDATION MATERIAL. TO BE CONFIRMED PRIOR TO CONSTRUCTION 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS SECTION 1 : 20 HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. 1 S120 Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: MIN. 500 kPa ALLOWABLE BEARING CAPACITY NATURAL FOUNDATION MATERIAL. TO BE CONFIRMED PRIOR TO CONSTRUCTION POOL DETAILS SHEET 2 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design CC Drawn SB Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S121 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 2-N12 IN TOP COURSE 1. DESIGN a. THE LIMITS OF THIS POOL DESIGN ARE:ARE:- THE MAXIMUM SIZE SHALL NOT EXCEED 12m IN LENGTH, 7m IN WIDTH. THE MAXIMUM WATER SURFACE AREA IS 100m2. - THE POOL IS TO BE FOUNDED INTO SOUND MATERIAL HAVING A MINIMUM SAFE BEARING CAPACITY OF 100kPa. b. THE POOL HAS BEEN DESIGNED IN ACCORDANCE WITH AS2783AS2783-1992 "USE OF REINFORCED CONCRETE FOR SMALL SWIMMING POOLS" c. ALL CONCRETE TO BE 200mm THICK UNLESS NOTED OTHERWISE. d. ALL CONCRETE IN PLAN TO BE MIN. 300mm RADIUS. e. THIS DESIGN APPLIES WHERE POOL WALL DOES NOT PROJECT MORE THAN 600mm ABOVE GROUND LEVEL. 3. MATERIALS a. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40MPa, 40MPa, WITH AN EFFECTIVE CEMENT CONTENT OF NOT LESS 3 THAN 280kg/m . FLY ASH SHALL COMPLY WITH AS3582.1. SLAG SHALL COMPLY WITH AS3582.2. ADMIXTURES SHALL COMPLY WITH AS1478. REINFORCEMENT SHALL COMPLY WITH AS1302, AS1303 AND/OR AS1304. FOR 'C' TYPE EXPOSURE USE 40MPa. b. CONCRETE SHALL BE MOIST CURED FOR A MINIMUM 7 DAYS. DO NOT USE CURING ADMIXTURES TO SPEED CURING PROCESS. c. THE MINIMUM CONCRETE THICKNESS' SHOWN DO NOT INCLUDE THE APPLIED FINISH. d. CONCRETE PLACEMENT IS TO BE A SINGLE, CONTINUOUS OPERATION USING PNEUMATIC PLACEMENT PROCEDURES, WITH COMPETENT EQUIPMENT AND BUILDING PRACTICE. 4. REINFORCEMENT a. ALL 'S' BARS (STRUCTURAL DEFORMED WITH GRADE 250S) SHALL BE IN ACCORDANCE WITH AS1302. b. MINIMUM LAPS OF S12 BARS TO BE 600mm AND ARE TO BE STAGGERED WHERE POSSIBLE. c. ALL REINFORCEMENT IS TO BE SECURELY HELD IN PLACE UNTIL THE CONCRETE IS POURED. TIE WIRES MUST BE TURNED TOWARDS THE CENTRE OF SECTIONS AND/OR CUT SHORT TO ENSURE REQUIRED COVER IS NOT REDUCED. d. MINIMUM CLEAR DISTANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE 50mm, OR 4 TIMES THE BAR DIAMETER, WHICH EVER IS GREATER. e. WHERE 2 MATS ARE REQUIRED THE CLEAR DISTANCE BETWEEN PARALLEL BARS IN THE MAT SHALL BE A MIN. 40mm. f. ALL STEEL SPACING NOTES ON THE ATTACHED PLANS ARE BASED ON A DESIGN SECTION THICKNESS OF 140mm. CONTACT STP CONSULTANTS FOR SPECIFIC DESIGN IF THICKER WALLS ARE REQUIRED. g. THE REINFORCEMENT IS TO BE CLEAN AND FREE OF LOOSE RUST, MUD AND GREASE WHEN CONCRETE IS PLACED. 5. DURABILITY AND CONCRETE PROTECTION a. FOR SITES LESS THAT 1km FROM SALT WATER, THE MINIMUM CONCRETE STRENGTH IS TO BE 40MPa, WITH THE COVER TO REINFORCEMENT INCREASED BY 10mm BOTH INTERNALLY AND EXTERNALLY b. FOR ALL OTHER SITES WITH NONNON-AGGRESSIVE SOILS AND NOT SUBJECTVARIABLE WATER TABLES OR TIDAL ACTIVITY THE MINIMUM COVER IS TO BE 50mm (INSIDE POOL) AND 65mm (TO GROUND SURFACE). b. ALL REINFORCEMENT IS TO BE ACCURATELY BENT AND TO FOLLOW RADIUS OF ALL COVINGS AS SHOWN. c. HORIZONTAL AND VERTICAL LAYERS MAY BE REVERSED FROM THOSE SHOWN, PROVIDED MINIMUM COVERS ARE MAINTAINED. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: POOL NOTES 6. BACKFILLING a. THE POOL IS NOT TO BE BACKFILLED UNTIL 14 DAYS AFTER CONCRETE PLACEMENT. b. BACKFILL THE SURROUNDING POOL EDGES WITH A PROPERLY COMPACTED SANDY OR EQUIVALENT NONNON-REACTIVE MATERIAL AND COMPACT. DO NOT USE MECHANICAL VIBRATION EQUIPMENT NEAR THE POOL EDGES. 7. PLUMBING a. THE HYDROSTATIC VALVE IS TO BE PLACED AS PER THE ATTACHED DRAWINGS. THE DRAINAGE LAYER OF GRAVEL IS TO DRAIN FREELY INTO THIS VALVE. b. THE EMBEDMENT OF PIPES, CONDUITS AND FITTINGS IN CONCRETE SHALL COMPLY WITH SECTION 14 OF AS3600. c. CIRCULATION PIPEWORK IS TO BE UPVC NOT LESS THAN Ø40mm (CLASS 9). PROPERTY/POOL OWNER TO BE AWARE OF AND CONSIDER. 8. a. b. c. d. GENERAL THE OWNER SHALL ENSURE THAT THE HYDROSTATIC VALVE IS MAINTAINED IN GOOD WORKING ORDER. ALL RUNOFF AND SURFACE WATER SHOULD BE DIRECTED AWAY FROM THE POOL AREA. DURING FLOODING OR EXCESSIVE RISES IN THE WATER TABLE, THE POOL IS TO BE KEPT FILLED TO EQUALISE PRESSURE. REFER ARCHITECTURAL/POOL DESIGNER DRAWINGS FOR SETOUT DETAILS AND DIMENSIONS. (ENSURING MAX. CONSTRAINTS ARE ADHERED TO). e. ENSURE EQUIPOTENTIAL BONDING IS CARRIED OUT TO THE REINFORCING AND POOL SURROUNDS TO LOCAL ELECTRICAL AUTHORITY'S SPECIFICATIONS. F. WATER PROOF MEMBRANE AND WATER PROOFING GURANTEE BY POOL CONTRACTOR. 9. CONSTRUCTION TOLERANCE THE ALLOWABLE TOLERANCES ON DIMENSIONS SPECIFIED IN THE DRAWINGS SHALL BE AS FOLLOWS: a. CONSTRUCTION DIMENSIONS:DIMENSIONS:i. PROJECTION OF THE TOP OF THE POOL ABOVE ANY NONNON-YIELDING ROCK STRATA CONSIDERED IN THE DESIGN TO PROVIDE LATERAL SUPPORT, +/+/- 150mm; AND ii. LEVEL OF THE TOP OF THE STRUCTURE, +/+/- 15mm. b. POOL DEPTH +/+/- 5%. c. LINE OF WATER FACE, +/+/- 15mm. d. STRUCTURAL THICKNESS, -5mm. (NOTE: THERE IS NO LIMIT ON THE MAXIMUM STRUCTURAL THICKNESS) e. COVER TO REINFORCEMENT, -5mm +20mm. Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design CC Drawn SB Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S122 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 2. FOUNDATIONS a. REMOVE TOPSOIL AND ALL ORGANIC MATERIAL FROM THE POOL AREA, IN ORDER TO EXPOSE SOUND NATURAL GROUND (S.N.G) b. THE POOL BASE MUST BE PREPARED WITH A MIN. 50mm LAYER OF 20mm GRAVEL. c. WHERE THE POOL IS SUPPORTED ON SOFT/LOOSE GROUND, OR UNCONTROLLED FILL, CONTACT STP CONSULTANTS FOR SPECIFIC ENGINEERING DESIGN. d. WHERE THE PROCESS OF EXCAVATION HAS CREATED AN IRREGULAR BASE SURFACE, OR SUBSTANTIAL CAVITIES IN THE BASE MATERIAL, THE SURFACE IS TO BE MADE GOOD BY THE PLACEMENT OF GRANULAR MATERIAL COMPACTED TO 98% SRDD. e. DESIGN TO BE MODIFIED IF EXCESSIVE GROUND WATER IS ENCOUNTERED DURING EXCAVATION. NOTE: WATERPROOF MEMBRANE TO BE APPLIED TO ALL EXTERNAL SLABS. 200 MIN 13/09/2021 4:56:59 PM NOTES: 1. REFER ARCHITECTURAL DRAWINGS FOR ALL SETOUT DI M E NSI ONS , F A L L S, SE TD OW NS, RE BA TE S, F I NI SHE S E TC . 2. THE CONTRACTOR SHALL LIAISE WITH STP CONSULTANTS TO DETERMINE SEQUENCE OF CONCRETE POURS AND CONSTRUCTION JOINTS. 400 FOLD NOTES: TO REDUCE RAPID EVAPORATION OF WATER FROM THE SURFACE OF ALL CONCRETE FLATWORK, APPLY "EUCOVAP" OR "MASTERKURE 111CF" IMMEDIATELY AFTER INITIAL SCREENING. PRODUCT MUST BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUSPENDED SLAB REQUIREMENTS 200 MIN N40 GRADE CONCRETE 400 FOLD 225 1 S206 400 FOLD 275 LEGEND DENOTES SLAB DEPTH 200 MIN DENOTES SLAB MINIMUM SLAB DEPTH TO BE ACHIEVED TO SUIT FALL. DENOTES SETDOWN AREAS. REFER ARCH DWGS. 2000 200 MIN 275 DENOTES WALLS/COLUMNS UNDER DENOTES SLAB STEP HATCHING DENOTES EXTENT OF RETAIN WALL FOOTING REFER SECTION 1. LEVEL 2 SLAB PROFILE PLAN DENOTES GRATED DRAIN - REFER TO ARCHITECT 1 : 100 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 2 SLAB PROFILE PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S200 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt NOTES: INSTALL WATERPROOF MEMBRANE PER MANUFACTURERS SPECIFICATIONS TO ALL EXTERNAL SUSPENDED SLABS. 13/09/2021 4:57:00 PM REINFORCEMENT KEY DENOTES BAR SIZE N16-200 B/O DENOTES BAR DIRECTION N16N16-200 DENOTES BAR SPACING N16-200 B/U 600 LAP NOTE: REINFORCEMENT KEY IS A INDICATIVE REPRESENTATION OF R E I N F O R C E M E N T L AY E R I N G . E X T R A L AY E R S MA Y B E I N C O R P O R AT E D . 400 FOLD N16-200 B/O N16-200 B/O N16-200 B/U N16-200 B/O N16-200 B/U 2000 LEGEND DENOTES WALLS/COLUMNS UNDER B/u DENOTES BOTTOM UNDER BAR B/o DENOTES BOTTOM OVER BAR 30mm BOTTOM COVER (INTERNAL) 45mm BOTTOM COVER (EXTERNAL) HATCHING DENOTES EXTENT OF RETAIN WALL FOOTING REFER SECTION 1. LEVEL 2 BOTTOM REINFORCMENT PLAN 1 : 100 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 2 BOTTOM REINFOCEMENT PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S201 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 600 LAP (TYPICAL) 13/09/2021 4:57:00 PM REINFORCEMENT KEY DENOTES BAR DIRECTION 1-N16 TRIMMER TO UNSUPPORTED EDGE, LAP 600 WHERE REQUIRED DENOTES BAR SIZE N16N16-200 2500 DENOTES BAR SPACING N12N12-200 T/O NOTE: REINFORCEMENT KEY IS A INDICATIVE REPRESENTATION OF R E I N F O R C E M E N T L AY E R I N G . E X T R A L AY E R S MA Y B E I N C O R P O R AT E D . 2500 3000 2000 2500 3000 3000 15/N20 15/N20--200 T/U 18/N1218/N12-200 T/O 2500 N12N12-200 T/O 5/N165/N16-200 T/O 2500 N16N16-150 N16N16-150 2000 N16N16-200 T/O LEGEND 2000 N16 N16--150 2500 SL92 DENOTES WALLS/COLUMNS UNDER T/u DENOTES TOP UNDER BAR T/o DENOTES TOP OVER BAR 30mm TOP COVER (INTERNAL) 45mm TOP COVER (EXTERNAL) HATCHING DENOTES EXTENT OF RETAIN WALL FOOTING REFER SECTION 1. LEVEL 2 TOP REINFORCMENT PLAN 1 : 100 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 2 TOP REINFORCEMENT PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S202 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 20/N12 20/N12--200 T/U 6/N166/N16-200 T/O 3000 DENOTES 33-N12 x 1500mm LONG TRIMMERS (TYPICAL) 2500 3000 SL92 N16 N16--200 T/U 1-N16 TRIMMER TO UNSUPPORTED EDGE, LAP 600 WHERE REQUIRED 5/N165/N16-200 T/O N12 N12--200 T/U 3000 2500 SL92 SL92 3500 SL92 N16N16-200 T/O 14/N16 14/N16--200 T/U 2000 N16N16-150 15/N20 15/N20--200 T/U 3000 18/N1218/N12-200 T/O 2500 SL92 13/09/2021 4:57:00 PM 3 S207 2 C3 /u 200 MIN NOTE: THICKEN FOLD LOCALLY TO EXTEND TO WINDOW HEAD HEIGHT - REFER SECTION 3. 400 FOLD NOTE: REFER L2 ROOF PLAN AND L3 FLOOR PLAN FOR LOCATION OF COLUMNS OVER. S207 SUSPENDED SLAB REQUIREMENTS N40 GRADE CONCRETE NOTE: STAIR DETAILS SIMILAR TO LOWER LEVEL - REFER FOOTING PLANS LEVEL 3 SLAB PROFILE PLAN LEGEND 1 : 100 200 DENOTES SLAB DEPTH 200 MIN DENOTES SLAB MINIMUM SLAB DEPTH TO BE ACHIEVED TO SUIT FALL. DENOTES SETDOWN AREAS. REFER ARCH DWGS. DENOTES WALLS/COLUMNS UNDER DENOTES WALLS/COLUMNS OVER DENOTES SLAB STEP DENOTES GRATED DRAIN - REFER TO ARCHITECT 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 3 SLAB PROFILE PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au NOTES: 1. REFER ARCHITECTURAL DRAWINGS FOR ALL SETOUT DI M E NSI ONS , F A L L S, SE TD OW NS, RE BA TE S, F I NI SHE S E TC . 2. THE CONTRACTOR SHALL LIAISE WITH STP CONSULTANTS TO DETERMINE SEQUENCE OF CONCRETE POURS AND CONSTRUCTION JOINTS. NOTES: TO REDUCE RAPID EVAPORATION OF WATER FROM THE SURFACE OF ALL CONCRETE FLATWORK, APPLY "EUCOVAP" OR "MASTERKURE 111CF" IMMEDIATELY AFTER INITIAL SCREENING. PRODUCT MUST BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. NOTES: INSTALL WATERPROOF MEMBRANE PER MANUFACTURERS SPECIFICATIONS TO ALL EXTERNAL SUSPENDED SLABS. FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S203 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 200 13/09/2021 4:57:00 PM REINFORCEMENT KEY DENOTES BAR DIRECTION DENOTES BAR SIZE N16N16-200 N16-200 B/U DENOTES BAR SPACING 600 LAP NOTE: REINFORCEMENT KEY IS A INDICATIVE REPRESENTATION OF R E I N F O R C E M E N T L AY E R I N G . E X T R A L AY E R S MA Y B E I N C O R P O R AT E D . LEVEL 3 BOTTOM REINFORCMENT PLAN 1 : 100 LEGEND DENOTES WALLS/COLUMNS UNDER B/u DENOTES BOTTOM UNDER BAR B/o DENOTES BOTTOM OVER BAR 30mm BOTTOM COVER (INTERNAL) 45mm BOTTOM COVER (EXTERNAL) 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 3 BOTTOM REINFOCEMENT PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S204 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt N16-200 B/O N16-200 B/O N16-200 B/O N16-200 B/U 13/09/2021 4:57:01 PM REINFORCEMENT KEY 8/N168/N16-200 T/U 2400 DENOTES BAR DIRECTION DENOTES BAR SIZE 5/N125/N12-200 T/U DENOTES BAR SPACING 2400 N16 TRIMMER TO EXPOSED EDGE, LAP 600 WHERE REQUIRED 3000 5/N125/N12-200 T/U 8/N168/N16-200 T/U 2500 N16N16-150 16/N16 16/N16--200 T/O 2000 2000 N16 TRIMMER TO EXPOSED EDGE, LAP 600 WHERE REQUIRED 3000 N12 N12--200 T/O SL92 3000 NOTE: REINFORCEMENT KEY IS A INDICATIVE REPRESENTATION OF R E I N F O R C E M E N T L AY E R I N G . E X T R A L AY E R S MA Y B E I N C O R P O R AT E D . 4/N124/N12-200 T/U LEVEL 3 TOP REINFORCMENT PLAN SL92 N16 N16--200 T/O SL92 N16N16-200 N16 TRIMMER TO EXPOSED EDGE, LAP 600 WHERE REQUIRED 1 : 100 LEGEND DENOTES WALLS/COLUMNS UNDER T/u DENOTES TOP UNDER BAR T/o DENOTES TOP OVER BAR 45mm TOP COVER 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 3 TOP REINFOCEMENT PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S205 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt NOTE: 600 LAP TO COGGED BARS (TYPICAL) 13/09/2021 4:57:01 PM EXTRA TOP REINFORCEMENT WHERE REQUIRED LAP 600 REFER SLAB PLANS FOR REINFORCEMENT SPECIFICATION SL92 MESH LAP 400 250 6 CFW ALL AROUND INDICATES SLAB REINFORCEMENT, REFER PLANS FOR SIZE AND SPACING. 50 SET DOWN STEEL COLUMN REFER PLAN STEEL COLUMN REFER PLAN 6 CFW ALL AROUND INDICATES SLAB REINFORCEMENT, REFER PLANS FOR SIZE AND SPACING. 12mm THICK, GALV, 175 x 175 CASTCAST-IN PLATE. PROVIDE 44-N16 GALV BARS 6CFW TO PLATE, 600mm LEGS, TYPICAL. TYPICAL INTERNAL SET DOWN DETAIL 12mm THICK, GALV, 175 x 175 CASTCAST-IN PLATE. PROVIDE 22-N16 GALV BARS 6CFW TO PLATE, 600mm LEGS, TYPICAL. 1 : 20 50 COVER CAPPING TO WALL TYPICAL DETAILS SUSPENDED SLAB STEEL COLUMN CAST - IN BASE PLATE DETAILS 1:20 NOTE: 1. REFER PLAN FOR COLUMN SIZE AND SLAB SPECIFICATION. 2. TREAT ALL WELDS WITH SUITABLE CORROSION PROTECTION SYSTEM. OPE UN D SL O R G MAX 1:4 N12N12-400 HORIZ LAP 450. 150 CLAY CAP 2000 MAX PLANTER WALL (WHERE APPLICABLE) 200CM WALL UNDER CLEAN OUT BLOCK. WATERPROOF MEMBRANE AGRIC. DRAIN PIPE WITH COURSE AGGREGATE SURROUND. DRAIN TO OUTLET TYPICAL. N12N12-400 450 COG 200 275 400 LAP 55 COVER 250 300 LAP SL92 TOP MESH 30mm COVER. 100 HIGH HOB 'V' BARS WITH 55mm COVER. 300CM SERIES RETAINING WALL UNDER N12N12-400 LL-BARS XW ROCK 300 MIN 400 FOLD N16N16-400 TRANSVERSE. 800 MIN 300 COG REFER SLAB PLAN FOR REINFORCEMENT ARRANGEMENT GEOFABRIC APPROVED WATERPROOF MEMBRANE. N16N16-400 VERT LAP 600. 2/N12 IN DOUBLE B/B TOP STEP - REFER ARCHITECTURALS 600 TYPICAL UNCOMPACTED GRANULAR FILL 200 SERIES CM 'H' BLOCKS 2000 300 RETAINING WALL TYPE 4 (RW4) DETAIL SECTION 1 1 : 20 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. S200 Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: SLAB DETAILS SHEET 1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S206 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt N16 HORIZONTAL TO TOP COURSE ONLY. 13/09/2021 4:57:01 PM TILES AND GROUT TO ACHIEVE FINAL REQUIRED LEVELS STRIP DRAIN 300 COG 300 400 LAP N12N12-400 PROPRETRY HAND RAIL - BY OTHERS N12N12-400 WINDOW HEAD HEIGHT 190 2-N16 200 MIN 200 200 1-N16 TRIMMER REFER SLAB PLANS FOR REINFORCEMENT SPECIFICATIONS WINDOW HEAD HEIGHT 190 2-N16 DRIP DRAIN, BEND STEEL UPWARDS AS SHOWN TO MAINTAIN SPECIFIED COVER SECTION 2 S203 1 : 20 SECTION 1 : 20 3 S203 NOTE: TOP REINFORCEMENT (WHERE REQUIRED) TO LAP IN A SIMILAR MANOR TO BOTTOM REINFORCEMENT SHOWN ABOVE. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: SLAB DETAILS SHEET 2 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S207 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 400 FOLD 13/09/2021 4:57:01 PM BCJ LT4 BCJ LT4 4/ N1 6 4/ N1 6 R EF E R TE : NO IL ETA D OL PO GS WI N A DR S. AIL T E D LL A W F OR LT6 BCJ LT6 BCJ LT6 LT6 LT6 4/ N1 6 LT6 LT6 NOTE: LINTEL TO BE PROPPED UNTIL 28 DAYS AFTER SLAB OVER POURED. 4/ N1 6 LT4 NOTE: REFER TO DRAWING S303 FOR WALL NOTES AND MEMBER SCHEDULE. BCJ NOTE: EXTENT OF RETAINING WALL TO BE CONFIRMED ON SITE. BCJ LEGEND LEGEND DENOTES NONNON-LOAD BEARING STUD WALL - REFER TO NOTES Rev CONSTRUCTION ISSUE Description AMENDMENTS DENOTES N12 VERTICAL REINFORCEMENT EXTRA DENOTES N16 VERTICAL REINFORCEMENT EXTRA DENOTES 300 C.M WALL - REFER TO SECTION 9. 1 : 100 1 DENOTES 200 C.M WALL - REFER TO NOTES. N1 2 GARAGE LEVEL WALL FRAMING AND BRACING PLAN DENOTES 200 C.M LINTEL - REFER TO DETAILS N1 6 LT1 - 6 DENOTES LOAD BEARING STUD WALL - REFER TO NOTES DENOTES RETAINING WALL - REFER TO FOOTING PLAN. HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: GARAGE LEVEL WALL FRAMING AND BRACING PLAN BCJ Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au D E N O T E S L O C AT I O N O F 1 0 m m W I D E B L O C K C O N T R O L J O I N T FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S300 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 8 S311 13/09/2021 4:57:02 PM 4/ N1 6 C1 4/ N1 6 C1 LT5 DENOTES EXTENT OF LOWER LEVEL ROOF OVER. DENOTES EXTENT OF FLOOR SLAB OVER. LEGEND DENOTES LOAD BEARING STUD WALL - REFER TO NOTES L7 PLY LT2 LT4 PLY DENOTES 200 C.M LINTEL REFER TO DETAILS PLY PLY DENOTES N12 VERTICAL REINFORCEMENT EXTRA DENOTES N16 VERTICAL REINFORCEMENT EXTRA LT2 C1 PLY N1 2 LT4 PLY N1 6 C1 LT4 LT2 PLY PLY DENOTES PLY BRACING WALL (DOUBLE SIDED) - REFER TO DETAIL PLY LT1 - 6 PLY PLY DENOTES PLY BRACING WALL (SINGLE SIDED) - REFER TO DETAIL PLY PLY PLY DENOTES RETAINING WALL REFER TO FOOTING PLAN. S310 L2 L2 PLY L2 PLY PLY L3 4 DENOTES 200 C.M WALL REFER TO NOTES. PLY PLY PLY PLY PLY PLY PLY LT2 LT3 LT2 LT4 4/ N1 6 WIND DIRECTION AA- A = 313kN FORCE RESISTANCE = >320kN 4/ N1 6 BRACING DESIGN 4/ N1 6 L1 4/ N1 6 C5 L1 L1 NOTE: DESIGN ASSUMES FIXED CEILING F R A MI N G F I XE D T O U N D E R S I D E O F P U R L I N S . C5 PLY LT2 LT4 B A WIND DIRECTION BB-B A B = 481kN FORCE RESISTANCE = >500kN NOTE: REFER TO DRAWING S303 FOR WALL NOTES AND MEMBER SCHEDULE. LEVEL 2 WALL FRAMING AND BRACING PLAN 1 : 100 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 2 WALL FRAMING AND BRACING PLAN A L L W O R K T O C O MP L Y W I T H T H E B U I L D I N G C O D E O F A U S T R A L I A, T H E BUILDING ACT AMENDMENT ACT. AND LOCAL AUTHORITY BYBY-LAWS. TIMBER FRAMING IN ACCORDANCE WITH AS1684.3 RESIDENTIAL TIMBER - FRAMED CONSTRUCTION USED AS REFERENCE. ALL WORK TO BE FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S301 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt LT4 L7 3/ N1 6 C4 C4 C4 L3 LT2 L8 C3 C4 4/ N1 6 4/ N1 6 DENOTES NONNON-LOAD BEARING STUD WALL - REFER TO NOTES MARK L1 C3 C1 C2 C3 C4 C5 STB1 DENOTES EXTENT OF ROOF OVER - REFER ROOF PLAN L1 PLY L1 L1 L2 L3 L5 L6 L7 L8 C1 L3 L6 ST B1 PLY C1 PLY 2/ N1 6 L1 PLY 2/ N1 6 C1 6 C1 PLY PLY PLY PLYS311 NOTE: REFER ROOF PLAN FOR STB1 DETAILS. LEVEL 3 WALL FRAMING AND BRACING PLAN A L L W O R K T O C O MP L Y W I T H T H E B U I L D I N G C O D E O F A U S T R A L I A, T H E BUILDING ACT AMENDMENT ACT. AND LOCAL AUTHORITY BYBY-LAWS. TIMBER FRAMING IN ACCORDANCE WITH AS1684.3 RESIDENTIAL TIMBER - FRAMED CONSTRUCTION USED AS REFERENCE. ALL WORK TO BE FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. LT2 BLOCK WALL REINFORCEMENT LEGEND DENOTES NONNON-LOAD BEARING STUD WALL - REFER TO NOTES DENOTES LOAD BEARING STUD WALL - REFER TO NOTES DENOTES PLY BRACING WALL (SINGLE SIDED) - REFER TO DETAIL WIND DIRECTION AA- A = 113kN FORCE RESISTANCE = >114kN DENOTES PLY BRACING WALL (DOUBLE SIDED) - REFER TO DETAIL PLY DENOTES 200 C.M WALL - REFER TO NOTES. 4mm F27 PLY WOOD SHEATHING THICKNESS FIXED TO BATTENS. BATTENS TO BE AT MAX 450 CRS FASTENERS - 30xø2.8 GALV NAILS, OR EQUIVALENT, FASTENER CENTERS 150mm, ALL AROUND PROVIDE BATTEN NOGGING PERPENDICULAR WHERE HORIZONTAL BUTT JOINTS ARE REQUIRED FIX WITH 30 x ø2.8mm GALV NAILS @150 CRS DENOTES 3/90 x 35 MGP12 JAMB STUDS DENOTES 4/90 x 35 MGP12 JAMB STUDS N1 6 DENOTES N16 VERTICAL REINFORCEMENT EXTRA Rev Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. A WIND DIRECTION BB- B A B = 123kN FORCE RESISTANCE = >125kN PLY BRACED CEILING DENOTES 200 C.M LINTEL - REFER TO DETAILS CONSTRUCTION ISSUE B BRACING DESIGN PLY 1 LINTEL LINTEL LINTEL LINTEL LINTEL LINTEL LINTEL 1 : 100 LT2 LT1 - 5 90x58 SMART LVL 15 130x58 SMART LVL 15 170x58 SMART LVL 15 200x100x4.0 RHS 150x100x5.0 RHS 250x150x5.0 RHS 200x100x6.0 RHS (ON FLAT) 5 S310 LT2 PLY WALL FRAMING SCHEDULE SIZE COMMENTS MARK PLY POST POST POST POST POST STUB COLUMN Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 3 WALL FRAMING AND BRACING PLAN 200 SERIES CM BLOCK - SINGLE OR UPPER STOREY N16 VERTICALS AND STARTERS ADJACENT TO ALL CORNERS, INTERSECTIONS, JOINTS AND OTHERWISE AT 600 MAXIMUM CRS. LAP 600 ALL LINTELS TO BE 600 MIN DEEP U.N.O. REFER PLAN FOR ADDITIONAL LINTEL REQUIREMENTS EXTEND LINTEL REINFORCEMENT MIN. 300 BEYOND EDGE OF OPENING. PROVIDE 11-N12 TOP AND BOTTOM OF 400 DEEP BOND BEAM TO FULL PERIMETER UNDER ROOF (2(2-N12 BARS TOTAL) PROVIDE 22-N12 IN SINGLE COURSE BOND BEAM TO UNDER SLAB PROVIDE 11-N12 IN SINGLE COURSE BOND BEAM TO SILLS UP TO 1200 PROVIDE 11-N16 VERTICAL AND STARTER BESIDE OPENINGS UP TO 600 PROVIDE 22-N16 VERTICALS AND STARTERS BESIDE OPENINGS OVER 800 UP TO 1200 (ONE BAR PER CORE) 1-N16 TO SILLS FULLY CORE FILLED TIMBER WALL FRAMING - EXTERNAL OR LOAD BEARING WALLS T I M B E R S I Z E S AS P E R T AB L E B E L O W U N L E S S O T H E R W I S E S T AT E D ON PLANS. TOP PLATE 2/90x45 MGP12 M12 TIE DOWNS BESIDE OPENINGS, CORNERS & WITHIN 50mm OF TRUSS TIEDOWN M16 TIE DOWNS ADJACENT OPENINGS WALL STUDS 90x35 MGP12 at 450 CRS. D O U B L E S T U D S A D J AC E N T AL L O P E N I N G S , R O O F B E A MS A N D U N D E R AL L G I R D E R T R U S S E S . E X T R A STUDS AS NOMINATED IN PLAN NOGGING 90x35 MGP12 1/ROW BOTTOM PLATE 90x35 MGP12 SILLS 2/90x35 MGP12 SPAN < 900 2/90x45 MGP12 SPAN < 2100 TIMBER WALL FRAMING - NONNON-LOAD BEARING WALLS 90x35 MGP12 TOP PLATE WALL STUDS 90x35 MGP12 at 600 CRS. NOGGING 90x35 MGP12 at 1350 MAX. CRS. BOTTOM PLATE 90x35 MGP12 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S303 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt C2 L1 C PLY 2 L5 89x5.0 SHS 200x100x8.0 RHS 250x150x5.0 RHS 200x4.0 SHS 65x5.0 SHS 89x5.0 SHS COMMENTS PLY C1 L2 PLY C PLY 3 L7 13/09/2021 4:57:02 PM COLUMN SCHEDULE SIZE 13/09/2021 4:57:03 PM C1 LT FB 3 FB1 3 FB 2/P5 C1 FB1 PL Y FB3 L3 PLY PLY L3 FB3 R3 C4 2/P5 C1 LT L3 C1 DENOTES EXTENT OF LYSAGHT 0.48bmt TRIMDECK CREST FASTENED WITH CYCLONE WASHERS TO MANUF. SPEC. R5 OR1 C4 C4 8 2/P5 PLY P5 S323 S321 FB1 17 ST B1 C4 2/R4 OR2 10 S321 R3 P2 R3 DENOTES EXTENT OF LYSAGHT 0.48bmt TRIMDECK CREST FASTENED WITH CYCLONE WASHERS TO MANUF. SPEC. S323 Y PL 16 P2 PLY PLY R5 P3 P3 LT POPPOP-UP ROOF FRAMING PLAN DETAIL A 2/R4 P2 OR2 C1 DENOTES LEVEL 3 SLAB OR1 P3 FB1 R5 C1/ o FB1 LT P3 13 REFER S305 FOR COLUMN & ROOF FRAMING SCHEDULE. OR2 C1 S322 R5 NOTE: ALL HYNE PRODUCTS IN EXTERNAL APPLICATIONS TO BE TREATED IN STRICT ACCORDANCE WITH HYNE TECHNICAL DATA SHEET #6. A LT POPPOP-UP ROOF OVER REFER DETAIL A 11 PP1 R5 C1/ o C1 S322 2/R4 ST B1 15 S304 1 : 100 S322 R3 FB2 RA2 R5 12 ST B1 R3 LT R5 P1 P6 S304 S322 LT R5 LT C5 C5 BT1 NOTE: ALL EXTERNAL STEELWORK TO BE HOT DIP GALVANISED. PP1 LEGEND 14 R6 LT S322 RB1 RB1 RB1 DENOTES LOAD BEARING STUD WALL - REFER TO WALL FRAMING PLAN. RB1 DENOTES EXTERNAL STUD WALL - REFER LEVEL 2 PLAN FOR SPECIFICATIONS. ALL WALLS TO BE PLY LINED - REFER BRACING WALL DETAIL. DENOTES 200 C.M WALL - REFER TO WALL FRAMING PLAN. LT LEVEL 2 ROOF FRAMING PLAN 1 : 100 1 Rev DENOTES 200 C.M LINTEL - REFER TO WALL FRAMING PLAN. DENOTES 2/90 x 35 MGP12 JAMB STUDS CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 2 ROOF FRAMING PLAN Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S304 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt S321 BT1 9 R6 RB2 DENOTES EXTENT OF LYSAGHT 0.48bmt TRIMDECK CREST FASTENED WITH CYCLONE WASHERS TO MANUF. SPEC. MARK SB2 BR1 SB1 P1 P1 7 SB1 S321 P1 BT1 EB FB1 EB SB2 C1 SB2 P1 SB1 FB2 OR1 OR2 P1 P2 EB LT OR1 P1 P1 5 P1 P3 S320 OR1 LT P1 P1 P1 SB2 SB2 SB2 LT P1 P1 SB2 P1 EB SB2 P1 P5 P1 P1 4 P6 S320 EB 3 DENOTES EXTENT OF LYSAGHT TRIMDEK 0.48bmt SHEETING CREST FASTEN WITH CYCLONE WASHERS TO MANUF. SPEC. S320 LEVEL 3 ROOF FRAMING PLAN LEGEND 1 : 100 DENOTES LOAD BEARING STUD WALL - REFER TO WALL FRAMING PLAN. DENOTES EXTERNAL STUD WALL - REFER LEVEL 2 PLAN FOR SPECIFICATIONS. ALL WALLS TO BE PLY LINED - REFER BRACING WALL DETAIL. PP1 R1 R2 R3 R4 R5 R6 RA2 RB1 RB2 DENOTES 200 C.M WALL - REFER TO WALL FRAMING PLAN. LT DENOTES 200 C.M LINTEL - REFER TO WALL FRAMING PLAN. DENOTES SR2/OR1 TO BLOCK WALL CONNECTION 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date 89x5.0 SHS 200x100x8.0 RHS 250x150x5.0 RHS 200x4.0 SHS 65x5.0 SHS 89x5.0 SHS POST POST POST POST POST STUB COLUMN THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: LEVEL 3 ROOF FRAMING PLAN SB1 SB2 ST1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au ROOF FRAMING SCHEDULE SIZE COMMENTS M16 GALV ALL-THREAD ROD BRACING 45x70 MGP12 @ 600 MAX CRS C20024 NON STRUCTURAL TIMBER FASCIA 250PFC 200PFC 300PFC C15019 @ 600 MAX CRS C30030 @ 600 MAX CRS WITH 1-ROW BRIDGING C20024 @ 600 MAX CRS WITH 1-ROW BRIDGING 150x44 HYNE LGL (H3 TREATED) @ 600 MAX CRS C10019 WITH 2- ROWS BRIDGING @ 600 MAX CRS 150x44 HYNE LGL 300x65 HYNE LGL (H3 TREATED) @ 900 MAX CRS 300x65 HYNE LGL @ 900 MAX CRS 380PFC 300PFC 250PFC 150x44 HYNE LGL (H3 TREATED) 125x75x6.0 UA 360x65 HYNE LGL 240x65 HYNEBEAM 21C (H3 TREATED) 310UB40.4 200x100x5.0 RHS 75x4.0 SHS BRACING STRUT BATTEN EDGE BEAM FASCIA BEAM FASCIA BEAM OUTRIGGER OUTRIGGER PURLIN PURLIN PURLIN PURLIN PURLIN POLE PLATE LOADED RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAKING ANGLE ROOF BEAM ROOF BEAM STEEL BEAM STEEL BEAM BRACING STRUT FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S305 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt C1 SB2 MARK SB2 SB2 SB2 C1 SB1 S321 P1 SB1 S320 ST B1 EB SB1 P1 6 S320 P1 P1 C1 C2 C3 C4 C5 STB1 P1 COMMENTS 2 SB1 SB1 1 P1 SB1 C3 P1 SB2 P1 P1 C1 SB1 SB2 P1 SB2 SB2 SB2 SB1 C3 SB1 P1 C1 C2 SB1 P1 SB2 SB2 P1 P1 C2 P1 SB1 SB2 EB 13/09/2021 4:57:03 PM COLUMN SCHEDULE SIZE MARK R2 3/ N1 6 R1 MARK R2 1 S310 BR 1 BR1 1 BR BT1 EB FB1 ST1 DENOTES EXTENT OF ROOF OVER 3 S310 FB2 OR1 OR2 P1 P2 R2 R2 BR 1 R2 1800 R1 R2 P3 2 S310 P5 P6 BLOCK WALL REINFORCEMENT 200 SERIES CM BLOCK - SINGLE OR UPPER STOREY N16 VERTICALS AND STARTERS ADJACENT TO ALL CORNERS, INTERSECTIONS, JOINTS AND OTHERWISE AT 600 MAXIMUM CRS. LAP 600 ALL LINTELS TO BE 400 MIN DEEP U.N.O. REFER PLAN FOR ADDITIONAL LINTEL REQUIREMENTS EXTEND LINTEL REINFORCEMENT MIN. 300 BEYOND EDGE OF OPENING. PROVIDE 11-N12 TOP AND BOTTOM OF 400 DEEP BOND BEAM TO FULL PERIMETER UNDER ROOF (2(2-N16 BARS TOTAL) PROVIDE 22-N12 IN SINGLE COURSE BOND BEAM TO UNDER SLAB PROVIDE 11-N12 IN SINGLE COURSE BOND BEAM TO SILLS UP TO 1200 PROVIDE 11-N16 VERTICAL AND STARTER BESIDE OPENINGS UP TO 600 PROVIDE 22-N16 VERTICALS AND STARTERS BESIDE OPENINGS OVER 800 UP TO 1200 (ONE BAR PER CORE) FULLY CORE FILLED SHED WALL AND ROOF FRAMING PLAN 1 : 100 LEGEND DENOTES 200 C.M WALL - REFER TO NOTES. DENOTES 200 C.M RETAINING WALL - REFER TO WALL FRAMING PLAN. N1 6 LT1 - 2 1 Rev DENOTES 200 C.M LINTEL - REFER TO DETAILS DENOTES N16 VERTICAL REINFORCEMENT EXTRA CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date POST POST POST POST POST STUB COLUMN THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: SHED WALL AND ROOF FRAMING PLAN PP1 R1 R2 R3 R4 R5 R6 RA2 RB1 RB2 SB1 SB2 ST1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au ROOF FRAMING SCHEDULE SIZE COMMENTS M16 GALV ALL-THREAD ROD BRACING 45x70 MGP12 @ 600 MAX CRS C20024 NON STRUCTURAL TIMBER FASCIA 250PFC 200PFC 300PFC C15019 @ 600 MAX CRS C30030 @ 600 MAX CRS WITH 1-ROW BRIDGING C20024 @ 600 MAX CRS WITH 1-ROW BRIDGING 150x44 HYNE LGL (H3 TREATED) @ 600 MAX CRS C10019 WITH 2- ROWS BRIDGING @ 600 MAX CRS 150x44 HYNE LGL 300x65 HYNE LGL (H3 TREATED) @ 900 MAX CRS 300x65 HYNE LGL @ 900 MAX CRS 380PFC 300PFC 250PFC 150x44 HYNE LGL (H3 TREATED) 125x75x6.0 UA 360x65 HYNE LGL 240x65 HYNEBEAM 21C (H3 TREATED) 310UB40.4 200x100x5.0 RHS 75x4.0 SHS BRACING STRUT BATTEN EDGE BEAM FASCIA BEAM FASCIA BEAM OUTRIGGER OUTRIGGER PURLIN PURLIN PURLIN PURLIN PURLIN POLE PLATE LOADED RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAKING ANGLE ROOF BEAM ROOF BEAM STEEL BEAM STEEL BEAM BRACING STRUT FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S306 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 1 BR 89x5.0 SHS 200x100x8.0 RHS 250x150x5.0 RHS 200x4.0 SHS 65x5.0 SHS 89x5.0 SHS COMMENTS LT1 R2 R2 1800 3/ N1 6 R2 LT2 C1 C2 C3 C4 C5 STB1 13/09/2021 4:57:03 PM COLUMN SCHEDULE SIZE 1/3 CENTRAL 200x90x45 MGP12 SHEAR BLOCKS, 200x90x45 MGP12 SHEAR BLOCKS, FIXED TO TOP PLATE WITH FIXED TO TOP PLATE WITH 3/No.14 TYPE SCREWS, 3/No.14 TYPE SCREWS, NOTE: INTERNAL WALLS SHOULD BE KEPT CLEAR EACH SIDE OF NOGGING. EACH SIDE OF NOGGING. OF UNDERSIDE OF TRUSS BOTTOM CHORD LIMIT STATE DESIGN STRENGTH 9.8kN PROVIDE 2 CONNECTIONS FOR WALLS RATED UP TO 19.6kN NOTE : INTERNAL WALLS SHOULD BE KEPT CLEAR PROVIDE 3 CONNECTIONS FOR WALLS RATED UP TO 29.4kN ETC. OF UNDERSIDE OF TRUSS BOTTOM CHORD. NOTE: DESIGN STRENGTH ASSUMES SHEAR BLOCK IS LOCATED IN LIMIT STATE DESIGN STRENGTH 9.8kN CENTRAL THIRD OF NOGGING. WHERE SHEAR BLOCK IS FOUND PROVIDE 2 CONNECTIONS FOR WALLS RATED UP TO 19.6kN IN OUTER THIRD OF NOGGING REDUCE DESIGN STRENGTH BY 50%. PROVIDE 3 CONNECTIONS FOR WALLS RATED UP TO 29.4kN ETC. TIMBER GROUP JD4 TIMBER GROUP JD4 WALL CORNER DETAIL WALL INTERSECTION DETAIL 200 C.M BLOCKWORK 200 C.M BLOCKWORK 1:20 1:20 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date BOTTOM PLATE TO SLAB: PROVIDE M10 BOLTS @ 1200 CRS. - PLY ONE SIDE. PROVIDE M12 BOLTS @ 1200 CRS. - PLY BOTH SIDES. FOR PLY BOTH SIDES USE MIN. 45mm TOP AND BOTTOM PLATES. LIMIT STATE DESIGN RACKING LOAD F O R T H I S S Y S T E M W I T H R O D S , N O B R AC E S AND NO NOGGING IS AS FOLLOWS: MGP12 MGP10 PLY ONE SIDE - 6.4kN/m. 5.6kN/m. PLY BOTH SIDES - 12.8kN/m. 11.2kN/m. TYPICAL PLYWOOD BRACING WALL AS 1684.3 A NC HOR ( L E GS NOT B E NT) , TO E I TH E R END OF NOGGING, 6/Ø2.8mm NAILS EACH FACE. 'OR' 2/No. 14 TYPE 17 BATTEN SCREWS EITHER END. 90x35mm NOGGING AT 900 CRS. THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. C.M WALL 200x90x45 MGP12 SHEAR BLOCKS, FIXED TO TOP OF WALL WITH 2/M10 MASONRY ANCHORS EACH SIDE OF TRUSS. CONTINUOUS 70x35 MGP10 BATTEN EITHER SIDE OF WALL. FIX TO NOGGING WITH 2/75mm No. 14 TYPE SCREWS EACH SIDE OF NOGGING. TRUSS PERPENDICULAR TO NONNON-LOAD BEARING C.M WALL CONNECTION TRUSS PARALLEL TO NONNON-LOAD BEARING C.M WALL CONNECTION TIMBER GROUP JD4 TIMBER GROUP JD4 Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: GAP TO NOGGING 10mm NOMINAL CONTINUOUS 70x35 MGP10 BATTEN EITHER SIDE OF WALL. FIX TO TRUSS WITH 2/75mm No.14 TYPE 17 SCREWS EACH SIDE OF NOGGING. C.M WALL TIE BARS TO MATCH BOND BEAM REINFORCEMENT. 9 7 6 4.5 FASTNER - 30xØ2.8mm GALV. NAIL OR E Q U I VA L E N T , F AS T E N E R C E N T R E S 1 5 0 mm TOP AND BOTTOM PLATE 150mm VERTICAL EDGES 300mm INTERMEDIATE STUDS. 200x90x45 MGP12 SHEAR BLOCKS, FIXED TO TOP OF WALL WITH 2/M10 MASONRY ANCHORS EACH SIDE OF TRUSS. 600 LAP 7 6 4 4 HORIZONTAL BUTT JOINTS PERMITTED PROVIDED IT IS FIXED TO NOGGING AT 150mm CENTRES MIN. 300mm RAFTERS OR TRUSSES AT RIGHT ANGLES TO BRACING WALL CONNECTION TIE BARS TO MATCH BOND BEAM REINFORCEMENT. F8 F11 F14 F27 150mm RAFTERS OR TRUSSES PARALLEL TO BRACING WALL CONNECTION 600 PLYWOOD STUD SPACING STRESS GRADE 450mm 600mm 150mm BRACING WALL 90x35mm NOGGING TABLE: MIN. SHEATHING THICKNESS OF PLYWOOD (mm). HOLD DOWN RODS TOP PLATE TO SLAB EACH END OF SHEETED SECTION. M12 RODS - PLY ONE SIDE. M16 RODS - PLY BOTH SIDES. GAP TO TRUSS 1/3 OUTER 13/09/2021 4:57:04 PM SHEAR BLOCKS LARGE ENOUGH TO AVOID SPLITTING. WALL DETAILS SHEET 1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S307 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 1/3 OUTER BRACING WALL GAP TO TRUSS ANCHOR (LEGS NOT BENT), TO EITHER END OF NOGGING, 6/Ø2.8mm NAILS EACH FACE. 'OR' 2/No.14 TYPE 17 BATTEN SCREWS EITHER END. 13/09/2021 4:57:04 PM N16 STARTER BARS TO MATCH WALL REINFORCEMENT SIZE AND SPACING L8L8-200 REFER SLAB DRAWINGS 300 200 C.M BLOCK. 200 C.M BLOCK. LINTEL LT2 LINTEL LT3 1:20 1:20 1/N16 TOP & BTM L8L8-200 FITMENTS 60 TO BTM OF BAR 2 0 0 C M L I NT E L BL OC K LINTEL LT4 LINTEL LT5 1:20 NOTE: LINTEL REINFORCEMENT TO EXTEND 300mm BEYOND EDGE OF LINTEL. LINTEL TO BE PROPPED UNTIL SLAB OVER REACHES DESIGN STRENGTH. 1:20 200 C.M BLOCK. LINTEL LT1 "STAGGER" BOND BEAM STEEL TO ALLOW PLACEMENT OF VERTICAL VERTICAL STEEL CENTRALLY IN WALL. 1:20 2-N12 IN DOUBLE B/B TOP 515 MIN 600 MIN 300 L8L8-200 REFER SLAB DRAWINGS "STAGGER" BOND BEAM STEEL TO ALLOW PLACEMENT OF VERTICAL VERTICAL STEEL CENTRALLY IN WALL. TYPICAL BOND BEAM DETAIL TYPICAL BOND BEAM DETAIL ROOF OVER (MAIN RESIDENCE) 1:20 SHED 1:20 FILL 10mm GAP WITH "PRESTITE" OR SIMILAR AND PROVIDE AN APPROVED SEALANT TO BOTH SIDES. REFER SLAB DRAWINGS 300 2-N16 BTM 300CM BLOCK 2-N12 IN SINGLE B/B TOP B/B REINFORCEMENT LINTEL LT6 200 SERIES C.M WALL. 1:20 NOTE: LINTEL REINFORCEMENT TO EXTEND 300mm BEYOND EDGE OF LINTEL. LINTEL TO BE PROPPED UNTIL SLAB OVER REACHES DESIGN STRENGTH. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date TYPICAL DETAIL BLOCK CONTROL JOINT - BCJ MASONRY BOND BEAM (SLAB OVER) 1:20 1:20 THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: WALL DETAILS SHEET 2 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S308 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 200CM BLOCK OF BAR 2-N16 BTM 2/N16 TOP & BTM L10L10-200 FITMENTS 2/N16 TOP & BTM L10L10-200 FITMENTS 400 MIN. 515 MIN 600 MIN 2-N12 IN DOUBLE B/B TOP 315 TO BTM 2/N16 TOP & BTM L 1 0 F I TM E NT A T 2 0 0 C R S. OF BAR 60 TO BTM OF BAR 515 TO BTM 590 MIN. OF BAR 60 TO BTM OF BAR 515 TO BTM 600 LAP BOND BEAM 2/COURSE RAKING OF BAR 590 MIN. 1990 MIN. 1860 TO BTM OF BAR 60 TO BTM WALL OVER 50mm MAX 2/30 x0.8mm G.I STRAPS 6/NAILS EACH FACE. TOP PLATE M16 HD ROD M16 HD ROD 10mm MAX SPACER NAILED TO STUDS 10mm MAX SPACER NAILED TO STUDS 35 DEEP MGP12 TRIMMER. 35 DEEP MGP12 TRIMMER. M12 BOLT WITHIN 50mm OF TRUSS WITH Ø55 WASHERS. M12 BOLT WITHIN 50mm OF TRUSS WITH Ø55 WASHERS. TIMBER LINTEL REFER FRAMING & BRACING PLAN. 13/09/2021 4:57:04 PM REFER TRUSS MANUF. SPEC. FOR TYPICAL TRUSS HOLD DOWN DETAIL. HOLD DOWN ROD TIMBER LINTEL REFER FRAMING & BRACING PLAN. 3RD JAMB STUD WHERE REQUIRED. 4TH JAMB STUD WHERE REQUIRED. 2 JAMB STUD 3 / 4 JAMB STUD TYPICAL LINTEL ARRANGEMENTS BRACING WALL EXTERNAL TIMBER STUD WALL CONNECTION TIMBER GROUP JD4 1:20 1 Rev 8 PL CLEAT x 75 WIDE @ 600 CRS 1-M12 GALV IN 14mm WIDE x 30mm VERTICALLY SLOTTED HOLE TO TOP PLATE STUD WALL BOLT HEADS GAP TO ACCOMODATE 8 PL CLEAT x 75 WIDE @ 600 CRS 1-M12 GALV IN 14mm WIDE x 30mm VERTICALLY SLOTTED HOLE TO TOP PLATE BOX SECTION BOLT HEADS GAP TO ACCOMODATE UNIVERSAL BEAM STUD WALL TYPICAL TOP OF WALL TO UNIVERSAL BEAM RAFTER CONNECTION DETAIL TYPICAL TOP OF WALL TO BOX SECTION RAFTER CONNECTION DETAIL 1:20 1:20 CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: WALL DETAILS SHEET 3 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S309 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 50mm MAX ADDITIONAL STUDS BESIDE OPENINGS BRACING WALL REFER TRUSS MANUF. SPEC. FOR TYPICAL TRUSS HOLD DOWN DETAIL. EXTERNAL WALL ADDITIONAL STUDS BESIDE OPENINGS R1/R2 ST1 2/COURSE RAKING BOND BEAM PROPRIETRY JOIST HANGER 8/2.8mmø NAILS TO EACH FACE 75 WIDE x 8.0PL TT-SHAPED END CAP 6.0 CFW U.N.O. 200CM WALL M16 8.8 HD BOLT TO SUIT 2/COURSE RAKING BOND BEAM 75 WIDE x 8.0PL CLEAT 6.0 CFW U.N.O. SECTION S306 1 : 20 2 S306 150x90x8.0 UA BRACKET 100 LONG WITH 8 SIDE PLATE FIX VIA 44-M16 GALV. DRILLED AND EPOXY 125 USING RAMSET CHEMSET 801 INJ TO MAUF. SPEC. TIMBER FRAMING TIMBER WALL FRAMING TO UNDERSIDE OF PURLINS - REFER WALL FRAMING NOTES. NONNON-SHRINK GROUT PAD. 12 END PLATE, 22-M16 GALV DRILL AND EPOXY 200mm INTO CENTRE OF SLAB 150 PROPRIETRY JOIST HANGER 8/2.8mmø NAILS TO EACH FACE (TYPICAL) PROPRIETARY TURNTURN-BUCKLE COMPLETE WITH LOCK NUTS 200CM WALL 1 1 : 20 75x45 MGP12 ROOF BATTEN @ 600 MAX CRS COUNTER SUNK INTO R1 (TYPICAL) R2 150x90x8.0 UA BRACKET 350 LONG WITH 6PL STIFFENER. FIX VIA 66-M12 GALV. DRILLED AND EPOXY 125 USING RAMSET CHEMSET 801 INJ TO MAUF. SPEC. SECTION 600 O/H R2 FASCIA BEAM M16 8.8 HD BOLT TO SUIT 7 S311 75mm WIDE x 12PL CLEAT COUNTER SUNK 30mm MAX INTO R1/R2 AS SHOWN (TYPICAL) FLOOR SLAB L7 10 END PLATE, 44-M16 GALV DRILL AND EPOXY 150mm INTO CENTRE OF 200CM WALL USING RAMSET CHEMSET 801 TO MANUF. SPEC. 200CM WALL R2 C4 TIMBER PACKING TO WINDOW HEIGHT R1 C4 10 END PLATE, 22 - M1 6 L6 C1 TIMBER TRIMMER 10 END PLATE, 22-M16 SECTION 1 : 20 SECTION 3 S306 1 : 20 4 S301 SECTION 1 : 20 5 S303 NOTE: L5 TO C2 CONNECTION SIMILAR/L7 TO C3 CONNECTION SIMILAR/L8 TO C4 END BLOCK WALL CONNECTION SIMILAR. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: WALL DETAILS SHEET 4 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S310 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt R1: 22-M16 AND R2: 22--M12 GALV ALL THREAT ROD TIE DOWN ROD. ROD TO BE PLACED NO MORE THAN 25mm EITHER SIDE OF R1/R2. 2/NO.14 TYPE BATTEN SCREWS 150mm LONG (TYPICAL) 13/09/2021 4:57:05 PM 75mm WIDE x 12PL CLEAT COUNTER SUNK 30mm MAX INTO R1/R2 AS SHOWN (TYPICAL) TREAT ALL WELDS WITH SUITABLE CORROSION PROTECTION SYSTEM 200 TIMBER FRAMING M16 8.8HD BOLTS TO SUIT 200 300 COG 3/M16 GALV ALL THREAD ROD DRILL 150 INTO CM WALL USING RAMSET CHEMSET 501 INJ PER MANUFACTURERS SPECIFICATIONS 200 13/09/2021 4:57:05 PM CONCRETE SLAB REFER SLAB DRAWINGS 2-N16 IN SINGLE b/b TOP 200CM WALL 75 WIDE x 8.0PL CLEAT 200 LONG L1 PROPIETARY TURNBUCKLE 8PL ANGLE 11-M12 TO L1. 22-M12 ANGLE DRILL AND EPOXY 125mm INTO CENTRE OF BLOCK WALL USING RAMSET CHEMSET 801 TO MANUF. SPEC. SECTION 75 WIDE x 8.0PL T SHAPED END CAP 6CFW U.N.O BR1 CONNECTION DETAIL SECTION 7 6 S303 1 : 20 1 : 20 S310 CONCRETE FOOTING REFER FOOTING PLAN 2-N16 @ 400 STAIR & VERTICAL CENTRAL, LAP 600 AT POUR BREAK TYPICAL 300CM WALL - UNDER SLAB SECTION 8 S300 1 : 20 NOTE: 1. FULLY COREFILLED 2. MAX 3000mm PER LIFT 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: WALL DETAILS SHEET 5 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S311 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 600 LAP 300CM WALL SB2 8PL CLEAT 6 CFW 2-M12 TO SB2. 8PL CLEAT 6 CFW 2-M12 TO SB2. SECTION S305 1 : 20 SB2 75x8 EA 6CFW TO END PLATE, 2-M12 TO EB 4/M12 TO CANTILEVER PURLIN. SECTION 1 EB 3mm ANGLE WITH 2/TEK SCREWS TO FASCIA PURLIN. PURLIN PURLIN PURLIN 10 END PLATE 8PL CLEAT 6 CFW TO ROOF BEAM. 1 : 20 200CM WALL 2 S305 TYPICAL ROOF BEAM SB2 TO CM WALL DETAIL SECTION 3 75x8 EA 6CFW TO OR1 22-M12 TO EB RA1 BEHIND 1 : 20 REFER TO SECTION 3 OR1 EB 1200 8PL STIFFENER MAX. 50 S305 6CFW ALL ROUND, TREAT WELD WITH SUITABLE CORROSION PROTECTION SYSTEM 2-M16 HD BOLTS CAST IN 600 OR1 SB2 SB2 12PL BETWEEN OR1 FLANGES 12 END PLATE, 4-M16 TO OR1 100 CM WALL SECTION TYPICAL OUTRIGGER OR1 TO CM WALL SECTION 4 Rev CONSTRUCTION ISSUE Description AMENDMENTS S305 1 : 20 S305 1 : 10 1 5 HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: ROOF FRAMING DETAILS SHEET 1 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S320 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt SB2 13/09/2021 4:57:05 PM 1-M16 GALV BOLTS CAST IN 800 WITH 140SQ x 16 PLATE WASHER. MAX 900 REFER SECTION 6 2-8PL CLEATS, 2-M16 TO SB1 CEILINGS, SERVICES etc WHICH ARE SUSPENDED FROM PURLINS SHALL BE FIXED TO THE PURLIN WEBS ONLY. NO LOADS SHALL BE SUSPENDED FROM, OR HOLES DRILLED THROUGH, PURLIN FLANGES. W H E R E N E C E S S AR Y T O H A N G C E I L I N G S , S E R VI C E S P I P E S , D U C T W O R K e t c F R O M S T AN D AR D P U R L I N S T H E B U I L D E R S H A L L O N L Y U S E T H E AP P R O VE D ME T H O D S . R E F E R T O MA N U F A C T U R E R F O R A P P R O V E D M E T H O D S O F S U P P O R T I N G LOADS FROM DOUBLE PURLINS. SB2 SB2 WITH CAP PLATE SB1 13/09/2021 4:57:06 PM SUSPENDING LOADS FROM PURLINS SB1 APPROVED METHODS OF SUSPENDING FROM PURLINS 6CFW ALL ROUND STB1 20 END PLATE 44-M16 8.8/s TO SB1 20 END PLATE, 22-M16 WITH 100x50x8PL WASHERS TO LINTEL UNDER C1 LINTEL UNDER REFER WALL PLAN LOAD LOAD LOAD LOAD LOAD SECTION SECTION 6 S305 1 : 20 7 S305 1 : 20 LOAD LOAD LOAD LOAD LOAD LOAD LOAD IF IN DOUBT OBTAIN APPROVAL FROM THE PROJECT ENGINEER FOR THE APPROVED FIXING METHOD PRIOR TO COMMENCING ANY INSTALLATION. NOTE PARTICULARLY - LOAD SUSPENSION FROM PURLIN BRIDGING IS NOT PERMITTED. 10PL STIFFENER SINGLE FLANGE AS REQUIRED R3 8PL CLEAT WITH 2-M16 TO P2/FB1 1-M16 BETWEEN EACH R4 @ 600 MAX CRS 6CFW ALL ROUND STB1 REFER SLAB PLAN FOR TYPICAL COLUMN TO SLAB CONNECTION 1 : 20 SECTION 8 S304 200CM WALL 20 END PLATE, 44-M20 8.8/s TO 2/R4 1-RB25 REIDBAR (GALV) CAST IN 1500mm FB1 SECTION 9 S304 1 : 20 OR2 2/10PL STIFFENERS TO ALIGN WITH C4 FLANGES R3 P2 2/R4 10PL STIFFENER 10PL CLEAT 22-M20 8.8 TO OR2 2/R4 SECTION 2/10PL STIFFENER, 2-M20 8.8 TO OR2 1 : 20 C4 10 S304 NOTE: R3 TO P2 AND FB1 CONNECTION SIMILAR. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: ROOF FRAMING DETAILS SHEET 2 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S321 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt NONNON-APPROVED METHODS OF SUSPENDING FROM PURLINS THE BUILDER SHALL NOT USE ANY OF THE FOLLOWING METHODS OF SUSPENSION 13/09/2021 4:57:06 PM 8PL, 22-M12 TO R6 2/R4 (BEHIND) R6 R6 STUD WALL OVER 10PL SNIPE FLANGES AS SHOWN, 22-M16 8.8/s 10PL STIFFENER OR2 10 END PLATE, 4-M16 8.8/s 1-M16 GALV CAST 600 INTO WALL 20 END PLATE, 2-M16 8.8/s 8PL CLEAT, 22-M16 R5 C1 SECTION SECTION 11 S304 1 : 20 1 : 20 12 S304 NOTE: R5 TO R5 CONNECTION SIMILAR. BT1, 11-No.14 TYPE 17 SCREWS x 100mm LONG TO R6 10 ANGLE, 22-M16 PURLIN 1-M16 GALV CAST IN 600 TO WALL 8PL ANGLE 22-M12 TO P1, 11-M12 TO SLAB R6 8PL, 22-M12 200CM WALL RB1 PURLIN SS JOIST HANGER WITH 4-WINGS AND 44-2.8mmø NAILS EACH WING SS FB2 P1 RA2, 8PL CLEAT 22-M1 2 10PL, 11 - M 1 2 G AL V D R I L L A ND E POX Y 1 2 5 m m I NTO 200CM WALL 200CM PIER 200CM WALL 1-M16 GALV CAST 600 INTO WALL SECTION SECTION 13 S304 1 : 20 1 : 20 STUD WALL SECTION 14 S304 15 S304 1 : 20 NOTE: R6 TO 200CM WALL CONNECTION SIMILAR. 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: ROOF FRAMING DETAILS SHEET 3 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S322 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt OR2 13/09/2021 4:57:06 PM BT1 3-SS FRAMING ANCHORS WITH 4-2.8mmø NAILS EACH END 3-No.14 TYPE F17 BATTEN SCREWS x 90mm LONG. FB3 TO EACH P5, PREPRE-DRILL TO AVOID SPLTTING. R6 RB2 UV STABILIZED PLASTIC WASHER FB3 1-M16 GALV WISTH 50x50x8.0 WAHSER EACH END CAST IN 600mm. S304 1 : 20 1 Rev CONSTRUCTION ISSUE Description AMENDMENTS SECTION 16 HR BRM 14.09.21 By Appd Date 1 : 20 THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. 17 S304 Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: ROOF FRAMING DETAILS SHEET 4 Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S323 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 30x0.8mm GI LOOPED STRAP WITH 66-2.8mmø NAILS EACH END 200CM PIER SECTION P5 BOLT WASHER J2 JD4 JD5 S3 SD6 SD6 M12 M16 Ø55 x 3mm THICK Ø65 x 4mm THICK 30 MIN. EDGE DIST. TO M.S. CLEAT. STEEL WASHERS AS PACKING TO LONG BOLTS AS REQUIRED. * NOTE: NOTE: BOLT THREADS NOT TO BE LOCATED WITHIN TRUSS OR CLEATS. PROVIDE WASHERS TO EXCLUDE THREAD FROM CONNECTION. BOLTS AND CLEAT AS PER DETAIL. 5D 5D 5D 5D 8D M16 GR8.8 BOLT. 1/3 T 2/3 T PROVIDE HD ROD AS REQUIRED. INTERNAL WALL SUPPORT TRUSS WITH VERTICAL LEG G.I. STRAP OVER TOP CHORD OF TRUSS. PROVIDE HARDWOOD SPACERS BETWEEN TOP AND BOTTOM CHORD WHERE NO WEB MEMBER EXISTS. 30 MIN. EDGE DIST. TO M.S. CLEAT. BOLTS AND CLEAT AS PER DETAIL. * NOTE: NOTE: BOLT THREADS NOT TO BE LOCATED WITHIN TRUSS OR CLEATS. PROVIDE WASHERS TO EXCLUDE THREAD FROM CONNECTION. Rev CONSTRUCTION ISSUE Description AMENDMENTS HR BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: M16 8.8/S BOLT. 1/3 T 2/3 T 1/FRAMING ANCHOR 1/30x0.8 GI OVERSTRAP. J2 = 6.5kN JD4 = 4.7kN TOP PLATE J2 = 13kN JD4 = 13kN 3/2.8Ø NAILS EACH END. 30x0.8 GI STRAP TRIPTRIP-L-GRIP EACH SIDE. J2 = 8.3kN JD4 = 5.9kN TOP PLATE 4/2.8Ø NAILS EACH LEG. 2/FRAMING ANCHOR J2 = 13kN JD4 = 13kN 1/30x0.8 GI OVERSTRAP. TOP PLATE 4/2.8Ø NAILS EACH END. TRUSS TIETIE-DOWN DETAILS SHEET 1 'T' = TRUSS CHORD DEPTH. 'D' = BOLT DIAMETER. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. SINGLE TRUSS - SINGLE CLEAT Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au PROVIDE VERTICAL & STARTER BAR AS REQUIRED. STARTER BARS MUST BE CAST INTO FOOTING AND LAP WITH VERTICAL. FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 13/09/2021 4:57:07 PM 4/2.8Ø NAILS EACH LEG. REFER TO TRUSS TABLE FOR BOLTS & VERTICAL REQUIREMENTS. 5D 5D 5D 8D T NO THREAD * STEEL WASHERS AS PACKING TO LONG BOLTS AS REQUIRED. 1 TOP PLATE LOOPED GI STRAP 50 MIN. EDGE DIST. TO M.S. STRAP. GENERAL DETAILS PROVIDE HD ROD AS REQUIRED. 'T' = TRUSS CHORD DEPTH. 'D' = BOLT DIAMETER. T G.I. STRAP OVER TOP CHORD OF TRUSS. PROVIDE HARDWOOD SPACERS BETWEEN TOP AND BOTTOM CHORD WHERE NO WEB MEMBER EXISTS. NO THREAD * J2 = 4.9kN JD4 = 3.5kN Drawing No. S500 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt STRENGTH GROUP TRIPTRIP-L-GRIP 1/SIDE ONLY. SINGLE TRUSS & NAILED STRAPS/BRACKETS - UPLIFT CAPACITY FOR JOINT GROUP 50 MIN. EDGE DIST. TO M.S. STRAP. DESIGN ASSUMPTIONS & NOTES 1. STRAP YIELD STRENGTH OF BASE METAL Fy = 250 MPa FOR 3mm MINIMUM THICKNESS (MILD STEEL) Fy = 350 MPa FOR 2mm MINIMUM THICKNESS (G.I.) 2. TRUSS TOP CHORD MINIMUM THICKNESS 38mm (J2) 35mm (JD4) 3. STRAP TO BE TIGHT FIT OVER TRUSS TO RESTRICT MOVEMENT DURING UPLIFT TO A MINIMUM. 4. MAXIMUM HOLE DIAMETER IN M.S. CLEAT AND M.S. STRAP 2mm GREATER THAN BOLT DIAMETER. 5. BOLTS TO HAVE THREAD OUTSIDE STEEL CLEAT AND BOLT HEAD LOCATED AGAINST STEEL CLEAT. 6. TRUSS FIXING LOCATIONS AS PER MANUFACTURERS SPECIFICATION (TIE (TIE--DOWN REPORT & PLAN). 7. TRUSS UPLIFT VALUES ARE TO BE TAKEN FROM TRUSS MANUFACTURERS SPECIFICATION DATA FOR PROJECT ADDRESS NOTED. UPLIFT VALUES BEYOND THE SCOPE OF TABLES ARE TO BE DETAILED INDIVIDUALLY. REFER TO AS1684.3 FOR EXPLANATION OF "J" AND "JD" TIMBER RATINGS. 8. ALL BOLTED CONNECTIONS TO HAVE WASHERS AS PER WASHER SPECIFACATION TABLE. 1/3 2/3 BOTTOM CHORD 2/3 TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. LIG CAN BE OMITTED WHERE VERTICAL BAR ADJACENT TO TRUSS CLEAT. M12 HD ROD CAST INTO FOOTING. WEB WEB 50x6mm CLEAT, 1/M16 4.6/S BOLTS. 75x75x10 EA (75mm LONG) 1/M16 4.6/S BOLT THROUGH GANG NAIL PLATE. 75x75x10 EA (75 LONG) 1/M16 8.8/S BOLT THROUGH CLEAT. M12 HD ROD CAST INTO FOOTING. WE B 1/3 2/3 Client: Project: BRM 14.09.21 By Appd Date THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. PROVIDE 90x2 GI OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 80 80 1/3 80 130 BOTTOM CHORD 2/3 WEB WEB 50x6 M.S. CLEAT THREADED OVER REO UNO. SINGLE BOND BEAM CLEAT / H.D ROD HR Title: 50x6mm CLEAT, 4/M16 4.6/S BOLTS. BOTTOM CHORD 50x6 M.S. CLEAT THREADED OVER BOND BEAM REO. 1/M16 8.8/S BOLT THROUGH CLEAT. 1/3 2/3 TRUSS NAIL PLATE. N16 CORE REO. CAST M16 HD ROD CAST STARTER INTO FOOTING. INTO FOOTING. NOTE: NOTE: DETAILS APPLICABLE FOR SINGLE TRUSS APPLICATION ONLY TERRY & MICHELLE COLLINS Townsville NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH TRUSS TIETIE-DOWN DETAILS SHEET 2 WEB WEB 50x6 M.S. CLEAT THREADED TRUSS NAIL PLATE. OVER BOND BEAM REO. 1/M16 8.8/S BOLT THROUGH CLEAT. M16 HD ROD CAST N12 (MIN) CORE REO. CAST STARTER INTO FOOTING. INTO FOOTING. NOTE: NOTE: DETAILS APPLICABLE FOR SINGLE TRUSS APPLICATION ONLY 50x6mm CLEAT, 3/M16 4.6/S BOLTS. 125x75x12mm UA (90mm LONG) 1/M16 4.6/S BOLT THROUGH GANG NAIL PLATE. 50x6 M.S. CLEAT THREADED OVER REO UNO. TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. N16 CORE REO. CAST STARTER INTO FOOTING. 50x6 M.S. CLEAT THREADED OVER REO UNO. 2/3 PROVIDE 90x2 GI OVERSTRAP 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 80 80 1/3 80 130 BOTTOM CHORD 2/3 125x75x12EA (90 LONG) 1 / M1 6 8 . 8 / S B O L T T H R O U G H CLEAT. M16 HD ROD CAST INTO FOOTING. 150x90x16mm UA (75mm LONG) 1/M16 4.6/S BOLT THROUGH GANG NAIL PLATE. Ph: 07 3539 8350 Brisbane Ph: 07 3539 8300 Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au J2 = 33kN MAX. JD4 = 27.3kN MAX. J2 = 39.9kN MAX. JD4 = 35.1kN MAX. 50x6mm CLEAT, 4/M16 4.6/S BOLTS. 150x90x16EA (75 LONG) 1/M16 8.8/S BOLT THROUGH CLEAT. M16 HD ROD CAST INTO FOOTING. FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 Drawing No. S501 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt BOTTOM CHORD 1/3 B WE 1/3 2/3 D CHOR P O T B WE PROVIDE 90x2 GI OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 50x6mm CLEAT, 3/M16 4.6/S BOLTS. BOTTOM CHORD PROVIDE 65x2 GI OVERSTRAP 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 80 1/3 80 130 BOTTOM CHORD 2/3 WEB 2/3 PROVIDE 65x2 GI OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 80 1/3 80 130 BOTTOM CHORD 2/3 WE B WE B 1/3 TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. N12 (MIN) CORE REO. CAST STARTER INTO FOOTING. 50x6 M.S. CLEAT THREADED OVER REO UNO. 125x75x12EA (90 LONG) 1/M16 8.8/S BOLT THROUGH CLEAT. M12 HD ROD CAST INTO FOOTING. WE B BOTTOM CHORD TRUSS NAIL PLATE. B WE D CHOR 1/3 TOP 2/3 50x6 M.S. CLEAT THREADED OVER BOND BEAM REO. 1/M16 8.8/S BOLT THROUGH CLEAT. BOTTOM CHORD 2/3 125x75x12mm UA (75mm LONG) 1/M16 4.6/S BOLT THROUGH GANG NAIL PLATE. 2/3 J2 = 27.3kN MAX. JD4 = 22.6kN MAX. 50x6mm CLEAT, 2/M16 4.6/S BOLTS. 1/3 80 130 1/3 N12 (MIN) CORE REO. CAST M12 HD ROD CAST STARTER INTO FOOTING. INTO FOOTING. NOTE: NOTE: DETAILS APPLICABLE FOR SINGLE TRUSS APPLICATION ONLY SINGLE BOND BEAM CLEAT / H.D ROD PROVIDE 65x2 GI OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 50x6mm CLEAT, 2/M16 4.6/S BOLTS. BOTTOM CHORD 1/3 80 130 PROVIDE 50x2 GI OVERSTRAP 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. WE B WE B TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. N12 (MIN) CORE REO. CAST STARTER INTO FOOTING. 50x6 M.S. CLEAT THREADED OVER REO UNO. PROVIDE 50x2 GI OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. BOTTOM CHORD 2/3 50x6 M.S. CLEAT THREADED OVER REO UNO. 2/3 B WE SINGLE TRUSS - UPLIFT CAPACITY 1/3 BOTTOM CHORD Description AMENDMENTS TRUSS NAIL PLATE. B WE B WE 1/3 2/3 D CHOR P O T SINGLE BOND BEAM CLEAT / H.D ROD Rev 2/3 NOTE: NO OVERSTRAP 1/3 REQUIRED 130 BOTTOM CHORD 2/3 NOTE: NOTE: DETAILS APPLICABLE FOR SINGLE TRUSS APPLICATION ONLY PROVIDE 50x2 GI OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. CONSTRUCTION ISSUE 50x6 M.S. CLEAT THREADED OVER BOND BEAM REO. 1/M16 8.8/S BOLT THROUGH CLEAT. 50x6 M.S. CLEAT THREADED OVER REO UNO. SINGLE BOND BEAM CLEAT / H.D ROD 1 130 1/3 WEB 50x6 M.S. CLEAT THREADED OVER REO UNO. 50x6mm CLEAT, 1/M16 4.6/S BOLTS. BOTTOM CHORD WE B WE B 1/3 J2 = 20kN MAX. JD4 = 16kN MAX. 13/09/2021 4:57:07 PM BOTTOM CHORD NO OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. B WE D CHOR 1/3 TOP 2/3 B WE NO OVERSTRAP. 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 2/3 HR BRM 14.09.21 By Appd Date M16 HD ROD CAST INTO FOOTING. M16 HD ROD CAST INTO FOOTING. WEB WEB 2/125x75x12mm UA (90mm LONG) 1/CLEAT EACH SIDE. 2/125x75x12mm UA ( 9 0 mm L O N G ) 1 / M 1 6 8 . 8 / S BOL T THROU GH C L E A TS. 2/M16 HD ROD CAST INTO FOOTING (1 EACH CLEAT). 2 / M 1 6 H D R O D S C AS T I N T O F O O T I N G ( 1 E AC H C L E A T ) . 1/3 T 2/3 T PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. PROVIDE VERTICAL & STARTER BAR AS REQUIRED. STARTER BARS MUST BE CAST INTO FOOTING AND LAP WITH VERTICAL. DOUBLE TRUSS - DOUBLE CLEAT Client: TERRY & MICHELLE COLLINS Project: NEW RESIDENCE AT LOT 33 MT WHITSUNDAY DRIVE, AIRLIE BEACH Title: TRUSS TIETIE-DOWN DETAILS SHEET 3 PROVIDE 90x2 GI OVERSTRAP 1/M16 8.8/S BOLT THROUGH 80 (OR ABOVE) GANG NAIL PLATE.80 80 1/3 80 130 BOTTOM CHORD 2/3 J2 = 81kN MAX. JD4 = 70.1kN MAX. 50x6mm CLEAT, 5/M16 4.6/S BOLTS. 2/150x90x16mm UA (75mm LONG) 1/CLEAT EACH SIDE. 2/150x90x16 EA (75 LONG) 1/M16 8.8/S BOL T THROU GH C L E A TS. 2/M16 HD ROD CAST INTO FOOTING (1 EACH CLEAT). 2 / M 1 6 H D R O D S C AS T I N T O F O O T I N G ( 1 E AC H C L E A T ) . G.I. STRAP OVER TOP CHORD OF TRUSS. PROVIDE HARDWOOD SPACERS BETWEEN TOP AND BOTTOM CHORD WHERE NO WEB MEMBER EXISTS. 'T' = TRUSS CHORD DEPTH. 5D 'D' = BOLT DIAMETER. 5D 5D 5D 8D 30 MIN. EDGE DIST. TO M.S. CLEAT. STEEL WASHERS AS PACKING TO LONG BOLTS AS REQUIRED. PROVIDE HD RODS AS REQUIRED. STUDS UNDER TRUSS AS SHOWN ON PLAN. * NOTE: NOTE: BOLT THREADS NOT TO BE LOCATED WITHIN TRUSS OR CLEATS. PROVIDE WASHERS TO EXCLUDE THREAD FROM CONNECTION. Townsville Ph: 07 3539 8350 Ph: 07 3539 8300 Brisbane Cairns Ph: 07 3539 8380 Mackay Ph: 07 3539 8390 Whitsundays Ph: 07 3539 8399 www.stpconsultants.com.au B O L T S AN D C L E AT AS P E R D E T A I L . M 1 6 GR 8 . 8 BOL T. 1/3 T 2/3 T T 5D 5D 8D NO THREAD * PROVIDE HD RODS AS REQUIRED. STUDS UNDER TRUSS AS SHOWN ON PLAN. INTERNAL WALL SUPPORT TRUSS WITH VERTICAL LEG FOR CONSTRUCTION Design BRM Drawn HR Job Number. Date 14.09.21 BRM Checked Approved: BRM Approved STP21STP21-0213 RPEQ No. 07448 13/09/2021 4:57:08 PM J2 = 64.7kN MAX. JD4 = 60.2kN MAX. 50x6mm CLEAT, 3/M16 4.6/S BOLTS. WEB WEB 2/3 2/50x6 M.S. CLEAT THREADED TRUSS NAIL PLATE. OVER BOND BEAM REO (1(1-CLEAT EACH SIDE). 1/M16 8.8/S BOLT THROUGH CLEATS. 50 MIN. EDGE DIST. TO M.S. STRAP. 'T' = TRUSS CHORD DEPTH. BOLTS AND CLEAT 'D' = BOLT DIAMETER. AS PER DETAIL. THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A3 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED. 1/3 2/N16 CORE REO. CAST STARTER INTO FOOTING (1/BAR PER CORE). NOTE: NOTE: DETAILS APPLICABLE FOR DOUBLE TRUSS APPLICATION ONLY 30 MIN. EDGE DIST. TO M.S. CLEAT. STEEL WASHERS AS PACKING TO LONG BOLTS AS REQUIRED. 2/50x6mm CLEAT (1 CLEAT EACH SIDE), 5/M16 4.6/S BOLTS. BOTTOM CHORD T 50 MIN. EDGE DIST. TO M.S. STRAP. GENERAL DETAILS G.I. STRAP OVER TOP CHORD OF TRUSS. PROVIDE HARDWOOD SPACERS BETWEEN TOP AND BOTTOM CHORD WHERE NO WEB MEMBER EXISTS. PROVIDE 90x2 GI OVERSTRAP 1/M16 8.8/S BOLT THROUGH (OR 80 ABOVE) GANG NAIL PLATE. 80 80 1/3 80 130 BOTTOM CHORD 2/3 M16 8.8/S BOLT. Description AMENDMENTS 2/3 2/50x6 M.S. CLEAT THREADED TRUSS NAIL PLATE. OVER BOND BEAM REO (1(1-CLEAT EACH SIDE). 1/M16 8.8/S BOLT THROUGH CLEATS. N16 CORE REO. CAST STARTER INTO FOOTING. 2/50x6 M.S. CLEAT THREADED OVER REO UNO (1 CLEAT EACH SIDE). TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. 2/N16 CORE REO. CAST STARTER INTO FOOTING (1/BAR PER CORE). * NOTE: NOTE: BOLT THREADS NOT TO BE LOCATED WITHIN TRUSS OR CLEATS. PROVIDE WASHERS TO EXCLUDE THREAD FROM CONNECTION. Rev 1 5 0 x 9 0 x 1 6 E A ( 7 5 L ONG) 1/M16 8.8/S BOLT THROUGH CLEAT. WE B WE B 1/3 DOUBLE BOND BEAM CLEATS / H.D RODS CONSTRUCTION ISSUE 150x90x16mm UA (75mm LONG) 1/M16 8.8/S BOLT THROUGH GANG NAIL PLATE. PROVIDE 65x2 GI OVERSTRAP 1/M16 4.6/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 80 1/3 80 130 BOTTOM CHORD 2/3 B WE B WE D CHOR 1/3 TOP 2/3 BOTTOM CHORD 1 1/3 50x6mm CLEAT, 6/M16 4.6/S BOLTS. NOTE: NOTE: DETAILS APPLICABLE FOR DOUBLE TRUSS APPLICATION ONLY PROVIDE 90x2 GI OVERSTRAP 1/M16 8.8/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. NO THREAD * 2/50x6mm CLEAT (1 CLEAT EACH SIDE), 3/M16 4.6/S BOLTS. BOTTOM CHORD 2/50x6 M.S. CLEAT THREADED OVER REO UNO (1 CLEAT EACH SIDE). DOUBLE BOND BEAM CLEATS / H.D RODS 2/50x6 M.S. CLEAT THREADED OVER REO UNO (1 CLEAT EACH SIDE). PROVIDE 65x2 GI OVERSTRAP. 1/M16 8.8/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 80 1/3 80 130 BOTTOM CHORD 2/3 J 2 = 4 4 k N MAX. J D 4 = 4 4 k N MAX. Drawing No. S502 Revi si on 1 P:\Synergy\Projects\STP21\STP21-0213 Lot 33 Mount Whitsunday, Airlie Beach\Drawings\Current Drawings\Struct\STP21-0213_STRUCT_RVT21.rvt 2/3 TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. N16 CORE REO. CAST STARTER INTO FOOTING. 2/50x6 M.S. CLEAT THREADED OVER REO UNO (1 CLEAT EACH SIDE). 2/3 TRUSS NAIL PLATE. 50x6 M.S. CLEAT THREADED OVER BOND BEAM REO. 1/M16 8.8/S BOLT THROUGH CLEAT. WEB WE B WE B 1/3 BOTTOM CHORD 1/3 B WE 1/3 2/3 D CHOR P O T PROVIDE 50x2 GI OVERSTRAP 1/M16 8.8/S BOLT THROUGH 80 (OR ABOVE) GANG NAIL PLATE.80 80 80 1/3 80 130 BOTTOM CHORD 2/3 N16 CORE REO. CAST STARTER INTO FOOTING. NOTE: NOTE: DETAILS APPLICABLE FOR DOUBLE TRUSS APPLICATION ONLY SINGLE BOND BEAM CLEAT / H.D ROD PROVIDE 65x2 GI OVERSTRAP. 1/M16 8.8/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE. 50x6mm CLEAT, 6/M16 4.6/S BOLTS. BOTTOM CHORD 50x6 M.S. CLEAT THREADED OVER REO UNO. TRUSS NAIL PLATE. PROVIDE 1/L8 LIG AT EVERY TRUSS CLEAT. N16 CORE REO. CAST STARTER INTO FOOTING. 50x6 M.S. CLEAT THREADED OVER REO UNO. WEB WE B WE B 2/3 B WE DOUBLE TRUSS - UPLIFT CAPACITY BOTTOM CHORD 1/3 PROVIDE 50x2 GI OVERSTRAP. 1/M16 8.8/S BOLT THROUGH 80 80 (OR ABOVE) GANG NAIL PLATE. 80 80 1/3 80 130 BOTTOM CHORD 2/3 B WE D CHOR 1/3 TOP 2/3 B WE PROVIDE 50x2 GI OVERSTRAP. 1/M16 8.8/S BOLT THROUGH (OR ABOVE) GANG NAIL PLATE.