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GENERAL NOTES:
•
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Sheet Name
SITE PLAN GROUND STOREY PLAN FIRST STOREY PLAN ROOF PLAN GROUND STOREY PLAN-ELECTRICAL GROUND STOREY PLAN - LIGHTING FIRST STOREY PLAN - ELECTRICAL FIRST STOREY PLAN - LIGHTING GROUND STOREY & FIRST STOREY PLAN - HOT WATER RETICULATION,FENESTRATION & ENERGY CALCULATIONS GROUND STOREY DIMENSIONAL PLAN FIRST STOREY DIMENSIONAL PLAN SWIMMING POOL DETAIL SECTION A-A & B-B SECTION C-C & D-D SECTION E-E & F-F SECTION G-G, H-H & TECHNICAL DETAILS ELEVATIONS - NORTH & EAST ELEVATIONS -WEST & SOUTH WINDOW SCHEDULE 01 WINDOW SCHEDULE 02 DOOR SCHEDULE 01 LOUVRE SCREEN SCHEDULE 01 LOUVRE SCREEN SCHEDULE 02
Revision Revision Number Date
C EXISTING NEW WORK TOTALS:
EXISTING NEW WORK TOTALS:
COVERAGE F.A.R. TOTAL AREAS:
LEGEND TOTAL
EXISTING GROUN FLOOR
138m 2
PROPOSED NEW BASEMENT
PROPOSED NEW GROUND FLOOR
TOTAL (Excludes water features, garden yards, landscaping elements) N/A
102m 2
PROPOSED NEW FIRST FLOOR
197m 2
SWIMMING POOL/ WATER FEATURE
80m2
437m 2
SITE AREA 1100m 2
PERMITTED COVERAGE 50% Project status:
ACTUAL COVERAGE 47%
SITE PLAN
PERMITTED FAR 1.0 (1100m 2)
ACTUAL FAR 0.39 (437m 2)
NUMBER OF BUILDING STOREYS 2 Issue date:
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality ZONING INFORMATION USE: SPECIAL RESIDENTIAL HEIGHT: MAX 2 STOREYS Excluding Uninhabited Basements & Architectural Feature elements COVERAGE: 50% BUILDING LINES: 7.5m FRONT,2.5m BACK & SIDES ERF SIZE: 1100m² Scale: As indicated
STAMPS:
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
Revision Schedule Revision Description
AREA SCHEDULE: BASEMENT
2nd FLOOR
G.FLOOR 138m 2
1st FLOOR
102m 2 197m 2
240m 2 197m 2
3rd FLOOR 4th FLOOR
47%
0.39
437m 2
Y AR
D N
New Proposed Residence for (ANDILE ZULU)
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
D
SHEET LIST
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
WORKING DRAWINGS
2023/08/01 13:24:19
Clients Signature
Engineers Signature & Reg No.
Architect Signature & Reg No. Project number:
P10
Drawn by: Checked by:
Drawing number:
DO JW
WD 100
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
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L pe and r s sc pe ap ci ing al is as t
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0
0
E
WD 304
18
60
SE
G-G
0 04
-255
50
30
EXISTING DINING ROOM
-700
be m
-255
MH
0
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D 2
0
-510
U/s slab @ 3005mm afsl Non Slip Tiles
22
13
W 3
30
52
12
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Non-habitable room
80
11
14
RE
-595
17
10
16
U/s ceiling @ 2550mm afsl Tiles
-170
0
-415 -425
9
15
W 4
EXISTING SCULLERY
-425
-170
30
8
D 17 3
70
F-F
18
EXISTING PORCH
20
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W 5
76
WD 211 303
7
U/s ceiling @ 2550mm afsl Non Slip Tiles Existing Door -170 to remain unaffected -255
23
0
6
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6
EXISTING DOUBLE GARAGE
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1
U/s ceiling @ 2550mm afsl Tiles
50
Y AR D N U
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UP
Existing Door to remain unaffected
La
U/s slab @ 2875mm afsl Non Slip Tiles
COVERED CAR PARKING NEW STAIRCASE LOBBY
U/s slab @ 2720mm afsl U/s Ceiling to Rafter Tiles Aircon by Specialist -160 -170
-595
38
BO
W 1
U/s ceiling @ 2550mm afsl Tiles
EXISTING KITCHEN
TY R
C-C
to 's d dp te w c R ffe g na tin u is in Ex ma re
22
EXISTING W.C
-170
PE O
U/s slab @ 2835mm afsl U/s ceiling @ 2650mm afsl Tiles
U/s ceiling @ 2550mm afsl Tiles
Existing Door to remain unaffected
PR
DOUBLE GARAGE
EXISTING BATHROOOM
U/s ceiling @ 2550mm afsl Tiles Existing bathroom 0 remain unaffected
l al
0
W 2
0
U/s ceiling @ 2550mm afsl Tiles 0
w
IE
Existing bathroom remain unaffected
Existing Door to remain unaffected
m
D 1
RE
EXISTING BATHROOM
E
-510
Existing Door to remain unaffected
U/s ceiling @ 2550mm afsl Tiles Existing Door to remain unaffected
N
2
20
-170
PASSAGE
Existing Window to remain unaffected
22 0
6 .8 30
WD 303
10
0
U/s ceiling @ 2550mm afsl Tiles
EXISTING LOUNGE
LI
E-E
EXISTING BEDROOM 2
U/s ceiling @ 2550mm afsl Tiles
Existing Door to remain unaffected
G
80 45
-160
IN
22
W 7
Existing B.I.C to remain unaffected
Existing Door to remain unaffected
D
W 9 Existing Window to remain unaffected
t is al ci ol pe po r s ng pe mi as wim ng s ki er ec ov r d ng be ha tim ver of e o ge av Ed o h T
GROUND STOREY PLAN D 1 W 24
D 2
U/s ceiling @ 2550mm afsl Tiles 0
0
N
-170
EXISTING BEDROOM 1
33
N WD 304
t is al t ci lis to 0 pe ia w 5 t e c l s rs i do t 67 pe ho al in h pe n ci rs s W ig e a he m pe la M sp ew l 5m ne N te 2 or r as n 1 l f pe g pa Li 2 n d 90 ne as ki @ un 23 pa nk ec ro ss ta rd ur ce tic 0 be ts 0 Ac pec 22 r t tim ee 86 s oo h sh of l 30 D ig he m ge ee ew l 5m 0 St Ed N te 2 n 1 62 Li 2 ew N @ ab sl m ld m ho 85 res ry o th t st e is 00 ar v al 60 le bo er ci b C a er pe tim p 23 ow rs of as W ind t pe e g s i w g in ist as al 0 t ar 2 ci Ed ck ial lis ng ul 53 pe de pec ia ki ng ti te r s s ec ec l ta ul p re pe ai rd ec h M to te r s nc s te et be re pe t R it ls ail re t d co a nc s as n w rbe et tim o fing nc lis co g a ec m o d of co ia r-n o o e g ec Pr olu er C ers te ro fin dg tin sp r-n o C y ne an rp m o e E Pl ate oa to m to La ngi nt pr s. Fl se 00 m w W la er nd E el t m o d u P l n a e ew ca : 3 0 ro W pa Be ct e N air ds 17 ur ist S T ffe ov I st ea rs: t s al a i P ab st SH lsit Tr ise ee ec K un m A R ia ng li sh p il in l m pi cia rs 0 ec e ta SO a e 0 m t d ee e 50 p ca pe s d e x re 12 St as p un ds r s cr rs 50 by d an e rro t on ee d g ew l p n L u c s i n u N ane ze fin t s ial as m ngi ro ni o p t ur ist ee ec va ro lis nd 0m E s l h 3 t s al rp sp ia to en ia ou e c c r e G te x3 n el r r e e t r a e l te pe w G sp 30 m su lis sh p ia s u S 3 l l s t a i r nt a w te ng er co ee e ee ec l ew l de ils tti s p do re m w te St s p ia N ne sh p il si ta s n i nt nc 0m ge do e m w la Pu g a re de el r pa e ta e e W e d e f t e in cr m e r l n ils t co 2 t d p 7 e i d e N e n s o t i W on 20 p S si ta s an pe 1% cr s ew /s 2 d lo a ai c 7 a s r G e e a p N U @ te w cia on e Screed to ew /s 2 ch sc ge ew l rr d n e d n e t e e i r o c i b te d e u t n s N U @ o N e o a ra sp an at iai towards m gi an sl tt j to ab p r ag L m En nw ec la to in 0 i sl t Bu i u ra ist ra sp 33 to irc hp r d ial ar to C tc 0x n e c m a ul it c 33 olu at pe am 00 irc hp e c nw s C atc 55 ai er te b c R p as cre ove il ng n e st vi r i co ab eta e ag ial pa t d s n i m m m sd n of al ai ec u m e ci er t 0m 5m er dr sp g 0 ed 5 g n at lis b 0 pe 51 49 ine er r si 1 w Ed y s 2 n s te l w cia 86 at pe sed ace il i 0x 2 ng do re m w s b pa d o rf ta 30 ee e n a 33 s @ E n m c e i i p e m u s st sp a n of U/ 5 to W on 65 : pe as Ex s d R ai ss y s c e 6 c e i 0 -6 le r b ne e 5 m gat eer ch ew /s 2 ot e p en nd 22 as t e d in e Li ov l -2 n N U l, @ r 5m re gin lis ts t ta lov e ag be ou o b un by ai ab ve t 8 u l g t a a S r s s i i l n a i t n r o g i ro l l ilt de le a E s sp ec ea ra t su r s ia ur ist bu r's ea to Pl l d ing te te sp nd er be ec t s al i u e r be ee d s p Al ild re rf im sp ee c cr e ro e u c p r T r e t h n p to in n a to a am b n s s e ng n h r pe co as su lis at be co il el r ur E io is rio o g eet cia a e te pe W at o at fin p e -n in te et ret e S h r fe r t cul & rm as c v l re d te cap l s sp ls f ew el er cto ti g fi nc ers on bo tai al il el an s ee er N t n a c o a at ra re fin on w c Pl and St s p ge lis /S ne m m de . l k et pa W nt gs, roo - c t ls m gi L w la rd er d ai na ia m m rs is ric d 0 n co tin rp ist n. s e b te et ai ec ne ya s p an al 0m E N ne 10 65 ee er l 31 fit ate ial tio i ci re d dr sp g a m pa 0 ils x5 26 in 33 to pa ta ne 30 in g i w ec lla e e m nc ers pe a x 0 er r e n t t S s t n 86 H it at pe sp sta co ne lo ga e 20 ng re d rs 30 m f 33 s @ o E E s u c S 30 2 E 3 l r s / t N f c g t d ns in m gi pe nw as on ee m ial to LI co e o e U 25 te el in lis tio m n s ai n c E c 0 n 0 S a n R hai re G ck ia a 0m e :6 on m gi Li bov l -4 33 to ng lo pec cific nc mm c IN m n x5 sp 60 . 1 ti e E D a 0x mn api 0 s e co 65 v l in ec r 50 by 75 IL le c 33 lu 33 to ai sp m 6 m n pe t t 2 U x Y n n e ) ed g s s e t e i co nds o B iz ofin 0m @ 30 um ip c a ns re d al i n 1 3 AR r l k s m d c p o s o r c i 5 La / t e 5 n l n D i e e va ro co an t 2. 0x U 5 N al rp co ne ou so ew T ica sp r s G ate U r 33 ve -42 il m ngi C to s tic ecif ur t w te w pe of abo el eta t s ialis 0m E do e m PV ll ep p BO r v h s d s e a t c 3 S n u o m c i f i a ne t le e 3 w s Ø 0) t to il & Li am e ers sh spe W con 690 TY 0x n ng k s i e m 1 m a R be ov ne p el r ac cc 33 lu ew /s 2 m 1: ec et l a t n 0 . ab ngi Ste pe d t a N U c s @ al il PE co s w ta 11 ax on st E C in lis ds l to b a i O a V e cia al e st ew l (m o c ial an ck de sl i P v i w L N ne PR u ag ial al pe (T ec br rs g n v s i e c p pa Ø n i m s a e m m nt r ne 6 dr sp ain m e pe 0m gi v 0 .8 er r ret tail y s 22 En at pe 11 a l a il e k 30 w to ta 2w ane nw as ric rs d do e b ai n p in d R ai m ee w list ch 0m gin et ia 22 En he ec l s sp to ee to st nd ew u N urro s -160
Existing B.I.C to remain unaffected
IL
WD 304
ith w s y ga ed pl d g m re 8k irm co ste 4 in th nf o i . to gi 2x d c n re r. se w e ed s b t tio y to lo ge to cha asli la b c c a i n al 7 tra n c . st 08 n e le of tio re ec in 0 co be ab ro si s a sp 1 / k t po e r as S is to c le G N ial rs lo tib e pip pe SA pec nde ted bus cag ny as s yli ra m e a e C erfo -co rag ore valv p n to ef n no s s e b tio a it a G s in on erm T
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2 20 956
Existing Window to remain unaffected
EXISTING HOUSE TO REMAIN UNAFFECTED
U
-255
1
-160
g in in ta il re a k et ic d br rs m nee 0m gi 22 En to
-425
0
6 80
B
956 H-H
U/s slab @ 2295mm afsl Non Slip Tiles
EXISTING PORCH
5m
20
D 2 -255
0
E
64
14
A C
. 35 WD 211 302
2.
WD 301 211
m P ER 0 63 10
B-B 2
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PR to 's d dp te d w c un R ffe t g a rro n t is tin u su lis al is in ci et cia Ex ma pe he e p re rs ls s r pe d ee e un St s p as a rro t ew l ng su lis N ne pi et cia pa ca s he pe nd ls rs La ee e St as p ew l N ane p
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WD 301
t is al ci pe rs w e t pe do e m in cr m as W on 65 s t c 6 la f ew /s 2 el N U rs @ /S be to lab rd er d im s a n p T y a g as s n in e ail ai os at t ch cl g de s lf g st on ge n i i Se cki ial at na ai t lo ec ific dr lis sp ec er cia sp at pe nw s ai er R sp a
l ai te et re d nc ers co ne m ngi 0m E 33 to 0x mn . 33 lu co em . st ist l sy cial al w ge pe g na s in ai er in il ta il dr p ta re a er as k et de at e ic d w yp en ist br rs rm t rd al m ee to ing ga ci n l s rat to pe 0m gi tia g in r s 22 En en & e pe to id el arg s es nn h a R ha isc gs C o d ittin T ll f A
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La
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WD 302
t te ge lis re na ia nc mm ai ec co 65 dr sp m 6 er r m 2 at pe 10 s @ nw as x5 U/ to d ai n 30 ve 425 il R ai un 3 ch rro t of bo l ta e e u s a i v d t ne t s ial le lis Li eam ve ers ee ec ia b o ne sh sp ec ab gi p el r te pe En rs d S s pe a un s ew l ro a N ne ur ist g pa in t s ial ap ee ec sc sh sp nd el r l & t. te pe La er ne lis S as at n a w ha eci ew l N ne rm C p en st pa to . r s rd ali l s tem pe ga ci tia ys s to pe en s a in r s id ge pe e e es a ty rg p R rain ing cha as d at is gs gr o d ittin T f il l Al eta d
l ai te et re d nc ers co ne m ngi 0m E 33 to 0x mn 33 olu c
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AR D 2
GENERAL NOTES:
WALL LEGEND:
E-E
WD 303
•
NEW BRICK WALLS
NEW CONCRETE WALLS - CLASS 1
NEW DRYWALLS
EXISTING WALLS
-595
33 0
• •
•
•
•
•
•
• •
•
Revision Revision Number Date
EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:
B-B 2
WD 301 211
Project status:
Issue date:
Scale: 1 : 50
STAMPS:
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
Revision Schedule Revision Description
-595
74
40
AREA SCHEDULE: BASEMENT G.FLOOR
2nd FLOOR 3rd FLOOR 4th FLOOR
P10
Drawn by: Checked by:
Drawing number:
DO JW
WD 200
1st FLOOR
COVERAGE F.A.R. TOTAL AREAS:
D-D
WD 302
40
1 10
-255
New Proposed Residence for (ANDILE ZULU)
C-C
WD 211 302
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
Y AR D N
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
WORKING DRAWINGS
GROUND STOREY PLAN
1/6/2023 3:27:19 AM
Clients Signature
Engineers Signature & Reg No.
Architect Signature & Reg No. Project number:
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
WD 301
W 9.
2750 2580 2
2750
3 48
0
BEDROOM 2
2760 2750
D 8
D 9
U/s Ceiling to Rafter Tiles
BEDROOM 1
3300
C-C
WD---211 304
U/s Ceiling to Rafter Tiles
13
PASSAGE 1
D 10
2750
2750
3300
40
BO
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N
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3300
3300
2295
2750
2750
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W 17
M O O ter
11
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2750
MAIN BEDROOM
U/s Ceiling to Rafter Engineered Timber
Aircon by Specialist
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2410 2750
Aircon by Specialist
0
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R f H Ra ber T A to im
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2750
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Open Timber Decking 2665
W 8
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BALCONY 1
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00
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WD 304
12
2750
ew
2750
2750
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G-G
2750
0
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2760 2750
22
15
0
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2750
N
2580
80
WD 303
14
15
3 be 30x am 51 to 0m En m gi con ne c er ret s e de ta il
3300
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70
2750
2730
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Aircon by Specialist
W 13
P
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W 31 15 27 65 ab 50 m ov to m a e U En bo /s gi ve @ Sl ne le id er ve er s l de ta il
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2750
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NEW BRICK WALLS
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Revision Revision Number Date
EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:
WD 301 211 B-B 2
Project status:
Issue date:
Scale: 1 : 50
STAMPS:
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
WD 304
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Revision Schedule Revision Description
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Drawn by: Checked by:
Drawing number:
DO JW
WD 201
1st FLOOR
COVERAGE F.A.R. TOTAL AREAS:
WD 302
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New Proposed Residence for (ANDILE ZULU)
WD 211 302
C-C
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
D 6
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
WORKING DRAWINGS
FIRST STOREY PLAN
1/6/2023 3:27:27 AM
Clients Signature
Engineers Signature & Reg No.
Architect Signature & Reg No. Project number:
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
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N 4 o r O e n f o i R re r ST W te e n o o LO on LO L @ n cre sp r d pe ate A to 0m pa ew d pr rs er 7 o f T 880 cr t a O s E 1 m E ec ra cia r re 2 t oo En XI e e 76 er to s 5x f T il IN F ne S LO U W l ia in ra ngi 0° te R ST de 5 il e t p f 3 R gi con e 4 i N l E n G lis ag ist d side r o s 30 Li O 0 as el IN W fte ne & 4 Ro o oo n ta 0m es ( ne c g b U G n E t O e G g n x ea 5 En e at rs er 5 o f T W fin in il. m as 8m er ret pe sh N F ch eta tia E R re xis er to s °.O f T il 1 2 o o m e s e e g O g i G r p l p 0 . t n f l ai m in in 2 pr E de n ile es O C B de sp et s by ers 5 ur er ) to m Pl n s E F ai g ee 2 oo n ta 7 s ( 1 m 0 E l ta e i s T u 0 E a n B sp sp x1 ns p W n rs m O fin gin il. 5x as 23 B LO il ng co cia rro En 50x un par EL N at te ec ec 50 to ec R de m g ee on 50 p m 2 E E a in nc lis un 1 E r a g e i p pa ew i i a by rs 5 m er ) M al fic m L X ffe e in 50 ee re t rp c W ta br l O d i A 0 m i s t e ne S O i o il ck IS ro n st at IN ct w rs te sp sp x1 m sp t er CF W & R i o t e ls tee W c o p e U s L TI ec ec 50 u c de fin re d all EX ns imb sp wa N sp oo as l s de C A ia ifi m rlin ial to ta g te ff N . er ec lls 15 e F he lis ca m s is s t il p a FE ci as ai te TE be G ifi be er e t s En 0x 5 t t f l t i c C i t c e o L t o 0 l p c i & o i m a 1 l T s D l gi 5 at a ns b E x er w R ED pe su tio ow sp gu En ine ne 0 Ex io bo IN . er N W ngi 150 sp ns to ci rro t e o n t g er CF t a i E n e a c A f s rd o st al un ec IN in 2 ee mm ifi rs t s L E a e i i X r e L n s 2 C ia ca to em g G s a rp rs t de C er 0 G t d X I o lis s p S m P r t i C n G IS s bo ree ta st io oo sp m ai ra er p t o R T c 15 O de m i ns b 1 il ee n e @ n r A T re x e n fin ec e m r IN O & l un nwa En 0x O ta br qu s sq R IN En 50x En 2 cre ete an sp g ifi r ra sp gu O il ick 0 15 a G L t g A 1 t c ire as ua b e e r g gi ° e R u & f f a in 0 a 5 ec tte G y f c r M t in 0 fa ia ec g G tio er D d pe re ee C W fte ne & 4 Ro oo sp wa K s e ifi rs c u pe n s te t to r m E er CF EC D tu lis at rs er 5 o f T B I ca to ec lls 33 rs FL t s t T d t o f s e re ci . er to s °.O T il be sp od O E LC B tio ifi be de C be 0x r C d a d s r p e K i ca l L U . e l l e E E ns co eci ula n r i s e H ta st am 51 st oo n ta 7 s ( ta st O tio ow B L il ee B nf ali r p E g e 0 i 2 i l& e fin in l. 5x as 3 W & l O L ns to to m irm st. la E N l o m e 5 g E sp gu W n 0 pe 2) sp gu En m L e ed Irr stic b 4 B r m O y s 50 m r s 56ec tte ec tte gi con F E s by iga tra s r A W ne c ifi rs 0 ific s pe pe x15 p pe L E S L c r t at o sp tion y p er et at to O ci ci 0m url cia re xis ra c re io 10 L O s e f a i ec s la i o i t W l n m i c e ns lis a m s is de nw d ns 78 F ia yst nte ai ing t tio ti to t R ta lis e t a 0 n o p R m O A t n i a e t m l un r sl dd O s. be sp oo r 6 w a F o 4 F ou p af p i A h r ec f fa t 50 fe et er ion LL tle e 1 ifi sc P ct w e a tc % ca ia e O a E r l Ja lea eq w d ll ha to tio b F X E En pa se t a ui te o R R G ns oa in wa I X r S O Ar gi ne no a ed rp A ch in rd Ex as rd I O T ch ne se te S r 15 R IN s ai wa F oo 33 u i s pe as T ite er Ir : n n A En 0x te fin 0 af tin t I a G ct to im o r m pe N 3 G r s g gi 15 r pr di oy G pe dra be 30x ne 0 E D spe fecteg par an sp io sc a C 5 e i r c a O e u n P SC d a r t u st B m 10 s a rs FL fa cia 12 A o ss yle EL UB ialist . Ex pet ct li to m de C pec ge 30 co d r S U s u m ia En ta st re t m eta oo SA O LE insp istin wall LL lis il ee r. C pl il f. gi con S W & t ec g w to et in l ne c 33 ER W G ca ircu sp gu io g re tio a re e 0 E R E n w tc la I t e rs te M n ter ma Y oo x ci ter ith hp r s r i R 1 de pr in fic s em st 33 pe f M B it rai i oo f t ch ain B n a t o ci as be 0x ai to nw I ai g E t N i f ai wa fin E o l n c i am 51 p c sp at L n i n te G LO at a g un ar s G O 0 ec er as r b i a on o to m af p P pl ree W ia re m W a e pe dra f s rd En O ec t lis si Ir an n as r s in t d de O te wa gi con co riga ter sq as n pe ag d ll p n u L e c n b e t e pe ta tia to fir ion ox are er ret ci e r B ils l m al m s e m rs s e E E is a C s e d nu pe d ys a od et t LO to xis 17 on by te s p u ai fa cia re tin cr m l 0 d l c a W sp r er r m gr et m et tu lis o e ai a m a t p e re ec q sp la ut il n in r s r u c l ia ir ec st o e . 1 un wa o ts at n of R 50 lis e ia ic c o . af te c d 2 t W h X l t ( o r W i r % et 2m fe r g to st a to an 50 fp a a y . ct u e t be te fa r ²) En ne m er eb ed tt l Pl o r l m p l er p b g o t ro le N ro ow f in rai lip Ja ea s e o t s e o R pa w fin a En pa se er nw pe fin ar o E ne S C esi g sp s at d Ar gi ne no g ds ng t h e d b e ls e To a de by ra in ch ne se te et r s y er 2. n n 92 as l s in ee A ite er Ir : sp s a s 5m p il o ll dis nel tial pe w rs he 80 ct to im ec pe p f u a itt ch & st er e ci te t B pr di oy ia cia in a g o al r U lis lis sp t su io sc a R gs rg ra rm i IL s M r e t s e u t t r C si D t t r c s as e in ting wa y o A o h ia u s le IN To a de c I l d pe to ty ter n o n i G N st d Al d ne nti m eta roo r s ga pe dr R LI 20 l f is l al p B f i le lin . 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GENERAL NOTES:
•
• •
•
•
•
•
•
• •
•
Revision Revision Number Date
EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:
Project status:
Issue date:
Scale: 1 : 50
STAMPS:
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
Revision Schedule Revision Description
90 15
2750
AREA SCHEDULE: BASEMENT G.FLOOR
2nd FLOOR 3rd FLOOR 4th FLOOR
P10
Drawn by: Checked by:
Drawing number:
DO JW
WD 203
1st FLOOR
COVERAGE F.A.R. TOTAL AREAS:
2750
2665
New Proposed Residence for (ANDILE ZULU)
2750
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
2750
5311
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
WORKING DRAWINGS
ROOF PLAN
2750
1/6/2023 3:27:36 AM
Clients Signature
Engineers Signature & Reg No.
Architect Signature & Reg No. Project number:
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES: •
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• • • • • •
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Revision Description
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COVERAGE F.A.R. TOTAL AREAS:
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EXISTING SCULLERY
EQ
EXISTING LOUNGE
(H Sp ea p e t & lum cia pum ex bi lis p H ac ng t to / g pi ot t r fix fe e w eq tu e ys cl pe a au s te u r d e se to r in ire es Gr r) s c 4. om sta me as ou ize 1 i n & ply llat nts ndi d F as as ca lo pe Sa w ion ns ith a p ted or r 10 SA nd er s . F p itt 25 N ho 4 S1 t w ecia ing 04 a l s 00 ter ist XA
U/s ceiling @ 2550mm afsl Tiles
EQ
EXISTING BATHROOOM 3 m²
2X SA 3
EQ
EQ
N
PI PL G U
EQ
2X
U PL F O O G PR PLU ER IN TH 3 P EA A W XS 2
EQ
NEW STAIRCASE LOBBY U/s slab @ 2720mm afsl Tiles
3 N
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50 29
SA
G
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00
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3
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PL
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EQ
EQ
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SA 3 N PI
New Proposed Residence for (ANDILE ZULU)
LU
G
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EQ
EXTERNAL POOL DECK Open Timber Decking
60
59 EQ
Y
COVERED CAR PARKING
S T U SH FF O
m
IT T N N U OI INT T G P N U G PO OI PL LU G P R P U G O N PL U O PI N PL I as FL 3 P A te 2X 2 AT si tion 2X D on a c loc 2X tb e n ur tio it si urn Po er f p
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3
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LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
P
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U/s slab @ 2875mm afsl Non Slip Tiles
TY R E
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W 2X EA SA TH 3 ER PI P N RO PL O EQ U F G P
0
U/s slab @ 2835mm afsl Tiles
2X
22
29
DOUBLE GARAGE
SA
IT T N N U OI INT T G P N U G PO OI PL LU G P R P U G O N PL U O PI IN PL as FL 3 P A te 2X 2 AT si tion 2X D on a c loc 2X tb e n ur tio it si urn Po er f p
2X
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:
WORKING DRAWINGS
GROUND STOREY PLAN-ELECTRICAL
Issue date:
1/6/2023 3:27:41 AM
Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:
GROUND STOREY PLAN-ELECTRICAL SCALE 1 : 50
1 : 50
Project number:
P10 Drawn by:
Checked by:
Drawing number:
DO
JW
WD 204
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES: d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m EQ to 60 @
EQ
Garden light as per specialist
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• • d te h ec itc nn w co t s l ht igh afs lig /n p y m Q U da 0m E to 60 @
To be on day/night switch
•
• • • • • 30
29
• •
EQ
ce ilin g o in t
PE TY
R
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AR
ha
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nn
BO
LE D
Y
00
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Revision Revision Number Date
5m 35
X3
Revision Description
Garden light as per specialist
EQ
d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m to 60 @
64
. 35
m
Revision Schedule
To be on day/night switch
ER
P
O
PR
Garden light as per specialist
60
TY
BO
AR
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N
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Garden light as per specialist
Y
m
EQ
6 .8
To be on day/night switch
•
30
d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m to 60 @
To be on day/night switch
STAMPS:
EXISTING DOUBLE GARAGE U/s ceiling @ 2550mm afsl Tiles
To be on day/night switch
00
60
Existing lighting & light switches to remain unaffected
ce to in
POOL PUMP ROOM
se
d
U/s ceiling @ 2550mm afsl Tiles
U/s slab @ 3005mm afsl Non Slip Tiles
-r
ec
es
Garden light as per specialist
el nn
AREA SCHEDULE: EXISTING NEW WORK TOTALS:
EQ
m 5m
LE
2
U/s ceiling @ 2550mm afsl Tiles
D nn
ha
C el
10
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5m
m
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to
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in Garden light as per specialist
35 90
P
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New Proposed Residence for (ANDILE ZULU)
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ed
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to
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Garden light as per specialist
lin
g
g
lin
70
i ce
23
To be on day/night switch
EQ
C D
ha
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C
as ht ig t t l lis an cia nd pe Pe er s p
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5m m
80
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as ht ig t t l lis an cia nd pe Pe er s p
le
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ng
m
m
To be on day/night switch
P
ss
ed
la ee st
ec e
g
lin
i ce
se es
C
m
-r
3rd FLOOR 4th FLOOR
to
in
ec
Downlight as per specialist
To be on day/night switch
NEW STAIRCASE LOBBY
Downlight as per specialist
in ed
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
ha C LE
2
EXTERNAL POOL DECK Open Timber Decking
D
0 86
To be on day/night switch Garden light as per specialist
to
t gh ni sl y/ af ht da m lig to m al d 00 rn te 8 te ec @1 Ex nn h 80 co witc 27 s
ce ilin
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10
54
35 X3
5m
m
00
33
50
nn
34
el
-r
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1
to
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EQ
U/s slab @ 2835mm afsl Tiles
Downlight as per specialist
2nd FLOOR
EQ
-r
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d
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EQ
el
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00
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T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
-r
60
Y AR D N
U
BO
To be on day/night switch
ilin ce
35 X3 5
4 .6
m 5m X3
TY
R PE
O
00
17
@
PR
U/s slab @ 2875mm afsl Non Slip Tiles
se d
X3 5m m
COVERED CAR PARKING
35
m
d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 00m to 6
6 .8
30
P
O
PR
BO
AR
D
N
U
-r
00
ec es se d
20
EQ
35
d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m to 60 @
Downlight as per specialist
DOUBLE GARAGE
1st FLOOR
U/s slab @ 3005mm afsl Tiles
nn
8 X1
U/s ceiling @ 2550mm afsl Tiles
35
Downlight as per specialist
ha
EXISTING BATHROOM
18
18
EQ
Garden light as per specialist
G.FLOOR
COVERAGE F.A.R. TOTAL AREAS:
MUSIC STUDIO
C
Existing lighting & light switches to remain unaffected
EQ
To be on day/night switch
D LE
U/s ceiling @ 2550mm afsl Tiles
m 5m
EXISTING DINING ROOM
U/s ceiling @ 2550mm afsl Tiles
Garden light as per specialist
X3
U/s ceiling @ 2550mm afsl Tiles
EXISTING BEDROOM 2 To be on day/night switch
35
PASSAGE
Downlight as per specialist
ec -r
00
Garden light as per specialist
EXISTING NEW WORK TOTALS:
BASEMENT
EQ
X3
m
35
5m
X3
EXISTING KITCHEN
U/s ceiling @ 2550mm afsl Tiles
To be on day/night switch
EQ
1
EXISTING BEDROOM 1
35
LE
D
C
EQ
Existing lighting & light switches to remain unaffected
ha
00
U/s ceiling @ 2550mm afsl Tiles
20
To be on day/night switch
EXISTING SCULLERY
EQ
ilin
g
EXISTING LOUNGE
d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m to 60 @
Garden light as per specialist
EQ
g
Garden light as per specialist
Project status:
WORKING DRAWINGS
GROUND STOREY PLAN LIGHTING d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m to 60 @
To be on day/night switch
Issue date:
1/6/2023 3:27:46 AM
Clients Signature
00
60
Garden light as per specialist
Engineers Signature & Reg No. Architect Signature & Reg No. d te h ec itc nn w co t s l ht igh afs lig /n p y m U da 0m to 60 @
Scale:
1 : 50
Project number:
P10
GROUND STOREY PLAN - LIGHTING SCALE 1 : 50
Drawn by:
Checked by:
Drawing number:
DO
JW
WD 205
REV
00 30
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES: •
STAMPS:
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• • • • • • • • • •
Revision Schedule Revision Revision Number Date
60
30
MAIN BATHROOM
Revision Description
U PL N PI T 3 OIN T SA A P IN 2X AT PO D SB U
U/s Ceiling to Rafter Engineered Timber
G
00
30
30
44
U PL N PI T 3 OIN T SA A P IN 2X AT PO D SB U G
U/s Ceiling to Rafter Engineered Timber
30
00
12 00
G U PL N N PI NT O 3 OI T TI SA A P IN EC 2X AT PO N D SB ON U VC T
G U PL N PI NT 3 OI T SA A P IN 2X AT PO D SB U
EQ
MAIN BEDROOM
EXISTING NEW WORK TOTALS:
3
PI
N
00
PL
34
U
G
AREA SCHEDULE:
2X
SA
EXISTING NEW WORK TOTALS:
PASSAGE 1
U/s Ceiling to Rafter Tiles
BASEMENT
G.FLOOR
1st FLOOR
2nd FLOOR
3rd FLOOR 4th FLOOR
EQ
COVERAGE F.A.R. TOTAL AREAS:
00 10
U G
SA 3
2 D XS U AT A SB A 3 P PO PO IN IN IN PL T T U
EQ
G
PL F O O G EQ PR PLU ER IN TH 3 P EA A W XS 2 2X N
PI
EQ
PL
U/s Ceiling to Rafter Tiles
U/s slab @ 2720mm afsl Tiles
00
30 28 G
NEW STAIRCASE LOBBY
PL
U
G
20
00
24
SA
3
PI N
PASSAGE 1
2X
New Proposed Residence for (ANDILE ZULU)
BATHROOM 2
EQ
46 50
U/s Ceiling to Rafter Tiles
2X SA 3 2X
N PI
3
G U
SA
PL
G
U
EQ
PL
EQ
N PI
BATHROOM 1
U/s Ceiling to Rafter Tiles
EQ
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
PYJAMA LOUNGE U/s Ceiling to Rafter Tiles
IT T N N U OI INT T G P U G PO OIN PL LU G P R P U G O N PL U O PI N PL as FL 3 PI A te 2X X 2 AT si tion 2 D on a 2X c loc tb n ure tio it si urn Po er f p
2 D XS U AT A SB A 3 P PO PO IN IN IN PL T T U G
00
24
G U PL N PI T N O 3 OIN T TI SA A P IN EC 2X AT PO N D SB ON U VC T
32 50
U/s Ceiling to Rafter Tiles
2 D XS U AT A SB A 3 P PO PO IN IN IN PL T T U G
12
00
30
41
BEDROOM 1
00
30
35
G U PL N PI T N O 3 OIN T TI SA A P IN EC 2X T PO N A D SB ON U VC T
U/s Ceiling to Rafter Tiles
12
2 D XS U AT A 10 SB P A P 3 PI 00 OI OIN N P N T T LU
G U
EQ
BEDROOM 2
G
2X
SA
3
N
PI
U PL
IT T N N U OI INT T G P N U G PO OI PL LU G P R P U G O N PL U O PI N PL I as FL 3 P A te 2X 2 AT si tion 2X D on a c loc 2X tb e n ur tio it si urn Po er f p
BALCONY 1
Open Timber Decking
IT T N U IN NT G PO OI INT U G P O PL U G P R NPL LU UG O O PI N P PL as FL X 3 PI TA ite ion 2 X2 A s t 2 XD on a 2 c oc tb re l n u tio it si urn Po er f p
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:
WORKING DRAWINGS
FIRST STOREY PLAN ELECTRICAL
Issue date:
1/6/2023 3:27:52 AM
Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:
1 : 50
Project number:
P10
FIRST STOREY PLAN-ELECTRICAL
Drawn by:
Checked by:
SCALE 1 : 50
Drawing number:
DO
JW
WD 206
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES: •
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• • • • • • • • • •
Revision Schedule
EQ
as t ht lis ig ia nl ec ow p D er s p
00
22
EQ
10
00
80
34
EQ
as ht ig t t l lis an cia nd pe Pe er s P p
3
P pe end r s an pe t l ci igh al t is a t s
P pe end r s an pe t l ci igh al t is a t s
EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:
BASEMENT
G.FLOOR
1st FLOOR
2nd FLOOR
3rd FLOOR 4th FLOOR
COVERAGE F.A.R. TOTAL AREAS:
To be on day/night switch Garden light as per specialist
0
EQ
80
EQ 3
EQ
EQ
as ht ig t t l lis an cia nd pe Pe er s P p
t gh ni sl y/ af ht da m lig to m al d 00 rn te 8 te ec @1 Ex onn ch c it
Open Non Slip Tiles
Garden light as per specialist
AREA SCHEDULE:
P
P
sw
BALCONY 2
To be on day/night switch
EQ
t gh ni sl y/ af ht da m lig to m al d 00 rn te 8 te ec @1 Ex nn h co witc s
To be on day/night switch
EQ
Garden light as per specialist
Garden light as per specialist
EQ
EQ
U/s Ceiling to Rafter Tiles
To be on day/night switch
U/s Ceiling to Rafter Engineered Timber
To be on day/night switch
Garden light as per specialist
PASSAGE 1
EQ
EQ
P
P
as ht ig t t l lis 60 an cia 68 nd pe Pe er s p P
MAIN BEDROOM
00
EQ
Revision Description
Garden light as per specialist
12
EQ
Revision Revision Number Date
To be on day/night switch
MAIN BATHROOM U/s Ceiling to Rafter Engineered Timber
EQ
STAMPS:
P pe end r s an pe t l ci igh al t is a t s
2
EQ
EQ
EQ
3
as ht ig t t l lis an cia nd pe Pe er s p
EQ
EQ
New Proposed Residence for (ANDILE ZULU)
P
PYJAMA LOUNGE U/s Ceiling to Rafter Tiles
P
Garden light as per specialist Up light connected to day/night switch @600mm afsl
EQ
Garden light as per specialist
as ht ig t t l lis an cia nd pe Pe er s p
EQ
To be on day/night switch
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
as ht ig t t l lis an cia nd pe Pe er s p P
Up light connected to day/night switch @600mm afsl
EQ
EQ
EQ
P
To be on day/night switch
U/s Ceiling to Rafter Tiles
as ht ig t t l lis an cia nd pe Pe er s p
BEDROOM 1
EQ
EQ
as ht ig t t l lis P an cia nd pe Pe er s p EQ
EQ
EQ
Garden light as per specialist
Garden light as per specialist
00
EQ
12
P
as t ht lis ig ia nl ec ow p D er s p
EQ
U/s Ceiling to Rafter Tiles
as t ht lis ig ia nl ec ow p D rs pe EQ
EQ
EQ
90
EQ
BATHROOM 1
EQ
To be on day/night switch
To be on day/night switch
EQ
EQ
11
EQ
BATHROOM 2
P
EQ
U/s Ceiling to Rafter Tiles
as ht ig t P t l lis an cia nd pe Pe er s p
Garden light as per specialist
EQ
EQ
PASSAGE 1
U/s Ceiling to Rafter Tiles
as t ht lis ig ia nl ec ow p D er s p
To be on day/night switch
U/s slab @ 2720mm afsl Tiles
as t ht lis ig ia nl ec ow p D er s p
P
EQ as ht ig t t l lis an cia nd pe EQ Pe r s pe P as ht ig t t l lis an cia nd pe Pe er s p
U/s Ceiling to Rafter Tiles
EQ
1
EQ
as ht ig t t l lis an cia nd pe Pe er s P p
BEDROOM 2
NEW STAIRCASE LOBBY
BALCONY 1
Open Timber Decking
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:
WORKING DRAWINGS
FIRST STOREY PLAN LIGHTING
Issue date:
1/6/2023 3:27:57 AM
Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:
1 : 50
Project number:
P10
FIRST STOREY PLAN-LIGHTING SCALE 1 : 50
Drawn by:
Checked by:
Drawing number:
DO
JW
WD 207
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES: SANS204 DESIGN SPECIFICATION (Calculated as per SANS 10252-1-2004) Occupancy: Dwelling House Population for class of occupancy: 11 people (2 per Bedroom x 5) (1 per Exist.Kitchen/Bathrooms x 1)
•
High rental min. required
TOTAL HOT WATER DEMAND
115 - 140ℓ per capita. 140ℓ x 11 = 1540ℓ
STORAGE VOLUME @ 60° CELSIUS
40 - 50ℓ per capita. 50 x 11 = 550ℓ
HEATER POWER
5kW per capita. 5 x 11 = 55kW
Required = 550ℓ
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• •
STORAGE TANK CAPACITY
PREMISES
Provided = 600ℓ
• • • •
All hot water pipes must be insulated with a thermal resitivity of at least 1 CONCLUSION: The design complies with the requirements of SANS 10400-XA-2011 and SANS 10252-1-2004 for Hot Water Calculations
• • • •
30
D
O
PR PE TY
R
P O
BO U
Revision Schedule
AR
D
N Revision Revision Number Date
Y
4 .6 5 3
m
PR
TY
N
m
ER
U BO
6 .8
Y
AR
STAMPS:
U/s ceiling @ 2550mm afsl Tiles
EXISTING LOUNGE
EXISTING SCULLERY
U/s ceiling @ 2550mm afsl Tiles
U/s ceiling @ 2550mm afsl Tiles
POOL PUMP ROOM
by n g io at ly in ul mp ad tic o lo r re c of e e ) & to ro in et n list s, ng re tio ia rd E r st lla ec da th pe om ta sp tan wi as fr ns s d d e of le ri e la ter NS firm ro isib So gis SA on on t v re ith e c ls No w b ne t ( to Pa ialis PV pec s
EXISTING DOUBLE GARAGE
EXISTING KITCHEN
U/s ceiling @ 2550mm afsl Tiles
) et re by r st pe om tion y ng as fr la pl di of le cu m oa ro isib reti co of l er e on t v & to ro in ls No on list ds, ng i a ne t ( at ci ar E Pa alis tall pe nd with i s a ns d st ed PV pec ri e s la ter NS firm So gis SA on re ith c w be to
EXISTING BEDROOM 2 U/s ceiling @ 2550mm afsl Tiles
PASSAGE
U/s ceiling @ 2550mm afsl Tiles
MUSIC STUDIO
EXISTING DINING ROOM
U/s ceiling @ 2550mm afsl Tiles
U/s slab @ 3005mm afsl Tiles
U/s ceiling @ 2550mm afsl Tiles
EXISTING BATHROOM U/s ceiling @ 2550mm afsl Tiles
EXISTING BATHROOOM U/s ceiling @ 2550mm afsl Tiles
EXISTING W.C
U/s ceiling @ 2550mm afsl Tiles
on ed . irm ed nf as co ch r be re pe to a as or s es e lo . iz F d s on ip a e iti y p ) s nd at s er A os an er ou ic nt at X rp e ys r d e n r i t w 00 G e em se fo ho 04 / g d as ir e u ey be d 1 e s p q f G te re e m an NS r o u si n A t t tu t t p lis fix ac tio S 54 ea ia g ex t lla ith 02 (H pec bin s & ialis sta ly w s 1 S m g c in p n u pl ittin spe ter om Sa a c & F r pe ot w s to 4.1 H e se p pi lau c
U/s slab @ 3005mm afsl Non Slip Tiles
EXISTING BEDROOM 1
Revision Description
NEW STAIRCASE LOBBY U/s slab @ 2720mm afsl Tiles
AREA SCHEDULE: EXISTING NEW WORK TOTALS:
DOUBLE GARAGE
U/s slab @ 2835mm afsl Tiles
r pe as oor ze Fl . s si d ted a r) un ca ts er A se ro di en at X ey G in em t w 00 / g ed as ir ho 4 0 on p fe es equ d 1 ed . um to ur r t t an NS t n A t p lis fix ac irm ed tio S 54 nf as ea ia g ex t lla ith 02 co h (H ec bin & lis ta w 1 be re c Sp um gs cia ns ly ns a pl ittin spe r i p a to s F r te om S ns ipe c & a pe w to .1 itio y p s n ot s 4 H pe se po a pi lau ser fore c y be e G ite s
EXISTING NEW WORK TOTALS:
Y
EXTERNAL POOL DECK
AR
Open Timber Decking
TY
COVERED CAR PARKING U/s slab @ 2875mm afsl Non Slip Tiles
64 5.
m
O PR
G.FLOOR
1st FLOOR
2nd FLOOR
3rd FLOOR 4th FLOOR
COVERAGE F.A.R. TOTAL AREAS:
D N
U
BO
BASEMENT
R PE
3
6 .8 m TY
R PE
O
PR BO
U/s Ceiling to Rafter Engineered Timber
by n g io at ly in ul mp ad tic o lo r re c of ee ) & to ro in et n list s, ng re tio ia rd E r st lla ec da th pe om ta sp an wi as fr ns d st d e of le ri e la ter NS irm ro isib f So gis SA on on t v re ith c ls o w be ane t (N to P ialis PV pec s
30
7 08 10 x S 2 ed N tor. rat SA ac rfo of. r ith t pe ro med w on n le ir y /c i b i nf pl st ed st m iali os bu co d. co c cl m e be se t to p en co to cha asli n s s e non re ci tio a b o la g to n siti s a spe al d s ith st re er w e po ipe er in iste ind ge g p sp as g yl a ca ny a G y re g C le c e a ve b k b ag re al 48 cka tor efo n v s b io lo as ite at G s in on erm T
MAIN BATHROOM
) et re y b r st pe om tion y ng as fr la pl di of le cu m oa ro isib reti co of l er e on t v & to ro in ls No on list ds, ng ti cia ar E ne t ( a Pa lis tall pe nd with a i s a ns d st ed PV ec i sp lar tere NS irm f So gis SA on re th c i w be to
SCALE 1 : 100
MAIN BEDROOM PASSAGE 1
U/s Ceiling to Rafter Tiles
BALCONY 2 Open Non Slip Tiles
U/s Ceiling to Rafter Engineered Timber
on ed . irm ed nf as co ch r be re pe to a as or s es e lo . iz F ed as on ip iti y p ) s nd at s er A os an er ou ic nt at X r p re ys r ind e t w 00 m G se fo ge d s re ho 04 i a / e ey be d 1 p fe es equ G e t an NS um t to tur t r si n A t p lis fix ac tio S 54 ea ia g ex t lla ith 02 (H ec bin & lis ta w 1 Sp um gs cia ins ply ns pl ittin spe ter om Sa a c & F r pe ot w s to 4.1 H pe se pi lau c
Y AR D
N U
GROUND STOREY PLAN - HOT WATER RETICULATION
New Proposed Residence for (ANDILE ZULU)
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
NEW STAIRCASE LOBBY U/s slab @ 2720mm afsl Tiles
BEDROOM 2
r pe as oor ze Fl . s si d ted a r) un ca ts er A se ro di en at X w 0 ey G in em ot 40 / g ed as ir h 0 on p fe es qu d 1 e ed . um to tur t r an NS t n A t p lis fix ac irm ed tio S 54 nf as ea ia g ex t lla ith 2 o h 0 c (H ec bin & lis ta w 1 be re c Sp um gs cia ns ly ns a pl ittin spe r i p a to s F r te om S ns ipe c & a pe w to .1 itio y p s n ot s 4 H pe se po a pi lau ser fore c ey be G ite s
U/s Ceiling to Rafter Tiles
PASSAGE 1
U/s Ceiling to Rafter Tiles
BATHROOM 2
U/s Ceiling to Rafter Tiles
BATHROOM 1
U/s Ceiling to Rafter Tiles
BEDROOM 1
U/s Ceiling to Rafter Tiles
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
PYJAMA LOUNGE U/s Ceiling to Rafter Tiles
BALCONY 1
Open Timber Decking
Project status:
WORKING DRAWINGS
GROUND STOREY & FIRST STOREY PLAN - HOT WATER RETICULATION,FENESTRATION & ENERGY CALCULATIONS Issue date:
1/6/2023 3:28:12 AM
Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:
1 : 100
Project number:
P10
FIRST STOREY PLAN - HOT WATER RETICULATION SCALE 1 : 100
Drawn by:
Checked by:
Drawing number:
DO
JW
WD 208
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES:
00
16
•
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
0
90
• •
WALL LEGEND:
0
0
7 15
33
D 2
0
6 .8
•
m
22
3
•
NEW BRICK WALLS
30
30
O PR
NEW CONCRETE WALLS - CLASS 1
•
PE TY R
-170
BO
50
0 22
AR
D
N
U
38
•
NEW DRYWALLS
•
EXISTING WALLS
Y
-595
• • •
0 63 10
0 57 17
15
0
40
38
10
-160
STAMPS:
Y
D
N
U
BO
0 36 23
TY
AR
R
PE
O
4
6 5.
m
PR
3
4 17
20
Revision Revision Number Date
-170
EXISTING DOUBLE GARAGE
EXISTING PORCH
U/s ceiling @ 2550mm afsl Tiles
33
0
0
0
14
40
-255
-425
20
EXISTING LOUNGE
73
23
35
0
22
17
-170
60
40
-170
U/s ceiling @ 2550mm afsl Non Slip Tiles
0 18
36
0 00
EXISTING PORCH
-160
Revision Description
23
U/s slab @ 2295mm afsl Non Slip Tiles
0 64
Revision Schedule
EXISTING SCULLERY 40
31
0
10
-595
30
U/s ceiling @ 2550mm afsl Tiles
12
U/s ceiling @ 2550mm afsl Tiles
90
95
80
17
0
-595
POOL PUMP ROOM
5°
0 56
0 85
20
0 22 00
10 20
20 0 22 0 90 00
40
70 D 18 eep 00 e m nd m de ep
80 11 00 42
12
Sw 0 33 30 13
0 22
0
10
60 47
S im w wim m i S th m in co wim SA ing g fit nt m N p po w tin rac ing S 1 oo sp ate gs, to p 04 l s ol r a in ec rp re to oo 00 fe st ia ro tic E l t d ty -7 Sw all lis ofi u n o C to 4m l b a g S i t t - ng at i e L. c re pec mm ion. co & ion nee bu 44 om 2 nf fin a r's ilt pl Ba tic ifi ing n i c y u r m ish d de by W ckw lat atio po ta pr a io n o at a il, io s p S er sh n b s a l p r u pr e 51 hal y t n m o r oo to po d p 0m lo fin ga ol wa s & m we r g d t s 10 en pe er filt de nd a s 25 er 30 ci ep p s a 0 er 00 . lis N sp t. to ew ec E c T ia R rea ngi onc lis i d se s ne re t rs :3 er te :1 00 s st 70 m de ai m m ta rs 90 il m 0
10 47
00 12
00
18
0
0
20
10 98
73
49
rs nee i g n e to E e to b d e p b o e. ce o sl rfa at 5 on sit u S ail d det firme n o c
50
0
22 -425
0
00
33
2
0
33
78
66
24
60
45
1
60
3rd FLOOR 4th FLOOR
20
New Proposed Residence for (ANDILE ZULU)
23
00
25
0
2nd FLOOR
77
90
22
EXISTING NEW WORK TOTALS:
1st FLOOR
59
90
59
20 40
13 0
15
60
48 0
0
70
76
69 0
33
-255
22
18 00
28
0 33
0 16 15 33
0
10
14
0
32
70
0
0
33
G.FLOOR
COVERAGE F.A.R. TOTAL AREAS:
21
36
0
-595
7
90
22
BASEMENT
3
40
44
0
-510
22
-510
4
65
90
33
74
0
6
0
22
EXISTING NEW WORK TOTALS:
5
0
33 22
0
Open Timber Decking
-510
67 0
60
0
33
00
0
40
93
0
22
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
50
55
33
COVERED CAR PARKING
6 30
90
U/s slab @ 2875mm afsl Non Slip Tiles
50
30
---
AREA SCHEDULE:
1 10
0 22
EXTERNAL POOL DECK
0
86
30
-
D 1
60
22
40
-255
13
86
0
22
12
00
-1380
0
60
14
W 3
-510
W 6
0
0 22
25
22
0
12
16
U/s slab @ 3005mm afsl Tiles
00 25
60
30
33 50 30
10
14
15
0
11
30
40
2
73
0 28
-510
-1210
00
W 4
86 90
0
47
22
2
-510
18
22
10
D 17 3
MUSIC STUDIO
D 4
-510
-870
19
9
20
60
20
W 5
00 20
8
20
7
-425
75
00
25
16
12
00
6
0
956
5
33
22
4
48
60
04
3
75
0
U/s slab @ 2835mm afsl U/s ceiling @ 2650mm afsl Tiles
00
00
10
2
0
W 9
D 3
60
30
1
DOUBLE GARAGE
W 9
10
22
20
50
0 06
33
D 2
U/s slab @ 2720mm afsl U/s Ceiling to Rafter Tiles
UP
-425
-255
NEW STAIRCASE LOBBY
14
60
W 1
00
6 00 25
W 2
22
0
33
0
0
67
2
40
20
00
12
12
-510
D 1
U/s ceiling @ 2550mm afsl Tiles
80
4 58
-595
EXISTING W.C
17
-170
10
45
92
U/s ceiling @ 2550mm afsl Tiles
-530
-1550
0
EXISTING BATHROOOM 0
0
-255
U/s ceiling @ 2550mm afsl Tiles
0
22
0
22
0 66
22
60
EXISTING BATHROOM
0
33
00
75
0
-425
11
a fe
0
W 24
58
W 7
D 2
-700
-510
-1040
U/s ceiling @ 2550mm afsl Tiles
er
0
0
D 2
PASSAGE
0
r 40 ate ist 37 l w cial 2 e te pe m ss y s -6 es b nl er re ai v St pillo tu s
at -170
0
33
0
0
W
20
77
956
-595
U/s ceiling @ 2550mm afsl Tiles 0
U/s ceiling @ 2550mm afsl Tiles
---
58
86
22
3
U/s ceiling @ 2550mm afsl Tiles
EXISTING DINING ROOM EXISTING BEDROOM 2
0 00
0 90
30
0
33
EXISTING KITCHEN
31
l, by tai ilt de bu r's er be ee d s p to in an a to e ng n h r ur E io is rio at o at fin p fe r t cul & rm er cto ti g fi at ra re fin on W nt gs, roo - c co ttin erp list n. fi at ia tio w pec alla s st
-160
in
-255
U/s ceiling @ 2550mm afsl Tiles 0
70
21
54
U/s slab @ 3005mm afsl Non Slip Tiles
4
EXISTING BEDROOM 1
33
64
90
0 12
30
0
30
20
6
0 0
77 40
25
50
AR
BO
ER
P
0
6 .8
86
0
30
20
30
0
86
30
48
31
30
TY
20
m PR
0
TY
20
53
R PE
O
33
4 .6
m
O PR
35
-255
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com
0
Y AR D N
U
33
BO 2
40
D
N U
20
20
6 35
Y
22
00
00
0
0 35 27
0 04
60
18
12
55
-255
00
0
33
-595
30
52
40
89
0
40
62
71
Project status:
WORKING DRAWINGS
GROUND STOREY DIMENSIONAL PLAN
0
1 86
23
70
90
73
0
22
0
33
Issue date:
1/6/2023 3:28:19 AM
0
22
Clients Signature Engineers Signature & Reg No. 0
33
00
25
0 33
70
26
Architect Signature & Reg No. Scale:
1 : 50
Project number:
Drawn by:
Checked by:
Drawing number:
N
Author
JW
WD 209
P10
SW
S
SE
E
W
N
E
N
W
N GROUND STOREY - DIMENSION PLAN SCALE 1 : 50
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
Y
AR D N
U
TY
BO
GENERAL NOTES:
0 08
4
WALL LEGEND:
R PE
O
3
PR
m
64 5.
NEW BRICK WALLS
30
3
2750
•
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• •
NEW CONCRETE WALLS - CLASS 1
-170
•
30 6 .8
NEW DRYWALLS
m
2750
40
EXISTING WALLS
TY R
10
BO
58
• •
PE
40
O PR
3300
•
D
N
U
22
0
Y
AR
• • •
3300
•
0
40
10
40
3300
-170
0 33
3300 2295
0 33
43
STAMPS:
0 33
0 59
Revision Schedule Revision Revision Number Date
2750
17
0
D 11
40
20 0
35
08
0
30
64 17
18
60
30
00
0
47
0
22
0
0
22
17
79
30
0
22
30
20 60
50
0 58 0 33
44
30
44
10 32
0 06 10
80 24 0 22
0
33
0 33
10 98
50
64
0 33
ST
30 12 33 0
0 33
10
98
0 22 00 42
sl AI ab6 R 1@8 C 0 A Ti 272 SE le s 0m LO m af BB sl Y
U
EW N
/s
22 0 60 17 0 22 90 12 0 22
2410
0 33
12
64
50
90 22 0
33
0
45 60
00 56
90
0
0 0
45
60
33
2750
U/s Ceiling to Rafter Tiles
m
020 302
33 0
3
64 5.
PR
BO
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
P
O
2750
33
0
36
TY R E
AR
D
N
U
30
60
Y
28
10
22
99
78
2750
30
00
59
0
30
0
33
0 25
0 22
0
33
89
0
33
65
W 8
PYJAMA LOUNGE
50 50
22
70
70
50
46
0
90
14
0
30 03 320 20
22 70
90
60 20
0
22
0 33
D 6
70
0
22
D 5
7 15
36
45
00 60
60
0
99
74 30
0
33
3
BALCONY 1
Open Timber Decking
0
33
2665
00
86
60
25
2750
2750
11
50
46
60
10
0
33
0 69
0
0
W 10.
33
30 48 86
20
80
15
26
60
61
14
80
55
86
20
0
80
47
30
/s
86
0
33
0 33
W 11.
New Proposed Residence for (ANDILE ZULU)
81
U
30
90 14
Y
AR D
N U
0
22
0
33
0
0
1 M ter O af O R R to TH iling les BA Ce Ti
0
40
BO
20
43
2580
0
60
33
0
33
73
TY R
PE
O
2760 2750
33
6 13
61
0
0 09
11
PR 0
2750
80 59
0
30
m 0
2750
PASSAGE 1
U/s Ceiling to Rafter Tiles
2750
59
40
10
0
99
100 212
W 22
33
32
6 BEDROOM 1
2750 2750
COVERAGE F.A.R. TOTAL AREAS:
-255
D 10
U/s Ceiling to Rafter Tiles
D 9
0 22
22 2750
70 60
13
.8 D 9
3rd FLOOR 4th FLOOR
98
10
17
0
0
D 8
12
15
16
2750
0
33
2nd FLOOR
12
14
30 0 22
1st FLOOR
0
2720
33
W 14
0 22
18
0
00
90
22
D 10
W 23
67
0
58
/s
2750 2580
0
0
2 85
G.FLOOR
22
60
00
12
2 M ter O af O R R to TH iling les BA Ce Ti
U
30
7
BASEMENT
-425
33
44
0
40
73 0 86
59
W 11.
80 15
W 13 D 8
68
60
00
88
20
D 10
0
0
33
00 12
2760 2750
2750
W 21
12
11
DN
4
80 15
W 19
26
0
00
3
22 0 83
80
47
0
33 2730
30
U/s Ceiling to Rafter Tiles
EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:
22
98
60 2750
BEDROOM 2
2750
2750
AREA SCHEDULE:
0
2750
61 0
2 23
0 22
0 33
2750
33
-510
12
20
02 38 20 0 2 430 1
61
W 12
D 12
20
0
33
2665
14
0 22
0 22
0
40
33
68
0
D 7
50
40
Open Non Slip Tiles
W 9.
W 16
0
59
87
BALCONY 2
0
0
PASSAGE 1
U/s Ceiling to Rafter Tiles
22
33
W 18
2580
0
90
0
13
60
2760 2750
2410 2750
0
6 78
2580 2750
14
---
33
2750
44
12
0
-
2750
-415
25
50
11
40
2750
0
U/s Ceiling to Rafter Engineered Timber
2750
33
0
9 33
W 15.
MAIN BEDROOM
33
W 20
90
1
90
00
12 35
0
47 0
0 62
2750
-
92
47
90
26
D 10
80
80
0
33
---
30
99
0
D
Y
96
m
N
En
2750
10
4 .6 5 3
PR
R PE O
TY
U BO
AR
40
11
B ng T N eili red I A C e M U/s gine
2750
15
2580
H R b AT to im
70
3300
0
90
2750
M O r O R afte er
22
95
40
6 35
7 72
17
02
2750
79
25
0
0
33
W 17
Revision Description
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:
WORKING DRAWINGS
FIRST STOREY DIMENSIONAL PLAN
00
25
Issue date: 33 0
N W
0 00
SE
E
W
N
E
N
SW
S
FIRST STOREY - DIMENSION PLAN
Clients Signature Engineers Signature & Reg No.
33
N
1/6/2023 3:28:26 AM
25
Architect Signature & Reg No. Scale:
1 : 50
SCALE 1 : 50
Project number:
P10 Drawn by:
Checked by:
Drawing number:
Author
JW
WD 210
REV
Copyright of these drawings are prohibited and may not be copied without the consent of Leviz Designs. Copyright 2022
GENERAL NOTES: •
All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.
• •
Planter-no concrete Waterproofing as per specialist
Existing RWDP to be cut back. Rainwater to discharge onto 170mm concrete slab to Engineers detail
Existing parapet wall to remain unaffected. Existing waterproofing to specialist inspection
Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist
• • •
Planter-concrete below Waterproofing as per specialist
3049 2750
• 2720 -255
FIRST STOREY
New 170mm concrete slab to Engineers detail
2550
330x510mm concrete beam to Engineers detail
•
Dpc
-595
• •
-425
• Non-habitable room
630 960
POOL PUMP ROOM
NEW STAIRCASE LOBBY
Galvanized 50x50mm SHS panels. waterproofing by specialsit
W 2
Stainless steel water spillover by specialist
U/s slab @ 3005mm afsl Non Slip Tiles
U/s slab @ 2720mm afsl Tiles
Revision Schedule
S im w wim m i S th m in co wim SA ing g fit nt m N p po w tin rac ing S 1 oo sp ate gs, to p 04 l s ol r a in ec rp re to oo 00 fe st ia ro tic E l t d ty -7 Sw all lis ofi u n o C to 4m l b a g S i t t - ng at i e L. c re pec mm ion. co & ion nee bu 44 om 2 nf fin a r's ilt pl Ba tic ifi ing n i c y u r m ish d de by W ckw lat atio po ta pr a io n o at a il, io s p S er sh n b s a l p r u pr e 51 hal y t n m o r oo to po d p 0m lo fin ga ol wa s & m we rd s te g de nd as en pe r filt er ci ep pe s. al is rs N t. pe to ew ci E c T al R rea ngi onc is i d se s ne re t N rs :3 er te sc ew :1 00 s st to ulp ra 70 m de ai En tu ise m m ta rs r il m gi e d ne po er di s um de ta il
t lis ee
r ei W
Vertical Dpc
Vertic al Dpc
W co ate d n r w eta trac fea a s t il, to tu in pec erp fitti r to re st ia ro ng E to al lis of s n b la t in , r g e tio - g e in bu n. co & tic ee ilt nf fin ul r's b irm is at y i pr h a on a io s p n rt e d o r
SECTION B-B- SWIMMING POOL
NEW STAIRCASE LOBBY
2
U/s slab @ 2720mm afsl Tiles
WD 211
-425 -255
-170
AREA SCHEDULE:
WALL LEGEND:
EXISTING NEW WORK TOTALS:
NEW BRICK WALLS
Dpc
t le In is t al ci pe rs
pe
as
ng ki ec rd be tim of
WD 211
-255
Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialist
N W N
E
W
Dpc Dpc New Foundations to Engineers detail
-680
FILL
Dpc Existing Foundations to Engineers inspection
Dpc
Existing Foundations to Engineers inspection
NGL
Waterproofing as per specialist Deep end 1800mm deep
New Foundations to Engineers detail
SECTION F-F - SWIMMING POOL
-1040 -1210
Surface bed to Engineers detail at 5 o slope to be confirmed on site. Surface bed 220mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand
0
-700 -870
-510
-595
DPC
DPC
DPC
DPC
-1380 -1550
170170170
Shallow end 510mm deep
Dpc DPC
New Foundations to Engineers detail
5° Dpc DPC
GROUND STOREY
-530
510
Swimming pool pumps & filters. Specifications and water reticulation by pool specialist. Backwash to garden
530
Swimming pool - 74m 2 Swimming pool safety to comply with SANS 10400d CL.44 Swimming pool to be built by contractor to Engineer's detail, fittings, reticulation and waterproofing & finish as per specialist - confirm prior to installation.
W 6
-510
510
1320 - Overhang
DPC
SCALE 1 : 25
NGL
170170170
220
2060
GROUND STOREY 0
Existing surface bed to Engineers inspection Waterproofing as per specialist
DPC
-255
New Steel sheet surround panels as per specialist
1540
Galvanized 50x50mm SHS panels. waterproofing by specialist 0
Surface bed 170mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.
SCALE 1 : 25
FILL
1890
1480 Water feature - 6m 2
Dpc
Timber decking as per specialist specifications as per manufacturer.
Pool walls waterproofing as per specialist Vertical Dpc
510
450
-170
0
Edge of timber decking as per specialist To have overhang over swimming pool
-425
Stainless steel water spillover by specialist 1130
2270
956
0
2550
630
U/s ceiling @ 2550mm afsl Tiles
U/s slab @ 3005mm afsl Tiles
170
GROUND STOREY EXISTING BEDROOM 2
MUSIC STUDIO
W 4
Existing Window to remain unaffected
SECTION H-H- SWIMMING POOL
SCALE 1 : 50
Open Timber Decking
2550
Planter-no concrete Waterproofing as per specialist
S
EXTERNAL POOL DECK
1040
FIRST STOREY
2550
New Steel sheet surround panel as per specialist
GROUND STOREY PLAN
N
E N
FIRST STOREY
GROUND STOREY
New Proposed Residence for (ANDILE ZULU)
LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality
Existing Roof and structure to Engineers inspection
2750
3rd FLOOR 4th FLOOR
e F-F
SW
330x510mm concrete beam to Engineers detail
2nd FLOOR
WD 211
Existing parapet wall to remain unaffected. Existing waterproofing to specialist inspection
SCALE 1 : 25
1st FLOOR
EXISTING WALLS
C-C
Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)
SECTION C-C- SWIMMING POOL
G.FLOOR
COVERAGE F.A.R. TOTAL AREAS:
NEW DRYWALLS
New Foundations to Engineers detail
110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)
Water feature to be built by contractor to Engineer's detail, fittings, reticulation and waterproofing & finish as per specialist - confirm prior to installation.
NEW CONCRETE WALLS - CLASS 1
EXISTING NEW WORK TOTALS:
BASEMENT
Ed g
Vertical Dpc
Vertical Dpc
-1791
FILL
EXTERNAL POOL DECK Open Timber Decking
New Foundations to Engineers detail
-1550
s eer gin e n to E to b ed lope b ce o s site. rfa t 5 Su ail a d on det firme con
SE
-1380
1540
1370
1500
-1210
Vertical Dpc
New Foundations to Engineers detail
790
-1040
Surface bed 220mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand
FILL
560 - Overhang 220
-870
0
170
255
-510
Vertical Dpc
Dpc
-425
GROUND STOREY
-255
-700
1280
1540
Waterproofing as per specialist
Timber decking as per specialist specifications as per manufacturer.
220
255
Swimming pool safety to comply with SANS 10400d CL.44 Swimming pool to be built by contractor to Engineer's detail, fittings, reticulation and waterproofing & finish as per specialist confirm prior to installation.
220 240170 170 170 170 170 170 20
Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.
Swimming pool - 74m 2
1280
Dpc
FILL
Vertical Dpc
Dpc
Pool walls waterproofing as per specialist
85
-595
-510
450
-425
360
-255
Galvanized 3mm aluminium panels on 50x50mm SHS subframe. waterproofing by specialist
NGL
Swimming pool pumps & filters. Specifications and water reticulation by pool specialist. Backwash to garden
GROUND STOREY
Landscaping as per specialist
B su otto ct m io n
New Steel sheet surround panel as per specialist
t is al ci ol pe po r s ng pe mi as wim ng s ki er ec ov r d ng be ha tim ver of e o ge av Ed o h T
MUSIC ROOM ROOM BEHIND
POOL PUMP ROOM BEHIND
0
New raised sculpture podium to Engineers detail
D 18 eep 00 e m nd m de e
p
SCALE 1 : 25
-170
Sw
ew N -510
H-H WD---211
1
St
2
ls he Pl et W an t at e su er r-n rro pr o un oo c o d fin n pa c g re ne as te ls pe as rs pe pe rs ci al pe is ci t a
t le
B su otto ct m io n
-595
5
-680
7
U/s ceiling @ 2550mm afsl Tiles
In
170 510
450
450
-510
4
New Foundations to Engineers detail
New Foundations to Engineers detail
Water feature to be built by contractor to Engineer's detail, fittings, reticulation and waterproofing & finish as per specialist - confirm prior to installation.
-170
EXISTING BEDROOM 2
-510
6
Dpc
Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand
-510
3
New Foundations to Engineers detail
Surface bed FILL 170mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.
Dpc
fe
FILL
NGL
C-C WD 211
er
Dpc
WD---211
-680
er t at is w al i 2 el c te pe m ss y s -6 es b nl er e ai v ur St pillo at s
-680
H-H -
U/s slab @ 3005mm afsl Tiles
-595
-510
-170
at
Planter-no concrete Landscaping as per specialist 220mmbrick wall to Engineers detail
Waterproofing as per specialist
-170
Planter-no concrete Landscaping as per specialist
Revision Description
MUSIC STUDIO
-510
-510
W
Vertical Dpc
NGL
680
230
0
-170
-510
WD 211
New Steel sheet surround panel as per specialist
Vertical Dpc
2270
960
EXISTING WC BEHIND
0
GROUND STOREY
New Steel sheet surround panel as per specialist
Water feature - 6m 2
WD 211
-510
d un t is rro st i al su al ci i et ec pe he sp te r s l s er cre pe n s ee p St s co a a g no fin t ew ls N ane ter- roo le In p n rp a Pl ate W
330x330mm concrete column to Engineers detail
Revision Revision Number Date
F-F 2
G SH alv by S an sp pa ize ec ne d 5 ia ls 0x ls . w 5 it at 0m er m pr oo fin g
Timber slated fence by specialist
STAMPS:
New concrete stairs to Engineers detail Treads:300mm Risers:170mm
Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand
New Foundations to Engineers detail Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand
T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:
WORKING DRAWINGS
SWIMMING POOL DETAIL
Issue date:
1/6/2023 3:28:32 AM
Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:
As indicated
Project number:
P10
Drawn by:
Checked by:
Drawing number:
Author
JW
WD 211
REV
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