|
STANDARD CONDITIONS OF SALE - ANNEXURE TO MAIN QUOTATION
SPECIFICATIONS IN OUR OFFER:
1. TILTING BATTENS TO BE 38x 50 mm PAR
NOT SPLAY CUT (UNLESS OTHER WISE SHOWN)
2. OUR OFFER IS BASED ON ONE DELIVERY
FOR THE ENTIRE CONTRACT
3. IT IS ASSUMED THAT GEYSERS ARE TO BE
SUPPORTED ON INTERNAL WALLS AND NOT ON TRUSSES UNLESS OTHERWISE
AGREED IN WRITING. IF GEYSERS ARE TO BE SUPPORTED ON TRUSSES, USE
THE STANDARD DETAIL AS PER MITEK BRACING DETAILS, DETAIL –
GT. FURTHERMORE, NO ADDITIONAL LOADS HAVE BEEN ALLOWED FOR, I.E.
WATER PIPING, AIR CONDITIONING, DUCTING ETC.
4. ANY SUPPORTING BEAMS HAVE BEEN
DESIGNED BY OURSELVES AND WE GUARANTEE THAT THIS SIZE IS ADEQUATE TO
CARRY THE LOAD FOR WHICH IT WAS DESIGNED. HOWEVER, SHOULD YOU WISH
TO CHANGE THIS TO THE SIZE SHOWN ON THE ARCHITECT DRAWINGS, PLEASE
FEEL FREE TO DO SO AND LET US KNOW IN ORDER THAT WE CAN AMEND THE
OFFER.
5. ALL REQUIRED PERMANENT BRACING IS
INCLUDED IN THE OFFER. HOWEVER ANY TEMPORARY BRACING REQUIRED FOR
ERECTION IS EXCLUDED AND THIS IS TO BE SUPPLIED THE MAIN
CONTRACTOR/ERECTOR. WHERE ERECTION IS PART OF THIS OFFER ALL
TEMPORARY BRACING IS INCLUDED IN OUR OFFER.
6. WHERE A SAVING OF ONE TRUSS CAN BE
MADE, TRUSSES HAVE BEEN SPACED A MAXIMUM OF 150 mm AWAY FROM THE
GABLES.
7. ALL TIMBER IS TO SABS QUALITY.
TIMBER SIZES USED FOR TRUSSES IN OUR OFFER Is 38 x 50 mm MINIMUM AND
38 x 228 MAXIMUM.
8. WE MAKE USE OF MITEK SA (PTY) LTD
DESIGNING PROGRAMS, WRITTEN BY PROFESSIONAL ENGINEERS. IF REQUIRED,
PROPER SIGNED ENGINEERS DRAWING'S CAN BE SUBMITTED TO YOU, PRIOR
MANUFACTURE, FOR APPROVAL BY YOURSELF FOR A SMALL FEE. NO PROVISION
HAS BEEN MADE FOR SITE INSPECTIONS BY OUR ENGINEERS. IF ANY SITE
INSPECTIONS ARE REQUIRED PLEASE INFORM US IN WRITING SO THAT WE CAN
AMEND OUR OFFER. ON REQUEST A WRITTEN GUARANTEE FOR THE DESIGN AND
MANUFACTURE OF THE ENGINEERED ROOF TRUSSES WILL BE SUPPLIED.
9. IT HAS BEEN ASSUMED THAT CEILING
BRANDERINGS IS TO BE FIXED DIRECTLY TO THE UNDERSIDE OF THE
TIE-BEAM, AND NOT SUSPENDED.
10. ROOF PITCH, BATTEN/ PURLIN SPACING.
OVERHANG, ETC. ARE AS STATED. SCHEDULES AVAILABLE IF REQUIRED.
11. NO ADDITIONAL DEAD LOADS, APART
FROM THE ROOF COVERING AND STANDARD 6 mm GYPSUM CEILING HAVE BEEN
INCORPORATED IN OUR DESIGNS. SHOULD THERE BE AIR CONDITIONING
DUCTING, KITCHEN CANOPIES, SPRINKLER SYSTEMS ETC. REQUIRED, PLEASE
LET US KNOW THAT WE CAN REDESIGN THE TRUSS AND AMEND OUR OFFER.
12. WATERPROOFING IS NOT INCLUDED IN
OUR OFFER (UNLESS OTHERWISE SHOWN)
13. WE ESTIMATE THAT THE THEORETICAL
QUANTITIES AS SPECIFIED ARE ADEQUATE TO COMPLETE EACH BUILDING AS
PER THE DRAWINGS. HOWEVER, WE CANNOT GUARANTEE THAT THE ERECTOR WILL
NOT EXCEED THE PERCENTAGE WASTAGE ALLOWANCE, E.G. BATTENS, PURLINS,
BRACING & RUNNERS = 10%. WALL PLATES = 2.5%. CONCRETE TILES &
FITTINGS = 3%.
14. OUR OFFER INCLUDES ALL STANDARD
MITEK ECO TRUSS HANGERS FOR TIMBER-TO-TIMBER CONNECTIONS BUT
EXCLUDES ANY PURPOSE MADE BRACKETS.
15. DELIVERY TO SITE WILL BE AS
BUILDERS PROGRAM TO BE AGREED, IN WRITING BETWEEN US.
16. SHOULD OUR OFFER BE SUBJECT TO A
SUBCONTRACT DOCUMENT, THERE WILL BE A SMALL CHARGE TO COVER COST OF
PERFORMANCE GUARANTEE, LOSS OF INTEREST ON RETENTION MONEY, ETC.
17. IF YOU HAVE AN ACCOUNT WITH US,
PAYMENT MUST BE IN 30 DAYS FROM STATEMENT NET, OTHERWISE FULL
PAYMENT ON DATE OF ORDER.
18. WHERE ERECTION IS PART OF THIS
OFFER IT IS ASSUMED THAT ANY NECESSARY SCAFFOLDING WILL BE SUPPLIED
AND ERECTED BY THE MAIN CONTRACTOR AND IF THERE IS A CRANE ON SITE
THEN IT WILL ASSIST IN THE HOISTING OF TRUSSES TO THE TOP
SLAB. |