Seeley Climate Wizard CW-6S Microcore Installation Manual Download Page 32

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APPENDICES

SPAN = 10m MAX REFER NOTE D2

EXISTING SUPPORT

SEELEY INTERNATIONAL AIR CONDITIONING UNIT. REFER TO SEELEY INFORMATION FOR INSTALLATION DIMENSIONS AND GENERAL SPECIFICATIONS

TYPICAL TRUSS LAYOUT

NOT TO SCALE

1.0m MAX

DROPPER TO BE IN ACCORDANCE WITH THOSE SPECIFIED IN MANUFACTURER INSTALLATION MANUAL. REFER NOTE I10.

15° < D < 25° REFER NOTE D3

PROVIDE ADEQUATE FLASHING AROUND DUCT

DESCRIPTION

DATE

DRAWING SCALE

DRAFTER

ENGINEER

MANAGER

DRAWING TITLE

CLIENT

PROJECT

DATE

DRAWING NUMBER

REV

DO NOT SCALE FROM THIS DRAWING

ISSUE

PROJECT NUMBER

SHEET SIZE

INITIAL

REVISION

Consulting Engineers

452 Pulteney Street, Adelaide SA 5000

Telephone (08) 8231 2832 Facsimile (08) 8311 1742

www.mlei.com.au

TALENTED | APPROACHABLE | RESPONSIVE | PIONEERING

NOT FOR CONSTRUCTION

ISSUED FOR CERTIFICATION

GENERAL NOTES 1

NTS

S01

2017-6648

Apr-19

GENERIC AIR CONDITIONING ROOF MOUNT

SEELEY INTERNATIONAL

GENERAL NOTES

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ENGINEER'S SOIL REPORT, ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT.
G1

ALL DIMENSIONS, LEVELS ETC. SHALL BE CONFIRMED FROM THE ARCHITECT'S DRAWINGS AND / OR CHECKED FROM THE JOB.
G4

IF ANY DISCREPANCY OCCURS ON THE ENGINEER'S DRAWINGS OR BETWEEN DRAWINGS AND THE SPECIFICATION, THE DISCREPANCY MUST BE REFERRED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
G5

ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT AUSTRALIAN STANDARDS CODES AND THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITY EXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.
G6

ALL DIMENSIONS SHOWN SHALL BE VERIFIED ON SITE. ENGINEER'S DRAWINGS MUST NOT BE SCALED.
G7

DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERSTRESSED.
G8

IMPORTANCE LEVEL = DOMESTIC

PROBABILITY FACTOR (Kp) = 1.0

THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING EARTHQUAKE PARAMETERS:
G9

HAZARD FACTOR (Z) = 0.1

THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL ISSUED AS "FOR CONSTRUCTION" BY THIS OFFICE. THE CONTRACTOR SHALL GIVE AT LEAST 1 WORKING DAY NOTICE FOR ALL ENGINEERING INSPECTIONS.

S01 -

GENERAL NOTES 1

S02 -

GENERAL NOTES 2

S03 -

TIMBER TRUSS - 600mm SPACING

S04 -

TIMBER TRUSS - 1200mm SPACING

S05 -

STEEL TRUSS - 600mm SPACING

S06 -

STEEL TRUSS - 1200mm SPACING

S07 -

CONVENTIONAL ROOF FRAMING

GENERIC AIR CONDITIONING ROOF MOUNT

STRUCTURAL DWG INDEX

TIMBER NOTES

ALL TIMBER WORK TO BE IN ACCORDANCE WITH AS 1720.1 AND 1684.2
T1

DURING CONSTRUCTION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE TIMBER IS PROTECTED FROM THE WEATHER AND TIMBER STRENGTH IS NOT IMPAIRED IN ANY WAY.
T2

ALL TIMBER AT JOINTS SHALL BE FREE OF DEFECTS.
T3

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS1720 AND AS1684.
T4

ABOVE GROUND EXTERNAL HARDWOOD TIMBER AND SOFTWOOD TIMBER SHALL BE TREATED TO LEVEL "H3" IN ACCORDANCE WITH AS1604 U.N.O.
T5

CONCEALED SOFTWOOD TIMBER SHALL BE TREATED TO LEVEL "H2-F" IN ACCORDANCE WITH AS1604 FOR TERMITE PROTECTION.
T6

EXTERNAL TIMBER SHALL BE KILN DRIED TO ACHIEVE A MOISTURE CONTENT NOT EXCEEDING 15%.
T7

HARDWOOD TIMBER SHALL BE MINIMUM F11 STRESS GRAD U.N.O SOFTWOOD TIMBER SHALL BE MGP10 U.N.O.
T8

ALL CUT SURFACES OF TREATED MEMBERS SHALL BE RE-TREATED ON SITE TO ACHIEVE ORIGINAL HAZARD CLASS, IN ACCORDANCE WITH AS1604.
T9

TIMBER EXPOSED TO VIEW SHALL BE DRESSED (PLANED ALL ROUND).
T10

EXTERNAL TIMBER IN BUSH FIRE ZONES MUST BE SEASONED HARDWOOD AS DEFINED IN AS1720.2, WITH A MINIMUM DENSITY OF 650Kg/m AT12% MOISTURE CONTENT AND COMPLY WITH THE SOUTH AUSTRALIAN HOUSING CODE.
T11

THE USE OF CCA TREATED TIMBER IN A SCHOOL ENVIRONMENT MAY BE RESTRICTED BY SOUTH AUSTRALIAN GOVERNMENT OR OTHER OHS&W POLICIES. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THESE POLICIES.
T12

PROPRIETARY TIMBER CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
T13

ALL FASTENERS (SCREWS, BOLTS & BRACKETS) SHALL BE HOT DIPPED GALVANISED (NOT ZINC PLATED). FIXED IN ACCORDANCE WITH AS1720.1.
T14

BOLTED CONNECTIONS IN UNSEASONED TIMBER SHALL BE RE-TIGHTENED PRIOR TO THE FIXING OF CLADDING.
T15

ALL TIMBER SIZES, DETAILS, CONNECTIONS, TIE DOWNS AND BRACING SHALL BE IN ACCORDANCE WITH AS1684, NATIONAL TIMBER FRAMING CODE AND MANUFACTURER'S SPECIFICATIONS.
T16

THE BUILDING IS TO BE TERMITE TREATED TO THE REQUIREMENTS AND IN ACCORDANCE WITH AS3660 AND TO THE SPECIFICATIONS.
T17

DESIGN CRITERIA & KEY ASSUMPTIONS

EXISTING TRUSSES ARE ASSUMED TO BE AS PER TYPICAL LAYOUT SHOWN. OTHER SIZE TRUSSES ARE OUTSIDE OF THE SCOPE OF THIS GENERIC DESIGN.

SPAN = 10.0m OR LESS. ANY SPANS OVER 10m ARE OUTSIDE GENERIC DESIGN BOUNDARIES AND A QUALIFIED ENGINEER SHOULD BE CONSULTED.

PITCHES OF ROOF TO BE 15°, 22.5° AND 25°. ALTERNATE PITCHES BETWEEN 15° AND 25° ARE ADEQUATE. ANY PITCHES LESS THAN 15° OR GREATER THAN 25° ARE OUTSIDE GENERIC DESIGN BOUNDARIES AND A QUALIFIED ENGINEER SHOULD BE CONSULTED.

IT IS RECOMMENDED THAT SEELEY INTERNATIONAL AIR CONDITIONING UNIT IS INSTALLED CLOSEST TO TRUSS TOP CHORD SUPPORTS AS POSSIBLE. I.E. ABOVE TRUSS DIAGONAL WEB.

GENERIC SUPPORT FRAMES ARE DESIGNED FOR WIND CATEGORIES N1, N2 AND N3. REFER TO DETAILS FOR THE DIFFERENT WIND CATEGORIES. ANY WIND CATEGORIES OTHER THAN THE ABOVE ARE OUTSIDE GENERIC DESIGN BOUNDARIES AND A QUALIFIED ENGINEER SHOULD BE CONSULTED.

EXISTING TRUSSES ARE ASSUMED TO BE IN GOOD CONDITION WITH NO SIGN OF DETERIORATION. PREFABRICATED TRUSSES EARLIER THAN 1997 WILL REQUIRE CONFIRMATION OF SUITABILITY IN ACCORDANCE WITH REGULATION 74 OF THE DEVELOPMENT REGULATION 2008.

ADDITIONAL DEFLECTION OF TRUSSES SHOULD BE EXPECTED, HOWEVER THIS MAY BE MINIMAL AND ACCEPTABLE.

TRUSS SPACING @ 600 CTRS IS ASSUMED TO SUPPORT A TILE ROOF. TRUSS SPACING @ 1200 CTRS IS ASSUMED TO SUPPORT A SHEET ROOF

CUTTING OF ANY TRUSS MEMBERS IS NOT ALLOWED

IF ANY DOUBT IN THE INSTALLATION OF DESIGN, PLEASE LIAISE WITH ENGINEER

D10

ALL TYPE 17 SCREWS TO BE 12g 'BUGLE' SCREWS OR SIMILAR APPROVED (U.N.O.) LENGTH TO SUIT.
T18

ISSUED FOR CERTIFICATION

28.2.19

IF TRUSS LENGTH EXCEEDS 10m BUT HAS SUPPORTS REDUCING THE SPAN TO 10m OR LESS, GENERIC DESIGN IS STILL APPLICABLE.

D11

ISSUED FOR CERTIFICATION

28.3.19