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.