DN Bou n dary L i n e 2 3 6 1 5 0 B ou n d a r y L i n e 8 2 9 4 0 Boundary Line 216 550 A . C S t ryd om Street Bo u n d ar y Li n e 30 9 19 0 Boundary Line 298 180 Erf 216/116 Do l ley Ra a ts Stre et Erf 216/118 Erf 216/117 Existing Dwelling Existing Retaining Wall Existing Dwelling Proposed New Workshop/ Garage & Guest Accommodation Existing JOJO TANKS Bo u n d a r y Li n e 6 7 5 8 0 30000 BUILDING LINE 30m Existing retaining walls to be demolished New retaining walls to engineer spec Existing Soakaway Existing Septic Tank Proposed New Roof Over Existing Staircase New location of existing platform Elevated Wooden Deck to be relocated re Proposed New Septic Tank Proposed New Soakaway re Proposed New Septic Tank Proposed New Soakaway Existing Pool paved platform Existing Patio to be covered with cement roof/slab and timber sunshade to abut slab Existing Septic Tank Existing Soakaway Fullbore 7 0 1 3 3 43985 BUIL D ING L I NE 30 m BU I L D I N G L I N E 3 0 m B UI L D I NG LI NE 3 0 m BUILDING LINE 30m Garage 2 Existing Soakaway Existing Septic Tank Existing Pool paving paving paved platform pump Paved Driveway "B M " 167.90 Lam p Existing Retaining Walls 1 68m 1 69m 1 70m 1 71m 1 72m 1 73m 1 74m 1 75m 176m 176m 175m 174m 173m 172m 171m 170m 169m 168m 167m 166m 165m 164m 163m 162m 161m 161m 162 m 163 m 164 m 165 m 166 m 167 m Shed Existing Retaining Wall JOJO TANKS Elevated Wooden Deck to be relocated Boundary Line 298 180 Erf 216/118 30000 Existing Dwelling Proposed New Workshop/ Garage New location of existing platform Proposed N ew Roof O ver E xisting Staircase re New sewer line 110mmØ sewer line re Proposed New Septic Tank Proposed New Soakaway New Parking 1 2 3 4 Scale Date Drawn Checked CLIENT DETAILS: PROJECT DETAILS: PURPOSE OF ISSUE: Project Number Drawing Number Revision BJG Client's Signature Knysna Office : Pr.S.Arch.T. - Reg. No. ST0685 Bryan J. Gillbee Arch. Drght. - Reg. No. CAD41217798 Sheldon van Onselen & Pr.S.Arch.T. - Reg. No. ST0685 Bryan J. Gillbee Arch. Drght. - Reg. No. CAD41217798 Sheldon van Onselen P LA NS U S A RCH I T EC T URA L ERV I CES S COPYRIGHT This drawing is protected by the Copyright Act No 98 of 1978 and may not be used or reproduced in any form whatsoever without the written consent of Plans R Us. The designs herein remain the property of Plans R Us unless otherwise explicitly stipulated in the contract. This is a CAD generated drawing. Figured dimensions have preference over scaled dimensions and large scaled drawings supercede small scaled drawings. CONTRACTORS NOTE: These drawings are issued on the understanding that competent and experienced builders will use them. Contractor is to verify and check all levels and boundary pegs on site, and check the same against drawings before putting work in hand. Any errors, discrepancies and omissions to be reported to the Architect/draughtsman immediately. All work and levels to be strictly in accordance with SABS 0400 requirements and Council regulations. No work to encroach site boundaries. Site is to be kept neat and all unnecessary rubble to be moved off site timeously. Levels of adjacent site are to be re-instated where disturbed after completion of work. OCCUPANCY CLASS: H4 - DWELLING HOUSE 20 Eastford Ridge, Welbedacht, 6570 Telephone: 044 386 0127 Cellular: 082 457-7616 Email: [email protected]As shown SHEET NAME: FS/SvO ZONING: AGRICULTURAL Note: Submission Peter Pickering House Pickering 14/01/2021 Kny 124 P1 of 6 Farm 117/216 Uitzicht Farm 117/216 Uitzicht Site Plan 1 : 1000 Site Plan 1 : 500 Dwelling Topo SITE : OPERATIONS TO COMPLY WITH SANS 10400 - F: • ONCE SITE HAS BEEN CLEARED, BUILDER TO ARRANGE A CERTIFIED LAND SURVEYOR TO VERIFY BOUNDARY PEGS AND TO SITE THE DWELLING. • SITE TO BE TREATED IN ACCORDANCE WITH S.A.B.S. CODE OF PRACTICE NO. 0124-1977 WITH "SHELLDRITE" TERMITE PROOF SOIL POISON OR SIMILAR. • TOPSOIL TO BE PUT TO ONE SIDE FOR LATER USE. EXCAVATIONS: EXCAVATIONS TO COMPLY WITH SANS 10400 - G • ALL LEVELS AS PER DRAWINGS. • EXCAVATION WORK INCLUDING CUT AND FILL TO BE CARRIED OUT AS PER DRAWING. • TRENCHING FOR FOUNDATIONS TO BE EXCAVATED TO FIRM NATURAL GROUND EXCEPT WHERE FILL IS REQUIRED WHICH MUST BE TO ENGINEER DETAIL. • TRENCHING FOR PIPES, CABLE ETC TO BE A MINIMUM OF 450mm BELOW GROUND LEVEL AND TO BE KEPT TO A MINIMUM. ROOF: ROOF TO COMPLY WITH SANS 10400 - L: • ROOFS TO MATCH EXISTING. • STAIRCASE ROOF: CONCRETE ROOF TILES TO MATCH EXISTING ON 38X38mm BATTENS ON 12 MM SHUTTERPLY ON 150X50mm TIMBER STRUCTURE SUPPORTED BY POSTS AS PER ENGINEER'S SPECIFICATIONS • FIRST FLOOR ROOF: CEMENT ROOF TILES (TO MATCH EXISTING) ON 38X38mm S.A. PINE PURLINS AT 380mm CENTRES ON GANGNAILED ROOF TRUSSES TO MANUFACTURERS SPEC ON 114X38MM WALLPLATES FIXED WITH GALVANISED HOOP IRONS BUILT MIN 600mm INTO BRICKWORK AND HAVE CELLULOSE FIBRE (AEROLITE TYPE OR SIMILAR) OF MIN 150mm WITH AN R-VALUE OF 3.36 AS PER SANS XA INSTALLED BY SPECIALIST • "NUTEC" OR SIMILAR FASCIA AND BARGE BOARDS TO MATCH EXISTING. • SUNSHADE: TIMBER SUNSHADE BY SPECIALIST TO ENGINEER SPEC. • SLAB/ROOF: CONCRETE SLAB TO HAVE FULLBORE DRAINS TO ENGINEER SPEC BY SPECIALIST. • DWELLING ROOF: CEMENT ROOF TILES (TO MATCH EXISTING) ON 38x38mm S.A. PINE PURLINS AT 380mm CENTRES ON GANGNAILED ROOF TRUSSES TO MANUFACTURERS SPEC ON 114x38mm WALLPLATES FIXED WITH GALVANISED HOOP IRONS BUILT MIN 600mm INTO BRICKWORK AND HAVE CELLULOSE FIBRE (AEROLITE TYPE OR SIMILAR) OF MIN 150mm WITH AN R-VALUE OF 3.36 AS PER SANS XA INSTALLED BY SPECIALIST • ROOF STRUCTURE TO BE DESIGNED AND SIGNED OFF BY COMPETENT PERSON. RAINWATER GOODS: STORM-WATER TO COMPLY WITH SANS 10400 - R: • GUTTERS AND DOWN-PIPES TO MATCH EXHIBITING. • ALL STORM WATER TO BE CHANNELED INTO GARDEN BY SPECIALIST. WALLS: WALLS TO COMPLY WITH SANS 10400 - K: • 280mm CAVITY WALLS CONSISTING OF A 110mm INSIDE AND OUTSIDE SKIN WITH 60mm CAVITY TIED TOGETHER WITH BUTTERFLY WIRE-TIES, 3 (THREE) PER m² AND BRICKFORCE EVERY 5TH COURSE. • CAVITIES TO BE KEPT CLEAN OF ALL MORTAR AND FLUSHED OUT AT THE END OF EACH DAY. • EXTERNAL WALLS TO MATCH EXISTING. • ALL INTERNAL WALLS TO BE SMOOTH PLASTER AND PAINTED TO OWNER SPEC. • THERE MUST BE A CONTINUOUS DPC AT SLAB LEVEL AND DPM AROUND ALL EXTERNAL DOORS AND WINDOWS. • "STRESSO" OR SIMILAR PRE-STRESSED LINTELS OVER ALL WINDOW AND DOOR OPENINGS WITH A MINIMUM OF 4 BRICK COURSE AND BRICKFORCE ABOVE. FOUNDATIONS: FOUNDATIONS TO COMPLY WITH SANS 10400 - H: • CONCRETE FOOTINGS OF A STRENGTH NOT LESS THAN 10mpa @ 28 DAYS (1:4:5) UNLESS STIPULATED BY ENGINEER. • STRIP FOUNDATIONS TO BE A MINIMUM OF 700X250mm UNLESS OTHERWISE STIPULATED BY ENGINEER. • THE TOP OF ANY FOUNDATION TO BE A MINIMUM OF 500mm BELOW NATURAL GROUND LEVEL. FLOORS: FLOORS TO COMPLY WITH SANS 10400 - J: • FLOORS TO BE 25mm SCREED ON A 100mm CONCRETE BED ON 250 MICRON DPC ON 50mm SAND BED ON WELL COMPACTED HARDCORE. • FIRST FLOOR SLAB TO ENGINEER SPEC. • FLOOR FINISH AS PER PLAN TO OWNER SPECIFICATION. • HARDCORE FILLING UNDER SURFACE BED TO CONSIST OF EARTH, SAND OR OTHER ACCEPTABLE MATERIAL BUT MUST BE FREE OF CLAY AND ORGANIC MATTER AND TO BE WELL COMPACTED IN LAYERS NOT EXCEEDING 150mm. • ALL PAVING TO MATCH EXHIBITING. • CEILING: TO COMPLY WITH SANS 10400 PART T4.13: • "NUTEC CEILING OR SIMILAR ON 38X38mm S.A.PINE BATTENS ON MAX 400mm CENTRES. WINDOWS, DOORS & GLAZING: GLAZING TO COMPLY WITH SANS 10400 - N: • FINISH AS PER WINDOW SCHEDULE. • GARAGE DOORS TO MATCH EXHIBITING AND TO BE AUTOMATED BY SPECIALIST. • GLAZING TO BE IN ACCORDANCE WITH SANS 0400 PART N. OBSCURE GLASS TO BATHROOMS, ALL OTHER GLASS TO BE CLEAR. • SAFETY GLAZING TO DOORS AND WINDOWS IN EXCESS OF 1m² OR LESS THAN 500mm ABOVE FLOOR LEVEL IN ACCORDANCE TO PART N 4.4 OF SANS 10400. DRAINAGE: DRAINAGE TO COMPLY WITH SANS 10400 - P: • ALL WASTE PIPE TO BE A MINIMUM 110mmØ. • WITH THE EXCEPTION OF INSPECTION EYES AND VENT PIPES, NO WASTE PIPES TO BE VISIBLE ON THE EXTERNAL WALL SKIN AND MUST BE CONCEALED WITHIN THE WALL. • WHERE RODDING EYES ARE INSTALLED ON DRIVEWAY, OR THE LIKE, THEY ARE TO BE RECESSED AND COVERED WITH A CAST IRON COVER-PLATE. • RODDING EYES TO BE INSTALLED AT EVERY BEND GREATER THAN 90°, ALONG PIPE LINES AT INTERVALS NOT EXCEEDING 25m AND AT THE START OF EVERY WASTE PIPE RUN. • WHERE WASTE PIPE PASSES UNDER A BUILDING AND HEAVY TRAFFIC AREAS (MOTOR VEHICLE) IT MUST BE OF HIGH DENSITY PVC ENCASED IN 150mm CONCRETE ALL ROUND. • ALL SANITARY FITTINGS TO BE INSTALLED WITH A TRAP TO COMPLY WITH LOCAL AUTHORITY REGULATIONS. • PLUMBER TO CHECK DRAWING FOR ANY TRADE DISCREPANCIES BOTH INTERNAL AND SUBTERRANEAN. WATER HEATING: • 50% BY VOLUME OF AVERAGE HOT WATER HEATING REQUIREMENTS SHALL BE PROVIDED BY AN ALTERNATE HEATING SYSTEM OTHER THAN ESCOM, SUPPLIED AND INSTALLED BY SPECIALIST IN ACCORDANCE WITH SANS 10254 AND SANS 10400 PART XA. ALL HOT WATER SERVICE PIPES TO BE LAGGED AND INSTALLED WITH INSULATING MATERIAL WITH A MINIMUM "R" VALUE OF 1. HOT WATER CYLINDER TO BE INSULATED WITH A NON COMBUSTIBLE LIGHTWEIGHT - "ISOVAR" OR SIMILAR APPROVED MATERIAL WITH AN "R" VALUE OF 2 TO COMPLY WITH SANS 1387. LIGHTING: LIGHTING & VENTILATION TO COMPLY WITH SANS 10400 - O: • ALL AREAS TO BE ARTIFICIALLY ILLUMINATED. • ALL HABITABLE ROOMS TO BE FITTED WITH DOOR AND WINDOWS TO ACHIEVE A MINIMUM 5% OR 0.1m² NATURAL VENTILATION AS PER 4.3.1.1.3 OF PART O • ALL LIGHT FITTINGS TO OWNER SPECIFICATION. 85707 1.13%
Transcript
DN
Boundary Line 236 150
Boundary Line 82 940
Boun
dary
Lin
e 2
16 5
50
A.C Strydom Street Boundary Line 309 190
Boundary Line 298 180
Erf 216/116
Dolley Raats Street
Erf 216/118
Erf 216/117
Existing Dwelling
Existing Retaining Wall
Existing Dwelling
Proposed New Workshop/ Garage & Guest Accommodation
Existing JOJO TANKS
Boundary Line 67 580
30000
BUILDIN
G LIN
E 30m
Existing retaining walls to be demolished
New retaining walls to engineer spec
Existing Soakaway
Existing Septic Tank
Proposed New Roof Over Existing Staircase
New location of existing platform
Elevated Wooden Deck to be relocated
re
Proposed New Septic Tank
Proposed New Soakaway
re
Proposed New Septic Tank
Proposed New Soakaway
Existing Pool paved
platformExisting Patio to be covered with cement roof/slab and timber sunshade to abut slab
Existing Septic Tank
Existing Soakaway
Fullbore70133
4398
5
BUILDING LINE 30m
BUILDING LINE 30m
BUILDING LINE 30m
BUIL
DIN
G L
INE
30m
Garage 2
Existing Soakaway
Existing Septic Tank
Existing Pool
paving
paving
paved platform
pump
Paved Driveway
"BM"167.90
Lamp
Existing Retaining Walls
168m
169m
170m
171m
172m
173m
174m
175m
176m
176m
175m
174m
173m17
2m
171m
170m
169m
168 m
167m
166m
165m
164m
163m
162m
161m
161m
162m
163m
164m165m
166m 167m
Shed
Existing Retaining Wall
JOJO TANKS
Elevated Wooden Deck to be relocated
Boundary Line 298 180
Erf 216/118
30000
Existing Dwelling
Proposed New Workshop/ Garage
New location of existing platform
Proposed New Roof Over Existing Staircase
re
New sewer lin
e 110mmØ sewer lin
e
re
Proposed New Septic Tank
Proposed New Soakaway
New Parking
12
34
Scale
Date
Drawn
Checked
CLIENT DETAILS:
PROJECT DETAILS:
PURPOSE OF ISSUE:
Project Number Drawing Number
Revision
BJG
Client's Signature
Knysna Office:
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen&
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen
PL A N S U SA R C H I T E C T U R A L E R V I C E SS
COPYRIGHTThis drawing is protected by the Copyright Act No 98 of 1978 andmay not be used or reproduced in any form whatsoever withoutthe written consent of Plans R Us. The designs herein remain theproperty of Plans R Us unless otherwise explicitly stipulated in thecontract.
This is a CAD generated drawing. Figured dimensions havepreference over scaled dimensions and large scaled drawings supercede small scaled drawings.
CONTRACTORS NOTE:These drawings are issued on the understanding that competentand experienced builders will use them. Contractor is to verify andcheck all levels and boundary pegs on site, and check the sameagainst drawings before putting work in hand. Any errors,discrepancies and omissions to be reported to theArchitect/draughtsman immediately. All work and levels to bestrictly in accordance with SABS 0400 requirements and Councilregulations. No work to encroach site boundaries. Site is to bekept neat and all unnecessary rubble to be moved off sitetimeously. Levels of adjacent site are to be re-instated wheredisturbed after completion of work.
SITE : OPERATIONS TO COMPLY WITH SANS 10400 - F:• ONCE SITE HAS BEEN CLEARED, BUILDER TO ARRANGE A CERTIFIED LAND SURVEYOR TO VERIFY BOUNDARY PEGS AND
TO SITE THE DWELLING.• SITE TO BE TREATED IN ACCORDANCE WITH S.A.B.S. CODE OF PRACTICE NO. 0124-1977 WITH "SHELLDRITE" TERMITE
PROOF SOIL POISON OR SIMILAR.• TOPSOIL TO BE PUT TO ONE SIDE FOR LATER USE.
EXCAVATIONS: EXCAVATIONS TO COMPLY WITH SANS 10400 - G• ALL LEVELS AS PER DRAWINGS. • EXCAVATION WORK INCLUDING CUT AND FILL TO BE CARRIED OUT AS PER DRAWING.• TRENCHING FOR FOUNDATIONS TO BE EXCAVATED TO FIRM NATURAL GROUND EXCEPT WHERE FILL IS REQUIRED
WHICH MUST BE TO ENGINEER DETAIL.• TRENCHING FOR PIPES, CABLE ETC TO BE A MINIMUM OF 450mm BELOW GROUND LEVEL AND TO BE KEPT TO A
MINIMUM.
ROOF: ROOF TO COMPLY WITH SANS 10400 - L:• ROOFS TO MATCH EXISTING.• STAIRCASE ROOF: CONCRETE ROOF TILES TO MATCH EXISTING ON 38X38mm BATTENS ON 12 MM SHUTTERPLY ON
150X50mm TIMBER STRUCTURE SUPPORTED BY POSTS AS PER ENGINEER'S SPECIFICATIONS• FIRST FLOOR ROOF: CEMENT ROOF TILES (TO MATCH EXISTING) ON 38X38mm S.A. PINE PURLINS AT 380mm CENTRES
ON GANGNAILED ROOF TRUSSES TO MANUFACTURERS SPEC ON 114X38MM WALLPLATES FIXED WITH GALVANISED HOOP IRONS BUILT MIN 600mm INTO BRICKWORK AND HAVE CELLULOSE FIBRE (AEROLITE TYPE OR SIMILAR) OF MIN 150mm WITH AN R-VALUE OF 3.36 AS PER SANS XA INSTALLED BY SPECIALIST
• "NUTEC" OR SIMILAR FASCIA AND BARGE BOARDS TO MATCH EXISTING.• SUNSHADE: TIMBER SUNSHADE BY SPECIALIST TO ENGINEER SPEC. • SLAB/ROOF: CONCRETE SLAB TO HAVE FULLBORE DRAINS TO ENGINEER SPEC BY SPECIALIST.• DWELLING ROOF: CEMENT ROOF TILES (TO MATCH EXISTING) ON 38x38mm S.A. PINE PURLINS AT 380mm CENTRES
ON GANGNAILED ROOF TRUSSES TO MANUFACTURERS SPEC ON 114x38mm WALLPLATES FIXED WITH GALVANISED HOOP IRONS BUILT MIN 600mm INTO BRICKWORK AND HAVE CELLULOSE FIBRE (AEROLITE TYPE OR SIMILAR) OF MIN150mm WITH AN R-VALUE OF 3.36 AS PER SANS XA INSTALLED BY SPECIALIST
• ROOF STRUCTURE TO BE DESIGNED AND SIGNED OFF BY COMPETENT PERSON.
RAINWATER GOODS: STORM-WATER TO COMPLY WITH SANS 10400 - R:• GUTTERS AND DOWN-PIPES TO MATCH EXHIBITING.• ALL STORM WATER TO BE CHANNELED INTO GARDEN BY SPECIALIST.
WALLS: WALLS TO COMPLY WITH SANS 10400 - K:• 280mm CAVITY WALLS CONSISTING OF A 110mm INSIDE AND OUTSIDE SKIN WITH 60mm CAVITY TIED TOGETHER WITH
BUTTERFLY WIRE-TIES, 3 (THREE) PER m² AND BRICKFORCE EVERY 5TH COURSE. • CAVITIES TO BE KEPT CLEAN OF ALL MORTAR AND FLUSHED OUT AT THE END OF EACH DAY.• EXTERNAL WALLS TO MATCH EXISTING.• ALL INTERNAL WALLS TO BE SMOOTH PLASTER AND PAINTED TO OWNER SPEC.• THERE MUST BE A CONTINUOUS DPC AT SLAB LEVEL AND DPM AROUND ALL EXTERNAL DOORS AND WINDOWS.• "STRESSO" OR SIMILAR PRE-STRESSED LINTELS OVER ALL WINDOW AND DOOR OPENINGS WITH A MINIMUM OF 4
BRICK COURSE AND BRICKFORCE ABOVE.
FOUNDATIONS: FOUNDATIONS TO COMPLY WITH SANS 10400 - H:• CONCRETE FOOTINGS OF A STRENGTH NOT LESS THAN 10mpa @ 28 DAYS (1:4:5) UNLESS STIPULATED BY ENGINEER.• STRIP FOUNDATIONS TO BE A MINIMUM OF 700X250mm UNLESS OTHERWISE STIPULATED BY ENGINEER. • THE TOP OF ANY FOUNDATION TO BE A MINIMUM OF 500mm BELOW NATURAL GROUND LEVEL.
FLOORS: FLOORS TO COMPLY WITH SANS 10400 - J:• FLOORS TO BE 25mm SCREED ON A 100mm CONCRETE BED ON 250 MICRON DPC ON 50mm SAND BED ON WELL
COMPACTED HARDCORE.• FIRST FLOOR SLAB TO ENGINEER SPEC.• FLOOR FINISH AS PER PLAN TO OWNER SPECIFICATION.• HARDCORE FILLING UNDER SURFACE BED TO CONSIST OF EARTH, SAND OR OTHER ACCEPTABLE MATERIAL BUT MUST
BE FREE OF CLAY AND ORGANIC MATTER AND TO BE WELL COMPACTED IN LAYERS NOT EXCEEDING 150mm.• ALL PAVING TO MATCH EXHIBITING.• CEILING: TO COMPLY WITH SANS 10400 PART T4.13:• "NUTEC CEILING OR SIMILAR ON 38X38mm S.A.PINE BATTENS ON MAX 400mm CENTRES.
WINDOWS, DOORS & GLAZING: GLAZING TO COMPLY WITH SANS 10400 - N:• FINISH AS PER WINDOW SCHEDULE.• GARAGE DOORS TO MATCH EXHIBITING AND TO BE AUTOMATED BY SPECIALIST.• GLAZING TO BE IN ACCORDANCE WITH SANS 0400 PART N. OBSCURE GLASS TO BATHROOMS, ALL OTHER GLASS TO
BE CLEAR.• SAFETY GLAZING TO DOORS AND WINDOWS IN EXCESS OF 1m² OR LESS THAN 500mm ABOVE FLOOR LEVEL IN
ACCORDANCE TO PART N 4.4 OF SANS 10400.
DRAINAGE: DRAINAGE TO COMPLY WITH SANS 10400 - P:• ALL WASTE PIPE TO BE A MINIMUM 110mmØ.• WITH THE EXCEPTION OF INSPECTION EYES AND VENT PIPES, NO WASTE PIPES TO BE VISIBLE ON THE EXTERNAL WALL
SKIN AND MUST BE CONCEALED WITHIN THE WALL.• WHERE RODDING EYES ARE INSTALLED ON DRIVEWAY, OR THE LIKE, THEY ARE TO BE RECESSED AND COVERED WITH A
CAST IRON COVER-PLATE.• RODDING EYES TO BE INSTALLED AT EVERY BEND GREATER THAN 90°, ALONG PIPE LINES AT INTERVALS NOT
EXCEEDING 25m AND AT THE START OF EVERY WASTE PIPE RUN.• WHERE WASTE PIPE PASSES UNDER A BUILDING AND HEAVY TRAFFIC AREAS (MOTOR VEHICLE) IT MUST BE OF HIGH
DENSITY PVC ENCASED IN 150mm CONCRETE ALL ROUND.• ALL SANITARY FITTINGS TO BE INSTALLED WITH A TRAP TO COMPLY WITH LOCAL AUTHORITY REGULATIONS.• PLUMBER TO CHECK DRAWING FOR ANY TRADE DISCREPANCIES BOTH INTERNAL AND SUBTERRANEAN.
WATER HEATING:• 50% BY VOLUME OF AVERAGE HOT WATER HEATING REQUIREMENTS SHALL BE PROVIDED BY AN ALTERNATE HEATING
SYSTEM OTHER THAN ESCOM, SUPPLIED AND INSTALLED BY SPECIALIST IN ACCORDANCE WITH SANS 10254 AND SANS 10400 PART XA. ALL HOT WATER SERVICE PIPES TO BE LAGGED AND INSTALLED WITH INSULATING MATERIAL WITH A MINIMUM "R" VALUE OF 1. HOT WATER CYLINDER TO BE INSULATED WITH A NON COMBUSTIBLE LIGHTWEIGHT -"ISOVAR" OR SIMILAR APPROVED MATERIAL WITH AN "R" VALUE OF 2 TO COMPLY WITH SANS 1387.
LIGHTING: LIGHTING & VENTILATION TO COMPLY WITH SANS 10400 - O: • ALL AREAS TO BE ARTIFICIALLY ILLUMINATED.• ALL HABITABLE ROOMS TO BE FITTED WITH DOOR AND WINDOWS TO ACHIEVE A MINIMUM 5% OR 0.1m² NATURAL
VENTILATION AS PER 4.3.1.1.3 OF PART O• ALL LIGHT FITTINGS TO OWNER SPECIFICATION.
Electrical plug point on a ceiling racking system to owner specification
Electrical plug point on a ceiling racking system to owner specification
ELECTRICAL LEGENDWALL LIGHT
LED FIXED DOWNLIGHT
1800 DOUBLE FLUORESCENT LIGHT
LIGHT SWITCH
2 WAY LIGHT SWITCH2W
DP DOUBLE SWITCHED SOCKET 220V1300mm above floor
Scale
Date
Drawn
Checked
CLIENT DETAILS:
PROJECT DETAILS:
PURPOSE OF ISSUE:
Project Number Drawing Number
Revision
BJG
Client's Signature
Knysna Office:
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen&
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen
PL A N S U SA R C H I T E C T U R A L E R V I C E SS
COPYRIGHTThis drawing is protected by the Copyright Act No 98 of 1978 andmay not be used or reproduced in any form whatsoever withoutthe written consent of Plans R Us. The designs herein remain theproperty of Plans R Us unless otherwise explicitly stipulated in thecontract.
This is a CAD generated drawing. Figured dimensions havepreference over scaled dimensions and large scaled drawings supercede small scaled drawings.
CONTRACTORS NOTE:These drawings are issued on the understanding that competentand experienced builders will use them. Contractor is to verify andcheck all levels and boundary pegs on site, and check the sameagainst drawings before putting work in hand. Any errors,discrepancies and omissions to be reported to theArchitect/draughtsman immediately. All work and levels to bestrictly in accordance with SABS 0400 requirements and Councilregulations. No work to encroach site boundaries. Site is to bekept neat and all unnecessary rubble to be moved off sitetimeously. Levels of adjacent site are to be re-instated wheredisturbed after completion of work.
Existing Family Room Existing Bedroom 1 Existing Bedroom 2
Existing Bathr. 2
Existing Bathr. 3
Existing Bedr 3Existing Passage
Existing Dressing
Existing Balcony
PrepBowl
ELECTRICAL LEGENDEXTERNAL AUTO LIGHT
WALL LIGHT
LED FIXED DOWNLIGHT
1800 DOUBLE FLUORESCENT LIGHT
LIGHT SWITCH
DOUBLE SWITCHED SOCKET
TV SOCKET OUTLET
2 WAY LIGHT SWITCH2W
AL
DP
TV
CEILING MOUNTED FAN & SINGLE LIGHT
1200mm above floor
DOUBLE SWITCHED SOCKET350mm above floor
CEILING LIGHT
H.W.C. SOLAR GEYSER -geyser in roof space
DP
EXTRACTOR FAN
TV/FIBRE/TEL TV/FIBRE/TEL
DP DOUBLE SWITCHED SOCKET 220V1300mm above floor
SP2 PRONG SHAVER PLUG POINT
SCONCE TYPE LIGHTING FIXTURE
2W
2W
2W
2W
2W
2W 2W
SP
SP
SP
H.W.C.
TV/F
IBR
E/TE
L
TV/FIBRE/TEL
TV/F
IBR
E/TE
L
DP DP
DP
DP
DP
DP
DP
DP
DP D
PD
P
DP
DP
DP
DP
DP
DP
2W
AL
Scale
Date
Drawn
Checked
CLIENT DETAILS:
PROJECT DETAILS:
PURPOSE OF ISSUE:
Project Number Drawing Number
Revision
BJG
Client's Signature
Knysna Office:
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen&
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen
PL A N S U SA R C H I T E C T U R A L E R V I C E SS
COPYRIGHTThis drawing is protected by the Copyright Act No 98 of 1978 andmay not be used or reproduced in any form whatsoever withoutthe written consent of Plans R Us. The designs herein remain theproperty of Plans R Us unless otherwise explicitly stipulated in thecontract.
This is a CAD generated drawing. Figured dimensions havepreference over scaled dimensions and large scaled drawings supercede small scaled drawings.
CONTRACTORS NOTE:These drawings are issued on the understanding that competentand experienced builders will use them. Contractor is to verify andcheck all levels and boundary pegs on site, and check the sameagainst drawings before putting work in hand. Any errors,discrepancies and omissions to be reported to theArchitect/draughtsman immediately. All work and levels to bestrictly in accordance with SABS 0400 requirements and Councilregulations. No work to encroach site boundaries. Site is to bekept neat and all unnecessary rubble to be moved off sitetimeously. Levels of adjacent site are to be re-instated wheredisturbed after completion of work.
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen&
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen
PL A N S U SA R C H I T E C T U R A L E R V I C E SS
COPYRIGHTThis drawing is protected by the Copyright Act No 98 of 1978 andmay not be used or reproduced in any form whatsoever withoutthe written consent of Plans R Us. The designs herein remain theproperty of Plans R Us unless otherwise explicitly stipulated in thecontract.
This is a CAD generated drawing. Figured dimensions havepreference over scaled dimensions and large scaled drawings supercede small scaled drawings.
CONTRACTORS NOTE:These drawings are issued on the understanding that competentand experienced builders will use them. Contractor is to verify andcheck all levels and boundary pegs on site, and check the sameagainst drawings before putting work in hand. Any errors,discrepancies and omissions to be reported to theArchitect/draughtsman immediately. All work and levels to bestrictly in accordance with SABS 0400 requirements and Councilregulations. No work to encroach site boundaries. Site is to bekept neat and all unnecessary rubble to be moved off sitetimeously. Levels of adjacent site are to be re-instated wheredisturbed after completion of work.
Concrete roof tiles to match existing on 38x38mm battens on 12 mm shutterply on 150x50mm timber structure supported by posts as per engineer's specifications
Exist
ing
Dw
ellin
gEx
istin
g D
wel
ling
New aluminium windows to match existing
New concrete roof to engineer spec
2246
2366
Enclosed Passage
Existing Landing
Ground Floor FFL169130.0
First Floor FFL172130.0
03 Ground Floor CH171930.0
05 First Floor CH174730.0
New paving to match existing All retaining wall, dampproofing
and subsoil drain by engineer
All foundations to Engineer specification.
Floor Finish as per plan on 25mm screed on 100mmconcrete bed on min 250 micron DPM on 50mm sand blinding on well compacted hardcore.
Skim coated, 6.4mm Nutec or similar on 38x38mm S.A. pine battens on max 400mm centres
CONCRETE SLAB TO ENGINEER SPEC TIMBER WALKWAY AND DECK TO ENGINEER SPEC
Cement roof tiles (to match existing) on 38x38mm S.A. Pine purlins at 380mm centres on gangnailed roof trusses to manufacturers spec on 114x38mm wallplates fixed with galvanised hoop irons built min 600mm into brickwork and have cellulose fibre (Aerolite type or similar) of min 150mm with an R-Value of 3.36 as per SANS XA installed by specialist
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen&
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen
PL A N S U SA R C H I T E C T U R A L E R V I C E SS
COPYRIGHTThis drawing is protected by the Copyright Act No 98 of 1978 andmay not be used or reproduced in any form whatsoever withoutthe written consent of Plans R Us. The designs herein remain theproperty of Plans R Us unless otherwise explicitly stipulated in thecontract.
This is a CAD generated drawing. Figured dimensions havepreference over scaled dimensions and large scaled drawings supercede small scaled drawings.
CONTRACTORS NOTE:These drawings are issued on the understanding that competentand experienced builders will use them. Contractor is to verify andcheck all levels and boundary pegs on site, and check the sameagainst drawings before putting work in hand. Any errors,discrepancies and omissions to be reported to theArchitect/draughtsman immediately. All work and levels to bestrictly in accordance with SABS 0400 requirements and Councilregulations. No work to encroach site boundaries. Site is to bekept neat and all unnecessary rubble to be moved off sitetimeously. Levels of adjacent site are to be re-instated wheredisturbed after completion of work.
Existing Patio to be covered with slab and sunshade
48.48 m²
Covered Patioto owner spec
380
3145
380
2620
380
380 2560
380
2065
Existing Columns edge of slab above
Exist
ing
sew
er li
neC
onne
cts t
o ex
istin
g se
ptic
tank
bey
ond
Fullbore above by specialist
Fullbore above by specialist
Existing Columns
43.37°
46.63°
Angle of i-beam to be verified on site by specialist
I-beam above
I-bea
m a
bove
I-beam above
I-beam above
I-bea
m a
bove
I-bea
m a
bove
I-beam above
(Garage 2)
Cottage FFL169130.0
Cottage WP171713.7
fglExisting Slab
Existing column
Sunshade by specialist to engineer spec
38x38mm purlins with max 38mm gaps
Concrete flat roof to engineer spec. Fall to fullbore outlet to engineer spec by specialist.
Covered Patio
Exist
ing
Dw
ellin
g
Existing Foundation
I-beams to engineer spec
2400
50X152 timber frame with 38x152mm rafters at min 1050 c/c
Scale
Date
Drawn
Checked
CLIENT DETAILS:
PROJECT DETAILS:
PURPOSE OF ISSUE:
Project Number Drawing Number
Revision
BJG
Client's Signature
Knysna Office:
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen&
Pr.S.Arch.T. - Reg. No. ST0685
Bryan J. GillbeeArch. Drght. - Reg. No. CAD41217798
Sheldon van Onselen
PL A N S U SA R C H I T E C T U R A L E R V I C E SS
COPYRIGHTThis drawing is protected by the Copyright Act No 98 of 1978 andmay not be used or reproduced in any form whatsoever withoutthe written consent of Plans R Us. The designs herein remain theproperty of Plans R Us unless otherwise explicitly stipulated in thecontract.
This is a CAD generated drawing. Figured dimensions havepreference over scaled dimensions and large scaled drawings supercede small scaled drawings.
CONTRACTORS NOTE:These drawings are issued on the understanding that competentand experienced builders will use them. Contractor is to verify andcheck all levels and boundary pegs on site, and check the sameagainst drawings before putting work in hand. Any errors,discrepancies and omissions to be reported to theArchitect/draughtsman immediately. All work and levels to bestrictly in accordance with SABS 0400 requirements and Councilregulations. No work to encroach site boundaries. Site is to bekept neat and all unnecessary rubble to be moved off sitetimeously. Levels of adjacent site are to be re-instated wheredisturbed after completion of work.
