DOOR SCHEDULE
WINDOW SCHEDULE
900
900 600
ROOM ENTRANCE DOORS
2 100
2 100
600
600
D-01, 02, 03, 04, 05, 06, 07, 08, 09, 10, 11 (11off)
1 200
INTERNAL TOILET DOORS
D-12, 13, 14, 15, 16 (5off)
BATHROOM
W-12 (X1)
FRAME
SOLID WOOD TIMBER FRAME
FRAME
SOLID WOOD TIMBER FRAME
FRAME
EXTRUDED ALUMINIUM WINDOWS WITH MATCHING ALUMINIUM BEADING & RUBBER GLAZING SEALS. PLUG & SCREW FIXED TO WALLS & LINTOLS. SEAL WITH SILICON ALL ROUND.
FINISH
1 HOUR FIRE RATED, SOLID TIMBER DOOR
FINISH
HOLLOW CORE TIMBER DOOR
FINISH
MATT GRAPHITE GREY EPOXY POWDER COATED (CODE:RAL7024), RANGE: INTERPON 02525.
GLAZING
TINTED DOUBLE LOW E TOTAL U-VALEU=2041 / SHGC=0.51 GRND FL.TINTED DOUBLE . TOTAL U-VALEU=4.23 / SHGC=0.59 FIRST FL.
PRECAST CONC. LINTOLS.
LINTOLS
PRECAST CONC. LINTOLS.
900 x 2100
CILLS
EXTERNAL: PLASTER & PAINT EDGE AT 30° SLOPE.
SIZES
600 x ERF 1200
LINTOLS SIZES
LINTOLS
PRECAST CONC. LINTOLS. 900 x 2100
SIZES
of Eshowe. Bulwer Avenue 225
WINDOW SCHEDULE Client
683
900
633
683
467
600
900
600
600
900
517
1 500
600
517
600
344
600
1 244
U/S lintel level 2.100
2 100 Clients Name Clients contact Street address
2 000
1 500 BATH ROOM
W-11, W-10, W-09, ROOM1, 2, W-08, W-07(X5) 3, 4, 5, 6, 7, 8
: King Cetshwayo Municipality : 035 799 2500 : King Cetshwayo House, Krugerrand, CBD Richards Bay
Clients signature:………………………………………
W-01, W-02, W-03, W-04, W-13, W-14, W-15, W-16 (X8)
KITCHEN
W-05(X1)
KITCHEN
W-06 (X1)
Project description: Proposed Additions & Alterations & Demolishing of Existing Water Plant of Eshowe.
FRAME
EXTRUDED ALUMINIUM WINDOWS WITH MATCHING ALUMINIUM BEADING & RUBBER GLAZING SEALS. PLUG & SCREW FIXED TO WALLS & LINTOLS. SEAL WITH SILICON ALL ROUND.
FRAME
EXTRUDED ALUMINIUM WINDOWS WITH MATCHING ALUMINIUM BEADING & RUBBER GLAZING SEALS. PLUG & SCREW FIXED TO WALLS & LINTOLS. SEAL WITH SILICON ALL ROUND.
FRAME
EXTRUDED ALUMINIUM WINDOWS WITH MATCHING ALUMINIUM BEADING & RUBBER GLAZING SEALS. PLUG & SCREW FIXED TO WALLS & LINTOLS. SEAL WITH SILICON ALL ROUND.
FRAME
EXTRUDED ALUMINIUM WINDOWS WITH MATCHING ALUMINIUM BEADING & RUBBER GLAZING SEALS. PLUG & SCREW FIXED TO WALLS & LINTOLS. SEAL WITH SILICON ALL ROUND.
FINISH
MATT GRAPHITE GREY EPOXY POWDER COATED (CODE:RAL7024), RANGE: INTERPON 02525.
FINISH
MATT GRAPHITE GREY EPOXY POWDER COATED (CODE:RAL7024), RANGE: INTERPON 02525.
FINISH
MATT GRAPHITE GREY EPOXY POWDER COATED (CODE:RAL7024), RANGE: INTERPON 02525.
FINISH
MATT GRAPHITE GREY EPOXY POWDER COATED (CODE:RAL7024), RANGE: INTERPON 02525.
GLAZING
TINTED DOUBLE LOW E TOTAL U-VALEU=2041 / SHGC=0.51 GRND (OBSCURE FLOAT FL.TINTED DOUBLE . TOTAL U-VALEU=4.23 / SHGC=0.59 FIRST FL. GLASS IN BATHROOM/ WC'S)
GLAZING
TINTED DOUBLE LOW E TOTAL U-VALEU=2041 / SHGC=0.51 GRND FL.TINTED DOUBLE . TOTAL U-VALEU=4.23 / SHGC=0.59 FIRST FL.
GLAZING
TINTED DOUBLE LOW E TOTAL U-VALEU=2041 / SHGC=0.51 GRND FL.TINTED DOUBLE . TOTAL U-VALEU=4.23 / SHGC=0.59 FIRST FL.
GLAZING
TINTED DOUBLE LOW E TOTAL U-VALEU=2041 / SHGC=0.51 GRND FL.TINTED DOUBLE . TOTAL U-VALEU=4.23 / SHGC=0.59 FIRST FL.
LINTOLS
PRECAST CONC. LINTOLS.
LINTOLS
PRECAST CONC. LINTOLS.
LINTOLS
PRECAST CONC. LINTOLS.
LINTOLS
PRECAST CONC. LINTOLS.
Drawing title: Window & Door Schedule
CILLS
EXTERNAL: PLASTER & PAINT EDGE AT 30° SLOPE.
CILLS
EXTERNAL: PLASTER & PAINT EDGE AT 30° SLOPE.
CILLS
EXTERNAL: PLASTER & PAINT EDGE AT 30° SLOPE.
CILLS
EXTERNAL: PLASTER & PAINT EDGE AT 30° SLOPE.
Drawing status:
SIZES
600 x 600
1.500 x 1.500
SIZES
1.244 x 2.000
SIZES
600 x 2.100
SIZES
Bulwer Avenue
Street address
:
Cadastral
: ERF 225
Service Provider 9 West Central Arterail Richards Bay 3900 A. GENERAL NOTES: 1. This drawing is to read in conjunc on with the engineer's drawings, the electrical layout, the key to the electrical layout and the schedule of finishes. B. BYLAW REQUIREMENTS: All building work and any plumbing and drainage installa ons must be carried out by the contractor in accordance with the Na onal Building Regula ons and Building Standards Act No 103 of 1977 and ammendments. C. CODES OF PRACTICE AND MANUFACTURERS SPECIFICATIONS: All work shall be carried out in accordance with SABS and NBR standards and Codes of Prac ce and or manufacturers specifica ons or recommenda ons except in so far as such specifica ons etc do not conflict with any ByLaw. D. LIGHTING AND VENTILATION: To comply with Part O of SANS 10400. E. HEALTH: Rodent proofing to comply with public health regula ons R1441 of 23/09/66.
GSPublisherVersion 0.0.100.100
F. DRAINAGE: 1. The contractor is required to ensure that the local authority installs necessary stormwater and/or sewer connec ons before drainage work commences. It is therea er the contractor's responsibility to ensure adequate falls to these connec ons. 2. Approval for the si ng of sep c tank and/or soakpits together with any percola on tests which may be required is to be obtained from the local authority by the contractor before commencing any building work. 3. The contractor is responsible for ensuring that stormwater damage to the work in progress or the neighbouring proper es does not occur during construc on and that the surface water drainage is adequate. 4. All sanitary fi ngs to be trapped and/or vented to local authority requirements. 5. All bends and junc ons in drains to be provided with inspec on eyes at 26m centres. 6. Adequate access panels to be fi ed in all ducts over inspec on eyes. G. DOORS AND FRAMES: 1. External frames to be hardwood and Aluminium. (Refer to Schedule) 2. Internal frames to be hardwood. (Refer to Schedule) 3. External doors to be hardwood and Aluminium. (Refer to Schedule) 4. Internal doors to be flush panel semi hollow core faced in. 5. Doors in mber to be provided with 1 pair(internal) and 1.5 pairs(external) 100mm brass bu hinges and lockset.
I. GLAZING: 1. All glazing is to be accordance with SANS 10400. 2. Glazing to bathrooms and WC's to be in obscure glass. J. SITING AND EXCAVATIONS: 1. All boundary beacons are to be flagged by a registered land surveyor and the contractor is to obtain a cer ficate sta ng that the work has been correctly set out before proceeding with excava ons. 2. Contractor is to check all dimensions and levels before commencing work and report any discrepancies to drawing service. 3. Contractor is to confirm and ensure correctness of floor and entrance levels physically on site with local authority inspector before commencing work. 4. If the site is found to contain clay, shale, ground water or any other suspect soil condi on, then all founda ons are to be to professional engineer's details and built under his supervision. 5. All founda ons to be taken to hard, virgin ground. No back filling over excavated areas will be permi ed. Founda on depths to be determined on site.
K. WALLS: 1. To be built in accordance with professional structural engineer’s detail under, his supervision. 2. Finish to be plastered unless otherwise noted. 3. Two courses of brickwork to be reinforced in with brick-force. Solid cement mortar joint below wallplate level, above window head level and below window cill level. 4. Unplastered external walls to be bagged and bitumen painted between skins. 5. All brickwork below ground level to be bricks recommended for the purpose by the manufacturer. 6. Gundle 'brickgrip' DPC's to be provided over all slabs, under all cills, parapets and elsewhere as required by the local authority and in accordance with NBR and window systems. 7. Galvanised steel coil outguards, lapped and soldered at joints to be to local authority requirements. 8. Two vermin-proofed airbricks to be provided in the external walls of all habitable rooms. L. SURFACE BEDS: 1. Surface beds to be 100mm concrete of mix not weaker than 1:3:6 by volume, reinforced with 6mm diameter GMS rods at 300 centres both direc ons or equal mesh. 2. Surface beds to be laid on Gundle UFS green membrane on ground poisoned by, specialist to SABS requirements.
(c) 078 725 6238
[email protected]
U.
B.
E.
pty(ltd).
Drawn by : M. S. Langa Checked by: R. R. Lesoana. SACAP Reg: PAT 20760
Drawing scale: As shown Drawing #
Date:
UBE_KDCM1- E /0002
13 February 2017
c
Copyright reserved - Architects cc.